HomeMy WebLinkAbout20170220 Ver 1_17BP.7.R.87_400379_REU_EC_HS_Plans_20170221•�
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THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES.
• DETOUR ROUTE
RELEASE FOR
CONSTR UCTION
DATE: 02-15-17
bN��NI[1�1L1E7C1E Il�1L.�N�
DO NOT lSE FOR R6W ACQUIS[TION
�1E81E1LI�gdN.�lf�� 1P1L.�N�
DO NOT [16E POR CON3TRUCTION
GRAPHIC SCALE
1 �i '�
PLANS
TO SR 2716
(MOLLY RD.)
THESE EROSION AND SED/MENT
CONTROL PLANS COMPLY WITH
THE REGULATIONS SET FORTH
BY THE NCG-010000 GENERAL
CONSTRUCTION PERMIT EFFECTIVE
AUGUST 1, 2076 AND ISSUED BY
THE NORTN CAROLINA DEPARTMENT
OF 6NV7RONMENT AND NATURAL
RESOURCES DIVISION OF WATER
RESOURCES.
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G UILFORD CD U1�TY
LOCATI011I: BRIDGE 1110. 400379 ON SR 2715 (BUSICK QUARRY RD.)
O VER REEDY FORK TRIB UTAR Y#4
TYPE OF WORK GRADI11lG, DRAI11lAGE, PAVING A1VD CULVERT
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:OJECT ��,-0_ � � 1
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Pre�ored !n the �7fflce of:
S��1r�1� Voce'.(9�19)732-8838-8551
fax'.(919)732-677fi
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DESIGN AND ENGINEERING SERVICFS
www.summlttle.net
FIRM NO. P-0399
/Je�rgned ty:
JAMES A CROUSE, P.E. 3267
NAME LEVEL !II CERTIFIC9TION NO.
—L— STA. 13 + 30 +/—
+
Revlewed ln the pffice of:
STATE PROJECf RePERENCe N .
���o li��.i.R.�i EC�I
]'e PROJ.NO. .A.PROI. . ESCR�"1'ION
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1�D�S.�1 ll¢MPOP6P7 �IIE �CmC¢_______________
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WaEele% Co;Q �;�ee WaeEle � a• _
TO SR 2705
(OSCEOLA—OSSIPEE RD.)
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ROADSIDE E11lVIR011rME11tTAL U11tIT
] Souih Wilmington St.
Raleigh, NC 27611
2012 STANDARD SPECIFICATIONS
RevlPwed by:
JENNIFER PARISH, CPESC
Roxdwa�� St darJ Drawings
waEt�A i eo�� ���ee waEf�e
w;�h I�mllyacPyl�ro;�Ve i�.�IMD
'll'e,��,mea�r IB�ek �ed��e�€ IIDan, 'Il°rwe`�
°ICe��o.�ry ff$o�lk �e�;meo�t ID�� Ty�e-I$... �
IBmc� ���e I�le� 5adl,�e�E °�°��� °�°��e=.�
I3mc� ���e I�IPa 5e�1S�e�t "�'P�� °�'r�P`� � �
��;ofls�g ��s,� —�—�
��ecim� �'�u��eng Il$aseve �
�m�Ik I�le� �e�;�e�E T��p:
°�y�e.� ................----- —A�
�°y�e � B ❑�
°�y�� � ---------- C �
�ks��eP ]��sn„ �
�[';e�edl �k���e,� ]�aann �
d�ff,lerar,on ]Bas�m �
THIS PROJ�CT CONTAINS
�ROSION COVTROL PLANS
rox cLra�uNc aNn
GRUBBING PHASE OT
CONSTRUCTION.
THIS PROJ�CT HAS
13EEN DESIGNED TO
Si�,NSITIVI: W.4TI?RSHF,D
ST��t1RI)S.
ENVIRONMENTALLY
SI;NSITIVC ARI�.A(S) �XIST
ON THIS PROJI;CT
Refer To E. C. Special Provisions
for Special Consideratzons.
'The followin rovdw�av en lish standards as a c "Itoadwav Standerd Drawin e"- Roadwav Desi n
k . fi PP � ar in . g . g
Gnit - N. C. Department of Tr:msportation - Raleigh, N. C., dated January 2012 and the latest
revison therero are applicable ��o this project a�d by reference hereby are considered a pxrt of
these plans.
1604.01 Railroad 1?rosion Control Uetail 1632.01 Roek Inlet Sediment Trap Type A
IGO5.01 'I'emuorary Silt fence 1632A2 Roek Inlet Sediment Trup Type B
1606.07 Sn���� Sedimenr Conaol Fence 1632.03 Rook I�Icr Scdimenr Tr�p Typo C
1607.01 Gravel Construction Gutrance 1633.01 Temporap� Rock Silt Chcek Type A
1622.01 Temporary Berms and Slope llraine 1633A2 Temporary Rock Silt Check Type B
7630.01 Riser IiaEin 7634.01 "Pemporary liock SeAimen[ Dam "fyqie A
1630.02 Silt Basin Type B 1634A2 Temporary Rocla Sediment llam Type B
16i0.03 "I'emporary Silt Uitch 1635A1 Rock Pine Inlet Sediment Trap Type A
1630.04 Scilling Baein 1635A2 Itock Pipc Inlet Sediment Trap Type B
1630.0� Temporary Diversiun 1640.01 Coir Piber Baffie
1630A6 Svecial Stilling Rasin 1645.01 Temporary Stream Crossiug
1631A1 Mauing Insealla�ion
TEMPORARY ROCK SILT CHECK TYPE 'A' WITH
EXCELSIOR MATTING AND POLYACRYLAMIDE (PAM)
SEDIMENT CONTROL STONE
STRUCTURAL STONE
EXCELSIOR
MATTING
FLOW
B��11
/q b �� D �� D � Cb � D ���
bo on o0 00 0 00 00
,�oo�o 0�j 0 0 oc�o oo�000
� 6J �O D �� �� U� D � �2 p� D 0� D 0��
0 0 0 �
o��� o �c� o
C�o �D o �o 00 �Q �o �� O-
O � O O � O � O O C
�� 2 Q�O D �� D �O C� U D � (3 �� �� D �O
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D D O O D O� O O o� � D G o
0 0 0 0�,
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oD ��oq � 00 � 6 �O O
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0 0 0 0
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`� �' �a o �a a
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� �o ��o r,�b
L:3
PLAN
�'� 2/3 CHANNEL
WIDTH
�
1' MIN � �o o �o o��o
o� _o _ � _��
EXCELSIOR
MATTING
SECTION A-A
NOTES:
PROIECT REFERENCE NO.
�% � � �,FeT?7
RNJ SHEET NO.
ROADWAY DESIGN
ENGWEER
SHEET NO.
[� -G
HYDR4ULIC5
ENGINEER
INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN
ACCORDANCE WITH ROADWAY STANDARD DRAWING N0. 1633.01.
USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR
MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE.
a PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN
f A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE
� MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT
TO BE APPLIED TO EACH ROCK SILT CHECK.
See Inset A
INITIALLY APPLY 4 OUNCES OF POLYACRYLAMIDE (PAM)
TO TOP OF MATTING SECTION AND AFTER EVERY RAINFALL
EVENT THAT EQUALS OR EXCEEDS 0.50 INCHES.
INSET A
CLASS B STONE
1' MIN �
O 'p� O
H = 2' MIN � °��°��°°�
� D �O G� � D �O D �
�., O � O ,., O �., D
SECTION B-B
�
EXCELSIOR
MATTING
CLASS B STONE
NOT TO SCQ�E
II�I��I�I(�)V� (�I�� I-II��I-�I�V' �>>"�
�'I� �"I�I�: (�)I�� \(�I'�"I�I� � � �� I'�(�>I.I \ �
SOIL STABILIZA TI01�1 TIMEFRAMES
siT� �i��sc�i�Tion�
PERIMETER DIKES, SWALES9 DITCHES AND SLOPES
HIGH QUALITY WATER (HQW) ZONES
SLOPES STEEPER THAN 30l
SLOPES 30l OR FLATTER
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4al
ST ABILIZ,�T l0/� T /ME
7 DAYS
7 DAYS
7 DAYS
14 DAYS
14 DAYS
T IME�RAME EXCE�T l0/�S
NONE
NONE
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2a1914 DAYS ARE A�LOWEDa
7 DAYS FOR SLOPES GREATER THAN 50'IN
LENGTHo
NONE, EXCEPT FOR PERIMETERS AND H�W ZONESo
For Slopes Excavated Greater Than 10 feet PROJECT REFERENCE NO. SHEET NO.
Install Matting for Erosion Control on 178P�7,Re87 �-��'�sT4
Entire Slope as Work Allows. w�^� sHeer No. ___
ROADWAY DESIGN HYDRAULICS
ENGINEER ENGINEER
\ 47
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��_ s � � � -L-
� y Pl Sta 11+25.67 Pl Sta 13+2/.l7 Pl Sta 14+2435
�- � � � p=/° 32' 44.3" IRTJ p= 0° 35' 54.9" (RTJ 0= 0° 08' 36.3" (LTJ
" D= 0° 50' 24.4" D= 0` 36' 32.0" D= 0` 36' 32.0" �'
�- � L= 183.98' L= 98.3/' L= 23.55'
• ��s� 07 ----- ---� T= 92.00' T= 49.16' T= 11.78'
' R= 6.820.00' R= 9.4/0.00' R= 9,4/0.00'
� � SE = RC SE = NC SE = NC
�s� �y �; uYn OS = 55mph OS = 55mph OS = 55mph
� 3 �'�� �ti.
�.1<� \�� �/�S`�`�� . / V
ETNER V. TUCKER ' /
DB 1236 PG 427 �� �) � �'� ,
�� +25.00 -I,y'-...
, 'S` ,' � ' � ,�'r�'� 13 8`
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� SC"+55.00 —L— � 49.00 T� .�� .
� z ; � i 5
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� INSTALL MATTING IN ssoo �r i �i .� `"'°'' „_.�"' oe Ez3s Pc aiR
PROPOSED DITCH LINE ��" ���I ��
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$TA 12+00 TO 12+40 LT +as.00_�- ', % END CULVERT �
E%RNJ I�;.. �� .��� ` _.0 -_
J �DE __ -L- STA. /3+33.27
PT Sta. /2+/7.65 / � i POE +sa.00 -�- PC Sta. /4+/2.57 ,-,;;,-�,�-��;,� �,� � �
� I I EX RNJ
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QO�' ^ ; PT Sta.14+36.13
// � �
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>_ � _ _ _ �' �� - � N-,. � � � Exsr�N� A�w
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----
- - - - ---- - .
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- - - -#-- c F � END PROJECT ' "
BE6/N PROJECT -- - � Y L r, I r
-L- STA.I2+00.00 F -�'� � `� ,-� ' F
-L- STA.14+75.00 Nc �de� �i � i3K�
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- -- -- -- --
— - - - -- -- --- - - - - - �
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BUS(CK OUAFFY RO
�-;I .rr'7/l5 • i �� I e i -,
7l°31'2 _�„
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--- I ---- - -- -
�, - ; -- - - ------�-- - - -- - - - -- ��iM--H --- - - - - - - -- - ----------- _
.
`� � � , . � - ' __ F F
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i F � .�.. ��` �- ..
__— i
�
' � � INSTALL EROSION CONTROL T. : ' , - - . �_ .�,,
-., J � �-. ..
� __
_I - --- --- — - — � � , � ,-�' � INSTALL PSRM IN — �J ����
------- «=r� � �"�, MATTING IN DITCH LINE � ��'
-- � �� PROPOSED DITCH LINE ���"��,"
� � STA 12 + 00 TO 12 + 75 RT PC �Sta. 12+72.02 EX6� � ��F� ��� � _._ poE- �����, STA 13 + 48 TO 13 + 75 RT
� c az oo� -�-
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38.00 RT'�.
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BE6 N CULVE O ,� a,' '' __ __
F +so.00 � . .
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14 -L- STA.12+96.74 � � ' '"� \ 66.00 Rr PT Sfo. 13+7033 15 , , ,
�� naF.,�i �n, ��= ��:� �`? �, � y rn.ao � y P / as.00 Ri '
_. � - - LUCRETIA L BARBER - 60.00 RT � � ���' MICHELLE UTRERA � �
� ii �� r:k.�� ='� DB 3598 PG 1257 ,�' D8 5385 PG 767
� - ou .ii_ _n�� -n_�,:Er �j - ' :,
� �--^` PB 96 PG 150
� - ���`� � �s� �� � �
, �
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CONSTRUCTION SEQUENCE � � � �
�
3�a 11'X8' RCBC � INSTALL PSRM IN �� �
- PROPOSED DITCH LINE � ��
PHASE 4 STA �2+75 TO 13+02 RT ��\\ s
ROADWAY CONSTRUCTION � � � �� ���
S �
1. INSTALL REMAINING PERIMETER EROSION ��� � � ��. �-.,
CONSTROL DEVICES ALONG PROJECT. � �-"�-�--.,
� .................,
2. PERFORM REMAINING CLEARING AND �'� � I N .
GRUBBING FOR ROADWAY CONSTRUCTION. A �� ��
3. GRADE FINAL ROADWAY TYPICAL SECTION �� ��\ �
AND PROPOSED DITCHES. WSTALL REQUIRED \ \�s�
STORM DRAINAGE PIPE. ���'
\ `c, �
4. WSTALL DITCH LWINGS. SEED AND m\ �}\
\ s\ �
MULCH ALL DISTURBED AREAS. � s
� ��� �� ��_ ����
5. REMOVE ANY EROSION CONTROL DEVICES \\ `�.
RENDERED UNNECESSARY BY THE FINAL \ -�� \�S\ �.
��\
ROADWAY CONSTRUCTION OR DEEMED NO \\ ��. �s �
LONGER NEEDED BY NCDOL �� \ �-� \'� `�
�' �� � -
. �
PLANTING DETAILS
SEEDLING / LINLR BAREROOT PI.ANTING DETAIL
HEALING IN
1. Locate a heaGngtin site in a shady, well
pro[ected erea.
2. Fxcavate e Flat bottom trench
12 inohes decp and vrovidc d aina¢c.
3. I3uckfill thc trench with 2 inches well
ro[tcd s:iwdust Placc a 2 inch layer of
well rotted sa�vdust at a sloping angle
at one end of t6e trench.
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,�
;<,-
4. Place a single layer of plants
against the sloping end so that
thc root wll�r ia at �round Icvcl.
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�
� ��i;� ;'�'
,��,,
�
5. Plnce a 2 inch laycr of
sawdus[ ovcr thc roo[s m
a sloping angle.
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6. Repeat layers of plr�nts and sa�vdust
as necessary �nd water thoroughly.
DIBBLE PI,ANTING METHOD
USING THE KBC PLANTING BAR
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ii iii—iii-iii_
_ —IIHI�II
I III I TCllh-
_ I I TH I 1=1 I
I� �III ��.III���IHTL.
1. Insert planting bar
as shown anJ pull handle
toward planter.
�r
�
I�JIIIIIIIIIIIIII
4 I �� �� I ,� � I I� I
Pull haln Ijl�l I lolf bs�r
to�vard plantcr, firming
soil �t bottom.
r
'iii- iiiWiiW
III��II�I�II II �I I�li
IIIIIII II� III III G
.III I IIII ILI I IIHI I II I I II lilll_..
I�I �emove plauting bar
and place seedling at
wrrccr deprh.
PI.ANTING NOTES:
Ni..aN�nvr �ac;
Duriofi planting, secvllings
sh�ll bc kep[ in a moist
cam�us bag or similvr
container to preventthe
root systems trom drying.
hBC PI,ANTI�'G BAR
Ylantiug bar shall have a
blade with u triangular
cross cection, and ehull
bc 12 inchcslon�,
4 inchce wide and
1 inch thick a[ cen[er.
ROOT PRUVING
NI seedlings shull be root
pruncd, if nccoesary, so that
uo roots extend more than
10 inches below the
root collar.
� 2 inch
�
��i ��� �� i�i-�I
Ilill II_IIII�II'I r Illlillll�ll���III
_- IIIIIITIII
I�I ��I I i� I I I:-I d I I
3. Insert v�nting bxr
2 inches toward planter
from seedlin,�.
�
y
I �LI I=1
II IIIII I III III_
I� I�I�I� I II=11
I --. �;.III II IIIIIIII
�lil��l�lll �III��II�
6 I e.nvc c> naetion
hole open. Watcr
thorou,�hly.
l�e�Ce 17BP.7.R.87 RF-1
REFORESTATION
❑ TR�� R�PORESTATION SHALL BE YLANTED 6 FT. TO 10 I'T. ON C�NTER, RANDOM SPACING,
AV�RAGING 8 P'T'. ON CENTER, APPROXIMATEi,Y 680 PLANTS P�R ACR�.
RF.FOIiESTATION
MIXTURE, TYPE, SIZE, AND FURNISII SIiALL CONFORil "1'O "fHL FOI.I,OWING:
25% LIR10llENDRON TULIPIF�RA TULIP POPLAR
25% PLATANUS OCCIDENTALIS AMERICAN SYC�MORE
25% FRA<�NUS PENNSYLVANICA GRI:�N ASH
25% BETULA NIGRA RIVER BIRCH
12 in - 18 in B1Z
12 in - 18 in BR
12 in - 18 in BR
12 in - 18 in BR
REFORESTATION DETAIL SHEET
N.C.ID.�.'Il'.- %B�A��I�E ENVIR�NM]CNT.�II. QTNIT