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HomeMy WebLinkAboutSP-24-32 - Plans - Non-Record - 0095 Swift StreetLIMIT OF CLASS II WETLAND DELINEATED BY FITZGERALD ENVIRONMENTAL ON 5/21/2024 AND 7/8/2024 SMALL DOG SECTION ENTRANCE ENCLOSURE (RELOCATE) BENCH (RELOCATE) BENCH BENCH EXISTING PLANTER BOX WITH SIGN PARKING AREA (BROKEN ASPHALT/GRAVEL) ACCESS ROAD (GRAVEL) E D G E O F G R A V E L GA T E G A T E GATE GATE 50-FT WETLAND BUFFER EXISTING A S P H A L T P A T H (REMOVE) (RELOCATE) (REMOVE & R E T U R N T O G R A S S ) REMOVE F E N C E RECYCLE I F P O S S I B L E R E M O V E F E N C E R E C Y C L E I F P O S S I B L E ACCESS ROAD (PAVED) 200 200 200 20 0 20 1 200 19 9 199 1 9 9 199 198 1 9 8 19 8 1 9 7 19 7 1 9 6 19 6 19 5 1 9 5 1 9 4 194 1 9 3 193 SHEET NO. 1 FARRELL STREET DOG PARK IMPROVEMENT PROJECT DA T E : SC A L E : DR A W N B Y : CH E C K E D B Y : EXISTING CONDITIONS CITY OF SOUTH BURLINGTON PUBLIC WORKS STORMWATER UTILITY 104 LANDFILL RD SOUTH BURLINGTON, VT 05403 8/ 1 / 2 0 2 4 1" = 1 0 ' WC A MI SH E E T : 1 O F 2 GENERAL NOTES: SUBGRADE WILL NOT BE CROWNED. OF THE CURVE. A ’’BANKING DIAGRAM’’ SHOULD BE PROVIDED. THE 5. ALL CURVED SECTIONS SHALL BE BANKED TOWARD THE INSIDE US ACCESS BOARD AND ITS GUIDELINES FOR SHARED USE PATHS. 6. ALL SHARED USE PATHS SHALL MEET THE REQUIREMENTS OF THE COVER MATERIAL SHALL BE SEEDED AND MULCHED. EXCAVATED EARTH OR EARTH BORROW AS A COVER MATERIAL. B. STONE COVERED SLOPES IN DRY AREAS SHALL USE USE GRUBBING MATERIAL AS A COVER FOR THE STONE FILL. A. ANY SLOPES ADJACENT TO WETLANDS OR STREAMS SHALL A 6" LAYER OF COVER MATERIAL OVER THE STONE IS ALSO REQUIRED. 9. STONE FILL TYPE II IS REQUIRED ON ANY SLOPE STEEPER THAN 1:2. SIEVE DESIGNATION SQUARE MESH SIEVES PERCENTAGE BY MASS PASSING 0 TO 88 TO 15 10 TO 25 14 TO 30 20 TO 4060 TO 90 80 TO 100 NO. 200 NO. 100 NO. 50 NO. 30 NO. 16 NO. 4 3/8" 1:6 MA X . NORMAL SECTION IN FILL NORMAL SECTION IN CUT SUBGRADE S A N D B O R R O W S A N D B O R R O W CL THICKNESS TOLERANCES SUBBASE 1 : 1 8: 1 PREFERRED 1 :4 ACCEPTABLE 1 :3 GROUND ORIGINAL 1:21 :4 OR 1 :31:6 M A X . {PATH WIDTH = 12’-0" HIGH VOLUME 10’-0" PREFERRED 8’-0" MIN. (SEE NOTE 2) SIGN HEIGHT 5’-0" MAXIMUM 4’-0" MINIMUM ON A PROJECT BY PROJECT BASIS. ** NOTE: SAND BORROW TO BE DETERMINED THE PROJECT PLANS DESIGNATED ON 3’-0" OR AS MATERIAL THICKNESS SHOULDER 2’-0" 6" 0 - 1’-0" SAND BORROW ** FROM HIGHEST SECTION OF PATH. VERTICAL CLEARANCE 8’-0" MINIMUM (10’-0" PREFERRED) FIXED OBJECTS CLEARANCE TO TREES, FENCES, OR OTHER 2’-0" MINIMUM, 3’-0" PREFERRED SUBBASE + 1" TOTAL DEPTH SAND BORROW + 1" TOTAL DEPTH ORIGINAL GROUND AREA RECOVERY PAVEMENT + 1/4" TOTAL DEPTH AGGREGATE SURFACE + 1/2" TOTAL DEPTH 2" TOPSOIL 8" SUBBASE MINIMUM * SUBBASE MATERIAL MAY BE REQUIRED. PRIMARILY OF SILT OR CLAY, ADDITIONAL * IF SUBGRADE MATERIAL CONSISTS SIGN OFFSET 2’-0" MINIMUM 1 :2 1 : 1 .5 1 : 1 WITH 1 : 1.5 BACKSLOPE NORMAL SECTION ON STEEP GRADE 1 :4 OR 1:3 SHOULDER 2’-0" PREFERRED 1’-0" 2" TOPSOIL E X IS T IN G G R O U N D 1 :2 4: 1 1 :2 1:6 MA X. GRADE S A N D B O R R O W 1:1.5 IN SOLID ROCK NORMAL SECTION SUBBASE 1 : 1 STEEP SIDESLOPE NORMAL SECTION W/ CL {12’-0" HIGH VOLUME 10’-0" PREFERRED 8’-0" MIN. (SEE NOTE 2) PATH WIDTH = 1:6 MA X .(IF NO BARRIER) RECOVERY AREA 1’-8" LEDGE BELOW SUBGRADE 1’-0" SHATTERED SHOULDER 2’-0" 3’-0" PREFERRED 2’-0" MINIMUM SHOULDER 2’-0" -0 .0 2 0 1:6 M A X . CL SIDE SL O PESHOULDER PATH SURFACE EDGE OF SIDE SLOPE TREATMENT 1:4 OR 1:3 2" TOPSOIL 1’-0" MIN. REMOVAL 6’-6" OVERBURDEN4" 2" TOPSOIL TO CAP SHATTERED LEDGE 3" SAND BORROW FINISH GRADE 2" BIT. CONC. PAV’T. TYPE IV OR FOR THE DEVELOPMENT OF BICYCLE FACILITIES. MANUAL AND THE LATEST EDITION OF THE AASHTO GUIDE PEDESTRIAN AND BICYCLE FACILITY PLANNING AND DESIGN 1. ALL DESIGN SHALL BE IN ACCORDANCE WITH THE VTRANS BICYCLE FACILITY PLANNING AND DESIGN MANUAL ARE MET. CONDITIONS NOTED IN THE VTRANS PEDESTRIAN AND 2. THE MINIMUM PATH WIDTH SHOULD ONLY BE USED WHEN THE AGGREGATE. 8. THE SHOULDER MAY BE CONSTRUCTED USING TOPSOIL AND GRASS OR SPECIFICATION FOR AGGREGATE SURFACE COURSE, SIDEWALK/TRAIL UNDER STONE FILL GEOTEXTILE FABRIC REV.DATE DESCRIPTION VERMONT AGENCY OF TRANSPORTATION Workin to Get You There STANDARD A-78TYPICAL SHARED USE PATH1 0 MAR. 31, 2004 SEP. 20, 2017 NEW TITLE BLOCK, MINOR NOTE REVISIONS ORIGINAL APPROVAL OTHER STANDARDS REQUIRED: T-45 D. > 10% TYPE II STONE FILL - 2’-0" DEPTH C. 2.5-10% TYPE I STONE FILL - 1’-0" DEPTH B. 1-2.5% EROSION CONTROL MATTING AND SEED A. 0-1% SEED AND MULCH THEIR SLOPE: 10. DITCHES WILL RECEIVE THE FOLLOWING TREATMENTS BASED ON OF THE PATH TO PREVENT A BUMP FROM OCCURRING AT ITS TERMINUS. TO OR FROM FULL DEPTH AT THE RATE OF 1:25 ALONG THE LENGTH 4. WHEN SAND BORROW IS USED, ITS THICKNESS SHALL BE TRANSITIONED TO COMMON EXCAVATION. SHALL BE SAWCUT AND REMOVED. PAYMENT WILL BE INCIDENTAL 7. ANY TREE ROOTS ENCOUNTERED WITHIN THE EXCAVATION LIMITS STONE FILL GEOTEXTILE UNDER SEE NOTE 9 SEE NOTE 10 SEE NOTE 9 6" COVER MATERIAL AGGREGATE SURFACE COURSE BIT. CONC. PAV’T. OR SEE NOTE 9 IF REQUIRED 3’-6" MINIMUM BARRIER (WHERE REQUIRED) UNDERDRAIN AGGREGATE SURFACE COURSE BIT. CONC. PAV’T. ORSEE NOTE 8 2’-0" SHOULDER 1’-0" PREFERRED (SEE NOTE 10) 6" MINIMUM 4" AGGREGATE SURFACE COURSE, SIDEWALK/TRAIL -0 .0 2 0 +0 .0 2 0 -0 .0 2 0 +0 .0 2 0 (SEE NOTE 1 ) PROVIDED, BARRIER MAY BE REQUIRED. AREA FOR GIVEN SLOPE CAN NOT BE RECOVERY AREA, IF MINIMUM RECOVERY (SEE NOTE 3) GEOTEXTILE (SEE NOTE 3) GEOTEXTILE 2 MISCELLANEOUS REVISIONS SUBGRADE AND SUBBASE, IN ABSENCE OF SAND BORROW. 3. GEOTEXTILE FOR ROADBED SEPERATOR SHALL BE PLACED BETWEEN APR. 07, 2020 7. 6. 5. 4. 3. 2. 1. GENERAL NOTES: ONLY. DETAILS APPLY TO EVERGREEN AND DECIDUOUS TREES. TREES SHOWN IN THE DETAILS ARE FOR ILLUSTRATIVE PURPOSES ENGINEER. ALL TREES MUST BE STAKED UNLESS OTHERWISE DIRECTED BY THE FOR NURSERY STOCK ANSI Z60. ALL PLANT MATERIAL SHALL COMPLY WITH AMERICAN STANDARD SHALL BE REMOVED AT THE TIME OF PLANTING. ALL CONTAINERS, NURSERY TAGS, STRING, WIRE OR SURVEYORS TAPE REVISIONS. VTRANS SPECIFICATIONS FOR CONSTRUCTION AND ITS LATEST WATER IN ACCORDANCE WITH SECTION 656 OF THE CURRENT OF PLANTING PIT. PLANTINGS SHALL BE PLANTED WITHIN 24 HOURS OF EXCAVATION THE CONTRACTOR AS DIRECTED BY THE ENGINEER. DAMAGED AND NOT IN VIABLE CONDITION IT SHALL BE REPLACED BY CALIPER WIDTH OF THE EXISTING TRUNK. IF PLANT MATERIAL IS WIDTH AND DEPTH OF THE TRANSPLANTED ROOTBALL TO THE STANDARD FOR NURSERY STOCK ANSI Z60 TO MATCH MINIMUM RECOMMENDED SIZE TO THE EXISTING TREES. FOLLOW AMERICAN TRANSPLANT TREES BY HAND DIGGING OR WITH TREE SPADE OF FINISHED GRADE ITS SHAPE FOR REPEATED WATERING. 4" DIAMETER.FIRMLY PACK TO RETAIN GRADE FORM CONTINUOUS SAUCER WITH FINISHED GRADE FROM EXISTING BALL DIAMETER X 3 IS EQUAL TO THE WIDTH OF PLANTING PIT VERMONT AGENCY OF TRANSPORTATION Workin to Get You There STANDARD E-1 TREE PLANTING DETAILS REV.DATE DESCRIPTION OTHER STANDARDS REQUIRED:NONE 0 ORIGINAL APPROVAL EXISTING GRADE TREE STAKING LAYOUT TREE PLANTING DETAIL TREE PLANTING ON SLOPE DETAIL 2" OF TREE. BE PLACED WITHIN NO MULCH SHALL FROM TREE TRUNK. TAPER AS SHOWN 2" BARK MULCH SEE PLANTING DETAIL. BARK MULCH FINISHED GRADE THE MOUND SHALL BLEND BACK INTO UPPER BANK. MOUND ABOVE THE ROOTBALL SURFACE FOR 240 DEGREES FORM A 4" HIGH X 8" MINIMUM WIDTH ROUND, TOPPED MEETS SOIL/SUBSTRATE AS SHOWN. THE POINT WHERE THE TRUNK BASE ORIGINAL GRADE SHALL PASS THROUGH SEE PLANTING DETAIL. LANDSCAPE BACKFILL AND FABRIC ENTIRELY. IF SYNTHETIC REMOVE ALL PACKAGING FROM TOP • OF ROOTBALL. CUT AND REMOVE TWINE AND BURLAP CUT AND REMOVE ENTIRE WIRE CAGE. FLARE IS SLIGHTLY ABOVE FINISHED GRADE. ADJUST DEPTH SUCH THAT THE ROOT PLACE TREE IN PLANTING HOLE AND EXPOSE ROOT FLARE BEFORE PLANTING. REMOVE TOP LAYER OF SOIL TO IF ROOT FLARE IS NOT EVIDENT ROOT FLARE SHOULD BE EVIDENT, TOP OF ROOTBALL. ACCEPTANCE. COMPLETELY REMOVE ALL STAKING PRIOR TO FINAL ALIGN STAKES AS SHOWN IN TREE STAKING LAYOUT. SOIL AT A DEPTH OF 24" BELOW FINISHED GRADE. PLANTING PIT INTO UNDISTURBED OR COMPACTED MINIMUM LENGTH OF 6'DRIVEN OUTSIDE OF HARDWOOD STAKES AT 2 •" SQUARE WITH A JUL. 11, 2017 EXISTING GRADE EXISTING GRADE WIRE TO FASTEN STRAP TO POST. USE #12 GAUGE ELECTRIC FENCE GROMMETS AT BRANCH CONNECTION. NYLON TREE STRAP WITH ƒ" OF PLANTING. THOROUGHLY AT TIME POCKETS. WATER TAMP TO REMOVE AIR LANDSCAPE BACKFILL V A R IE S TREE TRUNK AS SHOWN. STRAPS SHALL BE WRAPPED ABOVE AS SHOWN TO PREVENT SLIPPAGE. TREE STRAPS SHALL BE CROSSED EDGE OF WALK OR CURB EDGE OF WALK OR CURB (3" CALIPER OR GREATER) B. TREE STAKING FOR LARGE TREES ENGINEER. INCREASED OR ADJUSTED BY ROOTBALL. SPACING MAY BE STAKES MUST BE OUTSIDE (LESS THAN 3" CALIPER) A. TREE STAKING FOR SMALL TREES W/ ROAD OR WALKS ALIGN STAKES PARALLEL GENERAL NOTES: REV.DATE DESCRIPTION VERMONT AGENCY OF TRANSPORTATION Workin to Get You There STANDARD0ORIGINAL APPROVAL OTHER STANDARDS REQUIRED:NONE PAVEMENT EXISTING STABILIZED CONSTRUCTION ENTRANCE 12’-0" MIN 50’-0" MIN MIN 0’-8" 12’-0" MIN A A SECTION A-A PLAN 3’-0" 1V:5H(TYP) PAVEMENT EXISTING BERM (OPTIONAL) MOUNTABLE CONTROL PREVENTION AND SEDIMENT AGGREGATE FOR EROSION FILL UNDER STONE GEOTEXTILE GROUND EXISTING ADDITIONAL GUIDANCE. FROM THE VT AGENCY OF NATURAL RESOURCES FOR FOR EROSION PREVENTION & SEDIMENT CONTROL -2006-" REFER TO "THE VERMONT STANDARDS & SPECIFICATIONS4. WILL BE PERMITTED. IMPRACTICAL, A MOUNTABLE BERM WITH 1V:5H SLOPES PIPED BENEATH THE ENTRANCE. IF PIPING IS DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE SURFACE WATER- ALL SURFACE WATER FLOWING OR 3. SEDIMENT CONTROL FROM THE EXISTING GROUND. SEPARATE AGGREGATE FOR EROSION PREVENTION AND GEOTEXTILE UNDER STONE FILL SHALL BE USED TO2. ENGINEER. LENGTH- NOT LESS THAN 50’UNLESS APPROVED BY THE 1. E-12 APR. 7, 2020 REV.DATE DESCRIPTION VERMONT AGENCY OF TRANSPORTATION Workin to Get You There STANDARD OTHER STANDARDS REQUIRED:NONE 0 ORIGINAL APPROVAL E-15 ELEVATION GROUND EXISTING ELEVATION F L O W GROUND EXISTING SECTION B-B GROUND EXISTING SEE NOTE 1 FOR POST SPACINGSEE NOTE 1 FOR POST SPACING NOTES:GENERAL NOTES: NOTE: SECTION A-A SILT FENCE POST WOVEN WIRE REINFORCEMENT POST SILT FENCE GEOTEXTILE SILT FENCE GEOTEXTILE OVER LAP DETAIL GEOTEXTILE FOR SILT FENCE POST F L O W GROUND EXISTING POST WOVEN WIRE REINFORCEMENT SILT FENCE 6" MIN EMBED GEOTEXTILE (UPSLOPE OF POST) GEOTEXTILE SILT FENCE 1’-6" MIN 1’-4" MIN 1’-6" MIN 1’-4" MIN 0’-4" 0’-6" MIN SILT FENCE 6" MIN EMBED GEOTEXTILE 0’-6" MIN 0’-4" (UPSLOPE OF POST) GEOTEXTILE SILT FENCE 0’-6" SILT FENCE, TYPE I SILT FENCE, TYPE II A A B B COMPACT SOIL BACKFILL GEOTEXTILE. TAMP SOIL BACKFILL FOR SECTION OF EMBEDDED 2. ADDITIONAL GUIDANCE. FROM THE VT AGENCY OF NATURAL RESOURCES FOR FOR EROSION PREVENTION & SEDIMENT CONTROL -2006-" REFER TO "THE VERMONT STANDARDS & SPECIFICATIONS1. COMPACT SOIL BACKFILL 2 END POSTS AND MID SECTION. SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP WITH WIRE TIES. GEOTEXTILE FOR SILT FENCE IS TO BE FASTENED 2. WOVEN WIRE REINFORCEMENT IS TO BE FASTENED SECURELY TO FENCE POSTS EXCEED 10’. 1. POST SPACING FOR SILT FENCE, WOVEN WIRE REINFORCED SHALL NOT THAN 50% AND SHALL NOT EXCEED 6’ WHEN ELONGATION IS LESS THAN 50%. 1. POST SPACING FOR SILT FENCE SHALL NOT EXCEED 4’ WHEN ELONGATION IS GREATER APR. 7, 2020 10,317 524.1 DISCLAIMER: This map is for general reference only. Data layers that appear on this map may or may not be accurate, current, or otherwise reliable. ANR and the State of Vermont make no representations of any kind, including but not limited to, the warranties of merchantability, or fitness for a particular use, nor are any such warranties to be implied with respect to the data on this map. 7,815 © Vermont Agency of Natural Resources. 397.0 THIS MAP IS NOT TO BE USED FOR NAVIGATION LEGEND WGS_1984_Web_Mercator_Auxiliary_Sphere Meters0397.0198.00 Map created using ANR's Natural Resources Atlas NOTES vermont.gov Project Location Map July 30, 2024 Vermont Agency of Natural Resources 1in =651 ft. 1cm =78 meters 1: Parcels (standardized) Roads Interstate US Highway; 1 State Highway Town Highway (Class 1) Town Highway (Class 2,3) Town Highway (Class 4) State Forest Trail National Forest Trail Legal Trail Private Road/Driveway Proposed Roads Town Boundary LIMIT OF CLASS II WETLAND DELINEATED BY FITZGERALD ENVIRONMENTAL ON 5/21/2024 AND 7/8/2024 BENCH BENCH ACCESS ROAD (GRAVEL) E D G E O F G R A V E L 50-FT WETLAND BUFFER GA T E GATE RELOCATED SIGN RELOCATED ENTRANCE ENCLOSURE NEW ASPHALT PATH 6" ASPHALT CURB 34 ' W I D T H 8' X 22' PARALLEL PARKING STALLS GA T E RELOCATED BENCH CURVE FENCE (R=10') CURVE FENCE (R=10') CURVE FENCE (R=10') 6 ENGLISH OAK TREES (QUERCUS ROBUR 'FASTIGIATA') 2.5"-3" DIAMETER, BALLED & BURLAP ACCESS ROAD (PAVED) RE M O V E C R O W N O U T S I D E F E N C E TO A C H I E V E P O S I T I V E D R A I N A G E RE M O V E C R O W N O U T S I D E F E N C E TO A C H I E V E P O S I T I V E D R A I N A G E CR O W N F O R P O S I T I V E D R A I N A G E 10' GRASS STRIP 20 1 20 1 20 0 19 9 200 200 200 20 0 20 1 200 19 9 199 1 9 9 199 198 1 9 8 19 8 1 9 7 19 7 1 9 6 19 6 19 5 1 9 5 1 9 4 194 1 9 3 193 PARALLEL PARKING ONLY SIGN (TYP.) SHEET NO. 2 FARRELL STREET DOG PARK IMPROVEMENT PROJECT DA T E : SC A L E : DR A W N B Y : CH E C K E D B Y : DA T E : DA T E : PROPOSED CONDITIONS CITY OF SOUTH BURLINGTON PUBLIC WORKS STORMWATER UTILITY 104 LANDFILL RD SOUTH BURLINGTON, VT 05403 8/ 1 / 2 0 2 4 1" = 1 0 ' WC A MI 2 O F 2 2,146 109.0 Natural Resources Atlas Vermont Agency of Natural Resources 1,626 © Vermont Agency of Natural Resources 83.0 1: WGS_1984_Web_Mercator_Auxiliary_Sphere Meters83.00 NOTES Map created using ANR's Natural Resources Atlas LEGEND 42.00 vermont.gov DISCLAIMER: This map is for general reference only. Data layers that appear on this map may or may not be accurate, current, or otherwise reliable. ANR and the State of Vermont make no representations of any kind, including but not limited to, the warranties of merchantability, or fitness for a particular use, nor are any such warranties to be implied with respect to the data on this map. September 4, 2024 THIS MAP IS NOT TO BE USED FOR NAVIGATION 1" = 136 1cm = 16Ft.Meters Parcels (standardized) Roads Interstate US Highway; 1 State Highway Town Highway (Class 1) Town Highway (Class 2,3) Town Highway (Class 4) State Forest Trail National Forest Trail Legal Trail Private Road/Driveway Proposed Roads Town Boundary Snow Storage Areas