HomeMy WebLinkAboutSP-22-006 - Plans - Non-Record - 1459 Shelburne Road
525 Hercules Drive I Suite Two I Colchester, VT 05446 I Phone: 802.655.5020 I Fax: 802.655.6567 I wiemannlamphere.com
List of Drawings
C-0.00 Existing Conditions, dated 1/28/22
C-1.00 Proposed Infant Care Facility Site Plan, dated 1/28/22
C2.00 Details, dated 1/28/22
C2.01 Details, dated 1/28/22
C2.02 Details, dated 1/28/22
C2.03 Details, dated 1/28/22
C2.04 Details, dated 1/28/22
Exhibit A - First Floor Plan, dated 1/27/22
Exhibit B - Exterior Elevations & Materials, dated 1/27/22
Exhibit C - The Homestead Preschool Images, dated 10/15/21
Exhibit D – View 1, dated 1/27/22
Exhibit E – View 2, dated 1/27/22
Exhibit F – View 3, dated 1/27/22
Exhibit G – View 4, dated 1/27/22
SL-1A Site Lighting Photometric Calculation
Proposed Exterior Light Fixtures
THE
HOMESTEAD
SCHOOL
1459 Shelburne Road (VT Route 7)
South Burlington, Vermont
OWNER:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
C-2.00
DETAILS
ANTHONY SOCINSKI TRUST
533 TANNER ROAD
JEFFERSONVILLE, VERMONT 05464
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446 www.krebsandlansing.com
PROPERTY INFORMATION:
ADDRESS: 1459 SHELBURNE ROAD
PARCEL ID: 1540-01459
SPAN: 600-188-15810
GRANDLIST ACREAGE: 0.71 ACRES
ZONING: COMMERCIAL 2 (C2)
FRONT YARD BUILDING SETBACK: 30'
BACK YARD BUILDING SETBACK: 30'
SIDE YARD BUILDING SETBACK: 10'
MAXIMUM BUILDING COVERAGE:40%
MAXIMUM TOTAL LOT COVERAGE: 70%
STAMP:
APPLICANT:
REPERIO PROPERTIES, LLC
P.O. BOX 1133
WILLISTON, VERMONT 05495
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 SAW-CUT 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.CONTRACTOR SHALL REVIEW SOIL INVESTIGATION REPORT AND SOILS LOGS PRIOR TO BID. ANY SOIL
REUSED AS FILL UNDER ROADS AND APPLICABLE CONCRETE SIDEWALKS SHALL PASS A SUBGRADE PROOF ROLL WITH A LOADED TANDEM. FILL
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 THE GREEN MOUNTAIN POWER (GMP) PRIOR TO ANY WORK IN THE VICINITY OF THE EXISTING ELECTRIC
CONDUITS.
5.THIS PROJECT WILL LIKELY NOT REQUIRE COVERAGE UNDER AN GENERAL CONSTRUCTION STORMWATER DISCHARGE PERMIT. THE
CONTRACTOR WILL STILL FOLLOW RULES, REGULATIONS, AND DIRECTION OUTLINED IN THE STATE OF VERMONT "LOW RISK HANDBOOK FOR
EROSION PREVENTION AND SEDIMENT CONTROL" FROM FEBRUARY 2020.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 AS INDICATED IN THE RECORD DRAWING SPECIFICATIONS.
7.SEE EROSION CONTROL AND LOGISTICS PLANS FOR LOCATIONS OF STAGING / STORAGE AREAS.
8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SIGNAGE AND CONSTRUCTION BARRIER/SAFETY FENCING NECESSARY FOR PROVIDING
SAFE VEHICULAR AND PEDESTRIAN ACCESS THROUGH OR AROUND THE SITE DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE THIS
WITH THE CITY OF SOUTH BURLINGTON AND THE SOUTH BURLINGTON DEPARTMENT OF PUBLIC WORKS.
9.DEFINITION OF "PRECONSTRUCTION EXCAVATION" FOR THESE CONTRACT DOCUMENTS SHALL BE:
THE SITE CONTRACTOR SHALL EXPOSE UTILITIES AND OBTAIN ALL NECESSARY INFORMATION, INCLUDING BUT NOT LIMITED TO, INVERT
ELEVATION, SIZE, DEPTH, PIPE TYPE, JOINT LOCATION, ETC. CONTRACTOR SHALL TRANSIT SURVEY THE LOCATION AND ELEVATIONS OF THE
UTILITY. CONTRACTOR SHALL PROVIDE THE ENGINEER WITH SKETCHES INDICATING HORIZONTAL AND VERTICAL INFORMATION OF PIPE OR
CONDUIT TYPE AND SIZE, CROSS-SECTION INFORMATION, CONCRETE ENCASEMENT INFORMATION (TOP AND BOTTOM ELEVATIONS, WIDTH, ETC.),
JOINT LOCATION, ETC. OF EACH REQUIRED EXISTING UNDERGROUND UTILITY. ACCURACY OF HORIZONTAL LOCATION IS WITHIN 1 FOOT, AND
ACCURACY OF VERTICAL ELEVATION IS WITHIN 0.02 FT. (1/4"). COORDINATE ALL EXCAVATION WITH TOWN, OWNER, AND ENGINEER.
PRECONSTRUCTION EXCAVATIONS SHALL OCCUR PRIOR TO ORDERING STRUCTURES AND PRIOR TO UTILITY CONSTRUCTION TO FACILITATE
REDESIGN AND/OR DESIGN CONFIRMATION.
10.THE LOCATION OF THE PRECONSTRUCTION EXCAVATION SYMBOLS DOES NOT NECESSARILY INDICATE THE LOCATION OF THE BURIED UTILITY.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIND AND EXPOSE THE UTILITY.
11.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS OF IMPORTING AND PLACING TOPSOIL AND/OR COMPOST NECESSARY TO COMPLETE THE
PROJECT. CONTRACTOR SHALL TEST TOPSOIL FOR APPROVAL BY THE OWNER AND ENGINEER.
12.ALL SEWER AND STORM PIPES SHALL BE PVC SDR 35 UNLESS OTHERWISE NOTED.
13.CORE AND BOOT ALL EXISTING STRUCTURES UNLESS OTHERWISE NOTED.
14.ALL NEW CATCH BASINS AND SANITARY SEWER MANHOLE MUST HAVE ONE 6" PRECAST CONCRETE GRADE RING.
15.ALL WATERLINE PIPE SHALL BE DUCTILE IRON CLASS 52. ALL BENDS AND FITTINGS SHALL HAVE REDI-MIX CAST IN PLACE THRUST BLOCKS
16.TEMPORARY GROUNDWATER, STORMWATER, AND SEWER 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.
17.ALL SIDEWALKS SHALL HAVE 2% MAXIMUM CROSS SLOPE. ALL RAMPS AND STAIRS SHALL HAVE A LANDING AT THE BOTTOM WITH A MAXIMUM
SLOPE OF 2% FOR 5 FEET.
18.CONTRACTOR TO PIN CONCRETE SIDEWALK/SLABS TO ALL CONTACT POINTS WITH STAIRS, BUILDING, BIKE SLAB, RETAINING WALLS, ETC.
19.CONTRACTOR SHALL MAINTAIN FULL OCCUPANCY AND FIRE DEPARTMENT ACCESS TO ALL SURROUNDING BUILDINGS. COORDINATE ALL
TEMPORARY ACCESS WITH THE MUNICIPALITY.
20.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.
21.REMOVAL OF ALL EROSION CONTROL IS THE RESPONSIBILITY OF THE CONTRACTOR.
22.AT THE END OF THE PROJECT, CLEAN THE SUMPS OF ALL NEW AND EXISTING CATCH BASINS AND STORM MANHOLES WITHIN THE PROJECT
LIMITS.
23.ELECTRICAL AND LIGHTING ARE SHOWN FOR ILLUSTRATIVE/COORDINATION PURPOSES ONLY. REFER TO ELECTRICAL PLANS AND
SPECIFICATIONS FOR DESIGN.
24.SEE LANDSCAPE AND/OR STRUCTURAL PLANS FOR ALL RETAINING WALLS, UTILITY PADS, STAIRS, EXTERIOR CONCRETE AT DOORS AND SITE
INFRASTRUCTURE OVER GARAGE ROOF.
25.REFER TO PLUMBING, MECHANICAL AND/OR FIRE PROTECTION PLANS FOR WATER, SEWER AND STORM DESIGN WITHIN FIVE FEET OF THE
BUILDING.
GENERAL CONSTRUCTION NOTES:
1.EROSION PREVENTION AND SEDIMENT CONTROL (EPSC) PRACTICES SHALL BE
IMPLEMENTED IN ALL AREAS WHERE THERE IS AN INCREASED RISK OF EROSION, AND
WHERE THERE IS POTENTIAL FOR DISCHARGE OF STORMWATER RUNOFF (EITHER
DIRECT OR INDIRECT) TO A WATER BODY.
2.EPSC MEASURES SHALL BE INSTALLED PRIOR TO ANY EARTH DISTURBING ACTIVITIES
WITHIN A GIVEN DRAINAGE AREA WITH THE EXCEPTION OF LAND DISTURBANCE THAT
MAY RESULT FROM ACCESSING THE AREA(S) WITH EQUIPMENT IN WHICH EPSC
MEASURES ARE TO BE INSTALLED. THIS EXCEPTION INCLUDES LAND DISTURBANCE
THAT MAY RESULT FROM ACCESS OF EQUIPMENT THAT IS NEEDED FOR:EXPLORATION
AND/OR EPSC MEASURE INSTALLATION PHASES OF THE PROJECT. TEMPORARY
SEDIMENT BASINS, TEMPORARY SEDIMENT TRAPS, PERIMETER DIKES, TEMPORARY
SEDIMENT BARRIERS, AND OTHER TEMPORARY MEASURES INTENDED TO TRAP
SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND DISTURBING
ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE
TAKES PLACE WITH THE EXCEPTION OF THOSE ACTIVITES STATED ABOVE. EARTH
DISTURBANCE INCLUDES STUMPING AND GRUBBING OF CLEARED AREAS.
3.EPSC MEASURES SHALL BE INSTALLED PURSUANT TO THE EPSC PLAN, THE 2020 STATE
OF VERMONT LOW RISK SITE HANDBOOK FOR EROSION PREVENTION AND SEDIMENT
CONTROL, THE 2020 VERMONT EROSION PREVENTION AND SEDIMENT CONTROL
STANDARDS AND SPECIFICATIONS, AND/OR ANY OTHER RELEVANT PROJECT PERMITS.
4.ALL PROPOSED CHANGES SHALL BE APPROVED BY THE ON-SITE PLAN COORDINATOR
(OSPC) OR HIS/HER DESIGNEE PRIOR TO IMPLEMENTATION.
5.NO CLEARING/LOGGING IS PROPOSED FOR THE PROJECT.
6.PERMISSION MUST BE GRANTED BY VT DEC PRIOR TO USE OF ANY SUPPORT
ACTIVITIES OCCURRING OUTSIDE OF THE APPROVED PROJECT BOUNDARIES.
7.ALL PARTIES ASSOCIATED WITH CONSTRUCTION ACTIVITIES WHO MEET EITHER OF THE
FOLLOWING TWO CRITERIA OF “PRINCIPAL OPERATOR” MUST OBTAIN COVERAGE
UNDER THE CONSTRUCTION STORMWATER DISCHARGE PERMIT FOR THE PROJECT
PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES BY THAT OPERATOR:
A.THE PARTY HAS OPERATIONAL CONTROL OVER CONSTRUCTION PLANS AND
SPECIFICATION, INCLUDING BUT NOT LIMITED TO THE ABILITY TO MAKE
MODIFICATIONS TO THOSE PLANS AND SPECIFICATIONS; OR
B.THE PARTY HAS CONTINUOUS DAY-TO-DAY OPERATIONAL CONTROL OF THOSE
ACTIVITIES AT THE PROJECT THAT ARE NECESSARY TO ENSURE COMPLIANCE
WITH AN EPSC PLAN FOR THE SITE OR OTHER PERMIT CONDITIONS (E.G., THEY
ARE AUTHORIZED TO DIRECT WORKERS AT A SITE TO CARRY OUT ACTIVITIES
REQUIRED BY THE EPSC PLAN OR COMPLY WITH OTHER PERMIT CONDITIONS).
1.EXISTING VEGETATION SHALL BE PROTECTED AND MAINTAINED TO THE EXTENT
PRACTICABLE.
2.A VEGETATED BUFFER SHALL BE MAINTAINED FOR WATER BODIES WHERE FEASIBLE (E.G.,
WETLANDS AND STREAMS).
3.TO THE EXTENT PRACTICABLE, SURFACE FLOW SHALL BE DIVERTED AWAY FROM EXPOSED
SOILS VIA DIVERSION BERMS, EARTH DIKES, PERIMETER DIKES/SWALES, TEMPORARY
SWALES, WATER BARS, AND/OR CHECK DAMS.
4.RESOURCE AREAS (E.G., WETLANDS, STREAMS, RTE PLANT SPECIES) SHALL BE FLAGGED
PRIOR TO ANY CONSTRUCTION RELATED ACTIVITIES OCCURRING WITHIN CLOSE PROXIMITY
TO THOSE AREAS.
5.EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN
APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT
DOES NOT VIOLATE WATER QUALITY STANDARDS OR CONTRIBUTE TO EROSION.
DEWATERING DETAILS SHALL BE REVIEWED AND APPROVED BY OSPC PRIOR TO USE.
6.CONCENTRATED RUNOFF SHALL NOT FLOW DOWN STEEP SLOPES UNLESS CONTAINED
WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL (SEE DETAILS), FLUME, OR
SLOPE DRAIN STRUCTURE.
7.UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING
STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA:
A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.
B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES, WHERE
FEASIBLE, BUT NOT IN RESOURCE AREAS.
8.WHERE FEASIBLE, ALL SEDIMENT REMOVED FROM SEDIMENT CONTROL PRACTICES AS PART
OF MAINTENANCE SHALL BE DISPOSED OF IN AN AREA THAT IS AT LEAST ONE OF THE
FOLLOWING, WITH IMMEDIATE STABILIZATION FOLLOWING DISPOSAL OF MATERIAL:
A. LESS THAN 5±% SLOPE
B. AT LEAST 100 FEET FROM ANY DOWNSLOPE WATER BODY OR CONVEYANCE TO A WATER
BODY, INCLUDING A DITCH
C. VEGETATED
9.DISTURBED AREAS BORDERING OR DRAINING TO EXISTING ROADS SHALL HAVE AN
APPROPRIATE SEDIMENT BARRIER (E.G., SILT FENCE) SPANNING THE EDGE OF THE
DISTURBANCE TO PREVENT WASHING OF SEDIMENT ONTO ROADWAYS OR INTO ROAD
DITCHES.
10.IN ADVANCE OF PREDICTED RAINFALL OR SNOWMELT, ALL EPSC MEASURES THAT ARE
LOCATED IN ACTIVE AREAS OF EARTH DISTURBANCE SHALL BE INSPECTED AND REPAIRED,
AS NEEDED. IF NECESSARY, THIS SHALL INCLUDE TEMPORARY STABILIZATION OF ALL
DISTURBED SOILS ON THE SITE IN ADVANCE OF THE ANTICIPATED RUNOFF PERIOD.
11.DUST CONTROL SHALL BE HANDLED VIA WATER APPLICATION TO ROADWAYS AND OTHER
AREAS WHERE DUST MAY BE GENERATED.
EPSC GENERAL NOTES:
EPSC CONSTRUCTION NOTES:
1.THE METHODS AND MATERIALS OF CONSTRUCTION SHALL CONFORM TO THE LATEST STANDARDS OF THE STATE OF VERMONT AND CITY OF
SOUTH BURLINGTON, ALL WORK SHALL BE IN CONFORMANCE WITH ALL PERMITS AND APPROVALS ISSUED FOR THE PROJECT. IN CASE OF
CONFLICT, THE MORE STRINGENT SPECIFICATION SHALL APPLY AS DIRECTED BY ENGINEER. ALL WORK SHALL BE DONE IN A WORKMANLIKE
MANNER AND COMPLETED IN THE TIME SPECIFIED BY OWNER.
2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS SHOWN AND REQUIRED TO MAKE THE JOB COMPLETE. THESE
DRAWINGS DO NOT SHOW EVERY FITTING OR APPURTENANCE. MATERIALS SHALL BE AS SPECIFIED ON THE DRAWINGS. MANUFACTURER'S
PRODUCT SPECIFICATIONS SHALL BE SUBMITTED FOR ALL MATERIALS TO THE ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.
3.THE LOCATION AND SIZE OF EXISTING UNDERGROUND UTILITIES IS NOT WARRANTED TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL
FIELD LOCATE ALL UTILITIES AND SHALL CONTACT THE AFFECTED UTILITY COMPANY, THE ENGINEER AND THE MUNICIPALITY PRIOR TO
MAKING ANY HOOK UPS. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXISTING UTILITIES AND THEIR UNINTERRUPTED
SERVICES. ALL OFF-SITE BACKFILL, SHEETING, SHORING, DEWATERING, CLEARING AND GRUBBING, EROSION CONTROL, DUST CONTROL,
TRAFFIC CONTROL, GRADING, AND ALL INCIDENTALS SHALL BE INCLUDED AS PART OF THE REQUIRED WORK.
4.REPAIR OF ALL DISTURBED AREAS, GRADING, SEEDING, MULCHING, REPAIR OF ROADS AND CURBS, PAVING, AND OTHER INCIDENTALS ARE
INCLUDED AS PART OF THE REQUIRED WORK. ALL DISTURBED AREAS SHALL BE LOAMED AND MULCHED UNTIL PERMANENT GROUND COVER IS
ESTABLISHED.
5.THE CONTRACTOR SHALL VERIFY ALL TEMPORARY BENCH MARKS BEFORE USE.
6.THE WORKMEN AND PUBLIC SHALL BE PROTECTED BY THE CONTRACTOR FROM ANY AND ALL HAZARDS CONNECTED WITH THE
CONSTRUCTION WORK. OPEN TRENCHES, MATERIALS, OR EQUIPMENT WITHIN THE WORKING LIMITS ARE TO BE GUARDED BY THE USE OF
ADEQUATE BARRICADES OR FLAGMEN. ALL BARRICADES LEFT IN POSITION OVERNIGHT ARE TO BE PROPERLY LIGHTED. KEROSENE POTS ARE
NOT ACCEPTABLE. WHEN WORK NARROWS THE USABLE PAVEMENT, FLAGMEN SHALL BE EMPLOYED TO AID THE FLOW OF TRAFFIC SO THAT
THERE WILL BE NO UNDUE DELAYS. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR THE SAFETY OF ALL WORKMEN, THE GENERAL
PUBLIC AND ALL DAMAGES TO PROPERTY OCCURRING FROM OR UPON THE WORK OCCASIONED BY NEGLIGENCE OR OTHERWISE GROWING
OUT OF A FAILURE ON THE PART OF THE CONTRACTOR TO PROTECT PERSONS OR PROPERTY FROM HAZARDS OF OPEN TRENCHES,
MATERIALS, OR EQUIPMENT AT ANY TIME OF THE DAY OR NIGHT WITHIN THE WORKING AREA. ALL WORK SHALL BE IN CONFORMANCE TO
OSHA REGULATIONS, TITLE 19, PARTS 1926.651 AND 1926.652, AND APPLICABLE TO VOSHA REGULATIONS.
7.THE CONTRACTOR SHALL VERIFY ALL UTILITY INTERSECTIONS AND CONTACT ENGINEER AND OWNER WITH CONFLICTS.
8.THE CONTRACTOR SHALL CALL, DIG SAFE PRIOR TO ANY EXCAVATION.
9.THE CONTRACTOR SHALL COORDINATE FINAL LOCATION AND INVERTS FOR WATER, SEWER, AND STORM BUILDING CONNECTIONS WITH THE
ARCHITECT, STRUCTURAL ENGINEER, AND MECHANICAL ENGINEER.
10.ALL NEW SANITARY AND STORM PIPES SHALL BE LAID WITH A LASER TO ELEVATION AND SLOPE AS SHOWN ON THE PLANS.
ADDITIONAL CONSTRUCTION NOTES
1.ALL AREA DISTURBED AND ALL AREAS WITHIN THE CLEARING LIMITS SHALL BE GRADED
AND COVERED WITH A MINIMUM OF 6" 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 6". 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 MUNICIPALITY 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
1.THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL CONSTRUCTION OF WATER MAIN, STORM AND SANITARY SEWER SYSTEMS AS SHOWN ON THE PLANS. THE
CONTRACTOR WILL BE RESPONSIBLE FOR ALL NECESSARY ADAPTERS, FITTINGS, ETC. TO MAKE CONNECTIONS TO THE EXISTING AND PROPOSED UNITS. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK SHOWN OR IMPLIED ON THE PLANS AND/OR REFERENCED IN THE SPECIFICATIONS AND PERMITS. THE
CONTRACTOR SHALL SUBMIT, FOR APPROVAL BY THE ENGINEER, ALL TYPES OF MATERIALS AND PRODUCTS USED.
2.THE CONTRACTOR SHALL COORDINATE ALL WORK ON THE WATER SUPPLY SYSTEM WITH THE OWNER, THE CITY OF SOUTH BURLINGTON, SOUTH BURLINGTON
PUBLIC WORKS, CHAMPLAIN WATER DISTRICT (CWD), AND THE CIVIL ENGINEER. ALL WATER INSTALLATION WORK AND WATER DISTRIBUTION MATERIALS MUST
COMPLY WITH THE CURRENT WPW SPECIFICATIONS.
3.THESE PLANS ARE NOT RESPONSIBLE FOR DESIGN OF WATER AND SEWER SERVICES WITHIN 5 FEET OF THE BUILDING. THE SITE CONTRACTOR SHALL BE
RESPONSIBLE FOR EXTENDING THE SERVICES TO THE PLUMBING AND/OR FIRE SYSTEM CONNECTION WITHIN THE BUILDING. SEE PLUMBING ENGINEER,
MECHANICAL ENGINEER AND/OR FIRE PROTECTION PLANS FOR SCOPE, DESIGN AND SPECIFICATIONS WITHIN 5 FT. OF THE BUILDING.
4.CONTRACTOR SHALL PROVIDE ALL NECESSARY FITTINGS AND APPURTENANCES TO COMPLETE THE WATERLINE CONSTRUCTION WORK. THIS INCLUDES
TEMPORARY FITTINGS AND GAUGES NECESSARY TO SAFELY COMPLETE THE FLUSHING ACTIVITIES REQUIRED PRIOR TO MAKING CONNECTIONS WITH BUILDING
PLUMBING.
5.THE PROJECT SHALL BE CONSTRUCTED, COMPLETED, MAINTAINED, AND OPERATED IN ACCORDANCE WITH THE APPROVED PLANS. NO CHANGES SHALL BE
MADE IN THE PROJECT WITH OUT THE WRITTEN APPROVAL OF THE CITY, CWD, AND THE CIVIL ENGINEER. A COPY OF THE FINAL APPROVED PLANS SHALL BE
SUBMITTED TO CWD AND THE CITY PRIOR TO CONSTRUCTION OF THE WATER SYSTEM IMPROVEMENTS.
6.THE TOWN AND CWD SHALL BE NOTIFIED IN ADVANCE TO INSPECT ALL MECHANICAL JOINTS FITTINGS, MAIN LINE TAPS, APPURTENANCES, THRUST BLOCKS,
WATER LINE CROSSINGS, AND TESTING PRIOR TO OCCURRENCE OR BACKFILLING.
7.ALL DOMESTIC SERVICES AND FIRE SPRINKLER SYSTEMS THAT ARE CONNECTED TO THE PUBLIC WATER SYSTEM SHALL BE PROTECTED WITH A BACKFLOW
PREVENTION ASSEMBLY, AND AN APPROPRIATE THERMAL EXPANSION SYSTEM. THE MECHANICAL CONTRACTOR SHALL COORDINATE APPROVED BACKFLOW
PREVENTION WITH THE TOWN AND CWD.
WATER MAINS
1.APPLIES TO NEW DOMESTIC WATER MAINS AND SERVICES.
2.THE PIPE FOR WATER MAIN SHALL BE CL52 DOUBLE CEMENT LINED DUCTILE IRON. DUCTILE IRON FITTINGS SHALL CONFORM TO AWWA C110, 350 POUNDS
WORKING PRESSURE. VALVES SHALL BE MANUFACTURED TO MEET ALL REQUIREMENTS OF AWWA SPECIFICATION C509 OR C515. FOUR-INCH AND SIX-INCH
PIPE SHALL HAVE NO LESS THAN 2 BRASS WEDGES INSTALLED AT EACH JOINT. EIGHT-INCH AND 10" PIPE SHALL HAVE NO LESS THAN 3 WEDGES INSTALLED AT
EACH JOINT.
3.ALL PIPE SHALL BE INSTALLED IN ACCORDANCE WITH AWWA C600. THE PIPE SHALL BE KEPT FREE OF FOREIGN MATTER AND DEBRIS DURING INSTALLATION.
WHEN THE PROCESS OF PIPE LAYING HAS STOPPED, ANY OPEN ENDS OF PIPE SHALL BE PLUGGED. THERE SHALL BE A MINIMUM OF 6'-0" COVER OVER ALL PIPE
AND SERVICE LINES. ANY PIPE DEFLECTION SHALL NOT EXCEED FIFTY (50%) PERCENT OF RECOMMENDED MANUFACTURER'S MAXIMUM DEFLECTION. BACKFILL
MATERIALS AND PROCEDURES SHALL BE AS DETAILED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL SHEETING AND/OR
SHORING NECESSARY TO COMPLY WITH OSHA - VOSHA REGULATIONS.
4.THE TESTING OF THE WATER MAIN SHALL CONSIST OF THE TESTING OF ALL INSTALLED PIPE, SERVICES AND HYDRANTS IN ACCORDANCE WITH AWWA C600. THE
TESTING SHALL CONSIST OF A PRESSURE TEST AND LEAKAGE TEST. ALL TESTING SHALL BE DONE WITH POTABLE WATER AND IN THE PRESENCE OF THE
ENGINEER, REPRESENTATIVES FROM THE MUNICIPALITY AND THE MUNICIPALITY PUBLIC WORKS. THE PRESSURE TEST CONSISTS OF MAINTAINING A MINIMUM
INTERNAL PIPE PRESSURE OF 200 PSI FOR TWO (2) HOURS. THE TESTING ALLOWANCE SHALL BE DEFINED AS THE MAXIMUM QUANTITY OF MAKEUP WATER THAT
IS ADDED INTO A PIPELINE UNDERGOING HYDROSTATIC PRESSURE TESTING, OR ANY VALVED SECTION THEREOF, IN ORDER TO MAINTAIN PRESSURE WITHIN +/-
5 PSI OF THE SPECIFIED TEST PRESSURE (AFTER THE PIPELINE HAS BEEN FILLED WITH WATER AND THE AIR HAS BEEN EXPELLED). NO PIPE INSTALLATION WILL
BE ACCEPTED IF THE QUANTITY OF MAKEUP WATER IS GREATER THAN THAT DETERMINED BY THE FOLLOWING FORMULA:
5.CHLORINATING OF THE SYSTEM SHALL BE ACCOMPLISHED AFTER THE WATER MAIN HAS BEEN SUCCESSFULLY PRESSURE TESTED AND THOROUGHLY FLUSHED.
DISINFECTING SHALL BE IN ACCORDANCE WITH AWWA C-651. THE DISINFECTING PROCESS SHALL BE DEEMED ACCEPTABLE ONLY AFTER TWO CONSECUTIVE
SETS OF ACCEPTABLE SAMPLES, TAKEN FROM THE FLUSHED AND DISINFECTED MAIN 24 HOURS APART, SHOWS NO EVIDENCE OF BACTERIOLOGICAL
CONTAMINATION. FOR PROPER DISINFECTION USE MINIMUM 25 MG/L CHLORINE CONCENTRATION FOR 24 HOURS. THE CONCENTRATION MUST REMAIN ABOVE 10
MG/L. TABLET DISINFECTING IS NOT ACCEPTABLE. DECHLORINATION SHALL BE REQUIRED WHILE FLUSHING THE ORIGINAL CHLORINE FROM THE NEW LINE.
COORDINATE WITH THE THE MUNICIPALITY AND THE MUNICIPALITY PUBLIC WORKS REGARDING THE THE DISPOSAL OF THE HIGHLY CHLORINATED WATER
FLUSHED FROM THE NEW WATERLINE.
6.THE WATER MAIN SHALL BE THOROUGHLY FLUSHED WITH A MINIMUM FLOW VELOCITY OF 2.5 FT/S TO FLUSH FOREIGN MATERIALS OUT OF THE VALVES AND
HYDRANTS. AT LEAST 48 HOURS PRIOR TO WATERLINE FLUSHING, THE CONTRACTOR SHALL CONTACT THE OWNER, MUNICIPALITY FIRE DEPARTMENT, THE
DISTRICT WATER SUPPLY COMPANY, AND THE ENGINEER.
SANITARY SEWER
1.ALL SEWER LINES AND MANHOLES SHALL BE THOROUGHLY TESTED BY THE CONTRACTOR IN ACCORDANCE WITH THE ENVIRONMENTAL PROTECTION RULES
(04/12/2019).
2.ALL SANITARY MANHOLES SHALL BE VACUUM TESTED IN THE PRESENCE OF THE ENGINEER. THE STRUCTURE SHALL BE TESTED PRIOR TO BACKFILL WITH THE
LOWEST SEAM EXPOSED. TEST PROCEDURES AND PRESSURE SHALL BE DETERMINED JOINTLY BY THE LOCAL APPROVAL AGENCY AND THE ENGINEER.
FAILURE OF ANY VACUUM TEST SHALL NECESSITATE REPAIR AND/OR REPLACEMENT OF THE STRUCTURE AND RETEST. WATER TESTING MANHOLES IS NOT
ACCEPTABLE.
3.ALL SANITARY MAINS SHALL BE AIR TESTED IN THE PRESENCE OF THE ENGINEER. AT A MINIMUM, THE TEST PRESSURE SHALL BE 4 POUNDS PER SQUARE INCH
AT THE HIGHEST POINT ALONG THE TEST FOR 4 MINUTES.
4.UTILITY TESTING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING SANITARY TESTING AT A MINIMUM OF 24 HOURS PRIOR TO THE TEST. BASED ON
AVAILABILITY OF ENGINEER'S STAFF, THE ENGINEER SHALL ACCOMMODATE THE TESTING SCHEDULE WITHIN 24 HOURS OF THE CONTRACTOR REQUESTED TEST
DATE/TIME.
5.THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER IF PRE-SCHEDULED TESTING AND/OR WATER/SEWER CONSTRUCTION IS CANCELED. IF
CONTRACTOR DOES NOT CONTACT ENGINEER AND ENGINEER VISITS THE SITE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENGINEER'S FEES/MILEAGE FOR
SITE VISIT.
ADDITIONAL NOTES AND TESTING REQUIREMENTS
1.IN ADDITION TO THE ABOVE REQUIREMENTS AND APPLIES TO WATER AND SANITARY SEWER.
2.ALL WATER LINES AND SEWER LINES SHALL BE THOROUGHLY TESTED BY THE CONTRACTOR IN ACCORDANCE WITH THE ENVIRONMENTAL PROTECTION RULES
(04/12/2019) AND THE CHAPTER 21 WATER SUPPLY RULES (03/17/2020) (THE MORE STRINGENT RULE SHALL APPLY).
3.ALL PRIVATE OR MUNICIPAL WATERLINES SHALL BE TESTED BY THE CONTRACTOR IN ACCORDANCE WITH THE PROCEDURES OUTLINED IN AWWA C600 AND/OR
NFPA 24.
4.NO WATER MAIN SHALL BE CLOSER THAN TEN (10) FEET TO ANY SANITARY SEWER OR SANITARY MANHOLE AND FIVE (5) FEET TO ANY CATCH BASIN OR STORM
SEWER LINE. PROVIDE MINIMUM OF 18" VERTICAL SEPARATION BETWEEN WATER MAIN AND STORM/SANITARY SEWER CROSSING.
5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION AS-BUILTS TO SERVICE LOCATIONS, AND ANY WATER MAIN FITTINGS. AS-BUILTS SHALL BE
RECORDED IN ACCORDANCE WITH THE OUTLINED PROCEDURES.
6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ENGINEER AT LEAST 24 HOURS PRIOR TO STARTING CONSTRUCTION ON ANY PORTION OF THE
EXTERIOR WATER OR SANITARY SYSTEMS. THIS NOTIFICATION REQUIREMENT SHALL CONTINUE TO THE COMPLETION OF THE WATER AND SANITARY SYSTEMS.
7.UTILITY TESTING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING WATER AND SANITARY TESTING, WITH THE ENGINEER AND MUNICIPALITY
PUBLIC WORKS, AT A MINIMUM OF 24 HOURS PRIOR TO THE TEST. BASED ON AVAILABILITY OF ENGINEER'S STAFF, THE ENGINEER SHALL ACCOMMODATE THE
TESTING SCHEDULE WITHIN 24 HOURS OF THE CONTRACTOR REQUESTED TEST DATE/TIME.
8.THE CONTRACTOR SHALL PRE-TEST WATER FOR 2 HOURS. THE CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF PRE-TEST FAILED.
9.THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENGINEER IF PRE-SCHEDULED TESTING AND/OR WATER/SEWER CONSTRUCTION IS CANCELED. IF
CONTRACTOR DOES NOT CONTACT ENGINEER AND ENGINEER VISITS THE SITE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENGINEER'S FEES/MILEAGE FOR
SITE VISIT.
10.THE CONTRACTOR SHALL COORDINATE WATER/SEWER CONSTRUCTION WITH THE MUNICIPALITY. THE CONTRACTOR SHALL LEAVE THRUST BLOCKS AND OTHER
REQUIRED SECTIONS OF NEW LINE EXPOSED UNTIL MUNICIPALITY HAS INSPECTED AND APPROVED IT.
WATER & SEWER CONSTRUCTION NOTES
L = SD√P
148,000
L = TESTING ALLOWANCE (MAKEUP WATER), IN GALLONS PER HOUR
S = LENGTH OF PIPE TESTED, IN FEET
D = NOMINAL PIPE DIAMETER, IN INCHES
P = AVERAGE TEST PRESSURE DURING THE HYDROSTATIC TEST, IN POUNDS PER SQUARE INCH (GAUGE)
THE
HOMESTEAD
SCHOOL
1459 Shelburne Road (VT Route 7)
South Burlington, Vermont
OWNER:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
C-2.01
DETAILS
ANTHONY SOCINSKI TRUST
533 TANNER ROAD
JEFFERSONVILLE, VERMONT 05464
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446 www.krebsandlansing.com
PROPERTY INFORMATION:
ADDRESS: 1459 SHELBURNE ROAD
PARCEL ID: 1540-01459
SPAN: 600-188-15810
GRANDLIST ACREAGE: 0.71 ACRES
ZONING: COMMERCIAL 2 (C2)
FRONT YARD BUILDING SETBACK: 30'
BACK YARD BUILDING SETBACK: 30'
SIDE YARD BUILDING SETBACK: 10'
MAXIMUM BUILDING COVERAGE:40%
MAXIMUM TOTAL LOT COVERAGE: 70%
STAMP:
APPLICANT:
REPERIO PROPERTIES, LLC
P.O. BOX 1133
WILLISTON, VERMONT 05495
CURB
SEE SITE
PLANS
CONCRETE
HANDICAP
ACCESS
6' OR 3'
2" RADIUS 1/2" REVEAL (MAX)
RAMP DOWN
6' OR 3'
EDGE OF ROAD
N.T.S.
CURB TAPER - 6' OR 3'
BEGIN CURB TAPER
SECTION VIEW
FINISH GRADE
CURBCURB
MATCH EXISTING SUBBASE
DEPTHS(18" MINIMUM CRUSHED
GRAVEL SUBBASE PER VT
STATE SPEC. 704.05, FINE)
REPLACEMENT OF EXISTING
ROAD SUBBASE AND
BITUMINOUS PAVEMENT
1.SET UP AND MAINTAIN SIGNS AND OTHER SAFETY CONTROL
DEVICES.
2.RESHAPE HOLE PATCH AREA BY CUTTING WITH A CONCRETE
SAW INTO SQUARE OR RECTANGULAR SHAPE AND CUT SIDE
FACED VERTICALLY. RESHAPE DOWNWARD SOLID MATERIAL
AND AROUND HOLE TO SOUND PAVEMENT.
3.BACKFILL TRENCH IN 6" LIFTS AND COMPACT EACH TO 95% OF
MAXIMUM DENSITY OF OPTIMUM MOISTURE CONTENT AS
DETERMINED BY ASTM D698 STANDARD PROCTOR.
4.REMOVE ALL LOOSE MATERIAL AND THOROUGHLY SWEEP THE
HOLE AREA, CLEAN ANY MUD AND STANDING WATER.
5.APPLY LIQUID ASPHALT TRACK TO VERTICAL FACES IN UNIFORM
MANNER. DO NOT PUDDLE TRACK COAT ON BOTTOM HOLE.
6.FILL TOP OF HOLE WITH TYPE IV BITUMINOUS CONCRETE AND
COMPACT IN LIFTS NO MORE THAN 2' THICK. EACH LIFT SHOULD
BE THOROUGHLY COMPACTED WITH A VIBRATORY PLAT
COMPACTOR OR A PORTABLE ROLLER. EXPERIENCE HAS
SHOWN THAT 15 TO 20 PASSES WITH THE VIBRATORY ROLLER
AND MIX TEMPERATURE ABOVE 250°F (121°C) ARE NECESSARY
TO ENSURE GOOD COMPACTION. HAND TAMP SHOULD ONLY BE
USED FOR SMALL AREAS LESS THAN 1 S.F.
7.CLEAN UP AREA. DO NOT LEAVE EXCESS FILL OR EXCAVATED
MATERIAL ON THE PAVEMENT. REMOVE SAFETY SIGNS.
NOTES
TRENCH EXCAVATION
EXISTING
GRAVEL BASE
EXISTING BIT.
PAVING ON
BOTH SIDES.
SMOOTH CUT EXISTING BIT. PAVEMENT PRIOR TO PAVING
116" TOLERANCE
MATCH EXISTING
PAVEMENT
THICKNESS (7" MAX)
12"
MIN.
ALL JOINTS SHALL BE
THOROUGHLY CLEANED
AND COATED WITH
EMULSIFIED ASPHALT
PRIOR TO PAVING.
12"
MIN.
PRIOR TO PAVING, GRIND EXISTING
ASPHALT (1-1/2" DEPTH), 12"
MINIMUM BEYOND PAVEMENT
SAWCUT TO OFFSET PAVEMENT
JOINT
SMOOTH CUT EXISTING
ASPHALT (12" BEYOND
LIMIT OF EXCAVATION)
PRIOR TO PAVING. ALL
JOINTS SHALL BE
CLEANED AND
THOROUGHLY COATED
WITH EMULSIFIED
ASPHALT.
REPLACED PAVEMENT SHALL
BE 1-1/2" TYPE IV - TOP, THE
REMAINING EXISTING DEPTH
OF PAVEMENT WILL BE TYPE II
- BASE. 3" MAXIMUM LIFTS.
IF CONCRETE ROAD BASE IS PRESENT, IT MUST BE
REPLACED WITH 3,500 PSI CONCRETE TO MATCH
EXISTING CONDITIONS. DOWEL EXISTING CONCRETE AND
NEW CONCRETE WITH #4 REBAR 18" O.C. EMBED REBAR
IN EXISTING AND NEW CONCRETE 9" DEEP.
6"
SEE MECHANICAL DRAWINGS FOR COMPLETE
DESIGN AND DETAILS OF SPRINKLER SYSTEM,
DOMESTIC WATER MUST BE ISOLATED FROM
SPRINKLER SYSTEM WITH WATTS SERIES
709DCDA (DOUBLE CHECK DETECTOR
ASSEMBLY) OR APPROVED EQUAL.
6"
MUNICIPALITY
ENTRANCE
6"
TO DOMESTIC
SUPPLY
6"
6"
1,00015.0 Soft clay55.07.014.0 39.025.018.015.0 8.0 4.010.52.05.0 7.0 4.01.52.53.0 4.5 30.0
Maximum water pressure = 200 PSI (140,620 kg/m^2 )
1.0
2.0
3.0
4.0
3" 4" 6" 8" 12"
Minimum Area of Bearing Surface of Concrete Thrust Block (in square feet)
0.5
0.5
0.5
1.0
0.5 0.5 0.5
1.0
1.0
1.5
1.0
1.0
1.5
1.0
1.0
2.5
1.51.00.5 0.5 1.0 0.5
1.5
2.0 0.5
2.0
2.5 3.5
1.5
2.0
1.0
5.0
4.0
7.5
3.0
3.51.0
0.5
5.51.0
PLUG
20.0
10.0
13.0
1.01.5 4.02.52.00.5
6.5
8.5
13.0
4.5
6.0
9.02.0
1.0
1.5 5.0
3.5
2.5
2.0
7.0 3.5
1.5 Sound shale3.05.5
5.0
4.0
8.0
7.5
18.5
14.0
27.5 15.0
10.0
10,000
4,000
3,000
2,000
6"
2"
D
D+2'
BACKFILL MATERIAL
SHALL CONTAIN NO
STONES GREATER THAN
3" IN DIAMETER, NO
FROZEN LUMPS, CLAY OR
ORGANIC MATERIAL.
PLACE IN 12" LIFTS AND
COMPACT AS INDICATED.
95%
standard
proctor
90%
standard
proctor
THE CONTRACTOR SHALL
BE RESPONSIBLE FOR
COMPLYING WITH OSHA -
VOSHA REGULATIONS.
PAVED OR
TRAVELED
AREA
UNPAVED
MOUND
SLIGHTLY
PAVING TO MATCH EXISTING
6' MINIMUM COVER FORALL WATER LINESUSE SAND FILL OR 1
4" TO 3
4"
CRUSHED STONE AS
ORDERED BY ENGINEER
ABOVE THE CENTERLINE
OF THE PIPE (USE STONE
IN ANY AREAS WHERE
COARSE BACKFILL
MATERIAL COULD
DAMAGE PIPE).
FOR STORM PIPES USE 1
4" TO
3
4" CRUSHED STONE BELOW
CENTERLINE OF PIPE.SEE PLANS FOR ALL
PIPE TYPES AND SIZES
UNDISTURBED
EARTH SUBBASE
N.T.S.
WATER TRENCH DETAIL
PROVIDE 2" RIGID
INSULATION OVER
WATER MAINS AND
SERVICES WHEN
THEY ARE BURIED
UNDER PAVED OR
TRAVELED AREAS.
6"
2"
D
D+2'
BACKFILL MATERIAL
SHALL CONTAIN NO
STONES GREATER THAN
3" IN DIAMETER, NO
FROZEN LUMPS, CLAY OR
ORGANIC MATERIAL.
PLACE IN 12" LIFTS AND
COMPACT AS INDICATED.
95%
standard
proctor
90%
standard
proctor
THE CONTRACTOR SHALL
BE RESPONSIBLE FOR
COMPLYING WITH OSHA -
VOSHA REGULATIONS.
PAVED OR
TRAVELED
AREA
UNPAVED
MOUND
SLIGHTLY
PAVING TO MATCH EXISTING
4' MINIMUM COVER FORALL WATER LINESUSE SAND FILL OR 1
4" TO 3
4"
CRUSHED STONE AS
ORDERED BY ENGINEER
ABOVE THE CENTERLINE
OF THE PIPE (USE STONE
IN ANY AREAS WHERE
COARSE BACKFILL
MATERIAL COULD
DAMAGE PIPE).
FOR STORM PIPES USE 1
4" TO
3
4" CRUSHED STONE BELOW
CENTERLINE OF PIPE.
SEE PLANS FOR ALL PIPE
TYPES AND SIZES. SEE
NOTE ABOVE ABOUT
REPLACEMENT PIPES
UNDISTURBED
EARTH SUBBASE
N.T.S.
SANITARY TRENCH DETAIL
PROVIDE 2" RIGID
INSULATION OVER
WATER MAINS AND
SERVICES WHEN
THEY ARE BURIED
UNDER PAVED OR
TRAVELED AREAS.
SELECT BACKFILL
COMPACTED IN 6"
LAYERS, 95%
STANDARD PROCTOR
DENCITY
WATER MAIN
18" MIN.
SEWER
1.THE LOCATION OF SEWER MAINS IN RELATION TO WATER MAINS SHALL BE
IN ACCORDANCE WITH THE "RECOMMENDED STANDARDS FOR SEWAGE
WORKS" SO-CALLED TEN STATE STANDARDS AND WATER SUPPLY RULES.
2.SEWERS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY
EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHALL BE MEASURED
EDGE TO EDGE. IF THIS DISTANCE CANNOT BE OBTAINED, THEN THE PIPES
SHALL BE INSTALLED ACCORDING TO EPR, CHAPTER 1, APPENDIX 1A, 11A.
3.18" SEPARATION SHALL BE MAINTAINED WHETHER WATER IS OVER OR
UNDER SEWER. IF THIS DISTANCE CANNOT BE OBTAINED, THEN THE PIPES
SHALL BE INSTALLED ACCORDING TO EPR CHAPTER 1, 11B.
NOTES
SEWERS CROSSING WATER MAINS SHALL BE LAID BENEATH THE WATER MAIN WITH AT LEAST
18 INCHES VERTICAL CLEARANCE BETWEEN THE OUTSIDE OF THE SEWER AND THE OUTSIDE
OF THE WATER MAIN. WHEN IT IS POSSIBLE TO MAINTAIN THE 18" VERTICAL SEPARATION:
1.THE CROSSING SHALL BE ARRANGED SO THAT ONE FULL LENGTH OF SEWER IS
CENTERED ABOVE OR BELOW THE WATER LINE WITH SEWER JOINTS AS FAR AS
POSSIBLE FROM WATER JOINTS;
2.THE SEWER PIPE MUST BE CONSTRUCTED TO WATER MAIN STANDARDS FOR A MINIMUM
DISTANCE OF 20 FEET EITHER SIDE OF THE CROSSING OR A TOTAL OF THREE PIPE
LENGTHS, WHICHEVER IS GREATER;
3.THE SECTION CONSTRUCTED TO WATER STANDARDS MUST BE PRESSURE TESTED TO
MAINTAIN 50 PSI FOR 15 MINUTES WITHOUT LEAKAGE PRIOR TO BACKFILLING BEYOND
ONE FOOT ABOVE THE PIPE TO ASSURE WATER TIGHTNESS;
4.WHERE A WATER MAIN CROSSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT
SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO THE WATER MAIN.
CROSSINGS
N.T.S.
TYPICAL TAPPING SLEEVE AND VALVE
THRUST
BLOCK
EXISTING
WATER MAIN
NEW
WATER
MAIN
USE A NEW DUCTILE IRON
MECHANICAL JOINT
TAPPING SLEEVE AND
VALVE BY CLOW, MUELLER
OF APPROVED EQUAL.
1.WET TAP SHALL BE INSTALLED BY PERSONS
APPROVED BY THE LOCAL MUNICIPALITY AND
CHAMPLAIN WATER DISTRICT.
2.PRIOR TO TAPPING THE MAIN A 200 PSI HYDROSTATIC
TEST SHALL BE PERFORMED ON THE VALVE AND
SLEEVE ASSEMBLY. THE TEST PRESSURE SHALL BE
MAINTAINED FOR AN ADEQUATE AMOUNT OF TIME TO
ENSURE NO LEAKAGE AT THE TAPPING SLEEVE
ASSEMBLY.
NOTES
FINISH GRADE
CAST IRON COVER
MARKER "WATER"6' MIN. COVERADJUSTABLE IRON
CURB BUFFALO STYLE
CURB BOX WITH COVER
USE 4 MIL.
POLYETHYLENE
BETWEEN VALVE
AND CONCRETE
WATER MAIN
THRUST
BLOCK
UNDISTURBED
MATERIAL
N.T.S.
TYPICAL GATE VALVE
USE 4 MIL.
POLYETHYLENE
BETWEEN SLEEVE
AND CONCRETE
SPRIN
K
L
E
R
RISE
R
S
TEST
HEAD
E
R
BACKFLOW
PREVENTION (DOUBLE
CHECK DETECTOR)
GATE VALVE AND
TAMPER SWITCH
COMPOUND
WATER METER
BACKFLOW
PREVENTION
(DOUBLE
CHECK
DETECTOR)
N.T.S.
BACKFLOW PREVENTER SCHEMATIC
Cemented gravel & sand
Coarse & fine compact sand
Medium clay (can be spaded)
ENDS
&
TEES
VALV.
90°
ELB.
REDU.
45°
ELB.
22.5°
ELB.
ENDS
&
TEES
VALV.
90°
ELB.
REDU.
45°
ELB.
22.5°
ELB.
ENDS
&
TEES
VALV.
90°
ELB.
REDU.
45°
ELB.
22.5°
ELB.
ENDS
&
TEES
VALV.
90°
ELB.
REDU.
45°
ELB.
22.5°
ELB.
ENDS
&
TEES
VALV.
90°
ELB.
REDU.
45°
ELB.
22.5°
ELB.
SAFE
BEARING
LOAD(PSF)
SOIL CONDITION
N.T.S.
THRUST BLOCK DETAIL
90°, 45°, 221
2 ° & 111
4° BENDTEE
VAVLE AND DEAD END REDUCER
UNDISTURBED MATERIAL
UNDISTURBED MATERIALUNDISTURBED MATERIAL
UNDISTURBED MATERIAL NOTE: PLACE 3 MIL.
(MINIMUM)
POLYETHYLENE SHEET
BETWEEN ALL CONCRETE
THRUST BLOCKS AND
PIPE/OR FITTINGS TO
PREVENT BOND.
CONCRETE SHALL NOT
COVER BOLTS, ETC. OF
ALL FITTINGS.
USE MEGALUG
CONTAINERS
MIN. ONE FULL
LENGTH OF PIPE
BURIED GATE
VALVE WITH
CONCRETE
SUPPORT AND
ANCHOR (SEE
BURIED GATE
VALVE DETAIL
ABOVE).
6" MIN. INTO
TRENCH WALL,
TYP.
1.A THRUST BLOCK SHALL BE INSTALLED AT ALL WATER MAIN BENDS, REDUCERS, END CAPS AND TEES.
2.PRECAST THRUST BLOCKS ARE NOT ACCEPTABLE.
3.REDI-MIX CONCRETE (2,500 PSI MIN) MUST BE USED FOR THRUST BLOCKS. SACRETE IS NOT ACCEPTABLE.
4.
5.USE EBAA MEGA-LUG, SIGMA, OR EQUAL, WEDGE-ACTION MECHANICAL JOINT RESTRAINTS WITH TWIST
OFF NUTS AT ALL FITTINGS.
NOTES
1.THE CONTRACTOR SHALL CONFIRM ALL VALVE SPECIFICATIONS WITH THE MUNICIPALITY PUBLIC WORKS BEFORE ORDERING.
2.GATE VALVES SHALL BE MEET ALL REQUIREMENTS OF A.W.W.A. C509 AND C515 STANDARDS (LATEST EDITION). VALVES WITH
MECHANICAL JOINTS OF SIZES AS REQUIRED ON THE PLANS.
3.ALL VALVES SHALL BE OF CAST OR DUCTILE IRON BODY AND SHALL BE COATED WITH FUSION BONDED EPOXY COMPLYING WITH
AWWA C-550 AND BE NSF 61 APPROVED. VALVE SHALL HAVE MANUFACTURER'S NAME, PRESSURE RATING, AND MANUFACTURE
DATE CAST ON THE BODY.
4.ALL VALVES SHALL INCLUDE NON-RISING STEM, HIGH STRENGTH BRONZE STEM AND NUT, 100% COATED WEDGE, "O" RING STEM
SEALS ABOVE AND BELOW THE THRUST COLLAR, A 2" SQUARE OPERATING NUT, MECHANICAL JOINT ENDS, AND CORROSION
RESISTANT STAINLESS STEEL BODY BOLTS AND NUTS.
5.CHECK WITH THE MUNICIPALITY FOR OPENING AND CLOSING ROTATIONS AND MINIMUM WORKING PRESSURE.
6.VALVES SHALL BE EQUIPPED WITH A TWO PIECE, SLIDING TYPE CAST IRON VALVE BOX FOR A MINIMUM 6 FT. OF COVER
MATERIAL.
NOTES
Pipe Size Flow Rate
in. mm gpm L/min
4 102 390 1,476
6 152 880 3,331
8 203 1,560 5,905
10 254 2,440 9,235
12 305 3,520 13,323
UNDERGROUND PIPING, FROM THE WATER SUPPLY TO THE SYSTEM RISER, AND LEAD-IN
CONNECTIONS TO THE SYSTEM RISER SHALL BE COMPLETELY FLUSHED BEFORE THE
CONNECTION IS MADE TO DOWNSTREAM FIRE PROTECTION SYSTEM PIPING.
ACCEPTABLE WATER MAIN FLUSHING REQUIREMENTS ARE PROVIDED BELOW. PRIOR TO
FLUSHING, THE CONTRACTOR SHALL CONTACT THE OWNER, MUNICIPAL FIRE
DEPARTMENT, THE DISTRICT WATER SUPPLY COMPANY, AND THE ENGINEER. THE
FLUSHING OPERATION SHALL BE CONTINUED FOR A SUFFICIENT TIME TO ENSURE
THOROUGH CLEANING. THE MINIMUM RATE OF FLOW SHALL BE NOT LESS THAN ONE OF
THE FOLLOWING:
1.HYDRAULICALLY CALCULATED WATER DEMAND FLOW RATE OF THE SYSTEM,
INCLUDING ANY HOSE REQUIREMENTS. (PROVIDED BY THE MECHANICAL/SPRINKLER
CONSULTANT)
2.FLOW NECESSARY TO PROVIDE A VELOCITY OF 10 FT/SEC (3.1 M/SEC) IN
ACCORDANCE WITH THE TABLE.
3.MAXIMUM FLOW RATE AVAILABLE TO THE SYSTEM UNDER FIRE CONDITIONS. FLOW
REQUIRED TO PRODUCE A VELOCITY OF 10 FT/SEC (3 M/S) IN PIPES
FIRE SERVICE MAIN
N.T.S.
WATER AND SEWER CROSSINGS DETAIL 3'-0"BIKE RACK DETAIL
24"
NEW CLASSIC U/2 BIKE RACK BY
CYCLESAFE OR APPROVED
EQUAL WITH CYCLESAFE BLACK
PLASTISOL RUBBERIZED COATING
4'-0"7'-0"
4"
MIN.
12" THICK GRAVEL SUBBASE
(VAOT 704.05, FINE)MIN. FROMEDGE OFPAVEMENTMIN. BETWEENRACKS2'-6"2'JACKET
COATING
TO
EXTEND
1" MIN.
BELOW
GRADE
9" THICK CONCRETE
PAD TO BE POURED
FOR SETTING AND
ALIGNING BIKE RACK
POSTS. SEE NEW
CONCRETE SIDEWALK
DETAIL FOR CONCRETE
DESIGN.
26"26"9"
MIRAFI
500X
EXISTING
OR NEW
CONCRETE
SIDEWALK
6"
N.T.S.
1.TYPICAL CITY OF SOUTH BURLINGTON PARKING
SPACE IS 9'-0" CENTER OF LINE TO CENTER OF
LINE MARKED WITH 4" WIDE YELLOW OR WHITE
PAINT.
2.ADA SPACE IS YELLOW/WHITE STENCIL,
YELLOW/WHITE TRIM. COORDINATE EXACT
REQUIREMENTS WITH CITY OF SOUTH
BURLINGTON.
3.PAINT FOR PAVEMENT MARKINGS SHALL BE
HYDROPHAST WATERBORNE TRAFFIC PAINT BY
FRANKLIN PAINT COMPANY. IT SHALL BE
REFLECTIVE, VOC COMPLIANT FAST DRYING,
100% ACRYLIC WATERBORNE TRAFFIC PAINT.
PAINT FOR STOP BARS AND CROSSWALKS SHALL
BE WHITE ALL OTHER LINE STRIPING SHALL BE
YELLOW. CONFIRM PAINT COLOR WITH CITY OF
SOUTH BURLINGTON AND OWNER.
4.TRAFFIC PAINT SHALL BE APPLIED WITH A
UNIFORM THICKNESS AND AT A RATE SUCH THAT
NO PAVEMENT IS VISIBLE AFTER DRYING.
ADDITIONAL PAINT APPLICATION WILL BE
REQUIRED IF UNDERLYING PAVEMENT IS
VISIBLE.
PAVEMENT MARKING NOTES
SEE APPROPRIATE CONCRETE
DETAIL FOR SUBBASE DESIGN.
(1/2")
3" CLEAR
(MIN.)
2" CLEAR (MIN.)
CONSTRUCTION JOINT DETAIL FOR CONNECTION TO EXISTING CONCRETE
EXISTING
CONCRETE (6")CONTRACTOR TO USE THIS PINNING DETAIL TO PIN NEW CONCRETE TO EXISTING
CONCRETE (WALK TO WALK, WALK TO BUILDINGS, ETC).
9"
2" MIN.
3" MIN.
N.T.S.
DRILL AND INSERT #4 X 1'-6"
LONG EPOXY COATED
STEEL DOWELS @ 18" O.C.
9" EMBED DEPTH. DOWELS
TO BE LEVEL AND
CENTERED IN CONCRETE.
INSTALL EXPANSION JOINT AT EDGE OF EXISTING CONCRETE.
USE RESILIENT NON-EXTRUDING CELLULAR FIBER JOINT,
UNIFORMLY SATURATED WITH ASPHALT, OFFERING A MINIMUM
OF 70% RECOVERY AFTER COMPRESSION.
NEW MULTI-USE CONCRETE
SIDEWALK.
(SEE APPROPRIATE DETAIL FOR
CONCRETE DESIGN)
REINFORCING
PVC DOWEL
SLEEVE
INTERRUPT
REINFORCING @ JOINTS.
MAINTAIN 3" CLEARANCE
CONCRETE BLOCK SUPPORT (PER
CSI MANUAL OF STANDARD
PRACTICE) (TYP.).
6"6"
2"
2"
AS SHOWN ON PLANS
1.BROOM FINISH CONCRETE. CONSTRUCTION JOINTS SHALL BE SPACED MAXIMUM 24' IN ALL
DIRECTIONS. SAWCUT CONTROL JOINTS 112" DEPTH AT INTERVALS EQUAL TO WIDTH OF SIDEWALK.
2.APPLY SPECCHEM CURE SHIELD, CURE & SEAL AGENT TO ALL CONCRETE SURFACES IN
ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS.
3.CONCRETE CONSTRUCTION AND CURING SHALL CONFORM TO SECTION 618.03 OF THE CURRENT
VAOT STANDARD SPECIFICATIONS FOR CONSTRUCTION.
4.CONCRETE MAY NOT BE POURED IF FROST IS PRESENT OR THAWING IN THE SUBGRADE, IF THE
TEMPERATURE IS 40° F OR LESS, OR DURING UNSEASONABLE WEATHER CONDITIONS.
5.ALL CONCRETE USED IN THE CONSTRUCTION OF MULTI-USE CONCRETE SHALL BE MADE WITH
PORTLAND CEMENT. THE CONCRETE SHALL MEET SECTION 541 OF THE STATE OF VERMONT
STANDARD SPECIFICATIONS FOR CONSTRUCTION, HAVE 28 DAY COMPRESSIVE STRENGTH OF
4,000 PSI, AND MEET THE FOLLOWING MIX DESIGN.
MAX. WATER-CEMENT RATIO (LB./LB.) 0.44
MIN. CEMENT FACTOR (LBS/C.Y.) 660
ENTRAINED AIR CONTENT (%) 5 - 7
SLUMP (INCHES, BEFORE ADDING HRWR) 2 - 4
USE AIR ENTRAINED AGENT CONFORMING TO ASTM C260 WITH 5-7% TOTAL AIR. USE HIGH
RANGE WATER REDUCING AGENT CONFORMING TO ASTM C494 IN ALL CONCRETE.
6.CONTRACTOR SHALL POUR AND FINISH ONE SAMPLE PANEL FOR APPROVAL BY OWNER AND
ENGINEER. ALL CONCRETE SHALL MATCH THE QUALITY AND APPEARANCE OF THE SAMPLE
PANEL. ANY CONCRETE THAT DOES NOT MEET THE STANDARD SHALL BE REMOVED AND
REPLACED AT NO COST TO THE OWNER.
7.CONCRETE SHALL BE INSTALLED IN ALTERNATING POURS AT CONSTRUCTION JOINTS. REFER TO
CONCRETE CONSTRUCTION JOINT/CONTROL JOINT DETAIL
8.OWNER AND/OR CONTRACTOR IS NOT ALLOWED TO PLACE DEICING MATERIAL ON NEWLY
POURED CONCRETE SIDEWALK FOR A PERIOD OF 6 MONTHS.
NOTES FOR CONCRETE
N.T.S.
NEW MULTI-USE CONCRETE
SIDEWALK DETAIL
MIRAFI 500X, OR
APPROVED EQUAL.
UNDISTURBED EARTH OR APPROVED FILL MATERIAL
COMPACTED TO 95% STANDARD PROCTOR IN 12" LIFTS.
6" THICK CLASS A 4,000 PSI
CONCRETE. INSTALL
CONTINUOUS 6"X6", 10
10 GAUGE
GALVANIZED WWF PLACED 2"
ABOVE BOTTOM OF CONCRETE.4" TOPSOIL, SEE SITE
PLAN FOR GRADING
CONCRETE BLOCK
SUPPORT (PER CSI
MANUAL OF STANDARD
PRACTICE) (TYP.).
12" CRUSHED
GRAVEL
SUBBASE
(704.05, FINE).
FOR CONCRETE WALKS 6 FEET WIDE OR LESS
1.ALL CONNECTIONS TO BUILDING,
CONTRACTOR SHALL DISCUSS
PINNING WITH STRUCTURAL
ENGINEER. AT CONNECTIONS TO
BUILDING, SUBBASE STONE
SPECIFIED IN DETAIL WILL EXTEND
TO FULL DEPTH OF FOOTING AND
EXTEND OUT FROM BUILDING 5'
MINIMUM.
NOTES
SIDEWALKS SHALL BE CROSS
SLOPED TOWARDS THE
DISCONNECTION AREAS,
MAXIMUM OF 2% CROSS
SLOPE. GRADE SURFACES
TO DRAIN WITHOUT
CONCENTRATING FLOWS
1.EXISTING SEWER CONNECTIONS TO
BUILDINGS WILL BE VIDEO INSPECTED
TO VERIFY CONDITION, LOCATION, AND
DETERMINATION OF POSSIBLE REUSE.
2.EXISTING PIPE SIZE, TYPE AND SLOPE
ARE NOT KNOWN AT THIS TIME BUT
ASSUMED TO BE 6 INCHES IN
DIAMETER.
3.IF PROJECT OWNER DECIDES TO
REPLACE THE EXISTING SEWER
CONNECTION TO THE BUILDINGS, ALL
PIPES AND PIPE CONNECTIONS WILL BE
PVC SDR 35 OR APPROVED EQUAL.
PIPE SIZE WILL BE DEPENDENT ON
EXISTING SLOPES AND WILL FOLLOW
THE MINIMUM SLOPE TABLE BELOW.
PIPE SIZE WILL NOT BE LESS THAN 6
INCHES IN DIAMETER.
SEWER LINE REPLACEMENT NOTES
PIPE SIZE (IN.)SLOPE (FT./100 FT.)
6 0.60
8 0.40
PIPE SIZE AND
MINIMUM SLOPE TABLE
THE
HOMESTEAD
SCHOOL
1459 Shelburne Road (VT Route 7)
South Burlington, Vermont
OWNER:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
C-2.02
DETAILS
ANTHONY SOCINSKI TRUST
533 TANNER ROAD
JEFFERSONVILLE, VERMONT 05464
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446 www.krebsandlansing.com
PROPERTY INFORMATION:
ADDRESS: 1459 SHELBURNE ROAD
PARCEL ID: 1540-01459
SPAN: 600-188-15810
GRANDLIST ACREAGE: 0.71 ACRES
ZONING: COMMERCIAL 2 (C2)
FRONT YARD BUILDING SETBACK: 30'
BACK YARD BUILDING SETBACK: 30'
SIDE YARD BUILDING SETBACK: 10'
MAXIMUM BUILDING COVERAGE:40%
MAXIMUM TOTAL LOT COVERAGE: 70%
STAMP:
APPLICANT:
REPERIO PROPERTIES, LLC
P.O. BOX 1133
WILLISTON, VERMONT 05495
N.T.S.
1"
PIPE BOLLARD DETAIL
6"6"6"
54"
42"
SLOPE
FILL WITH
CONCRETE
TAPERED AWAY
FROM PIPE
PAINT AS
DIRECTED BY
OWNER
CONCRETE
ROUNDED
SMOOTH
6" OUTSIDE
DIAMETER HEAVY
DUTY GALVANIZED
STEEL PIPE
BOLLARD, FILLED
WITH CONCRETE
FINISH
GRADE
1.ALL REFERENCES TO ROAD SHALL APPLY TO PARKING AREAS AS WELL.
2.NEW ROAD SHALL BE CONSTRUCTED TO THE LINE AND GRADE SHOWN ON THE DRAWINGS. THE
ROAD AND UTILITY LOCATIONS SHALL BE AS TYPICALLY DETAILED UNLESS OTHERWISE SHOWN.
3.ALL ROAD AND PARKING CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE
VERMONT AGENCY OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" 2018,
HEREAFTER CALLED VERMONT HIGHWAY SPECIFICATIONS, SPECIFICATIONS FOUND ON THESE
PLANS, AND CITY/TOWN SPECIFICATIONS. IN CASE OF CONFLICT, THE MORE STRINGENT
SPECIFICATION SHALL APPLY AS DETERMINED BY THE ENGINEER. ALL GRAVEL AND STORM
SEWER STRUCTURES SHALL BE APPROVED BY TOWN ENGINEER.
4.THE CONTRACTOR SHALL FOLLOW VERMONT HIGHWAY SPECIFICATIONS (2018) SECTION 203.11
FOR PLACING AND SPREADING EMBANKMENTS.
5.FILL MATERIAL FOR ROAD EMBANKMENT SHALL BE APPROVED BY THE ENGINEER. FILL SHALL BE
PLACED IN 12" LIFTS, WETTED AND COMPACTED WITH SATISFACTORY COMPACTION EQUIPMENT
TO 95% OF MAXIMUM DENSITY (STANDARD PROCTOR).
6.ROAD IN FILL SECTIONS SHALL BE PLACED AND COMPACTED A MINIMUM OF 3 FEET ABOVE TOP OF
ANY UTILITY TO BE INSTALLED BEFORE TRENCH IS EXCAVATED FOR PIPE PLACEMENT. IN
TRENCHES AND CUT SECTIONS, THE CONTRACTOR SHALL PROVIDE ALL NECESSARY SHEETING,
SHORING AND BRACING TO MAINTAIN COMPLIANCE WITH ALL OSHA/VOSHA REGULATIONS.
7.METHODS FOR CONSTRUCTION OF SUBGRADE SHALL CONFORM TO VERMONT HIGHWAY
SPECIFICATIONS (2018) 203.12 OR AS DETERMINED BY THE ENGINEER.
8.ANY SUBGRADE OR SUBBASE DISTURBED BY CONTRACTOR, OR RENDERED UNSUITABLE BY
CONSTRUCTION MACHINERY, SHALL BE REMOVED AND REPLACED WITH APPROVED GRANULAR
BACKFILL AT THE CONTRACTOR'S EXPENSE. THE SUBGRADE SHALL BE COMPACTED TO ATTAIN AT
LEAST 95% OF THE MAXIMUM DENSITY (STANDARD PROCTOR) BEFORE PLACING ROAD OR
EMBANKMENT MATERIALS.
9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF COMPACTION IN THE ROAD
AND UTILITY TRENCHES.
10.SAND FILL SHALL CONFORM TO VERMONT HIGHWAY SPECIFICATIONS (2018) 703.03, TABLE 703.03A.
GRANULAR BORROW SHALL CONFORM TO THE VERMONT HIGHWAY SPECIFICATIONS 703.04
GRANULAR BORROW, TABLE 703.04A.
11.GRAVEL SUBBASE FOR PAVEMENT SHALL CONFORM TO VERMONT HIGHWAY SPECIFICATIONS
(2018) 704.05, TABLE 704.05A, COARSE.
12.LEVELING COURSE SHALL CONFORM TO VERMONT HIGHWAY SPECIFICATIONS (2018) 704.05, TABLE
704.05A, FINE. SHOULDERS SHALL CONFORM TO SECTION 704.12, AGGREGATE FOR SHOULDERS.
13.BITUMINOUS CONCRETE PAVEMENT SHALL CONFORM TO VERMONT HIGHWAY SPECIFICATIONS
(2018) SECTION 404 AND 406. BINDER COURSE SHALL BE TYPE II, AND FINISH WEARING COURSE
SHALL BE TYPE III OR IV. BASE COURSE PAVING TO BE PLACED FIRST YEAR, SURFACE COURSE TO
BE PLACED THE SECOND OR THIRD YEAR, DETERMINED BY THE ENGINEER.
14.EMBANKMENT FILL FOR ROAD AND PARKING SHALL BE A SIEVE SPECIFICATION AS FOLLOWS:
SIEVE % FINER
4" 100
2" 85-100
#4 60-100
#200 12 MAXIMUM
15.IF PROOF ROLL FAILS, CONTRACTOR SHALL REMOVE THE SITE SOIL AND REPLACE IT WITH SAND
WITH THE ABOVE SPEC. UNTIL A PROOF ROLE CAN BE PLACED WITHOUT FAILING. ENGINEER WILL
JUDGE PASS/FAILURE OF PROOF ROLE, THIS WILL BE PERFORMED WITHOUT FURTHER COSTS TO
THE OWNER.
ROAD CONSTRUCTION NOTES
1' - 6" 9"
6"
6"
6"
12"
SUBBASE MATERIAL
SHALL BE PLACED AND
COMPACTED IN 12"
MAXIMUM LIFTS.
THE CONTRACTOR SHALL PREPARE THE SUBGRADE IN
CONFORMANCE WITH THE DESIGN GRADES THEN, IN THE
PRESENCE OF THE ENGINEER, SHALL PROOF ROLL THE
SUBGRADE WITH A LOADED TANDEM DUMP TRUCK.
CONDITIONS MAY REQUIRE THE REMOVAL OF UNSUITABLE
MATERIAL AND PLACEMENT OF ADDITIONAL SUBBASE. THE
OWNER MUST APPROVE ANY WORK INVOLVED WITH THE
REMOVAL OF UNSUITABLE MATERIAL AND PLACEMENT OF
ADDITIONAL SUBBASE.
UNDISTURBED MATERIAL OR
COMPACTED FILL (SEE NOTE 14
ROAD CONSTRUCTION NOTES)
REMOVE ALL ORGANICS
BEFORE PLACING FABRIC.
CONTRACTOR SHALL
SHAPE AND ROLL
SUBGRADE TO REFLECT
FINISH GRADE DRAINAGE
PRIOR TO INSTALLING
MIRAFI 500X.
MIRAFI 500X, OR
APPROVED EQUAL.
OVERLAP MINIMUM OF
2'. LAY FLAT AGAINST
SUBGRADE. (NO
FOLDS OR WRINKLES)
20" DENSE GRADED CRUSHED STONE
(704.06) ALTERNATIVE MATERIALS
IDENTIFIED IN SECTION 301 -
SUBBASE ARE NOT ALLOWED.
4" LEVELING COURSE (704.05, FINE)
3" BIT. CONC.
1" TYPE IV - TOP
2" TYPE II - BASE
IF TOP COURSE PAVEMENT IS NOT LAID IN SAME SEASON AS BASE,
THE CONTRACTOR SHALL SWEEP BASE COURSE CLEAN AND APPLY
EMULSIFIED ASPHALT TO BASE PAVEMENT PRIOR TO LAYING TOP
COURSE.
MATCH EXISTING ADJACENT
MATERIAL (GRASS, GRAVEL,
MULCH, ETC)
EXTEND FULL DEPTH
OF CRUSHED GRAVEL
SUBBASE 12" (MIN.)
BEYOND EDGE OF
PAVEMENT.
N.T.S.
WITHOUT CURB
BITUMINOUS CONCRETE
THE CONTRACTOR SHALL PREPARE THE SUBGRADE IN CONFORMANCE
WITH THE DESIGN GRADES THEN, IN THE PRESENCE OF THE ENGINEER,
SHALL PROOF ROLL THE SUBGRADE WITH A LOADED TANDEM DUMP
TRUCK. CONDITIONS MAY REQUIRE THE REMOVAL OF UNSUITABLE
MATERIAL AND PLACEMENT OF ADDITIONAL SUBBASE. THE OWNER MUST
APPROVE ANY WORK INVOLVED WITH THE REMOVAL OF UNSUITABLE
MATERIAL AND PLACEMENT OF ADDITIONAL SUBBASE.
UNDISTURBED MATERIAL OR
COMPACTED FILL (SEE NOTE 14
ROAD CONSTRUCTION NOTES)
REMOVE ALL ORGANICS BEFORE
PLACING FABRIC.
CONTRACTOR SHALL
SHAPE AND ROLL
SUBGRADE TO REFLECT
FINISH GRADE DRAINAGE
PRIOR TO INSTALLING
MIRAFI 500X.
MIRAFI 500X, OR
APPROVED EQUAL.
OVERLAP MINIMUM
OF 2'. LAY FLAT
AGAINST SUBGRADE.
(NO FOLDS OR
WRINKLES)
20" DENSE GRADED CRUSHED STONE
(704.06) ALTERNATIVE MATERIALS
IDENTIFIED IN SECTION 301 - SUBBASE ARE
NOT ALLOWED.
4" LEVELING COURSE
(704.05, FINE)
3" BIT. CONC.
1" TYPE IV - TOP
2" TYPE II - BASE
CONCRETE
CURB (TYP.)
BITUMINOUS CONCRETE
IF TOP COURSE PAVEMENT IS NOT LAID IN SAME
SEASON AS BASE, THE CONTRACTOR SHALL
SWEEP BASE COURSE CLEAN AND APPLY
EMULSIFIED ASPHALT TO BASE PAVEMENT PRIOR
TO LAYING TOP COURSE.
1
2" RADIUS
N.T.S.
WITH CONCRETE CURB
N.T.S.
TYPICAL ROAD CROSS SECTION DETAILS -
WITH CONCRETE CURBS AND WITHOUT CURBS
1.BROOM FINISH CONCRETE, ALL JOINTS TO BE TOOL FINISHED, EXPANSION/CONTRACTION JOINTS EVERY 20' WITH 1/2" JOINT FILLER, SCORE
1/3 TOTAL DEPTH AT 10' INTERVALS
2.APPLY 2 COATS OF EUCLID EVERCLEAR VOX CURE/SEAL COMPOUND TO ALL CONCRETE SURFACES, PER THE MANUFACTURER'S
SPECIFICATIONS.
3.CONCRETE MAY NOT BE POURED IF FROST IS PRESENT OR THAWING IN THE SUBGRADE, IF THE TEMPERATURE IS 40° F OR LESS, OR
DURING UNSEASONABLE WEATHER CONDITIONS.
4.CONCRETE CURB RADII LESS THAN 200 FT SHALL BE FORMED WITH FLEXIBLE FORMS. ALL CONCRETE USED IN THE CONSTRUCTION OF
CONCRETE CURB SHALL BE AIR ENTRAINED AND MADE WITH PORTLAND CEMENT. THE CONCRETE SHALL MEET SECTION 541 OF THE STATE
OF VERMONT STANDARD SPECIFICATION FOR CLASS A CONCRETE AND HAVE 28 DAY COMPRESSIVE STRENGTH OF 4,000 PSI.
5.JOINT FILLER SHALL BE RESILIENT NON-EXTRUDING CELLULAR FIBER JOINT, UNIFORMLY SATURATED WITH ASPHALT, OFFERING A MINIMUM
OF 70% RECOVERY AFTER COMPRESSION.
6.THE ENGINEER SHALL BE CONTACTED AT LEAST 24 HOURS PRIOR TO FORMING CONCRETE CURB TO REVIEW LAYOUT.
NOTES FOR CONCRETE CURB
1.THE CONTRACTOR TO TAKE SIEVE ANALYSIS OF GRAVEL AS SOON IT ARRIVES ON SITE.
2.TRAVEL OVER GRAVEL WITH ANY VEHICLE TRACKING SOIL PRIOR TO PLACEMENT OF
PAVEMENT IS PROHIBITED.
3.IF GRAVEL IS CONTAMINATED AFTER PLACEMENT, THE SITE CONTRACTOR SHALL BE
RESPONSIBLE REMOVAL OF ALL CONTAMINATED GRAVEL AND PAYING FOR ALL
RECOMMENDED SIEVE ANALYSIS AS DETERMINED BY THE ENGINEER.
GRAVEL NOTES
SUBBASE MATERIAL
SHALL BE PLACED AND
COMPACTED IN 12"
MAXIMUM LIFTS.
ADJACENT SURFACE
MATERIAL VARIES -
SEE SITE PLANS
CONTRACTOR SHALL MATCH EXISTING SUBBASE AND
PAVEMENT DEPTHS. COORDINATE WITH THE CITY OF
SOUTH BURLINGTON.
SEE APPROPRIATE DETAIL
FOR SUBBASE DESIGN.(6")(1/2")
CONTRACTOR TO USE THIS PINNING DETAIL TO PIN
NEW CONCRETE TO NEW CONCRETE (WALK TO
WALK, WALK TO BUILDINGS, WALK TO RETAINING
WALLS, STAIRS, ETC).
3" CLEAR
(MIN.)
2" CLEAR
(MIN.)
REINFORCING
3/4" X 1'-6" LONG SMOOTH, EPOXY
COATED STEEL DOWELS @ 18" O.C., 9"
EMBED DEPTH. CENTER IN CONCRETE.
CONTROL JOINT:
SAW-CUT 1-1/2"
DEEP JOINT. NO
TOOLING ALLOWED.
NEW MULTI-USE CONCRETE
SIDEWALK. (SEE APPROPRIATE
DETAIL FOR CONCRETE DESIGN)
PVC DOWEL SLEEVE
CONCRETE
BLOCK
SUPPORT (PER
CSI MANUAL OF
STANDARD
PRACTICE)
(TYP.).
FORMED EXPANSION JOINT. USE
RESILIENT NON-EXTRUDING CELLULAR
FIBER JOINT, UNIFORMLY SATURATED
WITH ASPHALT, OFFERING A MINIMUM OF
70% RECOVERY AFTER COMPRESSION.
INTERRUPT
REINFORCING @
JOINTS. MAINTAIN 3"
POUR SLABS ON
SEPARATE DAYS SEE APPROPRIATE
DETAIL FOR
SUBBASE DESIGN.
N.T.S.
NEW CONCRETE CONSTRUCTION JOINT/CONTROL JOINT DETAIL
6"6"
2"
3"
TO BE USED FOR CONCRETE SIDEWALK THAT IS
NOT HEAVY DUTY AND THAT IS WIDER THAN 6'.
1.BROOM FINISH CONCRETE. CONSTRUCTION JOINTS SHALL BE SPACED MAXIMUM 24' IN ALL DIRECTIONS. SAWCUT
CONTROL JOINTS 11
2" DEPTH AT INTERVALS EQUAL TO WIDTH OF SIDEWALK.
2.CONCRETE SHALL BE WET CURED FOR A MINIMUM OF 7 DAYS WITH WATER AND HYDRACURE S16, OR APPROVED
EQUAL, WET CURING COVERS. CURING COVER NEEDS TO BE "SECURED" TO PREVENT TRIPPING HAZARD BY
PEDESTRIAN USE.
3.APPLY 2 COATS OF CHEMSTOP WB SILOXANE/SILANE WATER REPELLANT TO ALL CONCRETE SURFACES, PER THE
MANUFACTURER'S SPECIFICATIONS. PRODUCT SHALL BE APPLIED AFTER 7 DAY CURING IS COMPLETE.
4.CONCRETE CONSTRUCTION AND CURING SHALL CONFORM TO SECTION 618.03 OF THE CURRENT VAOT STANDARD
SPECIFICATIONS FOR CONSTRUCTION.
5.CONCRETE MAY NOT BE POURED IF FROST IS PRESENT OR THAWING IN THE SUBGRADE, IF THE TEMPERATURE IS
40° F OR LESS, OR DURING UNSEASONABLE WEATHER CONDITIONS.
6.ALL CONCRETE USED IN THE CONSTRUCTION OF MULTI-USE CONCRETE SHALL BE MADE WITH PORTLAND CEMENT.
THE CONCRETE SHALL MEET SECTION 541 OF THE STATE OF VERMONT STANDARD SPECIFICATIONS FOR
CONSTRUCTION, HAVE 28 DAY COMPRESSIVE STRENGTH OF 5,000 PSI, AND MEET THE FOLLOWING MIX DESIGN.
MAX. WATER-CEMENT RATIO (LB./LB.) 0.44
MIN. CEMENT FACTOR (LBS/C.Y.) 705
ENTRAINED AIR CONTENT (%) 5 - 7
SLUMP (INCHES, BEFORE ADDING HRWR) 2 - 4
USE AIR ENTRAINED AGENT CONFORMING TO ASTM C260 WITH 5-7% TOTAL AIR. USE HIGH RANGE WATER
REDUCING AGENT CONFORMING TO ASTM C494 IN ALL CONCRETE.
7.CONTRACTOR SHALL POUR AND FINISH ONE SAMPLE PANEL FOR APPROVAL BY OWNER AND ENGINEER. ALL
CONCRETE SHALL MATCH THE QUALITY AND APPEARANCE OF THE SAMPLE PANEL. ANY CONCRETE THAT DOES
NOT MEET THE STANDARD SHALL BE REMOVED AND REPLACED AT NO COST TO THE OWNER.
8.CONCRETE SHALL BE INSTALLED IN ALTERNATING POURS AT CONSTRUCTION JOINTS. REFER TO CONCRETE
CONSTRUCTION JOINT/CONTROL JOINT DETAIL
9.OWNER AND/OR CONTRACTOR IS NOT ALLOWED TO PLACE DEICING MATERIAL ON NEWLY PORED CONCRETE
SIDEWALK FOR A PERIOD OF 6 MONTHS.
NOTES FOR CONCRETE
N.T.S.
NEW MULTI-USE CONCRETE SIDEWALK DETAIL
CONCRETE BLOCK
SUPPORT (PER CSI
MANUAL OF STANDARD
PRACTICE) (TYP.).
6" THICK 5,000 PSI CONCRETE.
INSTALL EPOXY COATED GRADE
60 #4 BARS @ 12" O.C. E.W.
PLACED 2" (MIN.) CLEAR FROM
TOP OF CONCRETE.
4" TOPSOIL, SEE SITE
PLAN FOR GRADING
MIRAFI 500X, OR
APPROVED EQUAL.
UNDISTURBED EARTH OR APPROVED
FILL MATERIAL COMPACTED TO 95%
STANDARD PROCTOR IN 12" LIFTS.REFER TO CONCRETE CONSTRUCTION
JOINT/CONTROL JOINT DETAIL.
18" THICK CRUSHED GRAVEL SUBBASE (704.05, FINE).
SUBBASE SHALL BE FROM NATURAL GRAVELS AND
CRUSHED QUARRIED ROCK ONLY. BLENDED
CONCRETE OR RECYCLED ASPHALT IS NOT ALLOWED.
HOLD REINFORCING BACK 3" FROM
ALL SIDES. CONCRETE OR RECYCLED
ASPHALT IS NOT ALLOWED.
PROVIDE EXPANSION JOINT AND SEALER
WHERE CONCRETE IS AGAINST CURB OR
OTHER CONCRETE FOUNDATION.
BLANK
3B.
1.
6.
7.
2.
5.
4.8.
3.
1.
3A.
NOTE: BLANKET SHALL BE USED ON SLOPES 3:1 OR STEEPER
EROSION CONTROL BLANKET
NORTH AMERICAN GREEN S75BN
MATERIAL SPECIFICATIONS:
·EROSION CONTROL BLANKET SHALL BE A MACHINE-PRODUCED MAT OF
100% AGRICULTURAL STRAW.
·THE BLANKET SHALL BE OF CONSISTENT THICKNESS WITH THE STRAW
EVENLY DISTRIBUTED OVER THE ENTIRE AREA OF THE MAT. THE BLANKET
SHALL BE COVERED ON THE TOP SIDE WITH 100% BIODEGRADABLE WOVEN
NATURAL ORGANIC FIBER NETTING HAVING AN APPROXIMATE 1/2" X 1"
MESH AND BE SEWN TOGETHER WITH BIODEGRADABLE THREAD.
·STRAW EROSION CONTROL BLANKET SHALL BE S75BN AS MANUFACTURED
BY NORTH AMERICAN GREEN, INC. (812-867-6632) OR EQUIVALENT.
EROSION CONTROL BLANKET SHALL HAVE THE FOLLOWING PROPERTIES:
MATERIAL CONTENT:
·STRAW: 100% (0.50 lbs/sq.yd.)(0.27
kg/m2)
·NETTING: ONE SIDE ONLY, LENO
WOVEN 100% BIODEGRADABLE
NATURAL ORGANIC FIBER
(APPROX. WEIGHT 9.3 lbs./100 sq. ft.)
·THREAD: BIODEGRADABLE
PHYSICAL SPECIFICATIONS (ROLL):
·WIDTH: 6.67 feet (2.03 m)
·LENGTH: 108 feet (32.92 m)
·WEIGHT: 46.4 lbs. ± 10% (21.05 kg)
·AREA: 80 sq. yd. (50 m2)
SIDEWALKS SHALL BE CROSS
SLOPED TOWARDS THE
DISCONNECTION AREAS,
MAXIMUM OF 2% CROSS
SLOPE. GRADE SURFACES
TO DRAIN WITHOUT
CONCENTRATING FLOWS
THE
HOMESTEAD
SCHOOL
1459 Shelburne Road (VT Route 7)
South Burlington, Vermont
OWNER:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
C-2.03
DETAILS
ANTHONY SOCINSKI TRUST
533 TANNER ROAD
JEFFERSONVILLE, VERMONT 05464
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446 www.krebsandlansing.com
PROPERTY INFORMATION:
ADDRESS: 1459 SHELBURNE ROAD
PARCEL ID: 1540-01459
SPAN: 600-188-15810
GRANDLIST ACREAGE: 0.71 ACRES
ZONING: COMMERCIAL 2 (C2)
FRONT YARD BUILDING SETBACK: 30'
BACK YARD BUILDING SETBACK: 30'
SIDE YARD BUILDING SETBACK: 10'
MAXIMUM BUILDING COVERAGE:40%
MAXIMUM TOTAL LOT COVERAGE: 70%
STAMP:
APPLICANT:
REPERIO PROPERTIES, LLC
P.O. BOX 1133
WILLISTON, VERMONT 05495
TEMPORARY SEED MIX SHALL BE USED
BETWEEN 9/16 AND 5/14 AND SHALL
MEET THE FOLLOWING CRITERIA:
PERMANENT SEED MIX SHALL BE USED AS
EARLY AS PRACTICABLE BETWEEN 5/15 AND 9/15
AND SHALL MEET THE FOLLOWING CRITERIA:
SEED % WEIGHT
RED FESCUE 50%
SHEEP FESCUE 25%
RED TOP 5%
WHITE CLOVER 10%
ANNUAL RYE 10%
FLOW
SLOPE
A
A
TO BE INSTALLED AT
THE LIMITS OF THE
CONSTRUCTION
AREA. SEE PLANS.4' MIN.1.ACCEPTABLE EPSC MEASURE DETAILS ARE
PROVIDED BELOW.
2.AT A MINIMUM, EPSC MEASURES MEET VT DEC
STANDARDS AND SPECIFICATIONS FOR EROSION
PREVENTION AND SEDIMENT CONTROL OR
PREVIOUSLY APPROVED INTERCHANGEABLE
PRACTICES.
3.LIMITS OF DISTURBANCE (OR "CONSTRUCTION
DEMARCATION") SHALL BE INSTALLED PRIOR TO
ANY EARTH DISTURBING ACTIVITIES.
4.BARRIER TAPE/ROPE: FOR USE WHERE PROPOSED
DISTURBANCE BORDERS NON-WOODED,
VEGETATED AREAS MORE THAN 100 FT FROM THE
NEAREST WATER RESOURCE (STREAM, BROOK,
LAKE, POND, WETLAND, ETC.). BARRIER TAPE IS
HIGH VISIBILITY FIBERGLASS TAPE, MINIMUM 3" IN
WIDTH COMMONLY USED IN SKI AREAS FOR
DEMARCATING CLOSED AREAS. BARRIER TAPE AND
ROPE SHOULD BE ATTACHED TO STAKES, AT A
MINIMUM HEIGHT OF 4 FT FROM THE GROUND.
5.MINIMUM 1 TO 2 ROWS OF MESH BARRIER TAPE TO
BE INSTALLED ALONG CONSTRUCTION PERIMETER.
6.EACH ROW OF BARRIER TAPE TO BE 3" WIDE
MINIMUM.
7.BARRIER TAPE TO BE ORANGE.
8.SECURE BARRIER TAPE TO STAKES OR EXISTING
TREE TRUNKS WITH BOTTOM ROW AT 4' DISTANCE
FROM GROUND SURFACE (MINIMUM).
9.MAINTAIN AND REPLACE AS NEEDED. REMOVE AT
COMPLETION OF PROJECT PER OSPC.
10.IN EVENT THE OSPC DETERMINES BARRIER TAPE IS
NOT SUFFICIENT, REPLACE WITH ORANGE
CONSTRUCTION FENCE OR SNOW FENCE.
20" MIN.
16" MIN.
10' MAX.
1.AT A MINIMUM, EPSC
MEASURES MEET VT DEC
STANDARDS AND
SPECIFICATIONS FOR EROSION
PREVENTION AND SEDIMENT
CONTROL OR PREVIOUSLY
APPROVED
INTERCHANGEABLE
PRACTICES.
2.PERIMETER CONTROLS SHALL
BE UTILIZED IN SMALL AREAS <
1 ACRE. IN AREAS > 1 ACRE,
TEMPORARY SEDIMENT TRAPS
OR TEMPORARY SEDIMENT
BASINS ARE TO BE UTILIZED.
3.PERIMETER CONTROLS SHALL
BE INSTALLED ON DOWNSLOPE
SIDE OF PLANNED EARTH
DISTURBANCE.
4.PERIMETER CONTROLS SHALL
BE INSTALLED PRIOR TO ANY
EARTH DISTURBING
ACTIVITIES WITHIN UPSLOPE
CONTRIBUTING AREA.
5.SILT FENCE SHALL NOT BE
USED AS CONSTRUCTION
DEMARCATION.
6.SILTSOXX CAN BE USED AS A
SILT FENCE ALTERNATIVE,
WITH PRIOR APPROVAL OF
THE ENGINEER. SEE DETAIL.
7.IF SILT FENCE IS INSTALLED
WHEN GROUND IS FROZEN, A
GRAVEL, SHOT ROCK, OR
SAND BALLAST MUST BE USED.
1.CONTRACTOR SHALL STABILIZE CONSTRUCTION ENTRANCE AS REQUIRED TO PREVENT
TRACKING OF SEDIMENT OFF-SITE.
2.CONTRACTOR TO USE MIRAFI 500X UNDER STONE FOR TEMPORARY CONSTRUCTION
ROADS.
3.CRUSHED STONE SHALL BE ADDED OR REPLACED WHEN 80% OF THE VOIDS ARE FILLED
WITH SEDIMENT.
4.STONE SIZE SHALL BE 1-4".
5.ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCE SHALL
BE PIPED BENEATH ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1
SLOPES IS ALLOWED.
12'
MIN.
8" min
GUIDE TO MULCH MATERIALS, RATES, AND USES
QUALITY STANDARDS PER 1000 SQ. FT.PER ACRE DEPTH OF
APPLICATION REMARKS
WOOD CHIPS OR SHAVINGS AIR-DRIED. FREE OF OBJECTIONABLE
COARSE MATERIAL
500-900 LBS 10-20 TONS 2 - 7"USED PRIMARILY AROUND SHRUB AND TREE PLANTINGS AND RECREATION TRAILS
TO INHIBIT WEED COMPETITION. RESISTANT TO WIND BLOWING. DECOMPOSES
SLOWLY.
WOOD FIBER CELLULOSE
(PARTLY DIGESTED WOOD
FIBERS)
MADE FROM NATURAL WOOD USUALLY
WITH GREEN DYE AND DISPERSING
AGENT
50 LBS 2,000 LBS.-APPLY WITH HYDROMULCHER. NO TIE DOWN REQUIRED. LESS EROSION CONTROL
PROVIDED THAN 2 TONS OF HAY OR STRAW.
GRAVEL, CRUSHED STONE
OR SLAG
WASHED; SIZE 2B OR 3A - 112"9 CU. YDS.405 CU. YDS.3"EXCELLENT MULCH FOR SHORT SLOPES AND AROUND PLANTS AND
ORNAMENTALS. USE 2B WHERE SUBJECT TO TRAFFIC. (APPROXIMATELY 2,000
LBS./CU. YD.). FREQUENTLY USED OVER FILTER FABRIC FOR BETTER WEED
CONTROL.
HAY OR STRAW AIR-DRIED; FREE OF UNDESIRABLE
SEEDS & COARSE MATERIALS
90-100 LBS 2-3 BALES 2 TONS (100-120
BALES)
COVER
ABOUT 90%
SURFACE
USE SMALL GRAIN STRAW WHERE MULCH IS MAINTAINED FOR MORE THAN THREE
MONTHS. SUBJECT TO WIND BLOWING UNLESS ANCHORED. MOST COMMONLY
USED MULCHING MATERIAL. PROVIDES THE BEST MICRO-ENVIRONMENTAL FOR
GERMINATING SEEDS.
COMPOST UP TO 3" PIECES, MODERATELY TO
HIGHLY STABLE
3-9 CU. YDS.134-402 CU. YDS.1 - 3"COARSER TEXTURED MULCHES MAY BE MORE EFFECTIVE IN REDUCING WEED
GROWTH AND WIND EROSION.
EROSION CONTROL MIX WELL-GRADED MIXTURE OF PARTICLE
SIZES. ORGANIC CONTENT BETWEEN
80-100%, DRY WEIGHT. PARTICLE SIZE
SHALL PASS 6" SCREEN (100%)
* SLOPES 3(HZ.):1(VERT.) OR FLATTER = 2 INCH DEPTH PLUS ADDITIONAL
1/2 INCH DEPTH PER 20 FT. OF SLOPE UP TO 100 FT.
** SLOPES BETWEEN 3(HZ.):1(VERT.) AND 2(HZ.):1(VERT.) = 4 INCH DEPTH
PLUS ADDITIONAL 1/2 INCH PER 20 FT. OF SLOPE UP TO 100 FT.
*** SLOPES STEEPER THAN 2(HZ.):1(VERT.) USE OF EROSION CONTROL
MIX AND MULCH DEPTH TO BE REVIEWED AND APPROVED PRIOR TO USE
BY OSPC OR EPSC SPECIALIST
COMPRISED OF SHREDDED BARK, STUMP GRINDINGS, COMPOSTED BARK, OR
ACCEPTABLE MANUFACTURED PRODUCTS. MAY CONTAIN ROCK < 4" IN DIAMETER.
ORGANICS SHALL BE FIBROUS AND ELONGATED. NO LARGE PORTIONS OF SILTS,
CLAYS OR FINE SANDS.
10'
MIN.
5"-12"
1.CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION, MAINTENANCE, AND
REMOVAL OF SILTSOXX IN ALL LOCATIONS SHOWN ON THE PLANS. SILTSOXX MAY BE
LEFT IN PLACE IF THE CONTRACTOR SEEDS AND MULCHES OVER SILTSOXX FOR
GROWTH POST CONSTRUCTION.
2.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND ADDITIONAL WATTLES WILL BE
ADDED WHEN SEDIMENT REACHES HALF OF PRODUCT HEIGHT.
3.WHEN INSTALLING LENGTHS OF SILTSOXX, LENGTHS WILL OVERLAP BY MINIMUM 18"
WHEN TRANSITIONING TO A NEW LENGTH OF SILTSOXX.
4.CONTRACTOR SHALL REFER TO ALL MANUFACTURES SPECIFICATIONS AND DETAILS.
5.SILTSOXX IS A SPECIFIC MANUFACTURER, OTHER MANUFACTURERS WITH EQUAL
PRODUCTS MAY BE USED IF APPROVED BY ENGINEER.
6.SILTSOXX CAN BE USED AS A SILT FENCE ALTERNATIVE, WITH PRIOR APPROVAL OF THE
ENGINEER.
NOTES
SEED % WEIGHT %GERMINATION
WINTER RYE 80% MIN.85% MIN.
RED FESCUE (CREEPING)4% MIN.80% MIN.
PERENNIAL RYE GRASS 3% MIN.90% MIN.
RED CLOVER 3% MIN.90% MIN.
OTHER CROP GRASS 0.5% MAX.
NOXIOUS WEED SEED 0.5% MAX.
INERT MATTER 1% MAX.
SEEDING SPECIFICATIONS
NOTES
PROVIDE APPROPRIATE TRANSITION BETWEEN
STABILIZED CONSTRUCTION ENTRANCE AND
EXISTING EDGE OF TRAVELED WAY
50' MIN.
SEE SITE PLAN EXISTING
ROAD
EXISTING
ROAD
PUBLIC
RIGHT OF
WAY
50' MIN.
SEE SITE PLAN
4" MINUS
CRUSHED
STONE
12'
MIN.
EXISTING
GROUND
EXISTING
GROUND PROFILE
PLAN
N.T.S.
STABILIZED CONSTRUCTION ENTRANCE
NOTES
5" TO 12" DIAMETER SILTSOXX, OR APPROVED EQUAL, MAY BE
USED IN LOCATIONS SHOWN ON PLANS OR AS AN ALTERNATE TO
SILT FENCE ONLY WITH PRIOR APPROVAL FROM ENGINEER. SIZE
OF SILTSOXX WILL BE BASED ON APPLICATION, CHECK WITH
ENGINEER FOR SIZE.OVERLAP BETWEEN
WATTLE LENGTHS, 18" MIN.
WATTLES SHALL BE STAKED WITH TYPICAL
WOOD STAKES AT 10 FT. ON CENTER.
N.T.S.
TYPICAL SILTSOXX SEDIMENT CONTROL
36" STAKES DRIVEN
ON DOWNSLOPE
SIDE OF FENCE
SLOPE
FILTER FABRIC
ATTACHED TO STAKES
ON UPSLOPE SIDE.
36" MIN.
STAKE
FILTER FABRIC
FORM 6" MIN. DEEP TRENCH.
LAY FABRIC IN BOTTOM
COVER WITH COMPACTED
SOIL OR STONE
BALLAST
SECTION A-A
SILT FENCE SPACING CHART
SPACINGSLOPE
5% TO 10%
10% TO 20%
> 20%15 FT. OR LESS
25 FT. OR LESS
50 FT. OR LESS
NOTES
N.T.S.
TYPICALTEMPORARY SILT FENCE
FASTEN
FENCE TO
STAKE
WOODEN
STAKE
ORANGE POLYESTER MESH WEBBING
BY WORLD CUP SUPPLY OR APPROVED
EQUAL. (3" WIDE MIN.)
A
A
N.T.S.
TYPICAL CONSTRUCTION
LIMIT BARRIER
SECTION A-A
INCORRECT
SILT FENCE INSTALLED PARALLEL TO
SLOPE (PERPENDICULAR TO CONTOUR)
IN ONE, LONG RUN
30°
NOTE: J-HOOKS SHALL BE USED
WHENEVER THE SILT FENCE LINE
IS INSTALLED AT AN ANGLE OF 30
DEGREES OR GREATER FROM
PARALLEL TO THE CONTOURS
CORRECT
SILT FENCE INSTALLED IN SHORTER RUNS WITH
J-HOOKS TO AVOID CONCENTRATION OF FLOWS
AT ONE LOCATION BY TRAPPING RUNOFF AT
MULTIPLE POINTS ALONG A SLOPE.
1. PROPER INSTALLATION OF J-HOOKS PROVIDES SILT FENCE THE ABILITY TO
TEMPORARILY POND RUNOFF, ALLOWING TIME FOR SEDIMENTS TO SETTLE.
2. LONG RUNS OF SILT FENCE BETWEEN J-HOOKS SHOULD BE AVOIDED REFER TO
ADJACENT TABLE FOR PROPER SPACING OF J-HOOKS.
3. J-HOOKS SHOULD BE BUILT ALONG CONTOUR IN A "SMILE" SHAPE WITH A MINIMUM
WIDTH OF 20 FEET AND MINIMUM DEPTH OF 10 FEET.
4. ALONG A NARROW RIGHT OF WAY, NARROWER J-HOOKS CAN BE USED WITH A
HIGHER SPACING FREQUENCY.
20'
10'
SLOPE
STEEPNESS
MAXIMUM SPACING
BETWEEN SILT FENCE
J-HOOKS (FT.)
2:1 SLOPE (50%)
3:1 SLOPE (33%)
4:1 SLOPE (25%)
5:1 SLOPE OR
FLATTER (50%)
25
50
75
100
NOTES
SLOPE SLOPE
SILT
FENCE
SILT
FENCELIMITS OF
CLEARING
LIMITS OF
CLEARING
AVOID LARGE
GAPS BETWEEN
BOTTOM OF
ABOVE GRADIENT
J-HOOK AND THE
NEXT SILT FENCE
LINE. (6" MAXIMUM)
N.T.S.
TYPICAL SILT FENCE "J-HOOK" CONSTRUCTION
CATCH BASIN BOTTOM OF DEPRESSION
SHOULD BE 2 FT. MIN.
FROM EDGE OF CATCH
BASIN RIM. SEE SITE PLAN
FOR SIZE OF RIP RAP
INLET PROTECTION.
SHALLOW
DEPRESSION
AROUND GRATE
INLET GRATE
CRUSHED
STONE, VAOT
704.17
5'
12"
8"
12"
2' MIN.
N.T.S.
STONE LINED SUMP INLET PROTECTION
CRUSHED
STONE, VAOT
704.17
1.FOR INLET PROTECTION IN PAVEMENT AREAS
CONTRACTOR MAY ALSO USE SECURED "MARCH MAT OR
APPROVED EQUAL, COIR INLET FABRIC OVER CATCH BASIN.
2.TYPICAL FOR ALL INLET GRATES ON SITE.
3.MAINTAIN SHALLOW DEPRESSION AROUND GRATE UNTIL
PAVING AND/OR FINAL STABILIZATION HAS OCCURRED.
NOTES
BOTTOM OF DEPRESSION
SHOULD BE 2 FT. MIN.
FROM EDGE OF CATCH
BASIN RIM.
SHALLOW
DEPRESSION
AROUND GRATE
INLET GRATE
INSTALL
"MARSH MAT",
OR APPROVED
EQUAL, COIR
INLET FILTER
OVER CATCH
BASIN GRATE.
INSTALL 2" MINIMUM
CRUSHED GRAVEL OVER
FABRIC. MOUND GRAVEL IN
CENTER OF STRUCTURE TO
DRAIN AWAY FROM CATCH
BASIN.
NEW CATCH BASIN
FRAME AND GRATE.
SEE TYPICAL CATCH
BASIN DETAIL.
IMPERMEABLE STABILIZATION FABRIC,
MIRAFI 500X OR EQUAL. INSTALL OVER
CATCH BASIN.EXTEND FABRIC 12"
MINIMUM BEYOND THE
EDGES OF THE CATCH
BASIN FRAME & GRATE
N.T.S.
TEMPORARY IMPERMEABLE
CATCH BASIN COVER DETAIL
ORANGE POLYESTER
MESH WEBBING BY
WORLD CUP SUPPLY
OR APPROVED EQUAL.
(3" WIDE MIN.)
WOODEN
STAKE
AREA TO BE
PROTECTED
WORK AREA
FLOW
5" TO 12" DIAMETER
SILTSOXX, OR
APPROVED EQUAL.
SIZE OF SILTSOXX
WILL BE BASED ON
APPLICATION,
CHECK WITH
ENGINEER FOR SIZE.
CONCRETE BLOCKS
OR SAND BAGS FOR
SUPPORT FOR
SILTSOXX, 10' ON
CENTER. IF SLOPES
PERMIT SILTSOXX
MAY NOT NEED
SUPPORT.
AREA TO BE
PROTECTED
PLAN
SECTION
N.T.S.
TYPICAL SILTSOXX INSTALLATION ON PAVEMENT
1.CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION, MAINTENANCE,
AND REMOVAL OF SILTSOXX IN ALL LOCATIONS SHOWN ON THE PLANS.
2.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND ADDITIONAL SILTSOXX WILL
BE ADDED WHEN SEDIMENT REACHES HALF OF PRODUCT HEIGHT.
3.WHEN INSTALLING LENGTHS OF SILTSOXX, LENGTHS WILL OVERLAP BY MINIMUM 2'
WHEN TRANSITIONING TO A NEW LENGTH OF WATTLE.
4.CONTRACTOR SHALL REFER TO ALL MANUFACTURES SPECIFICATIONS AND
DETAILS.
5.SILTSOXX IS A SPECIFIC MANUFACTURER, OTHER MANUFACTURERS WITH EQUAL
PRODUCTS MAY BE USED IF APPROVED BY ENGINEER.
NOTES
CATCH
BASIN
N.T.S.
SILTSOXX INLET PROTECTION
WIRE TIES
STORM
GRATE
5" TO 12" DIAMETER
SILTSOXX, OR
APPROVED EQUAL.
SIZE OF SILTSOXX
WILL BE BASED ON
APPLICATION,
CHECK WITH
ENGINEER FOR SIZE.
DRAIN
INLET PLAN
CURBSIDE
OPTION A
CURBSIDE
OPTION B
5" TO 12" DIAMETER SILTSOXX,
OR APPROVED EQUAL. SIZE OF
SILTSOXX WILL BE BASED ON
APPLICATION, CHECK WITH
ENGINEER FOR SIZE.
STORM
GRATE
MATERIAL TO BE
DRAWN IN AND
TIED OFF TO
WOODEN STAKECURB CURB
CATCH
BASIN
5" TO 12" DIAMETER SILTSOXX, OR APPROVED
EQUAL. SIZE OF SILTSOXX WILL BE BASED ON
APPLICATION, CHECK WITH ENGINEER FOR SIZE.
CURB
MATERIAL TO BE
DRAWN IN AND
TIED OFF TO
WOODEN STAKE
SECURE TO
GRATE WITH TIE
DOWNS
DRAIN INLET
SECTION
CURBSIDE
SECTION
1.CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION, MAINTENANCE, AND REMOVAL OF
SILTSOXX IN ALL LOCATIONS SHOWN ON THE PLANS.
2.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND ADDITIONAL SILTSOXX WILL BE ADDED
WHEN SEDIMENT REACHES HALF OF PRODUCT HEIGHT.
3.WHEN INSTALLING LENGTHS OF SILTSOXX, LENGTHS WILL OVERLAP BY MINIMUM 2' WHEN
TRANSITIONING TO A NEW LENGTH OF WATTLE.
4.CONTRACTOR SHALL REFER TO ALL MANUFACTURES SPECIFICATIONS AND DETAILS.
5.SILTSOXX IS A SPECIFIC MANUFACTURER, OTHER MANUFACTURERS WITH EQUAL PRODUCTS MAY
BE USED IF APPROVED BY ENGINEER.
NOTES
5 FT.
BLANK
THE
HOMESTEAD
SCHOOL
1459 Shelburne Road (VT Route 7)
South Burlington, Vermont
OWNER:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
C-2.04
DETAILS
ANTHONY SOCINSKI TRUST
533 TANNER ROAD
JEFFERSONVILLE, VERMONT 05464
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446 www.krebsandlansing.com
PROPERTY INFORMATION:
ADDRESS: 1459 SHELBURNE ROAD
PARCEL ID: 1540-01459
SPAN: 600-188-15810
GRANDLIST ACREAGE: 0.71 ACRES
ZONING: COMMERCIAL 2 (C2)
FRONT YARD BUILDING SETBACK: 30'
BACK YARD BUILDING SETBACK: 30'
SIDE YARD BUILDING SETBACK: 10'
MAXIMUM BUILDING COVERAGE:40%
MAXIMUM TOTAL LOT COVERAGE: 70%
STAMP:
APPLICANT:
REPERIO PROPERTIES, LLC
P.O. BOX 1133
WILLISTON, VERMONT 05495
2:1 MAX.
2:
1
1
2
2
11'-6" MIN.FLOW FROM
SURFACES TO BE
TREATED
BERM BETWEEN FOREBAY AND
TREATMENT PRACTICE. PROVIDE
LOW SPOT APPROXIMATELY 3"
LOWER THAN BERM FOR
APPROXIMATELY 5' IN WIDTH.
BASE OF SEDIMENT FOREBAY WILL BE
TOPSOILED, SEEDED AND MULCHED.
MAINTAIN AS GRASS.
SEDIMENT FOREBAY DETAIL
N.T.S.
SEE TREATMENT
BEST MANAGEMENT
PRACTICE DETAIL
TREATMENT
BMP
SEDIMENT FOREBAY IS DESIGNED TO CONTAIN A
MINIMUM OF 10% WQv, SEE PLANS FOR EXACT
DIMENSIONS AND GRADING DETAILS.
INSTALL FIXED
VERTICAL
SEDIMENT
DEPTH MARKER
TO MEASURE
DEPOSITED
SEDIMENT
1.APPLY SEED AND MULCH. APPLY UNIFORMLY OVER AREA.
2.CROSS-SECTION SHALL BE EXCAVATED TO NEAT LINES AND GRADES. OVER-EXCAVATED AREAS SHALL
BE BACKFILLED WITH MOIST SOIL COMPACTED TO DENSITY OF SURROUNDING MATERIAL.
3.ALL EARTH REMOVED AND NOT NEEDED IN CONSTRUCTION SHALL BE SPREAD OR DISPOSED OF IN
APPROVED UPLAND AREA (PER OSPC) SUCH THAT IT DOES NOT INTERFERE WITH FUNCTIONING OF
SWALE. ALL EXCAVATED SOIL SHALL REMAIN ON SITE.
NOTES
SOIL RETENTION: RETAIN, IN AN UNDISTURBED STATE, THE DUFF LAYER AND NATIVE TOPSOIL TO THE MAXIMUM EXTENT
PRACTICABLE.
SOIL QUALITY: ALL AREAS SUBJECT TO THE STANDARD SHALL DEMONSTRATE THE FOLLOWING:
A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 4% DRY WEIGHT IN PLANTING BEDS AND TURF AREAS. THE
TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF 4 INCHES, EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF INCORPORATION OF
AMENDMENTS NEEDED TO MEET THE CRITERIA.
COMPOST AND OTHER MATERIALS SHALL BE USED THAT MEET THE FOLLOWING REQUIREMENTS:
·THE COMPOST OR OTHER MATERIALS SHALL HAVE A CARBON TO NITROGEN RATIO BELOW 25:1.
·COMPOST SHALL MEET THE DEFINITION OF “COMPOST” IN THE AGENCY'S SOLID WASTE MANAGEMENT RULES OR SHALL MEET
THE CONTAMINANT STANDARDS IN THE VERMONT SOLID WASTE MANAGEMENT RULES §6-1104(G)(6- 7), §6-1105(E)(8-9), AND
§6-1106(E)(7-9). COMPOST OR OTHER ORGANIC MATERIALS MAY BE AMENDED TO MEET THE FOREGOING REQUIREMENTS.
·EXCEPTIONAL QUALITY BIOSOLIDS (EQ BIOSOLIDS) MAY BE USED AS A SOIL AMENDMENT, AT A MAXIMUM PROPORTION OF 35% OF
THE TOTAL SOIL VOLUME, AND SHALL BE WELL MIXED WITH EXISTING SOIL BEFORE OR DURING APPLICATION.
·THE RESULTING SOIL SHALL BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED.
THE SOIL QUALITY REQUIREMENTS SHALL BE MET BY USING ONE OR A COMBINATION OF THE FOLLOWING METHODS:
·OPTION 1: LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL, AND PROTECT FROM COMPACTION DURING CONSTRUCTION.
FAILURE TO ESTABLISH AND MAINTAIN EXCLUSIONARY CONTROLS AROUND THESE AREAS DURING THE CONSTRUCTION PHASE
MAY TRIGGER THE REQUIREMENT TO RESTORE SOILS PER ONE OF THE FOLLOWING OPTIONS.
·OPTION 2: AMEND EXISTING SITE TOPSOIL OR SUBSOIL IN PLACE.
a.SCARIFY OR TILL SUBSOILS TO 4 INCHES OF DEPTH OR TO DEPTH NEEDED TO ACHIEVE A TOTAL DEPTH OF 8 INCHES OF
UNCOMPACTED SOIL AFTER CALCULATED AMOUNT OF AMENDMENT IS ADDED. EXCEPT FOR WITHIN THE DRIP LINE OF
EXISTING TREES, THE ENTIRE SURFACE SHALL BE DISTURBED BY SCARIFICATION;
b.AMEND SOIL TO MEET ORGANIC CONTENT REQUIREMENTS:
1.PRE-APPROVED RATE: PLACE 1 INCH OF COMPOSTED MATERIAL WITH AN ORGANIC MATTER CONTENT BETWEEN 40
AND 65% AND ROTOTILL INTO 3 INCHES OF SOIL, OR
2.CALCULATED RATE: PLACE CALCULATED AMOUNT OF COMPOSTED MATERIAL OR APPROVED ORGANIC MATERIAL AND
ROTOTILL INTO DEPTH OF SOIL NEEDED TO ACHIEVE 4 INCHES OF SETTLED SOIL AT 4% ORGANIC CONTENT.
*CONTRACTOR TO PROVIDE CALCULATION AND SITE SKETCH INDICATING AREAS USED FOR CALCULATIONS.
c.RAKE BEDS TO SMOOTH AND REMOVE SURFACE ROCKS LARGER THAN 2 INCHES IN DIAMETER; AND
d.WATER OR ROLL TO COMPACT SOIL IN TURF AREAS TO 85% OF MAXIMUM DRY DENSITY.
·OPTION 3: REMOVE AND STOCKPILE EXISTING TOPSOIL DURING GRADING.
a.STOCKPILE SOIL ON SITE IN A DESIGNATED CONTROLLED AREA, AT LEAST 50 FEET FROM SURFACE WATERS, WETLANDS,
FLOODPLAINS, OR OTHER CRITICAL RESOURCE AREAS;
b.SCARIFY OR TILL SUBGRADE TO A DEPTH OF 4 INCHES. EXCEPT FOR WITHIN THE DRIP LINE OF EXISTING TREES, THE
ENTIRE SURFACE SHALL BE DISTURBED BY SCARIFICATION;
c.STOCKPILED TOPSOIL SHALL ALSO BE AMENDED, IF NEEDED, TO MEET THE ORGANIC CONTENT REQUIREMENTS:
1.PRE-APPROVED RATE: COMPOST SHALL BE INCORPORATED WITH AN ORGANIC MATTER CONTENT BETWEEN 40 AND
65% INTO THE TOPSOIL AT A RATIO 1:3, OR
2.CALCULATED RATE: INCORPORATE COMPOSTED MATERIAL OR APPROVED ORGANIC MATERIAL AT A CALCULATED
RATE TO ACHIEVE 4 INCHES OF SETTLED SOIL AT 4% ORGANIC CONTENT;*
d.REPLACE STOCKPILED TOPSOIL PRIOR TO PLANTING, SCREEN TOPSOIL, AND;
e.RAKE TO LEVEL, AND REMOVE SURFACE ROCKS LARGER THAN 2 INCHES IN DIAMETER.
f.OPTION 4: IMPORT TOPSOIL MIX, OR OTHER MATERIALS FOR MIXING, INCLUDING COMPOST, OF SUFFICIENT ORGANIC
CONTENT AND DEPTH.
g.SCARIFY OR TILL SUBGRADE TO A DEPTH OF 4 INCHES. EXCEPT FOR WITHIN THE DRIP LINE OF EXISTING TREES, THE
ENTIRE SURFACE SHALL BE DISTURBED BY SCARIFICATION;
h.PLACE 4 INCHES OF IMPORTED TOPSOIL MIX ON SURFACE. THE IMPORTED TOPSOIL MIX SHALL CONTAIN 4% ORGANIC
MATTER. SOILS USED IN THE MIX SHALL BE SAND OR SANDY LOAM AS DEFINED BY THE USDA; SHOP DRAWING SUBMITTAL
IS REQUIRED. FIND USDA SIEVE FOR SAND AND SANDY LOAM.
i.RAKE BEDS TO SMOOTH AND REMOVE SURFACE ROCKS LARGER THAN 2 INCHES IN DIAMETER;
j.WATER OR ROLL TO COMPACT SOIL IN TURF AREAS TO 85% OF MAXIMUM DRY DENSITY.
SOIL MANAGEMENT
·IDENTIFIES AREAS ON THE SITE SUBJECT TO THE STANDARD;
·SOIL DEPTH AND QUALITY SHALL BE ESTABLISHED TOWARDS THE END OF CONSTRUCTION AND ONCE ESTABLISHED, PROTECTED
FROM COMPACTION, SUCH AS FROM LARGE MACHINERY, VEHICLE TRAFFIC, AND FROM EROSION;
·AFTER SOIL AMENDMENTS AND PLACEMENT IS COMPLETE, AND PRIOR TO SEEDING AND MULCHING, CONTRACTOR SHALL
PERFORM VERIFICATION SAMPLING IN LOCATIONS INDICATED ON SAMPLING PLAN. VERIFICATION SAMPLING SHALL INCLUDE NINE,
8 INCH DEEP (MIN) TEST HOLES PER ACRE OF AREA SUBJECT TO THE STANDARD. TEST HOLES SHALL BE EXCAVATED USING ONLY
A SHOVEL DRIVEN SOLELY BY INSPECTOR'S WEIGHT AND SHALL BE AT LEAST 50 FEET APART FROM EACH OTHER.
·A DENSE AND VIGOROUS VEGETATIVE COVER SHALL BE ESTABLISHED OVER TURF AREAS.
POST-CONSTRUCTION SOIL DEPTH AND QUALITY NOTES
A.GRASS-LINED SWALE: LOCATED ALONG ALL DRIVEWAYS.
1.INSPECT REGULARLY FOR ACCUMULATION OF
SEDIMENT OR DEBRIS, PARTICULARLY AFTER LARGE
STORM EVENTS.
2.INSPECT AND REPAIR ANY EROSION AND RE-SEED
BARE SPOTS AS NEEDED.
3.REMOVE SEDIMENT AND RESHAPE SWALE WHEN 6
INCHES OF SEDIMENT HAS ACCUMULATED.
B.FOREBAY PRE-TREATMENT AREAS:
1.MONITOR FOR ACCUMULATION OF SEDIMENT. CLEAN
WHEN 50% FULL OR AS NEEDED.
2.INSPECT AND REPAIR ANY NOTED EROSION.
C.DRY SWALE/ BASIN WITH UNDERDRAIN
1.INSPECT FOR EROSION AND ACCUMULATED SEDIMENT
WITHIN POND. REMOVE SEDIMENT AND REPAIR ANY
EROSION AS NECESSARY.
2.REMOVE ALL TRASH FROM THE BASIN.
3.INSPECT UNDERDRAIN OUTFALL AND ORIFICE CAP,
REMOVE ANY OBSTRUCTIONS STOPPING FLOW FROM
CAP, KEEP AREA FREE OF DEBRIS/VEGETATION
D.BROAD CRESTED WEIRS: LOCATED IN PONDS AND
FOREBAYS FOR OVERFLOWS.
1.INSPECT REGULARLY FOR SIGNS OF EROSION OR
DISPLACEMENT OF STONE. REPAIR AS NEEDED.
2.INSPECT FOR DEBRIS/TRASH ACCUMULATION AND
REMOVE AS NEEDED.
3.MONITOR FOR EVIDENCE OF CONCENTRATED FLOW
CHANNELS OR EROSION AT OUTLET. LEVEL STONE IF
NEEDED TO RESTORE EVEN FLOW DISTRIBUTION.
STORMWATER MAINTANCE NOTES
1.SOIL DEPTH AND QUALITY SHALL BE ESTABLISHED
TOWARDS THE END OF CONSTRUCTION, AND ONCE
ESTABLISHED, BE PROTECTED FROM COMPACTION.
2.THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF
THE POST CONSTRUCTION SOIL DEPTH AND QUALITY.
3.VERIFICATION SHALL BE VIA A SAMPLING SCHEME THAT
INCLUDES NINE 8" DEEP TEST HOLES PER ACRE OF AREA
SUBJECT TO THE STANDARD.
4.TEST HOLES SHALL BE EXCAVATED USING ONLY A SHOVEL
DRIVEN SOLELY BY THE INSPECTOR'S WEIGHT AND SHALL
BE AT LEAST 50 FEET APART FROM EACH OTHER.
5.ALL DISTURBED AREAS WITHIN THE PROJECT LIMITS (LOD)
ARE SUBJECT TO THE POST-CONSTRUCTION SOIL DEPTH
AND QUALITY STANDARD
6.THERE IS NO PROPOSED EXCAVATION OR RE-GRADING
ANTICIPATED WITHIN THE SOLAR ARRAY BEYOND WHAT IS
NECESSARY FOR SETTING POSTS AND INSTALLING
CONDUIT. IT IS ANTICIPATED THAT SOME GROUND
DISTURBANCE WILL OCCUR WITHIN THE ARRAY FROM
FREQUENT TRACKING OF EQUIPMENT. THE CONTRACTOR
AND ENGINEER SHALL EVALUATE GROUND DISTURBANCE
WITHIN THE SOLAR ARRAY AND EITHER:
··CONFIRM THAT SOILS HAVE NOT BEEN EXCESSIVELY
COMPACTED VIA TEST PITS AND PHOTO
DOCUMENTATION.
··IMPLEMENT THE MEASURES OUTLINED IN THE "POST
CONSTRUCTION SOIL DEPTH & QUALITY STANDARD" IF
EXCESSIVE COMPACTION HAS OCCURRED.
2:12:
1 VARIES SEE PLANS
VARIES SEE
PLANS1
4 2
1
GRASS SWALE DETAIL
1.TYPICAL GRASS SWALE CROSS SECTION. SEE PLAN VIEW FOR LOCATIONS.
2.MAXIMUM SIDE SLOPES INTO SWALE SHALL BE 2:1.
3.DURING CONSTRUCTION TEMPORARILY SEEDED AND HEAVILY MULCHED. POST CONSTRUCTION CONTRACTOR SHALL RE-GRADE
ANY EROSION, REMOVE BUILD UP SEDIMENTS, PERMANENT SEED AND HEAVILY RE-MULCH.
4.CROSS-SECTION SHALL BE EXCAVATED TO NEAT LINES AND GRADES. OVER-EXCAVATED AREAS SHALL BE BACKFILLED WITH MOIST
SOIL COMPACTED TO DENSITY OF SURROUNDING MATERIAL.
5.ALL EARTH REMOVED AND NOT NEEDED IN CONSTRUCTION SHALL BE SPREAD OR DISPOSED OF IN APPROVED UPLAND AREA (PER
OSPC) SUCH THAT IT DOES NOT INTERFERE WITH FUNCTION.
6" LAYER OF ON-SITE SOIL
AND/OR IMPORTED TOPSOIL.
MIRAFI 140N DRAINAGE FABRIC
OVER ROCK SUBGRADE.
NOTES
N.T.S.
WINTER EROSION CONTROL NARRATIVE:
OBJECTIVE - ANY SITE WORK PERFORMED LATER THAN OCTOBER 15TH WILL RESULT IN
EXPOSED SOIL THROUGH THE WINTER. THIS PRESENTS A POTENTIAL FOR EROSION
THROUGH THE WINTER. THE WINTER EROSION CONTROL MEASURES ARE INTENDED TO
PREVENT SEDIMENT FROM LEAVING THE CONSTRUCTION ZONE DURING THAWS AND
RAINSTORMS.
WINTER EROSION CONTROL SEQUENCE:
ON-SITE COORDINATOR - THE ON-SITE COORDINATOR SHALL BE SURE ALL EROSION
CONTROL MEASURES REQUIRED FOR WINTER CONSTRUCTION ARE INSTALLED BY
OCTOBER 15TH AND PRIOR TO GROUND FREEZING. IF A PERMITTED AREA CAN BE LEFT
UNDISTURBED UNTIL THE SPRING THE CONTRACTOR SHALL MAKE EVERY EFFORT TO LIMIT
THESE AREAS OF DISTURBANCE.
THE CONTRACTOR SHALL STABILIZE ANY PORTION OF THE SITE THAT IS BEING WORKED
AND DISTURBED PRIOR TO BEGINNING CONSTRUCTION AT ANOTHER AREA OF THE SITE.
AT NO TIME DURING WINTER CONSTRUCTION SHALL THERE BE MORE THAN 1 ACRE OF
EXPOSED SOIL ON SITE.
ANTICIPATED WINTER CONSTRUCTION ACTIVITIES WILL INCLUDE ALL ASPECTS OF THE
PROJECT PROPOSED DURING SUMMER CONSTRUCTION. THIS IS A CONTINUATION OF
WORK WHICH WAS NOT COMPLETED DURING THE SUMMER. MAJOR GRADING IS EXPECTED
TO BE COMPLETE BEFORE OCTOBER 15TH.
LIMITS OF DISTURBANCE - LOD WILL BE MOVED AND/OR REPLACED TO REFLECT THE
BOUNDARY OF WINTER WORK. CONTRACTOR WILL MAINTAIN A MINIMUM 25' BUFFER FROM
PERIMETER CONTROLS TO ALLOW FOR SNOW CLEARING AND MAINTENANCE.
SNOW STORAGE ON SITE - CONTRACTOR WILL CREATE A SNOW MANAGEMENT PLAN. PLAN
WILL IDENTIFY LOCATIONS FOR ADEQUATE SNOW STORAGE AND CONTROL SNOW MELT.
SNOW STORAGE WILL BE DOWN GRADIENT OF ALL DISTURBED AREAS AND WILL NOT
PROHIBIT THE FUNCTION OF ALL PERMANENT STORMWATER TREATMENT STRUCTURES.
CONTRACTOR SHALL KEEP ALL DRAINAGE STRUCTURES OPWN AND FREE OF SNOW AND
ICE DAMS.
INSTALL SILT FENCE - SILT FENCE SHALL BE INSTALLED ON THE DOWNHILL SIDE OF THE
WINTER CONSTRUCTION AREAS AND SOIL STOCKPILE AREAS, AS SHOWN ON THE PLAN, BY
OCTOBER 15TH. IF THE GROUND IS UNFROZEN THE SILT FENCE SHALL BE DUG IN AS
NORMAL. IF THE GROUND IS FROZEN CONTACT THE ENGINEER FOR ALTERNATE OPTIONS
(STONE BERM, FILTREXX SILT SOXX, STRAW WATTLES, ETC.).
STABILIZED CONSTRUCTION ENTRANCE - THE SITE CONTRACTOR SHALL BE RESPONSIBLE
FOR MAINTAINING ALL STABILIZED CONSTRUCTION ENTRANCES TO PREVENT SEDIMENT
TRACKING OFF SITE. CONTRACTOR SHALL ENLARGE THE WIDTH OF ACCESS TO PROVIDE
ADDITIONAL ROOM FOR SNOW STOCKPILING, IF NEEDED. ADDITIONAL STONE SHALL BE
ADDED OR THE LENGTH SHALL BE INCREASED, IF ICE AND SNOW LIMITS CONSTRUCTION
ENTRANCE'S ABILITY TO HOLD SEDIMENTS ON SITE.
WINTER STABILIZATION ALL DISTURBED AREAS NOT INVOLVED IN WINTER
CONSTRUCTION SHALL BE AT LEAST TEMPORARILY STABILIZED BY OCTOBER 15. AFTER
OCTOBER 15TH, ALL AREAS DISTURBED DURING WINTER CONSTRUCTION SHALL BE
STABILIZED DAILY TO PREVENT EXPOSURE FROM RAIN EVENTS AND ACCUMULATION OF
SNOWFALL (SEE EXCEPTIONS BELOW). CONTRACTOR SHALL ADD ADDITIONAL STONE, AS
NECESSARY, TO PROVIDE STABILIZATION THROUGH WINTER CONSTRUCTION ON ALL
AREAS WHERE CONSTRUCTION TRAFFIC IS ANTICIPATED.
EXCEPTIONS:
·HYDROSEEDING AFTER OCTOBER 15TH AND BEFORE APRIL 15TH MUST BE STABILIZED
WITH STRAW MULCH OR EROSION CONTROL MATTING.*
·SNOW AND/OR ICE MUST BE REMOVED TO, AT MOST, ONE INCH PRIOR TO APPLYING
MULCH OR EROSION CONTROL STABILIZATION MATTING.
·IF NO PRECIPITATION, WITHIN 24 HOURS, IS FORECASTED AND WORK WILL RESUME IN
THE SAME DISTURBED AREA WITHIN 24 HOURS, DAILY STABILIZATION IS NOT
NECESSARY.
·DISTURBED AREAS THAT COLLECT AND RETAIN RUNOFF, SUCH AS OPEN UTILITY
TRENCHES, REQUIRE STABILIZATION AT THE END OF EACH WORK WEEK.
MAINTENANCE - ALL DISTURBED AREAS SHALL BE MONITORED BY THE CONTRACTOR AND
THE ON-SITE PLAN COORDINATOR IN ACCORDANCE WITH THE INSPECTION REQUIREMENT
OUTLINED IN THE INDIVIDUAL CONSTRUCTION STORMWATER PERMIT. THE CONTRACTOR
AND ON-SITE PLAN COORDINATOR SHALL EVALUATE THE SITE AFTER A THAW OR
RAINSTORM. THE CONTRACTOR OR ON-SITE PLAN COORDINATOR SHALL NOTIFY THE
ENGINEER IF ANY EROSION CONTROL MEASURES APPEAR TO BE INADEQUATE. THE
CONTRACTOR OR ON-SITE PLAN COORDINATOR SHALL IMMEDIATELY (WITHIN THE SAME
BUSINESS DAY) IMPLEMENT ANY FURTHER EROSION CONTROL MEASURES SPECIFIED BY
THE ENGINEER. THE CONTRACTOR OR ON-SITE PLAN COORDINATOR SHALL ADD MULCH,
AS NECESSARY, THROUGHOUT THE WINTER AFTER THAWS OR RAINSTORMS. THE MULCH
DEPTH SHALL BE BROUGHT UP TO 2". THE MULCH AND SILT FENCE SHALL BE MAINTAINED
UNTIL A PERMANENT GROUND COVER (70% STABILIZATION) IS ESTABLISHED IN THE
SPRING. THE SITE SHALL BE REMULCHED AND RESEEDED, IN THE SPRING, AS REQUIRED
TO ESTABLISH A VIGOROUS PERMANENT GROUND COVER.
INSPECTION - THE ON-SITE COORDINATOR SHALL BE RESPONSIBLE FOR, AT A MINIMUM,
DAILY WRITTEN INSPECTIONS WHILE THE SITE IS DISTURBED OR WEEKLY IF EVERYTHING
IS STABILIZED BUT CONSTRUCTION IS ON-GOING. IF, DURING WINTER CONSTRUCTION,
EARTH DISTURBANCE ACTIVITIES TEMPORARILY CEASE AND THE SITE HAS BEEN FULLY
STABILIZED, INSPECTION AND MONITORING REQUIREMENTS FOR THE ON-SITE
COORDINATOR MAY BE REDUCED TO ONCE PER MONTH MINIMUM. ALL INSPECTION
SHEETS SHALL BE KEPT ON SITE AND BE AVAILABLE UPON REQUEST.
(FOR ANY EARTH WORK PERFORMED BETWEEN OCTOBER 15TH AND APRIL 15TH)
WINTER EROSION CONTROL PROCEEDURES
MINIMUM 18" OF BIORETENTION
SOIL LAYER, OR TO SURFACE
SHOWN ON PLANS. SEE DETAIL
FOR SOIL SPECIFICATIONS.
WIDTH VARIES TO FIT
WITHIN SITE CONSTRAINTS
DRY SWALE/BASIN WITH UNDERDRAIN
N.T.S.
4" PERFORATED PVC PIPE. DAYLIGHT PIPE DOWN
SLOPE, PIPE SHALL BE SOLID AFTER LEAVING
SWALE/BASIN. INSTALL CAP AT THE END OF PIPE,
DRILL 1" HOLE INTO END CAP. PROVIDE STONE
STROMWATER OUTFALL TO LIMIT PIPE GETTING
CLOGGED BY DEBRIS OR VEGETATION.
12"
12" OF STONE UNDER PIPE
FOR ADDITIONAL CAPACITY
BOTTOM OF STONE MUST BE 2' OR
GREATER ABOVE THE SHGWT, IF
CONTRIBUTING IMPERVIOUS IS
GREATER THAN 50%. IF LESS THAN 50%
SEPARATION CAN BE REDUCED TO 1'.
ELEVATION OF OBSERVED SEASONAL
HIGH GROUNDWATER TABLE (SHGWT)
VARIES
8"
2:
1
M
A
X
.
1
2
CPV LEVEL
WQV LEVEL
3/4" WASHED CRUSHED STONE
OR BANK RUN GRAVEL
SURROUND STONE IN FILTER FABRIC TO
MINIMIZE FINES FROM FILLING IN STONE.
OVERLAP FABRIC BY A MINIMUM OF 12"
PROVIDE BROAD CRESTED WEIR OVERFLOW FOR
LARGER STORM. SEE NOTES AND DETAILS FOR
SPECIFICATIONS AND ELEVATIONS.
BOTH THE WATER QUALITY STORM AND
CHANNEL PROTECTION STORM WILL
REMAIN WITHIN THE SWALE/BASIN
WITHOUT USE OF THE OVERFLOW BROAD
CRESTED WEIR.
INFILL SPILLWAY WITH CRUSHED
GRAVEL (704.05A, COARSE). SEE
SITE PLAN FOR LOCATION.
TOTAL WIDTH = 13'
2 1 1 2
6"
6"6"18"CHANNEL WIDTH = 10'
INVERT ELEVATION OF WETLAND SPILLWAY, SEE
PLANS FOR POND SPECIFIC ELEVATIONS.
CHANNEL SHALL BE FLAT AND 5.5' WIDE.
PROVIDE 4" MIN.
TOPSOIL AND ESTABLISH
DENSE GRASS ALONG
THE REMAINING RIM OF
THE GRAVEL WETLAND.
INSTALL MIRAFI 140N
FILTER FABRIC (OR
EQUAL) UNDER AND TO
THE SIDES OF STONE.
EMERGENCY SPILLWAY CROSS SECTION
DETAIL FOR DRY SWALE/BASIN
N.T.S.
EXTEND STONE DOWN BOTH SIDE SLOPES, 4'
BEYOND THE LEVEL SPILLWAY ON THE OUTFALL
SIDE AND 2' INTO THE GRAVEL WETLAND.
INFILL WEIR WITH CRUSHED
GRAVEL (704.05A, COARSE). SEE
SITE PLAN FOR LOCATION.
2 1 1 2
6"
6"6"18"WEIR CHANNEL WIDTH = 10'
PROVIDE 4" MIN.
TOPSOIL AND
ESTABLISH DENSE
GRASS ALONG THE
REMAINING RIM OF
THE FOREBAY.
INSTALL MIRAFI 140N
FILTER FABRIC (OR
EQUAL) UNDER AND TO
THE SIDES OF STONE.
STONE WEIR CROSS SECTION DETAIL FOR
TRANSITION FROM FOREBAY TO WETLAND
N.T.S.
EXTEND STONE DOWN BOTH SIDE
SLOPES, TO THE BOTTOM OF BOTH THE
GRAVEL WETLAND AND FOREBAY.
TOTAL WIDTH =13'
INVERT ELEVATION OF WEIR, SEE PLANS FOR
POND SPECIFIC ELEVATIONS. WEIR CHANNEL
SHALL BE FLAT AND 4' WIDE.
ADDITIONAL SOILS RESTORATION
SEED SWALE/BASIN WITH A A
WETLAND SEED MIX, OR
APPROVED EQUAL .
PARAMETER VALUE
BIORETENSION PLANTING
SOIL CHARACTERISTICS
PH RANGE 5.2 to 7.00
ORGANIC MATTER
MAGNESIUM
PHOSPHORUS (P2O5 )
Potassium (K2O)
SOLUBLE SALTS
FINES (CLAYS/SILTS)
SAND 50% - 70%
LESS THAN 10%
500 PPM
85 LBS./ACRE MIN.
75 LBS./ACRE MIN.
35 LBS./ACRE MIN.
10% - 20%
6' LONG
1'
4"6' WIDE AT END OF OUTFALLMIRAFI 500X
FABRIC UNDER
AND TO SIDES
OF STONE
STORM WATER FLOW
FROM DRY SWALE/BASIN
PLAN
4" STORMWATER OUTFALL FROM
DRY SWALE/BASIN. SEE NOTES
ABOVE REGARDING END CAP.
6" MIN.
6" MIN.
PROVIDE LIP LEVEL SPREADER
AT END OF OUTFALL.
CROSS SECTION
OUTFALL DETAIL FOR
4" PIPE FROM DRY
SWALE/BASIN
N.T.S.
PROVIDE SOLID CAP AT THE
END OF PIPE, DRILL 1" HOLE
(ORIFICE) INTO CAP.HAVE PIPE SIT A MINIMUM OF 3"
ABOVE STONE OUTFALL TO MINIMIZE
CLOGGING OF ORIFICE FROM
DEBRIS AND VEGETATION
12" DEPTH OF STONE PER VT. SPEC.
706.01. OR APPROVED EQUAL.
MULTI-PURPOSE
PLAY ROOM
111
STOR.
110
RR
106
RR
107
HALL
105
K'ETTE/STAFF
112
INFANT 1
102
INFANT 2
104
NAP ROOM
103
MUDROOM
101
TODDLER 1
117
TODDLER 2
114
STOR.
115
RR
116
VEST.
100
W/D
118
MOTHER'S ROOM
108
MECH/ELEC
113
COVERED
ENTRY PORCH
COVERED
ENTRY PORCHOwnership of Instruments of ServiceAll reports, drawings, specifications, computer files, field data, notes and other documents and instruments prepared by the Consultant as instruments of service shall remain the property of the Consultant. The Consultant shall retain all common law, statutory and other reserved rights, including the copyright thereto.1/27/2022 12:36:43 PMC:\Users\kdesroches\Documents\2021046_THE HOMESTEAD_R21_ARCH_KDesRoches.rvt1/27/2022 12:36:43 PM
THE HOMESTEAD INFANT & TODDLER SCHOOL2021046 | Printed:FIRST FLOOR PLAN
SHELBURNE RD, SOUTH BURLINGTON, VT
SD-0 1/4" = 1'-0"
1 FIRST FLOOR PLAN (PRESENTATION)
E111C
D D A
FIRST FLOOR
100' -0"
D
C2
D
FIRST FLOOR
100' -0"
SNOW GUARDS
E117 E114 E111A
WOOD COLUMN
B1B2B2
E E WOOD COLUMN
FIRST FLOOR
100' -0"12'-0"E100
C1 C1PRINCIPLE BUILDING HEIGHT21'-0"Ownership of Instruments of ServiceAll reports, drawings, specifications, computer files, field data, notes and other documents and instruments prepared by the Consultant as instruments of service shall remain the property of the Consultant. The Consultant shall retain all common law, statutory and other reserved rights, including the copyright thereto.1/27/2022 12:35:46 PMC:\Users\kdesroches\Documents\2021046_THE HOMESTEAD_R21_ARCH_KDesRoches.rvt1/27/2022 12:35:46 PM
THE HOMESTEAD INFANT & TODDLER SCHOOL2021046 | Printed:EXTERIOR ELEVATIONS & MATERIALS
SHELBURNE RD, SOUTH BURLINGTON, VT
SD-2 3/16" = 1'-0"
1 EAST ELEVATION (FRONT)
SD-2 3/16" = 1'-0"
2 NORTH ELEVATION (SIDE)
SD-2 3/16" = 1'-0"
3 SOUTH ELEVATION (SIDE)
SD-2 3/16" = 1'-0"
4 WEST ELEVATION (REAR)
OPTION 1: STANDING SEAM METAL ROOF
EXTERIOR MATERIALS
COMPOSITE SHAKE SIDING COMPOSITE CLAPBOARD SIDING
WOOD T&G CEILINGS @ ENTRY
PORCHES
WOOD COLUMNS @ ENTRY
PORCHES
OPTION 2: ARCHITECTURAL ASPHALT
SHINGLES
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
C-0.00
EXISTING
CONDITIONS
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446 www.krebsandlansing.com
STANDARD GRAPHIC SCALE (1" = 20')
VALID WHEN PLOTTED ON 24" BY 36" MEDIA
0'
0"1"2"3"
10'20'40'60'
STAMP:
CALCULATIONS:
EXISTING CONDITIONS:
·BUILDING COVERAGE: ±3,450 S.F. (0.08 ACRES) (11.3%)
·OVERALL IMPERVIOUS: ±10,550 S.F. (0.24 ACRES) (33.8%)
·FRONT YARD COVERAGE: ±2,450 S.F. (FRONT YARD AREA = 2,985 S.F.) (82.1%)
·±12 PARKING SPOTS
LOCATION MAP
SCALE: 1" = 1
2 MILE
1.ASPECTS OF PLAN ARE APPROXIMATE AND DERIVED
FROM VERMONT USGS, GIS FIGURES, AND AERIAL
PHOTOGRAPHY. AERIAL PHOTOGRAPHY DATED
APRIL 2018. ASPECTS FROM 1475 SHELBURNE ROAD
ARE DERIVED FROM PERMIT PLANS AND HAVE NOT
BEEN FIELD VERIFIED.
2.THE HORIZONTAL COORDINATE SYSTEM IS BASED ON
NAD83 VERMONT STATE PLANE 4400 (US SURVEY
FEET). ELEVATIONS ARE BASED ON THE NAVD88 (US
SURVEY FEET).
3.THE UTILITIES ARE NOT WARRANTED TO BE
COMPLETE. CONTRACTOR SHALL CONTACT DIG SAFE
BEFORE BEGINNING ANY EXCAVATION.
4.THIS IS IN NO WAY A BOUNDARY SURVEY. PROPERTY
LINES SHOWN ON THIS PLAN ARE FROM TAX MAP
INFORMATION PROVIDED BY THE CITY. PROPERTY
LINES HAVE BEEN ADJUSTED BASE ON
MONUMENTATION FOUND IN THE FIELD AND
EVIDENCE IN AERIAL PHOTOGRAPHY.
THE
HOMESTEAD
SCHOOL
1459 Shelburne Road (VT Route 7)
South Burlington, Vermont
OWNER:
ANTHONY SOCINSKI TRUST
533 TANNER ROAD
JEFFERSONVILLE, VERMONT 05464
APPROXIMATE PROPERTY LINES
EXISTING GRADE CONTOUR
LINES (5 FOOT INTERVALS)
EXISTING TREELINE
EXISTING GRADE CONTOUR
LINES (1 FOOT INTERVALS)
PLAN NOTES:LEGEND
IRON PIPE / CONCRETE
MONUNMENT FOUND
PROPERTY INFORMATION:
ADDRESS: 1459 SHELBURNE ROAD
PARCEL ID: 1540-01459
SPAN: 600-188-15810
GRANDLIST ACREAGE: 0.71 ACRES
ZONING: COMMERCIAL 2 (C2)
FRONT YARD BUILDING SETBACK: 30'
BACK YARD BUILDING SETBACK: 30'
SIDE YARD BUILDING SETBACK: 10'
MAXIMUM BUILDING COVERAGE:40%
MAXIMUM TOTAL LOT COVERAGE: 70%
EXISTING SEWER
LINE/MANHOLE
EXISTING STORM
LINE/MANHOLE/BASIN
EXISTING OVERHEAD
ELECTRIC LINE/POWER POLE
EXISTING UNDERGROUND POWER
EXISTING WATER
LINE/HYDRANT/VALVE/SHUTOFF
SURVEY CONTROL POINT
EXISTING SIGN
APPROXIMATE EASEMENTS
EXISTING GAS LINE/VALVE
SITE
LAT: N44° 25' 53.8"
LONG: W73° 12' 42.1"
APPLICANT:
REPERIO PROPERTIES, LLC
P.O. BOX 1133
WILLISTON, VERMONT 05495
1
THE
HOMESTEAD
SCHOOL
1459 Shelburne Road (VT Route 7)
South Burlington, Vermont
OWNER:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
C-1.00
PROPOSED
INFANT CARE FACILITY
SITE PLAN
ANTHONY SOCINSKI TRUST
533 TANNER ROAD
JEFFERSONVILLE, VERMONT 05464
APPROXIMATE PROPERTY LINES
EXISTING GRADE CONTOUR
LINES (5 FOOT INTERVALS)
EXISTING TREELINE
EXISTING GRADE CONTOUR
LINES (1 FOOT INTERVALS)
LEGEND
IRON PIPE / CONCRETE
MONUNMENT FOUND
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446 www.krebsandlansing.com
PROPERTY INFORMATION:
ADDRESS: 1459 SHELBURNE ROAD
PARCEL ID: 1540-01459
SPAN: 600-188-15810
GRANDLIST ACREAGE: 0.71 ACRES
ZONING: COMMERCIAL 2 (C2)
FRONT YARD BUILDING SETBACK: 30'
BACK YARD BUILDING SETBACK: 30'
SIDE YARD BUILDING SETBACK: 10'
MAXIMUM BUILDING COVERAGE:40%
MAXIMUM TOTAL LOT COVERAGE: 70%
EXISTING SEWER
LINE/MANHOLE
EXISTING STORM
LINE/MANHOLE/BASIN
EXISTING OVERHEAD
ELECTRIC LINE/POWER POLE
EXISTING UNDERGROUND POWER
EXISTING WATER
LINE/HYDRANT/VALVE/SHUTOFF
SURVEY CONTROL POINT
EXISTING SIGN
PROPOSED GRADE CONTOUR
LINES (5 FOOT INTERVALS)
PROPOSED GRADE CONTOUR
LINES (1 FOOT INTERVALS)
PROPOSED GAS LINE/VALVE
PROPOSED SEWER
LINE/MANHOLE
PROPOSED
UNDERGROUND POWER
PROPOSED WATER
LINE/HYDRANT/VALVE/SHUTOFF
STANDARD GRAPHIC SCALE (1" = 20')
VALID WHEN PLOTTED ON 24" BY 36" MEDIA
0'
0"1"2"3"
10'20'40'60'
STAMP:
APPROXIMATE EASEMENTS
PROPOSED FORCE MAIN
PROPOSED UNDERGROUND
COMMUNICATIONS
EXISTING GAS LINE/VALVE
APPLICANT:
REPERIO PROPERTIES, LLC
P.O. BOX 1133
WILLISTON, VERMONT 05495
CALCULATIONS:
EXISTING CONDITIONS:
·BUILDING COVERAGE: ±3,450 S.F. (0.08 ACRES) (11.3%)
·OVERALL IMPERVIOUS: ±10,550 S.F. (0.24 ACRES) (33.8%)
·FRONT YARD COVERAGE: ±2,450 S.F. (FRONT YARD AREA = 2,985 S.F.) (82.1%)
·±12 PARKING SPOTS
PROPOSED CONDITIONS:
·BUILDING COVERAGE: ±4,480 S.F. (0.10 ACRES) (14.5%)
·OVERALL IMPERVIOUS: ±14,300 S.F. (0.33 ACRES) (46.2%)
·FRONT YARD COVERAGE: ±500 S.F. (FRONT YARD AREA = 2,985 S.F.) (16.8%)
·15 PARKING SPOTS
1.ASPECTS OF PLAN ARE APPROXIMATE AND DERIVED
FROM VERMONT USGS, GIS FIGURES, AND AERIAL
PHOTOGRAPHY. AERIAL PHOTOGRAPHY DATED
APRIL 2018. ASPECTS FROM 1475 SHELBURNE ROAD
ARE DERIVED FROM PERMIT PLANS AND HAVE NOT
BEEN FIELD VERIFIED.
2.THE HORIZONTAL COORDINATE SYSTEM IS BASED ON
NAD83 VERMONT STATE PLANE 4400 (US SURVEY
FEET). ELEVATIONS ARE BASED ON THE NAVD88 (US
SURVEY FEET).
3.THE UTILITIES ARE NOT WARRANTED TO BE
COMPLETE. CONTRACTOR SHALL CONTACT DIG SAFE
BEFORE BEGINNING ANY EXCAVATION.
4.THIS IS IN NO WAY A BOUNDARY SURVEY. PROPERTY
LINES SHOWN ON THIS PLAN ARE FROM TAX MAP
INFORMATION PROVIDED BY THE CITY. PROPERTY
LINES HAVE BEEN ADJUSTED BASE ON
MONUMENTATION FOUND IN THE FIELD AND
EVIDENCE IN AERIAL PHOTOGRAPHY.
PLAN NOTES:
EXISTING WATER/WASTEWATER DESIGN FLOW:
·THERE IS NO EXISTING WW PERMIT FOR THE PROPERTY. PROPERTY HOUSES AN
EXISTING BUSINESS DENSMORE MONUMENTS. BELOW ARE ASSUMED FLOWS
BASED ON THE WW SUPPLY RULES.
·5 EMPLOYEES * 15 GPD PER EMPLOYEE = 75 GPD
·10 PATRONS PER DAY * 4 GPD PER PATRON = 40 GPD
·TOTAL = 115 GPD
STATE OF VERMONT PROPOSED WASTEWATER/WATER DESIGN FLOWS:
·PROPOSED USE IS A CHILD CARE FACILITY WHICH DOES NOT SERVE MEALS ON
SITE. TOTAL AMOUNT OF EMPLOYEES AND CHILDREN WHICH WILL USE THE
PROPOSED FACILITY EQUALS 10 EMPLOYEES AND 32 CHILDREN
·42 EMPLOYEES & CHILDREN * 13 GPD PER PERSON WITHOUT MEALS = 546 GPD
BASIS OF DESIGN FOR POTABLE
WATER AND WASTEWATER DESIGN FLOW
ALL VALUES CALCULATED BELOW WERE GENERATED USING VALUES PUBLISHED BY THE
"INSTITUTE OF TRANSPORTATION ENGINEERS (ITE) TRIP GENERATION MANUAL, 10TH
EDITION". VALUES ARE LISTED AS VEHICLE TRIP ENDS (VTE) BASED ON SPECIFIC USES IN
THE MANUEL. MANUEL USE ANALYZED IS DAY CARE CENTER BASED ON STUDENT
POPULATION (MANUAL #565). BELOW IS THE EVALUATION.
STUDENTS FOR TRAFFIC CALCULATIONS:
·TOTAL STUDENTS FOR THE PROPOSED FACILITY ON 1459 SHELBURNE ROAD
·TOTAL OF 32 STUDENTS
ANALYSIS:TRAFFIC VALUES:
·WEEKDAY AVERAGE VTE = 32 STUDENTS * 4.09 VTE/PER STUDENT = 131 VTE
·WEEKDAY AM PEAK HOUR VTE = 32 STUDENTS * 0.79 VTE/PER STUDENT = 26 VTE
·WEEKDAY PM PEAK HOUR VTE = 32 STUDENTS * 0.81 VTE/PER STUDENT = 26 VTE
IN BOTH EVALUATIONS THE EFFECT ON TRAFFIC TO THE PROPOSED CHANGE IN USE HAS
REMAINED RELATIVELY THE SAME OR WITH A SLIGHT DECREASE.
PROJECT TRAFFIC
2
>>>>>>>>>>>>>>>>THE
HOMESTEAD
SCHOOL
1459 Shelburne Road (VT Route 7)
South Burlington, Vermont
OWNER:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
C-1.01
PROPOSED
STORMWATER PLAN
ANTHONY SOCINSKI TRUST
533 TANNER ROAD
JEFFERSONVILLE, VERMONT 05464
APPROXIMATE PROPERTY LINES
EXISTING GRADE CONTOUR
LINES (5 FOOT INTERVALS)
EXISTING TREELINE
EXISTING GRADE CONTOUR
LINES (1 FOOT INTERVALS)
LEGEND
IRON PIPE / CONCRETE
MONUNMENT FOUND
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446 www.krebsandlansing.com
PROPERTY INFORMATION:
ADDRESS: 1459 SHELBURNE ROAD
PARCEL ID: 1540-01459
SPAN: 600-188-15810
GRANDLIST ACREAGE: 0.71 ACRES
ZONING: COMMERCIAL 2 (C2)
FRONT YARD BUILDING SETBACK: 30'
BACK YARD BUILDING SETBACK: 30'
SIDE YARD BUILDING SETBACK: 10'
MAXIMUM BUILDING COVERAGE:40%
MAXIMUM TOTAL LOT COVERAGE: 70%
EXISTING SEWER
LINE/MANHOLE
EXISTING STORM
LINE/MANHOLE/BASIN
EXISTING OVERHEAD
ELECTRIC LINE/POWER POLE
EXISTING UNDERGROUND POWER
EXISTING WATER
LINE/HYDRANT/VALVE/SHUTOFF
SURVEY CONTROL POINT
EXISTING SIGN
PROPOSED GRADE CONTOUR
LINES (5 FOOT INTERVALS)
PROPOSED GRADE CONTOUR
LINES (1 FOOT INTERVALS)
PROPOSED GAS LINE/VALVE
PROPOSED SEWER
LINE/MANHOLE
PROPOSED
UNDERGROUND POWER
PROPOSED WATER
LINE/HYDRANT/VALVE/SHUTOFF
STANDARD GRAPHIC SCALE (1" = 20')
VALID WHEN PLOTTED ON 24" BY 36" MEDIA
0'
0"1"2"3"
10'20'40'60'
STAMP:
APPROXIMATE EASEMENTS
PROPOSED FORCE MAIN
PROPOSED UNDERGROUND
COMMUNICATIONS
EXISTING GAS LINE/VALVE
APPLICANT:
REPERIO PROPERTIES, LLC
P.O. BOX 1133
WILLISTON, VERMONT 05495
1.ASPECTS OF PLAN ARE APPROXIMATE AND DERIVED
FROM VERMONT USGS, GIS FIGURES, AND AERIAL
PHOTOGRAPHY. AERIAL PHOTOGRAPHY DATED
APRIL 2018. ASPECTS FROM 1475 SHELBURNE ROAD
ARE DERIVED FROM PERMIT PLANS AND HAVE NOT
BEEN FIELD VERIFIED.
2.THE HORIZONTAL COORDINATE SYSTEM IS BASED ON
NAD83 VERMONT STATE PLANE 4400 (US SURVEY
FEET). ELEVATIONS ARE BASED ON THE NAVD88 (US
SURVEY FEET).
3.THE UTILITIES ARE NOT WARRANTED TO BE
COMPLETE. CONTRACTOR SHALL CONTACT DIG SAFE
BEFORE BEGINNING ANY EXCAVATION.
4.THIS IS IN NO WAY A BOUNDARY SURVEY. PROPERTY
LINES SHOWN ON THIS PLAN ARE FROM TAX MAP
INFORMATION PROVIDED BY THE CITY. PROPERTY
LINES HAVE BEEN ADJUSTED BASE ON
MONUMENTATION FOUND IN THE FIELD AND
EVIDENCE IN AERIAL PHOTOGRAPHY.
PLAN NOTES:
PRE-DEVELOPMENT PEAK FLOWS (CFS)
ANALYSIS POINT 10-YEAR 24-HOUR
STORM EVENT (QP10)
25-YEAR 24-HOUR
STORM EVENT (QP25)
SN001 1.43 2.38
100-YEAR 24-HOUR
STORM EVENT (QP100)
3.24 3.57
1-YEAR 24-HOUR
STORM EVENT (CPv)
POST-DEVELOPMENT PEAK FLOWS (CFS)
ANALYSIS POINT 1" STORM EVENT
(WQv)
10-YEAR 24-HOUR
STORM EVENT (QP10)
25-YEAR 24-HOUR
STORM EVENT (QP25)
SN001 0.04 0.05 0.42
100-YEAR 24-HOUR
STORM EVENT (QP100)
2.30 3.34
1-YEAR 24-HOUR
STORM EVENT (CPv)
1.SEE ALL NOTES, DETAILS, SPECIFICATIONS, AND
REQUIREMENTS ON DETAIL PAGES C-2.00, C-2.01,
C-2.02, C-2.03, AND C-2.04
ADDITIONAL STORMWATER NOTES
2
THE
HOMESTEAD
SCHOOL
1459 Shelburne Road (VT Route 7)
South Burlington, Vermont
OWNER:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
C-1.02
EROSION PREVENTION AND
SEDIMENT CONTROL PLAN
ANTHONY SOCINSKI TRUST
533 TANNER ROAD
JEFFERSONVILLE, VERMONT 05464
APPROXIMATE PROPERTY LINES
EXISTING GRADE CONTOUR
LINES (5 FOOT INTERVALS)
EXISTING TREELINE
EXISTING GRADE CONTOUR
LINES (1 FOOT INTERVALS)
LEGEND
IRON PIPE / CONCRETE
MONUNMENT FOUND
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446 www.krebsandlansing.com
PROPERTY INFORMATION:
ADDRESS: 1459 SHELBURNE ROAD
PARCEL ID: 1540-01459
SPAN: 600-188-15810
GRANDLIST ACREAGE: 0.71 ACRES
ZONING: COMMERCIAL 2 (C2)
FRONT YARD BUILDING SETBACK: 30'
BACK YARD BUILDING SETBACK: 30'
SIDE YARD BUILDING SETBACK: 10'
MAXIMUM BUILDING COVERAGE:40%
MAXIMUM TOTAL LOT COVERAGE: 70%
EXISTING SEWER
LINE/MANHOLE
EXISTING STORM
LINE/MANHOLE/BASIN
EXISTING OVERHEAD
ELECTRIC LINE/POWER POLE
EXISTING UNDERGROUND POWER
EXISTING WATER
LINE/HYDRANT/VALVE/SHUTOFF
SURVEY CONTROL POINT
EXISTING SIGN
PROPOSED GRADE CONTOUR
LINES (5 FOOT INTERVALS)
PROPOSED GRADE CONTOUR
LINES (1 FOOT INTERVALS)
PROPOSED GAS LINE/VALVE
PROPOSED SEWER
LINE/MANHOLE
PROPOSED
UNDERGROUND POWER
PROPOSED WATER
LINE/HYDRANT/VALVE/SHUTOFF
STANDARD GRAPHIC SCALE (1" = 20')
VALID WHEN PLOTTED ON 24" BY 36" MEDIA
0'
0"1"2"3"
10'20'40'60'
STAMP:
APPROXIMATE EASEMENTS
PROPOSED FORCE MAIN
PROPOSED UNDERGROUND
COMMUNICATIONS
EXISTING GAS LINE/VALVE
APPLICANT:
REPERIO PROPERTIES, LLC
P.O. BOX 1133
WILLISTON, VERMONT 05495
1.ASPECTS OF PLAN ARE APPROXIMATE AND DERIVED
FROM VERMONT USGS, GIS FIGURES, AND AERIAL
PHOTOGRAPHY. AERIAL PHOTOGRAPHY DATED
APRIL 2018. ASPECTS FROM 1475 SHELBURNE ROAD
ARE DERIVED FROM PERMIT PLANS AND HAVE NOT
BEEN FIELD VERIFIED.
2.THE HORIZONTAL COORDINATE SYSTEM IS BASED ON
NAD83 VERMONT STATE PLANE 4400 (US SURVEY
FEET). ELEVATIONS ARE BASED ON THE NAVD88 (US
SURVEY FEET).
3.THE UTILITIES ARE NOT WARRANTED TO BE
COMPLETE. CONTRACTOR SHALL CONTACT DIG SAFE
BEFORE BEGINNING ANY EXCAVATION.
4.THIS IS IN NO WAY A BOUNDARY SURVEY. PROPERTY
LINES SHOWN ON THIS PLAN ARE FROM TAX MAP
INFORMATION PROVIDED BY THE CITY. PROPERTY
LINES HAVE BEEN ADJUSTED BASE ON
MONUMENTATION FOUND IN THE FIELD AND
EVIDENCE IN AERIAL PHOTOGRAPHY.
PLAN NOTES:
1.THE DIFFERENCE BETWEEN EXISTING GRADE AND
PROPOSED GRADE AS SHOWN ON THE PLANS
RESULTS IN THE FOLLOWING CUT/FILL VALUES.
·CUT = ±300 C.Y.
·FILL = ±500 C.Y.
2.THESE VALUES DO NOT INCLUDE THE MATERIAL
NEEDED FOR OR GENERATED FROM ROADWAY
INSTALLATION, STORMWATER BEST MANAGEMENT
PRACTICES, EXCAVATION FOR BUILDING FOOTINGS,
CONCRETE, ASPHALT, ETC. THE NUMBERS ABOVE
ARE A STRAIGHT COMPARISON BETWEEN SURFACES.
3.GRADES WILL BE ADJUSTED THROUGHOUT
CONSTRUCTION TO LIMIT THE NEED FOR OFFSITE
FILL. THE INTENT IT TO HAVE THE SITE BE BALANCED
SITE.
CUT/FILL NOTES
PROPOSED EROSION PREVENTION
AND SEDIMENT CONTROL SILT FENCE
PERIMETER CONTROLS AND
CONSTRUCTION LIMIT BARRIER FENCE
AREAS WHERE WATER DOES NOT FLOW
OFFSITE NEED ONLY CONSTRUCTION
LIMIT BARRIER FENCE
1.SEE ALL NOTES, DETAILS, SPECIFICATIONS, AND
REQUIREMENTS ON DETAIL PAGES C-2.00, C-2.01,
C-2.02, C-2.03, AND C-2.04
ADDITIONAL EPSC NOTES
2
THE
HOMESTEAD
SCHOOL
1459 Shelburne Road (VT Route 7)
South Burlington, Vermont
OWNER:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
C-1.03
PROPOSED
LANDSCAPING PLAN
ANTHONY SOCINSKI TRUST
533 TANNER ROAD
JEFFERSONVILLE, VERMONT 05464
APPROXIMATE PROPERTY LINES
EXISTING GRADE CONTOUR
LINES (5 FOOT INTERVALS)
EXISTING TREELINE
EXISTING GRADE CONTOUR
LINES (1 FOOT INTERVALS)
LEGEND
IRON PIPE / CONCRETE
MONUNMENT FOUND
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446 www.krebsandlansing.com
PROPERTY INFORMATION:
ADDRESS: 1459 SHELBURNE ROAD
PARCEL ID: 1540-01459
SPAN: 600-188-15810
GRANDLIST ACREAGE: 0.71 ACRES
ZONING: COMMERCIAL 2 (C2)
FRONT YARD BUILDING SETBACK: 30'
BACK YARD BUILDING SETBACK: 30'
SIDE YARD BUILDING SETBACK: 10'
MAXIMUM BUILDING COVERAGE:40%
MAXIMUM TOTAL LOT COVERAGE: 70%
EXISTING SEWER
LINE/MANHOLE
EXISTING STORM
LINE/MANHOLE/BASIN
EXISTING OVERHEAD
ELECTRIC LINE/POWER POLE
EXISTING UNDERGROUND POWER
EXISTING WATER
LINE/HYDRANT/VALVE/SHUTOFF
SURVEY CONTROL POINT
EXISTING SIGN
PROPOSED GRADE CONTOUR
LINES (5 FOOT INTERVALS)
PROPOSED GRADE CONTOUR
LINES (1 FOOT INTERVALS)
PROPOSED GAS LINE/VALVE
PROPOSED SEWER
LINE/MANHOLE
PROPOSED
UNDERGROUND POWER
PROPOSED WATER
LINE/HYDRANT/VALVE/SHUTOFF
STANDARD GRAPHIC SCALE (1" = 20')
VALID WHEN PLOTTED ON 24" BY 36" MEDIA
0'
0"1"2"3"
10'20'40'60'
STAMP:
APPROXIMATE EASEMENTS
PROPOSED FORCE MAIN
PROPOSED UNDERGROUND
COMMUNICATIONS
EXISTING GAS LINE/VALVE
APPLICANT:
REPERIO PROPERTIES, LLC
P.O. BOX 1133
WILLISTON, VERMONT 05495
1.ASPECTS OF PLAN ARE APPROXIMATE AND DERIVED FROM VERMONT USGS, GIS
FIGURES, AND AERIAL PHOTOGRAPHY. AERIAL PHOTOGRAPHY DATED APRIL 2018.
ASPECTS FROM 1475 SHELBURNE ROAD ARE DERIVED FROM PERMIT PLANS AND HAVE
NOT BEEN FIELD VERIFIED.
2.THE HORIZONTAL COORDINATE SYSTEM IS BASED ON NAD83 VERMONT STATE PLANE
4400 (US SURVEY FEET). ELEVATIONS ARE BASED ON THE NAVD88 (US SURVEY FEET).
3.THE UTILITIES ARE NOT WARRANTED TO BE COMPLETE. CONTRACTOR SHALL
CONTACT DIG SAFE BEFORE BEGINNING ANY EXCAVATION.
4.THIS IS IN NO WAY A BOUNDARY SURVEY. PROPERTY LINES SHOWN ON THIS PLAN ARE
FROM TAX MAP INFORMATION PROVIDED BY THE CITY. PROPERTY LINES HAVE BEEN
ADJUSTED BASE ON MONUMENTATION FOUND IN THE FIELD AND EVIDENCE IN AERIAL
PHOTOGRAPHY.
PLAN NOTES:
LANDSCAPING SCHEDULE
QUANTITY COMMON NAME PURCHASE SIZE MATURE SIZE APPROX. COST PER PLANT TOTAL COST
2 AUTUMN GOLD GINKO BILOBA 2-3 INCH CALIPER 20' - 30' HIGH $400 PER PLANT $800
2 NEW HORIZON ELM 2-3 INCH CALIPER 30' - 40' HIGH $600 PER PLANT $1,200
2 MARMO FREEMAN MAPLE 2-3 INCH CALIPER 40' - 50' HIGH $600 PER PLANT $1,200
21 HUMMINGBIRD SUMMERSWEET 3 GALLON 3' - 5' DIAMETER $100 PER PLANT $2,100
16 DWARF FRAGRANT SUMAC 1 GALLON 2' - 3' DIAMETER $50 PER PLANT $800
12 SWAMP AZALEA 3 GALLON 3' - 5' DIAMETER $100 PER PLANT $1,200
$7,300
NOTE: REMOVE ALL NON-BIODEGRADABLE
MATERIAL FROM PLANT PIT
TREE
SUPPORT
ANCHOR
CUT AND REMOVE ANY
WIRE, ROLL BURLAP BACK
FROM TOP 1/3 OF ROOTBALL
BEFORE BACKFILLING;
UNTIE ROPE FROM TRUNK
EXISTING
SUBGRADE
6" COMPACTED
PLANTING MIXTURE
FINISH
GRADE
PLANTING
MIXTURE
TEMPORARY
LANDSCAPE
SOIL SAUCER
REINFORCED
RUBBER HOSE
TREE TO BE
SET PLUMB
SHREDDED BARK
MULCH, 3" MIN. DEPTH
TRUNK
TRANSITION
GUYING MATERIAL (GUYING
WIRE, 3 PER TREE)
CROWN TO BE PRUNED AS
DIRECTED BY ARCHITECT -
DO NOT CUT LEADER
SMALL SHRUBS SHALL BE
INSTALLED USING SIMILAR
SUBBASE MATERIAL, MAY
NOT NEED TREE SUPPORT.
TREE PLANTING IN LANDSCAPE DETAIL
N.T.S.
H
NOTE: COSTS OF LANDSCAPING PLANS ABOVE
ARE APPROXIMATE AND MAY VARY AT TIME OF
CONSTRUCTION. INSTALLATION COSTS,
ADDITIONAL DECORATIVE MULCHING, PROVIDING
GRASSED AREA, FLOWERS, AND HARDSCAPE
AROUND THE SITE WILL INCREASE THE TOTAL
LANDSCAPING COSTS TO $20,000 REQUIRED BY
THE CITY OF SOUTH BURLINGTON
2
THE
HOMESTEAD
SCHOOL
1459 Shelburne Road (VT Route 7)
South Burlington, Vermont
OWNER:
ISSUED FOR PERMIT REVIEW
NOT FOR CONSTRUCTION
C-2.04
DETAILS
ANTHONY SOCINSKI TRUST
533 TANNER ROAD
JEFFERSONVILLE, VERMONT 05464
164 Main Street, Suite 201 P: (802) 878-0375
Colchester, Vermont 05446 www.krebsandlansing.com
PROPERTY INFORMATION:
ADDRESS: 1459 SHELBURNE ROAD
PARCEL ID: 1540-01459
SPAN: 600-188-15810
GRANDLIST ACREAGE: 0.71 ACRES
ZONING: COMMERCIAL 2 (C2)
FRONT YARD BUILDING SETBACK: 30'
BACK YARD BUILDING SETBACK: 30'
SIDE YARD BUILDING SETBACK: 10'
MAXIMUM BUILDING COVERAGE:40%
MAXIMUM TOTAL LOT COVERAGE: 70%
STAMP:
APPLICANT:
REPERIO PROPERTIES, LLC
P.O. BOX 1133
WILLISTON, VERMONT 05495
3:1 MAX.
2:
1
1
2
3
11'-6" MIN.FLOW FROM
SURFACES TO BE
TREATED
BERM BETWEEN FOREBAY AND
TREATMENT PRACTICE. PROVIDE
LOW SPOT APPROXIMATELY 3"
LOWER THAN BERM FOR
APPROXIMATELY 5' IN WIDTH.
BASE OF SEDIMENT FOREBAY WILL BE
TOPSOILED, SEEDED AND MULCHED.
MAINTAIN AS GRASS.
SEDIMENT FOREBAY DETAIL
N.T.S.
SEE TREATMENT
BEST MANAGEMENT
PRACTICE DETAIL
TREATMENT
BMP
SEDIMENT FOREBAY IS DESIGNED TO CONTAIN A
MINIMUM OF 10% WQv, SEE PLANS FOR EXACT
DIMENSIONS AND GRADING DETAILS.
INSTALL FIXED
VERTICAL
SEDIMENT
DEPTH MARKER
TO MEASURE
DEPOSITED
SEDIMENT
1.APPLY SEED AND MULCH. APPLY UNIFORMLY OVER AREA.
2.CROSS-SECTION SHALL BE EXCAVATED TO NEAT LINES AND GRADES. OVER-EXCAVATED AREAS SHALL
BE BACKFILLED WITH MOIST SOIL COMPACTED TO DENSITY OF SURROUNDING MATERIAL.
3.ALL EARTH REMOVED AND NOT NEEDED IN CONSTRUCTION SHALL BE SPREAD OR DISPOSED OF IN
APPROVED UPLAND AREA (PER OSPC) SUCH THAT IT DOES NOT INTERFERE WITH FUNCTIONING OF
SWALE. ALL EXCAVATED SOIL SHALL REMAIN ON SITE.
NOTES
SOIL RETENTION: RETAIN, IN AN UNDISTURBED STATE, THE DUFF LAYER AND NATIVE TOPSOIL TO THE MAXIMUM EXTENT
PRACTICABLE.
SOIL QUALITY: ALL AREAS SUBJECT TO THE STANDARD SHALL DEMONSTRATE THE FOLLOWING:
A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 4% DRY WEIGHT IN PLANTING BEDS AND TURF AREAS. THE
TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF 4 INCHES, EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF INCORPORATION OF
AMENDMENTS NEEDED TO MEET THE CRITERIA.
COMPOST AND OTHER MATERIALS SHALL BE USED THAT MEET THE FOLLOWING REQUIREMENTS:
·THE COMPOST OR OTHER MATERIALS SHALL HAVE A CARBON TO NITROGEN RATIO BELOW 25:1.
·COMPOST SHALL MEET THE DEFINITION OF “COMPOST” IN THE AGENCY'S SOLID WASTE MANAGEMENT RULES OR SHALL MEET
THE CONTAMINANT STANDARDS IN THE VERMONT SOLID WASTE MANAGEMENT RULES §6-1104(G)(6- 7), §6-1105(E)(8-9), AND
§6-1106(E)(7-9). COMPOST OR OTHER ORGANIC MATERIALS MAY BE AMENDED TO MEET THE FOREGOING REQUIREMENTS.
·EXCEPTIONAL QUALITY BIOSOLIDS (EQ BIOSOLIDS) MAY BE USED AS A SOIL AMENDMENT, AT A MAXIMUM PROPORTION OF 35% OF
THE TOTAL SOIL VOLUME, AND SHALL BE WELL MIXED WITH EXISTING SOIL BEFORE OR DURING APPLICATION.
·THE RESULTING SOIL SHALL BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED.
THE SOIL QUALITY REQUIREMENTS SHALL BE MET BY USING ONE OR A COMBINATION OF THE FOLLOWING METHODS:
·OPTION 1: LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL, AND PROTECT FROM COMPACTION DURING CONSTRUCTION.
FAILURE TO ESTABLISH AND MAINTAIN EXCLUSIONARY CONTROLS AROUND THESE AREAS DURING THE CONSTRUCTION PHASE
MAY TRIGGER THE REQUIREMENT TO RESTORE SOILS PER ONE OF THE FOLLOWING OPTIONS.
·OPTION 2: AMEND EXISTING SITE TOPSOIL OR SUBSOIL IN PLACE.
a.SCARIFY OR TILL SUBSOILS TO 4 INCHES OF DEPTH OR TO DEPTH NEEDED TO ACHIEVE A TOTAL DEPTH OF 8 INCHES OF
UNCOMPACTED SOIL AFTER CALCULATED AMOUNT OF AMENDMENT IS ADDED. EXCEPT FOR WITHIN THE DRIP LINE OF
EXISTING TREES, THE ENTIRE SURFACE SHALL BE DISTURBED BY SCARIFICATION;
b.AMEND SOIL TO MEET ORGANIC CONTENT REQUIREMENTS:
1.PRE-APPROVED RATE: PLACE 1 INCH OF COMPOSTED MATERIAL WITH AN ORGANIC MATTER CONTENT BETWEEN 40
AND 65% AND ROTOTILL INTO 3 INCHES OF SOIL, OR
2.CALCULATED RATE: PLACE CALCULATED AMOUNT OF COMPOSTED MATERIAL OR APPROVED ORGANIC MATERIAL AND
ROTOTILL INTO DEPTH OF SOIL NEEDED TO ACHIEVE 4 INCHES OF SETTLED SOIL AT 4% ORGANIC CONTENT.
*CONTRACTOR TO PROVIDE CALCULATION AND SITE SKETCH INDICATING AREAS USED FOR CALCULATIONS.
c.RAKE BEDS TO SMOOTH AND REMOVE SURFACE ROCKS LARGER THAN 2 INCHES IN DIAMETER; AND
d.WATER OR ROLL TO COMPACT SOIL IN TURF AREAS TO 85% OF MAXIMUM DRY DENSITY.
·OPTION 3: REMOVE AND STOCKPILE EXISTING TOPSOIL DURING GRADING.
a.STOCKPILE SOIL ON SITE IN A DESIGNATED CONTROLLED AREA, AT LEAST 50 FEET FROM SURFACE WATERS, WETLANDS,
FLOODPLAINS, OR OTHER CRITICAL RESOURCE AREAS;
b.SCARIFY OR TILL SUBGRADE TO A DEPTH OF 4 INCHES. EXCEPT FOR WITHIN THE DRIP LINE OF EXISTING TREES, THE
ENTIRE SURFACE SHALL BE DISTURBED BY SCARIFICATION;
c.STOCKPILED TOPSOIL SHALL ALSO BE AMENDED, IF NEEDED, TO MEET THE ORGANIC CONTENT REQUIREMENTS:
1.PRE-APPROVED RATE: COMPOST SHALL BE INCORPORATED WITH AN ORGANIC MATTER CONTENT BETWEEN 40 AND
65% INTO THE TOPSOIL AT A RATIO 1:3, OR
2.CALCULATED RATE: INCORPORATE COMPOSTED MATERIAL OR APPROVED ORGANIC MATERIAL AT A CALCULATED
RATE TO ACHIEVE 4 INCHES OF SETTLED SOIL AT 4% ORGANIC CONTENT;*
d.REPLACE STOCKPILED TOPSOIL PRIOR TO PLANTING, SCREEN TOPSOIL, AND;
e.RAKE TO LEVEL, AND REMOVE SURFACE ROCKS LARGER THAN 2 INCHES IN DIAMETER.
f.OPTION 4: IMPORT TOPSOIL MIX, OR OTHER MATERIALS FOR MIXING, INCLUDING COMPOST, OF SUFFICIENT ORGANIC
CONTENT AND DEPTH.
g.SCARIFY OR TILL SUBGRADE TO A DEPTH OF 4 INCHES. EXCEPT FOR WITHIN THE DRIP LINE OF EXISTING TREES, THE
ENTIRE SURFACE SHALL BE DISTURBED BY SCARIFICATION;
h.PLACE 4 INCHES OF IMPORTED TOPSOIL MIX ON SURFACE. THE IMPORTED TOPSOIL MIX SHALL CONTAIN 4% ORGANIC
MATTER. SOILS USED IN THE MIX SHALL BE SAND OR SANDY LOAM AS DEFINED BY THE USDA; SHOP DRAWING SUBMITTAL
IS REQUIRED. FIND USDA SIEVE FOR SAND AND SANDY LOAM.
i.RAKE BEDS TO SMOOTH AND REMOVE SURFACE ROCKS LARGER THAN 2 INCHES IN DIAMETER;
j.WATER OR ROLL TO COMPACT SOIL IN TURF AREAS TO 85% OF MAXIMUM DRY DENSITY.
SOIL MANAGEMENT
·IDENTIFIES AREAS ON THE SITE SUBJECT TO THE STANDARD;
·SOIL DEPTH AND QUALITY SHALL BE ESTABLISHED TOWARDS THE END OF CONSTRUCTION AND ONCE ESTABLISHED, PROTECTED
FROM COMPACTION, SUCH AS FROM LARGE MACHINERY, VEHICLE TRAFFIC, AND FROM EROSION;
·AFTER SOIL AMENDMENTS AND PLACEMENT IS COMPLETE, AND PRIOR TO SEEDING AND MULCHING, CONTRACTOR SHALL
PERFORM VERIFICATION SAMPLING IN LOCATIONS INDICATED ON SAMPLING PLAN. VERIFICATION SAMPLING SHALL INCLUDE NINE,
8 INCH DEEP (MIN) TEST HOLES PER ACRE OF AREA SUBJECT TO THE STANDARD. TEST HOLES SHALL BE EXCAVATED USING ONLY
A SHOVEL DRIVEN SOLELY BY INSPECTOR'S WEIGHT AND SHALL BE AT LEAST 50 FEET APART FROM EACH OTHER.
·A DENSE AND VIGOROUS VEGETATIVE COVER SHALL BE ESTABLISHED OVER TURF AREAS.
POST-CONSTRUCTION SOIL DEPTH AND QUALITY NOTES
A.GRASS-LINED SWALE: LOCATED ALONG ALL DRIVEWAYS.
1.INSPECT REGULARLY FOR ACCUMULATION OF
SEDIMENT OR DEBRIS, PARTICULARLY AFTER LARGE
STORM EVENTS.
2.INSPECT AND REPAIR ANY EROSION AND RE-SEED
BARE SPOTS AS NEEDED.
3.REMOVE SEDIMENT AND RESHAPE SWALE WHEN 6
INCHES OF SEDIMENT HAS ACCUMULATED.
B.FOREBAY PRE-TREATMENT AREAS:
1.MONITOR FOR ACCUMULATION OF SEDIMENT. CLEAN
WHEN 50% FULL OR AS NEEDED.
2.INSPECT AND REPAIR ANY NOTED EROSION.
C.BIORETENTION SWALE/ BASIN WITH UNDERDRAIN
1.INSPECT FOR EROSION AND ACCUMULATED SEDIMENT
WITHIN POND. REMOVE SEDIMENT AND REPAIR ANY
EROSION AS NECESSARY.
2.REMOVE ALL TRASH FROM THE BASIN.
3.INSPECT UNDERDRAIN OUTFALL AND ORIFICE CAP,
REMOVE ANY OBSTRUCTIONS STOPPING FLOW FROM
CAP, KEEP AREA FREE OF DEBRIS/VEGETATION
D.BROAD CRESTED WEIRS: LOCATED IN PONDS AND
FOREBAYS FOR OVERFLOWS.
1.INSPECT REGULARLY FOR SIGNS OF EROSION OR
DISPLACEMENT OF STONE. REPAIR AS NEEDED.
2.INSPECT FOR DEBRIS/TRASH ACCUMULATION AND
REMOVE AS NEEDED.
3.MONITOR FOR EVIDENCE OF CONCENTRATED FLOW
CHANNELS OR EROSION AT OUTLET. LEVEL STONE IF
NEEDED TO RESTORE EVEN FLOW DISTRIBUTION.
STORMWATER MAINTANCE NOTES
1.SOIL DEPTH AND QUALITY SHALL BE ESTABLISHED
TOWARDS THE END OF CONSTRUCTION, AND ONCE
ESTABLISHED, BE PROTECTED FROM COMPACTION.
2.THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF
THE POST CONSTRUCTION SOIL DEPTH AND QUALITY.
3.VERIFICATION SHALL BE VIA A SAMPLING SCHEME THAT
INCLUDES NINE 8" DEEP TEST HOLES PER ACRE OF AREA
SUBJECT TO THE STANDARD.
4.TEST HOLES SHALL BE EXCAVATED USING ONLY A SHOVEL
DRIVEN SOLELY BY THE INSPECTOR'S WEIGHT AND SHALL
BE AT LEAST 50 FEET APART FROM EACH OTHER.
5.ALL DISTURBED AREAS WITHIN THE PROJECT LIMITS (LOD)
ARE SUBJECT TO THE POST-CONSTRUCTION SOIL DEPTH
AND QUALITY STANDARD
6.THERE IS NO PROPOSED EXCAVATION OR RE-GRADING
ANTICIPATED WITHIN THE SOLAR ARRAY BEYOND WHAT IS
NECESSARY FOR SETTING POSTS AND INSTALLING
CONDUIT. IT IS ANTICIPATED THAT SOME GROUND
DISTURBANCE WILL OCCUR WITHIN THE ARRAY FROM
FREQUENT TRACKING OF EQUIPMENT. THE CONTRACTOR
AND ENGINEER SHALL EVALUATE GROUND DISTURBANCE
WITHIN THE SOLAR ARRAY AND EITHER:
··CONFIRM THAT SOILS HAVE NOT BEEN EXCESSIVELY
COMPACTED VIA TEST PITS AND PHOTO
DOCUMENTATION.
··IMPLEMENT THE MEASURES OUTLINED IN THE "POST
CONSTRUCTION SOIL DEPTH & QUALITY STANDARD" IF
EXCESSIVE COMPACTION HAS OCCURRED.
2:12:
1 VARIES SEE PLANS
VARIES SEE
PLANS1
4 2
1
GRASS SWALE DETAIL
1.TYPICAL GRASS SWALE CROSS SECTION. SEE PLAN VIEW FOR LOCATIONS.
2.MAXIMUM SIDE SLOPES INTO SWALE SHALL BE 2:1.
3.DURING CONSTRUCTION TEMPORARILY SEEDED AND HEAVILY MULCHED. POST CONSTRUCTION CONTRACTOR SHALL RE-GRADE
ANY EROSION, REMOVE BUILD UP SEDIMENTS, PERMANENT SEED AND HEAVILY RE-MULCH.
4.CROSS-SECTION SHALL BE EXCAVATED TO NEAT LINES AND GRADES. OVER-EXCAVATED AREAS SHALL BE BACKFILLED WITH MOIST
SOIL COMPACTED TO DENSITY OF SURROUNDING MATERIAL.
5.ALL EARTH REMOVED AND NOT NEEDED IN CONSTRUCTION SHALL BE SPREAD OR DISPOSED OF IN APPROVED UPLAND AREA (PER
OSPC) SUCH THAT IT DOES NOT INTERFERE WITH FUNCTION.
6" LAYER OF ON-SITE SOIL
AND/OR IMPORTED TOPSOIL.
MIRAFI 140N DRAINAGE FABRIC
OVER ROCK SUBGRADE.
NOTES
N.T.S.
WINTER EROSION CONTROL NARRATIVE:
OBJECTIVE - ANY SITE WORK PERFORMED LATER THAN OCTOBER 15TH WILL
RESULT IN EXPOSED SOIL THROUGH THE WINTER. THIS PRESENTS A
POTENTIAL FOR EROSION THROUGH THE WINTER. THE WINTER EROSION
CONTROL MEASURES ARE INTENDED TO PREVENT SEDIMENT FROM LEAVING
THE CONSTRUCTION ZONE DURING THAWS AND RAINSTORMS.
WINTER EROSION CONTROL SEQUENCE:
ON-SITE COORDINATOR - THE ON-SITE COORDINATOR SHALL BE SURE ALL
EROSION CONTROL MEASURES REQUIRED FOR WINTER CONSTRUCTION ARE
INSTALLED BY OCTOBER 15TH AND PRIOR TO GROUND FREEZING. IF A
PERMITTED AREA CAN BE LEFT UNDISTURBED UNTIL THE SPRING THE
CONTRACTOR SHALL MAKE EVERY EFFORT TO LIMIT THESE AREAS OF
DISTURBANCE.
THE CONTRACTOR SHALL STABILIZE ANY PORTION OF THE SITE THAT IS BEING
WORKED AND DISTURBED PRIOR TO BEGINNING CONSTRUCTION AT ANOTHER
AREA OF THE SITE. AT NO TIME DURING WINTER CONSTRUCTION SHALL THERE
BE MORE THAN 1 ACRE OF EXPOSED SOIL ON SITE.
ANTICIPATED WINTER CONSTRUCTION ACTIVITIES WILL INCLUDE ALL ASPECTS
OF THE PROJECT PROPOSED DURING SUMMER CONSTRUCTION. THIS IS A
CONTINUATION OF WORK WHICH WAS NOT COMPLETED DURING THE SUMMER.
MAJOR GRADING IS EXPECTED TO BE COMPLETE BEFORE OCTOBER 15TH.
LIMITS OF DISTURBANCE - LOD WILL BE MOVED AND/OR REPLACED TO
REFLECT THE BOUNDARY OF WINTER WORK. CONTRACTOR WILL MAINTAIN A
MINIMUM 25' BUFFER FROM PERIMETER CONTROLS TO ALLOW FOR SNOW
CLEARING AND MAINTENANCE.
SNOW STORAGE ON SITE - CONTRACTOR WILL CREATE A SNOW MANAGEMENT
PLAN. PLAN WILL IDENTIFY LOCATIONS FOR ADEQUATE SNOW STORAGE AND
CONTROL SNOW MELT. SNOW STORAGE WILL BE DOWN GRADIENT OF ALL
DISTURBED AREAS AND WILL NOT PROHIBIT THE FUNCTION OF ALL
PERMANENT STORMWATER TREATMENT STRUCTURES. CONTRACTOR SHALL
KEEP ALL DRAINAGE STRUCTURES OPWN AND FREE OF SNOW AND ICE DAMS.
INSTALL SILT FENCE - SILT FENCE SHALL BE INSTALLED ON THE DOWNHILL SIDE
OF THE WINTER CONSTRUCTION AREAS AND SOIL STOCKPILE AREAS, AS
SHOWN ON THE PLAN, BY OCTOBER 15TH. IF THE GROUND IS UNFROZEN THE
SILT FENCE SHALL BE DUG IN AS NORMAL. IF THE GROUND IS FROZEN
CONTACT THE ENGINEER FOR ALTERNATE OPTIONS (STONE BERM, FILTREXX
SILT SOXX, STRAW WATTLES, ETC.).
STABILIZED CONSTRUCTION ENTRANCE - THE SITE CONTRACTOR SHALL BE
RESPONSIBLE FOR MAINTAINING ALL STABILIZED CONSTRUCTION ENTRANCES
TO PREVENT SEDIMENT TRACKING OFF SITE. CONTRACTOR SHALL ENLARGE
THE WIDTH OF ACCESS TO PROVIDE ADDITIONAL ROOM FOR SNOW
STOCKPILING, IF NEEDED. ADDITIONAL STONE SHALL BE ADDED OR THE
LENGTH SHALL BE INCREASED, IF ICE AND SNOW LIMITS CONSTRUCTION
ENTRANCE'S ABILITY TO HOLD SEDIMENTS ON SITE.
WINTER STABILIZATION ALL DISTURBED AREAS NOT INVOLVED IN WINTER
CONSTRUCTION SHALL BE AT LEAST TEMPORARILY STABILIZED BY OCTOBER
15. AFTER OCTOBER 15TH, ALL AREAS DISTURBED DURING WINTER
CONSTRUCTION SHALL BE STABILIZED DAILY TO PREVENT EXPOSURE FROM
RAIN EVENTS AND ACCUMULATION OF SNOWFALL (SEE EXCEPTIONS BELOW).
CONTRACTOR SHALL ADD ADDITIONAL STONE, AS NECESSARY, TO PROVIDE
STABILIZATION THROUGH WINTER CONSTRUCTION ON ALL AREAS WHERE
CONSTRUCTION TRAFFIC IS ANTICIPATED.
EXCEPTIONS:
·HYDROSEEDING AFTER OCTOBER 15TH AND BEFORE APRIL 15TH MUST BE
STABILIZED WITH STRAW MULCH OR EROSION CONTROL MATTING.*
·SNOW AND/OR ICE MUST BE REMOVED TO, AT MOST, ONE INCH PRIOR TO
APPLYING MULCH OR EROSION CONTROL STABILIZATION MATTING.
·IF NO PRECIPITATION, WITHIN 24 HOURS, IS FORECASTED AND WORK WILL
RESUME IN THE SAME DISTURBED AREA WITHIN 24 HOURS, DAILY
STABILIZATION IS NOT NECESSARY.
·DISTURBED AREAS THAT COLLECT AND RETAIN RUNOFF, SUCH AS OPEN
UTILITY TRENCHES, REQUIRE STABILIZATION AT THE END OF EACH WORK
WEEK.
MAINTENANCE - ALL DISTURBED AREAS SHALL BE MONITORED BY THE
CONTRACTOR AND THE ON-SITE PLAN COORDINATOR IN ACCORDANCE WITH
THE INSPECTION REQUIREMENT OUTLINED IN THE INDIVIDUAL CONSTRUCTION
STORMWATER PERMIT. THE CONTRACTOR AND ON-SITE PLAN COORDINATOR
SHALL EVALUATE THE SITE AFTER A THAW OR RAINSTORM. THE CONTRACTOR
OR ON-SITE PLAN COORDINATOR SHALL NOTIFY THE ENGINEER IF ANY
EROSION CONTROL MEASURES APPEAR TO BE INADEQUATE. THE
CONTRACTOR OR ON-SITE PLAN COORDINATOR SHALL IMMEDIATELY (WITHIN
THE SAME BUSINESS DAY) IMPLEMENT ANY FURTHER EROSION CONTROL
MEASURES SPECIFIED BY THE ENGINEER. THE CONTRACTOR OR ON-SITE PLAN
COORDINATOR SHALL ADD MULCH, AS NECESSARY, THROUGHOUT THE
WINTER AFTER THAWS OR RAINSTORMS. THE MULCH DEPTH SHALL BE
BROUGHT UP TO 2". THE MULCH AND SILT FENCE SHALL BE MAINTAINED UNTIL
A PERMANENT GROUND COVER (70% STABILIZATION) IS ESTABLISHED IN THE
SPRING. THE SITE SHALL BE REMULCHED AND RESEEDED, IN THE SPRING, AS
REQUIRED TO ESTABLISH A VIGOROUS PERMANENT GROUND COVER.
INSPECTION - THE ON-SITE COORDINATOR SHALL BE RESPONSIBLE FOR, AT A
MINIMUM, DAILY WRITTEN INSPECTIONS WHILE THE SITE IS DISTURBED OR
WEEKLY IF EVERYTHING IS STABILIZED BUT CONSTRUCTION IS ON-GOING. IF,
DURING WINTER CONSTRUCTION, EARTH DISTURBANCE ACTIVITIES
TEMPORARILY CEASE AND THE SITE HAS BEEN FULLY STABILIZED, INSPECTION
AND MONITORING REQUIREMENTS FOR THE ON-SITE COORDINATOR MAY BE
REDUCED TO ONCE PER MONTH MINIMUM. ALL INSPECTION SHEETS SHALL BE
KEPT ON SITE AND BE AVAILABLE UPON REQUEST.
(FOR ANY EARTH WORK PERFORMED BETWEEN OCTOBER 15TH AND APRIL 15TH)
WINTER EROSION CONTROL PROCEEDURES
WIDTH VARIES TO FIT
WITHIN SITE CONSTRAINTS
BIORETENTION SWALE/BASIN WITH UNDERDRAIN
N.T.S.
4" PERFORATED PVC PIPE. DAYLIGHT PIPE DOWN
SLOPE, PIPE SHALL BE SOLID AFTER LEAVING
SWALE/BASIN. INSTALL CAP AT THE END OF PIPE,
DRILL 1" HOLE INTO END CAP. PROVIDE STONE
STROMWATER OUTFALL TO LIMIT PIPE GETTING
CLOGGED BY DEBRIS OR VEGETATION.
12"
12" OF STONE UNDER PIPE
FOR ADDITIONAL CAPACITY
BOTTOM OF STONE MUST BE 2' OR
GREATER ABOVE THE SHGWT, IF
CONTRIBUTING IMPERVIOUS IS
GREATER THAN 50%. IF LESS THAN 50%
SEPARATION CAN BE REDUCED TO 1'.
ELEVATION OF OBSERVED SEASONAL
HIGH GROUNDWATER TABLE (SHGWT)
VARIES
8"
3:
1
M
A
X
.
CPV LEVEL
WQV LEVEL
3/4" WASHED CRUSHED STONE
OR BANK RUN GRAVEL
SURROUND STONE IN FILTER FABRIC TO
MINIMIZE FINES FROM FILLING IN STONE.
OVERLAP FABRIC BY A MINIMUM OF 12"
PROVIDE BROAD CRESTED WEIR OVERFLOW FOR
LARGER STORM. SEE NOTES AND DETAILS FOR
SPECIFICATIONS AND ELEVATIONS.
BOTH THE WATER QUALITY STORM AND
CHANNEL PROTECTION STORM WILL
REMAIN WITHIN THE SWALE/BASIN
WITHOUT USE OF THE OVERFLOW BROAD
CRESTED WEIR.
2 1 1 2
6"
6"6"
BROAD CRESTED WEIR
CROSS SECTION DETAIL
N.T.S.INVERT ELEVATION OF WEIR,
SEE PLANS FOR POND
SPECIFIC ELEVATIONS. WEIR
CHANNEL SHALL BE FLAT.
ADDITIONAL SOILS RESTORATION
SEED SWALE/BASIN WITH A A
WETLAND SEED MIX, OR APPROVED
EQUAL. ADD SWITCH GRASS TO MIX
6' LONG
1'
4"6' WIDE AT END OF OUTFALLMIRAFI 500X
FABRIC UNDER
AND TO SIDES
OF STONE
STORM WATER FLOW
FROM BIORETENTION
SWALE/BASIN
PLAN
4" STORMWATER OUTFALL FROM
BIORETENTION SWALE/BASIN. SEE
NOTES ABOVE REGARDING END CAP.
6" MIN.
6" MIN.
PROVIDE LIP LEVEL SPREADER
AT END OF OUTFALL.
CROSS SECTION
OUTFALL DETAIL
FOR 4" PIPE FROM
BIORETENTION
SWALE/BASIN
N.T.S.
PROVIDE SOLID CAP AT THE END OF PIPE, DRILL 1"
HOLE (ORIFICE) INTO CAP. PUSH CAP ONTO PIPE
WITHOUT PVC CEMENT.
HAVE PIPE SIT A MINIMUM OF 3"
ABOVE STONE OUTFALL TO MINIMIZE
CLOGGING OF ORIFICE FROM
DEBRIS AND VEGETATION
12" DEPTH OF STONE PER VT. SPEC.
706.01. OR APPROVED EQUAL.
1
FLOW VARIES S
E
E
PLAN AND DETAI
L
S
FLOW VARIES SEE
PLAN AND DETAILS
IMPERVIOUS
SURFACE VEGETATED FILTER STRIP
OR EXISTING VEGETATION,
SEE PLANS AND DETAILS.
1' MIN.1' MIN.CONTRACTOR SHALL
INSTALL A LAYER OF
NON-WOVEN FABRIC
BETWEEN STONE AND
EXISTING SOIL
11
2" MINUS WASHED CRUSHED STONE, TAMPED
IN PLACE NOT COMPACTED. TOP OF STONE
WILL BE INSTALLED FLAT AND WILL NOT HAVE
ANY GRADE TO IT.
1.CONTRACTOR WILL INSTALL STONE DIAPHRAGM AT THE END OF
CONSTRUCTION AFTER IMPERVIOUS HAS BEEN INSTALLED. CONTRACTOR
MAY INSTALL EARLIER IF THEY CAN ENSURE THE DIAPHRAGM WILL NOT BE
FILLED WITH SEDIMENTS FROM CONSTRUCTION. CONTRACTOR MUST
REQUEST THIS AND PROVIDE PLAN/DETAIL FOR EARLY INSTALLATION.
NOTES
STONE DIAPHRAGM DETAIL
N.T.S.
6" OF PEASTONE FILTER LAYER
3" LOW PHOSPHORUS
COMPOST OR MULTCH
9" SAND WITH
MINIMAL FINES
PRACTICE
SIDE OF BERM
OUTFALL SIDE
OF BERM
PROVIDE 4" MIN. TOPSOIL
AND ESTABLISH DENSE
GRASS ON BASIN SIDE
SLOPES AND ALONG THE
RIM OF THE BASIN
EXTEND GRAVEL FILTER LAYER TO
FINISH ELEVATION OF SPILLWAY
TOP OF BERM ELEVATION VARIES,
SEE PLANS AND DETAILS
TOP OF BROAD CRESTED WEIR
SPILLWAY, ELEVATION VARIES, SEE
PLANS AND DETAILS.
12"
6" GRAVEL LOCKING FILTER LAYER, STONE TO MEET
SPECIFICATIONS OF 704.05B CRUSHED GRAVEL SUBBASE.
6"
12"
12" STONE TO MEET
SPECIFICATIONS OF
706.04(A) TYPE I.EXTEND STONE CROSS
SECTION DOWN OUTFALL
SIDE SLOPE UNTIL THE
INTERSECTION WITH
EXISTING GRADE. EXTEND
STONE SLIGHTLY PAST
INTERSECTION AT EXISTING
GRADE.
UNDISTURBED SOIL
OR COMPACTED FILL
BEST
MANAGMENT
PARCTICE
EARTH EMBANKMENT OR TOP OF BERM, 3'
MIN. WIDTH. ELEVATION VARIES, SEE PLANS
BROAD CRESTED WEIR, DEPTH AND WIDTH
VARY SEE PLANS AND DETAILS.
A
A UNDISTURBED
AREA
CROSS SECTION A-A
EXTEND STONE CROSS SECTION DOWN
OUTFALL SIDE SLOPE UNTIL THE INTERSECTION
WITH EXISTING GRADE. EXTEND STONE
SLIGHTLY PAST INTERSECTION AT EXISTING
GRADE.
TOP WEIR WIDTH (VARIES)
SEE ADDITIONAL
DETAILS FOR BROAD
CRESTED WEIR
SPILLWAY SUBBASE
MATERIAL
PROVIDE 4" MIN. TOPSOIL AND
ESTABLISH DENSE GRASS ON
BASIN SIDE SLOPES AND ALONG
THE RIM OF THE BASIN
WEIR WIDTH
(VARIES)
430'1-WAYEON-WAYEON-WAYEON)2handicapped(paces5SENTANDSNOWSTORAGEMEAFORSWMANAGEARENT AND SNOW STORAGEMEA FOR SW MANAGEAR
XISTINGECTTOENDPLAYGROUNDANDCONNEXTEENTANDSNOWSTORAGEMEAFORSWMANAGEARTBACKE0'FRONTYARDS2TBACKEYARDS30'BACKTBACKEYARDSE0'SID1'12TBACKEYARDSE0'SID1-WAY
EON
5'1'22ered porchvcokalwconcreteside
ka
l
wc
o
n
c
r
e
t
e
s
i
d
epatiokbric/stoneTWO-WAY
F0S8±4,4FACILITYEDINFANTCAREPROPOSDDDDDSSGGSL5WSL5WDD2.31.64.53.35.34.15.14.44.94.74.74.94.34.93.64.31.72.12.72.62.52.82.82.72.82.92.82.72.93.12.72.83.02.72.83.02.83.12.92.92.82.72.60.80.82.72.62.50.90.92.42.41.00.92.32.22.21.01.00.92.12.12.01.11.01.01.91.91.91.21.11.11.81.81.81.21.21.11.61.61.61.31.21.21.51.51.51.31.31.21.31.41.41.51.41.31.31.21.31.41.51.61.31.31.21.31.41.51.61.71.71.31.31.41.51.61.71.71.81.92.02.12.11.31.31.51.61.71.81.92.02.02.12.22.42.52.62.72.72.91.31.31.81.92.02.12.22.42.52.62.72.82.93.13.13.12.92.72.62.51.31.32.72.82.93.12.93.03.03.12.82.72.52.32.22.01.91.71.61.51.31.32.92.82.72.62.42.22.01.91.71.61.51.41.31.31.31.41.82.63.71.71.61.51.41.31.21.31.41.72.53.61.31.72.43.53.43.34.14.23.23.40.00.00.00.00.00.00.00.20.60.91.21.31.31.10.90.60.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.20.71.21.92.12.11.71.30.80.40.10.10.10.10.10.10.10.10.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.20.81.42.32.62.01.61.30.80.60.50.50.40.51.10.40.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.20.81.42.32.62.21.91.61.31.11.00.90.71.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.20.71.21.82.12.02.02.02.02.01.71.61.21.00.90.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.20.50.91.21.31.31.92.22.72.52.31.51.42.70.20.00.00.00.00.00.00.00.00.00.00.00.00.00.10.30.50.60.70.81.21.71.61.43.70.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.20.20.10.30.81.31.82.32.42.21.41.20.40.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.20.50.91.21.51.61.41.10.90.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.30.50.70.80.90.90.70.50.40.20.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.20.20.30.40.30.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.40.30.51.01.42.00.80.50.92.64.62.35.63.81.10.60.92.85.0LuminaireScheduleQtyLabelArrangementLumensInputWattsLLFBUGRatingDescription7DSINGLE6289.10.850B1-U0-G0LIGHTOLIERS5R830K7-FINISH/RECESSEDINCEILING2GSINGLE630100.850B0-U0-G0PILFOCUS+ZERO-SA-830-070457/INGROUND2SSINGLE1212160.850N.A.BARNLIGHTBLE-G-WHS12-XXX-G22-NA-NA-NA-NA-LED16-3000K-DL/MOUNTED@8FTAFGTOBOF2SL5WSINGLE939572.90.850B4-U0-G2GARDCOECF-S-32L-700-WW-G2-AR-5W-UNV-BL-IMRI3-FINISH/MOUNTEDTOPOLE@12FTCalculationSummaryLabelGridHeightAvgMaxMinAvg/MinMax/MinBACKCANOPY03.935.31.62.463.31CONCRETESIDEWALK01.983.70.82.484.63FRONTCANOPY03.604.23.21.131.31SITE00.313.70.0N.A.N.A.STONEBRICKPATIO01.955.60.36.5018.67MOUNTINGHEIGHT:SEELUMINAIRESCHEDULEAPPS:LCSALES:DCJOBNAME:THEHOMESTEADAPEXLIGHTINGSOLUTIONSWORKPLANE/CALCPLANE:@FINISHGRADESCALE : DATE:DRAWN BY:SHEET:SL-1A1"=20’-0"LCSomedifferencesbetweenmeasuredvaluesandcalculatedresultsmayoccurduetoNOTETOREVIEWER:TotalLightLossFactor(LLF)appliedattimeofdesignisdeterminedbyapplyingtheLampLumenDepreciation(LLD)fromcurrentlampmanufacturer'scatalog,aLuminaireDirtDepreciationFactor(LDD)basedonIESrecommendedvaluesandaBallastFactor(BF)fromcurrentballastspecificationsheets.ApplicationofanincorrectLightLossFactor(LLF)willresultinforecastsofperformancethatwillnotaccuratelydepictactualresults.inputdata,differenceswilloccurbetweenmeasuredvaluesandcalculatedvalues.thelightingcalculations.Iftherealenvironmentconditionsdonotmatchthedimensions,reflectances,furnitureandarchitecturalelementssignificantlyaffectvariations.Inputdatausedtogeneratetheattachedcalculationssuchasroommeasurementtechniquesandfieldconditionssuchasvoltageandtemperaturetolerancesincalculationmethods,testingprocedures,componentperformance,*LLFDeterminedUsingCurrentPublishedLampDataForpropercomparisonofphotometriclayouts,itisessentialthatyouinsistalldesignersusecorrectLightLossFactors.GENERALDISCLAIMER:CalculationshavebeenperformedaccordingtoIESstandardsandgoodpracticeDRAWING TITLE:PROJECT TITLE:THE HOMESTEADSITE LIGHTINGPHOTOMETRIC CALCULATION1/11/22FILE NAME: SL-1A THE HOMESTEAD 01-11-2022 LC.dwgwww.apexlightingsolutions.comtelephone 860.632.8766