HomeMy WebLinkAboutAgenda 05_SP-23-031_1250 Spear St_WielengaROADWAYS AND TRANSPORTATION FACILITIES
ADAPTED FROM VTRANS TECHNICAL LANDSCAPE MANUAL FOR
SECTION 651 FOR SEED (PAY ITEM 651.15)
THIS WORK SHALL BE PERFORMED IN ACCORDANCE WITH
CONSTRUCTION GUIDANCE
REVISIONS
TURF ESTABLISHMENT
WHFJANUARY 12, 2015
7.
6.
5.
4.
3.
2.
1.
GROWTH OF GRASS.
TO SEPTEMBER 15 AND AFTER APRIL 15 CAN BETTER ENSURE A VIGOROUS
TURF ESTABLISHMENT: PLACING SEED, FERTILIZER, LIME AND MULCH PRIOR
THE AMOUNTS AND TYPES OF SOIL AMENDMENTS TO BE APPLIED.
AND THE TYPE OF HYDROSEED PROPOSED FOR USE WILL ULTIMATELY DICTATE
HYDROSEEDING: ALTHOUGH GUIDANCE IS GIVEN ABOVE THE SITE CONDITIONS
ACHIEVE 90% GROUND COVER OR AS DIRECTED BY THE ENGINEER.
HAY MULCH: TO BE PLACED ON EARTH SLOPES AT THE RATE OF 2 TONS/ACRE,
DIRECTED BY THE ENGINEER.
FERTILIZER AND LIMESTONE: SHALL FOLLOW RATES SHOWN ON PLAN OR AS
WEIGHT AND SHALL BE FREE OF ALL NOXIOUS SEED.
ALL SEED MIXTURES: SHALL NOT HAVE A WEED CONTENT EXCEEDING 0.40% BY
UPLAND (NON WETLAND) AREAS DISTURBED BY THE CONTRACTOR.
SEED MIX: USE AS INDICATED IN THE PLANS AND/OR FOR ALL ESTABLISHED
ON WHICH SEED MIX TO USE.
SEED MIX: THE CONTRACTOR SHALL COORDINATE WITH THE RESIDENT ENGINEER
ROADWAYS AND TRANSPORTATION FACILITIES
ADAPTED FROM VTRANS TECHNICAL LANDSCAPE MANUAL FOR
SECTION 651 FOR SEED (PAY ITEM 651.15)
THIS WORK SHALL BE PERFORMED IN ACCORDANCE WITH
CONSTRUCTION GUIDANCE
REVISIONS
TURF ESTABLISHMENT
7.
6.
5.
4.
3.
2.
1.
GROWTH OF GRASS.
TO SEPTEMBER 15 AND AFTER APRIL 15 CAN BETTER ENSURE A VIGOROUS
TURF ESTABLISHMENT: PLACING SEED, FERTILIZER, LIME AND MULCH PRIOR
TYPES OF SOIL AMENDMENTS TO BE APPLIED
AND THE TYPE OF HYDROSEED WILL ULTIMATELY DICTATE THE AMOUNTS AND
HYDROSEEDING: ALTHOUGH GUIDANCE IS GIVEN ABOVE THE SITE CONDITIONS
ACHIEVE 90% GROUND COVER OR AS DIRECTED BY THE ENGINEER.
HAY MULCH: TO BE PLACED ON EARTH SLOPES AT THE RATE OF 2 TONS/ACRE,
DIRECTED BY THE ENGINEER
FERTILIZER AND LIMESTONE: SHALL FOLLOW RATES SHOWN ON PLAN OR AS
WEIGHT AND SHALL BE FREE OF ALL NOXIOUS SEED.
SEED MIX: SHALL NOT HAVE A WEED CONTENT EXCEEDING 0.40% BY
SEED MIX: USE ONLY AS INDICATED IN THE PLANS.
WATERS OF THE STATE OF VERMONT.
SEED MIX: THE URBAN AREA MIX SHALL NOT BE USED IN WETLANDS OR ANY
WHFJANUARY 22, 2015
SYMBOL
CONSTRUCTION SPECIFICATIONS
GUIDANCE.
THE VT AGENCY OF NATURAL RESOURCES FOR ADDITIONAL
EROSION PREVENTION & SEDIMENT CONTROL -2006- " FROM
REFER TO "THE VERMONT STANDARDS & SPECIFICATIONS FOR
NOTES:
VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION
ORIGINALLY DEVELOPED BY USDA-NRCS
ADAPTED FROM DETAILS PROVIDED BY: NEW YORK STATE DEC
NOT TO SCALESTAPLESTAPLE
3
3
3
1
5
2
JUTE MESH
4
EROSION CONTROL MATTING
EXCELSIOR BLANKET
FIRMLY
TAMP SOIL
V
H
4"MIN
DETAIL 1 TERMINAL FOLD
3"MIN
1"MIN
STAPLE DETAIL
SHALL BE PLACED LOOSELY OVER GROUND SURFACE. DO NOT STRETCH.
DISTURBED AREAS SHALL BE SMOOTHLY GRADED. EROSION CONTROL MATERIAL
APPROXIMATELY 12" INTERVALS.
ALL TERMINAL ENDS AND TRANSVERSE LAPS SHALL BE STAPLED AT
REQUIRED PER 4'X150' ROLL OF MATERIAL.
ARE REQUIRED PER 4'X225' ROLL OF MATERIAL AND 125 STAPLES ARE
APART AND IN ROWS APPROXIMATELY 3' APART. APPROXIMATELY 175 STAPLES
STAPLES ARE TO BE PLACED ALTERNATELY, IN COLUMNS APPROXIMATELY 2'
APPLY FERTILIZER, LIME SEED PRIOR TO PLACING MATTING.
OCCURS WITHIN EACH 25'.
THAN 6%. ON SLOPES OF 6% OR MORE, THEY SHALL BE SPACED SO THAT ONE
THAT ONE OCCURS WITHIN EACH 50' ON SLOPES OF MORE THAN 4% AND LESS
EROSION MATTING, CHECK SLOTS, SHALL BE SPACED IN DITCH CHANNEL SO
5.
4.
3.
2.
1.
(RECP) DITCH
CONTROL PRODUCT
ROLLED EROSION
REVISIONS
MARCH 8, 2007 JMF
APRIL 16, 2007 WHF
DETAIL 2 JUNCTION SLOT
6"
12"12"
EXCELSIOR BLANKET
EROSION CONROL MATTING
JUTE MESH
STAPLESSTAPLES
DETAIL 3 ANCHOR SLOT DETAIL 4 CHECK SLOT
DETAIL 5 LAP JOINT
EROSION CONTROL MATTING
EXCELSIOR BLANKET
JUTE MESH
EROSION CONTROL MATTING
STAPLESTAPLES
12"
FIRMLY
TAMP SOIL
FIRMLY
TAMP SOIL
STAPLE
4" MIN
6"-12"
6"-12"
6"-12"6"-12"
BE BUTTED TOGETHER
EXCELSIOR BLANKET SHALL
EROSION CONTROL MATTING
JUTE MESH
JANUARY 13, 2009 WHF
(PAY ITEM 653.21).
MATTING (PAY ITEM 653.20) OR PERMANENT EROSION MATTING
653 AND AS SHOWN IN THE PLANS FOR TEMPORARY EROSION
THIS WORK SHALL BE PERFORMED IN ACCORDANCE WITH SECTION
SYMBOL
NOT TO SCALE
GUIDANCE.
THE VT AGENCY OF NATURAL RESOURCES FOR ADDITIONAL
EROSION PREVENTION & SEDIMENT CONTROL -2006- " FROM
REFER TO "THE VERMONT STANDARDS & SPECIFICATIONS FOR
NOTES:
VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION
ORIGINALLY DEVELOPED BY USDA-NRCS
ADAPTED FROM DETAILS PROVIDED BY: NEW YORK STATE DEC
FR
OR OTHER
PLANTINGS
VEGETATIVE
2" DIAMETER
LAYER •" TO
WILLOW BRUSH
2"X2'X3'
HARDWOOD POST
WIRE
GALVANIZED
9 GAUGE
BASEFLOW
SPECIFIED
PLUGS AS
HERBACEOUS
FIBER ROLL
CONSTRUCTION SPECIFICATIONS
(EROSION LOG)
FIBER ROLL
REVISIONS
MARCH 21, 2008 WHF
JANUARY 13, 2009 WHF
SLOPE CONTOURS
EXCAVATE A SHALLOW TRENCH SLIGHTLY BELOW BASEFLOW OR A 4" TRENCH ON
NECESSARY.
TRIM THE TOP OF THE POSTS EVEN WITH THE EDGE OF THE ROLL, IF
BOTH SIDES FO THE ROLL AND SPACED LATERALLY ON 2' TO 4' CENTERS.
PLACE THE ROLL IN THE TRENCH AND ANCHOR WITH 2"X2" POSTS PLACED ON
GALVANIZED WIRE OR „" DIAMETER BRAIDED NYLON ROPE.
NOTCH THE POSTS AND TIE TOGETHER, ACROSS THE ROLL, WITH 9 GAUGE
4.
3.
2.
1.
THE FIBER ROLL.
FIBER. HERBACEOUS VEGETATION, IF SPECIFIED, SHALL BE PLANTED INTO
IMMEDIATELY ADJACENT TO THE ROLL TO PROMOTE ROOT GROWTH INTO THE
ELSEWHERE IN THE CONTRACT DOCUMENTS. VEGETATION SHALL BE PLACED
PLANT WITH SUITABLE HERBACEOUS OR WOODY VEGETATION AS SPECIFIED
PLACE SOIL EXCAVATED FROM THE TRENCH BEHIND THE ROLL AND HAND TAMP.
SECTION 653 FOR EROSION LOG (PAY ITEM 653.60)
THIS WORK SHALL BE PERFORMED IN ACCORDANCE WITH
NOT TO SCALE
SILT FENCE
SYMBOL
CONSTRUCTION SPECIFICATIONS
VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION
ORIGINALLY DEVELOPED BY USDA-NRCS
ADAPTED FROM DETAILS PROVIDED BY: NEW YORK STATE DEC
SEE NOTE #3 FOR POST SPACING
(SEE NOTE #1)
WOVEN WIRE FENCE
16" MIN
FILTER CLOTH
EMBED 6"MIN
FLOW
FLOW
WOVEN WIRE
AND POST)
(UPSLOPE OF WIRE
FILTER CLOTH
CLOTH 6" MIN
EMBED FILTER
4"
SEDIMENT REACHES HALF OF FABRIC HEIGHT.
MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN
SILT FENCE
REVISIONS
MARCH 21, 2008 WHF
FLOW
POST DETAIL
OVER-LAPPED BY 6" AND FOLDED.
WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE
DECEMBER 11, 2008 WHF
JANUARY 13, 2009 WHF
GUIDANCE.
THE VT AGENCY OF NATURAL RESOURCES FOR ADDITIONAL
EROSION PREVENTION & SEDIMENT CONTROL -2006- " FROM
REFER TO "THE VERMONT STANDARDS & SPECIFICATIONS FOR
NOTES:
SILT FENCE, WOVEN WIRE REINFORCED (PAY ITEM 649.515).
FOR SILT FENCE (PAY ITEM 649.51) OR GEOTEXTILE FOR
SECTION 649 AND AS SHOWN IN THE PLANS FOR GEOTEXTILE
THIS WORK SHALL BE PERFORMED IN ACCORDANCE WITH
MAX. MESH OPENING.
STORMWATER PERMIT. WOVEN WIRE SHALL BE A MIN. 14 GAUGE WITH A 6"
RECEIVING WATERS WHEN THE PROJECT FALLS UNDER A CONSTRUCTION
WOVEN WIRE REINFORCED FENCE IS REQUIRED WITHIN 100' UPSLOPE OF
OR APPROVED EQUIVALENT.
FILTER CLOTH SHALL BE EITHER FILTER X, MIRAF1100X, STABILINKA T140N
6'.
EXCEED 4' AND WHEN ELONGATION IS <50%, POST SPACING SHALL NOT EXCEED
FILTER-CLOTH FENCE, WHEN ELONGATION IS >50%, POST SPACING SHALL NOT
POST SPACING FOR WIRE-BACKED FENCE SHALL BE 10' MAXIMUM. FOR
WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION.
TIES. FILTER CLOTH IS TO BE FASTENED SECURELY TO WOVEN WIRE FENCE
WOVEN WIRE FENCE IS TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE
6.
5.
4.
3.
2.
1.
WOVEN WIRE
SILT FENCE
SWALETREESDOWN SPOUTDOOR 354.8'EXISTING DRAINPIPEPARKING LOT CHURCHELEVATION 361'ELEVATION363'OUTLETELEVATION 352.67'ELEVATION 356.4'EXISTINGGRADING PLANALL SAINTS CHURCHDOOR 354.8'10 25 40IN FEETDesign by: Craig WielengaDate: June 14, 2023Revised by: CWDate: June 19, 2023, July 27, 2023EL
E
V
AT
I
ON
3
5
9'ELEVATION 357'ELEVATI
ON 355'ELEVATI
ON 353'EL
EVATI
ON
3
5
7'
E
L
E
V
A
T
I
ON 3
5
9'
E
L
E
V
A
T
I
O
N
3
6
1'
E
L
E
V
A
T
I
O
N
3
6
3'FOOTBRIDGENOTES:1. EXISTING DRAIN PIPES SHALL BERETAINED AND PROTECTED
Design by: Craig WielengaSWALEEXCAVATIONLIMITSPROPOSEDWASTE SITETREESDOWN SPOUTEXISTING DRAINPIPENEWSIDEWALK5% SLOPE1-2% SLOPEDRAINFIELDNEW STEPSDRAINPIPENEW 8"RETAININGWALLNEW 8"RETAININGWALLPARKING LOT CHURCHDRAINELEVATION354.7'ELEVATION 361'ELEVATION363'ELEVATI
ON 353'PROPOSEDGRADING PLANALL SAINTS CHURCHDRAINELEVATION354.7'EQUIPMENTAND MATERIALSTORAGE10 25 40IN FEETDate: June 14, 2023Revised by: CWDate: June 20, 2023ELEVATION 357'ELEVATION 355'
ELEVATION 357'ELEVATI
ON 359'
ELEVATIO
N 361'
ELEV
ATIO
N 363'ELEVATI
ON 351'DOOR 354.8'ELEVATION 356.4'DOOR 354.8'EL
EVATI
ON
3
59'355'356.6'357.3'FOOTBRIDGE4'31SWALE DETAIL
SYMBOL
CONSTRUCTION SPECIFICATIONS
GUIDANCE.
THE VT AGENCY OF NATURAL RESOURCES FOR ADDITIONAL
EROSION PREVENTION & SEDIMENT CONTROL -2006- " FROM
REFER TO "THE VERMONT STANDARDS & SPECIFICATIONS FOR
NOTES:
VERMONT DEPARTMENT OF ENVIRONMENTAL CONSERVATION
ORIGINALLY DEVELOPED BY USDA-NRCS
ADAPTED FROM DETAILS PROVIDED BY: NEW YORK STATE DEC
TRENCH
CUTOFF
PROFILE
A
A
NOT TO SCALE
@ CENTERLINE
CREST HEIGHT (H)
1.5'MIN
B
B
FABRIC
FILTER
STONE
2"-9"
TRENCH
CUTOFF
1
11
1 6"
24" MAX
FABRIC
FILTER
18"
TOE
2 2
1
SECTION A-A
MIN
9"
SECTION B-B
1
SLOPE(ft/ft)X=H(ft)
VARIES WITH SLOPE
SPACING (X)
CHECK DAM
BOTTOM
DITCH
SLOPE
AS NECESSARY
3/4" STONE
REVISIONS
MARCH 21, 2008 WHF
JANUARY 8, 2009 WHF
ITEM 653.25)
SECTION 653 FOR TEMPORARY STONE CHECK DAM, TYPE I (PAY
THIS WORK SHALL BE PERFORMED IN ACCORDANCE WITH
STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION.
DAM.
DOWNSTREAM DAM IS AT THE SAME ELEVATION AS THE TOE OF THE UPSTREAM
CHECK DAMS SHALL BE SPACED SO THAT THE ELEVATION OF THE CREST OFTHE
NECESSARY.
3/4" FILTERING STONE MAY BE ADDED TO THE FACE OF THE CHECK DAM AS
EROSION WITH STONE OR LINER AS APPROPRIATE.
PROTECT CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND
STONE.
CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED
ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW
MAXIMUM DRAINAGE AREA 2 ACRES.7.
6.
5.
4.
3.
2.
1.
CUTTING AROUND THE DAM.
EXTEND THE STONE A MINIMUM OF 1.5' BEYOND THE DITCH BANKS TO PREVENT
SWALEEXCAVATIONLIMITSPROPOSEDWASTE SITETREESDOWN SPOUTDOOREXISTING DRAINPIPENEWSIDEWALK4-5%SLOPE1-2% SLOPEDRAINFIELDNEW STEPSDRAINPIPENEW 8"RETAININGWALLNEW 8"RETAININGWALLPARKING LOT CHURCHDRAINELEVATION355'ELEVATION 361'ELEVATION363'ELEVATION 353'ELEVATION 357'EROSION PLANALL SAINTS CHURCHDOORDRAINELEVATION355'EQUIPMENTAND MATERIALSTORAGE10 25 40IN FEETNDesign by: Craig WielengaDate: June 15, 2023Revised by: CWDate: June 17, 2023 - July 27, 2023FIBER WATTLESILT FENCENOTES:1. ALL EXCAVATED AREAS WILL HAVE4" OF TOPSOIL AND WILL BE SEEDEDAND MULCHED.2. ANY SLOPE GREATER THAN A 3:1WILL HAVE EROSION CONTROL MAT.3.EROSION CONTROL MAT WILL BEUSED IN THE SWALE.4. ALL EQUIPMENT WILL BE PARKEDEVERY NIGHT IN THE PARKING LOT.5. ALL MATERIALS WILL BE STORED INTHE AREA MARKED OUT IN THEPARKING LOT.6. NO WELLS OR SEPTIC TANKS ARELOCATED ON THE PROPERTY.7. ALL EPSC MEASURES WILL BE DONEIN ACCORDANCE WITH THE "LOWRISK SITE HANDBOOK".FOOTBRIDGEFIBER WATTLEEROSION MATCHECK DAM