HomeMy WebLinkAbout20170637 Ver 1_SR1526A_Sampson_Final E&SC plans_20170523GRAPHIC SCALE
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PLANS
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PROFILE (HORIZONTAL)
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PROFILE (VERTICAL)
ROADSIDB BNVIRONMENTAL UNIT
DIt7SI0N OF HIGXWAYS
STATS OA NORTX CAROLINA
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��������T �IF IH[��IH[����
WATA UGA CU U11tTY
LOCATION: SR IS'26A SAMPSON RD
FROM END OF PAVEMENT 2.10 MII.ES TO POINT
STA 00 + 00 TO E.O.P. I10 + 69
TYPE OF WORK: GRADING, DRAINAGE, BASE
AND PAVI11tG - 2.10 MILES
BEGAN SURVEY: 09/03/14
END SURVEY.• 06i17/IS
REVISED:
TXSS6 fiROSlON AND SEDIMBNT CONTROL PLANS COMPLY
[{7TX THB RBGUL,9TIONS SST FORTX BY TXB
NCG-010000 GEI�i'RAL CONSTRUCTTON PBRMIT SFFECTIVE AUGUST 3, 2011
ISSUEU HY 77� NORTX CAROLfNA DEPARTMENT OA SNVIRONMSNT AND
NATURAL RBSOURCSS DI[7SION OF WATER QIIALI7Y,
Prepored ln fhe Olflce af:
DIVISION OF HIGHWAYS
DIVISION Il, D)STRICT 2 BOONB
P.O. BOX 1460, BOONE, N.C. 28607
2012 STANDARD SPECIFICATIONS
sren e[en vaoBcr ev�wxa ta s�ar �rarn�
N0. 9HBBf8
.�. 11C.095110 EC-1 21
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ER4SION AND SEDIMENT CONTROL MEASURES
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1�.� T�n+norary Silt DiEcb _ m
1�.OS Tcmpornr� Divereion _ _� � _�,.
1�i.01 Temporarl .Si�t r' ence _ _ _ _ _ _ _ _ _ _ ��{ ��� �
I6(16,01 $pecia� Sedime¢E �,'ontra] Fe¢ce ____
162Y.01 Tempornry Be�me and Slope D�niva _ _ _ _ _ _ _ _ _ T � t'
1�.� Si�E Bae:n Tppe B_____________'_ ��
1633.01 T�mPo:a:� Ro�k S�le Che�h T�n�-A �
T�mP>:nr� Ro�k Si]E Ch��k T�P�-A Wie6 O
Mattins and Po�yncr�lamid� (PAM) _ _ _ _ _ _ _ _ �
1633.0$ Tempornry Ro�k Silc Ch��k Typa-B _____�
Watel�/Ca�r F;be: NaeEl�________________, -"-
WntE�e� Coir 1''iber WatE]c �
wilL Po�yncry�nmide (PAM)-- ---0
1�.�1 Temporar� Roc�c Sediment Dam Type'.� ____.
1�.� Temporary Iiock .�edimen! Dam TJpe-B_ _�
1635.01 Rock I�ipe Inlee 9edimene Trnp T�pe-.� ______.�
1�.� Ro�k Psv� In�et SedimenE Trap T�pe-$_ _�
i�o.a sE.u;ng Ba,.n-----------------------�
i�o.oe sPe�sd� st.n.ng aas;n_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �
Roc� In1eE Sedimant Trap:
1�1.01 TYPe t�____________"__________' "�
I�YAD T➢Pe �___________________'____.Q�
1��.� Type C ��
Ski��e. Baain �
Tiercd Skimme� Baain- - - - - �
Infi�tration $aei�___________________.�
THI3 PROJECT CONTAIlVS
ER09ION CONTROL PLAN9
FOR CLEARING AND
GRU33ING PHASE OF
CON9TRUClTON.
ENVIRONMENTALLY
SEN3ITNE A�tEA(S) FXIST
ON THIS PROJECT
Refer To S, C. Spacial Prouiainni
jor Special Contiderntiana.
Roadp�ay 8tendard Dnwinge
'1'Le followinr raodway e ermda:d� a oppear in "Ilo4dway 8andu�d Deawiu�e"- Roadn�ay Daign
Unit - N� G. Deparrmeut o raneportadoa - Raleigh,ll� C„ doud Jenuaey 4017 and rhe lueet
revLou therato ue appllaeble to dila projeoc ond bs refereoce 6ereby ae cooddered e part of
theee vlew.
1fiO4.U1
1605�41
1606.01
1601.U1
1622�01
1630.01
1G3D.02
1630�03
1630.04
1630.Os
1630.OG
1631,01
Railroed Erodon Cona�ol Daeil
Tamporary 9ilt Fence
8peolal8edimea� Coeaol Fence
Grard Comtruodoa F�uvnca
Temponry .ierme and 9lope Dreine
R�eer �•;�
9ilt 3aei¢ Type 3
Temporary Silt Ditoh
BdWnq Juin
Temyorar� Dheedan
8pealal 9tipinA 3adn
Motdn+ Inemlladaa
1632.01
1632.02
1632.03
1633,01
1633,04
1634�01
1634.02
163�.01
i�e.as
1640.01
1645.01
Roek Inlet 8edimencT�vp Type A
Rack Idet9edimeucTnp lyye 3
Raek Inlet9edimeneTeap Type C
Temparary Rack 9ilt C6eok Type A
Tempmary Roak 8ilt Cheak Tyye .i
Temp� Rack 8adiment Ikm Type A
Temporar� Aooh 9edimwt Dam Type 3
Rook PIDa Ielet 8adimrnt Trep Tyye A
Aook Pipe Ielot 8ediment Trap Tyya 3
Coir Fiba 3effle
Tempoeary Stream Cxaednj
Erosion Control Schedule and Notes
EROSION CONTROL & PIPE INSTALLATICJN
TROUT BUFFER ZONE SEQUENCE
GENERAL E&SC NOTES
GRCJUND STABILIZATION CHART
1. Generally, the order of installation of the
erosion control measures will be as follows:
A. Temporary silt basins shall be installed
before clearing and grubbing begins.
B. Silt fences and tem orary silt ditches
shall be installed a�er clearing and before grading.
C. Temp orary stone ditch checks with PAM or
wattIes with PAM shall be installed in all disturbed
areas as soon as the disturbance begins.
D. Final stone ditch checks or wattles shall be
installed as soon as ditch line is established.
E. Pipe outlet and inlet protection will be done
as soon as the pipe is installed.
F. Other permanent erosion control measures are to
be imp7emented as soon as practical.
2. Temporary rock silt checks?typ e B will be spaced
by percent grade as shown m-the erosion control plan. .
3. No. 5 stone, or equivalent= will be used in conjunction
with the temporary rock silt checks in locations where
water is leaving the pro�ect or entering a pipe.
4. All devices are to be cleaned out when half full.
S. Establish permanent vegetation per ground stabilization
chart.
SCHEDULE
Wet Pipe Installation Schedule and Notes
1, Prior to installing any E&SC measures identify
permit conditions and impact area limits.
2. Install erosion control devices.
3. Manage the water course. The pipe must be
placed in the dry. Install dewatering measures.
4. Remove material and existing pipe while limiting,
material and sediment from entering stream and
escaping the project.
5. Excavation of stream channel shall not exceed 10' on
either side of new pipe or culvert unless indicated on permit.
6. Per permit conditions for Corps of. Engineers
and the Wildlife Resources Commission, all pipes
in streams 48"or �reater must be buried 12" below
streambed elevation. Pipes less than 48"must be buried
with 20% of the diameter below streambed elevation.
7. Place the new pipe and compact backfill.
8. Install slope protection on the outlet and inlet ends
of the pipe. Also complete installation of erosion
control measures and perform maintenance as needed
on existing measures,
9. Establish permanent vegetation per ground stabilization
chart.
Notes:
10. More information on wet pipe installation can be found
For silt basin size see the attached erosion control plans. in the BMP manual section 4.2 "Pipe & Culvert
installation"
PAM is to be placed on all Typ e A checks and wattles in the erosion
control chain except for the final device in HWQ and Trout projects.
GROUND STABILIZATION CHART
Site Area Descrtption Stabillzatlon Time Frame Stabllizatlon Tlme Frame Exceptions
Perimeter dikes, swales, ditches 7 days None
and slopes
High Quality Water Zones 7 days None
Slopes steeper than 3:1 7 days If slopes are 10 ft. or less in length and are
not steeper than 2:1, 14 days are allowed
Slopes 3:1 or flatter 14 days 7 days for slopes greater than 50' in lenght
All other areas flatter than 4;1 14 days None
(except for perimeters and HQW zones)
General Erosion Control Sequence & Notes for NC DOT
Projects in Trout Buffer Zones
1. Prior to installing any E&SC measures identify
permit conditions and impact area limits. Review
trout buffer variance approval conditions for
any special provisions.
2. All materials should be on the hand before work
is commenced.
3. Install EC devices
4. Work within the buffer zone should be sequenced
to minimize the length of time that disturbed areas
are exposed. Stream bank stabilization, which includes
the area from the edge of water to the top of bank, should
be phased so that each day's work is a completed work,
including provision of adequate ground cover.
5. Crraded slopes and fills within the trout buffer zone will
within 7 calendar day� of completion of any phase of
grading be planted or otherwise �rovided with temporary
or permanent ground cover, devices, or structures sufficient
to restrain erosion.
6. Graded slopes and fills within the trout buffer zone (excluding
road shoulders) shall be protected with rolled erosion control
product, bonded fiber matrix, or flexible growth medium after
seeding.
Notes:
Silt fence backed by woven wire, with a post spacing of 6 feet,
shall be used instead of standard silt fence in trout buffer zone.
Special sediment control fence shall be used in areas where
bedrock is encountered which prohibits the proper anchoring
of fabric, and in low points ofthe silt fence in 3-foot sections
to allow for concentrated flows.
The disturbed areas within the stream buffer shall be restored
to native vegetation characteristic of an undisturbed buffer to
the extent practical upon completion of construction,
Flyrock �rotection such as blast mats should be provided for
blasting in close proximity to streams.
PAM is to be laced on all Type A checks and wattles in the
erosion contro� chain except for the final device in HWQ and
Trout projects.
�•1
�v 5' 0' 5'
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VARI ES ,
SHOULDER
7'-9' �
TRAVEL LANE
7'-9' VARIES VARIE;
TRAVEL LANE HOULDE DITCH
14'-18' EXISTING TYPICAL SECTION
SR 1526A
50.0'
6.0'
Shoulder
Travel Lane
Right cf Way
�
9.0' 4.0' 4.0'
Travel Lane Shoulder Ditch
I 0.02 FTiF7 I , 0.02 FVFT I I
0.08 � o� � 0.08
---- ------------- ------- --- 3'�
GRADE TO THIS LINE
TYPICAL SECTI�N NO. 1
3.0' 1.0' 9.0'
Ditch hl er Travel Lane
50.0'
Right of Way
�
_�_
9.0' 6.0'
Travel Lane Shoulder
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,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,�,. ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,.
�.,..,.,��.�,�.�.,�.....,.�------,.,.----........------
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TYPICAL SECTICJN NO. 2
STATIONS 35 + 30 to 38 + 00
1�
?'l
3.0'
Min.
�S�
PROPOSED
PRIVACY BERM
50.0'
Rig ht of Way
�
— � � � 4.0' 4.0' 9.0'
� � Ditch Shoulder Travel Lane
\ \ GRAI
POI�
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4.0' 2.0'
Shoulder Pave
Shld
9.0'
Travel Lane
� � 0.02 F7/FT , 0.02 FT/FT
10.0'
Travel Lane
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� � � �
� 6.0'
Shoulder
TYPICAL SECTION NO. 3
STATIONS 43 + 00 to 47 + 50 +/-
50.0'
Right of Way
� 12.0'
Travel Lane
� �' � � 0,05 FTiF7� , 0.05 FTiFT ,
i � � .
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� � --- ------.-- —
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� —' GRADE TO THIS LINE
TYPICAL SECTI�N NO. 4
STATIONS 16+20 to 18+20+/-
,
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3.0' 2.5'
aved C&G
�hld
.vy
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2'6" C&G
Sta 16+20RT to Sta 20+OORT
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l��]fa13IEl[�, '1C�
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'' I ' 1 � .� I 1'' t�� 1'� . �� 1'� � � � � C�> \ � � 1'� I �� " I � � �� l:� . �� 1'� 1'< < I � 1';
1'�� I� I\ I��C�>1'�� �I�: II> �I I."I' I�I :\� �I�
GENERAL NOTES:
CLEAR STONE OR OTHER OBSTRUCTION TO CREATE A SEAL BETWEEN
I���� GEOTEXTILE AND THE GROUND.
PLACE GEOTEXTILE IN LOCATIONS SHOWN OR AS DIRECTED. PLACE
DOUBLE FACED CONCRETE BARRIER ON TOP OF GEOTEXTILE WITH A
MINIMUM 1 FOOT FROM THE BACK EDGE.
WRAP GEOTEXTILE AROUND CONRETE BARRIER AND SECURE THE
ENDS WITH A WIRE TIE OR OTHER APPROVED FAS7ENER.
ADD S70NE FOR EROSION CONTROL AT JUNCTION OF TEMPORARY
CONCRETE BARRIER REINFORCED SILT FENCE AND SPECIAL SEDIMENT
CONTROL FENCE TO KEEP RUNOFF FROM PASSING DIRECTLY THROUGH
ANY GAPS.
���VIS��N �]F ]H�G][�yVA��
S�At�� �]F N�I$7CH CA1I��lLgNA
S UIL S TABILIZA T1011 t S UMMAR Y SHEET
MATTI11lG FOR EROSI011T C011lTROL
CONST L/NE FROM TO 5/DE EST/MATE ISYJ
SHEET N0. STATION STATION
7 -I.- 20+00 24+00 RT 245
I 5 - l. - 71 +92 74 � 44 I,T I 65
5U TOTAI. 410
MIyGtiI•I.ANti U5 MAt11NG TD 6ti IN51A �ED A5 OIRE 1E0 �Y 1NE NbINtitiR
TOTAI. 4 I 0
5AY 410
�'ERMA11lE11tT SO�L REI11tFORCEMENT MAT
CONST LINE FROM TO SIDE ESTIMATE (SYJ
SHEET N0. STATION STATION
5 -i.- 9+50 12}47 I.T 195
I 5 - I. - 68 - 90 7 I+ 92 I,T 302
f 7 - l. - 76 + 96 8 I+ I 0 I.T 275
5U TOTAI. 772
A001 T I ONAI. yRM t0 6E I 51AI.I.ti�D
TO'fAl. 772
5AY 772
��VI���N �lF ]H�G]E�WAY�
57CA7C�E �� N�I$7CI� CAIR�IL�NA
S 4l� S TABILIZA TI �11 t T�MEFRAMES
SlT E DESCRIPT lON ST ABILIZAT lON T lME T IMEFRAME EXCEPT IONS
PERIMETER �IKES, SWALES. DITCHES AND SLOPES 7 DAYS NONE
HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE
SLOPES STEEPER THAN 3al 7 DAYS IF SLOPES ARE 10' OR LE55 IN LENGTH ANO ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWEDa
SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN
LENGTH.
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE,EXCEPT FOR PERIMETERS AND HQW ZONESa
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/ � Existing R/W Pro ject# 507551
/ � / Recorded 9-01-95 50-ft
I�� 50, Ex R�"' �� � JAMES ROBERT TODD
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i �SFo PROPOSED DITCH LINE. O
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ID 4.3
CURTIS & MARILYN DEEM
DB 068 PG 522
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24 x12 x3
1.5 inch Skimmer
with 0,5 inch
Orifice Diameter
4 ft, weir
(See Tiered Skimmer
Basin Detail)
ID 4.5
2ft. weir
ID 4,4
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ENOINEER
ENGINEER
DAVID G HAMILTON
DB 894 PG 866
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1NSTALL RIPRAP IN THE
PROPOSED DITCH LINE.
r r +` 44.4
l4-18"Wottles@27'� � �
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DAVID G HAMILTON
DB 894 PG 866
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149.2 '� �'=��C
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24 xlb x3
1.5 inch Skimmer
with 0.625 inch
Orifice Diameter
4 ft. weir
(See 7iered Skimmer
Basin Detail)
ID 4.6
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DB 894 PG 866
INSTALL RIPRAP IN THE
PROPOSED DITCH LINE.
l4-18"Wottles@27' ��
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DB 1051 PG 245
DAVID G HAMILTON
DB 894 PG 866
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PROJECT REFEAENCE NO. SMBlT NO.
11C.095110 EC-5
MV SNEET NO.
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PLACS
TBl►�PORARY CONCRBTB 6ARRIBR
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CHRISTOPHER SCOTT HEDRICK
DB 773 PG 671
IJECT IiEFE
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DB 227 PG 530
PROJECT REF
11 C.095110
hW SMEET NO.
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ENdINEER
SMEET NO,
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