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HomeMy WebLinkAboutSP-24-30 - Supplemental - 0039 Bowdoin Street (2)ET C ET C ET C ET C ET C 350 340 S S S S D BO W D O I N S T . MEADOWLAND DR. T H O M P S O N S T . 50' SETBACK 50 ' S E T B A C K 35' SETBACK 351 35 0 35 0 350 34 9 34 9 34 8 34 8 34 8 348347 3 4 7 34 7 347 346 346 346 345 34 5 345 344 344 3 4 4 344 343 34 3 3 4 3 343 342 34 2 3 4 2 342 341 34 1 3 4 1 341 340 340 339 339 338 338 337 33 7 33 6 34 0 33 8 33 9 349 345 346 339 341 710.87' 715.19' 23 0 . 2 2 ' 23 0 . 5 1 ' LOT 7 3.96 AC. PO T A S H B R O O K 200.0' (SPA ZONE 2)SPA ZONE 3 200.0' (SPA ZONE 2) SPA ZONE 3 FFE 349.0 x3 4 8 . 9 x3 4 8 . 9 x3 4 8 . 9 x3 4 8 . 9 x3 4 8 . 9 x3 4 7 . 2 5 x348.25 x3 4 8 . 2 5 x346 . 8 1 x345. 7 6 x 3 4 7 . 6 5 x346 . 5 5 x 3 4 6 . 6 5 x 3 4 7 . 3 347 34 8 34 9 34 8 34 8 34 7 347 3 4 5 34 6 3 4 8 345 345 34 4 3 4 6 348 345 34 8 346 x346 . 9 8 345 x3 4 6 . 6 x345. 8 8 x 3 4 6 . 5 346 x347 . 4 x347 . 5 347 This project is located within the SPA for the Champlain Water District WSID VT0005092. In the event of a hazardous spill or release during future construction or any proposed activities at this site, the Applicant should notify the public water system and have the water system's contact information readily available at the project site and with the project contractor(s). MEADOWLANDS ANIMAL HOSPITAL LOT 7 MEADOWLAND BUSINESS PARK South Burlington, Vermont C-1 OVERALL SITE PLAN 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com APPLICANT: NEAGLEY & CHASE CONSTRUCTION 66 Bowdoin St., Ste. 100 South Burlington, Vermont 05403 PROPERTY INFORMATION: Address: 39 Bowdoin Street Parcel ID: 0257-00039. SPAN: 600-188-1706 Area: 3.96 Acres Zoning: Industrial and Open Space City Submittal OWNER: NORTHEAST TERRITORIES, INC. 20 South Crest Drive Burlington, Vermont 05401 ARCHITECT: DUNCAN WISNIEWSKI ARCHITECTURE 255 South Champlian Street Burlington, Vermont 05401 T: 802.864.6693 LOCATION MAP 1" = 2000' PROJECT LOCATION 116 89 x338.5 NOTES 1.The Contractor shall be responsible for repairing all disturbed areas back to original condition, including but not limited to curbing, sidewalks, road, parking areas, landscaping, site lighting, electrical, and etc. All asphalt shall be sawcut prior to paving. 2.All stumps, rock, and other non-approved trench backfill material discovered during construction is the exclusive property of the Contractor and shall be removed from the property and disposed of in a State approved disposal location. All existing soils reused for fill shall conform to all applicable sections of VTRANS specifications Section 203-Excavation & Embankments. Any soil reused to establish subgrade under roads and applicable concrete sidewalks shall pass a subgrade proof roll with a loaded tandem. Reused soils that do not pass a subgrade proof roll shall be removed and replaced at the Contractor's expense. 3.All passing sieve, proctor, and compaction testing expenses shall be paid by Owner. Testing coordination, all other required testing, and expenses for failed tests shall be the Contractor's responsibility. 4.The Contractor shall contact Green Mountain Power and Vermont Gas Systems prior to any work in the vicinity of the respective utilities. 5.This project requires coverage under a State Construction Stormwater Discharge Permit. The Contractor shall be the On-site Coordinator for the project and shall be responsible for all required inspections (minimum weekly and after any storm event that produces a discharge), turbidity readings, maintenance, and reporting. The Contractor shall be responsible for installing, maintaining and removing all erosion and sediment control devices shown on the plans or details and, to the maximum extent practical, to minimize potential contamination of stormwater runoff from the construction activities. 6.Contractor shall be responsible for all "As-built" measurement and drafting requirements as outlined on the Detail Sheets. All trench excavations shall remain open until all as-built survey shots have been taken. Progress Record Drawings shall be submitted to the Engineer on a bi-weekly basis. 7.Contractor shall be responsible for importing topsoil as required to complete the project. Contractor shall test topsoil for approval by the Owner and Engineer. Refer to Post Construction Stabilization Plan for additional soil preparation requirements. 8.Temporary groundwater and stormwater by-pass pumping and/or diversion is the responsibility of the Contractor. The Contractor is responsible for providing all necessary pumps and equipment to perform the work. Overnight pumping is not allowed. 9.Removal of all erosion control matting and inlet protection is the responsibility of the Contractor. 10.Electrical and communication lines on this plan are shown for illustrative/coordination purposes only. Refer to Electrical plans and specifications for design. 11.Buried natural gas is shown for alignment purposes only. Contact Vermont Gas Systems for design and details of new gas line. Contractor shall be responsible for the excavation, backfill, and restoration for the construction of the natural gas lines. Vermont Gas Systems will provide the piping, labor to install, and testing for the new gas main. Coordinate work and all gas shut down procedures with the Owner. 12.Refer to Plumbing plans for waterline and sewer design within five feet of building. 13.This plan is not a boundary survey. Boundary survey and existing conditions are taken from plans provided by Civil Engineering Associates. S BO W D O I N S T . MEADOWLAND DR. EXISTING BIT. CONC. SHAR E D U S E P A T H EX I S T I N G 5 ' B I T . C O N C . S I D E W A L K T T LOT 7 3.96 AC. PARKING LOT GREEN SPACE COMPLIANCE TOTAL PARKING LOT AREA 10,780 S.F. GREEN SPACE REQUIRED 1,078 S.F. GREEN SPACE PROVIDED 1,240 S.F. MEADOWLANDS ANIMAL HOSPITAL LOT 7 MEADOWLAND BUSINESS PARK South Burlington, Vermont C-4.0 PARKING LOT GREEN SPACE PLAN 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com APPLICANT: PROPERTY INFORMATION: Address: 39 Bowdoin Street Parcel ID: 0257-00039. SPAN: 600-188-1706 Area: 3.96 Acres Zoning: Industrial and Open Space OWNER: NORTHEAST TERRITORIES, INC. 20 South Crest Drive Burlington, Vermont 05401 ARCHITECT: DUNCAN WISNIEWSKI ARCHITECTURE 255 South Champlian Street Burlington, Vermont 05401 T: 802.864.6693 LOCATION MAP 1" = 2000' PROJECT LOCATION 116 89 PARKING AREA GREEN SPACE OVERALL PARKING AREA REFER TO SITE NOTES AND LEGEND SHEET C-1.0 City Submittal MEADOWLANDS ANIMAL HOSPITAL 2386 Airport Road Berlin, Vermont 05641 MEADOWLANDS ANIMAL HOSPITAL LOT 7 MEADOWLAND BUSINESS PARK South Burlington, Vermont CD-1 CIVIL DETAILS 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com APPLICANT: PROPERTY INFORMATION: Address: 39 Bowdoin Street Parcel ID: 0257-00039. SPAN: 600-188-1706 Area: 3.96 Acres Zoning: Industrial and Open Space OWNER: NORTHEAST TERRITORIES, INC. 20 South Crest Drive Burlington, Vermont 05401 ARCHITECT: DUNCAN WISNIEWSKI ARCHITECTURE 255 South Champlian Street Burlington, Vermont 05401 T: 802.864.6693 LOCATION MAP 1" = 2000' PROJECT LOCATION 89 116 City Submittal MEADOWLANDS ANIMAL HOSPITAL 2386 Airport Road Berlin, Vermont 05641 3" clear (min.) 2" clear (min.) MEADOWLANDS ANIMAL HOSPITAL LOT 7 MEADOWLAND BUSINESS PARK South Burlington, Vermont CD-2 CIVIL DETAILS 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com APPLICANT: PROPERTY INFORMATION: Address: 39 Bowdoin Street Parcel ID: 0257-00039. SPAN: 600-188-1706 Area: 3.96 Acres Zoning: Industrial and Open Space OWNER: NORTHEAST TERRITORIES, INC. 20 South Crest Drive Burlington, Vermont 05401 ARCHITECT: DUNCAN WISNIEWSKI ARCHITECTURE 255 South Champlian Street Burlington, Vermont 05401 T: 802.864.6693 LOCATION MAP 1" = 2000' PROJECT LOCATION 89 116 SPECIFICATIONS: Plan Section 1" x 45° Chamfer Conduit Anchor Bolts Conduit, typ. Anchor Bolts PVC PVC 24" 6 ft. min. Bury depth NOTE: See Electrical Plans for electrical, conduit, light pole bolt pattern, and grounding design. - Concrete Minimum Strength 5000psi @ 28 days - Reinforcement per Specification. Reinforcing shall be ASTM A615 Grade 60 - PVC Conduit Supplied by Others - Anchor Bolts Supplied by Others - Weights Subject to Variation (4) #4 Vertical rebar #4 rebar @ 12" o.c. horizontal (No mesh reinforcing) 30" reveal in paved areas 3" reveal in lawn areas Finished grade Coordinate bolt configuration with light pole Maintain 3" clear (min.) for rebar from top, bottom, and sides Maintain 3" clear for rebar Weep hole for grounding conductor. 24" No. 6 soft drawn copper grounding conductor. Connect to grounding lug in pole. Weep hole. Install 1/2" flexible plastic conduit for #6 AWG soft copper grounding conductor. Connect to grounding electrode using an exothermic weld. 3/4" X 10' minimum copper clad grounding electrode Top of grounding electrode 12" minimum below ground level Coordinate the pole base diameter to be at least as large as the light pole trim Coordinate the pole base diameter to be at least as large as the light pole trim City Submittal MEADOWLANDS ANIMAL HOSPITAL 2386 Airport Road Berlin, Vermont 05641 HYDRANT ASSEMBLY NOT TO SCALE CHAMPLAIN WATER DISTRICT SOUTH BURLINGTON, VT 05403403 QUEEN CITY PARK ROAD DRAWING NO.: DATE: HYDRANT ASSEMBLY Specifications Detail CHAMPLAIN WATER DISTRICT A-16 A-16 Hydrant Assembly.dwg JUNE 2019 Install Mirafi 500x stabilization fabric under precast thrust block and against Undisturbed soil Install and compact 34" crushed stone between stabilization fabric against undisturbed soil and precast concrete thrust block Include 4" Storz connection on fire hydrant pumper nozzle. See CWD Specifications. Lockable cast iron cover colored blue for standard pentagon wrench. Adjustable cast iron 5 1/4" diameter valve box 18"x18"x4" concrete collar in unpaved areas Tracer wire Bring each tracer lead to surface for connection. Attached each lead to the cover with stainless steel screws. Maintain sufficient slack to allow cover to be removed and leads accessed. MEADOWLANDS ANIMAL HOSPITAL LOT 7 MEADOWLAND BUSINESS PARK South Burlington, Vermont CD-3 CIVIL & WATER DETAILS 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com APPLICANT: PROPERTY INFORMATION: Address: 39 Bowdoin Street Parcel ID: 0257-00039. SPAN: 600-188-1706 Area: 3.96 Acres Zoning: Industrial and Open Space OWNER: NORTHEAST TERRITORIES, INC. 20 South Crest Drive Burlington, Vermont 05401 ARCHITECT: DUNCAN WISNIEWSKI ARCHITECTURE 255 South Champlian Street Burlington, Vermont 05401 T: 802.864.6693 LOCATION MAP 1" = 2000' PROJECT LOCATION 89 116 City Submittal MEADOWLANDS ANIMAL HOSPITAL 2386 Airport Road Berlin, Vermont 05641 PIPE 1 3000PSI CONCRETE THRUST BLOCK 3000PSI CONCRETE THRUST BLOCK 3000PSI CONCRETE THRUST BLOCK INSTALL POLYETHELENE WRAP TO PREVENT CONCRETE FROM BONDING TO PLUG AND HARDWARE THUS FACILITATING FUTURE REMOVAL TEE BEND TEE WITH PLUG NOTES: 1. CONCRETE NOT TO OVERLAP ANY JOINT. 2. CONCRETE TO BE PLACED SO AS NOT TO INTERFERE WITH REMOVING OR INSTALLING ANY OF THE JOINTING HARDWARE. 3. ALL MECHANICAL JOINT FITTINGS TO HAVE RETAINER GLANDS. 403 QUEEN CITY PARK ROADSOUTH BURLINGTON, VT 05403 CHAMPLAIN WATER DISTRICT NOT TO SCALE BEARING AREA PER SPECIFICATIONS BEARING AREA PER SPECIFICATIONS BEARING AREA PER SPECIFICATIONS 4. CONCRETE THRUST BLOCKS SHALL BE POURED TO PROPER DIMENSIONS USING SIDE FORMS. NOT TO SCALE TYPICAL TRENCH DETAIL CHAMPLAIN WATER DISTRICT SOUTH BURLINGTON, VT 05403403 QUEEN CITY PARK ROAD DRAWING NO.: DATE: TYPICAL TRENCH DETAIL Specifications Detail CHAMPLAIN WATER DISTRICT A-1 A-1 Typical Trench.dwg April 2019 403 QUEEN CITY PARK ROADSOUTH BURLINGTON, VT 05403 CHAMPLAIN WATER DISTRICT Minimum Area In Square Feet, Of Bearing Surface Required For Concrete Thrust Blocks NOTE: THRUST BLOCKS ON PIPE LARGER THAN 16" DIA. SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER θ UNDISTURBED SOIL D" SECTION NOTES: 1) BEARING SURFACE SHOULD, WHERE POSSIBLE BE PLACED AGAINST UNDISTURBED SOIL. WHERE IT IS NOT POSSIBLE, THE CRUSHED GRAVEL BETWEEN THE BEARING SURFACE AND UNDISTURBED SOIL MUST BE COMPACTED TO AT LEAST 90% STANDARD PROCTOR DENSITY. 2) BLOCK HEIGHT SHOULD BE CHOSEN SUCH THAT THE CALCULATED BLOCK WIDTH VARIES BETWEEN ONE AND TWO TIMES THE HEIGHT. NOT TO SCALE BEARING AREA PER SPECIFICATIONS D D MIN 24" FOR 12" PIPE OR LARGER MIN 18" FOR 10" OR SMALLER CHAMPLAIN WATER DISTRICT SOUTH BURLINGTON, VT 05403403 QUEEN CITY PARK ROAD DRAWING NO.: DATE: BEARING BLOCK Specifications Detail CHAMPLAIN WATER DISTRICT A-27 A-27 Bearing Block.dwg April 2019 MEADOWLANDS ANIMAL HOSPITAL LOT 7 MEADOWLAND BUSINESS PARK South Burlington, Vermont CD-4 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com APPLICANT: PROPERTY INFORMATION: Address: 39 Bowdoin Street Parcel ID: 0257-00039. SPAN: 600-188-1706 Area: 3.96 Acres Zoning: Industrial and Open Space OWNER: NORTHEAST TERRITORIES, INC. 20 South Crest Drive Burlington, Vermont 05401 ARCHITECT: DUNCAN WISNIEWSKI ARCHITECTURE 255 South Champlian Street Burlington, Vermont 05401 T: 802.864.6693 LOCATION MAP 1" = 2000' PROJECT LOCATION 89 116 11.00 POLYVINYL CHLORIDE (PVC) PIPE 11.1.PVC water pipe shall comply with AWWA C900 with minimum Pressure Class 235, DR18. 11.2.The installation of PVC pipe shall comply with installation procedures in AWWA C605. 11.3.Only tapping saddles manufactured specifically for PVC pipe shall be used. The service saddle shall be designed to provide a drip tight connection. The body shall be teflon or epoxy coated Ductile Iron with double stainless-steel straps, bolts, nuts, and mechanism for attaching to the pipe barrel (see Section 8.10). The maximum outlet size with a service saddle shall be two-inch (2”). Narrow U-bolt-type straps and saddles having lugs that dig into the pipe wall shall be prohibited. 11.4.A tracer wire is required for all PVC pipe installations. Tracer wire shall be 12AWG high strength copper clad steel conductor with blue polyethylene insulation by Copperhead Industries High Strength or approved equal. Tracer wire shall terminate at approved locations in valve boxes and covers designed for wire termination, Copperhead Access Point or equal. Tracer wire shall not be terminated in valve boxes designated for gate valve operation. 11.5.Any ferrous materials incorporated in the installation of PVC pipe shall be polyethylene encased. CIVIL & WATER DETAILS City Submittal MEADOWLANDS ANIMAL HOSPITAL 2386 Airport Road Berlin, Vermont 05641 MEADOWLANDS ANIMAL HOSPITAL LOT 7 MEADOWLAND BUSINESS PARK South Burlington, Vermont CD-5 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com APPLICANT: PROPERTY INFORMATION: Address: 39 Bowdoin Street Parcel ID: 0257-00039. SPAN: 600-188-1706 Area: 3.96 Acres Zoning: Industrial and Open Space OWNER: NORTHEAST TERRITORIES, INC. 20 South Crest Drive Burlington, Vermont 05401 ARCHITECT: DUNCAN WISNIEWSKI ARCHITECTURE 255 South Champlian Street Burlington, Vermont 05401 T: 802.864.6693 LOCATION MAP 1" = 2000' PROJECT LOCATION 89 116 · · · · · · ·√ · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · ·¾ · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · · CIVIL & WATER DETAILS City Submittal MEADOWLANDS ANIMAL HOSPITAL 2386 Airport Road Berlin, Vermont 05641 Drop as required to meet new inverts shown on plans. Drop Outlet Plumbing Connection Detail Insulate all pipe trenches with less than 5' of cover Transition from plumbing pipe to new PVC SDR 35 beyond 10 feet from the building. Use appropriate coupling as allowed by the building code. (See Site Plan for sizes) N.T.S. Two 45° elbows flow See Plumbing Plans for pipe type Building foundation Finish grade 4' x 4' of 2" solid rigid insulation. (Owens Corning Foamular 400, or equal) Cast iron cleanout cover. See Cleanout detail above Wye Tee 12"±New roof drains or sanitary pipe. See Plumbing Plans for design and details within 5 ft of the building. finish floor varies New building Extend structural fill backfill at least 12 beyond back of tee and vertical pipe slope pipe 1/4"/ft min. MEADOWLANDS ANIMAL HOSPITAL LOT 7 MEADOWLAND BUSINESS PARK South Burlington, Vermont CD-6 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com APPLICANT: PROPERTY INFORMATION: Address: 39 Bowdoin Street Parcel ID: 0257-00039. SPAN: 600-188-1706 Area: 3.96 Acres Zoning: Industrial and Open Space OWNER: NORTHEAST TERRITORIES, INC. 20 South Crest Drive Burlington, Vermont 05401 ARCHITECT: DUNCAN WISNIEWSKI ARCHITECTURE 255 South Champlian Street Burlington, Vermont 05401 T: 802.864.6693 LOCATION MAP 1" = 2000' PROJECT LOCATION 89 116 CIVIL & SEWER DETAILS City Submittal MEADOWLANDS ANIMAL HOSPITAL 2386 Airport Road Berlin, Vermont 05641 MEADOWLANDS ANIMAL HOSPITAL LOT 7 MEADOWLAND BUSINESS PARK South Burlington, Vermont CD-7 CIVIL & STORMWATER DETAILS 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com APPLICANT: PROPERTY INFORMATION: Address: 39 Bowdoin Street Parcel ID: 0257-00039. SPAN: 600-188-1706 Area: 3.96 Acres Zoning: Industrial and Open Space OWNER: NORTHEAST TERRITORIES, INC. 20 South Crest Drive Burlington, Vermont 05401 ARCHITECT: DUNCAN WISNIEWSKI ARCHITECTURE 255 South Champlian Street Burlington, Vermont 05401 T: 802.864.6693 LOCATION MAP 1" = 2000' PROJECT LOCATION 89 116 City Submittal MEADOWLANDS ANIMAL HOSPITAL 2386 Airport Road Berlin, Vermont 05641 MEADOWLANDS ANIMAL HOSPITAL LOT 7 MEADOWLAND BUSINESS PARK South Burlington, Vermont CD-8 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com APPLICANT: PROPERTY INFORMATION: Address: 39 Bowdoin Street Parcel ID: 0257-00039. SPAN: 600-188-1706 Area: 3.96 Acres Zoning: Industrial and Open Space OWNER: NORTHEAST TERRITORIES, INC. 20 South Crest Drive Burlington, Vermont 05401 ARCHITECT: DUNCAN WISNIEWSKI ARCHITECTURE 255 South Champlian Street Burlington, Vermont 05401 T: 802.864.6693 LOCATION MAP 1" = 2000' PROJECT LOCATION 89 116 RISER (TYP.) SEE DETAIL Ø P I P E 2'-6" Ø PIPE 2'-6" Ø P I P E PLAN FRONT TYPICAL MANWAY DETAIL SCALE: N.T.S. NOTE: MANWAY DETAIL APPLICABLE FOR CMP SYSTEMS WITH DIAMETERS 48" AND LARGER. MANWAYS MAY BE REQUIRED ON SMALLER SYSTEMS DEPENDING ON ACTUAL SITE SPECIFIC CONDITIONS. NOTE: LADDERS ARE OPTIONAL AND ARE NOT REQUIRED FOR ALL SYSTEMS. 8 7 MINIMUM WIDTH DEPENDS ON SITE CONDITIONS AND ENGINEERING JUDGEMENT FOUNDATION/BEDDING PREPARATION PRIOR TO PLACING THE BEDDING, THE FOUNDATION MUST BE CONSTRUCTED TO A UNIFORM AND STABLE GRADE. IN THE EVENT THAT UNSUITABLE FOUNDATION MATERIALS ARE ENCOUNTERED DURING EXCAVATION, THEY SHALL BE REMOVED AND BROUGHT BACK TO THE GRADE WITH A FILL MATERIAL AS APPROVED BY THE ENGINEER. HAUNCH ZONE MATERIAL SHALL BE PLACED AND UNIFORMALLY COMPACTED WITHOUT SOFT SPOTS. BACKFILL WHEN PLACING THE FIRST LIFTS OF BACKFILL IT IS IMPORTANT TO MAKE SURE THAT THE BACKFILL IS PROPERLY COMPACTED UNDER AND AROUND THE PIPE HAUNCHES. BACKFILL SHALL BE PLACED SUCH THAT THERE IS NO MORE THAN A TWO LIFT (16") DIFFERENTIAL BETWEEN ANY OF THE PIPES AT ANY TIME DURING THE BACKFILL PROCESS. THE BACKFILL SHALL BE ADVANCED ALONG THE LENGTH OF THE DETENTION SYSTEM AT THE SAME RATE TO AVOID DIFFERENTIAL LOADING ON THE PIPE. OTHER ALTERNATE BACKFILL MATERIAL MAY BE ALLOWED DEPENDING ON SITE SPECIFIC CONDITIONS, AS APPROVED BY SITE ENGINEER. 6 3 VA R I E S TYPICAL SECTION VIEW LINER OVER ROWS SCALE: N.T.S. LIMITS OF REQUIRED BACKFILL 20 MIL HDPE MEMBRANE LINER OVER TOP OF PIPE (IF REQUIRED) NOTE: IF SALTING AGENTS FOR SNOW AND ICE REMOVAL ARE USED ON OR NEAR THE PROJECT, AN HDPE MEMBRANE LINER IS RECOMMENDED WITH THE SYSTEM. THE IMPERMEABLE LINER IS INTENDED TO HELP PROTECT THE SYSTEM FROM THE POTENTIAL ADVERSE EFFECTS THAT MAY RESULT FROM A CHANGE IN THE SURROUNDING ENVIRONMENT OVER A PERIOD OF TIME. PLEASE REFER TO THE CORRUGATED METAL PIPE DETENTION DESIGN GUIDE FOR ADDITIONAL INFORMATION. SYSTEM DIAMETER VARIES VARIES DETENTION SYSTEMS - CMP DETENTION / CMP DRAINAGE Material Location Description Material Designation Designation Rigid or Flexible Pavement (if applicable) Road Base (if applicable) Geotextile Layer Non-Woven Geotextile CONTECH C-40 or C-45 Engineer Decision for consideration to prevent soil migration into varying soil types Backfill Well graded granular material which may contain small amounts of silt or clay. AASHTO M 145- A-1, A-2, A-3 Placed in 8" +/- loose lifts and compacted to 90% Standard Proctor Per AASHTO T 99 Bedding Stone Well graded granular bedding material w/maximum particle size of 3" AASHTO M43 - 3,357,4,467, 5, 56, 57 Engineer to determine if bedding is required. Pipe may be placed on the trench bottom of a relatively loose, native suitable well graded & granular material. For Arch pipes it is recommended to be shaped to a relatively flat bottom or fine-grade the foundation to a slight v-shape. Unsuitable material should be over-excavated and re-placed with a 4"-6" layer of well graded & granular stone per the material designation. See AASHTO 26.3.8.1 / 26.5.3 Bedding info. Geotextile Layer Non-Woven Geotextile CONTECH C-40 or C-45 Engineer Decision for consideration to prevent soil migration into varying soil types Note: Backfill using controlled low-strength material (CLSM, "flash fill" or "flowable fill") when the spacing between the pipes will not allow for placement and adequate compaction of the backfill. 8 7 A 6 3 A * A 2 5 INITIAL FILL ENVELOPE1 HAUNCH ZONE CMP4 5 * 2 1 A INTERRUPTED BAR REPLACEMENT, SEE NOTE 6. STANDARD REINFORCING, SEE TABLE OPENING IN PROTECTION SLAB FOR CASTING #4 DIAGONAL TRIM BAR (TYP. 4 PLACES), SEE NOTE 7. ØA INTERRUPTED BAR REPLACEMENT, SEE NOTE 6. ØB OPENING IN PROTECTION SLAB FOR CASTING #4 DIAGONAL TRIM BAR (TYP. 4 PLACES), SEE NOTE 7. STANDARD REINFORCING, SEE TABLE GASKET MATERIAL SUFFICIENT TO PREVENT SLAB FROM BEARING ON RISER TO BE PROVIDED BY CONTRACTOR. 2 " C O V E R ( T Y P . ) ØB ACCESS CASTING TO BE PROVIDED AND INSTALLED BY CONTRACTOR. REINFORCING TABLE Ø CMP RISER A Ø B REINFORCING **BEARING PRESSURE (PSF) 24"Ø 4' 4'X4'26"#5 @ 12" OCEW #5 @ 12" OCEW 2,410 1,780 30"Ø 4'-6" 4'-6" X 4'-6"32"#5 @ 12" OCEW #5 @ 12" OCEW 2,120 1,530 36"Ø 5' 5' X 5'38"#5 @ 10" OCEW #5 @ 10" OCEW 1,890 1,350 42"Ø 5'-6" 5'-6" X 5'-6"44"#5 @ 10" OCEW #5 @ 9" OCEW 1,720 1,210 48"Ø 6' 6' X 6'50"#5 @ 9" OCEW #5 @ 8" OCEW 1,600 1,100 ** ASSUMED SOIL BEARING CAPACITY 1'- 0 " A 2" C O V E R (TY P . ) 2" C O V E R (TY P ) 7. TRIM OPENING WITH DIAGONAL #4 BARS, EXTEND BARS A MINIMUM OF 12" BEYOND OPENING, BEND BARS AS REQUIRED TO MAINTAIN BAR COVER. 8. PROTECTION SLAB AND ALL MATERIALS TO BE PROVIDED AND INSTALLED BY CONTRACTOR. 9. DETAIL DESIGN BY DELTA ENGINEERING, BINGHAMTON, NY. ØB MANHOLE CAP DETAIL SCALE: N.T.S. CONSTRUCTION LOADING DIAGRAM SCALE: N.T.S. NOTES ·ALL RISER AND STUB DIMENSIONS ARE TO CENTERLINE. ALL ELEVATIONS, DIMENSIONS, AND LOCATIONS OF RISERS AND INLETS, SHALL BE VERIFIED BY THE ENGINEER OF RECORD PRIOR TO RELEASING FOR FABRICATION. ·ALL FITTINGS AND REINFORCEMENT COMPLY WITH ASTM A998. ·ALL RISERS AND STUBS ARE 223" x 12" CORRUGATION AND 16 GAGE UNLESS OTHERWISE NOTED. ·RISERS TO BE FIELD TRIMMED TO GRADE. ·QUANTITY OF PIPE SHOWN DOES NOT PROVIDE EXTRA PIPE FOR CONNECTING THE SYSTEM TO EXISTING PIPE OR DRAINAGE STRUCTURES. OUR SYSTEM AS DETAILED PROVIDES NOMINAL INLET AND/OR OUTLET PIPE STUB FOR CONNECTION TO EXISTING DRAINAGE FACILITIES. IF ADDITIONAL PIPE IS NEEDED IT IS THE RESPONSIBILITY OF THE CONTRACTOR. ·BAND TYPE TO BE DETERMINED UPON FINAL DESIGN. ·THE PROJECT SUMMARY IS REFLECTIVE OF THE DYODS DESIGN, QUANTITIES ARE APPROX. AND SHOULD BE VERIFIED UPON FINAL DESIGN AND APPROVAL. FOR EXAMPLE, TOTAL EXCAVATION DOES NOT CONSIDER ALL VARIABLES SUCH AS SHORING AND ONLY ACCOUNTS FOR MATERIAL WITHIN THE ESTIMATED EXCAVATION FOOTPRINT. ·THESE DRAWINGS ARE FOR CONCEPTUAL PURPOSES AND DO NOT REFLECT ANY LOCAL PREFERENCES OR REGULATIONS. PLEASE CONTACT YOUR LOCAL CONTECH REP FOR MODIFICATIONS. TYPICAL RISER DETAIL SCALE: N.T.S. ELEVATION END TEMPORARY COVER FOR CONSTRUCTION LOADS HEIGHT OF COVER 8" 11" TYP. 2" 1" G A P ( T Y P . A L L SI D E S ) NOTES: 1. DESIGN IN ACCORDANCE WITH AASHTO, 17th EDITION. 2. DESIGN LOAD HS25. 3. EARTH COVER = 1' MAX. 4. CONCRETE STRENGTH = 3,500 psi 5. REINFORCING STEEL = ASTM A615, GRADE 60. 6. PROVIDE ADDITIONAL REINFORCING AROUND OPENINGS EQUAL TO THE BARS INTERRUPTED, HALF EACH SIDE. ADDITIONAL BARS TO BE IN THE SAME PLANE. A A 2" COVER (TYP) SECTION VIEW ROUND OPTION PLAN VIEW SQUARE OPTION PLAN VIEW Ø CMP RISER SCOPE THIS SPECIFICATION COVERS THE MANUFACTURE AND INSTALLATION OF THE DESIGNED DETENTION SYSTEM DETAILED IN THE PROJECT PLANS. MATERIAL THE MATERIAL SHALL CONFORM TO THE APPLICABLE REQUIREMENTS LISTED BELOW: ALUMINIZED TYPE 2 STEEL COILS SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF AASHTO M-274 OR ASTM A-92. THE GALVANIZED STEEL COILS SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF AASHTO M-218 OR ASTM A-929. THE POLYMER COATED STEEL COILS SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF AASHTO M-246 OR ASTM A-742. THE ALUMINUM COILS SHALL CONFORM TO THE APPLICABLE REQUIREMENTS OF AASHTO M-197 OR ASTM B-744. CONSTRUCTION LOADS CONSTRUCTION LOADS MAY BE HIGHER THAN FINAL LOADS. FOLLOW THE MANUFACTURER'S OR NCSPA GUIDELINES. PIPE THE PIPE SHALL BE MANUFACTURED IN ACCORDANCE TO THE APPLICABLE REQUIREMENTS LISTED BELOW: ALUMINIZED TYPE 2: AASHTO M-36 OR ASTM A-760 GALVANIZED: AASHTO M-36 OR ASTM A-760 POLYMER COATED: AASHTO M-245 OR ASTM A-762 ALUMINUM: AASHTO M-196 OR ASTM B-745 HANDLING AND ASSEMBLY SHALL BE IN ACCORDANCE WITH NCSP'S (NATIONAL CORRUGATED STEEL PIPE ASSOCIATION) FOR ALUMINIZED TYPE 2, GALVANIZED OR POLYMER COATED STEEL. SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS FOR ALUMINUM PIPE. INSTALLATION SHALL BE IN ACCORDANCE WITH AASHTO STANDARD SPECIFICATIONS FOR HIGHWAY BRIDGES, SECTION 26, DIVISION II DIVISION II OR ASTM A-798 (FOR ALUMINIZED TYPE 2, GALVANIZED OR POLYMER COATED STEEL) OR ASTM B-788 (FOR ALUMINUM PIPE) AND IN CONFORMANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. IF THERE ARE ANY INCONSISTENCIES OR CONFLICTS THE CONTRACTOR SHOULD DISCUSS AND RESOLVE WITH THE SITE ENGINEER. IT IS ALWAYS THE RESPONSIBILITY OF THE CONTRACTOR TO FOLLOW OSHA GUIDELINES FOR SAFE PRACTICES. SPECIFICATION FOR DESIGNED DETENTION SYSTEM: NOTE: THESE DRAWINGS ARE FOR CONCEPTUAL PURPOSES AND DO NOT REFLECT ANY LOCAL PREFERENCES OR REGULATIONS. PLEASE CONTACT YOUR LOCAL CONTECH REP FOR MODIFICATIONS. PIPE SPAN, INCHES AXLE LOADS (kips) MINIMUM COVER (FT) 18-50 50-75 75-110 110-150 12-42 48-72 78-120 126-144 2.0 3.0 3.0 3.5 2.5 3.0 3.5 4.0 3.0 3.5 4.0 4.5 3.0 4.0 4.0 4.5 STORAGE PIPE LAYOUT SCALE: 1"=10' DETAILS THIS SHEET PROVIDED BY: www.ContechES.com 800-338-1122 513-645-7000 513-645-7993 FAX 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 CIVIL & STORMWATER DETAILS City Submittal MEADOWLANDS ANIMAL HOSPITAL 2386 Airport Road Berlin, Vermont 05641 64' 22' MEADOWLANDS ANIMAL HOSPITAL LOT 7 MEADOWLAND BUSINESS PARK South Burlington, Vermont CD-9 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com APPLICANT: PROPERTY INFORMATION: Address: 39 Bowdoin Street Parcel ID: 0257-00039. SPAN: 600-188-1706 Area: 3.96 Acres Zoning: Industrial and Open Space OWNER: NORTHEAST TERRITORIES, INC. 20 South Crest Drive Burlington, Vermont 05401 ARCHITECT: DUNCAN WISNIEWSKI ARCHITECTURE 255 South Champlian Street Burlington, Vermont 05401 T: 802.864.6693 LOCATION MAP 1" = 2000' PROJECT LOCATION 89 116 CMP DETENTION INSTALLATION GUIDE PROPER INSTALLATION OF A FLEXIBLE UNDERGROUND DETENTION SYSTEM WILL ENSURE LONG-TERM PERFORMANCE. THE CONFIGURATION OF THESE SYSTEMS OFTEN REQUIRES SPECIAL CONSTRUCTION PRACTICES THAT DIFFER FROM CONVENTIONAL FLEXIBLE PIPE CONSTRUCTION. CONTECH ENGINEERED SOLUTIONS STRONGLY SUGGESTS SCHEDULING A PRE-CONSTRUCTION MEETING WITH YOUR LOCAL SALES ENGINEER TO DETERMINE IF ADDITIONAL MEASURES, NOT COVERED IN THIS GUIDE, ARE APPROPRIATE FOR YOUR SITE. FOUNDATION CONSTRUCT A FOUNDATION THAT CAN SUPPORT THE DESIGN LOADING APPLIED BY THE PIPE AND ADJACENT BACKFILL WEIGHT AS WELL AS MAINTAIN ITS INTEGRITY DURING CONSTRUCTION. IF SOFT OR UNSUITABLE SOILS ARE ENCOUNTERED, REMOVE THE POOR SOILS DOWN TO A SUITABLE DEPTH AND THEN BUILD UP TO THE APPROPRIATE ELEVATION WITH A COMPETENT BACKFILL MATERIAL. THE STRUCTURAL FILL MATERIAL GRADATION SHOULD NOT ALLOW THE MIGRATION OF FINES, WHICH CAN CAUSE SETTLEMENT OF THE DETENTION SYSTEM OR PAVEMENT ABOVE. IF THE STRUCTURAL FILL MATERIAL IS NOT COMPATIBLE WITH THE UNDERLYING SOILS AN ENGINEERING FABRIC SHOULD BE USED AS A SEPARATOR. IN SOME CASES, USING A STIFF REINFORCING GEOGRID REDUCES OVER EXCAVATION AND REPLACEMENT FILL QUANTITIES. GRADE THE FOUNDATION SUBGRADE TO A UNIFORM OR SLIGHTLY SLOPING GRADE. IF THE SUBGRADE IS CLAY OR RELATIVELY NON-POROUS AND THE CONSTRUCTION SEQUENCE WILL LAST FOR AN EXTENDED PERIOD OF TIME, IT IS BEST TO SLOPE THE GRADE TO ONE END OF THE SYSTEM. THIS WILL ALLOW EXCESS WATER TO DRAIN QUICKLY, PREVENTING SATURATION OF THE SUBGRADE. FOR LARGE SYSTEMS, CONVEYOR SYSTEMS, BACKHOES WITH LONG REACHES OR DRAGLINES WITH STONE BUCKETS MAY BE USED TO PLACE BACKFILL. ONCE MINIMUM COVER FOR CONSTRUCTION LOADING ACROSS THE ENTIRE WIDTH OF THE SYSTEM IS REACHED, ADVANCE THE EQUIPMENT TO THE END OF THE RECENTLY PLACED FILL, AND BEGIN THE SEQUENCE AGAIN UNTIL THE SYSTEM IS COMPLETELY BACKFILLED. THIS TYPE OF CONSTRUCTION SEQUENCE PROVIDES ROOM FOR STOCKPILED BACKFILL DIRECTLY BEHIND THE BACKHOE, AS WELL AS THE MOVEMENT OF CONSTRUCTION TRAFFIC. MATERIAL STOCKPILES ON TOP OF THE BACKFILLED DETENTION SYSTEM SHOULD BE LIMITED TO 8- TO 10-FEET HIGH AND MUST PROVIDE BALANCED LOADING ACROSS ALL BARRELS. TO DETERMINE THE PROPER COVER OVER THE PIPES TO ALLOW THE MOVEMENT OF CONSTRUCTION EQUIPMENT SEE TABLE 1, OR CONTACT YOUR LOCAL CONTECH SALES ENGINEER. WHEN FLOWABLE FILL IS USED, YOU MUST PREVENT PIPE FLOATATION. TYPICALLY, SMALL LIFTS ARE PLACED BETWEEN THE PIPES AND THEN ALLOWED TO SET-UP PRIOR TO THE PLACEMENT OF THE NEXT LIFT. THE ALLOWABLE THICKNESS OF THE CLSM LIFT IS A FUNCTION OF A PROPER BALANCE BETWEEN THE UPLIFT FORCE OF THE CLSM, THE OPPOSING WEIGHT OF THE PIPE, AND THE EFFECT OF OTHER RESTRAINING MEASURES. THE PIPE CAN CARRY LIMITED FLUID PRESSURE WITHOUT PIPE DISTORTION OR DISPLACEMENT, WHICH ALSO AFFECTS THE CLSM LIFT THICKNESS. YOUR LOCAL CONTECH SALES ENGINEER CAN HELP DETERMINE THE PROPER LIFT THICKNESS. CONSTRUCTION LOADING TYPICALLY, THE MINIMUM COVER SPECIFIED FOR A PROJECT ASSUMES H-20 LIVE LOAD. BECAUSE CONSTRUCTION LOADS OFTEN EXCEED DESIGN LIVE LOADS, INCREASED TEMPORARY MINIMUM COVER REQUIREMENTS ARE NECESSARY. SINCE CONSTRUCTION EQUIPMENT VARIES FROM JOB TO JOB, IT IS BEST TO ADDRESS EQUIPMENT SPECIFIC MINIMUM COVER REQUIREMENTS WITH YOUR LOCAL CONTECH SALES ENGINEER DURING YOUR PRE-CONSTRUCTION MEETING. ADDITIONAL CONSIDERATIONS BECAUSE MOST SYSTEMS ARE CONSTRUCTED BELOW-GRADE, RAINFALL CAN RAPIDLY FILL THE EXCAVATION; POTENTIALLY CAUSING FLOATATION AND MOVEMENT OF THE PREVIOUSLY PLACED PIPES. TO HELP MITIGATE POTENTIAL PROBLEMS, IT IS BEST TO START THE INSTALLATION AT THE DOWNSTREAM END WITH THE OUTLET ALREADY CONSTRUCTED TO ALLOW A ROUTE FOR THE WATER TO ESCAPE. TEMPORARY DIVERSION MEASURES MAY BE REQUIRED FOR HIGH FLOWS DUE TO THE RESTRICTED NATURE OF THE OUTLET PIPE. 1 2 3 4 5 678910 1514131211 GEOGRID WASN'T USED GEOGRID UNDERCUT AND REPLACE UNSUITABLE SOILS EMBANKMENT GEOGRID USED TO REDUCE THE AMOUNT OF UNDERCUT BEDDING COVER EMBANKMENT LIVE LOAD BEDDING - WELL GRADED GRANULAR AND SMALLER BACKFILL - WELL GRADED 34" GRANULAR AND SMALLER GEOTEXTILE SEPARATION (ABOVE AND BELOW BEDDING) WITH UNIFORMLY GRADED BEDDING LAYER. PIPE A PIPE B PIPE C PIPE D BEDDING8" LOOSE LIFTS EMBANKMENT MAXIMUM UNBALANCE LIMITED TO 2 LIFTS (APPROX. 16") EMBANKMENT TYPICAL BACKFILL SEQUENCE EMBANKMENT PAVED PARKING LOT STAGE POURS AS REQUIRED TO CONTROL FLOATATION AND PIPE DISTORTION/DISPLACEMENT CLSM WEIGHTED PIPE WITH MOBILE CONCRETE BARRIERS (OR OTHER REMOVABLE WEIGHTS) BACKFILL CATCH BASIN INLET WATER WATER WATER ELEVATION IN DETENTION SYSTEM FINISHED FUNCTIONING SYSTEM OUTLET CONTROL THE PROJECT'S ENGINEER OF RECORD IS TO EVALUATE WHETHER SALTING AGENTS WILL BE USED ON OR NEAR THE PROJECT SITE, AND USE HIS/HER BEST JUDGEMENT TO DETERMINE IF ANY ADDITIONAL PROTECTIVE MEASURES ARE REQUIRED. BELOW IS A TYPICAL DETAIL SHOWING THE PLACEMENT OF A GEOMEMBRANE BARRIER FOR PROJECTS WHERE SALTING AGENTS ARE USED ON OR NEAR THE PROJECT SITE. LIMITS OF REQUIRED BACKFILL 20 MIL PE IMPERMEABLE LINER OVER TOP OF PIPE (12" FOR 12"Ø - 96"Ø) 18" FOR 102Ø AND >) BACKFILL PLACEMENT MATERIAL SHALL BE WORKED INTO THE PIPE HAUNCHES BY MEANS OF SHOVEL-SLICING, RODDING, AIR TAMPER, VIBRATORY ROD, OR OTHER EFFECTIVE METHODS. IN-SITU TRENCH WALL IF EXCAVATION IS REQUIRED, THE TRENCH WALL NEEDS TO BE CAPABLE OF SUPPORTING THE LOAD THAT THE PIPE SHEDS AS THE SYSTEM IS LOADED. IF SOILS ARE NOT CAPABLE OF SUPPORTING THESE LOADS, THE PIPE CAN DEFLECT. PERFORM A SIMPLE SOIL PRESSURE CHECK USING THE APPLIED LOADS TO DETERMINE THE LIMITS OF EXCAVATION BEYOND THE SPRING LINE OF THE OUTER MOST PIPES. IN MOST CASES THE REQUIREMENTS FOR A SAFE WORK ENVIRONMENT AND PROPER BACKFILL PLACEMENT AND COMPACTION TAKE CARE OF THIS CONCERN. GEOMEMBRANE BARRIER A SITE'S RESISTIVITY MAY CHANGE OVER TIME WHEN VARIOUS TYPES OF SALTING AGENTS ARE USED, SUCH AS ROAD SALTS FOR DEICING AGENTS. IF SALTING AGENTS ARE USED ON OR NEAR THE PROJECT SITE, A GEOMEMBRANE BARRIER IS RECOMMENDED WITH THE SYSTEM. THE GEOMEMBRANE LINER IS INTENDED TO HELP PROTECT THE SYSTEM FROM THE POTENTIAL ADVERSE EFFECTS THAT MAY RESULT FROM THE USE OF SUCH AGENTS INCLUDING PREMATURE CORROSION AND REDUCED ACTUAL SERVICE LIFE. IF AASHTO T99 PROCEDURES ARE DETERMINED INFEASIBLE BY THE GEOTECHNICAL ENGINEER OF RECORD, COMPACTION IS CONSIDERED ADEQUATE WHEN NO FURTHER YIELDING OF THE MATERIAL IS OBSERVED UNDER THE COMPACTOR, OR UNDER FOOT, AND THE GEOTECHNICAL ENGINEER OF RECORD (OR REPRESENTATIVE THEREOF) IS SATISFIED WITH THE LEVEL OF COMPACTION. CMP DETENTION SYSTEM INSPECTION AND MAINTENANCE UNDERGROUND STORMWATER DETENTION AND INFILTRATION SYSTEMS MUST BE INSPECTED AND MAINTAINED AT REGULAR INTERVALS FOR PURPOSES OF PERFORMANCE AND LONGEVITY. INSPECTION INSPECTION IS THE KEY TO EFFECTIVE MAINTENANCE OF CMP DETENTION SYSTEMS AND IS EASILY PERFORMED. CONTECH RECOMMENDS ONGOING, ANNUAL INSPECTIONS. SITES WITH HIGH TRASH LOAD OR SMALL OUTLET CONTROL ORIFICES MAY NEED MORE FREQUENT INSPECTIONS. THE RATE AT WHICH THE SYSTEM COLLECTS POLLUTANTS WILL DEPEND MORE ON SITE SPECIFIC ACTIVITIES RATHER THAN THE SIZE OR CONFIGURATION OF THE SYSTEM. INSPECTIONS SHOULD BE PERFORMED MORE OFTEN IN EQUIPMENT WASHDOWN AREAS, IN CLIMATES WHERE SANDING AND/OR SALTING OPERATIONS TAKE PLACE, AND IN OTHER VARIOUS INSTANCES IN WHICH ONE WOULD EXPECT HIGHER ACCUMULATIONS OF SEDIMENT OR ABRASIVE/ CORROSIVE CONDITIONS. A RECORD OF EACH INSPECTION IS TO BE MAINTAINED FOR THE LIFE OF THE SYSTEM MAINTENANCE CMP DETENTION SYSTEMS SHOULD BE CLEANED WHEN AN INSPECTION REVEALS ACCUMULATED SEDIMENT OR TRASH IS CLOGGING THE DISCHARGE ORIFICE. ACCUMULATED SEDIMENT AND TRASH CAN TYPICALLY BE EVACUATED THROUGH THE MANHOLE OVER THE OUTLET ORIFICE. IF MAINTENANCE IS NOT PERFORMED AS RECOMMENDED, SEDIMENT AND TRASH MAY ACCUMULATE IN FRONT OF THE OUTLET ORIFICE. MANHOLE COVERS SHOULD BE SECURELY SEATED FOLLOWING CLEANING ACTIVITIES. CONTECH SUGGESTS THAT ALL SYSTEMS BE DESIGNED WITH AN ACCESS/INSPECTION MANHOLE SITUATED AT OR NEAR THE INLET AND THE OUTLET ORIFICE. SHOULD IT BE NECESSARY TO GET INSIDE THE SYSTEM TO PERFORM MAINTENANCE ACTIVITIES, ALL APPROPRIATE PRECAUTIONS REGARDING CONFINED SPACE ENTRY AND OSHA REGULATIONS SHOULD BE FOLLOWED. ANNUAL INSPECTIONS ARE BEST PRACTICE FOR ALL UNDERGROUND SYSTEMS. DURING THIS INSPECTION, IF EVIDENCE OF SALTING/DE-ICING AGENTS IS OBSERVED WITHIN THE SYSTEM, IT IS BEST PRACTICE FOR THE SYSTEM TO BE RINSED, INCLUDING ABOVE THE SPRING LINE SOON AFTER THE SPRING THAW AS PART OF THE MAINTENANCE PROGRAM FOR THE SYSTEM. MAINTAINING AN UNDERGROUND DETENTION OR INFILTRATION SYSTEM IS EASIEST WHEN THERE IS NO FLOW ENTERING THE SYSTEM. FOR THIS REASON, IT IS A GOOD IDEA TO SCHEDULE THE CLEANOUT DURING DRY WEATHER. THE FOREGOING INSPECTION AND MAINTENANCE EFFORTS HELP ENSURE UNDERGROUND PIPE SYSTEMS USED FOR STORMWATER STORAGE CONTINUE TO FUNCTION AS INTENDED BY IDENTIFYING RECOMMENDED REGULAR INSPECTION AND MAINTENANCE PRACTICES. INSPECTION AND MAINTENANCE RELATED TO THE STRUCTURAL INTEGRITY OF THE PIPE OR THE SOUNDNESS OF PIPE JOINT CONNECTIONS IS BEYOND THE SCOPE OF THIS GUIDE. DETAILS THIS SHEET PROVIDED BY: www.ContechES.com 800-338-1122 513-645-7000 513-645-7993 FAX 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 CIVIL & STORMWATER DETAILS City Submittal MEADOWLANDS ANIMAL HOSPITAL 2386 Airport Road Berlin, Vermont 05641 1.ALL AREA DISTURBED AND ALL AREAS WITHIN THE CLEARING LIMITS SHALL BE GRADED AND COVERED WITH A MINIMUM OF 4" OF LOAM TOPSOIL. THE AREAS TO BE LOAMED SHALL BE FREE AND CLEAR OF ROOTS, WASTE MATERIAL AND OTHER DELETERIOUS MATERIAL. TOPSOIL SHALL BE SPREAD AND LIGHTLY COMPACTED TO A DEPTH OF 4". TOPSOIL SHALL BE APPROVED BY THE ENGINEER. ALL SIDE SLOPES ARE TO BE LOAMED. 2.ALL TURF ESTABLISHMENT SHALL BE IN ACCORDANCE WITH SECTION 651 OF THE VT STANDARD SPECIFICATIONS 2018 AND THE TOWN'S SPECIFICATIONS. MULCHING SHALL FOLLOW SEEDING BY NO MORE THAN 24 HOURS. 3.ALL CUT SLOPES SHALL BE NO STEEPER THAN 2.0H ON 1.0V. ALL FILL SLOPES SHALL BE NO STEEPER THAN 2.0H ON 1.0V. 4.THE CONTRACTOR SHALL NOT DISTURB ANY GROUND BETWEEN OCTOBER 15TH BETWEEN APRIL 15TH WINTER MONTHS, UNLESS APPROVED BY THE ENGINEER. 5.TEMPORARY SILT FENCE SHALL BE ERECTED PRIOR TO ANY CLEARING OR CONSTRUCTION. FENCING MAY BE ERECTED IN PHASES, BUT IN NO CASE SHALL GROUND DISTURBANCE PROCEED FENCING. SPECIAL AREAS MAY BE DESIGNATED BY THE OWNER FOR PRESERVATION OF EXISTING TREES. THESE AREAS SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSURE NO DAMAGE IS DONE TO DESIGNATED TREES. 6.EXISTING PLANTINGS ARE LOCATED IN GENERAL AREAS AS SHOWN ON THIS PLAN. CONTRACTOR SHALL PROTECT PLANTINGS SO AS NOT TO DAMAGE THESE OR THEIR ROOT SYSTEMS. 7.SLOPE STABILITY BASED UPON UNSATURATED SOIL CONDITIONS. IF DURING CONSTRUCTION SATURATED SOILS ARE ENCOUNTERED, CONTACT THE ENGINEER IMMEDIATELY. GENERAL GRADING AND SITE WORK NOTES ®™ ™ ™ ®™ ®™ ® ™ ™ ® ™ PERMANENT SEED MIX SHALL BE USED AS EARLY AS PRACTICABLE BETWEEN 5/15 AND 9/15 AND SHALL MEET THE FOLLOWING CRITERIA: SEED % WEIGHT CREEPING RED FESCUE 40% KENTUCKY BLUEGRASS 30% PERRENNIAL RYEGRASS 30% SEEDING SPECIFICATIONS Hydroseed Additives: Fertilizer: 19-19-19 75 lbs per 1,000 gallons of water Lime: 100 lbs. per 1,000 gallons of water Mulch: 300 lbs. per 1,000 gallons of water. Tacifer: 5 lbs. per 1,000 gallons of water. If hydroseeding is used for temporary stabilization measures for turf establishment. Specifications are: 1.Areas having soil compaction as a result of construction shall have any crushed stone removed and the subgrade shall be roto-tilled prior to placing topsoil. Refer to the Post Construction Soil Depth and Quality Requirements. 2.If hand seeding, only straw mulch is to be used and secured by netting either organic or inorganic. If inorganic is used, it must be removed before the first mowing. 3.Starter fertilizer shall be applied at the manufacturer's suggested rate at the time of seeding. Fertilizer application will not be allowed in sensitive areas and adjacent to drainage ways as determined by the Engineer. 4.Watering is to be done by the Contractor and is to last for the duration of the warranty period to maintain proper growth. All apparatus necessary to apply the water must be furnished by the Contractor (i.e. hoses, sprinklers, etc.). 5.Staking of all topsoiled areas to control foot traffic will be required. Unless otherwise specified, acceptable staking materials will be grade stakes and twine or string with flagging attached for visibility. 6.A guarantee through the first mowing is required with any sparse or bare areas larger than 1 sq. ft. to be redone. 7.The Contractor is responsible for the first mowing. After the first mowing and prior to the Owner taking responsibility for the lawn areas the Contractor and an Owner's Representative shall meet to inspect the vegetation establishment. 8.Contractor is responsible for all topsoil to complete the project as shown. If existing volume of topsoil is inadequate, the Contractor, at no cost to the Owner, shall purchase offsite approved topsoil as necessary. MEADOWLANDS ANIMAL HOSPITAL LOT 7 MEADOWLAND BUSINESS PARK South Burlington, Vermont CD-10 CIVIL & EPSC DETAILS 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com APPLICANT: PROPERTY INFORMATION: Address: 39 Bowdoin Street Parcel ID: 0257-00039. SPAN: 600-188-1706 Area: 3.96 Acres Zoning: Industrial and Open Space OWNER: NORTHEAST TERRITORIES, INC. 20 South Crest Drive Burlington, Vermont 05401 ARCHITECT: DUNCAN WISNIEWSKI ARCHITECTURE 255 South Champlian Street Burlington, Vermont 05401 T: 802.864.6693 LOCATION MAP 1" = 2000' PROJECT LOCATION 89 116 City Submittal MEADOWLANDS ANIMAL HOSPITAL 2386 Airport Road Berlin, Vermont 05641 MEADOWLANDS ANIMAL HOSPITAL LOT 7 MEADOWLAND BUSINESS PARK South Burlington, Vermont CD-11 CIVIL & EPSC DETAILS 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com APPLICANT: PROPERTY INFORMATION: Address: 39 Bowdoin Street Parcel ID: 0257-00039. SPAN: 600-188-1706 Area: 3.96 Acres Zoning: Industrial and Open Space OWNER: NORTHEAST TERRITORIES, INC. 20 South Crest Drive Burlington, Vermont 05401 ARCHITECT: DUNCAN WISNIEWSKI ARCHITECTURE 255 South Champlian Street Burlington, Vermont 05401 T: 802.864.6693 LOCATION MAP 1" = 2000' PROJECT LOCATION 89 116 City Submittal MEADOWLANDS ANIMAL HOSPITAL 2386 Airport Road Berlin, Vermont 05641 ET C ET C ET C ET C ET C EX. HYDRANT 8" D.I. 36' OF 8" D.I. WATER SERVICE W/ CAP & THRUST BLOCK S S S S D D 15" HDPE 15" HDPE EX I S T I N G S T O R M W A T E R P O N D EX. CB RIM 341.3 INV. 338.6 (4" E) INV. 336.9 (18" N) EX. UTILITY CABINET (TYP.) 18" HDPE w/ F.E.S. INV. 335.8 18" HDPE EX. CB RIM 347.7 EX. CB RIM 347.7 18" HDPE EX. 8" WATER SERVICE INV. UNKNOWN APPROX. LOCATION 8" PVC SEWER SERV. INV. UNKNOWN 8" D . I . W A T E R M A I N 10" D.I. WATER MAIN 76 ' X 3 ' X 6 ' C O N C R E T E B O X C U L V E R T 8" PVC 8" PVC 8" PVC EX. SMH RIM 346.3 INV. 335.5 (CL) EX. SMH RIM 340.3 INV. 332.6 (CL) SEWER SERV. 18 " H D P E B O W D O I N S T . MEADOWLAND DR. T H O M P S O N S T . APPROXIMATE LIMITS OF SOIL STOCKPILE 50' SETBACK 50 ' S E T B A C K 35' SETBACK 351 35 0 35 0 350 34 9 34 9 34 8 34 8 34 8 348347 3 4 7 34 7 347 346 346 346 345 3 4 5 345 344 344 3 4 4 344 343 34 3 3 4 3 343 342 34 2 3 4 2 342 341 34 1 3 4 1 341 340 340 339 339 338 338 337 33 7 33 6 SIG N SPR I N G ? WET 8" OAK 8" OAK8" OAK 8" MAPLE 8" MAPLE 8" MAPLE (2) WATER DIG SAFE MARKINGS 4" SPRUCE 2" SPRUCE 2" SPRUCE 4" SPRUCE (3) 4" SPRUCE (2) 4" SPRUCE 4" SPRUCE 4" SPRUCE (3) 4" SPRUCE 4" SPRUCE 2" SPRUCE 2" SPRUCE CMF FLUCH 58" CRF FLUCH 58" CRF FLUSH(4) 6" FIR 2" FIR EX. CB RIM 341.4 INV. 339.3 (4" E) INV. 336.3 (18" E) INV. 336.3 (18" S) INV. 336.2 (18" NW) 34 0 33 8 33 9 349 345 346 339 341 4" LINDEN 4" LINDEN 4" LINDEN 4" LINDEN 4" LINDEN 2" SPRUCE 710.87' 715.19' 23 0 . 2 2 ' 23 0 . 5 1 ' LOT 7 3.96 AC. 8" D . I . 2" LOCUST PO T A S H B R O O K 200.0' (SPA ZONE 2)SPA ZONE 3 200.0' (SPA ZONE 2) SPA ZONE 3 This project is located within the SPA for the Champlain Water District WSID VT0005092. In the event of a hazardous spill or release during future construction or any proposed activities at this site, the Applicant should notify the public water system and have the water system's contact information readily available at the project site and with the project contractor(s). MEADOWLANDS ANIMAL HOSPITAL LOT 7 MEADOWLAND BUSINESS PARK South Burlington, Vermont X-1 EXISTING CONDITIONS PLAN 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com APPLICANT: PROPERTY INFORMATION: Address: 39 Bowdoin Street Parcel ID: 0257-00039. SPAN: 600-188-1706 Area: 3.96 Acres Zoning: Industrial and Open Space City Submittal OWNER: NORTHEAST TERRITORIES, INC. 20 South Crest Drive Burlington, Vermont 05401 ARCHITECT: DUNCAN WISNIEWSKI ARCHITECTURE 255 South Champlian Street Burlington, Vermont 05401 T: 802.864.6693 LOCATION MAP 1" = 2000' PROJECT LOCATION 89 116 MEADOWLANDS ANIMAL HOSPITAL 2386 Airport Road Berlin, Vermont 05641 Existing fill in wetland buffer to be removed Existing fill in wetland buffer to be removed 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.5 0.5 0.3 0.2 0.2 0.2 0.1 0.1 0.1 0.3 0.5 0.4 0.6 0.7 0.7 0.7 0.7 0.6 0.4 0.3 0.3 0.2 0.1 0.1 0.2 0.4 0.7 1.1 1.0 0.9 0.9 0.9 0.9 0.9 0.8 0.7 0.6 0.3 0.1 0.1 0.2 0.5 1.0 1.1 1.2 1.2 1.1 1.0 1.0 1.1 1.4 0.8 0.7 0.3 0.2 0.1 0.1 0.2 0.4 0.7 0.9 1.1 1.2 1.2 1.2 1.0 1.0 1.2 1.5 1.4 0.6 0.3 0.2 0.2 0.1 0.1 0.1 0.2 0.4 0.5 0.7 0.8 0.9 1.0 1.3 1.4 1.3 1.1 1.1 1.3 1.3 1.0 0.4 0.3 0.3 0.1 0.1 0.1 0.2 0.4 0.5 0.5 0.5 0.6 0.7 0.8 0.9 1.5 1.8 1.8 1.3 1.1 1.2 1.2 1.2 1.1 0.7 0.6 0.2 0.1 0.2 0.3 0.6 0.8 0.7 0.8 0.9 1.0 1.1 1.1 1.3 2.3 2.7 2.0 1.4 1.2 1.2 1.3 1.4 1.3 0.5 0.2 0.1 0.1 0.2 0.3 0.6 1.0 1.2 1.1 1.1 1.3 1.6 1.7 1.5 1.4 2.6 3.3 2.8 1.9 1.4 1.2 1.2 1.3 1.0 0.4 0.2 0.1 0.1 0.1 0.2 0.4 0.5 0.8 1.1 1.3 1.5 1.7 2.2 2.8 2.3 1.7 1.3 1.6 2.7 2.7 2.3 1.7 1.2 1.1 0.9 0.8 0.5 0.2 0.1 0.1 0.2 0.3 0.4 0.6 0.8 1.1 1.4 1.7 2.1 2.9 3.4 2.7 1.5 1.2 1.5 1.8 2.5 2.2 1.8 1.3 1.0 0.8 0.6 0.4 0.3 0.1 0.1 0.2 0.3 0.4 0.5 0.7 0.9 1.1 1.4 1.9 2.4 2.6 2.6 2.4 2.4 2.1 1.9 2.0 2.0 1.7 1.4 1.0 0.7 0.5 0.4 0.3 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.5 0.6 0.9 1.0 1.2 1.8 2.3 3.1 3.0 2.2 1.8 1.7 1.7 1.5 1.2 1.0 0.7 0.5 0.3 0.2 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.6 1.0 1.3 1.5 2.4 1.9 1.2 1.2 1.2 1.3 1.3 1.0 0.9 0.7 0.5 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.3 1.2 2.6 2.5 0.8 0.7 0.6 0.9 1.3 1.1 1.0 0.8 0.6 0.7 1.5 0.7 0.1 0.3 1.9 0.9 2.0 0.1 0.1 0.4 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.7 A7 A7 A7 A7 S1 S1 SW1 SW2 SW2 SW2 S2 SW2 Plan View Scale - 1" = 20ft ME A D O W L A N D S S I T E L I G H T I N G Designer S. KIMBALL Date 10/10/2023 Scale Not to Scale Drawing No. 1 of 1 Schedule Symbol Label Image Quantity Manufacturer Catalog Number Description Lamp Number Lamps Filename Lumens Per Lamp Lumen Multiplie r Light Loss Factor Wattage Efficiency Distribut ion Plot Notes S1 2 Lithonia Lighting DSX0 LED P1 40K 80CRI TFTM D-Series Size 0 Area Luminaire P1 Performance Package 4000K CCT 80 CRI Forward Throw 1 DSX0_LED_P1_ 40K_80CRI_TFT M.ies 4493 1 0.9 33.21 100% TYPE IV, SHORT, BUG RATING: B1 - U0 - G2 S2 1 Lithonia Lighting DSX0 LED P1 40K 80CRI T3M D-Series Size 0 Area Luminaire P1 Performance Package 4000K CCT 80 CRI Type 3 Medium 1 DSX0_LED_P1_ 40K_80CRI_T3 M.ies 4396 1 0.9 33.21 100% TYPE IV, MEDIUM, BUG RATING: B1 - U0 - G2 A7 4 Juno Lighting JSF 7IN 10LM SWW5 90CRI MVOLT ZT - 35K 7" Round Edgelit Surface Mount, 5CCT Switchable White, MVOLT ZT, 35K 1 JSF_7IN_10LM_ SWW5_90CRI_ MVOLT_ZT__- _35K.ies 1232 1 0.9 11.65 100% DIRECT, SC- 0=1.26, SC- 90=1.24 SW1 1 Lithonia Lighting DSX0 LED P1 40K 80CRI T5W @ 12' D-Series Size 0 Area Luminaire P1 Performance Package 4000K CCT 80 CRI Type 5 Wide 1 DSX0_LED_P1_ 40K_80CRI_T5 W.ies 4665 1 0.9 33.21 100% TYPE VS, BUG RATING: B3 - U0 - G1 SW2 4 Lithonia Lighting DSX0 LED P1 40K 80CRI T3M D-Series Size 0 Area Luminaire P1 Performance Package 4000K CCT 80 CRI Type 3 Medium 1 DSX0_LED_P1_ 40K_80CRI_T3 M.ies 4396 1 0.9 33.21 100% TYPE IV, MEDIUM, BUG RATING: B1 - U0 - G2 DATE: 08.09.2024 S O U T H B U R L I N G T O N , V E R M O N T MEADOWLANDS ANIMAL HOSPITAL COPYRIGHT © 2024 ALL RIGHTS RESERVED DUNCAN • WISNIEWSKI ARCHITECTUREA Professional Corporation SITE PLAN APPLICATION D u n c a nW i s n i e w s k i A ERUTCETIHCR BURLINGTON, VERMONT T: 802.864.6693 05401 SOUTH CHAMPLAIN STREET A1-1.0 DESIGN - 10 255 DRAWN: PJC 155-1 X X X X X XXXX XX REF. REF. 113-1 61 sq ft MECHANICAL 116 993 sq ft F.O.H. CIRCULATION 101 DOG SCALE DOG SCALE 115-2 114-2 66 sq ft ENTRY 100 154 sq ft MANAGER 107 134 sq ft ISO 138 183 sq ft DOG WAITING 106 186 sq ft LAB 144 221 sq ft RETAIL 102 61 sq ft KIDS 103 195 sq ft RECEPTION 105 67 sq ft ADA WC 119 122 sq ft COMFORT RM 113 189 sq ft FOOD/RETAIL STORAGE 124 123 sq ft X-RAY 145 293 sq ft DOCTOR'S OFFICE 133 120 sq ft CAT KENNELS 134 527 sq ft DOG RUNS 137 179 sq ft SURGERY 141 237 sq ft DENTAL 139 104 sq ft DOG EXAM 112 99 sq ft DOG EXAM 111 89 sq ft CAT EXAM 120 96 sq ft ULTRASOUND 146 103 sq ft BLOOD DRAW/ TRANSITION 118 43 sq ft RECEIVING 115 89 sq ft CAT EXAM 122 89 sq ft CAT EXAM 121 100 sq ft DOG EXAM 109 100 sq ft DOG EXAM 110 100 sq ft DOG EXAM 108 97 sq ft PHARMACY 123 124-1 107-2 123-2 123-1 124-2 119-1 120-1 121-1 122-1 110-1 109-1 108-1 116-1 146-1 145-2 145-1 139-1 138-1 135-1 150-3 137-1 115-1 141-1 499 sq ft STAFF BREAK 151 147 sq ft QUIET ROOM 153 151-1 154-1 138 sq ft KITCHEN 152 SHELVING, TBD DWDW 3'-0" TYP. REF. 6'-0", TYP. EXAM TABLE PROVIDED BY OWNER MOBILE EXAM TABLE PROVIDED BY OWNER MOBILE EXAM TABLE PROVIDED BY OWNER MOBILE LIFT EXAM TABLE PROVIDED BY OWNER DW C O PIER SHELVING, TBD SHELVING, TBD SHELVING, TBD SHELVING, TBD SHELVING, TBD SHELVING, TBD DW SHELVES BY OWNERSHELVES BY OWNER SHELVES BY OWNERSHELVES BY OWNER (OXYGEN) 15 sq ft JAN. 117 FREEZER 978 sq ft B.O.H. CIRCULATION 130 118-1 117-1 130-1 142-1 95 sq ft HR ROOM 135 276 sq ft TREATMENT 143 150-4 134-1 133-2 133-1 132-1 63 sq ft ELECTRICAL 132 131-1 4'-6"9'-0"9'-0"9'-0"9'-0"4'-6"9'-0"4'-6"5'-6"8'-0"9'-6"7'-6"6'-0"6'-0"6'-0"7'-6"6'-6"4'-6"9'-0"9'-0"4'-6" EQ, TYP. EQ, TYP. 63'-0"18'-0" 4'-6"9'-0"4'-6" 5'-0" 4'-0"5'-4"9'-8"9'-0"9'-0"9'-0" 9'-3" 9'-0" 3'-0"17'-5 1/4"3'-2 1/2" R.O. 11'-10 1/4"6'-0"8'-6"37'-0" 8'-6" 9'-0" 9'-0" 9'-0" 5'-6"9'-6"9'-6"8'-7 1/2"3'-2 1/2" R.O. 6'-8" 8'-4" 3'-2 1/2" R.O. 5'-9 1/2" 10'-0" 21'-5" SLAB 8 1/4" 5'-7 1/2" R.O. 4'-8 1/2"8"5'-7 1/2" R.0. 8"1'-8 1/2"EQ, TYP.EQ, TYP. EQ, TYP.EQ, TYP. 8'-0 1/2" 1'-6" B.O.H. PHARMACY CAGES RECOVERY RECOVERY 4 1/4" 6'-11" 6'-11" 6'-11" 8'-7 1/4"1 3/4" DD E E E D D 114-1 EFDDDDD 100-2 D D D D D DDABBB C A A A A 138-2 F F F F F 150-1 150-2 AAA 151-2 D A DDD 153-1 137-2 8'-3" 32'-0" 7'-2" 8" 9'-1" SLAB 5'-0"3'-6" 13'-6" 18'-8 1/4" SLAB 12'-8 1/4" SLAB 4'-3" 8'-6" 8'-6" 8'-6" 4'-3" 5'-8" 111-1 107-1 112-1 ROOF ACCESSREF. REF. A5-2.0 4c 4d 4a 4b A5-1.0 1a 1b 1c 1d A5-2.02 A5-2.0 3c 3b 3a 3dA5-3.0 7b 7aA5-3.0 7c A5-3.08a 8b 8c A5-2.0 6b 6a A5-2.0 5 A5-3.0 10a 10b 10c 10d A5-3.0 11a 11b 11c 11d A5-3.0 14 A5-4.0 15a 15b 15c 15d A5-4.0 16a 16b A5-4.0 17a 17b A5-4.0 18c 18a 18b A5-4.0 19a 19b 19c A5-5.0 20a 20b 20c 20d A5-5.0 20e A5-5.020f A5-6.0 24a 24b A5-6.024c A5-6.025 A5-6.0 23a 23b 23c A5-7.0 26a26b A5-3.0 9b 9a A5-3.0 13 A5-3.0 12 A5-7.0 28c 28b 28a 27a A5-7.0 27c27d 27b A5-7.0 29c 29b 29a 29d A5-8.0 30b 30a A5-8.0 31c 31d 31a 31b A5-5.0 22b22a A5-5.0 21c 21d21b 21a 100-1 226 sq ft LAUNDRY / STORAGE 142 1'-0" 5'-6" SHELF @ 24" high & SHELF @ 48" high. prep for future x-ray arm 54 sq ft STAFF WC 154 70 sq ft ADA WC w/ SHOWER 155 CENTER DOOR ON DOOR 151-2 2'-9 1/2"7'-1 1/4"10'-11"3 1/2" 19'-0 1/2" 3 1/2"5'-1 1/2" 3 1/2" 8'-4" 1 1/2" 4'-1 1/2" 3'-2 1/4" 3'-0 1/2" 6'-3" 3 1/2" 7'-2 1/2" 256 sq ft STAFF ENTRY 150 6'-9" 7'-3 1/2" 7'-0 1/2"10'-4" 3 1/2" 24'-11" 11'-9" 3 1/2" 5'-6" 3 1/2" 8'-3" 3 1/2" 2'-11" 3 1/2"3'-10" 3 1/2" 17'-0 3/4" 3 1/2" 12'-7 1/4" 5 1/2" 10'-1 1/2" 11'-8 1/2"5 1/2"3'-11"3'-11" 3'-6 1/2"3'-6 3/4" 4'-11" 3 1/2" 10'-4" 3 1/2" 1'-2" 3 1/2" 10'-7 1/2" 5 1/2" 10'-10 1/2" 5 1/2" 8'-9 1/2"5'-1" 5 1/2" 18'-0" 3 1/2" 11'-4 1/2"5 1/2" 5'-6"18'-10"7" 3 1/2" 5'-4 1/2" 3 1/2" 5'-1 1/2" 9'-2 1/2" 9" 3'-9 1/2" 5 1/2" 3'-2" 9" 91 sq ft PACK/PREP 140 4'-5 1/2" 11'-4"9"11'-9 1/2" 3 1/2" 24'-11" 4'-4" 4'-2" 5'-11 1/2" 6'-4" 8 1/2" 9'-10"2'-3" 3'-11"7'-4 1/2"5 1/2"4'-4" 9'-0" 3 1/2" 4'-4"3 1/2" 9'-2" 3 1/2" 1 1 1 7'-5" 5 1/2" 14'-7" 4'-4"3'-10" 12'-3" 11'-11" 3" 2'-4 3/4"3'-11" 2'-6 1/2" 5 1/2" 6'-7 1/2" 5'-11 1/2" 5 1/2" 24'-3" 5'-6 1/2" CENTER DOORS ON DOOR 114-1 2'-4" 5 1/2" 8'-3 1/2" 5 1/2" 11'-4" 5 1/2" 3'-10 1/2" 6'-0" 3 1/2" 43 sq ft UTILITY 131 55 sq ft DELIVERY 114 3 1/2" 2'-8 1/2"3 1/2" 6'-3 3/4" 9 1/4"10'-0 1/2"3 1/2" CENTER DOORS ON DOOR 117-1 4'-7 1/4" 8'-0 1/2" 1 11'-8" 3 1/2" 8'-6 1/2" 5 1/2"5 1/2" 8'-6 1/2" 134 sq ft CAT WAITING 104 5 1/2" 8'-6 1/2" 5 1/2" 12'-7" 4'-0 1/2"5 1/2" 5'-0" 3 1/2" 3'-10 1/2" 3 1/2" 3 1/2" 12'-3" 1'-6" 5'-1" 11'-6 1/2" 3 1/2" 10'-6" 3 1/2" 3 1/2" 5'-1" 2'-1" CENTER DOOR ON DOOR 145-2 9'-0" 5 1/2" 8'-6 1/2" 5 1/2"8'-6 1/2" 5 1/2" 8'-6 1/2" 5 1/2" 8'-6 1/2" 5 1/2" 17'-1"5 1/2" 8'-6" 3 1/2" 13'-6 1/2" 7 1/2" 5'-6" 9" 5 1/2"8'-6 1/2" 5'-6"1'-7" 2'-5 1/2" 9'-0" 1'-8" 2'-2"3 1/2" 2'-4" 2'-6 1/4" (2) INTERIOR LONG-TERM BIKE PARKING SPACES A C B D E F 1 2 3.1 3 4 5 6 C E 6 7 8 9 27'-0"11'-0" 10'-0"50'-0" 49'-0"18'-0"45'-0"18'-0" 10'-8" 34'-0" 12'-0" 42'-8" 34'-0" A A3-1.0 A A3-1.0 B A3-2.0 B A3-2.0 E A3-5.0 E A3-5.0 D A3-4.0 D A3-4.0 F A3-5.0 F A3-5.0 C A3-3.0 C A3-3.0 FIRST FLOOR PLAN Scale: 3/16" = 1'-0"0 10 15 20 FT DATE: 06.14.2024 S O U T H B U R L I N G T O N , V E R M O N T MEADOWLANDS ANIMAL HOSPITAL COPYRIGHT © 2024 ALL RIGHTS RESERVED DUNCAN • WISNIEWSKI ARCHITECTUREA Professional Corporation SITE PLAN APPLICATION D u n c a nW i s n i e w s k i A ERUTCETIHCR BURLINGTON, VERMONT T: 802.864.6693 05401 SOUTH CHAMPLAIN STREET A1-3.0 DESIGN - 10 255 DRAWN: PJC 1/2" PER FT 1/4" PER FT 1/4" PER FT 1/4" PER FT 1/4" PER FT 1/4" PER FT 1/4" PER FT 1/4" PER FT ROOF HATCH 1/4" PER FT 1/4" PER FT 1/2" PER FT 1/2" PER FT 1/4" PER FT 1/4" PER FT 1/4" PER FT 1/4" PER FT 1/4" PER FT 1/4" PER FT 1/4" PER FT 1/4" PER FT SCUPPER, TYP. SCUPPER, TYP. PONTENTIAL SOLAR READY ROOF AREAS (3,592 SF TOTAL) A C B D E F 1 2 3.1 3 4 5 6 C E 6 7 8 9 27'-0"11'-0" 10'-0"50'-0" 49'-0"18'-0"45'-0"18'-0" 10'-8" 34'-0" 12'-0" 42'-8" 34'-0" A A3-1.0 A A3-1.0 B A3-2.0 B A3-2.0 E A3-5.0 E A3-5.0 D A3-4.0 D A3-4.0 F A3-5.0 F A3-5.0 C A3-3.0 C A3-3.0 ROOF PLAN Scale: 3/16" = 1'-0"0 10 15 20 FT DATE: 08.09.2024 S O U T H B U R L I N G T O N , V E R M O N T MEADOWLANDS ANIMAL HOSPITAL COPYRIGHT © 2024 ALL RIGHTS RESERVED DUNCAN • WISNIEWSKI ARCHITECTUREA Professional Corporation SITE PLAN APPLICATION D u n c a nW i s n i e w s k i A ERUTCETIHCR BURLINGTON, VERMONT T: 802.864.6693 05401 SOUTH CHAMPLAIN STREET A2-1.0 DESIGN - 10 255 DRAWN: PJC WEST ELEVATION Scale: 3/16" = 1'-0"2 11 6 6 3 6 4 3 6 1 6 4 4 6 4 6 7 7 5 6 2 SOUTH ELEVATION Scale: 3/16" = 1'-0"1 1 16 6 3 6 7 4 5 T.O. 1ST FLOOR SLAB 100'-0"(349.0 SITE ELEV.) T.O. LOWER ROOF SHEATHING 110'-2 5/8" T.O. UPPER CLERESTORY ROOF SHEATHING 116'-5 1/8" 6 T.O. UPPER ROOF SHEATHING 111'-8 5/8" 2 ELEVATION NOTES: CORRUGATED METAL SIDING, REFER TO ELEVATIONS FOR ORIENTATION (CHAMPAGNE METALLIC). HORIZONTAL w/ HIDDEN FASTENERS, VERTICAL w/ EXPOSED FASTENERS ENGINEERED WOOD PANEL SIDING, PRE-PAINTED 4x4 FRAMED PIER/COLUMN, CLAD w/ SYNTHETIC TRIM 1 3 4 5 6 7 8 SYNTHETIC BOARDS (VARIOUS WIDTHS), OVER ENGINEERED WOOD PANELS SYNTHETIC TRIM, VARIOUS WIDTHS 9 METAL TRIM, VARIOUS SIZES2 METAL ROOF FLASHING/TRIM NOT USED NOT USED DATE: 08.09.2024 S O U T H B U R L I N G T O N , V E R M O N T MEADOWLANDS ANIMAL HOSPITAL COPYRIGHT © 2024 ALL RIGHTS RESERVED DUNCAN • WISNIEWSKI ARCHITECTUREA Professional Corporation SITE PLAN APPLICATION D u n c a nW i s n i e w s k i A ERUTCETIHCR BURLINGTON, VERMONT T: 802.864.6693 05401 SOUTH CHAMPLAIN STREET A2-2.0 DESIGN - 10 255 DRAWN: PJC FF F F A D NORTH ELEVATION Scale: 3/16" = 1'-0"3 NORTH ELEVATION Scale: 3/16" = 1'-0"3 1 4 1 6 7 6 3 6 T.O. 1ST FLOOR SLAB 100'-0"(349.0 SITE ELEV.) T.O. LOWER ROOF SHEATHING 110'-2 5/8" T.O. LOWER CLERESTORY ROOF SHEATHING 115'-5 1/8" T.O. UPPER ROOF SHEATHING 111'-8 5/8" 22 D D H H HHH J JJJJ A A AABBB D D F AA EAST ELEVATION Scale: 3/16" = 1'-0"4 1 4 16 7 6 3 6 43 6 7 1 6 4 4 6 6 2 22 ELEVATION NOTES: CORRUGATED METAL SIDING, REFER TO ELEVATIONS FOR ORIENTATION (CHAMPAGNE METALLIC). HORIZONTAL w/ HIDDEN FASTENERS, VERTICAL w/ EXPOSED FASTENERS ENGINEERED WOOD PANEL SIDING, PRE-PAINTED 4x4 FRAMED PIER/COLUMN, CLAD w/ SYNTHETIC TRIM 1 3 4 5 6 7 8 SYNTHETIC BOARDS (VARIOUS WIDTHS), OVER ENGINEERED WOOD PANELS SYNTHETIC TRIM, VARIOUS WIDTHS 9 METAL TRIM, VARIOUS SIZES2 METAL ROOF FLASHING/TRIM NOT USED NOT USED DATE: 06.14.2024 S O U T H B U R L I N G T O N , V E R M O N T MEADOWLANDS ANIMAL HOSPITAL COPYRIGHT © 2024 ALL RIGHTS RESERVED DUNCAN • WISNIEWSKI ARCHITECTUREA Professional Corporation SITE PLAN APPLICATION D u n c a nW i s n i e w s k i A ERUTCETIHCR BURLINGTON, VERMONT T: 802.864.6693 05401 SOUTH CHAMPLAIN STREET A3-1.0 DESIGN - 10 255 DRAWN: PJC SCHEMATIC BUILDING SECTION (RECEPTION) Scale: 3/8" = 1'-0"A 0 10 15 20 FT 9'-3" VESTIBULE/PORCH CEILING 15'-9 1/4" TO T.O. BEAMS AND B.O. 2x8 RAFTERS WOOD BEAM(S) 9'-4 1/2" TO B.O. 9 1/2" TJI's 7'-11 1/2" CONFIRM SIZE CONFIRM SIZE CONFIRM SIZE CONFIRM SIZE CONFIRM SIZE 9 1/2" TJI 7 1/4" (2x8) 9'-4 1/2" TO B.O. 9 1/2" TJI's 9 1/2" TJI LIGHT, TYP. MEADOWLANDS ANIMAL HOSPITAL LOT 7 MEADOWLAND BUSINESS PARK South Burlington, Vermont C-1.1 ZONING & OVERLAY DISTRICT PLAN 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com APPLICANT: NEAGLEY & CHASE CONSTRUCTION 66 Bowdoin St., Ste. 100 South Burlington, Vermont 05403 PROPERTY INFORMATION: Address: 39 Bowdoin Street Parcel ID: 0257-00039. SPAN: 600-188-1706 Area: 3.96 Acres Zoning: Industrial and Open Space City Submittal OWNER: NORTHEAST TERRITORIES, INC. 20 South Crest Drive Burlington, Vermont 05401 ARCHITECT: DUNCAN WISNIEWSKI ARCHITECTURE 255 South Champlian Street Burlington, Vermont 05401 T: 802.864.6693 LOCATION MAP 1" = 2000' PROJECT LOCATION 116 89 ZONING DISTRICT: INDUSTRIAL OPEN SPACE DISTRICT LEGEND RIVER CORRIDOR OVERLAY WETLANDS ADVISORY LAYER SCENIC VIEW PROTECTION DISTRICT SITE S S D SPA ZONE 3 L2.1 Pl a n t i n g D e t a i l s As Indicated FRC 08.14.24DATE: REVISIONS: SCALE: DRAWN BY: SHEET PR O J E C T N A M E SH E E T T I T L E Me a d o w l a n d s A n i m a l H o s p i t a l Lo t 7 M e a d o w l a n d B u s i n e s s P a r k So u t h B u r l i n g t o n , V e r m o n t © OWNERSHIP AND COPYRIGHT STATEMENT OF KNAUF LANDSCAPE ARCHITECTURE, INC. This schematic design and construction bid set are exclusively owned by Knauf Landscape Architecture, Inc., which retains all rights, including copyrights, in these documents. They have been prepared by Knauf Landscape Architecture, Inc., based on information, documents, and design specifications provided by Civil / Structural Engineer and Architect. Knauf Landscape Architecture, Inc. is not responsible for any alterations or adjustments to the schematic design and construction bid set during any phase of construction which are not preapproved and authorized in writing by Knauf Landscape Architecture, Inc. ±80% PROGRESS SET SCALE: 1" = 20'-0" DOG RUN WETLAND BUFFER EDGE PLANTING DOG RUN ENTRY GARDEN SIGN REST MEADOW WALK 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.2 0.3 0.3 0.3 0.5 0.5 0.4 0.3 0.2 0.2 0.1 0.3 0.5 0.5 0.7 0.9 0.9 0.8 0.6 0.4 0.3 0.3 0.2 0.1 0.2 0.4 0.5 0.6 1.3 1.4 1.3 1.2 1.0 0.9 0.5 0.4 0.3 0.2 0.1 0.2 0.4 0.5 0.8 1.2 1.6 1.6 1.6 1.4 1.2 1.1 1.0 0.7 0.6 0.3 0.2 0.3 0.5 1.2 1.5 1.6 1.7 1.7 1.6 1.4 1.2 1.3 1.4 0.8 0.7 0.3 0.2 0.1 0.2 0.4 0.9 1.3 1.6 1.7 1.7 1.6 1.3 1.2 1.1 1.3 1.4 1.3 0.6 0.3 0.2 0.2 0.1 0.1 0.2 0.4 0.8 1.1 1.4 1.7 1.7 1.5 1.3 1.1 1.0 1.0 1.1 1.2 1.2 1.0 0.4 0.3 0.2 0.1 0.1 0.2 0.4 0.8 1.0 1.3 1.5 1.6 1.5 1.3 1.2 1.1 1.0 1.0 1.0 1.1 1.1 1.2 1.0 0.7 0.5 0.2 0.1 0.1 0.2 0.4 0.9 1.5 1.5 1.5 1.4 1.3 1.4 1.5 1.3 1.2 1.1 1.0 1.0 1.1 1.2 1.3 1.2 0.5 0.2 0.1 0.1 0.1 0.3 0.6 1.0 1.4 1.5 1.5 1.4 1.4 1.8 2.4 2.0 1.8 1.4 1.0 1.0 1.0 1.1 1.2 1.0 0.4 0.1 0.1 0.1 0.2 0.4 0.7 1.0 1.2 1.3 1.4 1.6 1.9 1.6 2.9 2.8 2.8 1.9 1.2 0.9 0.8 0.9 0.9 0.7 0.5 0.1 0.1 0.1 0.1 0.3 0.4 0.5 0.8 0.9 1.0 1.1 1.7 2.6 1.8 1.9 2.3 2.4 1.7 1.5 1.0 0.7 0.7 0.6 0.5 0.4 0.2 0.1 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.7 0.8 1.3 1.9 1.6 1.3 1.5 1.8 2.3 2.2 1.1 0.7 0.5 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.4 0.5 0.6 1.0 1.6 1.6 1.5 2.0 1.8 2.1 1.6 0.9 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.5 0.8 1.2 2.0 2.2 1.0 2.5 1.7 1.3 0.9 0.6 0.4 0.4 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 1.3 2.8 2.9 1.8 1.7 1.2 1.2 1.1 0.8 0.5 0.3 0.3 0.5 1.3 0.7 0.1 0.1 0.1 0.3 2.0 0.9 1.6 0.1 0.1 0.2 0.5 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.4 A7 @ 9' A7 @ 9' A7 @ 9' A7 @ 9' S1 @ 20' S1 @ 20' PT @ 12' PT @ 12' PT @ 12' S2 @ 20' S2 @ 20' S2 @ 20' Plan View Scale - 1" = 20ft ME A D O W L A N D S S I T E L I G H T I N G Designer S. KIMBALL Date 10/10/2023 Scale Not to Scale Drawing No. 1 of 1 Schedule Symbol Label Image Quantity Manufacturer Catalog Number Description Lamp Number Lamps Filename Lumens Per Lamp Lumen Multiplie r Light Loss Factor Wattage Efficiency Distribut ion Plot Notes A7 4 Juno Lighting JSF 7IN 10LM SWW5 90CRI MVOLT ZT - 35K 7" Round Edgelit Surface Mount, 5CCT Switchable White, MVOLT ZT, 35K 1 JSF_7IN_10LM_ SWW5_90CRI_ MVOLT_ZT__- _35K.ies 1232 1 0.9 11.65 100% DIRECT, SC- 0=1.26, SC- 90=1.24 PT 3 Lithonia Lighting RADPT P2 40K PATH RADEAN Post-Top with P2 4000K Pathway distribution 1 RADPT_P2_40K _PATH.ies 4009 1 0.9 38.01 100% TYPE III, SHORT, BUG RATING: B4 - U2 - G4 S1 2 Lithonia Lighting DSX0 LED P1 40K 80CRI TFTM D-Series Size 0 Area Luminaire P1 Performance Package 4000K CCT 80 CRI Forward Throw 1 DSX0_LED_P1_ 40K_80CRI_TFT M.ies 4493 1 0.9 33.21 100% TYPE IV, SHORT, BUG RATING: B1 - U0 - G2 S2 3 Lithonia Lighting DSX0 LED P1 40K 80CRI T3M D-Series Size 0 Area Luminaire P1 Performance Package 4000K CCT 80 CRI Type 3 Medium 1 DSX0_LED_P1_ 40K_80CRI_T3 M.ies 4396 1 0.9 33.21 100% TYPE IV, MEDIUM, BUG RATING: B1 - U0 - G2 L L L L L L L L SPA ZONE 3 (9)HE2 (8)M SIGN MEADOW WET MEADOW (4)AC AF CV CC AR GRASS GRASS GRASS VC PO PO PO PO HQ (9)AP HQ HQ HQ HQ HQ HQ (10)CK (9)HE FM SV VT (7)IV (4)VT (8)IV FM FM (3)VT (4)AM (6)AR (10)EC (8)L (7)PH (6)AM B B B (13) HE2 (7)PV HS (12) AG + (7) EU (11)HE CA (3)CS VJ (9) HE3 (15) CK GRASS VJ (13)HE3 (9) PB (11)PV (7)CS (6)IVB (11)VD (4)CSC CV (8)CL (11)AF (11)EW (11)MF (11)PP AR AR (3)CSC GRASS GRASS GRAVEL PATH GRAVEL PATH MEADOW GRASS FENCE MEADOWGRASS FENCE AF GRASS GRASS BENCH GRASS (5)PV MEADOW GRASS GRASS CC (5)HE3 (5)PB VDR VDR VDR VDR VDR BIRDHOUSE BIRDHOUSE BIRDHOUSE GRASS VP (8)BU (11) MD ADIRONDACK CHAIRS MANUFACTURER: POLYWOOD STYLE: MODERN ADIRONDACK SKU#: AD420 COLOR: TBD (2)CC HV BIKES BENCH BENCH (4)VR L1.1 Pl a n t i n g P l a n As Indicated FRC 08.14.24DATE: REVISIONS: SCALE: DRAWN BY: SHEET PR O J E C T N A M E SH E E T T I T L E Me a d o w l a n d s A n i m a l H o s p i t a l Lo t 7 M e a d o w l a n d B u s i n e s s P a r k So u t h B u r l i n g t o n , V e r m o n t © OWNERSHIP AND COPYRIGHT STATEMENT OF KNAUF LANDSCAPE ARCHITECTURE, INC. This schematic design and construction bid set are exclusively owned by Knauf Landscape Architecture, Inc., which retains all rights, including copyrights, in these documents. They have been prepared by Knauf Landscape Architecture, Inc., based on information, documents, and design specifications provided by Civil / Structural Engineer and Architect. Knauf Landscape Architecture, Inc. is not responsible for any alterations or adjustments to the schematic design and construction bid set during any phase of construction which are not preapproved and authorized in writing by Knauf Landscape Architecture, Inc. ±80% PROGRESS SET SCALE: 1" = 10' SEE PLANT SCHEDULE ON L2.1 DUMPSTER LOCATION. DETAILS TO COME S D EX. CB RIM 341.3 INV. 338.6 (4" E) INV. 336.9 (18" N) EX. UTILITY CABINET (TYP.) 18" HDPE w/ F.E.S. EX. CB RIM 347.7 EX. CB RIM 347.7 18" HDPE EX. 8" WATER SERVICE INV. UNKNOWN APPROX. LOCATION 8" PVC SEWER SERV. INV. UNKNOWN 8" D . I . W A T E R M A I N 10" D.I. WATER MAIN 8" PVC 8" PVC EX. SMH RIM 346.3 INV. 335.5 (CL)18 " H D P E B O W D O I N S T . MEADOWLAND DR. 50' W E T L A N D B U F F E R EXISTING BIT. CONC. SHARE D U S E P A T H EX I S T I N G 5 ' B I T . C O N C . S I D E W A L K (2) WATER DIG SAFE MARKINGS EX. CB RIM 341.4 INV. 339.3 (4" E) INV. 336.3 (18" E) INV. 336.3 (18" S) INV. 336.2 (18" NW) T T LOT 7 3.96 AC. 8" D . I . EX. CB RIM 351.8 INV. 346.2 (18" W) 28 P A R K I N G S P A C E S DUM P S T E R S N O W New Building S N O W S N O W 5 ' c o n c r e t e s i d e w a l k New concrete curb Tip down concrete curb Tip down concrete curb 5' concrete sidewalk Flush curb at HC space New paved parking New 12'x18' screened dumpster pad New paved parking New paved drop-off lane 2, van accessible spaces New concrete equipment pad New concrete pad at door New concrete pad at door 9' concrete sidewalk New paved apron Tip down concrete curb at multi-use path (typ) New concrete curb 9, 18'x9' striped parking spaces 10, 18'x9' striped parking spaces 7, 18'x9' striped parking spaces New bike rack on concrete padTemporary project sign New dual EV charging station with bollards New 5' high fence New 5' high fence Transformer on concrete pad New bike rack on concrete pad Bench on concrete pad Flush curb at pull off 128.3' 58.6'87.5'29.9'PARKING WIDTH WEST PARKLET WIDTH WEST PARKLET WIDTH BUILDING WIDTH 176.0' TOTAL AMENITY+BUILDING 30% (MAX.)FRONT YARD COVERAGE DIMENSIONAL SUMMARY - 3.0 AC. REQ'D. LOT FRONTAGE LOT AREA PROPOSED 3.96 AC. BUILD. COVERAGE LOT COVERAGE 30% (MAX.) 50% (MAX.) 40.4' FRONT SETBACK SIDE SETBACK 50' 35' 35'REAR SETBACK N/A 13.3% 5.5% MEADOWLAND DRIVE 715' BOWDOIN STREET 253' MEADOWLAND DRIVE 10.0% BOWDOIN STREET 7.4% THOMPSON STREET 230' MEADOWLAND DRIVE 31.2' BOWDOIN STREET 32.7' THOMPSON STREET 590.4' MEADOWLANDS ANIMAL HOSPITAL LOT 7 MEADOWLAND BUSINESS PARK South Burlington, Vermont C-2 SITE & MATERIALS PLAN 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com APPLICANT: PROPERTY INFORMATION: Address: 39 Bowdoin Street Parcel ID: 0257-00039. SPAN: 600-188-1706 Area: 3.96 Acres Zoning: Industrial and Open Space OWNER: NORTHEAST TERRITORIES, INC. 20 South Crest Drive Burlington, Vermont 05401 ARCHITECT: DUNCAN WISNIEWSKI ARCHITECTURE 255 South Champlian Street Burlington, Vermont 05401 T: 802.864.6693 LOCATION MAP 1" = 2000' PROJECT LOCATION 116 89 REFER TO SITE NOTES AND LEGEND SHEET C-1.0 ZONING DISTRICT: INDUSTRIAL OPEN SPACE DISTRICT MEADOWLANDS ANIMAL HOSPITAL 2386 Airport Road Berlin, Vermont 05641 Waiver request: Waivers are requested for the front yard setback from Meadowland Drive (50' to 31') and Bowdoin Street (50' to 32' ETC S D EX. CB RIM 341.3 INV. 338.6 (4" E) INV. 336.9 (18" N) 18" HDPE w/ F.E.S. INV. 335.8 EX. CB RIM 347.7 EX. CB RIM 347.7 18" HDPE 18 " H D P E B O W D O I N S T . MEADOWLAND DR. 50' W E T L A N D B U F F E R EXISTING BIT. CONC. SHA R E D U S E P A T H EX I S T I N G 5 ' B I T . C O N C . S I D E W A L K 351 35 0 35 0 350 34 9 34 9 34 8 34 8 34 8 348 347 3 4 7 34 7 347 346 346 346 345 34 5 345 344 344 3 4 4 344 343 343 3 4 3 343 342 34 2 3 4 2 342 341 34 1 3 4 1 341 340 340 339 339 338 338 337 33 7 33 6 8" OAK 8" OAK 8" OAK 8" MAPLE 8" MAPLE 4" SPRUCE 2" SPRUCE 2" SPRUCE 4" SPRUCE (3) 4" SPRUCE (2) 4" SPRUCE 4" SPRUCE 4" SPRUCE (3) 4" SPRUCE 4" SPRUCE 2" SPRUCE 2" SPRUCE (4) 6" FIR 2" FIR EX. CB RIM 341.4 INV. 339.3 (4" E) INV. 336.3 (18" E) INV. 336.3 (18" S) INV. 336.2 (18" NW) T T 34 0 33 8 33 9 349 345 346 339 341 4" LINDEN 4" LINDEN 4" LINDEN 4" LINDEN 2" SPRUCE LOT 7 3.96 AC. EX. CB RIM 351.8 INV. 346.2 (18" W) FFE 349.0 x3 4 8 . 9 x3 4 8 . 9 x3 4 8 . 9 x3 4 8 . 9 x3 4 8 . 9 x3 4 7 . 2 5 New Cascade CS-4 Separator Rim 346.1 Inv. 341.4 x348.25 x3 4 8 . 2 5 x346 . 8 1 x345 . 7 6 New CB Rim 345.76 Inv. out 341.51 x 3 4 7 . 6 5 x346 . 5 5 x 3 4 6 . 6 5 x 3 4 7 . 3 New CB Rim 346.05 Inv. out 341.8 New CB Rim 344.2 Inv. in 338.95 Inv. out 338.85 347 34 8 34 9 34 8 34 8 34 7 347 3 4 5 34 6 New SFMH72 StormFilter#1 w/low drop cartridges Rim 347.0 Inv. in. 341.15 Inv.out 339.35 New DMH Rim 346.5 Inv. in 339.24 Inv. out 339.14 New CB Rim 346.0 Inv. 341.75 New DMH Rim 347.2 Inv. in (15") 341.25 Inv. out (6)" 341.25 Inv. out (15") 343.9 New 4' diameter CMP storage. (4) rows, 60' total length. See detail. Inv. 341.25 New 30" risers w/covers New 4' dia. CMP header. 3 4 8 345 345 34 4 3 4 6 348 345 34 8 346 N e w 1 5 " H D P E s = 0 . 0 0 5 Ne w 1 8 " H D P E s= 0 . 0 0 5 Ne w 1 5 " H D P E s= 0 . 0 0 5 x346 . 9 8 345 x 3 4 6 . 6 x345 . 8 8 x 3 4 6 . 5 346 x347 . 4 x347 . 5 Ne w 1 5 " H D P E s= 0 . 0 0 5 New 15" HDPE s=0.005 347 New 12 " P V C R o o f D r a i n s=0.005 New DMh Rim 346.8 Inv. out 341.5 Install cap with 1" drilled orifice at elevation 341.25 on pipe to StormFilter New 6 " P V C s= 0 . 0 0 5 N e w 6 " P V C s = 0 . 0 0 5 New 1 5 " HDPE s=0.0 0 5 MEADOWLANDS ANIMAL HOSPITAL LOT 7 MEADOWLAND BUSINESS PARK South Burlington, Vermont C-2.1 GRADING & DRAINAGE PLAN 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com APPLICANT: PROPERTY INFORMATION: Address: 39 Bowdoin Street Parcel ID: 0257-00039. SPAN: 600-188-1706 Area: 3.96 Acres Zoning: Industrial and Open Space OWNER: NORTHEAST TERRITORIES, INC. 20 South Crest Drive Burlington, Vermont 05401 ARCHITECT: DUNCAN WISNIEWSKI ARCHITECTURE 255 South Champlian Street Burlington, Vermont 05401 T: 802.864.6693 LOCATION MAP 1" = 2000' PROJECT LOCATION 89 116 REFER TO SITE NOTES AND LEGEND SHEET C-1.0 City Submittal MEADOWLANDS ANIMAL HOSPITAL 2386 Airport Road Berlin, Vermont 05641 Material to be removed from wetland buffer = 1,200± cubic yards (cy) CUT/FILL ESTIMATE Net Cut/Fill for Development Site = 500 cy fill S D EX. UTILITY CABINET (TYP.)EX. 8" WATER SERVICE INV. UNKNOWN APPROX. LOCATION 8" PVC SEWER SERV. INV. UNKNOWN 8" D . I . W A T E R M A I N 10" D.I. WATER MAIN 8" PVC 8" PVC EX. SMH RIM 346.3 INV. 335.5 (CL) B O W D O I N S T . MEADOWLAND DR. 50' W E T L A N D B U F F E R EXISTING BIT. CONC. SHARE D U S E P A T H EX I S T I N G 5 ' B I T . C O N C . S I D E W A L K 8" OAK 8" OAK 8" OAK 8" MAPLE 8" MAPLE (2) WATER DIG SAFE MARKINGS 2" SPRUCE 4" SPRUCE (3) 4" SPRUCE (2) 4" SPRUCE 4" SPRUCE 4" SPRUCE (3) 4" SPRUCE 4" SPRUCE 2" SPRUCE 2" SPRUCE (4) 6" FIR 2" FIR T T 4" LINDEN 4" LINDEN 4" LINDEN 4" LINDEN 2" SPRUCE LOT 7 3.96 AC. 8" D . I . 28 P A R K I N G S P A C E S DUM P S T E R S N O W New Building New Cascade CS-4 Separator Rim 346.1 Inv. 341.4 New CB#1 Rim 345.76 Inv. out 341.51 New CB#2 Rim 346.05 Inv. in 341.88 Inv. out 341.78 New CB#6 Rim 344.2 Inv. in 338.95 Inv. out 338.85 New wye connection. Inv. 336.4± Bldg Inv. 342.0± New hydrant assembly New SFMH72 StormFilter#1 w/low drop cartridges Rim 347.25 Inv. in. 341.15 Inv.out 339.35 New CB#5 Rim 346.37 Inv. 342.62 New DMH#1 Rim 347.2 Inv. in (15") 341.25 Inv. out (6)" 341.25 Inv. out (15") 341.25 See detail for pipe configuration New 4' diameter CMP storage. (4) rows, 80' total length. See detail. Inv. 341.25 New 30" risers w/covers S N O W S N O W New 4' dia. CMP header. New 45° bends w/thrust blocks. Install new 8" gate valve with Foster adapter on downstream side of second bend. New end cap with 1-12" service tap. Ne w 1 1 2" k c o p p e r o r C T S po l y e t h y l e n e w a t e r s e r v i c e New 8 " P V C C90 0 w a t e r Ne w 6 " P V C S D R 3 5 sa n i t a r y s = 0 . 0 8 New gas service New electric & communications 5 ' c o n c r e t e s i d e w a l k N e w 1 5 " H D P E s = 0 . 0 0 5 Ne w 1 5 " H D P E s= 0 . 0 7 4 Ne w 1 5 " H D P E s= 0 . 0 0 5 New 1 5 " H D P E s=0.00 5 New electric & communications Sawcut and restore existing pavement New transformer New 12 " P V C R o o f D r a i n s=0.005 New DMh#2 Rim 346.8 Inv. out 341.5 Install cap with 1" drilled orifice at elevation 341.25 on pipe to StormFilter. See detail. New thrust block at all bends (typ) New 6 " P V C s=0.0 0 5 Ne w 6 " P V C s= 0 . 0 0 5 New 1 5 " HDP E s=0. 0 0 5 New curb stop Existing easement for water main along Bowdoin Street New CB#4 Rim 346.0 Inv. in 342.4 Inv. out 342.3 New CB#3 Rim 346.0 Inv. in 342.2 Inv. out 342.1 N e w 1 5 " H D P E s= 0 . 0 0 5 New Drop Inlet Rim 345.75 Inv. out 342.5 Contractor shall excavate a test pit to confirm size and location of existing water line. Install pressure reducing valve after water meter and before backflow device. Coordinate with mechanical plans. See CWD specifications for C-900 water line including bedding and tracer wire. New 12" HDPE s=0.005 ALL WATER LINES AND APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITH THE CHAMPLAIN WATER DISTRICT SPECIFICATIONS AND DETAILS FOR THE INSTALLATION OF WATER LINES AND APPURTENANCES, CURRENT EDITION, HENCEFORTH THE CWD SPECIFICATIONS. RECORD DRAWINGS PREPARED BY A VERMONT LICENSED PROFESSIONAL ENGINEER SHALL BE PROVIDED TO THE SOUTH BURLINGTON WATER DEPT. IN PDF AND AUTOCAD FORMAT. DRAWING SHALL INCLUDE TIES TO ALL GATE VALVES AND CURB STOPS TO SUB-METER ACCURACY. MEADOWLANDS ANIMAL HOSPITAL LOT 7 MEADOWLAND BUSINESS PARK South Burlington, Vermont C-2.2 SITE UTILITY PLAN 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com APPLICANT: PROPERTY INFORMATION: Address: 39 Bowdoin Street Parcel ID: 0257-00039. SPAN: 600-188-1706 Area: 3.96 Acres Zoning: Industrial and Open Space OWNER: NORTHEAST TERRITORIES, INC. 20 South Crest Drive Burlington, Vermont 05401 ARCHITECT: DUNCAN WISNIEWSKI ARCHITECTURE 255 South Champlian Street Burlington, Vermont 05401 T: 802.864.6693 LOCATION MAP 1" = 2000' PROJECT LOCATION 89 116 REFER TO SITE NOTES AND LEGEND SHEET C-1.0 City Submittal MEADOWLANDS ANIMAL HOSPITAL 2386 Airport Road Berlin, Vermont 05641 6 veterinarians @ 200 gpd/each = 1,200 gpd 38 non-veterinarian employees @ 13 gpd/each = 494 gpd TOTAL = 1,694 gpd Basis of Design Wastewater & Potable Water Design Flows S D 351 35 0 35 0 350 34 9 34 9 34 8 34 8 34 8 348 347 3 4 7 34 7 347 346 346 346 345 3 4 5 345 344 344 3 4 4 344 343 34 3 3 4 3 343 342 34 2 3 4 2 342 341 34 1 3 4 1 341 340 340 339 339 338 338 337 33 7 T T 34 0 33 8 33 9 349 345 346 339 341 LOT 7 3.96 AC. FFE 349.0 x3 4 8 . 9 x3 4 8 . 9 x3 4 8 . 9 x3 4 8 . 9 x3 4 8 . 9 x3 4 7 . 2 5 x348.25 x3 4 8 . 2 5 x346 . 8 1 x345 . 7 6 x 3 4 7 . 6 5 x346 . 5 5 x 3 4 6 . 6 5 x 3 4 7 . 3 347 34 8 34 9 34 8 34 8 34 7 347 3 4 5 34 6 3 4 8 345 345 34 4 3 4 6 348 345 34 8 346 x346 . 9 8 345 x 3 4 6 . 6 x345 . 8 8 x 3 4 6 . 5 346 x347 . 4 x347 . 5 347 This project is located within the SPA for the Champlain Water District WSID VT0005092. In the event of a hazardous spill or release during future construction or any proposed activities at this site, the Applicant should notify the public water system and have the water system's contact information readily available at the project site and with the project contractor(s). MEADOWLANDS ANIMAL HOSPITAL LOT 7 MEADOWLAND BUSINESS PARK South Burlington, Vermont C-3.0 EROSION PREVENTION & SEDIMENT CONTROL PLAN 164 Main Street, Suite 201 P: (802) 878-0375 Colchester, Vermont 05446 www.krebsandlansing.com APPLICANT: PROPERTY INFORMATION: Address: 39 Bowdoin Street Parcel ID: 0257-00039. SPAN: 600-188-1706 Area: 3.96 Acres Zoning: Industrial and Open Space OWNER: NORTHEAST TERRITORIES, INC. 20 South Crest Drive Burlington, Vermont 05401 ARCHITECT: DUNCAN WISNIEWSKI ARCHITECTURE 255 South Champlian Street Burlington, Vermont 05401 T: 802.864.6693 LOCATION MAP 1" = 2000' PROJECT LOCATION 116 89 Barrier Fence Silt Fence Inlet protection around catch basin Crushed stone for stabilization Stone check dam Install and maintain all stabilized construction entrances during construction. Install and maintain limit of disturbance demarcation throughout construction, see details. (typ.) Inlet protection at all catch basin structures (typ.) Install stone check dams in swale. See details Use erosion control matting where slopes exceed 3:1 Install silt fence downslope of all construction. Install J-hooks as needed per details. Install and maintain limit of disturbance demarcation throughout construction, see details. (typ.) Install silt fence downslope of all construction. Install J-hooks as needed per details.Use erosion control matting where slopes exceed 3:1 REFER TO SITE NOTES AND LEGEND SHEET C-1.0 City Submittal MEADOWLANDS ANIMAL HOSPITAL 2386 Airport Road Berlin, Vermont 05641