6 OLD WINSLOW ROAD WILMOT, NEW HAMPSHIRE OCTOBER 2020 LATEST REVISION: DECEMBER 20, 2021 - Town of Wilmot
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db LANDSCAPING LLC
6 OLD WINSLOW ROAD
WILMOT, NEW HAMPSHIRE
OCTOBER 2020
LATEST REVISION: DECEMBER 20, 2021
OWNER:
db LANDSCAPING LLC
DANIEL BRUZGA
3 ALPINE COURT, SUITE #1
SUNAPEE, NH 03782
(603) 763-6423
ENGINEER:
PROJECT
PROPERTY LIMITS
WILMOT
\\192.168.51.155\newl\proj_2020\20838 DB - Old Winslow Road\DWGS\Final\20838-COVER_DETAILS-03.dwg, 12/20/2021 9:02:42 AM, CWaterman, DWG To PDF.pc3
PO BOX 1825, 176 NEWPORT ROAD
NEW LONDON, NH 03257
(603) 877-0116
SURVEYOR:
NEW HAMPSHIRE ARTHUR F. SICILIANO, JR., LLS
47 PINE HILL ROAD
WEARE, NH 03281
(603) 529-2857
LOCATION PLAN
SHEET LIST: SCALE: 1" = 2000'
COVER
C1.01 EXISTING CONDITIONS
C2.01 PROPOSED SITE LAYOUT & GRADING PLAN
C2.02 BUILDING ELEVATIONS & HEIGHT CALCULATIONS
C3.01 EROSION CONTROL NOTES & DETAILS
DATE OF PRINT
C3.02 CONSTRUCTION DETAILS
FOR REVIEW
NOT FOR CONSTRUCTION HORIZONS ENGINEERINGROUTE 11
NHDOT EX. CULVERT
GENERAL NOTES EXISTING EDGE OF CONCRETE
HIGHWAY
EXISTING SIGN (TYP) 54" RCP
INV. IN: 457.56
EX. CULVERT PAVEMENT
BOUND FOUND INV. OUT: 456.56
48" RCP INV. IN: 448.87
1. ALL WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND ALL LOCAL, LENGTH: 142', S: 0.007
STATE, AND FEDERAL REGULATIONS. OHE EXISTING 24" RCP
150' ROW
460 OHE CULVERT (APPROX. LOCATION)
UP 20/391 0 UP 20/390
OH46
E
2. NO EXISTING MONUMENTS, BOUNDS, OR BENCHMARKS SHALL BE DISTURBED WITHOUT 30'
FIRST MAKING PROVISIONS FOR RELOCATION. BUILDING 460
EXISTING EDGE OF GRAVEL N83°27'14"E EXISTING EDGE OF PAVEMENT
SETBACK 166.72'
N83°27'14"E
RESIDENTIAL CDII)
3. ALL WORK SHALL BE PERFORMED WITHIN THE PROPERTY OF, AND EASEMENTS SECURED EXISTING
158.90' RETAINING WALLS
(
COMMERCIAL
BY, THE OWNER.
458456 54
462
4
46
4
S178°7.39'
15' BUILDING SETBACK EXISTING GRAVEL
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DATA COLLECTION AND
OH
PARKING LOT EXISTING PAVED
894A EXISTING WALKWAY
43'11
E
PREPARATION OF RECORD DRAWINGS. DRIVEWAY LORETTA RAYNO
460 466 P.O. BOX 58
462
"E
5. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONTROLLING EROSION IN ALL AREAS WILMOT, NH, 03287
464 TAX MAP 16 LOT 8-1
EXISTING RAIL ROAD TIES UP 2/20/260
DISTURBED BY HIS ACTIONS. COSTS FOR REQUIRED EROSION CONTROL, REGARDLESS OF LDING
WHETHER OR NOT SUCH MEASURES ARE SHOWN ON THE ENGINEERING DRAWINGS, S T I N G BUIANA" 468
EXI MERIDI
LD .F.
SHALL BE BORNE BY HIM. "LA EXISTING GRAVEL EXISTING
FI E 0 S
DRILLED
GRID
PARKING LOT
CH 3,75
36B 470 WELL
S145°5
6. UTILITY LOCATIONS ARE BASED ON THE BEST AVAILABLE INFORMATION. THE 470
1 0.9
466
LEA ING
CONTRACTOR IS RESPONSIBLE FOR LOCATION AND PROTECTION OF EXISTING UTILITIES
8'41"
IST
AND SHALL REPAIR ANY DAMAGE AS QUICKLY AS POSSIBLE AT HIS OWN EXPENSE. ALL EXISTING RETAINING WALLS UP
6'
8
UTILITIES ENCOUNTERED SHALL BE LOCATED BY DEPTH AND TIES AND SHOWN BY THE 0
EX
46
47 480
OHE
E
CONTRACTOR ON HIS "AS BUILT" DRAWINGS. HAND EXCAVATION SHALL BE DONE
OLD WI
PEM1B
WHEREVER UNDERGROUND UTILITIES ARE SHOWN OR ANTICIPATED. THE CONTRACTOR
.F. 490
SHALL CONTACT DIG SAFE AND THE APPROPRIATE AUTHORITIES PRIOR TO ANY 231 N.H. ROUTE 11 REALTY TRUST 0S
S
CONSTRUCTION IN ORDER TO VERIFY EXISTING CONDITIONS AND UTILITY LOCATIONS. KENNETH OLSON & TOBYN OLSON, TRUSTEES 3 ,75LD
6
ING FIE
45
P.O. BOX 54 "E
'28 ' IST ACH EXISTING SHED 500
S11°0.942'
WILMOT, NH, 03287 X
7. BASE MAPPING IS FROM A SURVEY BY ARTHUR F. SICILIANO JR. LLS, DATED NOVEMBER TAX MAP 11 LOT 66 3
3 4 OF S E LE KEVIN CIOFFI
75
0° 0.2 DGE AND UP 20/261 P.O. BOX 20
2016. N5 79 E TL APPROXIMATE WILMOT, NH, 03287
WE
57D
'35"E
510 TAX MAP 16 LOT 7
NSLOW S07°26'23"E
458 LOCATION OF SEPTIC
8. WETLAND DELINEATION WAS COMPLETED BY THOMAS CARR, C.S.S., C.W.S. OF MERIDIAN TANKS & GREASE
460 30'
LAND SERVICES IN MAY 2017. WETLANDS IMPACTED AS SHOWN ARE CLASSIFIED AS TRAPS
462 BUILDING
PEM1B - PALUSTRINE EMERGENT PERSISTENT SATURATED UNDER THE CLASSIFICATION 464 SETBACK
OF "CLASSIFICATION OF WETLANDS AND DEEP WATER HABITATS OF THE UNITED STATES' 520
466
OHE
BY THE U.S. FISH AND WILDLIFE SERVICE. 468
8
45
460
462
464
468
466
ROAD
530
EX. CULVERT
18" CMP INV: 517.45'
182.12'
REFERENCE PLANS
45
4
LORETTA RAYNO
1. 'SUBDIVISION PLAN TAX LOT 11/67 FOR DANIEL W. BRUZGA 6 OLD WINSLOW ROAD MLL PROPERTIES, LLC P.O. BOX 58
4 WILMOT, NH, 03287
P.O. BOX 921 45
PEM1B
WILMOT, NH MERRIMACK COUNTY', PREPARED BY ARTHUR F. SICILIAN JR., LAND
SURVEYOR, 52A HALL AVENUE, HENNIKER, NH 03242, 603-529-2857, AND DATED JANUARY
NEW LONDON, NH, 03257
TAX MAP 11 LOT 65 45
6 559B 540 TAX MAP 16 LOT 8-1
2018, REVISED 6/4/2018.
458
OHE
460 UP 20/262
GRANITE BOUND 462
FOUND 464
894A 466
468
470
550
472
SOIL LEGEND 474
EX. CULVERT
47678
S06°29'53"E
44802 18" CMP INV: 553.44
HYDROLOGIC
215.92'
48846
SYMBOL NAME SOIL GROUP 488 560
448 0
44992
ADAMS LOAMY SAND, WOODED A DOUGLAS RAYNO
494
P.O. BOX 59
BECKET FINE SANDY LOAM, VERY STONY C WILMOT, NH, 03287
OHE
SKERRY FINE SANDY LOAM, VERY STONY C/D TAX MAP 11 LOT 71-2
"E E
PILLSBURY FINE SANDY LOAM, VERY STONY D 3 '28 ' LIN
3 7S
0° 3.H4I
MEADOWSEDGE PEAT A/D N5 5G2 T
ON
57D EXISTING DUG WELL
570
EX. CULVERT
18" CMP INV: 572.83
AL
E
IR
W
D
R BE
INDICATES SOIL TYPE BA
OM 580 UP 20/263
INDICATES SLOPE OF LAND
A = 0 TO 3 PERCENT SLOPE RA
ND
36B
B = 3 TO 8 PERCENT SLOPE
S06°19'28"E
C = 8 TO 15 PERCENT SLOPE
173.07'
D = 15 TO 25 PERCENT SLOPE 590
E = GREATER THAN 25 PERCENT
IRON PIPE
FOUND
LEGEND
EXISTING
IRON ROD OR PIPE FOUND
272.30' IRON PIPE
STONE BOUNDARY MONUMENT S84°48'52"W
74.90' 2"W FOUND
WELL
168.90' S79°56'5
4.50'
UTILITY POLE / GUY WIRE S64°36'52"W S83°16'52"W
145.38'
S83°08'12"W
W
SIGN
RAN
6'41"
3.46'
DECIDUOUS / CONIFEROUS TREE
DO
S114°0
\\192.168.51.155\newl\proj_2020\20838 DB - Old Winslow Road\DWGS\Final\20838_CUT SHEET-03.dwg, 12/20/2021 9:07:46 AM, CWaterman, DWG To PDF.pc3
PROPERTY LINE
MB
24.24'
PROPERTY SETBACK LINE
ARB
S24°11'01"W
ABUTTER PROPERTY LINE
ED
9"W
CONTOUR MAJOR
WIR
460
S15° 8.65'
16'1
458 CONTOUR MINOR
EA
PETER SCHIESS
NL2O3N
NRCS SOIL DELINEATION
6
54 OLD WINSLOW ROAD
47938T'4H8I"S
WILMOT, NH, 03287
°G
STONE WALL TAX MAP 11 LOT 64-2
.35 WLIN
LITTLETON NH NEWPORT VT
RETAINING WALL
57D
'
26.77' NEW LONDON NH POMFRET VT KENNEBUNK ME
OHE OVERHEAD ELECTRIC S06°40'43"E
TREELINE
E
WETLANDS db LANDSCAPING LLC
(CDII)
PAVEMENT
COMMERCIAL
GRAVEL
S22 8.90'
19
°00
RESIDENTIAL 6 OLD WINSLOW ROAD
WILMOT, NEW HAMPSHIRE
'33"
E
EXISTING CONDITIONS
16.52' NO. DATE REVISION DESCRIPTION ENG DWG
S09°40'54"W ORIGINAL APPROVED SITE PLAN, MARCH 6, 2017, AS
0 3/2017 AMENDED 2018, PREPARED BY A.C.ENGINERING & A.C.E A.C.E
CONSULTING
70'
452.5'14"W DATE: PROJECT #:
N16°
GRID
4
S72°
196.93'57"W
DEC. 2021 20838
3
647B
7'
ENGIN'D BY: DRAWN BY:
0 35 70 140 280 WTD CEW
S04°37'38"E
DOUGLAS RAYNO CHECK'D BY: ARCHIVE #:
55.37'
P.O. BOX 59
WILMOT, NH, 03287 DATE OF PRINT WTD H-___
SCALE IN FEET C 2021
186.29'
TAX MAP 11 LOT 64
FOR REVIEW
S88°49'27"W NOT FOR CONSTRUCTION HORIZONS ENGINEERING All rights reserved SHEET C1.01LEGEND
ZONING BOARD NOTES - SITE PLAN SHEETS EXISTING
IRON ROD OR PIPE FOUND
1 "BUILDING ELEVATIONS & HEIGHT CALCULATIONS" SHEET ADDED. GENERAL NOTES
STONE BOUNDARY MONUMENT
ADDED TO SHEETS C2.01 AND C2.02.
WELL
UTILITY POLE / GUY WIRE
PLANNING BOARD NOTES #1 - SITE PLAN SHEETS SIGN
DECIDUOUS / CONIFEROUS TREE
THE FOLLOWING CHANGES HAVE BEEN INCLUDED IN THE REVISED SITE PLAN 11/16/20: PROPERTY LINE
PROPERTY SETBACK LINE
1 THE PARKING LOT ALIGNMENT HAS BEEN ALTERED AND A HANDICAPPED SPACE ADDED,
ABUTTER PROPERTY LINE
ROUTE 11
INCREASING FROM 18 TO 19 PARKING SPACES IN THE LOWER PARKING AREA.
460 CONTOUR MAJOR
2 THE BERM ALONG THE NORTHERN FACE OF THE BUILDING HAS BEEN REDUCED AND STONE 458 CONTOUR MINOR
PLANTERS BUILT WITH STONE DRIP EDGE ALONG THE BUILDING. THESE ARE APPROVED IN NRCS SOIL DELINEATION
CONJUNCTION WITH A VARIANCE GRANTED THAT ADDRESSED THE HEIGHT OF THE
STONE WALL
BUILDING WHICH EXCEEDS 35' ON THE NORTH SIDE.
RETAINING WALL
3 FIVE PATIOS HAVE BEEN ADDED. EX. CULVERT OHE OVERHEAD ELECTRIC
48" RCP INV. IN: 448.87 EXISTING EDGE OF PAVEMENT TREELINE
4 SITE LIGHTS LOCATIONS REVISED, TYPE(S) REVISED; (4)-POLE-MOUNTED SITE LIGHTS
WETLANDS
MILLENIUM R-SERIES.
PAVEMENT
5 TWO NORTHERN BUILDING ENTRANCE WALKWAYS HAVE BEEN ADDED, SECTIONS OF OHE
OHE GRAVEL
EXISTING AND PROPOSED RETAINING WALLS HAVE BEEN ALTERED. OHE
UP 20/390 EX. CULVERT
OHE
OHE 54" RCP
6 UNDERGROUND PROPANE TANK HAS BEEN ADDED. EXCAVATION FOR THE INSTALLATION OF INV. IN: 457.56
OHE PROPOSED
THE NEW TANK AND THE ASSOCIATED PIPING INTO THE BUILDING WILL BE REQUIRED. 460 INV. OUT: 456.56
OHE 1 LIGHT POLE
LENGTH: 142', S: 0.007
460 OHE GROUND-MOUNTED LIGHTS TO
BUILDING MOUNTED LIGHT
ILLUMINATE EX. SIGN (ACCENT 120V)
PLANNING BOARD NOTES #2 - SITE PLAN SHEETS UP OHE
OHE
DECIDUOUS TREE
20/391
OHE 3 EXISTING SIGN (TYP) 460 CONTOUR MAJOR
THE FOLLOWING CHANGES HAVE BEEN INCLUDED IN THE REVISED SITE PLAN 12/16/21:
OH
NHDOT CONCRETE HIGHWAY BOUND FOUND PROP. PATIO/OUTDOOR AREA 10' x 458 CONTOUR MINOR
E
15' 460
STONE WALL
1 SITE LIGHTS ADDED; (4)-WALL-MOUNTED SCONCES HZ-4152, ACCENT 4 (5) RED MAPLE TREES SF 1 SF SEDIMENT FENCE
120V-GROUND-MOUNTED LIGHTS TO ILLUMINATE ENTRANCE SIGN. DOUBLE EROSION CONTROLS; SF
SS NOTE:
SEDIMENT FENCE & SILT SOCK/MULCH N83°27'14"E SF
PARKING AREA REALIGNED AND STRAIGHTENED EXISTING EDGE OF PAVEMENT TREELINE
F ' SF SS SF SF SS SF
2 RELOCATE ON-SITE DUMPSTER TO LOCATION NEAR EXISTING WELL. BERM (TYP; SEE DETAILS) 2 SSFS 166.S72 FOR A MORE AESTHETICALLY PLEASING LAYOUT PAVEMENT
RAISED STONEWALL PLANTING AREA SF ALIGNED WITH THE BUILDING AND IS EASIER
SF SF PATIO AREA
SF SS
3 EXISTING SHED TO BE REPLACED IN KIND. SF SF SS TO MAINTAIN AND CONSTRUCT
N83°27'14"E 3 SF SS 461.45
PROP. PATIO/OUTDOOR
32.00+/-
24.00
4 DOUBLE EROSION CONTROLS ADDED ALONG NORTHERN EDGE OF PARKING LOT. 158.90' AREA(S) 10' x 15' SF
EXISTING EDGE 460.50 5
OH
OF GRAVEL
PAVED PARKING AND
E
ALL WALKWAYS, PARKING, AND DRIVEWAYS TO BE PAVED EVENTUALLY. PAVED AREAS SF
5 SS AISLE (SEE DETAIL) 5
SHOWN INDICATE FINAL SITE CONDITIONS. SITE PAVING WILL LIKELY OCCUR SF
464
INCREMENTALLY IN PHASES THROUGHOUT THE DURATION OF CONSTRUCTION. SEE PAVEMENT JOINING DETAIL
SF
462
454
30' BUILDING SETBACK SS
(MATCH EXISTING DRIVEWAY APRON WIDTH)
-1
4
SF 0
82.00
.5
46
37.70
46 460.14
462
6 GENERAL NOTES #3 AND #4 ADDED TO SHEETS C2.01 AND C2.02. %
SF
456
EXISTING GRAVEL 1
1 PARKING LOT 46 461.83
SS
1 9.00 9.00
WALL-MOUNTED SCONCE HZ-4152;
SF
(TYP)
GENERAL NOTES 15.00 1
OH
SHALL COMPLY WITH ZONING 461.78 EXISTING 24" RCP
S17° 9'
1
458
E
ORDINANCE & SPR REGS (TYP) CULVERT (APPROX. LOCATION)
87.3
5.00 19
43'11
11.00 EXISTING PAVED
SF
1. ELEVATION VIEWS REFERENCE PLAN:
894A WALKWAY
"E
A. "APARTMENT RENOVATION EXTERIOR ELEVATIONS" SHEET A-2.1, FOR DANIEL BRUZGA, 6
20.00
464 EXISTING
460.97 (TYP) 5.00 DRIVEWAY
SS
SF
OLD WINSLOW RD, WILMOT, NH 03287, PLAN DATED 7/10/18 AND PREPARED BY FRANK
15' BUILDING SETBACK (TYP) 466
ANZALONE ASSOCIATES, ARCHITECTS AND PLANNERS, P.O. BOX 1016, NEW LONDON, NH 5
03257. 460 466 LORETTA RAYNO
24.30
OLD W
-1.6%
460.85 461.28 P.O. BOX 58
462 5 WILMOT, NH, 03287
2. AS-BUILT BUILDING RIDGE AND EVE ELEVATIONS, FINAL GRADE ELEVATIONS, AND RAISED 2 4
OH
TAX MAP 16 LOT 8-1
461 SITE LIGHT(S); MILLENIUM R-SERIES
E
RAISED STONEWALL PLANTING AREA ELEVATIONS ARE FROM A SURVEY COMPLETED BY NOTE: 5
-3.1%
HORIZONS ENGINEERING ON 2/9/2021. BUILDING HEIGHT CALCULATIONS SHOWN BASED 464
RAISED STONEWALL PLANTING AREAS TO BE 46
ON SURVEY ELEVATIONS. REMAINING BASE PLAN SHOWN IS FROM A SURVEY BY ARTHUR F. PLANTED WITH SMALL SHRUBS AND 2 468.56
SICILIANO JR. LLS, DATED NOVEMBER 2016. 46 UP 2/20/260
INSLO
PERENNIALS; PROPOSED CHANGE IS INTENDED 4 RAISED STONEWALL PLANTING 2
TO 'SOFTEN' AREA IN FRONT OF BUILDING STONE DRIP AREA(S) TO FORM LINEAR EGRESS
1 6
3. VARIANCE FROM ARTICLE VI, SECTION FOR BUILDING HEIGHT (37'-5 2") GRANTED BY TOWN EDGE (TYP) 468
OF WILMOT ZONING BOARD ON FEBRUARY 23, 2021. WINDOW WELL AREA(S)
4 SITE LIGHT; MILLENIUM R-SERIES 2
462.54 EXISTING BUILDING
4. AS OF SEPTEMBER 2021, ANY AND ALL ON-SITE STORAGE AND MATERIALS PREVIOUSLY "LA MERIDIANA" 469.61
8 4
W RO
SHOWN ON PLAN IN AREA TO WEST OF LOWER PARKING, EXTENDING WEST PAST LOWER PROP. WALKWAY (TYP; MAIN FLOOR ELEV.= 470.00
PARKING CURRENTLY SHOWN HAVE BEEN REMOVED FROM SITE AS NOTIFIED BY OWNER. SEE GEN. NOTE #3) LOWER LEVEL ELEV.= 461.67
OHE
8.00 468.91 EXISTING
36B
GRID
EXISTING GRAVEL DRILLED WELL
PARKING LOT
AD
6 S
PROP. UNDERGROUND
LD .F.
470
FIE 0 S
PROPANE TANK
S
CH 3,75
EGRESS WINDOW 0 10 20 40 80
470
WELLS (TYP) 2
LEA ING
3 2 DUMPSTER ON-SITE TO
IST
466
S14°5 '
PROP. PATIO/OUTDOOR BE RELOCATED TO
SCALE IN FEET
EX
150.9
AREA 10' x 15' APPROX. AREA SHOWN
8'41"
6
OHE
\\192.168.51.155\newl\proj_2020\20838 DB - Old Winslow Road\DWGS\Final\20838_CUT SHEET-03.dwg, 12/20/2021 9:07:50 AM, CWaterman, DWG To PDF.pc3
E
±470
S
4
SITE LIGHT; MILLENIUM R-SERIES
S
APPROX. LIMITS OF UP
8
46
EXISTING OUTDOOR
SITE DATA: STAIRWAYS 4 70 EXISTING 480
SHED
1. OWNER OF RECORD: DANIEL W. BRUZGA 3
57 MELVIN MILLS ROAD EXISTING SHED TO BE REPLACED LITTLETON NH NEWPORT VT
WARNER, NH 03278 APPROXIMATE NEW LONDON NH POMFRET VT KENNEBUNK ME
LOCATION OF SEPTIC
TANKS & GREASE
S
OHE
2. TAX MAP & LOT NUMBER: TAX MAP 11 LOT 67 PROP. PATIO/OUTDOOR AREA
TRAPS
490
db LANDSCAPING LLC
25' x 20' (SEE DETAIL)
3
3. ZONING DISTRICT: COMMERCIAL (CDII)
6 OLD WINSLOW ROAD
4. REQUIRED SETBACKS: FRONT - 50'
SIDE - 25' .
S.F WILMOT, NEW HAMPSHIRE
, 7 50
REAR - 25' 3 LD
INGH FIE
S
I S T C
EX LEA PROPOSED SITE LAYOUT AND
5. EXISTING USE: N/A (FORMER RESTAURANT)
500 GRADING PLAN
OHE
6. PROPOSED USE: MULTI-FAMILY HOUSING NO. DATE REVISION DESCRIPTION ENG DWG
WILMOT, N
EXISTING BLDG - 8 HOUSING UNITS
S
TAX MAP 1
S11°04
ORIGINAL APPROVED SITE PLAN, MARCH 6, 2017, AS
0 3/2017 AMENDED 2018, PREPARED BY A.C.ENGINERING & A.C.E A.C.E
75.92'
CONSULTING
UP 20/261 SITE PLAN REVISIONS, NOVEMBER 16, 2020. REFER TO
1 11/2020 PLANNING BOARD NOTES #1 FOR DESCRIPTION OF CEW CEW
'35"E
CHANGES
ZBA REVISIONS, FEBRUARY 11, 2021. REFER TO ZONING
2 2/2021 BOARD NOTES FOR DESCRIPTION OF CHANGES CEW CEW
SITE PLAN REVISIONS, DECEMBER 16, 2021. REFER TO
DIMENSIONAL REQUIREMENTS: 3 12/2021 PLANNING BOARD NOTES #2 FOR DESCRIPTION OF
CHANGES
CEW CEW
510 DATE: PROJECT #:
REGULATION
458
REQUIRED PROVIDED 57D DEC. 2021 20838
LOT AREA 2.00 ACRES 21.95 ACRES ENGIN'D BY: DRAWN BY:
OHE
FRONTAGE 200.00 FT 639.89 FT WTD CEW
46PARKING
0
- 25 SPACES
30' CHECK'D BY: ARCHIVE #:
ACCESSIBLE PARKING - 2 SPACES (1 VAN) BUILDING
SETBACK DATE OF PRINT WTD H-___
PARKING STALL DIMENSIONS - 9x20 FT C 2021
462
BUILDING MAX HEIGHT 35 FT1 ZONING BOARD NOTES - SITE PLAN SHEETS
GENERAL NOTES 1 "BUILDING ELEVATIONS & HEIGHT CALCULATIONS" SHEET ADDED. GENERAL NOTES
ADDED TO SHEETS C2.01 AND C2.02.
1. ELEVATION VIEWS REFERENCE PLAN:
A. "APARTMENT RENOVATION EXTERIOR ELEVATIONS" SHEET A-2.1, FOR DANIEL BRUZGA, 6
OLD WINSLOW RD, WILMOT, NH 03287, PLAN DATED 7/10/18 AND PREPARED BY FRANK PLANNING BOARD NOTES #1 - SITE PLAN SHEETS
ANZALONE ASSOCIATES, ARCHITECTS AND PLANNERS, P.O. BOX 1016, NEW LONDON, NH
03257. THE FOLLOWING CHANGES HAVE BEEN INCLUDED IN THE REVISED SITE PLAN 11/16/20:
2. AS-BUILT BUILDING RIDGE AND EVE ELEVATIONS, FINAL GRADE ELEVATIONS, AND RAISED 1 THE PARKING LOT ALIGNMENT HAS BEEN ALTERED AND A HANDICAPPED SPACE ADDED,
RAISED STONEWALL PLANTING AREA ELEVATIONS ARE FROM A SURVEY COMPLETED BY INCREASING FROM 18 TO 19 PARKING SPACES IN THE LOWER PARKING AREA.
HORIZONS ENGINEERING ON 2/9/2021. BUILDING HEIGHT CALCULATIONS SHOWN BASED
ON SURVEY ELEVATIONS. REMAINING BASE PLAN SHOWN IS FROM A SURVEY BY ARTHUR F. 2 THE BERM ALONG THE NORTHERN FACE OF THE BUILDING HAS BEEN REDUCED AND STONE
SICILIANO JR. LLS, DATED NOVEMBER 2016. PLANTERS BUILT WITH STONE DRIP EDGE ALONG THE BUILDING. THESE ARE APPROVED IN
CONJUNCTION WITH A VARIANCE GRANTED THAT ADDRESSED THE HEIGHT OF THE
1 6 BUILDING WHICH EXCEEDS 35' ON THE NORTH SIDE.
3. VARIANCE FROM ARTICLE VI, SECTION FOR BUILDING HEIGHT (37'-5 2") GRANTED BY TOWN
OF WILMOT ZONING BOARD ON FEBRUARY 23, 2021.
3 FIVE PATIOS HAVE BEEN ADDED.
4. AS OF SEPTEMBER 2021, ANY AND ALL ON-SITE STORAGE AND MATERIALS PREVIOUSLY
SHOWN ON PLAN IN AREA TO WEST OF LOWER PARKING, EXTENDING WEST PAST LOWER 4 SITE LIGHTS LOCATIONS REVISED, TYPE(S) REVISED; (4)-POLE-MOUNTED SITE LIGHTS
PARKING CURRENTLY SHOWN HAVE BEEN REMOVED FROM SITE AS NOTIFIED BY OWNER. MILLENIUM R-SERIES.
5 TWO NORTHERN BUILDING ENTRANCE WALKWAYS HAVE BEEN ADDED, SECTIONS OF
EXISTING AND PROPOSED RETAINING WALLS HAVE BEEN ALTERED.
6 UNDERGROUND PROPANE TANK HAS BEEN ADDED. EXCAVATION FOR THE INSTALLATION OF
THE NEW TANK AND THE ASSOCIATED PIPING INTO THE BUILDING WILL BE REQUIRED.
PLANNING BOARD NOTES #2 - SITE PLAN SHEETS
THE FOLLOWING CHANGES HAVE BEEN INCLUDED IN THE REVISED SITE PLAN 12/16/21:
30'-6.5"
29'-7.0"
28'-8.0"
1 SITE LIGHTS ADDED; (4)-WALL-MOUNTED SCONCES HZ-4152, ACCENT
120V-GROUND-MOUNTED LIGHTS TO ILLUMINATE ENTRANCE SIGN.
30'-6.0"
19'-6.5"
2 RELOCATE ON-SITE DUMPSTER TO LOCATION NEAR EXISTING WELL.
23'-5.5"
21'-4.5"
22'-0.5"
26'-4.5"
3 EXISTING SHED TO BE REPLACED IN KIND.
4 DOUBLE EROSION CONTROLS ADDED ALONG NORTHERN EDGE OF PARKING LOT.
5 ALL WALKWAYS, PARKING, AND DRIVEWAYS TO BE PAVED EVENTUALLY. PAVED AREAS
SHOWN INDICATE FINAL SITE CONDITIONS. SITE PAVING WILL LIKELY OCCUR
INCREMENTALLY IN PHASES THROUGHOUT THE DURATION OF CONSTRUCTION.
6 GENERAL NOTES #3 AND #4 ADDED TO SHEETS C2.01 AND C2.02.
NOT TO SCALE
NOT TO SCALE
BUILDING HEIGHT CALCULATION - RIGHT
BUILDING HEIGHT CALCULATION - BACK
BUILDING SECTION HT 1 HT 2 HT 3 HEIGHT-AVG
BUILDING SECTION HT 1 HT 2 HT 3 HEIGHT-AVG
APARTMENT 26'-4.5" 30'-6.0" 19'-6.5" 25'-5.5"
FARMHOUSE 21'-4.5" 22'-0.5" 23'-5.5" 22'-3.5"
APARTMENT 30'-6.5" 28'-8.0" 29'-7.0" 29'-7.0"
36'-10.0"
30'-3.5"
31'-1.0"
34'-10.25"
\\192.168.51.155\newl\proj_2020\20838 DB - Old Winslow Road\DWGS\Final\20838_CUT SHEET-03.dwg, 12/20/2021 9:07:55 AM, CWaterman, DWG To PDF.pc3
37'-4.0"
37'-5.5"
37'-5.5"
23'-5.5"
30'-0.0"
24'-3.0"
28'-10.0"
30'-0.0"
28'-9.0"
21'-1.0"
LITTLETON NH NEWPORT VT
2 NEW LONDON NH POMFRET VT KENNEBUNK ME
db LANDSCAPING LLC
GROUND ELEVATION AT THE BUILDING
FACE AS SURVEYED 2/9/2021
6 OLD WINSLOW ROAD
GROUND ELEVATION AT THE BUILDING
FACE AS SURVEYED 2/9/2021
WILMOT, NEW HAMPSHIRE
NOT TO SCALE NOT TO SCALE
BUILDING ELEVATIONS
& HEIGHT CALCULATIONS
BUILDING HEIGHT CALCULATION - FRONT BUILDING HEIGHT CALCULATION - LEFT
NO. DATE REVISION DESCRIPTION ENG DWG
BUILDING SECTION HT 1 HT 2 HT 3 HEIGHT-AVG BUILDING SECTION HT 1 HT 2 HT 3 HEIGHT-AVG ORIGINAL APPROVED SITE PLAN, MARCH 6, 2017, AS
0 3/2017 AMENDED 2018, PREPARED BY A.C.ENGINERING & A.C.E A.C.E
CONSULTING
SITE PLAN REVISIONS, NOVEMBER 16, 2020. REFER TO
FARMHOUSE 30'-0.0" 28'-10.0" 28'-9.0" 29'-2.5" FARMHOUSE 23'-5.5" 24'-3.0" 30'-0.0" 25'-11.0" 1 11/2020 PLANNING BOARD NOTES #1 FOR DESCRIPTION OF CEW CEW
CHANGES
ZBA REVISIONS, FEBRUARY 11, 2021. REFER TO ZONING
2 2/2021 BOARD NOTES FOR DESCRIPTION OF CHANGES CEW CEW
APARTMENT 37'-4.0" 37'-5.5" 37'-5.5" 37'-5.0" APARTMENT 30'-3.5" 31'-1.0" 36'-10.0" 32'-9.0"
SITE PLAN REVISIONS, DECEMBER 16, 2021. REFER TO
3 12/2021 PLANNING BOARD NOTES #2 FOR DESCRIPTION OF CEW CEW
CHANGES
DATE: PROJECT #:
DEC. 2021 20838
ENGIN'D BY: DRAWN BY:
WTD CEW
CHECK'D BY: ARCHIVE #:
DATE OF PRINT WTD H-___
C 2021
FOR REVIEW
NOT FOR CONSTRUCTION HORIZONS ENGINEERING All rights reserved SHEET C2.02SEEDING RECOMMENDATIONS EROSION CONTROL GENERAL NOTES COLD WEATHER SITE STABILIZATION REQUIREMENTS LEVEL LIP SPREADER INSTALLATION CONSTRUCTION SEQUENCE
1. GRADING AND SHAPING TO ADEQUATELY PROTECT WATER QUALITY DURING COLD WEATHER AND DURING SPRING
A. KEEP SITE MODIFICATION TO A MINIMUM 1. CONSTRUCT THE LEVEL SPREADER LIP ON A ZERO PERCENT GRADE TO INSURE 1. PREPARE AN EROSION CONTROL PLAN OR A STORMWATER POLLUTION PREVENTION
A. SLOPES SHALL NOT BE STEEPER THAN 2:1; 3:1 SLOPES OR FLATTER ARE PREFERRED. WHERE MOWING WILL BE
1. CONSIDER FITTING THE BUILDINGS AND STREETS TO THE NATURAL TOPOGRAPHY. THIS REDUCES THE RUNOFF, THE FOLLOWING ADDITIONAL STABILIZATION TECHNIQUES SHALL BE EMPLOYED DURING UNIFORM SPREADING OF RUNOFF. PLAN (SWPPP) IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REQUIREMENTS.
DONE, 3:1 SLOPES OR FLATTER ARE RECOMMENDED.
NEED FOR CUTS AND FILLS. AVOID EXTENSIVE GRADING THAT WOULD ALTER DRAINAGE PATTERNS OR THE PERIOD FROM OCTOBER 15 THROUGH MAY 1:
2. SEEDBED PREPARATION CREATE VERY STEEP SLOPES. 2. LEVEL SPREADER SHALL BE CONSTRUCTED ON UNDISTURBED SOIL AND NOT ON 2. INSTALL CONSTRUCTION ENTRANCE, SEE DETAIL.
A. SURFACE AND SEEPAGE WATER SHOULD BE DRAINED OR DIVERTED FROM THE SITE TO PREVENT DROWNING 1. THE AREA OF EXPOSED, UNSTABILIZED SOIL SHALL BE LIMITED TO 1 ACRE AND SHALL BE PROTECTED AGAINST FILL.
OR WINTER KILLING OF THE PLANTS. 2. EXPOSE AREAS OF BARE SOIL TO EROSIVE ELEMENTS FOR THE SHORTEST TIME POSSIBLE. EROSION BY THE METHODS DESCRIBED IN THIS SECTION PRIOR TO ANY THAW OR SPRING MELT EVENT. THE 3. CUT AND CLEAR TREES WITHIN THE CLEARING LIMITS.
ALLOWABLE AREA OF EXPOSED SOIL MAY BE INCREASED IF A WINTER CONSTRUCTION PLAN, DEVELOPED BY A 3. AN EROSION STOP SHALL BE PLACED VERTICALLY A MINIMUM OF SIX INCHES DEEP
B. STONES LARGER THAN 4 INCHES AND TRASH SHOULD BE REMOVED BECAUSE THEY INTERFERE WITH SEEDING 3. SAVE AND PROTECT DESIRABLE EXISTING VEGETATION WHERE POSSIBLE. ERECT BARRIERS TO QUALIFIED ENGINEER OR A CPESC SPECIALIST, IS REVIEWED AND APPROVED BY NHDES. IN A SLIT TRENCH ONE FOOT BACK OF THE LEVEL LIP AND PARALLEL TO THE LIP. 4. INSTALL SEDIMENT FENCES, ROCK CHECK DAMS, AND OTHER APPROPRIATE EROSION
AND FUTURE MAINTENANCE OF THE AREA. WHERE FEASIBLE, THE SOIL SHOULD BE AMENDED WITH ORGANIC PREVENT DAMAGE FROM CONSTRUCTION EQUIPMENT. CONTROL MEASURES AT LOCATIONS SHOWN ON THE PLANS AND AS NEEDED.
THE EROSION STOP SHALL EXTEND THE ENTIRE LENGTH OF THE LEVEL LIP.
MATTER AND TILLED TO A DEPTH OF ABOUT 4 INCHES TO PREPARE A SEEDBED AND MIX FERTILIZER AND LIME
2. ALL PROPOSED VEGETATED AREAS HAVING A SLOPE OF LESS THAN 15% WHICH DO NOT EXHIBIT A MINIMUM OF
THOROUGHLY INTO THE SOIL. THE SEEDBED SHOULD BE LEFT IN A REASONABLY FIRM AND SMOOTH 5. GRUB SITE WITHIN GRADING LIMITS.
CONDITION. THE LAST TILLAGE OPERATION SHOULD BE PERFORMED ACROSS THE SLOPE WHEREVER 4. LIMIT THE GRADES OF SLOPES SO VEGETATION CAN BE EASILY ESTABLISHED AND MAINTAINED. 85% VEGETATIVE GROWTH BY OCTOBER 15, OR WHICH ARE DISTURBED AFTER OCTOBER 15, SHALL BE SEEDED 4. THE ENTIRE LEVEL LIP AREA SHALL BE PROTECTED BY PLACING TWO STRIPS OF
PRACTICAL. AND COVERED WITH 3 TO 4 TONS OF HAY OR STRAW MULCH PER ACRE, SECURED WITH ANCHORED NETTING OR JUTE OR EXCELSIOR MATTING ALONG THE LIP. EACH STRIP SHALL OVERLAP THE 6. STRIP AND STOCKPILE TOPSOIL AND INSTALL EROSION CONTROL MEASURES.
5. AVOID SUBSTANTIAL INCREASE IN RUNOFF LEAVING THE SITE. TACKIFIER, OR 2 INCHES OF EROSION CONTROL MIX MEETING THE CRITERIA OF ENV-WQ 1506.05(D) THROUGH EROSION STOP BY AT LEAST SIX INCHES.
3. ESTABLISHING VEGETATION (H). 7. INSTALL/ADJUST SEDIMENT FENCE, CHECK DAMS, AND HAYBALES, AS REQUIRED.
A. LIME AND FERTILIZER SHOULD BE APPLIED PRIOR TO OR AT THE TIME OF SEEDING AND INCORPORATED INTO B. MINIMIZE POLLUTION OF WATER DURING CONSTRUCTION ACTIVITIES 5. THE ENTRANCE CHANNEL TO THE LEVEL SPREADER SHALL NOT EXCEED A 1
THE SOIL. KINDS AND AMOUNTS OF LIME AND FERTILIZER SHOULD BE BASED ON AN EVALUATION OF SOIL 1. STOCKPILE TOPSOIL REMOVED FROM CONSTRUCTION AREA AND SPREAD OVER ANY DISTURBED AREAS 3. ALL PROPOSED VEGETATED AREAS HAVING A SLOPE OF GREATER THAN 15% WHICH DO NOT EXHIBIT A MINIMUM PERCENT GRADE FOR AT LEAST 50 FEET BEFORE ENTERING INTO THE SPREADER.
TESTS. WHEN A SOIL TEST IS NOT AVAILABLE, THE FOLLOWING MINIMUM AMOUNTS SHOULD BE APPLIED: 8. CONSTRUCT PERMANENT STORMWATER CONTROLS AS SOON AS PRACTICAL. DO NOT
PRIOR TO REVEGETATION. TOPSOIL STOCKPILES MUST BE PROTECTED FROM EROSION. OF 85% VEGETATIVE GROWTH BY OCTOBER 15, OR WHICH ARE DISTURBED AFTER OCTOBER 15, SHALL BE DIRECT STORMWATER TOWARD TREATMENT BASINS, PONDS, SWALES, DITCHES AND
SEEDED AND COVERED WITH PROPERLY INSTALLED AND ANCHORED EROSION CONTROL MATTING OR WITH A 6. THE FLOW FROM THE LEVEL SPREADER SHALL OUTLET ONTO STABILIZED AREAS. LEVEL SPREADERS UNTIL THEY HAVE BEEN STABILIZED.
-AGRICULTURAL LIMESTONE, 2 TONS PER ACRE OR 100 LBS. PER 1,000 SQ. FT.
-NITROGEN (N), 50 LBS., PER ACRE OR 1.1 LBS. PER 1,000 SQ. FT. 2. PROTECT BARE SOIL AREAS EXPOSED BY GRADING ACTIVITIES WITH TEMPORARY VEGETATION OR MINIMUM 4 INCH THICKNESS OF EROSION CONTROL MIX MEETING THE CRITERIA OF ENV-WQ 1506.05(D) WATER SHOULD NOT RE-CONCENTRATE IMMEDIATELY BELOW THE SPREADER.
-PHOSPHATE (P2 O5), 100 LBS. PER ACRE OR 2.2 LBS. PER 1,000 SQ. FT. MULCHES. THROUGH (H). 9. PROCEED WITH WORK, LIMITING THE DURATION 0F DISTURBANCE. THE MAXIMUM OF
-POTASH (K 20), 100 LBS. PER ACRE OR 2.2 LBS. PER 1,000 SQ. FT. 7. PERIODIC INSPECTION AND REQUIRED MAINTENANCE SHALL BE PERFORMED. UNCOVERED DISTURBED EARTH AT ANY ONE TIME IS FIVE ACRES. THE MAXIMUM
3. USE SEDIMENT BASINS TO TRAP DEBRIS AND SEDIMENT WHICH WILL PREVENT THESE MATERIALS 4. INSTALLATION OF ANCHORED HAY MULCH OR EROSION CONTROL MIX, MEETING THE CRITERIA OF ENV-WQ LENGTH OF TIME THAT DISTURBED EARTH MAY BE LEFT UNSTABILIZED IS 45 DAYS.
(NOTE: THIS IS THE EQUIVALENT OF 500 LBS. PER ACRE OF 10-20-20 FERTILIZER OR 1,000 LBS. PER ACRE OF FROM MOVING OFF SITE. 1506.05(D) THROUGH (H), SHALL NOT OCCUR OVER SNOW OF GREATER THAN 1 INCH IN DEPTH. 8. PROTECTIVE MATERIAL AND EROSION STOP SHALL BE NORTH AMERICAN GREEN
5-10-10). C125 EROSION CONTROL BLANKET OR APPROVED EQUAL. 10. BEGIN SEEDING AND MULCHING IMMEDIATELY AFTER GRADING. ALL DISTURBED
4. USE DIVERSIONS TO DIRECT WATER AROUND THE CONSTRUCTION AREA AND AWAY FROM EROSION 5. INSTALLATION OF EROSION CONTROL MATTING SHALL NOT OCCUR OVER SNOW OF GREATER THAN ONE INCH IN AREAS SHALL BE STABILIZED WITH APPROVED METHODS WITHIN 72 HOURS OF
B. SEED SHOULD BE SPREAD UNIFORMLY BY THE METHOD MOST APPROPRIATE FOR THE SITE. METHODS INCLUDE ACHIEVING FINISHED GRADE.
PRONE AREAS TO POINTS OF SAFE DISPOSAL. DEPTH OR ON FROZEN GROUND.
BROADCASTING, DRILLING, AND HYDROSEEDING. WHERE BROADCASTING IS USED, COVER SEED WITH .25
INCH OF SOIL OR LESS, BY CULTIPACKING OR RAKING. AN AREA SHALL BE CONSIDERED STABLE IF ONE OF THE FOLLOWING HAS OCCURRED:
5. USE TEMPORARY CULVERTS OR BRIDGES WHEN CROSSING STREAMS WITH EQUIPMENT. 6. ALL PROPOSED STABILIZATION IN ACCORDANCE WITH NOTES 2 OR 3 ABOVE, SHALL BE COMPLETED WITHIN 1 DAY OVERLAP BOTH STRIPS OF PROTECTIVE
OF ESTABLISHING THE GRADE THAT IS FINAL OR THAT OTHERWISE WILL EXIST FOR MORE THAN 5 DAYS. MATERIAL OVER EROSION STOP A MINIMUM
A) BASE COURSE GRAVELS HAVE BEEN INSTALLED IN AREAS TO BE PAVED;
C. SEEDING GUIDE: FIRST STRIP OF
SOIL TYPE 6. PLACE CONSTRUCTION FACILITIES, MATERIALS, AND EQUIPMENT STORAGE AND MAINTENANCE AREAS OF 6 INCHES B) A MINIMUM OF 85% VEGETATED GROWTH HAS BEEN ESTABLISHED;
SEEDING PROTECTIVE
AWAY FROM DRAINAGE WAYS. MATERIAL C) A MINIMUM OF 3" OF NON-EROSIVE MATERIAL SUCH AS STONE OR
MIXTURE WELL MOD. WELL POORLY 7. ALL DITCHES OR SWALES WHICH DO NOT EXHIBIT A MINIMUM OF 85% VEGETATIVE GROWTH BY OCTOBER 15, OR
USE (SEE 3D) DROUGHTY DRAINED DRAINED DRAINED SECOND STRIP OF RIPRAP HAS BEEN INSTALLED; OR
WHICH ARE DISTURBED AFTER OCTOBER 15, SHALL BE STABILIZED TEMPORARILY WITH STONE OR EROSION PROTECTIVE MATERIAL D) EROSION CONTROL BLANKETS HAVE BEEN PROPERLY INSTALLED.
C. PROTECT AREA AFTER CONSTRUCTION. CONTROL BLANKETS APPROPRIATE FOR THE DESIGN FLOW CONDITIONS, AS DETERMINED BY THE OWNER'S EXISTING GRAD
E
STEEP CUTS AND FILLS, A FAIR GOOD GOOD FAIR 1. ESTABLISH GRASS OR OTHER SUITABLE VEGETATION ON ALL DISTURBED AREAS. SELECT SPECIES DE
ENGINEERING CONSULTANT. GRA 11. INSPECT ALL EROSION CONTROL MEASURES ON A DAILY BASIS AND AFTER EVERY 0.5
BORROW AND DISPOSAL AREAS B POOR GOOD FAIR FAIR ADAPTED TO THE SITE CONDITIONS AND THE FUTURE USE OF THE AREA. FINAL GRADES SHALL BE ISH
C FAIR EXCELLENT EXCELLENT POOR FIN INCHES OF PRECIPITATION. MAINTAIN SEDIMENT FENCE, SEDIMENT TRAPS, HAY
SEEDED WITHIN 72 HOURS. STABILIZATION SHALL BE DEFINED AS 85% VEGETATIVE COVER. 8. AFTER OCTOBER 15, INCOMPLETE ROAD OR PARKING AREAS WHERE ACTIVE CONSTRUCTION OF THE ROAD OR 6" MIN.
BALES, ETC., AS NECESSARY.
WATERWAYS, EMERGENCY SPILL- A GOOD GOOD GOOD FAIR PARKING AREA HAS STOPPED FOR THE WINTER SEASON SHALL BE PROTECTED WITH A MINIMUM 3 INCH LAYER OF EROSION STOP
2. MAINTAIN VEGETATED AREAS USING PROPER VEGETATIVE 'BEST MANAGEMENT PRACTICES' DURING LEVEL LIP OF
WAYS, AND OTHER CHANNELS BASE COURSE GRAVELS MEETING THE GRADATION REQUIREMENTS OF NHDOT STANDARD SPECIFICATION FOR 1' 12. PAVE ROADWAYS AND/OR PARKING AREAS.
SPREADER
WITH FLOWING WATER THE CONSTRUCTION PERIOD. ROAD AND BRIDGE CONSTRUCTION, 2016, ITEM NO. 304.1 OR 304.2.
6' MINIMUM
13. PLACE TOPSOIL, SEED AND MULCH.
LIGHTLY USED PARKING LOTS, ODD A GOOD GOOD GOOD FAIR 3. MAINTAIN NEEDED STRUCTURAL 'BEST MANAGEMENT PRACTICES' AND REMOVE SEDIMENT FROM
AREAS, UNUSED LANDS, AND LOW B GOOD GOOD FAIR POOR DETENTION PONDS AND SEDIMENT BASINS AS NEEDED. 14. COMPLETE ALL REMAINING PERMANENT EROSION CONTROL STRUCTURES.
INTENSITY USE RECREATION SITES BLANKETS SHOULD BE INSTALLED
VERTICALLY DOWNSLOPE.
4. DETERMINE RESPONSIBILITY FOR LONG TERM MAINTENANCE OF PERMANENT 'BEST MANAGEMENT 15. MONITOR THE SITE AND MAINTAIN STRUCTURES AS NEEDED UNTIL FULL
D. SEEDING RATES: PRACTICES'. TAMP SO
IL OVER LEVEL SPREADER DETAIL VEGETATION IS ESTABLISHED.
MAT/BLA
POUNDS POUNDS PER NKET NO SCALE
MIXTURE PER ACRE 1,000 SQ. FT. 5. IF CONSTRUCTION IS ANTICIPATED DURING WINTER MONTHS, REFER TO 'COLD WEATHER SITE SOURCE: ROCKINGHAM COUNTY CONSERVATION SERVICE
STABILIZATION REQUIREMENTS'.
A TALL FESCUE 20 0.45
CREEPING RED FESCUE 20 0.45 D. INVASIVE SPECIES AND FUGITIVE DUST 3'
E
OP
REDTOP 2 0.05 1. THE PROJECT SHALL NOT CONTRIBUTE TO THE SPREAD OF INVASIVE SPECIES. PRIOR TO 6'
SL
TOTAL: 42 0.95
CONSTRUCTION, THE CONTRACTOR SHALL EVALUATE WORK AREAS FOR THE PRESENCE OF INVASIVE
2:1
SPECIES, AND IF FOUND SHALL TAKE NECESSARY MEASURES TO PREVENT THEIR SPREAD IN 2"-3" STONE, TYP.
B TALL FESCUE 15 0.35
CREEPING RED FESCUE 10 0.25 ACCORDANCE WITH RSA 430:51-57 AND AGR 3800. THE CONTRACTOR SHALL TAKE ALL NECESSARY NOTES
CROWN VETCH OR 15 OR 0.35 OR MEASURES TO PREVENT THE INTRODUCTION OF INVASIVE SPECIES BY INSPECTING AND CLEANING ALL
FLATPEA 30 0.75 EQUIPMENT ARRIVING ON SITE. 1. CONSTRUCT ROCK CHECK DAMS WHERE INDICATED ON THE PLANS OR AS NECESSARY.
TOTAL: 40 OR 55 0.95 OR 1.35 6"
2. CONSTRUCT SPILLWAY IN CENTER OF ROCK CHECK DAM 6" BELOW TOP OF CHANNEL.
2. FUGITIVE DUST SHALL BE CONTROLLED IN ACCORDANCE WITH ENV-A 1000.
C TALL FESCUE 20 0.45 24",TYP.
FLATPEA 30 0.75 EROSION CONTROL BLANKET 3. THE MAXIMUM SPACING BETWEEN THE CHECK DAMS SHOULD BE SUCH THAT THE TOE
12" SHALL BE NORTH AMERICAN OF THE UPSTREAM CHECK DAM IS AT THE SAME ELEVATION AS THE SPILLWAY
TOTAL: 50 1.20 ELEVATION OF THE DOWNSTREAM CHECK DAM, THIS WILL VARY DEPENDING ON THE
GREEN ROLLMAX S150BN OR SLOPE OF THE CHANNEL.
E. WHEN SEEDED AREAS ARE MULCHED, PLANTINGS MAY BE MADE FROM EARLY SPRING TO SEPTEMBER 15. APPROVED EQUAL UNLESS
WHEN SEEDED AREAS ARE NOT MULCHED, PLANTINGS SHOULD BE MADE FROM EARLY SPRING TO MAY 20 OR OTHERWISE SPECIFIED ON 4. ROCK CHECK DAMS SHALL CONSIST OF A WELL GRADED MIXTURE OF 2" - 3" STONE.
FROM AUGUST 10 TO SEPTEMBER 1. SECTION VIEW
THE PLANS
5. REMOVE ROCK CHECK DAMS AND ANY ACCUMULATED SILT IN CHANNEL ONCE
F. TEMPORARY SEEDING RATES: PERMANENT CHANNEL LININGS HAVE BEEN ESTABLISHED AND STABILIZED.
POUNDS POUNDS PER SEDIMENT FENCE CHANNEL TOP
OF BANK DISTANCE VARI
SPECIES PER ACRE 1,000 SQ. FT. REMARKS ES DEPENDING
ON CHANNEL SL
OPE
12" 2 (TYP.)
WINTER RYE 112 2.5 BEST FOR FALL SEEDING. SEED FROM AUGUST TO SEPTEMBER 24"
FL
5TH FOR BEST COVER. SEED TO A DEPTH OF 1 INCH. 6" 1
WO
FL
STAKED 1 1/2"
OW
OATS 80 2.0 BEST FOR SPRING SEEDING. SEED NO LATER THAN MAY 15TH SEE NOTE 3
FOR SUMMER PROTECTION. SEED TO A DEPTH OF 1 INCH. 2'-0" HAYBALES
ANNUAL 40 1.0 GROWS QUICKLY, BUT IS OF SHORT DURATION. USE WHERE ISOMETRIC VIEW STAPLES
6'-0"
RYEGRASS APPEARANCES ARE NOT IMPORTANT. SEED EARLY SPRING
AND/OR BETWEEN AUGUST 15TH AND SEPTEMBER 15TH. 4' PROFILE VIEW
COVER SEED WITH NO MORE THAN 0.25 INCH OF SOIL. NOTES:
1. DIMENSION GIVEN IN THE DRAWINGS ARE
PERENNIAL 30 0.7 GOOD COVER WHICH IS LONGER LASTING THAN ANNUAL EXAMPLES; DEVICE SHOULD BE INSTALLED PER
RYEGRASS RYEGRASS. SEED BETWEEN APRIL 1ST AND JUNE 1ST AND/OR
BETWEEN AUGUST 15TH AND SEPTEMBER 15TH. MULCHING
MANUFACTURER'S SPECIFICATIONS.
12" ROCK CHECK DAM DETAIL
WILL ALLOW SEEDING THROUGHOUT THE GROWING SEASON. NO SCALE
SEED TO A DEPTH OF APPROXIMATELY 0.5 INCH. 3'-0" MIN. 2. SLOPE SURFACE SHALL BE FREE OF ROCKS,
OVERLAP CLODS, STICKS AND GRASS. MATS/BLANKETS
\\192.168.51.155\newl\proj_2020\20838 DB - Old Winslow Road\DWGS\Final\20838-COVER_DETAILS-03.dwg, 12/20/2021 9:02:43 AM, CWaterman, DWG To PDF.pc3
4. MULCH SHALL HAVE GOOD SOIL CONTACT. 1
A. HAY, STRAW, OR OTHER MULCH, WHEN NEEDED, SHOULD BE APPLIED IMMEDIATELY AFTER SEEDING. DETAIL DIGITIZED FROM NEW HAMPSHIRE
STORMWATER MANUAL, VOLUME 3, NHDES 2008
3. APPLY PERMANENT SEEDING BEFORE
B. MULCH WILL BE HELD IN PLACE USING APPROPRIATE TECHNIQUES FROM THE BEST MANAGEMENT PRACTICE
FOR MULCHING.
PLACING BLANKETS.
EROSION CONTROL BLANKET
4. LAY BLANKETS LOOSELY AND STAKE OR EXISTING PAVEMENT
5. MAINTENANCE TO ESTABLISH A STAND
A. PLANTED AREAS SHOULD BE PROTECTED FROM DAMAGE BY FIRE, GRAZING, TRAFFIC, AND DENSE WEED STAPLE TO MAINTAIN DIRECT CONTACT WITH INSTALLATION DETAIL 75' MIN. WITHOUT MOUNTABLE BERM
GROWTH. SEDIMENT FENCE POCKET THE SOIL. DO NOT STRETCH. NOT TO SCALE 50'MIN. WITH MOUNTABLE BERM
3'
NO SCALE
B. FERTILIZATION NEEDS SHOULD BE DETERMINED BY ON SITE INSPECTIONS. SUPPLEMENTAL FERTILIZER IS
LITTLETON NH NEWPORT VT
USUALLY THE KEY TO FULLY COMPLETE THE ESTABLISHMENT OF THE STAND BECAUSE MOST PERENNIALS TAKE
NEW LONDON NH POMFRET VT KENNEBUNK ME
2 TO 3 YEARS TO BECOME ESTABLISHED. 8" MIN.
FILTER CLOTH MANDATORY MOUNTABLE BERM
C. IN WATERWAYS, CHANNELS, OR SWALES WHERE UNIFORM FLOW CONDITIONS ARE ANTICIPATED, OCCASIONAL BENEATH STONE PROFILE FOR ENTRANCES 50' TO 74' LONG.
MOWING MAY BE NECESSARY TO CONTROL GROWTH OF WOODY VEGETATION.
36" MIN. FENCE POSTS, DRIVEN
MIN. 16" INTO GROUND EXISTING GROUND db LANDSCAPING LLC
10'
3" OVERLAP WHEN
MAX
.C
50' MIN.
. TO
LAPPING ROLLS STAPLE ALL EDGES ON CONSTRUCTION NOTES C. (SEE NOTES ABOVE) 6 OLD WINSLOW ROAD
12" CENTERS FOR SEDIMENT FENCE 10'
WOVEN WIRE FENCE CLASS C STONE FILL ITEM 585.3,
6" FOLDED UNDER TOP (& 1. WOVEN WIRE FENCE, IF REQUIRED, (14-1/2 GA. MIN., MINIMUM STONE SIZE 3 INCHES WILMOT, NEW HAMPSHIRE
EXISTING PAVEMENT
TO BE FASTENED SECURELY TO FENCE MAX. 6" MESH SPACING)
BOTTOM) OF SLOPE WITH FILTER CLOTH OVER
POSTS WITH WIRE TIES OR STAPLES.
2. FILTER CLOTH TO BE FASTENED FLOW EROSION CONTROL NOTES
STAPLE ALL EDGES ON
SECURELY TO WOVEN WIRE FENCE 12' MIN. AND DETAILS
WITH TIES SPACED EVERY 24" AT
12" CENTERS TOP, MID SECTION, AND BOTTOM. NO. DATE REVISION DESCRIPTION ENG DWG
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN HEIGHT OF FILTER ORIGINAL APPROVED SITE PLAN, MARCH 6, 2017, AS
STAPLES ARE 12" APART ON EXISTING GROUND 0 3/2017 AMENDED 2018, PREPARED BY A.C.ENGINERING & A.C.E A.C.E
EACH OTHER, THEY SHALL BE OVERLAPPED BY 6 FLOW CONSULTING
INSIDE EDGES SITE PLAN REVISIONS, NOVEMBER 16, 2020. REFER TO
= 16" MIN.
INCHES, FOLDED AND STAPLED. 10' 1 11/2020 PLANNING BOARD NOTES #1 FOR DESCRIPTION OF CEW CEW
CHANGES
6" OVERLAP WHEN 20"
FLOW ZBA REVISIONS, FEBRUARY 11, 2021. REFER TO ZONING
JOINING ROLLS 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND 2 2/2021 BOARD NOTES FOR DESCRIPTION OF CHANGES CEW CEW
MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE PLAN 10' SITE PLAN REVISIONS, DECEMBER 16, 2021. REFER TO
MAX.
3 12/2021 PLANNING BOARD NOTES #2 FOR DESCRIPTION OF CEW CEW
24"
SEDIMENT FENCE, OR 50% OF CAPACITY IS USED. CHANGES
24" DATE: PROJECT #:
8"
5. 12" DIAMETER FILTREXX SILTSOXX UNDISTURBED GROUND
MAX. SHALL BE CONSIDERED AN ACCEPTABLE EQUAL TO STABILIZED CONSTRUCTION ENTRANCE DEC. 2021 20838
last revised: 2018-APR-18
NO STAPLES ARE TO BE SEDIMENT FENCE IF INSTALLED PER MANUFACTURER'S EMBED FILTER CLOTH
ENGIN'D BY: DRAWN BY:
NOT TO SCALE
16"
6" FOLDED UNDER BOTTOM (& OVER 24" APART RECOMMENDATIONS. MIN. 8" INTO GROUND
TOP) OF SLOPE (CENTER TO CENTER) WTD CEW
ALL STAPLES TO BE 6 CHECK'D BY: ARCHIVE #:
MULCH NETTING DETAIL INCH STAPLES SEDIMENT FENCE FOR REVIEW
DATE OF PRINT
C 2021 WTD H-___
NO SCALE
SOURCE: USDA SOIL CONSERVATION SERVICE
NO SCALE
NOT FOR CONSTRUCTION HORIZONS ENGINEERING All rights reserved SHEET C3.012" HEADWIDTH WOODEN STAKES
PLACED 10' ON CENTER
FILTREXX ® SILT SOXX ™
(8", 9", OR 12" TYPICAL)
STUMP GRINDINGS TOP OF SLOPE AREA TO BE
BERM PROTECTED
WORK AREA
FLOW
24" MIN.You can also read
