prepared for northern pass transmission, llc proposed transition station … · 2015. 10. 19. ·...
TRANSCRIPT
NORTH
SITE DEVELOPMENT PLANSPREPARED FOR
NORTHERN PASS TRANSMISSION, LLCPROPOSED TRANSITION STATION #4
HEATH ROAD, STEWARTSTOWN, NH 03576
OWNER:
ENGINEER:
Z:\CLIENTS\TND\NUSC\58466_NPT\DESIGN\SUBSTATION\400-TRANSITION_STATION-4\CADD\CIVIL-SITE\NPTT401-CVR.DWG 10/5/2015 6:40 AM KAMARX
0
SCALE IN FEET
2000' 4000'
VICINITY MAP
SOURCE: LOVERING MOUNTAIN & DIAMOND POND, NH USGS MAPS
SITE
NEW HAMPSHIRE STATE LAW REQUIRES HOMEOWNERS AND CONTRACTORS TO
CONTACT DIG SAFE, BY DIALING 8-1-1 AT LEAST THREE BUSINESS DAYS BEFORE
BEGINNING ANY DIGGING OR EXCAVATION PROJECT. WHEN DIG SAFE RECEIVES A
CALL, THE HOMEOWNER OR CONTRACTOR MUST WAIT 72 BUSINESS HOURS.
DURING THIS TIME, UTILITY REPRESENTATIVES RESPOND TO MARK THEIR LINES
WITHIN YOUR PRE-MARKED AREA. ALL INFORMATION REGARDING DIG SAFE RULES
AND REGULATIONS CAN ALSO BE FOUND AT www.digsafe.com.
OCTOBER 1, 2015
FOR PERMITTINGPURPOSES ONLY
NOT FOR CONSTRUCTION
DRAWING INDEX
DRAWING DESCRIPTION
CVR COVER SHEET
G001 GENERAL NOTES AND LEGEND
C100 SITE LAYOUT PLAN
C101 GRADING PLAN
C102 EROSION AND SEDIMENTATION CONTROL PLAN
C103 PLANTING PLAN
C104 STORMWATER SYSTEM PLAN
C200 ACCESS ROAD PROFILE
C300 SITE CROSS SECTION A-A
C301 SITE CROSS SECTION B-B
C500 EROSION AND SEDIMENTATION CONTROL NOTES
C501 EROSION AND SEDIMENTATION CONTROL DETAILS
C502 EROSION AND SEDIMENTATION CONTROL DETAILS
C503 CONSTRUCTION DETAILS
C504 CONSTRUCTION DETAILS
C505 CONSTRUCTION DETAILS
C506 CONSTRUCTION DETAILS
C507 CONSTRUCTION DETAILS
C508 CONSTRUCTION DETAILS
C509 CONSTRUCTION DETAILS
C510 CONSTRUCTION DETAILS
BACKGROUND NOTES:
1. BACKGROUND INFORMATION TAKEN FROM "EXISTING CONDITIONS PLAN"
FOR TRANSITION STATION #4, HEATH ROAD, STEWARTSTOWN, NH.
PREPARED BY CHA, CONSULTING, INC. DATED AUGUST 26, 2014. LAST
REVISED OCTOBER 14, 2014. SURFACE OBSERVABLE INFORMATION
SHOWN HEREON IS THE RESULT OF AN ON-THE-GROUND SURVEY
PERFORMED BY CHA, CONSULTING INC. ON OR BETWEEN OCTOBER 16,
2013 AND AUGUST 22, 2014. WETLAND FLAGS SHOWN HEREON ARE BASED
ON FIELD LOCATIONS BY CHA, CONSULTING, INC. IN NOVEMBER 2013.
LOCATIONS PROVIDED BY NORMANDEAU, WETLANDS WERE DELINEATED
BY NORMANDEAU IN 2013.
2. ELEVATIONS, CONTOURS AND BENCHMARKS ARE BASED ON NAVD 1988
VERTICAL DATUM.
3. HORIZONTAL LOCATIONS ARE BASED ON NEW HAMPSHIRE STATE PLANE
COORDINATE SYSTEM NAD 83.
4. THERE ARE DELINEATED WETLANDS AND WATERCOURSES LOCATED
ONSITE. REFER TO WETLANDS, RIVERS, STREAMS AND VERNAL POOLS
DELINEATION REPORT BY NORMANDEAU ENVIRONMENTAL CONSULTANTS
DATED NOVEMBER 22, 2013.
5. THE SITE IS LOCATED WITHIN ZONE 'X' FLOOD ZONE AREAS DETERMINED
TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN ACCORDING TO
THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE
RATE MAP NUMBER 33007C0365D PANEL 365 OF 1300, COOS COUNTY, NH,
DATED FEBRUARY 20, 2013.
6. PROPERTY AREA = 43.11 ACRES, NPDES/LIMIT OF DISTURBANCE (LOD)
AREA TOTAL = 3.14 ACRES (OF WHICH 3.03 ACRES IS ON-SITE, 0.11 ACRES
IS OFF-SITE.
GENERAL NOTES:
1. GENERAL NOTES SHALL APPLY TO THE SITE DEVELOPMENT PLANS
THROUGHOUT. REFER TO INDIVIDUAL SHEETS FOR SHEET SPECIFIC
NOTES.
2. CONTRACTOR(S) TO TAKE AND VERIFY ALL DIMENSIONS AND CONDITIONS
OF THE WORK AND BE RESPONSIBLE FOR COORDINATION OF SAME. FIELD
VERIFY ALL EXISTING CONDITIONS PRIOR TO START OF WORK.
3. ENGINEER ASSUMES NO RESPONSIBILITY AS TO THE CONTENT OF THE
EXISTING CONDITIONS PLAN INCLUDING BUT NOT LIMITED TO LOCATION,
SIZE, AND ELEVATIONS OF UTILITIES AND STRUCTURES NOT VISIBLE AND
WHERE TAKEN FROM PLANS BY OTHERS.
4. EXISTING CONDITIONS SURVEY INFORMATION ON EXISTING UTILITIES AND
STORM DRAINAGE SYSTEMS HAS BEEN COMPILED FROM AVAILABLE
INFORMATION INCLUDING UTILITY COMPANY AND MUNICIPAL RECORD
MAPS AND/OR FIELD SURVEY AND IS NOT GUARANTEED CORRECT OR
COMPLETE. UTILITIES AND STORM DRAINAGE SYSTEMS ARE SHOWN TO
ALERT THE CONTRACTOR TO THEIR PRESENCE AND THE CONTRACTOR IS
SOLELY RESPONSIBLE FOR DETERMINING ACTUAL LOCATIONS AND
ELEVATIONS OF ALL UTILITIES AND STORM DRAINAGE SYSTEMS
INCLUDING SERVICES. PRIOR TO DEMOLITION OR CONSTRUCTION, THE
CONTRACTOR SHALL CONTACT “DIGSAFE” PRIOR TO COMMENCEMENT OF
WORK AT “811” AND VERIFY ALL UTILITY AND STORM DRAINAGE SYSTEM
LOCATIONS.
5. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE AND BUILDING
CONDITIONS IN THE FIELD AND CONTACT THE OWNER AND ENGINEER IF
THERE ARE ANY QUESTIONS AND/OR CONFLICTS REGARDING THE PLANS
AND/OR EXISTING FIELD CONDITIONS PRIOR TO CONSTRUCTION. REFER
TO THE PROJECT SPECIFICATIONS MANUAL FOR ADDITIONAL
INFORMATION. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED,
EXISTING PIPING OR OTHER UTILITY BE UNCOVERED DURING
EXCAVATION, INFORM THE OWNER AND CONSULT THE CIVIL ENGINEER
IMMEDIATELY FOR DIRECTIONS BEFORE PROCEEDING FURTHER WITH
WORK IN THIS AREA.
6. ALL CONSTRUCTION SHALL COMPLY WITH PROJECT SPECIFICATION
MANUAL, EVERSOURCE STANDARDS AND SPECIFICATIONS, AND THESE
PLANS. IF SPECIFICATIONS ARE IN CONFLICT, THE MORE STRINGENT
SPECIFICATION SHALL APPLY. ALL CONSTRUCTION SHALL BE
PERFORMED IN ACCORDANCE WITH ALL APPLICABLE OSHA, FEDERAL,
STATE AND LOCAL REGULATIONS. INCLUDING BUT NOT LIMITED TO THE
FOLLOWING:
a. NEW HAMPSHIRE STORMWATER MANUAL, VOLUMES 1, 2 & 3,
DECEMBER 2008.
b. NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION MANUAL ON
DRAINAGE DESIGN FOR HIGHWAYS, REVISION DATE APRIL 1998.
c. NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION STANDARD
PLANS AND SPECIFICATIONS (2010).
d. EVERSOURCE BEST MANAGEMENT PRACTICES MANUAL (TO BE
FURTHER DEVELOPED).
e. EVERSOURCE STANDARD SPECIFICATIONS (10-24-2014).
7. DO NOT INTERRUPT EXISTING SERVICING UTILITIES AND FACILITIES
OCCUPIED AND USED BY THE OWNER OR OTHERS DURING OCCUPIED
HOURS EXCEPT WHEN SUCH INTERRUPTIONS HAVE BEEN AUTHORIZED IN
WRITING BY THE OWNER, THE LOCAL MUNICIPALITIES, THE UTILITY
PROVIDER, AND ANY APPLICABLE REGULATORY AGENCY. INTERRUPTIONS
SHALL ONLY OCCUR AFTER ACCEPTABLE TEMPORARY SERVICE HAS
BEEN PROVIDED.
8. THE CONTRACTOR SHALL PROVIDE RECORD AS-BUILT DRAWINGS OF ALL
CONSTRUCTION IN ACCORDANCE WITH OWNER AND REGULATORY
AGENCY REQUIREMENTS (INCLUDING UNDERGROUND UTILITIES) TO THE
OWNER AT THE END OF CONSTRUCTION.
9. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS.
THE CONTRACTOR SHALL USE CAUTION WHEN SCALING PLANS. IN CASE
OF CONFLICT BETWEEN PLAN SET AND ANY OTHER DRAWING AND/OR
SPECIFICATION, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY FOR
CLARIFICATION.
10. IF A CONFLICT ARISES BETWEEN PLANS, SPECIFICATIONS, AND/OR
DETAILS, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY FOR
CLARIFICATION.
11. THE CONTRACTOR SHALL ABIDE BY ALL OSHA, FEDERAL, STATE, AND
LOCAL REGULATIONS IN ALL INSTANCES AND WHEN OPERATING CRANES,
BOOMS, HOISTS, ETC. IN CLOSE PROXIMITY TO OVERHEAD ELECTRIC
LINES. IF CONTRACTOR MUST OPERATE EQUIPMENT CLOSE TO ELECTRIC
LINES, CONTACT POWER COMPANY TO MAKE ARRANGEMENT FOR
PROPER SAFEGUARDS. ANY UTILITY COMPANY FEES SHALL BE PAID FOR
BY THE CONTRACTOR.
12. THE ENGINEER IS NOT RESPONSIBLE FOR SITE SAFETY MEASURES TO BE
EMPLOYED DURING CONSTRUCTION. THE ENGINEER HAS NO
CONTRACTUAL DUTY TO CONTROL THE SAFEST METHODS OR MEANS OF
THE WORK, JOB SITE RESPONSIBILITIES, SUPERVISION OR TO SUPERVISE
SAFETY AND DOES NOT VOLUNTARILY ASSUME ANY SUCH DUTY OR
RESPONSIBILITY.
13. ALL NOTES AND DIMENSIONS DESIGNATED "TYPICAL" OR "(TYP.)" APPLY
TO ALL LIKE OR SIMILAR CONDITIONS THROUGHOUT THE PROJECT.
14. ALTERNATIVE METHODS AND PRODUCTS OTHER THAN THOSE SPECIFIED
MAY BE USED IF SUBMITTED, REVIEWED, AND APPROVED BY THE OWNER,
ENGINEER, AND APPROPRIATE REGULATORY AGENCY PRIOR TO
CONSTRUCTION.
15. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL PRODUCTS
AND MATERIALS PER PLANS AND SPECIFICATIONS TO THE OWNER AND
ENGINEER FOR REVIEW AND APPROVAL PRIOR TO ORDERING,
FABRICATION, OR DELIVERY TO THE SITE. FOR EACH SUBMITTAL, ALLOW
A MINIMUM OF 14 WORKING DAYS FOR REVIEW.
16. THE CONTRACTOR SHALL RESTORE ANY DRAINAGE STRUCTURE, PIPE,
UTILITY, PAVEMENT, CURBS, SIDEWALKS, LANDSCAPED AREAS OR
SIGNAGE AND OTHER INCIDENTAL DISTURBANCES AND DAMAGES DURING
CONSTRUCTION TO THEIR ORIGINAL CONDITION OR BETTER, AS
APPROVED BY THE OWNER, ENGINEER AND REGULATORY AGENCY.
17. THE CONTRACTOR SHALL COMPLY WITH 29 CFR PART 1926 FOR
EXCAVATION TRENCHING AND TRENCH PROTECTION REQUIREMENTS.
18. NO CONSTRUCTION OR DEMOLITION SHALL BEGIN UNTIL APPROVAL OF
THE FINAL PLANS IS GRANTED BY ALL GOVERNING AND REGULATORY
AGENCIES.
19. DEMOLITION OF EXISTING CONDITIONS INCLUDING BUT NOT LIMITED TO
BUILDINGS, STRUCTURES, PAVEMENT, WELLS, SEPTIC, SANITARY SEWER,
FENCES, TREES, ETC. SHALL BE PER THE DIRECTION OF EVERSOURCE
AND SHALL BE IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE,
AND FEDERAL REGULATIONS.
20. PERMANENT BENCHMARKS SHALL BE INSTALLED UPON COMPLETION OF
CLEARING.
21. ELECTRICAL SUBSTATION COMPONENTS, UNDERGROUND TRANSMISSION
LINES, OVER HEAD TRANSMISSION LINES AND THEIR FOUNDATIONS
DEPICTED HEREIN ARE FOR REFERENCE ONLY.
22. ANY CLEARED AND EXCAVATED MATERIALS WHICH ARE SUSPECTED OF
BEING ENVIRONMENTALLY POLLUTED, CONTAMINATED, OR IMPACTED
SHALL BE STOCKPILED ON-SITE ON TOP OF POLYETHYLENE SHEETING
AND COVERED WITH POLYETHYLENE SHEETING. THE OWNER AND
ENGINEER SHALL BE IMMEDIATELY INFORMED UPON ENCOUNTERING
THIS MATERIAL. STORAGE, TESTING, TREATMENT, REMOVAL, AND
DISPOSAL OF ENVIRONMENTALLY POLLUTED, CONTAMINATED, OR
IMPACTED MATERIAL SHALL BE IN ACCORDANCE WITH APPLICABLE
LOCAL, STATE, AND FEDERAL REGULATIONS.
23. CONTRACTOR SHALL TAKE PRECAUTIONS TO ENSURE NO DISTURBANCE
BEYOND THE DEPICTED LIMIT OF DISTURBANCE.
24. THE CONTRACTOR SHALL ESTABLISH BEST MANAGEMENT PRACTICES
FOR BLASTING OF BEDROCK IN ACCORDANCE WITH THE NHDES
PUBLICATION WD-10-12 “ROCK BLASTING AND WATER QUALITY MEASURES
THAT CAN BE TAKEN TO PROTECT WATER QUALITY AND MITIGATE
IMPACTS”, 2010. IF THE BLAST ROCK VOLUME GENERATED IS GREATER
THAN 5,000 CUBIC YARDS, THE CONTRACTOR SHALL DEVELOP A
GROUNDWATER MONITORING PROGRAM FOR SUBMISSION TO THE
OWNER AND ENGINEER. BLASTING SHALL NOT COMMENCE UNTIL THESE
REQUIREMENTS ARE APPROVED BY THE NHDES, AS REQUIRED.
25. PROPOSED STORM DRAINAGE SYSTEM SHALL BE HS-20 RATED.
381
385
OHW
PROPERTY LINE
ADJOINING PROPERTY LINE
RIGHT OF WAY LINE
EASEMENT LINE
MAJOR CONTOUR
MINOR CONTOUR
TREELINE
OVER HEAD WIRE
STOCKADE FENCE
CHAIN LINK FENCE
WETLANDS LINE
STREAM OR WATERWAY
STONEWALL
WETLAND FLAG
IRON PIPE
CONCRETE BOUND WITH DRILL HOLE
STONE BOUND WITH DRILL HOLE
SURVEY CONTROL POINT
UTILITY POLE
WETLANDS
IP
CB/DH
SB/DH
WF600-9
EXISTING LEGEND
ACP ASBESTOS CEMENT PIPE
APT ANGLE POINT
ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS
BIT BITUMINOUS CONCRETE
BLDG BUILDING
BM BENCH MARK
BW BOTTOM OF WALL
CB CATCH BASIN
CATV CABLE TELEVISION
CI CAST IRON PIPE
CIC CAST IRON COVER
℄ CENTERLINE
CL CENTERLINE
CLF CHAIN LINK FENCE
CLR CLEAR
CMP CORRUGATED METAL PIPE
CO CLEANOUT
CONC CONCRETE
COR CORNER
CTRS CENTERS
DIA DIAMETER
DMH DRAINAGE MANHOLE
E EASTING
EL ELEVATION
EMH ELECTRIC MANHOLE
EOP EDGE OF PAVEMENT
EXP EXPANSION
EXIST EXISTING
G GAS
GALV GALVANIZED
GR GRATE
HDPE CORRUGATED HIGH DENSITY POLYETHYLENE PIPE
HT HEIGHT
INV INVERT
LBS POUNDS
LF LINEAR FOOT
LFC LOW FLOW CHANNEL
LOD LIMIT OF DISTURBANCE
MAX MAXIMUM
MFR MANUFACTURER
MH MANHOLE
MIN MINIMUM
N NORTHING
NO NUMBER
NOM NOMINAL
OC ON CENTER
OCS OUTLET CONTROL STRUCTURE
OD OUTSIDE DIMENSION
PC POINT OF CURVATURE
PCC POINT OF CONCENTRIC CURVATURE
POB POINT OF BEGINNING
PI POINT OF INTERSECTION
PIV POST INDICATOR VALVE
PRC POINT OF REVERSE CURVATURE
PSI POUNDS PER SQUARE INCH
PT POINT OF TANGENCY
PVC POLYVINYL CHLORIDE PIPE
R RADIUS
RAD PT RADIUS POINT
RCP REINFORCED CONCRETE PIPE
SD STORM DRAIN
SDMH STORM DRAIN MANHOLE
SESC SOIL EROSION AND SEDIMENT CONTROL
SS SANITARY SEWER
SSMH SANITARY SEWER MANHOLE
SSFM SANITARY SEWER FORCE MAIN
SQ FT SQUARE FOOT
SQ M SQUARE METER
TYP TYPICAL
TW TOP OF WALL
UC UNDERGROUND COMMUNICATION
UD UNDERDRAIN
UE UNDERGROUND ELECTRICAL
UP UTILITY POLE
VC VITRIFIED CLAY PIPE
W/O WITHOUT
LIST OF ABBREVIATIONS
381
385
MAJOR CONTOUR
MINOR CONTOUR
TREELINE
PERIMETER FENCE
GUIDERAIL
SILT FENCE
CONSTRUCTION FENCE
LIMIT OF STONE SURFACING
LIMIT OF DISTURBANCE
STORMWATER SWALE
UNDERDRAIN
STORM SEWER PIPE
STORM INLET
MANHOLE
OUTLET CONTROL STRUCTURE
INLET PROTECTION
FLARED END SECTION
CLEANOUT
SPOT ELEVATION
RIP RAP
STONE SURFACING
GRASS
NRCS SOIL TYPE/BOUNDARY
PROPOSED LEGEND
X
380.50
CO
LOD
UD
\\BMCD\DFS\CLIENTS\TND\NUSC\58466_NPT\DESIGN\SUBSTATION\400-TRANSITION_STATION-4\CADD\CIVIL-SITE\NPTT402-G001.DWG 10/4/2015 11:06 AM KAMARX
FOR PERMITTINGPURPOSES ONLY
NOT FOR CONSTRUCTION
ACCESS ROAD
STA 3+62.59
ACCESS ROAD
STA 0+00
1
+
0
0
2
+
0
0
3+00
0+00
0+50
1+00
1+50
2+00
2+50
3+00
3+50
4+00
0+
00
0+
50
1+
00
1+
50
2+
00
2+
50
3+
00
3+
50
4+
00
4+
50
5+
00
C300
A
C300
A
C301
B
C301
B
33.00'
3
3
.0
0
'
3
9
.
1
0
'
3'
3
'
99.00'
2
'
1'
PC: 1+80.96
PT: 2+64.83
82.00'
135.00'
150' P
RO
PO
SE
D E
AS
EM
EN
T
7.5'
2'
1'
2'
100
101102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
10'
N 887558.25
E 1060998.42
N 887244.03
E 1061216.19
N 887058.84
E 1060974.09
N 887263.49
E 1060816.67
10'
121
SITE LAYOUT POINT TABLE
POINT #
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
NORTHING
887184.09
887154.44
887126.91
887292.23
887268.29
887282.76
887283.76
887097.24
887276.03
887333.70
887338.46
887354.43
887358.45
887223.61
887219.60
887214.70
887168.76
887173.86
887189.67
887264.59
887284.71
887235.72
EASTING
1060998.63
1061155.92
1061114.18
1061060.28
1061022.18
1061047.47
1061047.62
1061069.05
1061097.02
1061050.06
1060952.41
1060953.20
1060871.29
1060864.69
1060946.59
1061046.47
1061095.42
1061062.82
1061175.58
1061193.71
1061200.28
1060944.38
DESCRIPTION
65' RAD PT
75' RAD PT
25' RAD PT
10' RAD PT
55' RAD PT
65' RAD PT
50' RAD PT ROAD
ACCESS ROAD START
ACCESS ROAD PC
ACCESS ROAD PT
ACCESS ROAD END AT CL GATE
CORNER PAD
CORNER PAD
CORNER PAD
CORNER PAD
CORNER PAD
ROW GATE
ROW GATE
GUIDERAIL
GUIDERAIL
GUIDERAIL
CL GATE
\\BMCD\DFS\CLIENTS\TND\NUSC\58466_NPT\DESIGN\SUBSTATION\400-TRANSITION_STATION-4\CADD\CIVIL-SITE\NPTT403-C100.DWG 10/4/2015 1:52 PM KAMARX
NORTH
FOR PERMITTINGPURPOSES ONLY
NOT FOR CONSTRUCTION
0
SCALE IN FEET
30' 60'
SITE NOTES:
1. REFER TO SHEET NPTT402-G001 FOR ADDITIONAL GENERAL NOTES,
ABBREVIATIONS, AND LEGENDS.
2. THE SUBSTATION ELECTRICAL EQUIPMENT, ENCLOSURES, FOUNDATIONS,
OTHER SUBSTATION APPURTENANCES, OVERHEAD TRANSMISSION, AND
UNDERGROUND TRANSMISSION ARE SHOWN FOR REFERENCE ONLY.
3. THIS DRAWING IS INTENDED TO DEPICT SITE LAYOUT ONLY.
4. REFER TO SUBSTATION PHYSICAL DRAWINGS FOR FENCE AND GATE
DETAILS.
5. CONTRACTOR SHALL TAKE PRECAUTIONS TO ENSURE NO DISTURBANCE
BEYOND DEPICTED LIMIT OF NPDES/LIMIT OF DISTURBANCE.
6. NEW HAMPSHIRE STATE PLANE COORDINATE SYSTEM
HORIZONTAL DATUM - NAD83
VERTICAL DATUM - NAVD88
7. UPON COMPLETION OF SITE CLEARING, THE CONTRACTOR SHALL
FURNISH AND INSTALL PERMANENT BENCHMARKS IN THE LOCATIONS
DEPICTED ON THE PLANS IN ACCORDANCE WITH THE STATE OF NEW
HAMPSHIRE SURVEYING CODES AND STANDARDS. BENCHMARK
ELEVATIONS SHALL BE SET IN FIELD AND VERIFIED PRIOR TO START OF
CONSTRUCTION.
8. CONTRACTOR SHALL INSTALL GUIDERAIL SYSTEMS AS DEPICTED IN
ACCORDANCE WITH NEW HAMPSHIRE DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATIONS AND STANDARD PLANS
FOR THRIE BEAM SINGLE FACED GUIDERAIL WITH STEEL POSTS AND
TERMINAL UNIT TYPE G-2. THIS END SECTION IS NOT CRASH WORTHY. IT
IS INTENDED FOR USE PRIMARILY ON LOW SPEED ACCESS ROADS WHERE
IT CAN NOT BE HIT.
9. OFFSITE ROADWAY (TOWN AND/OR STATE) IMPROVEMENTS AS A RESULT
OF THE STATION DEVELOPMENT ARE NOT ANTICIPATED.
4' WIDE
PEDESTRIAN
SWING GATE.
(TYP. OF 2)
C504
1
RIPRAP LINED
4' WIDE FLAT
BOTTOM DITCH
C508
4
2' WIDE FLAT
BOTTOM DITCH
SWALE 1GC508
5
PERIMETER
SECURITY FENCE
C504
1
SITE CLEARINGAREA (TYP.)
LIMIT OF TREE / WOODS
CLEARING, (TYP.)
DETENTION
BASIN DT-1
33' ROW GATE
C504
2
GUIDERAIL
C505
1
REALIGN DIRT ROAD
AS REQUIRED
NEW GRAVEL
TRANSITION
STATION PAD
C503
2
NEW GRAVEL
ACCESS ROAD
C503
1
SWALE 1A2
SWALE 1C
4' WIDE FLATBOTTOM DITCH
SWALE 1A1
20' WIDE DOUBLE
SWING GATE.
(TYP. OF 2)
C504
1
GUIDERAIL
C505
1
C508
5
NEW RETAINING WALL
MAX. HEIGHT 8' ±
C503
4
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
1.0%
1.0%
5.0%
4.6%
0.5%
5.6%
5.6%
5.0%
5.0%
0.5%
2:1
2:1
2:1
2:1
2:1
2:1
2:1
2:1
2
:
1
2
:1
2
:
1
2:1
2:1
2
:1
2:1
2:1
2.71%
2:1
6:1
6:1
6
:
1
6:1
6:1
6
:
1
6:1
6:1
6
:
1
1.0%
1.0
%
1.0
%
1
.
0
%
1
.
0
%
1
.
0
%
3
:1
3:1
2:1
3
:1
3
:1
3:1
2:1
LAYOUT POINT TABLE
POINT #
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
NORTHING
887512.33
887505.86
887504.41
887487.03
887466.41
887487.65
887494.54
887496.06
887499.96
887465.92
887460.04
887458.58
887453.12
887420.66
887366.19
887344.83
887380.69
887425.80
887448.35
887449.81
887454.67
887416.03
887415.04
887412.69
887395.19
887311.82
887261.34
887221.63
887197.19
887276.84
887366.51
887402.53
887403.98
887407.51
887406.96
887282.58
887355.73
887238.44
887355.91
887367.47
887362.38
887359.31
EASTING
1060900.86
1060971.27
1061051.29
1061138.28
1061155.52
1061107.59
1061044.15
1060964.00
1060882.65
1060882.63
1060962.37
1061042.39
1061097.44
1061159.95
1061205.37
1061203.57
1061184.67
1061135.38
1061055.25
1060975.23
1060875.63
1060856.48
1060946.92
1061033.71
1061116.47
1061177.43
1061179.64
1061174.67
1061160.82
1061170.91
1061136.55
1061046.35
1060966.33
1060913.21
1060857.85
1060838.09
1060841.85
1060857.69
1060861.77
1060874.56
1060950.96
1061052.16
ELEVATION
1792.00
1790.00
1790.00
1785.00
1786.00
1787.00
1788.00
1792.00
1792.00
1775.00
1774.00
1770.00
1769.00
1768.00
1767.00
1768.00
1769.00
1770.00
1771.00
1775.00
1779.00
1759.00
1758.00
1754.00
1752.00
1750.00
1749.00
1747.00
1747.00
1751.00
1753.00
1755.00
1759.00
1760.00
1760.00
1750.00
1749.00
1740.50
1740.00
1739.97
1739.59
1734.06
DESCRIPTION
B/SLOPE
B/SLOPE
B/SLOPE
B/SLOPE
T/SLOPE
T/SLOPE
T/SLOPE
T/SLOPE
T/SLOPE
B/SLOPE
B/SLOPE
B/SLOPE
B/SLOPE
B/SLOPE
B/SLOPE
T/SLOPE
T/SLOPE
T/SLOPE
T/SLOPE
T/SLOPE
T/SLOPE
B/SLOPE
B/SLOPE
B/SLOPE
B/SLOPE
B/SLOPE
B/SLOPE
B/SLOPE
T/SLOPE
T/SLOPE
T/SLOPE
T/SLOPE
T/SLOPE
T/SLOPE
T/SLOPE
T/SLOPE
T/SLOPE
CL 4' DITCH BEGIN
CL 4' DITCH PC
CL 4' DITCH PT
CL 4' DITCH, RIPRAP
CL 4' DITCH PC
LAYOUT POINT TABLE
POINT #
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
168
169
170
171
172
173
174
175
176
177
178
179
180
NORTHING
887332.14
887272.12
887128.83
887278.48
887237.82
887177.74
887165.90
887161.47
887125.97
887127.40
887127.51
887122.01
887133.58
887139.32
887140.13
887139.02
887140.51
887154.31
887152.54
887148.12
887151.61
887163.51
887169.33
887172.78
887168.34
887207.20
887208.77
887213.96
887212.73
887203.80
887279.64
887295.95
887292.41
887212.80
887186.93
887142.50
887140.75
887134.67
887135.18
EASTING
1061108.44
1061125.86
1061106.13
1061065.63
1061064.99
1061055.41
1061045.44
1061032.40
1061002.75
1060965.56
1060936.33
1060881.19
1060877.32
1060914.24
1060967.25
1061004.12
1061036.82
1060963.32
1060925.71
1060888.54
1060883.59
1060880.99
1060885.23
1060910.81
1061015.57
1061047.38
1061028.06
1060978.32
1060908.46
1060868.75
1061072.92
1061066.21
1061053.28
1061049.38
1061040.13
1060907.87
1060893.98
1060894.62
1060908.64
ELEVATION
1731.71
1729.41
1721.30
1730.00
1728.00
1724.96
1723.15
1718.00
1720.00
1719.00
1718.23
1717.00
1722.00
1723.00
1724.00
1725.00
1726.00
1718.00
1718.00
1718.00
1722.00
1718.00
1718.00
1718.00
1718.00
1738.00
1738.00
1740.00
1738.00
1737.00
1732.00
1733.90
1735.65
1736.90
1731.00
1722.00
1721.00
1721.00
1722.00
DESCRIPTION
CL 4' DITCH POC
CL 4' DITCH PT
CL 4' DITCH INV
CL 4' DITCH BEGIN
CL 4' DITCH APT
CL 4' DITCH PC
CL 4' DITCH PT
CL 4' DITCH END
CL 2' DITCH
CL 2' DITCH APT
CL 2' DITCH APT
CL 2' DITCH INV
CL 4' BERM
CL 4' BERM
CL 4' BERM
CL 4' BERM
CL 3' BERM
B/POND
B/POND
B/POND
B/POND
B/POND
B/POND
B/POND
B/POND
T/SLOPE-T/WALL
T/SLOPE
T/SLOPE
T/SLOPE
T/SLOPE
T/WALL BEGIN, 52' RAD
T/WALL PCC, 7' RAD
T/WALL PT
T/WALL APT
T/WALL END
SPILLWAY
SPILLWAY
SPILLWAY
SPILLWAY
NORTH
\\BMCD\DFS\CLIENTS\TND\NUSC\58466_NPT\DESIGN\SUBSTATION\400-TRANSITION_STATION-4\CADD\CIVIL-SITE\NPTT404-C101.DWG 10/3/2015 10:25 PM KAMARX
FOR PERMITTINGPURPOSES ONLY
NOT FOR CONSTRUCTION
0
SCALE IN FEET
30' 60'
GRADING NOTES:
1. REFER TO SHEET NPTT402-G001 FOR ADDITIONAL GENERAL NOTES, ABBREVIATIONS,
AND LEGENDS.
2. REFER TO SHEETS NPTT409-C300 & NPTT410-C301 FOR GRADING CROSS SECTIONS.
3. NEW HAMPSHIRE STATE PLANE COORDINATE SYSTEM
HORIZONTAL DATUM - NAD83
VERTICAL DATUM - NAVD88
4. PROPOSED CONTOURS AND SPOT ELEVATIONS INDICATED REFER TO TOP OF FINISH
SURFACE.
5. ALL FILL AND CUT SLOPES ARE 3-FT HORIZONTAL TO 1-FT VERTICAL (3:1) UNLESS
NOTED OTHERWISE.
6. CONTRACTOR SHALL PLACE 4" TOPSOIL AND SEED ON ALL CUT AND FILL SLOPES AS
SPECIFIED UNLESS ANOTHER SURFACE MATERIAL IS INDICATED. EROSION CONTROL
BLANKETS (NORTH AMERICAN GREEN SC250 OR ENGINEER APPROVED EQUAL) SHALL
BE PLACED OVER ALL SEEDED SIDE SLOPES.
7. AFTER COMPLETION OF YARD SUBGRADE WORK, THE SURFACE COURSE FOR THE
SUBSTATION (INSIDE THE FENCE, 3-FT OUTSIDE THE FENCE, AND WHERE INDICATED
ON THE PLANS) SHALL CONSISTS OF A 4-INCH LAYER OF CRUSHED BASALT (ANGULAR
STONE) STONE MEETING THE GRADATION REQUIREMENTS EXPLAINED IN THE
SPECIFICATIONS.
8. CONTRACTOR SHALL PROTECT/REPAIR ALL SLOPES UNTIL FINAL VEGETATIVE OR
STONE STABILIZATION.
9. ALL EXCAVATIONS SHALL BE THOROUGHLY SECURED AND STABILIZED ON A DAILY
BASIS BY THE CONTRACTOR AT THE COMPLETION OF CONSTRUCTION OPERATIONS.
10. STABILIZE ALL DITCHES, SWALES, AND PONDS PRIOR TO DIRECTING STORMWATER
RUNOFF TO THEM.
11. TURF REINFORCEMENT MAT (TRM) SHALL BE INSTALLED ON ALL 3-FT HORIZONTAL TO
1-FT VERTICAL SLOPES (3:1) OR STEEPER, AND BE NORTH AMERICAN GREEN SC250 OR
APPROVED EQUAL.
12. EROSION CONTROL BLANKET (ECB) SHALL BE INSTALLED ON SWALES 1A1 & 1G.
BOTTOM AND SIDE SLOPES UP TO 2 FOOT DEPTH AND SHALL BE NORTH AMERICAN
GREEN SC 150 OR APPROVED EQUAL.
13. EARTHWORK AND COMPACTION SHALL BE IN ACCORDANCE WITH THE
RECOMMENDATIONS MADE IN THE GEOTECHNICAL ENGINEERING REPORT BY OTHERS.
14' WIDE
EMERGENCY SPILLWAY.
CREST EL 1721.00
1.0%
1.0%
5.0%
4.6%
0.5%
5.6%
5.6%
5.0%
5.0%
0.5%
2:1
2:1
2:1
2:1
2:1
2:1
2:1
2:1
2
:
1
2
:1
2
:
1
2:1
2:1
2
:1
2:1
2:1
2.71%
2:1
6:1
6:1
6
:
1
6:1
6:1
6
:
1
6:1
6:1
6
:
1
1.0%
1.0
%
1.0
%
1
.
0
%
1
.
0
%
1
.
0
%
3
:1
3:1
2:1
3
:1
3
:1
3:1
2:1
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CHECK DAM
N 887362.65
E 1060946.99
CHECK DAM
N 887126.72
E 1060927.75
\\BMCD\DFS\CLIENTS\TND\NUSC\58466_NPT\DESIGN\SUBSTATION\400-TRANSITION_STATION-4\CADD\CIVIL-SITE\NPTT405-C102.DWG 10/4/2015 7:56 AM KAMARX
NORTH
0
SCALE IN FEET
30' 60'
DETENTION
BASIN DT-1
NOTES:
1. SEE SHEET NPTT411-C500 FOR EROSION ANDSEDIMENTATION NOTES.
2. TOTAL LIMIT OF DISTURBANCE = 136,963 SF = 3.14 ACRES
SAND
FILTER
SF-1
EROSION CONTROL
BLANKET, (TYP.)
C501
3
C501
2
CONSTRUCTION
FENCE, (TYP.)
C503
3
CONSTRUCTION
ENTRANCE
C501
1
INLET
SEDIMENT
BARRIER,
(TYP. OF 2)
C501
42' WIDE FLAT
BOTTOM DITCH
RIPRAP LINED
4' WIDE FLAT
BOTTOM DITCH
C508
5
C508
4CHECK DAM, (TYP.)
SILT FENCE,
(TYP.)
C501
5
EXISTING 15" CMP TO
BE MAINTAINED AND
PROTECTED DURING
CONSTRUCTION
CHECK DAM,
(TYP.)
C501
2
18" SILT SOCK
C502
5
FOR PERMITTINGPURPOSES ONLY
NOT FOR CONSTRUCTION
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
\\BMCD\DFS\CLIENTS\TND\NUSC\58466_NPT\DESIGN\SUBSTATION\400-TRANSITION_STATION-4\CADD\CIVIL-SITE\NPTT406-C103.DWG 10/4/2015 9:17 AM KAMARX
NORTH
0
SCALE IN FEET
30' 60'
DETENTION
BASIN DB-1
PLANTING PLAN NOTES:
1. REFER TO SHEET NPTT402-G001 FOR ADDITIONAL GENERAL NOTES,
ABBREVIATIONS, AND LEGENDS.
2. THIS DRAWING IS INTENDED TO DESCRIBE LANDSCAPE INFORMATION ONLY.
3. ALL DISTURBED AREAS NOT OTHERWISE DEVELOPED SHALL HAVE A
MINIMUM OF 4" OF LOAM AND THE FOLLOWING SEED MIXTURE:
NHDOT TYPE 44 (MIN. 80 LBS/ACRE):
44% CREEPING RED FESCUE (MIN. 35 LBS/ACRE)
38% PERENNIAL RYEGRASS (MIN. 30 LBS/ACRE)
6% REDTOP (MIN. 5 LBS/ACRE)
6% ALSIKE CLOVER (MIN. 5 LBS/ACRE)
6% BIRDSFOOT TREFOIL (MIN. 5 LBS/ACRE)
ALL SEEDING SHALL BE IN ACCORDANCE WITH THE NEW HAMPSHIRE
DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS (2010)
SECTION 644 -- GRASS SEED AND THE NEW HAMPSHIRE DEPARTMENT OF
ENVIRONMENTAL SERVICES STORMWATER MANUAL VOLUME 3 PERMANENT
VEGETATION IN SECTION 4.1.
6. NO SEEDING SHALL BE PLACED BEFORE ROUGH GRADING HAS BEEN
PROPERLY COMPLETED.
7. TOPSOIL SHALL BE INSTALLED AT A MINIMUM DEPTH OF 4". CONTRACTOR
SHALL SUBMIT SAMPLES FROM EACH PROPOSED TOPSOIL SOURCE TO A
CERTIFIED TESTING LABORATORY TO DETERMINE pH, FERTILITY, ORGANIC
CONTENT AND MECHANICAL COMPOSITION. CONTRACTOR SHALL SUBMIT
THE TEST RESULTS TO OWNER OR LANDSCAPE ARCHITECT FOR REVIEW.
CONTRACTOR SHALL INCORPORATE AMENDMENTS FOR PROPER SOIL pH
AND PLANT GROWTH AS RECOMMENDED BY TEST REPORTS AT NO
INCREASE IN CONTRACT PRICE.
8. TEMPORARY AND PERMANENT SEEDING SHALL SHALL BE IN ACCORDANCE
WITH THE PLANTING PLAN, NH DES STORMWATER MANUAL VOLUME 3, AND
NH DOT STANDARD SPECIFICATIONS SECTION 644.
9. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM
DEPTH OF 3 TO 5 INCHES -- 6 TO 12 INCHES ON COMPACTED SOILS -- PRIOR
TO PLACEMENT OF TOPSOIL. AREAS TO BE VEGETATED SHALL HAVE A
MINIMUM 4 INCHES OF TOPSOIL IN PLACE PRIOR TO SEEDING AND
MULCHING.
10. PLACING LOAM ON SITE: ALL SUBGRADE ELEVATIONS SHOULD BE
UNIFORMLY GRADED TO RECEIVE LOAM AND SHALL BE INSPECTED AND
APPROVED BY THE GENERAL CONTRACTOR PRIOR TO PLACEMENT OF
LOAM. PLACE LOAM TO FORM A MINIMUM DEPTH OF 4" WHEN ROLLED,
UNLESS OTHERWISE INDICATED. ALL DEPRESSIONS EXPOSED DURING THE
ROLLING SHALL BE FILLED WITH ADDITIONAL LOAM.
11. SEED BED PREPARATION: AFTER FINISH GRADING AND JUST BEFORE
SEEDING, THE AREAS TO BE SEEDED SHALL BE LOOSENED TO PROVIDE A
ROUGH, FIRM BUT FINELY PULVERIZED SEEDBED. THE INTENT IS A TEXTURE
CAPABLE OF RETAINING WATER, SEED AND FERTILIZER WHILE REMAINING
STABLE AND ALLOWING SEED TIME TO GERMINATE. SEED SHALL BE
APPLIED TO THE CONDITIONED SEEDBED NOT MORE THAN 48 HOURS AFTER
THE SEEDBED HAS BEEN PREPARED.
12. LIME AND FERTILIZER SHALL BE INCORPORATED INTO THE SOIL PRIOR TO
OR AT THE TIME OF AT THE TIME OF SEEDING. A MINIMUM OF 2 TONS PER
ACRE OF AGRICULTURAL LIMESTONE AND 500 LBS. PER ACRE OF 10-20-20
FERTILIZER SHALL BE APPLIED. SEEDING PRACTICES SHALL COMPLY WITH
LOCAL USDA SOIL CONSERVATION SERVICES RECOMMENDATIONS.
13. STRAW MULCH OR JUTE MATTING SHALL BE USED WHERE INDICATED ON
THE PLANS. A MINIMUM OF 1.5 TONS OF MULCH PER ACRE SHALL BE
APPLIED. MULCH SHALL BE ANCHORED IN PLACE WHERE NECESSARY. JUTE
MATTING SHALL BE LAID IN THE DIRECTION OF RUNOFF FLOW AND APPLIED
IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
14. PERMANENT OR TEMPORARY COVER MUST BE IN PLACE BEFORE THE
GROWING SEASON ENDS. WHEN SEEDED AREAS ARE MULCHED, PLANTINGS
MAY BE MADE FROM EARLY SPRING TO EARLY OCTOBER. WHEN SEEDED
AREAS AREA NOT MULCHED, PLANTINGS SHOULD BE MADE FROM EARLY
SPRING TO MAY 20 OR FROM AUGUST 15 TO SEPTEMBER 15. NO DISTURBED
AREA SHALL BE LEFT EXPOSED DURING WINTER MONTHS.
SEEDING AND
MULCHING, TYP.
GRAVEL ACCESS
ROAD
GRAVEL STATION PAD
AND TURNAROUND AREA
FOR PERMITTINGPURPOSES ONLY
NOT FOR CONSTRUCTION
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
CO
104
105
107
110
111
112
113
114
P-1
P-2
P-6
STRUCTURE LOCATION
POINT #
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
NORTHING
887305.59
887300.00
887284.68
887195.98
887188.19
887129.33
887137.92
887154.97
887119.65
887145.32
887124.36
887304.66
887280.01
887280.01
887304.66
887231.21
887227.98
887346.84
887350.06
887347.09
EASTING
1061060.18
1061039.39
1061039.39
1061034.87
1061056.65
1061102.55
1061018.89
1061018.66
1061019.14
1060885.98
1060880.77
1061032.39
1061032.39
1061026.07
1061026.07
1060873.07
1060938.99
1060944.82
1060878.89
1061062.21
STRUCTURE
TYPE
ELEVATIONS
TOP INVERT IN INVERT OUT
CB-1 GR 1735.00 1731.35 N 1731.25
DIVERSION MH-1 RIM 1736.70 1731.04 1731.04
MH-2 RM 1736.851730.90 N, 1726.38 E
1726.28 S
MH-3 RIM 1734.00 1725.84 N 1725.74 E
FES-1 - - 1725.50
FES-2 - 1721.30 -
MH-4 RIM 1725.50 1718.25 S & E 1718.15 N
FES-3 - - 1718.00
CB-2 GR 1722.74 - 1718.45
OCS-1 GR 1720.90
1717.90 (2" ORIFICE)
1718.95 (WEIR)
1717.50 S
FES-4 - - 1717.00
SAND FILTER SF-1 GROUND 1737.24 1730.95 -
SAND FILTER SF-1 GROUND 1737.44 - 1726.45
SAND FILTER SF-1 GROUND 1737.65 - -
SAND FILTER SF-1 GROUND 1737.65 - -
UNDERDRAIN CO GROUND 1742.50 - 1739.00
UNDERDRAIN CO GROUND 1741.74 1738.67 1738.67
UNDERDRAIN CO GROUND 1741.70 1738.08 1738.08
UNDERDRAIN CO GROUND 1742.36 - 1738.41
UNDERDRAIN CO GROUND 1736.41 1733.09 1733.09
STORMWATER SYSTEM SCHEDULE
\\BMCD\DFS\CLIENTS\TND\NUSC\58466_NPT\DESIGN\SUBSTATION\400-TRANSITION_STATION-4\CADD\CIVIL-SITE\NPTT407-C104.DWG 9/30/2015 5:25 PM RLREED
NORTH
FOR PERMITTINGPURPOSES ONLY
NOT FOR CONSTRUCTION
0
SCALE IN FEET
30' 60'
DETENTION
BASIN DT-1
C508
6
C508
1,2,3
C507
2C506
1
PIPE TRENCH
END SECTIONS
OUTLET CONTROL
STRUCTURE
STORM MANHOLE /
CATCH BASIN
MANHOLE
FRAME & COVER
C506
5
C508
4,5TYPE B GRATE
& FRAME
DIVERSION
MANHOLE
RIPRAP / GRASS
SWALE
C506
2
C506
4
C509
1,4C507
1 DETENTION BASIN /
SPILLWAY / SLOPE
DETAILS
SAND FILTER
C509
2
C509
3
UNDER DRAIN
CLEANOUT
STORMWATER SYSTEM DETAILS REFERENCE LIST
PIPE SCHEDULE
PIPE #
LENGTH (FT)
SLOPE SIZE
P-1 21 0.010 15" HDPE
P-2 7 0.013 2" PVC
P-3 15 0.010 15" HDPE
P-4 7 0.010 15" HDPE
P-5 88 0.005 15" HDPE
P-6 20 0.012 15" HDPE
P-7 80 0.038 15" HDPE
P-8 18 0.011 15" HDPE
P-9 13 0.011 18" HDPE
P-10 18 0.027 18" RCP
UNDERDRAIN SCHEDULE
PIPE #
LENGTH (FT)
SLOPE
UD-1 66 0.005
UD-2 119 0.005
UD-3 66 0.005
UD-4 117 0.042
UD-5 41 0.042
UD-6 275 0.005
UD-7 384 0.005
UD-8 486 0.005
NOTE:
ALL UNDERDRAINS ARE
12" PERFORATED HDPE.
STORMWATER SYSTEM NOTES:
1. REFER TO SHEET NPTT402-G001 FOR ADDITIONAL GENERAL
NOTES, ABBREVIATIONS, AND LEGENDS.
2. THIS DRAWING IS INTENDED TO DESCRIBE THE
STORMWATER SYSTEM ONLY.
3. NEW HAMPSHIRE STATE PLANE COORDINATE SYSTEM
HORIZONTAL DATUM - NAD83
VERTICAL DATUM - NAVD88
4. STORM DRAINAGE SYSTEM CONNECTIONS, MATERIALS, AND
METHODS SHALL BE IN ACCORDANCE WITH THE NH DOT
STANDARDS AND NH DOT SPECIFICATION SECTIONS 603 AND
604, AS WELL AS OTHER APPLICABLE INDUSTRY CODES AND
GOVERNING AGENCY REQUIREMENTS.
5. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY THE
ELEVATION AND LOCATION OF ALL UTILITIES BY VARIOUS
MEANS PRIOR TO BEGINNING ANY EXCAVATION. TEST PITS
SHALL BE DUG AT ALL LOCATIONS WHERE PROPOSED
STORM PIPING WILL CROSS EXISTING UTILITIES, AND THE
HORIZONTAL AND VERTICAL LOCATIONS OF THE UTILITIES
SHALL BE DETERMINED. THE CONTRACTOR SHALL CONTACT
THE ENGINEER IN THE EVENT OF ANY DISCOVERED OR
UNFORESEEN CONFLICTS BETWEEN EXISTING AND
PROPOSED SANITARY SEWERS, STORM PIPING AND UTILITIES
SO THAT AN APPROPRIATE MODIFICATION MAY BE MADE.
6. MANHOLE RIMS AND CATCH BASIN GRATES SHALL BE SET TO
ELEVATIONS SHOWN. SET ALL EXISTING MANHOLE RIMS,
GRATES AND OTHER UTILITY TOPS TO BE RAISED OR
LOWERED FLUSH WITH FINAL GRADE AS NECESSARY.
7. THE CONTRACTOR SHALL ARRANGE FOR AND COORDINATE
WITH APPLICABLE REGULATORY AGENCIES FOR STORM
DRAINAGE INSTALLATIONS AND CONNECTIONS.
8. THE CONTRACTOR SHALL COORDINATE WORK TO BE
PERFORMED BY THE VARIOUS UTILITY PROVIDERS AND
SHALL PAY ALL FEES FOR CONNECTIONS, DISCONNECTIONS,
RELOCATIONS, INSPECTIONS, AND DEMOLITION UNLESS
OTHERWISE STATED IN THE PROJECT SPECIFICATIONS
MANUAL AND/OR GENERAL CONDITIONS OF THE CONTRACT.
9. ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND
EVEN GRADES USING A PIPE LASER OR OTHER ACCURATE
METHOD.
10. ALL UTILITY CONSTRUCTION IS SUBJECT TO INSPECTION FOR
APPROVAL PRIOR TO BACKFILLING, IN ACCORDANCE WITH
THE APPROPRIATE OWNER, UTILITY PROVIDER, AND
APPLICABLE REGULATORY AGENCY REQUIREMENTS.
11. A ONE-FOOT MINIMUM VERTICAL CLEARANCE BETWEEN
ELECTRICAL AND TELEPHONE LINES TO STORM PIPING
SHALL BE PROVIDED.
12. SITE CONTRACTOR SHALL PROVIDE ALL BENDS, FITTINGS,
ADAPTERS, ETC., AS REQUIRED FOR PIPE CONNECTIONS.
13. THE CONTRACTOR SHALL MAINTAIN ALL FLOWS AND UTILITY
CONNECTIONS WITHOUT INTERRUPTION UNLESS/UNTIL
AUTHORIZED BY THE OWNER, THE ENGINEER, UTILITY
PROVIDERS AND GOVERNING AUTHORITIES.
14. STORM DRAINAGE SHALL BE RATED FOR HS-20 LOADING.
15. PROVIDE MINIMUM 0.5% SLOPE ON ALL UNDERDRAINS.
ADDITIONAL UNDERDRAINS MAY BE REQUIRED AS DEEMED
NECESSARY BY THE OWNER, GEOTECHNICAL ENGINEER
AND/OR ENGINEER BASED ON FINDINGS AFTER EARTHWORK
AND EXCAVATION OPERATIONS COMMENCE. PROVIDE
UNDERDRAIN CLEANOUTS AT A MINIMUM OF EVERY 200' OF
PIPE OR ONE CLEANOUT PER PIPE RUN WHERE THE PIPE
RUN IS LESS THAN 200'.
C510
1DETENTION BASIN
CROSS SECTION
C510
2ANTI SEEP COLLAR
14' WIDE
EMERGENCY SPILLWAY.
CREST EL 1721.00
SWALE 1G
SWALE 1A1
SWALE 1A2
SWALE 1C
ACCESS ROAD SCALE: HORIZ 1" = 20' VER 1" = 5'
1720
1725
1730
1735
1740
1745
1750
1755
1760
1765
1770
1775
1720
1725
1730
1735
1740
1745
1750
1755
1760
1765
1770
1775
0+00
1724.28
1724.28
1725.97
1724.70
1731.75
1725.95
1738.13
1727.20
1+00
1743.35
1728.45
1748.65
1729.70
1753.60
1730.95
1758.92
1732.20
2+00
1765.35
1733.45
1769.46
1734.70
1771.38
1735.95
1772.85
1737.20
3+00
1772.88
1738.45
1771.77
1739.70
1768.85
1740.95
3+75
ST
A =
0+
11.08
ELE
V =
1724.00
ST
A =
0+
00.00
ELE
V =
1724.28
ST
A =
3+
62.59
ELE
V =
1741.58
-2.5
5%
→
5
.0
0
%
→
\\BMCD\DFS\CLIENTS\TND\NUSC\58466_NPT\DESIGN\SUBSTATION\400-TRANSITION_STATION-4\CADD\CIVIL-SITE\NPTT408-C200.DWG 10/4/2015 9:46 AM KAMARX
ACCESS ROAD PROFILE NOTES:
1. REFER TO SHEET NPTT402-G001 FOR ADDITIONAL GENERAL NOTES, ABBREVIATIONS,
AND LEGENDS.
2. THIS DRAWING IS INTENDED TO DESCRIBE THE STATION ACCESS ROAD GEOMETRY
ONLY.
3. NEW HAMPSHIRE STATE PLANE COORDINATE SYSTEM
HORIZONTAL DATUM - NAD83
VERTICAL DATUM - NAVD88
4. PROPOSED CONTOURS AND SPOT ELEVATIONS INDICATED REFER TO TOP OF FINISH
SURFACE.
PROPOSED GRADE (TYP.)
EXISTING GRADE (TYP.)
0 5'
SCALE IN FEET
10'
0
SCALE IN FEET
20'10' 40'
FOR PERMITTINGPURPOSES ONLY
NOT FOR CONSTRUCTION
CROSS SECTION A-A SCALE: HORIZ 1" = 20' VER 1" = 5'
1725
1730
1735
1740
1745
1750
1755
1760
1765
1725
1730
1735
1740
1745
1750
1755
1760
1765
0+00
1742.66
1747.73
1752.32
1742.45
1749.19
1742.20
1+00
1750.07
1741.95
1752.38
1741.70
1755.72
1740.71
1759.52
1739.52
2+00
1758.52
1738.33
1756.42
1737.02
1754.89
1728.00
1754.57
1731.14
3+00
1753.68
1729.48
1752.41
1736.50
1755.50
1749.11
3+75
1752.97
X-1.00%
→
X
1
2
1
2
1
2
1
6
1
2
1
2
1
3
1
3
-5
.0
0
%
+
/- →
ST
A =
0+
25.36
ELE
V =
1750.58
ST
A =
0+
40.04
ELE
V =
1740.47
ST
A =
0+
44.04
ELE
V =
1740.47
ST
A =
0+
52.91
FE
NC
E
ST
A =
0+
49.91
ELE
V =
1742.50
ST
A =
1+
31.92
ELE
V =
1741.63
ST
A =
1+
28.92
FE
NC
E
ST
A =
2+
34.92
ELE
V =
1736.53
ST
A =
2+
36.92
ELE
V =
1732.00
ST
A =
2+
57.56
ELE
V =
1730.66
ST
A =
2+
51.14
ELE
V =
1728.00
ST
A =
2+
47.14
ELE
V =
1728.00
←
-2
.00%
ST
A =
2+
93.71
ELE
V =
1731.52
ST
A =
3+
04.31
ELE
V =
1728.07
ST
A =
3+
08.31
ELE
V =
1728.07
ST
A =
3+
51.45
ELE
V =
1749.84
ST
A =
3+
61.47
ELE
V =
1748.22
ST
A =
3+
71.03
ELE
V =
1753.00
ACCESS ROAD
\\BMCD\DFS\CLIENTS\TND\NUSC\58466_NPT\DESIGN\SUBSTATION\400-TRANSITION_STATION-4\CADD\CIVIL-SITE\NPTT409-C300.DWG 10/4/2015 9:54 AM KAMARX
GRADING CROSS SECTION NOTES:
1. REFER TO SHEET NPTT402-G001 FOR ADDITIONAL GENERAL NOTES, ABBREVIATIONS,
AND LEGENDS.
2. THIS DRAWING IS INTENDED TO DESCRIBE THE GRADING CROSS SECTION ONLY.
3. NEW HAMPSHIRE STATE PLANE COORDINATE SYSTEM
HORIZONTAL DATUM - NAD83
VERTICAL DATUM - NAVD88
4. PROPOSED CONTOURS AND SPOT ELEVATIONS INDICATED REFER TO TOP OF FINISH
SURFACE.
5. CONTRACTOR SHALL PLACE 4" TOPSOIL AND SEED ON ALL CUT AND FILL SLOPES AS
SPECIFIED UNLESS ANOTHER SURFACE MATERIAL IS INDICATED.
6. EARTHWORK AND COMPACTION SHALL BE IN ACCORDANCE WITH THE
RECOMMENDATIONS MADE IN THE GEOTECHNICAL ENGINEERING RECOMMENDATIONS
REPORT BY OTHERS.
7. STRIP AND STOCKPILE EXISTING TOPSOIL IN AREAS OF PROPOSED GRADING AND
EARTHWORK.
EXISTING GRADE (TYP.)
0 5'
SCALE IN FEET
10'
0
SCALE IN FEET
20'10' 40'
PROPOSED GRADE (TYP.)
SWALE 1A2
RIPRAP LINED
4' WIDE FLAT
BOTTOM DITCH
RETAINING WALL
SWALE 1C
RIPRAP LINED
4' WIDE FLAT
BOTTOM DITCH
SWALE 1A1
4' WIDE FLAT
BOTTOM DITCH
10' WIDE
BENCH
UNDERDRAIN
(TYP.)
FOR PERMITTINGPURPOSES ONLY
NOT FOR CONSTRUCTION
CROSS SECTION B-B SCALE: HORIZ 1" = 20' VER 1" = 5'
1715
1720
1725
1730
1735
1740
1745
1750
1755
1760
1765
1770
1775
1780
1785
1790
1795
1800
1805
1715
1720
1725
1730
1735
1740
1745
1750
1755
1760
1765
1770
1775
1780
1785
1790
1795
1800
1805
0+50
1721.34
1722.24
1+00
1729.70
1718.00
1736.50
1724.92
1743.62
1737.42
1751.98
1739.95
2+00
1760.27
1739.89
1762.26
1739.84
1765.66
1739.79
1770.94
1739.81
3+00
1776.91
1737.85
1780.63
1747.72
1783.30
1756.96
1787.93
1766.05
4+00
1793.28
1772.62
1797.02
1784.39
1799.88
1790.22
1802.71
4+90
1806.50
1
3
1
2
1
2
1
2
1
2
1
2
1
3
1
2
ST
A =
0+
61.11
ELE
V =
1721.27
ST
A =
0+
67.15
ELE
V =
1719.32
ST
A =
0+
69.15
ELE
V =
1719.32
ST
A =
0+
78.52
ELE
V =
1724.00
ST
A =
0+
83.68
ELE
V =
1724.00
ST
A =
0+
95.70
ELE
V =
1718.00
ST
A =
1+
11.16
ELE
V =
1718.00
ST
A =
1+
55.14
ELE
V =
1739.99
ST
A =
2+
94.12
ELE
V =
1739.81
ST
A =
3+
00.75
ELE
V =
1737.60
ST
A =
3+
04.75
ELE
V =
1737.60
ST
A =
3+
45.10
ELE
V =
1757.77
ST
A =
3+
55.10
ELE
V =
1756.11
ST
A =
4+
37.10
ELE
V =
1790.44
ST
A =
4+
47.10
ELE
V =
1788.77
ST
A =
4+
74.96
ELE
V =
1802.70
1
6
ST
A =
3+
91.10
ELE
V =
1774.11
ST
A =
4+
01.10
ELE
V =
1772.44
1
6
1
6
1
2
Z:\CLIENTS\TND\NUSC\58466_NPT\DESIGN\SUBSTATION\400-TRANSITION_STATION-4\CADD\CIVIL-SITE\NPTT410-C301.DWG 9/30/2015 5:29 PM RLREED
GRADING CROSS SECTION NOTES:
1. REFER TO SHEET NPTT402-G001 FOR ADDITIONAL GENERAL
NOTES, ABBREVIATIONS, AND LEGENDS.
2. THIS DRAWING IS INTENDED TO DESCRIBE THE GRADING
CROSS SECTIONS ONLY.
3. NEW HAMPSHIRE STATE PLANE COORDINATE SYSTEM
HORIZONTAL DATUM - NAD83
VERTICAL DATUM - NAVD88
4. PROPOSED CONTOURS AND SPOT ELEVATIONS INDICATED
REFER TO TOP OF FINISH SURFACE.
5. CONTRACTOR SHALL PLACE 4" TOPSOIL AND SEED ON ALL
CUT AND FILL SLOPES AS SPECIFIED UNLESS ANOTHER
SURFACE MATERIAL IS INDICATED.
6. EARTHWORK AND COMPACTION SHALL BE IN ACCORDANCE
WITH THE RECOMMENDATIONS MADE IN THE
GEOTECHNICAL ENGINEERING RECOMMENDATIONS
REPORT BY OTHERS.
7. STRIP AND STOCKPILE EXISTING TOPSOIL IN AREAS OF
PROPOSED GRADING AND EARTHWORK.
EXISTING GRADE (TYP.)
0 5'
SCALE IN FEET
10'
0
SCALE IN FEET
20'10' 40'
PROPOSED GRADE (TYP.)
SWALE 1A2
RIPRAP LINED
4' WIDE FLAT
BOTTOM DITCH
SWALE 1G
2' WIDE FLAT
BOTTOM DITCH
10' WIDE
BENCH, (TYP.)
DETENTION
BASIN DT-1
UNDERDRAIN,
(TYP.)
FOR PERMITTINGPURPOSES ONLY
NOT FOR CONSTRUCTION
EROSION AND SEDIMENTATION CONTROL GENERAL NOTES:
1. THE SEDIMENT AND EROSION CONTROL PLAN IS ONLY INTENDED TO DESCRIBE THE
SEDIMENT AND EROSION CONTROL TREATMENT FOR THIS SITE. SEE SEDIMENT AND
EROSION CONTROL DETAILS AND CONSTRUCTION SEQUENCE. REFER TO SITE PLAN
FOR GENERAL INFORMATION AND OTHER CONTRACT PLANS FOR APPROPRIATE
INFORMATION.
2. CONSTRUCTION ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE GENERAL
NOTES, SEQUENCE PROVIDED ON THE PLAN DRAWINGS. DEVIATION FROM THAT
SEQUENCE MUST BE APPROVED IN WRITING BY THE OWNER, QUALIFIED
PROFESSIONAL, AND APPROPRIATE REGULATORY AGENCY PRIOR TO
IMPLEMENTATION.
3. THE EROSION AND SEDIMENTATION CONTROL MEASURES, CONSTRUCTION
SEQUENCE AND PHASING IS THE MINIMUM RECOMMENDED. THE CONTRACTOR
SHALL INSTALL AND MAINTAIN ADDITIONAL MEASURES AND SEQUENCING AS
REQUIRED BASED ON ACTUAL FIELD OPERATIONS AND CONDITIONS AND BE
CONSISTENT WITH THE NEW HAMPSHIRE STORMWATER MANUAL. SIGNIFICANT
ADDITIONS AND/OR MODIFICATIONS FROM THE PLANS SHALL BE SUBMITTED,
REVIEWED AND APPROVED BY THE OWNER, QUALIFIED PROFESSIONAL AND
APPLICABLE REGULATORY AGENCIES.
4. THE SEDIMENT AND EROSION CONTROL PLAN WAS DEVELOPED TO HELP PROTECT
THE EXISTING ROADWAY AND STORM DRAINAGE SYSTEMS, ADJACENT PROPERTIES,
AND ADJACENT WETLAND AREA FROM SEDIMENT LADEN SURFACE RUNOFF AND
EROSION.
5. APPROPRIATE EROSION/SEDIMENT CONTROL MEASURES AS DESCRIBED HEREIN,
SHALL BE INSTALLED BY THE CONTRACTOR PRIOR TO THE COMMENCEMENT OF ALL
CLEARING, DEMOLITION AND CONSTRUCTION ACTIVITY WITHIN THE APPROVED
LIMITS OF DISTURBANCE. SCHEDULE WORK TO MINIMIZE THE LENGTH OF TIME THAT
BARE SOIL WILL BE EXPOSED. CONTRACTOR SHALL ONLY EXCAVATE AS MUCH
UTILITY AND STORM PIPE TRENCH WORK AS CAN BE COMPLETED, BACKFILLED AND
STABILIZED IN ONE DAY SO AS TO LIMIT THE AMOUNT OF OPEN, DISTURBED
TRENCHING. THE SMALLEST PRACTICAL AREA SHALL BE DISTURBED DURING
CONSTRUCTION, BUT IN NO CASE SHALL EXCEED 5 ACRES AT ANY ONE TIME BEFORE
DISTURBED AREAS ARE STABILIZED.
6. THE CONTRACTOR SHALL INSTALL ALL SPECIFIED EROSION/SEDIMENT CONTROL
MEASURES AND WILL BE REQUIRED TO MAINTAIN THEM IN THEIR INTENDED
FUNCTIONING CONDITION AND BE IN STRICT CONFORMANCE WITH THE STANDARDS
BELOW. THE CONTRACTOR SHALL SUPPLY AND MAINTAIN THESE STANDARDS AND
HAVE THEM AVAILABLE ONSITE FOR THE DURATION OF CONSTRUCTION. THE OWNER,
AGENTS OF THE REGULATORY AGENCIES AND/OR QUALIFIED PROFESSIONAL SHALL
HAVE THE AUTHORITY TO REQUIRE SUPPLEMENTAL MAINTENANCE OR ADDITIONAL
MEASURES IF FIELD CONDITIONS ARE ENCOUNTERED BEYOND WHAT WOULD
NORMALLY BE ANTICIPATED.
A. EVERSOURCE BEST MANAGEMENT PRACTICES MANUAL (TO BE FURTHER
DEVELOPED).
B. NEW HAMPSHIRE DEPARTMENT OF ENVIRONMENTAL SERVICES STORMWATER
MANUAL, DECEMBER 2008.
7. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE
POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE
CONTRACTOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO
ELIMINATE THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT
POLLUTION.
8. THE CONTRACTOR SHALL KEEP A SUPPLY OF EROSION CONTROL MATERIAL (STRAW
BALES, SILT FENCE, JUTE MESH,RIP RAP ETC.) ON-SITE FOR MAINTENANCE AND
EMERGENCY REPAIRS.
9. STONE CONSTRUCTION ENTRANCE/EXIT SHALL BE INSTALLED AT START OF
CONSTRUCTION AND MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION.
THE LOCATION OF THE TRACKING PADS MAY CHANGE AS VARIOUS PHASES OF
CONSTRUCTION ARE COMPLETED.
10. TOPSOIL SHALL BE STRIPPED AND STOCKPILED FOR USE IN FINAL LANDSCAPING.
ALL EARTH STOCKPILES SHALL HAVE STRAW BALES OR SILT FENCE AROUND THE
LIMIT OF PILE. PILES SHALL BE TEMPORARILY SEEDED IF PILE IS TO REMAIN IN
PLACE FOR MORE THAN 2 MONTHS.
11. COMPLY WITH REQUIREMENTS OF THE EPA FOR NPDES AND RECORD KEEPING.
12. VISUAL SITE INSPECTIONS SHALL BE CONDUCTED WEEKLY, AND AFTER EACH
MEASURABLE PRECIPITATION EVENT OF 0.50 INCHES OR GREATER BY QUALIFIED
PERSONNEL, TRAINED AND EXPERIENCED IN EROSION AND SEDIMENT CONTROL, TO
ASCERTAIN THAT THE EROSION AND SEDIMENT CONTROL (E&S) BMPS ARE
OPERATIONAL AND EFFECTIVE IN PREVENTING POLLUTION. PROVIDE WRITTEN
REPORTS IN ACCORDANCE WITH ANY APPLICABLE OWNER, QUALIFIED
PROFESSIONAL, AND/OR REGULATORY AGENCY REQUIREMENTS.
13. STOCKPILES OF EARTH MATERIALS SHALL CONFORM TO SOIL STOCKPILE PRACTICES
IN SECTION 4.1 OF THE NH DES STORMWATER MANUAL VOLUME 3.
14. DEWATERING SUMP PITS SHALL BE INSTALLED WHEN WATER COLLECTS DURING
DURING EXCAVATION TO TRAP AND FILTER WATER FOR PUMPING INTO A SUITABLE
DISCHARGE AREA. A PERFORATED VERTICAL STANDPIPE WRAPPED IN NON-WOVEN
FILTER FABRIC IS PLACED IN THE CENTER OF THE PIT TO COLLECT FILTERED WATER
WHERE IT IS THEN REMOVED FROM THE SUMP PIT IN AN AUTHORIZED MANNER.
UNDER NO CIRCUMSTANCES SHALL DEWATERING DRAINAGE BE DISCHARGED INTO A
SANITARY SEWER. CONSTRUCTION DEWATERING SHALL CONFORM TO
CONSTRUCTION DEWATERING REQUIREMENTS OF THE NH DES STORMWATER
MANUAL VOLUME 3 SECTION 4.2.
15. WATER SHALL BE USED FOR DUST CONTROL IN APPROPRIATE AREAS.
16. ALL REGULATORY AGENCY PERMITS REQUIRED FOR THE SITE SHALL BE OBTAINED
PRIOR TO SITE WORK COMMENCES.
17. ALL OFF-SITE WASTE AND BORROW AREAS MUST HAVE AN E&S PLAN APPROVED BY
THE LOCAL CONSERVATION DISTRICT OR THE DEPARTMENT FULLY IMPLEMENTED
PRIOR TO BEING ACTIVATED.
18. E&S BMPS SHALL REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARY TO
THEM ARE PERMANENTLY STABILIZED OR UNTIL THEY ARE REPLACED BY ANOTHER
BMP APPROVED BY THE LOCAL CONSERVATION DISTRICT OR THE DEPARTMENT.
19. MAXIMUM SLOPES SHALL NOT EXCEED 3-FT HORIZONTAL TO 1-FT VERTICAL (3:1),
UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL VERIFY SLOPE STABILITY OF
ALL SLOPES PRIOR TO CONSTRUCTION. UNSTABLE SLOPES SHALL BE LAID BACK
(FLATTENED) UNTIL STABLE OR PROVIDE REINFORCING TO ACHIEVE STABILIZATION.
SLOPE BENCHES SHALL BE IN ACCORDANCE WITH THE NHDES STORMWATER
MANUAL.
20. THE CONTRACTOR SHALL MAINTAIN EMERGENCY ACCESS TO ALL AREAS AFFECTED
BY HIS WORK AT ALL TIMES.
21. TEMPORARY AND PERMANENT SEEDING SHALL SHALL BE IN ACCORDANCE WITH THE
PLANTING PLAN, NH DES STORMWATER MANUAL VOLUME 3, AND NH DOT STANDARD
SPECIFICATIONS SECTION 644.
ALTERATION OF TERRAIN STANDARD NOTES:
1. THE PROJECT IS TO BE MANAGED IN A MANNER THAT MEETS THE REQUIREMENTS
AND INTENT OF RSA 430:53 AND CHAPTER AGR 3800 RELATIVE TO INVASIVE SPECIES.
2. PERIMETER CONTROLS SHALL BE INSTALLED PRIOR TO EARTH MOVING OPERATIONS.
INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AS NECESSARY
PRIOR TO FURTHER EARTH MOVING OPERATIONS. PREVENTION OF EROSION AND
SEDIMENT TRANSPORTATION ISSUES WILL BE FACILITATED BY THE PROMPT
EMPLOYMENT OF EFFECTIVE TEMPORARY AND PERMANENT CONTROL DEVICES, AS
CONDITIONS WARRANT. ADDITIONAL CONTROL DEVICES THAT ARE DETERMINED
NECESSARY, NOT OUTLINED HEREIN, MAY BE INSTALLED BY THE OWNER OR
OPERATOR.
3.
4. PONDS AND SWALES SHALL BE INSTALLED EARLY ON IN THE CONSTRUCTION
SEQUENCE PRIOR TO ROUGH GRADING THE SITE AND OTHER EARTH MOVING
ACTIVITIES.
5. DITCHES AND SWALES SHALL BE STABILIZED PRIOR TO DIRECTING RUNOFF TO THEM.
6. ROADWAYS SHALL BE STABILIZED WITHIN 72 HOURS OF ACHIEVING FINISHED GRADE.
7. CUT AND FILL SLOPES SHALL BE SEEDED/LOAMED WITHIN 72 HOURS OF ACHIEVING
FINISHED GRADE.
8. INSPECT AND MAINTAIN ALL EROSION AND SEDIMENTATION CONTROL MEASURES
WEEKLY AND AFTER EVERY HALF-INCH OF RAINFALL DURING THE LIFE OF THE
PROJECT. REMOVE TRAPPED SEDIMENT FROM COLLECTOR DEVICES AS NEEDED.
9. STABLE IS DEFINED AS:
A. BASE COURSE GRAVELS HAVE BEEN INSTALLED IN AREAS TO BE PAVED,
B. A MINIMUM OF 85 PERCENT VEGETATED GROWTH HAS BEEN ESTABLISHED,
C. A MINIMUM 3-INCHES OF NON-EROSIVE MATERIAL SUCH AS STONE OR RIPRAP
HAS BEEN INSTALLED,
D. OR EROSION CONTROL BLANKETS HAVE BEEN PROPERLY INSTALLED.
9. ALL AREAS SHALL BE STABILIZED WITHIN 45 DAYS OF INITIAL DISTURBANCE.
10. TEMPORARY AND PERMANENT SEEDING SPECIFICATIONS ARE AS NOTED IN THE
"VEGETATION MEASURES" SECTION ON THIS SHEET.
11. STANDARD WINTER NOTES:
A. ALL PROPOSED VEGETATED AREAS THAT DO NOT EXHIBIT A MINIMUM 85
PERCENT VEGETATIVE GROWTH BY OCTOBER 15, OR WHICH ARE DISTURBED
AFTER OCTOBER 15, SHALL BE STABILIZED BY SEEDING AND INSTALLING
EROSION CONTROL BLANKETS ON SLOPES GREATER THAN 3:1, AND SEEDING
AND PLACING 3 TO 4 TONS OF MULCH PER ACRE, SECURED WITH ANCHORED
NETTING, ELSEWHERE. THE INSTALLATION OF EROSION CONTROL BLANKETS
OR MULCH AND NETTING SHALL NOT OCCUR OVER ACCUMULATED SNOW OR
ON FROZEN GROUND AND SHALL BE COMPLETED IN ADVANCE OF THAW OR
SPRING MELT EVENTS.
B. ALL DITCHES OR SWALES WHICH DO NOT EXHIBIT A MINIMUM OF 85 PERCENT
VEGETATIVE GROWTH BY OCTOBER 15, OR WHICH ARE DISTURBED AFTER
OCTOBER 15, SHALL BE STABILIZED TEMPORARILY WITH STONE OR EROSION
CONTROL BLANKETS APPROPRIATE FOR THE DESIGN FLOW CONDITIONS.
C. AFTER NOVEMBER 15, INCOMPLETE ROAD OR PARKING SURFACES, WHERE
WORK HAS STOPPED FOR THE WINTER SEASON, SHALL BE PROTECTED WITH
A MINIMUM OF 3 INCHES OF CRUSHED GRAVEL PER NHDOT ITEM 304.3.
WINTER CONSTRUCTION NOTES:
1. WINTER EXCAVATION AND EARTHWORK SHALL BE COMPLETED AS SUCH THAT NO
MORE THAN 1 ACRE OF THE SITE IS WITHOUT STABILIZATION AT ANY ONE TIME.
2. AN AREA WITHIN 100 FEET OF A PROTECTED NATURAL RESOURCE SHALL BE
PROTECTED WITH A DOUBLE ROW OF SEDIMENT BARRIER.
3. TEMPORARY MULCH SHALL BE APPLIED WITHIN 7 DAYS OF SOIL EXPOSURE OR PRIOR
TO ANY STORM EVENT, BUT AFTER EVERY WORKDAY IN AREAS WITHIN 100 FEET
FROM A PROTECTED NATURAL RESOURCE.
4. AREAS THAT HAVE BEEN BROUGHT TO FINAL GRADE SHALL BE PERMANENTLY
MULCHED THE SAME DAY.
5. IN THE EVENT OF A SNOWFALL GREATER THAN 1 INCH (FRESH OR CUMULATIVE), THE
SNOW SHALL BE REMOVED FROM THE AREAS DUE TO BE SEEDED AND MULCHED.
6. LOAM SHALL BE FREE OF FROZEN CLUMPS BEFORE IT IS APPLIED.
7. A DITCH THAT WILL BE CONSTRUCTED DURING THE WINTER MUST BE STABILIZED
WITH RIPRAP.
8. PERMANENT STABILIZATION CONSISTS OF AT LEAST 85% VEGETATION,
PAVEMENT/GRAVEL BASE OR RIPRAP.
9. DO NOT EXPOSE SLOPES OR LEAVE SLOPES EXPOSED OVER THE WINTER OR FOR
ANY OTHER EXTENDED TIME OF WORK SUSPENSION UNLESS FULLY PROTECTED
WITH MULCH AND EROSION CONTROLS.
10. APPLY STRAW MULCH AT TWICE THE STANDARD RATE (150 LBS. PER 1,000 SF). THE
MULCH MUST BE THICK ENOUGH SUCH THAT THE GROUND SURFACE WILL NOT BE
VISIBLE AND MUST BE ANCHORED.
11. USE MULCH AND MULCH NETTING OR AN EROSION CONTROL MULCH BLANKET OR
MIX FOR ALL SLOPES GREATER THAN 8% OR OTHER AREAS EXPOSED TO DIRECT
WIND.
12. INSTALL AN EROSION CONTROL BLANKET IN ALL DRAINAGE WAYS (BOTTOM AND
SIDES) WITH A SLOPE GREATER THAN 3%.
13. SEE THE VEGETATION MEASURES FOR MORE INFORMATION ON SEEDING DATES AND
TYPES.
CONSTRUCTION SEQUENCE:
THE FOLLOWING CONSTRUCTION SEQUENCE IS RECOMMENDED (COORDINATE ALL SITE
ACTIVITIES AND CONSTRUCTION SEQUENCE WITH THAT OF THE STATION ELECTRICAL
EQUIPMENT, OVERHEAD AND UNDERGROUND TRANSMISSION LINES, AND OTHER
STATION RELATED CONSTRUCTION):
1. CONTACT THE OWNER, QUALIFIED PROFESSIONAL, AND REGULATORY AGENT AT
LEAST FORTY-EIGHT (48) HOURS PRIOR TO COMMENCEMENT OF ANY DEMOLITION,
CONSTRUCTION OR REGULATED ACTIVITY ON THIS PROJECT SITE.
2. CLEARING LIMITS SHALL BE PHYSICALLY MARKED IN THE FIELD AND APPROVED BY
THE REGULATORY AGENT PRIOR TO THE START OF WORK ON THE SITE. INSTALL
PERIMETER EROSION/SEDIMENT CONTROL MEASURES.
3. CONSTRUCT STONE CONSTRUCTION ENTRANCES/EXITS AND INSTALL INLET
PROTECTION FOR CATCH BASINS OR INSTALL SILT SACKS ON CATCH BASIN INLETS
LOCATED IN OFF-SITE ROADS. INSTALL SILT FENCE AND OTHER EROSION CONTROL
DEVICES INDICATED ON THESE PLANS AT PERIMETER OF PROPOSED SITE
DISTURBANCE AND INSTALL ALL EROSION/SEDIMENT CONTROL MEASURES AND
TREE PROTECTION INDICATED ON THESE PLANS. INSTALL SEDIMENT BASINS AND
SEDIMENT TRAPS IF REQUIRED AT LOW AREAS OF SITE OR AS ORDERED BY THE
QUALIFIED PROFESSIONAL OR AS SHOWN ON THESE PLANS.
4. CLEAR AND GRUB SITE. STOCKPILE CHIPS. STOCKPILE TOPSOIL. INSTALL EROSION
CONTROLS AT STOCKPILES.
5. COMMENCE INSTALLATION OF STORM DRAINAGE SYSTEM.
6. COMMENCE EARTHWORK. CONSTRUCT FILL SLOPE. INSTALL ADDITIONAL EROSION
CONTROLS AS WORK PROGRESSES AND CONTINUE STORM DRAINAGE SYSTEM
CONSTRUCTION, TOPSOIL AND SEED SLOPES WHICH HAVE ACHIEVED FINAL SITE
GRADING.
7. CONSTRUCTION STAKING OF ALL FOUNDATION CORNERS, UTILITIES, ACCESS
DRIVES, FENCES AND OTHER SITE APPURTENANCES.
8. ROUGH GRADING AND FILLING OF SUBGRADES AND SLOPES.
9. BEFORE DISPOSING OF SOIL OR RECEIVING BORROW FOR THE SITE, THE
CONTRACTOR MUST PROVIDE EVIDENCE THAT EACH SPOIL OR BORROW AREA HAS
AN EROSION AND SEDIMENT CONTROL PLAN APPROVED BY THE APPROPRIATE
REGULATORY AGENCIES AND WHICH IS BEING IMPLEMENTED AND MAINTAINED. THE
CONTRACTOR SHALL ALSO NOTIFY THE APPROPRIATE REGULATORY AGENCIES IN
WRITING OF ALL RECEIVING SPOIL AND BORROW AREAS WHEN THEY HAVE BEEN
IDENTIFIED.
10. CONTINUE INSTALLATION OF STORM DRAINAGE AS SUBGRADE ELEVATIONS ARE
ACHIEVED.
11. CONSTRUCT PAD SUBGRADE PREPARATION AND BEGIN FOUNDATION
CONSTRUCTION.
12. THROUGHOUT CONSTRUCTION SEQUENCE, REMOVE SEDIMENT FROM BEHIND SILT
FENCES, STRAW BALES AND OTHER EROSION CONTROL DEVICES, AND FROM
SEDIMENT TRAPS AS REQUIRED. REMOVAL SHALL BE ON A PERIODIC BASIS (EVERY
SIGNIFICANT RAINFALL OF 0.50 INCH OR GREATER). INSPECTION OF
EROSION/SEDIMENT CONTROL MEASURES SHALL BE ON A WEEKLY BASIS AND AFTER
EACH RAINFALL OF 0.50 INCHES OR GREATER. SEDIMENT COLLECTED SHALL BE
DEPOSITED AND SPREAD EVENLY UPLAND ON SLOPES DURING CONSTRUCTION.
13. COMPLETE GRADING TO SUBGRADES AND COMPLETE CONSTRUCTION OF
FOUNDATIONS.
14. CONSTRUCT CURBS, PAVEMENT STRUCTURE AND SIDEWALKS
15. CONDUCT FINE GRADING.
16. PAVING OF ACCESS ROAD
17. CONSTRUCT OFF-SITE ROADWAY IMPROVEMENTS, AS NECESSARY.
18. INSTALL YARD SURFACE STONE. FINAL FINE GRADING OF SLOPE AND NON-PAVED
AREAS.
19. PLACE 4" TOPSOIL ON SLOPES AFTER FINAL GRADING IS COMPLETED. FERTILIZE,
SEED, AND MULCH.
20. LANDSCAPE INTERIOR NON-PAVED AREAS, NON-GRAVELED AREAS, AND PERIMETER
AREAS.
21. INSTALL ON-SITE SIGNAGE AND PAVEMENT MARKINGS
22. CLEAN STORM DRAINAGE PIPE STRUCTURES, DETENTION SYSTEMS AND WATER
QUALITY DEVICES OF DEBRIS AND SEDIMENT.
23. UPON DIRECTION OF THE OWNER, QUALIFIED PROFESSIONAL, AND REGULATORY
AGENT, EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED
FOLLOWING STABILIZATION OF THE SITE.
ROUGH GRADING OPERATIONS
1. DURING THE REMOVAL AND/OR PLACEMENT OF EARTH AS INDICATED ON THE
GRADING PLAN, TOPSOIL SHALL BE STRIPPED AND APPROPRIATELY STOCKPILED
FOR REUSE.
2. ALL STOCKPILED TOPSOIL SHALL BE SEEDED, APPLY MULCH OR STRAW, AND
ENCLOSED BY A SILTATION FENCE.
FILLING OPERATIONS
1. PRIOR TO FILLING, ALL SEDIMENTATION AND EROSION CONTROL DEVICES SHALL BE
PROPERLY IMPLEMENTED, MAINTAINED AND FULLY INSTALLED, AS DIRECTED BY THE
QUALIFIED PROFESSIONAL AND AS SHOWN ON THIS PLAN.
PLACEMENT OF DRAINAGE STRUCTURES, UTILITIES, AND FOUNDATION CONSTRUCTION
OPERATIONS
1. SILT FENCES SHALL BE INSTALLED AT THE DOWNHILL SIDES OF EXCAVATIONS, MUD
PUMP DISCHARGES, AND UTILITY TRENCH MATERIAL STOCKPILES. STRAW BALES
MAY BE USED IF SHOWN ON THE EROSION CONTROL PLANS OR IF DIRECTED BY THE
QUALIFIED PROFESSIONAL.
FINAL GRADING AND PAVING OPERATIONS
1. ALL INLET AND OUTLET PROTECTION SHALL BE PLACED AND MAINTAINED AS SHOWN
ON EROSION CONTROL PLANS AND DETAILS, AND AS DESCRIBED IN SPECIFICATIONS
AND AS DESCRIBED HEREIN.
2. NO CUT OR FILL SLOPES SHALL EXCEED 2:1 EXCEPT WHERE STABILIZED BY ROCK
FACED EMBANKMENTS OR EROSION CONTROL BLANKETS, JUTE MESH AND
VEGETATION. ALL SLOPES SHALL BE SEEDED, AND ANY ROAD OR DRIVEWAY
SHOULDER AND BANKS SHALL BE STABILIZED IMMEDIATELY UPON COMPLETION OF
FINAL GRADING UNTIL TURF IS ESTABLISHED.
3. PAVEMENT SUB-BASE AND BASE COURSES SHALL BE INSTALLED OVER AREAS TO BE
PAVED AS SOON AS FINAL SUB-GRADES ARE ESTABLISHED AND UNDERGROUND
UTILITIES AND STORM DRAINAGE SYSTEMS HAVE BEEN INSTALLED.
4. AFTER CONSTRUCTION OF PAVEMENT, TOPSOIL, FINAL SEED, MULCH AND
LANDSCAPING, REMOVE ALL TEMPORARY EROSION CONTROL DEVICES ONLY AFTER
ALL AREAS HAVE BEEN PAVED AND/OR GRASS HAS BEEN WELL ESTABLISHED AND
THE SITE HAS BEEN INSPECTED AND APPROVED BY THE OWNER AND THE
APPLICABLE REGULATORY AGENCIES.
5. AN AREA SHALL BE CONSIDERED TO HAVE ACHIEVED FINAL STABILIZATION WHEN IT
HAS A MINIMUM OF 85% UNIFORM PERENNIAL VEGETATIVE COVER OR OTHER
PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST
ACCELERATED SURFACE EROSION AND SUBSURFACE CHARACTERISTICS
SUFFICIENT TO RESIST SLIDING OR OTHER MOVEMENTS.
6. MAINTAIN ALL PERMANENT AND TEMPORARY SEDIMENT CONTROL DEVICES IN
EFFECTIVE CONDITION THROUGHOUT THE CONSTRUCTION PERIOD. UPON
COMPLETION OF WORK SWEEP PARKING LOT AND REMOVE ALL TEMPORARY
SEDIMENT CONTROLS WHEN AUTHORIZED BY LOCAL GOVERNING AUTHORITY. FILE
NOT (NOTICE OF TERMINATION) WITH GOVERNING AUTHORITY RESPONSIBLE FOR
REGULATING STORM WATER DISCHARGES FROM CONSTRUCTION ACTIVITIES PER
NPDES.
\\BMCD\DFS\CLIENTS\TND\NUSC\58466_NPT\DESIGN\SUBSTATION\400-TRANSITION_STATION-4\CADD\CIVIL-SITE\NPTT411-C500.DWG 10/4/2015 10:22 AM KAMARX
FOR PERMITTINGPURPOSES ONLY
NOT FOR CONSTRUCTION
50' MIN. OR 4 TIMES THE CIRCUMFERENCE
OF THE LARGEST CONSTRUCTION VEHICLE TIRE,
WHICHEVER IS GREATER
3 FT.
EXISTING ROADWAY
MIN 8" AASHTO #1
10' M
IN
.
10' M
IN
.
20' M
IN
.
EX
IS
TIN
G R
OA
DW
AY
PROFILE
PLAN VIEW
EXISTING
GROUND
GEOTEXTILE
PIPE AS NECESSARY
EARTH FILL (TYP.)
MOUNTABLE BERM (6" MIN)
TO PROVIDE PROPER
COVER FOR PIPE
10' MIN.
A
B
USE 1 1/2 - 2" STONE
NOTES:
1. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE
SURFACE.
2. WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES
SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH
5:1 SLOPES WILL BE PERMITTED.
3. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE
PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR
AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED,
DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED
IMMEDIATELY.
4. WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO
PUBLIC RIGHTS-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA
STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.
5. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN
STORM EVENT.
SIDE VIEW
VIEW LOOKING UPSTREAM
8'
24"
6"
18"
2
4
"
F
L
O
W
SECTION A
L
-
A
C102
2STONE CHECK DAM
C102
1STABILIZEDCONSTRUCTION ENTRANCE
NOTE:
KEY STONE INTO CHANNEL BANKS AND EXTEND IT BEYOND THE
ABUTMENTS A MINIMUM OF 18" TO PREVENT FLOW AROUND THE DAM.
NOTE:
L = THE DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
NOT TO SCALE
NOT TO SCALE
PERSPECTIVE VIEW
NOT TO SCALE
8"
(M
IN
)
16" M
IN
FLOW
16" (M
IN
.)
20" (M
IN
.)
NOTES:
1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE
POSTS WITH WIRE TIES OR STAPLES.
2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE
FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID
SECTION
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER
THEY SHALL BE OVER- LAPPED BY SIX INCHES AND FOLDED.
4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND
MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT
FENCE.
STEEL EITHER "T" OR "U"
TYPE OR 2" HARDWOOD.
WOVEN WIRE 14 1/2 GA.
6" MAX. MESH OPENING.
FILTER X, MIRAFI 100X,
STABILINKA T140N OR
APPROVED EQUAL.
GEOFAB, ENVIROFENCE,
OR APPROVED EQUAL.
POSTS:
FENCE:
FILTER CLOTH:
PREFABRICATED
UNIT:
HE
IG
HT
OF
F
ILT
ER
F
L
O
W
F
L
O
W
10' MAX CENTER TO CENTER
36" MIN. FENCE
POST ( 10' MAX.
C. TO C. )
WOVEN WIRE FENCE ( 14 1/2
GA. MIN., MAX 6" MESH
SPACING) WITH FILTER
CLOTH OVER
UNDISTURBED GROUND
EMBED FILTER
CLOTH MIN. 6" INTO
GROUND
36" MIN. FENCE
POSTS DRIVEN
16" INTO GROUND
WOVEN WIRE
FENCE (14 1/2
GA., MAX. 6"
MESH SPACING).
C102
5SILT FENCENOT TO SCALE
NOTES:
1. SEED AND SOIL AMENDMENTS SHALL BE APPLIED ACCORDING TO THE RATES IN THE PLAN DRAWINGS PRIOR TO
INSTALLING THE BLANKET.
2. PROVIDE ANCHOR TRENCH AT TOE OF SLOPE IN SIMILAR FASHION AS AT TOP OF SLOPE.
3. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS, AND GRASS.
4. BLANKET SHALL HAVE GOOD CONTINUOUS CONTACT WITH UNDERLYING SOIL THROUGHOUT ENTIRE LENGTH. LAY
BLANKET LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT CONTACT WITH SOIL. DO NOT STRETCH BLANKET.
5. THE BLANKET SHALL BE STAPLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
6. BLANKETED AREAS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT UNTIL PERENNIAL VEGETATION IS
ESTABLISHED TO A MINIMUM UNIFORM 70% COVERAGE THROUGHOUT THE BLANKETED AREA. DAMAGED OR DISPLACED
BLANKETS SHALL BE RESTORED OR REPLACED WITHIN 4 CALENDAR DAYS.
BLANKET EDGES STAPLED
AND OVERLAPPED (4 IN. MIN.)
INSTALL BEGINNING OF
ROLL IN 6 IN. x 6 IN. ANCHOR
TRENCH, STAPLE, BACKFILL
AND COMPACT SOIL
STARTING AT TOP OF SLOPE, ROLL
BLANKETS IN DIRECTION OF WATER FLOW
PREPARE SEED BED
(INCLUDING APPLICATION OF
LIME, FERTILIZER AND SEED)
PRIOR TO BLANKET
INSTALLATION
REFER TO MANUF.
RECOMMENDED STAPLING
PATTERN FOR STEEPNESS
AND LENGTH OF SLOPE
BEING BLANKETED
THE BLANKET SHOULD
NOT BE STRETCHED; IT
MUST MAINTAIN GOOD
SOIL CONTACT
OVERLAP BLANKET ENDS 6 IN. MIN.
WITH THE UPSLOPE BLANKED
OVERLYING THE DOWNSLOPE
BLANKET (SHINGLE STYLE).
STAPLE SECURELY.
4'
12"
BERM
C102
3EROSION CONTROL BLANKETNOT TO SCALE
-
A
CONCRETE
BLOCK
GRAVEL BACKFILL,
3/4" MIN.
DRAIN GRATE
CONCRETE
BLOCK
WIRE MESH
SCREEN
GRAVEL BACKFILL,
3/4" MIN.
L
E
S
S
T
H
A
N
5
%
OVERFLOW
WATER
WATER
PONDING HEIGHT
PLAN
SECTION A
C102
4CONCRETE BLOCK AND GRAVELDROP INLET SEDIMENT BARRIERNOT TO SCALE
NOTES:
1. DROP INLET SEDIMENT BARRIERS ARE TO BE USED FOR SMALL, NEARLY LEVEL DRAINAGE
AREAS. (LESS THAN 5%)
2. EXCAVATE A BASIN OF SUFFICIENT SIZE ADJACENT TO THE DROP INLET.
3. THE TOP OF THE STRUCTURE (PONDING HEIGHT) MUST BE WELL BELOW THE GROUND
ELEVATION DOWNSLOPE TO PREVENT RUNOFF FROM BYPASSING THE INLET. A
TEMPORARY DIKE MAY BE NECESSARY ON THE DOWNSLOPE SIDE OF THE STRUCTURE.
DROP INLET
MID
LOCATION POINT
\\BMCD\DFS\CLIENTS\TND\NUSC\58466_NPT\DESIGN\SUBSTATION\400-TRANSITION_STATION-4\CADD\CIVIL-SITE\NPTT412-C501.DWG 10/4/2015 1:18 PM KAMARX
FOR PERMITTINGPURPOSES ONLY
NOT FOR CONSTRUCTION
NOTES:
1. SILT SOCK SHALL BE FILTREXXTM SILTSOXXTM OR APPROVED EQUIVALENT.
2. SEE SPECIFICATIONS FOR SOCK SIZE AND COMPOST FILL REQUIREMENTS.
3. SILT SOCK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM EVENTS,
AND REPAIR OR REPLACEMENT SHALL BE PERFORMED AS NEEDED.
4. COMPOST MATERIAL SHALL BE DISPERSED ON SITE, AS DETERMINED BY THE
QUALIFIED PROFESSIONAL.
12"
(M
IN
.)
3"-4"
COMPOST FILLED SILT SOCK
(12"-18" TYP.)
PROTECTED
AREA
2"x 2" WOOD STAKE
PLACED 10' O.C.
WORK
AREA
FLO
W
TOP OF
GROUND
C102
5SILT SOCKNOT TO SCALE
-
A
F
L
O
W
F
L
O
W
F
L
O
W
ISOMETRIC VIEW
SECTION A
3
1
DIKE IF NECESSARY TO
DIVERT FLOW INTO TRAP
EXCAVATED
-
A
F
L
O
W
OU
TLE
T
F
L
O
W
ISOMETRIC VIEW
SECTION A
3
1
3: 1 OR FLATTER
EMBANKMENT
3
1
CREST LENGTH (FT) =
6 x DRAINAGE AREA (ACRES)
EARTH
EMBANKMENT
2:1 SIDE
SLOPES OR
FLATTER
EXCAVATE IF NECESSARY
FOR STORAGE
F
L
O
W
ISOMETRIC VIEW
SECTION
3
1
3
ALL SLOPE 3:1
OR FLATTER
1
EXCAVATE IF NECESSARY
FOR STORAGE
EARTH
EMBANKMENT
ROCK OUTLET
PROTECTION
PERFORATED RISER
C102
4EARTH OUTLET SEDIMENT TRAPNOT TO SCALE
6' MIN.
1' M
IN
.
4' M
AX
.
ROCK OUTLET
PROTECTION
ALL CONNECTIONS
SHALL BE WATERTIGHT
C102
1PIPE OUTLET SEDIMENT TRAPNOT TO SCALE
ISOMETRIC VIEW
EXCAVATE
FOR STORAGE
1.5" TO 2" STONE
FILLED CENTER
APRON
-
A
EARTH FILL
1
3
1
L = 6 x D.A.
SECTION A
3
1
3
1
6' MIN.
1.5" TO 2" STONE
FILLED CENTER
2' APRON
WEIR CREST
FLOW
EXCAVATE
FOR STORAGE
1' M
IN
.
3
4' M
AX
.
1.5" TO 2" STONE
FILLED CENTERPROFILE
C102
2STONE OUTLET SEDIMENT TRAPNOT TO SCALE
PLAN
SECTION
2' MIN.
STABILIZED
OUTLET
ANTI SEEP COLLAR
TYPICAL OF 2
C102
3TYPICAL SEDIMENT BASINNOT TO SCALE
ENGINEERED SELECTED
FILL PLACED IN LAYERS
AND COMPACTED
1' MIN.
FREEBOARD
1' MIN.
INLET ELEVATION
CLEANOUT MARK
SPILLWAY
ELEVATION
SPILLWAY BARREL
EMBANKMENT
STABILIZED WITH
VEGETATION
ANTI FLOTATION BLOCKDRAINAGE HOLES
TRASH RACK
STABILIZED
OUTLET
SPILLWAY BARREL
EMERGENCY SPILLWAY
(IN EXISTING GROUND)
RISER WITH
TRASH RACK
TOP OF EMBANKMENT
SEDIMENT
BASIN
NOTES:
1. REQUIRED FOR DISTURBED AREAS GREATER THAN 5
ACRES WITHIN A DRAINAGE AREA LESS THAN 100
ACRES.
2. SEDIMENT BASIN WILL BE REMOVED WITHIN 3 YEARS.
\\BMCD\DFS\CLIENTS\TND\NUSC\58466_NPT\DESIGN\SUBSTATION\400-TRANSITION_STATION-4\CADD\CIVIL-SITE\NPTT413-C502.DWG 10/4/2015 12:28 PM KAMARX
FOR PERMITTINGPURPOSES ONLY
NOT FOR CONSTRUCTION
48" HIGH DENSITY ORANGE
POLYETHELENE BLAZE FENCE
STAKES: 72" T-POST DRIVEN
22" MIN. BELOW GRADE
WIRE OR ZIP TIES TO SECURE
SAFETY FENCE TO POST
SURFACE GRADE
NOTES:
1. FOR LOCATION OF AREAS TO BE
PROTECTED SEE SHEET C102.
2. SAFETY FENCE SHALL BE FASTENED
SECURELY TO THE T-POSTS.
3. THE FENCING MUST REMAIN IN PLACE
DURING ALL PHASES OF CONSTRUCTION
AND UNTIL ALL DISTURBED AREAS HAVE
BEEN STABILIZED.
C102
3CONSTRUCTION FENCENOT TO SCALE
SETBACK = 1.25"
(4.0° BATTER
ANGLE ON WALL)
MOVE BLOCKS FORWARD
DURING INSTALLTION TO
ENGAGE SHEAR KNOBS
(TYPICAL)
FREE DRAINING BACKFILL
TO EXTEND AT LEAST
12" BEHIND WALL
NON-WOVEN GEOTEXTILE
FABRIC (IF SPECIFIED)
GROUND LEVEL
CRUSHED STONE
LEVELING PAD
GROUND LEVEL
41" BOTTOM BLOCK
41" MIDDLE BLOCK
28" TOP BLOCK
PERFORATED SOCK DRAIN
(AS SPECIFIED BY ENGINEER)
EXPOSED
WALL
WALL
HEIGHT
BURY DEPTH
LEVELING PAD
C100
4RETAINING WALLNOT TO SCALE
4" OF CRUSHED BASALT (ANGULAR STONE)
FINISHED GRADE
C100
2SUBSTATION AND ACCESS ROADGRAVEL SURFACE SECTIONNOT TO SCALE
SUITABLE SUBGRADE
1-1/2 INCH
0-8
27-58
93-100
100
PERCENT BY WEIGHT
PASSING SQUARE
MESH SIEVE
SIEVE
1 INCH
1/2 INCH
1/4 INCH
SUBSTATION AND ACCESS ROAD
SURFACE STONE GRADATION
NOTES:
1. REMOVE ALL LOAM, CLAY, MUCK, STUMPS, AND
OTHER IMPROPER ROAD FOUNDATION
MATERIAL WITHIN 2' OF SUBGRADE. REPLACE
WITH COMPACTED GRANULAR FILL MATERIAL
ACCEPTABLE TO APPROVING AGENCY.
COMPACTION TO BE AT LEAST 95% OF
STANDARD PROCTOR.
2. SUBSTATION SURFACE STONE SHALL EXTEND
3-FT OUTSIDE THE SUBSTATION PERIMETER
FENCE.
3. GRAVEL ACCESS ROADS SHALL HAVE AT LEAST
8 INCHES OF PROCESSED AGGREGATE BASE.
C101-C104
C101-C104
WALL NOTES:
1. WALL SYSTEM IS BASIS OF DESIGN IS REDIROCK INTERNATIONAL
WALL SYSTEM OR APPROVED EQUAL.
2. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF RETAINING
WALL MANUFACTURER OF SYSTEM, PROFILE, LAYOUT, TYPICAL
CROSS SECTIONS AND STABILITY CALCULATIONS SIGNED AND
SEALED BY A NEW HAMPSHIRE LICENSED ENGINEER.
\\BMCD\DFS\CLIENTS\TND\NUSC\58466_NPT\DESIGN\SUBSTATION\400-TRANSITION_STATION-4\CADD\CIVIL-SITE\NPTT414-C503.DWG 10/4/2015 1:38 PM KAMARX
FOR PERMITTINGPURPOSES ONLY
NOT FOR CONSTRUCTION
(5.79 LB./FT.)
(2-7/8"O.D.)
END POST
3/8"ADJUSTABLE
SWING GATE POST
(5.79 LB./FT.)
(2-7/8"O.D.)
TRUSS ROD
DOUBLE GATE
CATCH
VARIABLE
ASSEMBLIES
POST
BRACE 1.660"0.D.
SPACED 14"C-C±
TIE WIRES
GROUND
ASSEMBLIES OF 500 FEET.
A MAXIMUM SPACING OF BETWEEN POST
PULL POSTS SHALL HAVE TWO BRACES, WITH
ALL CORNER AND INTERMEDIATE BRACE OR
ALL END POSTS SHALL HAVE ONE BRACE
GROUND
LINE
NOTE:
(5.79 LB./FT.)
(2-7/8"O.D.)
SWING GATE POST
8'
POST ASSEMBLY
CLASS A
CONCRETE
6"
36"
6"
TUBULAR POST
6"
1"
LINE
GROUND
LINE
SPACED 24"C-C±
TIE WIRES
8'
10'-0" MAX.
POST ASSEMBLY
4'-0"
GATE
SINGLE
6" C-C
BARBED WIRE
L L
CHAIN LINK GALVANIZED FABRIC SHALL
CONFORM TO ASTM A392, SINGLE PIECE
8'-0" HEIGHT, 9 GAUGE, 2" STEEL MESH WITH
TOP AND BOTTOM SELVAGES TWISTED AND
BARBED
x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x
x x x x x x x x x x x x x x
x x x x x x x x x x x x x x x
x x x x x x x x x x x x x x x x x x x x x x x x
x x x x x x x x x x x x x x x x x x x x x x x x
x x x
x x
x x x
x x x
x x
x x x
10'-0" MAX.
TOP RAIL(1.660"O.D.)
(2.27 LB./FT.)
10'-0" MAX.
POST ASSEMBLY
500' MAX. TO
(5.79 LB./FT.)
(2-7/8"O.D.)
OR PULL POST
END, CORNER
(3.65 LB./FT.)
(2-3/8"O.D.)
TUBULAR LINE POST
x
x
x
x x x
x x
x x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
ELEVATION
ELEVATION
FOOTING DETAILC100
1SECURITY FENCENOT TO SCALE
33'-8"
3'-6" IN
G
RO
UN
D
33'-0" BETWEEN POSTS
12" H BEAM
HINGE BOLT DETAIL
2" MAX.
FINISHED GRADE
1-1/2" Ø STEEL
DOWEL
SLOT IN POST
FOR SLIDE LOCK
3" X 3" X 1/4"
SQUARE TUBING
3/4" Ø HOLE
FOR LOCK
3/8" ROUND
STOCK
HSS 8 X 8 X
1
4
POST
7'-6" LONG TYP.
4" X 4" X 3/8"
SQUARE STOCK
HINGE 4" X 6" X 1/2"
RECTANGULAR STOCK, CUT AT
ANGLE WITH 1" BOLT WELDED
WELDED
CAP PLATE
TYPICAL
POST SHOP WELDED TO
BEAM AT BOTH ENDS
8" X 1/2" X 2'-0" BASE PLATE
(CENTERED) - TYPICAL ON
BOTTOM OF BOTH POSTS.
GATE HINGE
GALV. FLAT
WASHER
TYP. OF 3
1" GALV. BOLT
WITH WELDED NUT
POST HINGE
HINGES
NOTE:CUT FROM 4" x 6" x 1/2" RECT. TUBING
SLIDE LOCK DETAIL
NOTES:1. GATE ASSEMBLY AS MFG. BY JOHN BROWN &
SONS, WEARE, NH 603-529-7975 OR APPROVED
EQUAL.
2. ENTIRE GATE ASSEMBLY SHALL BE PRIMED & TOP
COATED FOREST GREEN AFTER FABRICATION.
C100
2
33' ROW GATEDOUBLE LEAF TUBULARWITH BURIED CROSS BEAMNOT TO SCALE
C101-C104
\\BMCD\DFS\CLIENTS\TND\NUSC\58466_NPT\DESIGN\SUBSTATION\400-TRANSITION_STATION-4\CADD\CIVIL-SITE\NPTT415-C504.DWG 10/4/2015 2:24 PM KAMARX
FOR PERMITTINGPURPOSES ONLY
NOT FOR CONSTRUCTION
C100
1NHDOT GUIDERAIL (GR-14)NOT TO SCALE
12 1/4"
NOTES:
1. 25'-0" RAIL PANELS MAY BE USED IN PLACE OF 12'-6" PANELS, EXCEPT ON
CURVES WITH A RAIL RADIUS OF LESS THAN 300 FT.
2. GUIDERAIL HEIGHT SHALL BE SET FROM THE GRADE AT THE FACE OF
RAIL.
3. DESIGNATIONS PROVIDED IN BRACKETS [ ] REFERENCE STANDARD
ELEMENTS DETAILED IN "A GUIDE TO STANDARDIZED HIGHWAY BARRIER
HARDWARE", LATEST ADOPTED VERSION, AASHTO-AGC-ARTBA JOINT
COOPERATIVE COMMITTEE.
4. SEE STD. NO. DL-1 FOR BEAM GUIDERAIL DELINEATORS.
5. PAID FOR UNDER APPROPRIATE 606 ITEMS, OR AS SHOWN ON PLANS.
6. DIMENSIONS OF PLASTIC AND SYNTHETIC BLOCKOUTS ARE AS SHOWN
ON MANUFACTURER'S DRAWINGS.
7. POSTS SHORTER THAN THE 7'-0" INDICATED ON THE DETAIL, BUT NOT
LESS THAN 6'-6", MAY ONLY BE USED WHEN
A) THE SLOPE BEHIND THE GUIDERAIL IS NO STEEPER THAN 4:1
B) WHERE THE DISTANCE FROM THE BACK OF THE POST TO
THE BREAK OF THE SLOPE IS A MINIMUM OF 2'-0"
C) AND THEN ONLY AS APPROVED OR SPECIFICALLY SHOWN
ON THE PLANS.
STRUCTURAL SHAPE STEEL POST & BLOCK
STEEL POST
SIDE
FRONT
4"5 7/8"
7'-0"
3/4" Ø HOLE
W6 x 8.5
1 1/8"
7 5/8"
7 3/16"
1'-10"
7 5/8"
7 3/16"
3/4" Ø HOLE
1 1/8"
FRONT
SYNTHETIC OFFSET BLOCK
TOP
4 1/2"
6"
1 1/8"
7 1/2"
7 3/4"
PLAN VIEW
6'-3"
W6 x 8.5 - 7'-0" LONG
THIE BEAM
[RTM01a OR 02a]
(SEE NOTE NO. 1)
1'-1 3/8"
SYNTHETIC BLOCKS
1'-10" LONG
SYNTHETIC BLOCK
BUTTON HEAD POST
BOLT WITH PLATE
WASHER [FWR03]
[FBB01] BUTTON HEAD
HEAD SPLICE BOLT
1'-10"
4'-3"
7'-0"
3/4" Ø
HOLES
2'-8"
1"
1'-1 3/8"
5 7/8"7 1/2"
HEX NUT WITH
ROUND WASHER
SIDE VIEW AT SPLICE POST
ELEVATION VIEW
PLATE WASHERS (TYP.)
LAP RAIL IN
DIRECTION OF TRAFFIC
SHOULDER GRADE
TRAFFIC
6'-3"
12'-6"
(SEE NOTE NO.1)
POST BOLT SLOT
℄
ROUND WASHER[FWC16a]
NUT FOR SPLICE & POST BOLTS[FBB01]
SPLICE BOLT SLOT
1 3/4"
9/64"
1 1/16"
1 1/2"
1 1/4"
1 3/4"
11/16"
1" Ø x 1/16" DEEP
RECESS BOTH SIDES
1 1/4"
11/16"
5/8"
7/32"
1 1/4" R
1 1/8"
15/16"
5/8"
1 5/16"
SHOULDER
SPLICE POST[FBB01]
(12 REQ'D PER SPLICE)
BEAM SPLICE
POST ASSEMBLY SLOT
1 1/8"
29/64" R
29/32"
4 1/4" 4 1/4"
8 1/2"
2"2"
1 1/8"
2 1/2"
3/4"
3/8" R
PLATE WASHER[FWC03]
1 1/8"
15/16"
5/8"
1 5/16"
5/16"
7/32"
1 1/4" R
5/8"
9"
4" MIN.
SHOULDER
POST BOLT
1 1/2"
7/8"
3/16"
1 3/4"
3"
11/16" x 1"
SLOTTED HOLE
NOTE :LONGER ERECTION BOLTS MAY BE REQUIRED.
THRIE BEAM RAIL
THRIE BEAM RAIL SECTION[RTM01a & RTM02a]
SHEET THICKNESS
12 GUAGE (0.109")
15/16" R
1
0
°
15/16" R
3/8" R
3 1/4"1 1/8"
1'-8"
3 1/4"2 3/8"
1/16"
3 3/16"
2 1/4"
1 17/32"
1
1
/1
6
"
7'-3 1/2"
3'-1 1/2" 3'-1 1/2"
4 1/4"
4 1/4"2"
20"
2"
MIN.
2"
MIN.
℄ 29/32" x 1 1/8" SPLICE BOLT
SLOTS (TYP.)
℄ 3/4" x 2" POST BOLT
SLOTS (TYP.)
W-THRIE BEAM TRANSITION SECTION[RTM01a]
SOURCE: NEW HAMPSHIRE DEPARTMENT OF TRANSPORTATION.
NOTE : NHDOT GUIDERAIL DETAILS SHOWN FOR REFERENCE ONLY.
C101-C104
\\BMCD\DFS\CLIENTS\TND\NUSC\58466_NPT\DESIGN\SUBSTATION\400-TRANSITION_STATION-4\CADD\CIVIL-SITE\NPTT416-C505.DWG 10/4/2015 12:53 PM KAMARX
FOR PERMITTINGPURPOSES ONLY
NOT FOR CONSTRUCTION
DRAIN
C104
2MANHOLE FRAME AND COVERNOT TO SCALE
C104
1PRECAST CONCRETEMANHOLE AND CATCH BASINNOT TO SCALE C104
4TYPE "B" GRATE AND FRAME
-
A-
A
-
B-
B
-
A-
A
-
B
-
B
NOTES:
1. ALL DIMENSIONS ARE NOMINAL.
2. FRAME AVAILABLE IN 4" OR 8"
HEIGHTS.
3. FREE OPEN AREA = 2.55 S.F.
4. USE 3-FLANGE FRAME IF INSTALLED
ADJACENT TO GRANITE CURB.
PLAN
SECTION B-B
SECTION A-AF
LO
W
SID
E
24 15/16"
23 11/16"
23 3/16"
21 3/16"
25"
1/2"
2 1/2"
3"
2 5/16"
3/8"
31 3/16"
8" O
R 4"
22 3/4"
21 1/2"
21"
19"
22 7/8"
1/2"
2 1/2"
5/8"
29"
8" OR 4"
7/16"
7 5/8"
5/8"
GENERAL NOTES:
1. CATCH BASIN TO CONFORM TO NH DOT SECTION 604.1 REQUIREMENTS.
2. FITTING FRAME TO GRADE MAY BE DONE WITH PREFABRICATED ADJUSTMENT RINGS
OR CLAY BRICKS (2 COURSES MAX.).
3. CONE SECTIONS MAY BE EITHER CONCENTRIC OR ECCENTRIC, OR FLAT SLAB TOPS
MAY BE USED WHERE PIPE WOULD OTHERWISE ENTER INTO THE CONE SECTION OF
THE STRUCTURE AND WHERE PERMITTED.
4. PIPE ELEVATIONS SHOWN ON PLANS SHALL BE FIELD VERIFIED PRIOR TO
PRECASTING.
5. OUTSIDE EDGES OF PIPES SHALL PROJECT NO MORE THAN 3" BEYOND INSIDE WALL
OF STRUCTURE.
6. PRECAST SECTIONS SHALL HAVE A TONGUE AND GROOVE JOINT 4" HIGH AT AN 11°
ANGLE CENTERED IN THE WIDTH OF THE WALL AND SHALL BE ASSEMBLED USING AN
APPROVED FLEXIBLE SEALANT IN JOINTS.
7. ALL STRUCTURES WITH MULTIPLE PIPES SHALL HAVE A MINIMUM OF 12" OF INSIDE
SURFACE BETWEEN HOLES, NO MORE THAN 75% OF A HORIZONTAL CROSS-SECTION
SHALL BE HOLES, AND THERE SHALL BE NO HOLES CLOSER THAN 3" TO JOINTS.
SECTION B-B
PLAN
-
B
-
B
NOTE:
1. ALL DIMENSIONS
ARE NOMINAL.
SECTION B-B
FLAT SLAB TOP
SECTION A-A
39 1/4"
34"
30"
31 3/4"
32"
32 3/4"
(3) STACKING LUGS
1" x 2"
3/4"
1 3/4"
3/8"
13/16"
6"
1/2"
12"*
MIN
.
8"*
* FOR 6' Ø STRUCTURES
USE 16" & 12" DIMENSIONS
PLAN
2
4
"
O
P
E
N
I
N
G
V
A
R
I
E
S
4'
VA
RIE
S W
IT
H IN
SID
E D
IA
ME
TE
R
AN
D W
ALL T
HIC
KN
ES
S
OF
D
RA
IN
AG
E S
TR
UC
TU
RE
PLAN
TOP OF GRATE
OR COVER
SEE NOTE NO. 2
SEE NOTE NO. 3
MIN. 3" (TYP.)
VA
RIA
BLE
RIS
ER
SE
CT
IO
N
CO
NE
SE
CT
IO
N
BA
SE
SE
CT
IO
N
SE
E
TA
BLE
4'-0" S
UM
P
(O
MIT
F
OR
DR
OP
IN
LE
T &
MA
NH
OLE
)
CO
RE
H
OLE
DIA
ME
TE
R
HOLE TO CAST
TO PLAN
4'
SEE
CHART
24"
3"
4'
5'
6'
8' 9"
7"
6"
5" 6"
8"
8"
10"
WALL
THICKNESS
(MIN.)
DIAMETER
FLOOR
THICKNESS
(MIN.)6
12
15
18
24
30
36
42
48
54
60
18
22
26
34
42
48
54
64
72
78
1.5
1.8
2.2
2.8
3.5
4.0
4.5
5.3
6.0
6.5
7
18
20
24
32
42
48
54
64
0.6
1.5
1.7
2.0
2.7
3.5
4.0
4.5
5.3
INCHES INCHES FEET INCHES FEET
PLASTIC
CORE HOLE DIA.
RCP
CORE HOLE DIA.
PIPE SIZE
CORE HOLE SIZE
PLAN
6" HIGH WEIR,
8" THICK PRECAST
IN STRUCTURE
LOW FLOW PIPE TO
SAND FILTER, SEE PLAN
FOR LOCATION AND SIZE
6"
OVERFLOW PIPE,
SEE PLAN FOR
LOCATION AND SIZE
LOW FLOW PIPE
NOTE:
1. SEE SHEET NPTT407-C104 FOR
LOCATION OF DIVERSION MANHOLE.
WEIRREINFORCEMENT
8"
WEIR
#4 BARS @
6" ON CENTER
EACH WAY
12"
3" M
IN
.
C104
5DIVERSION MANHOLE MH-1NOT TO SCALE
-
1
STRUCTURE
INVERT AND
LOCATION POINT
6" WEIR,
8" THICK PRECAST
IN STRUCTURE
2"
#4 REBAR
-
3MANHOLE STEPNOT TO SCALE
12"
-
3
LABEL TYPE OF MANHOLE
WITH 3" HIGH LETTERS IN
THE CENTER OF THE
COVER.
DIAMOND TOP
NON-SKID SURFACE
FLOW
FLOW
SECTION A
-A
OVERFLOW PIPE,
SEE PLAN FOR
LOCATION AND SIZE
PRECAST
CONCRETE MH
12"
12"
FOR CATCH BASIN ONLY:PERFORATE STRUCTURE IN SUMP AREA AND
PROVIDE CRUSHED STONE ALL AROUND
WRAPPED WITH GEOTEXTILE FABRIC.
\\BMCD\DFS\CLIENTS\TND\NUSC\58466_NPT\DESIGN\SUBSTATION\400-TRANSITION_STATION-4\CADD\CIVIL-SITE\NPTT417-C506.DWG 10/4/2015 1:26 PM KAMARX
FOR PERMITTINGPURPOSES ONLY
NOT FOR CONSTRUCTION
6" MIN
TYP
4'-0"
4'-0"
8"
MIN
1' M
IN
SU
MP
4'X4' I.D. PRECAST
CONCRETE BOX
1-1/2" x 1-1/2" x 3/16"
GALVANIZED ANGLE CAST INTO
CONCRETE WITH 3" ANCHOR
6"
EL 1720.90
50 YR. 1719.72
OUTLET CONTROL STRUCTURE NOTES:
1. CATCH BASIN STRUCTURE IS TO BE PRECAST
CONCRETE.
2. THE LOCATION AND ELEVATION INDICATED ON
NPTT407-C104 ARE AT THE TOP CENTER OF
THE GRATE.
3. GRATING SHALL BE AMICO STANDARD
WELDED TYPE "W" 19W4 RESISTANCE WELDED
GRATING AS MANUFACTURED BY ALABAMA
METAL INDUSTRIES CORP. OR ENGINEERING
APPROVED EQUAL.
PLAN
C204
2OCS-1OUTLET CONTROL STRUCTURENOT TO SCALE
-
A-
A
-
B
-
B
STRUCTURE
LOCATION POINT
2" Ø
ORIFICE
FLO
WF
LO
W
2" Ø
ORIFICE
INV 1717.90
EL 1716.90
DISCHARGE PIPE,
SEE NPTT407-C104
FOR SIZE
2" Ø
ORIFICE
FLOW
DISCHARGE PIPE,
SEE NPTT407-C104
FOR SIZE
1' M
IN
SU
MP
INV 1717.90
EL 1716.90
2'-6"
8" MIN
EXTENDED BASE
WEIR
EL 1718.95
DETENTION
BASIN DT-1
SECTION A-A
SECTION B-B
(ABOVE)
1-1/4" x 1/8" @ 1-3/16" GALVANIZED
WELDED STEEL BAR GRATING
(1 PANEL @ 26-1/4" x 26")
SEE NOTES
FLOW
12"
C506
3
WEIR
4"
2'-6" WEIR
5'-0"
1'-0"
5'-0" 10'-0" 7'-0"
5'-0"
8"
8"
8"
24'-8"
7'-0"
9"
3'-3"
2'-0"
6"
6"
GRAVEL DEBRIS SCREEN
SAND FILTER MEDIA
GRAVEL
6"
24"
3"
6" PERF. HDPE UNDERDRAIN
C506
3
6" PERF. HDPE UNDERDRAIN
WEIR
(ABOVE)
3 REQ'D.2'-0"
C506
2
3 REQ'D.
C506
2
2'-0"
2'-0"
FINISHED GRADE 1737.24 (MIN.)
3'-6"± MIN.
C503
3
WEIR
OVERFLOW
RECTANGULAR
WEIR
8"
2" PVC PIPE
(OPPOSITE WALL)
INV 1730.95
8" HDPE
(OPPOSITE WALL)
FLOW
FLOW
FLOW
FLOW
2" PVC PIPE FROM
DIVERSION MH
8" HDPE
FLO
W
FLO
W
WEIR
PLAN
-
A-
A
SECTION A-A
C104
1SAND FILTER SF-1NOT TO SCALE
6'-4"
8"
4'-6"
WQ WATER SURFACE EL=1730.95
EL 1726.45
100-YEAR WATER SURFACE EL = 1720.13
2'-3"
2'-3"
GRATING
SAND SUBSTITUTIONS SUCH AS DIABASE AND GREYSTONE
#10 ARE NOT ACCEPTABLE. NO CALCIUM CARBONATED OR
DOLOMITIC SAND SUBSTITUTIONS ARE ACCEPTABLE. NO
"ROCK DUST" CAN BE USED FOR SAND.
MATERIAL SPECIFICATIONS / TEST METHOD SIZE NOTES
UNDERDRAIN
GRAVEL
ASTM C-33
NO. 4
(1" TO 2" DIA. STONE)
UNDERDRAIN
PIPING
ASTM F758, TYPE PS28 6" RIGID SCHEDULE
40 PVC OR HDPE
3/8" PERFORATED @ 6" ON CENTER, 4 HOLES PER ROW,
MINIMUM OF 3" OF GRAVEL OVER PIPES.
SAND
FILTER
0.02" TO 0.04"
GRAVEL DEBRIS
SCREEN (PEA GRAVEL)
ASTM D448 NO. 8
(3/8" PEA GRAVEL)
CLEAN WASHED STONE, FREE OF
FINES AND ORGANIC MATERIAL
CLEAN WASHED STONE
ASTM C-33 CONCRETE SAND
10 YR WATER SURFACE EL=1731.55
8"
CLEANOUT, (TYP. OF 3)
EL 1729.70
EL 1727.45
CLEANOUT, (TYP. OF 3)
NOTES:
1. SAND FILTER CHAMBER SHALL BE PRE-CAST CONCRETE.
2. STRUCTURE SHALL BE DESIGNED PER ACI 318 AND ASTM C890.
3. STRUCTURE SHALL BE DESIGNED TO RESIST HS-20 TRUCK
LOADING.
4. PROVIDE EXTERIOR ASPHALTIC WATERPROOF COATING.
5. CONTRACTOR SHALL PROVIDE ANTI-FLOTATION CALCULATIONS
AND DEVICES AS REQUIRED FOR A STABLE INSTALLATION.
6. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS, STEEL
REINFORCEMENT AND BUOYANCY CALCULATIONS SIGNED AND
SEALED BY A NEW HAMPSHIRE LICENSED ENGINEER.
7. ABSOLUTELY NO RUNOFF IS TO ENTER THE SAND FILTER UNTIL
ALL CONTRIBUTING DRAINAGE AREAS HAVE BEEN STABILIZED.
SURFACE OF FILTER BED IS TO BE LEVEL.
EL 1733.45
2" PVC
2" GATE
VALVE FOR
DEWATERING
\\BMCD\DFS\CLIENTS\TND\NUSC\58466_NPT\DESIGN\SUBSTATION\400-TRANSITION_STATION-4\CADD\CIVIL-SITE\NPTT418-C507.DWG 10/4/2015 2:36 PM KAMARX
FOR PERMITTINGPURPOSES ONLY
NOT FOR CONSTRUCTION
3' M
IN
.
1' M
IN
.
1' MIN.1' MIN.
3' MIN.
STANDARD PAVEMENT
SECTION. SEE DETAIL
4" LOAM & SEED
C104
1CONCRETE END SECTION FORREINFORCED CONCRETE PIPENOT TO SCALE
SELECT CLEAN
COMMON FILL
CRUSHED
GRAVEL HALF
WAY UP PIPE
COMMON FILL
MATERIAL
8" M
IN
.
DRAIN LINE
TEMPORARY
BACK FILL OR
SPOIL
PAVED AREAUNPAVED AREA
C104
6PIPE TRENCHNOT TO SCALE
AI
Atw
Aiw
Rt
TYPE I GEOTEXTILE FABRIC
PLAN VIEW
CROSS-SECTION
OUTLET
NO.
PIPE DIA
Pd (IN)
RIP RAP APRON
SIZE
D50
(IN)
THICK.
Rt (IN)
LENGTH
AI (FT)
INITIAL
WIDTH
Aiw (FT)
TERMINAL
WIDTH
Atw (FT)
18 6 18 14.00 4.50 10.00
NOTES:
1. THE SUBGRADE FOR GEOTEXTILE FABRIC AND RIP-RAP SHALL BE
PREPARED TO THE LINES AND GRADES SHOWN.
2. THE ROCK USED FOR RIP-RAP SHALL CONFORM TO NHDOT CLASS C
STONE.
3. GEOTEXTILE FABRICS SHALL BE PROTECTED FROM PUNCTURE OR
TEARING DURING THE PLACEMENT OF THE ROCK RIP-RAP. DAMAGED
AREAS IN THE FABRIC SHALL BE PREPARED BY PLACING A PIECE OF
FABRIC OVER THE DAMAGED AREA OR BY COMPLETE REPLACEMENT
OF THE FABRIC. ALL OVERLAPS REQUIRED FOR REPAIRS OR JOINING
TWO PIECES OF FABRIC SHALL BE A MINIMUM OF 12 INCHES.
4. STONE FOR THE RIP-RAP MAY BE PLACED BY EQUIPMENT AND
SHALL BE CONSTRUCTED TO THE FULL LAYER THICKNESS IN ONE
OPERATION AND IN SUCH A MANNER AS TO PREVENT SEGREGATION
OF THE STONE SIZES.
C104
2OUTLET PROTECTIONNOT TO SCALE
FLARED END
SECTION
FLARED END
SECTION
2' MIN.
1
3' MIN.
DEPTH VARIES
0.5' MIN.
12"12"
SEE PLAN
3' MIN.
3 MAX.
1
2 MAX.
4" MIN. LOAM OR TOPSOIL AND SEED
W/EROSION CONTROL AND REVEGETATION
MAT (ECRM) (EXCELSIOR, JUTE, MIRIMAT,
OR EQUAL) OR SOD
C100
5GRASS SWALE CROSS SECTIONNOT TO SCALE
NOTES:
1. DESIGN OF END SECTION SHALL CONFORM TO
STANDARD REINFORCED CONCRETE PIPE.
2. CUT OFF WALL TO BE POURED IN FIELD, IF
NECESSARY, AS DIRECTED BY THE ENGINEER.
3. PAYMENT FOR THE CUT OFF WALL WILL BE
MADE UNDER THE APPROPRIATE CONTRACT
ITEMS.
SLOPE DETAIL
PLAN
END VIEWLONGITUDINAL SECTION
SEE TABLE
FOR SLOPE
Y
X
END SECTION
CULVERT
S
L
O
P
E
PLANNED
CULVERT
LENGTH
D
R
T
Y
X
T
T
GROOVED END ON OUTLET END SECTION
TONGUE END ON INLET END SECTION
(OR END SECTION TO FIT PIPE USED)
C B
BAR OR
STEEL FABRIC
REINFORCEMENT
A
T
DIA
. +
1"
DIA.
OPTIONAL CONCRETE CUTOFF
WALL - WHEN ORDERED
ITEM
NO.
PIPE
DIA.
APPROX.
SLOPE
X to Y
A B C R TD
2' MIN.
1
3' MIN.
DEPTH VARIES
0.5' MIN.
SEE PLAN
3' MIN.
3 MAX.
1
2 MAX.
RIP RAP
d
50
= 6"
3
x
d
5
0
C100
4RIPRAP SWALE CROSS SECTIONNOT TO SCALE
TYPE I GEOTEXTILE
FABRIC
DIMENSIONS, INCHES (mm)
B MAX
TYP.
(300mm)
PIPE DIAMETER
TOP VIEW
A, ±1 (25)PART NO.
SIDE VIEW
W, ±2 (50)L, ±1/2 (13)H, ±1 (25)
CONCRETE
SEE NOTES
12"
12"
H
L
A
W
A
1'L
B
CONSTRUCTION SPECIFICATIONS
PREPARE BEDDING:
BACKFILL MATERIAL AROUND THE END SECTION MAY BE THE SAME AS THE
MATERIAL AROUND THE PIPE, PLACE A FEW INCHES OF BACKFILL MATERIAL IN
THE TRENCH OR DITCH WHERE THE END SECTION WILL BE PLACED. COMPACT
AND CONTOUR THIS BEDDING MATERIAL TO GENERALLY MATCH THE END
SECTION, EXCAVATE AN AREA IN THE BEDDING WHERE TOE TROUGH WILL SEAT
SO THAT THE END SECTION WILL BE LEVEL WITH THE BOTTOM OF THE TRENCH
OR DITCH IN THE FINISHED INSTALLATION.
PLACE END SECTION OF PIPE:
OPEN THE END SECTION COLLAR AND SEAT IT OVER THE TWO PIPE
CONNECTIONS. ONCE THE END SECTION IS POSITIONED, CHECK TO MAKE SURE
THAT THE INVERT OF THE END SECTION MATCHES THE INVERT OF THE PIPE AND
THAT THE END SECTION IS LEVEL WITH THE TRENCH OR DITCH BOTTOM.
SECURE THE END SECTION:
SLIP THE STAINLESS STEEL ROD THROUGH THE PRE-DRILLED HOLES AT THE TOP
OF THE COLLAR. THE ROD SHOULD BE BETWEEN THE CROWNS OF THE TWO PIPE
CONNECTIONS. PLACE A WASHER ON EITHER END OF THE ROD. PLACE A NUT
ON EITHER END OF THE ROD AND TIGHTEN WITH A WRENCH.
SECURE THE TOE TROUGH:
TO PREVENT WASHOUTS FROM HIGH VELOCITY FLOW, IT IS RECOMMENDED
THAT THE TROUGH BE SECURED WITH CONCRETE. POUR CONCRETE IN THE
TROUGH UP TO THE LEVEL OF THE TRENCH OR DITCH BOTTOM AND ALONG THE
ENTIRE LENGTH OF THE TROUGH.
FINISH BACKFILL:
SHOVEL BACKFILL AROUND THE END SECTION IN 6 TO 9 INCH LAYERS EQUALLY
ON BOTH SIDES, KNIFING IT TO ELIMINATE VOIDS. TAMP WITH A SMALL-FACED
COMPACTOR OR OTHER EQUIPMENT SUITABLE FOR SMALL AREAS. CONTINUE
PLACING, KNIFING, AND COMPACTING BACKFILL LAYERS TO THE TOP OF THE
END SECTION TO SEAT IT WELL INTO THE BACKFILL.
C104
3END SECTION FOR HDPENOT TO SCALE
STRUCTURE
INVERT AND
LOCATION POINT
INVERT AND
LOCATION POINT
ECRM
INVERT AND
LOCATION POINT
STRUCTURE
INVERT AND
LOCATION POINT
FES-3
FES-4 18 6 18 13.00 4.50 18.00
SEE PLAN
FOR SIDE
SEE PLAN
FOR SIDE
15 (380)
10 (254)15" (300,375)
18" (450) 7.5 (190)
6.5 (165)1210 NP
1810 NP 32 (812)
25 (635)
6.5 (168)
6.5 (165)
35 (890)
29 (736)
603.301183 TO 118" 9" 27" 46" 36" 12" 2 1/2"
15 6 18 12.00 4.00 15.00FES-1
\\BMCD\DFS\CLIENTS\TND\NUSC\58466_NPT\DESIGN\SUBSTATION\400-TRANSITION_STATION-4\CADD\CIVIL-SITE\NPTT419-C508.DWG 10/4/2015 2:17 PM KAMARX
FOR PERMITTINGPURPOSES ONLY
NOT FOR CONSTRUCTION
EARTHEN PLUG
BASIN
NO.
Z3
(FT)
Z4
(FT)
TOP
ELEV
WTE
(FT)
CREST
ELEV
WCE
(FT)
WIDTH
Ww
(FT)
RIPRAP
SIZE
RIPRAP
THICK.
LRt
(IN)
Z5
(FT)
DEPTH
Cd
(FT)
WEIR LINING CHANNEL
Pl
RIPRAP LINING
WTE
WEIR
SECTION A-A
WCE
LRt
GEOTEXTILE
Z5
1
Cd
Ww
WCE
GEOTEXTILE
11
Z4Z3
WTE
LRt
DT-1 3 3 1722.00 1721.00 14 12" 236" 0.25
CONCRETE CUTOFF
WALL (SEE DETAIL 2)
3:1 (H:V INTERIOR
BASIN SLOPE
12" THICK, REINFORCED
CONCRETE CUTOFF WALL
RIPRAP SPILLWAY
(SEE DETAIL 1)
4'
MAXIMUM 3:1 (H:V)
SIDE SLOPE
EMBANKMENT
CREST
EMERGENCY
SPILLWAY CREST
ELEVATION
ROCK RIPRAP
CONCRETE CUTOFF
WALL
EL=1721.00
EL = 1722.00
14'
3' (M
IN
)
2'
12" (M
IN
)
#5 BARS
PI
(FT)
1
NOTES
1. SEE SECTION THROUGH SPILLWAY FOR FURTHER INFORMATION.
CHANNEL
MATCH GRADE AT TOP
OF CHANNEL
C104
1SECTION THROUGH SPILLWAY
NOT TO SCALE
C104
4SPILLWAY APRONNOT TO SCALE
SECTION B-B
-
A
-
A
-
B
-
B
1' M
IN
.
12"12"
NON-WOVEN
GEOTEXTILE FABRIC
(MIRAFI 140N OR EQUAL)
OVERLAP AT TOP 12" MIN.
4"
12"
PERFORATED
HDPE PIPE
C104
2UNDERDRAINNOT TO SCALE
4"
4"
FREE DRAINING
3/4" STONE
EVERSOURCE
GROUNDING GRID
(DEPTH 18" ±)
CRUSHED STONE
FINISHED STONE
NOTES
FINISH GRADE
CLEANOUT FRAME & COVER NEENAH
R-6461-AH OR APPROVED EQUAL. SEE
NOTES 1, 2, AND 4.
6" MIN
3"
8-#5 x 1.5'
P-610 CONCRETE
PAD-2' X 2' X 12"
30# FELT AROUND PIPE
45° WYE & ELBOW TO
BE INSTALLED IN THE
DIRECTION OF FLOW
4" DIA. NON-PERFORATED PVC
RISER PIPE (SEE NOTE 3)
NEW UNDERDRAIN
(SEE DETAILS, THIS
DRAWING)
UNDERDRAIN INVERT
(SEE PLANS)
1. CLEANOUT FRAME AND COVER SHALL BE DUCTILE IRON DESIGNED TO HS-20 LOADINGS.
2. NO LOAD SHALL BE TRANSFERRED FROM CLEANOUT FRAME AND COVER TO 4" PVC
UNDERDRAIN CLEANOUT OR 12" COLLECTION STRUCTURE.
3. STANDARD MANUFACTURER FITTINGS SHALL BE USED TO CONNECT VERTICAL
UNDERDRAINS TO 12" PVC UNDERDRAINS AND OUTLET PIPES.
4. ALL UNDERDRAIN CLEANOUT AND COLLECTION STRUCTURE COVERS SHALL BE BOLT
DOWN TYPE.
5. INVERTS FROM OPPOSITE DIRECTIONS MAY NOT BE AT THE SAME ELEVATIONS AS
SHOWN IN DETAIL REFER TO THE PLANS FOR INVERT ELEVATIONS.
C104
3UNDERDRAIN CLEANOUTNOT TO SCALE
C509
GEOTEXTILE
FABRIC
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FOR PERMITTINGPURPOSES ONLY
NOT FOR CONSTRUCTION
EXCAVATED
TRENCH
LIMITS
"RAM-NEK" OR
EQUIVALENT
UNDISTURBED
EARTH
PLAN
SECTION A-A
TRENCH WIDTH
"RAM-NEK" OR
EQUIVALENT
BOTTOM OF
TRENCH
SIDE OF
TRENCH
FINISHED GRADE
NOTES:
1. WRAP PIPE WITH "RAM-NEK" OR EQUIVALENT WHERE
PIPE IS EXPOSED TO CONCRETE PRIOR TO POURING.
2. EXCAVATION & BACKFILL SHALL BE AS SPECIFIED.
3. DO NOT PLACE WITHIN 2 FEET OF A PIPE JOINT.
4. REFER TO DETAIL 1 FOR LOCATION
12
"
MIN
3'-6
"'
3'-6"'
#5 BARS
7'-0
"
7'-0"
30"
CAST-IN-PLACE OR
PRECAST CONCRETE
COLLAR (MIN. 2000 PSI)
C104
2ANTI SEEP COLLARNOT TO SCALE
BASIN
NO.
Z2
(FT)
DIA
Bd
(IN)
INLET
ELEV
BIE
(FT)
OUTLET
ELEV
BOE
(FT)
TOP
ELEV
ETE
(FT)
Z1
(FT)
BARREL
MAT'L
LENGTH
BL
(FT)
EMBANKMENT
TOP
WIDTH
ETw
(FT)
DT-1 2:1 2:1 18" 1717.50 18 1717.00 1722.00 4
2-YEAR WATER SURFACE EL = 1718.85
100-YEAR WATER SURFACE EL = 1720.13
RIP RAP APRON
DISSIPATER
ETE
KEY TRENCH
ANTI-SEEP
COLLAR
(SEE DETAIL 13)
ETw
BOE
OUTLET CONTROL STRUCTURE
BIE
BL
Bd
WATERTIGHT SEALS, ALL JOINTS
CORE
SHELL
1
Z1
1
Z2
1
1
1
1
5'(MAX)
EMERGENCY SPILLWAY CREST
EL 1721.00
UNDISTURBED GROUND OR
PROPERLY CONSOLIDATED SUBGRADE (TYP)
CREST
(FT)
10
-
A-
A
C104
1DETENTION BASINCROSS SECTIONNOT TO SCALE
RCP
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FOR PERMITTINGPURPOSES ONLY
NOT FOR CONSTRUCTION