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Home My WebLink About20170220 Ver 1_17BP.7.R.87_400379_REU_EC_HS_Plans_20170221•� � V � O � � � � � 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. �� $�� V � 1l � �� G UILFORD CD U1�TY LOCATI011I: BRIDGE 1110. 400379 ON SR 2715 (BUSICK QUARRY RD.) O VER REEDY FORK TRIB UTAR Y#4 TYPE OF WORK GRADI11lG, DRAI11lAGE, PAVING A1VD CULVERT � ��.. \ � / ^� :OJECT ��,-0_ � � 1 +��.�� I + Pre�ored !n the �7fflce of: S��1r�1� Voce'.(9�19)732-8838-8551 fax'.(919)732-677fi � DESIGN AND ENGINEERING SERVICFS www.summlttle.net FIRM NO. P-0399 /Je�rgned ty: JAMES A CROUSE, P.E. 3267 NAME LEVEL !II CERTIFIC9TION NO. —L— STA. 13 + 30 +/— + Revlewed ln the pffice of: STATE PROJECf RePERENCe N . ��o li��.i.R.�i EC�I ]'e PROJ.NO. .A.PROI. . ESCR�"1'ION ��(��I�N ,�Nl� ��1��N� ��N�C��, �[��J�E� �c�l � II�ea��;pE;o� �s�n11 ll��.�3 7f°e�,�o��r 5�➢o- IDS�eh ,�o 1�3�.d➢'� 'rlf'ewoymPm�v �3vers�mn.. . . . . . . . . . � Tn � 1�D�S.�1 ll¢MPOP6P7 �IIE �CmC¢_______________ 1�bOb.�ll ��ed�V 5ed��emt �Au��PoB 1Fen�e .... i �/ �� / ll�22.D1 °Il°e��o��r� ]Ber,ns ��dl 5➢o�e d9aas�e Il��.�� 5;1e ]��a;� �['y�e ll3 � �� .�z �°e,�pmQ�ay �so�� s>>� ��e�k �'��e � � '1C°e��meaey IB�c� �il€� �heck Tr�e t� woeh Nha��i�� d Po➢ya��r��i�e Qk�.�NSD... . . . . . 1� ll633.�2 °Jf'e��orxr� II�m�Ik �a�e Cheolk °ll°q�e�]B_______� �/ WaEele% Co;Q �;�ee WaeEle � a• _ TO SR 2705 (OSCEOLA—OSSIPEE RD.) � ROADSIDE E11lVIR011rME11tTAL U11tIT ] Souih Wilmington St. Raleigh, NC 27611 2012 STANDARD SPECIFICATIONS RevlPwed by: JENNIFER PARISH, CPESC Roxdwa�� St darJ Drawings waEt�A i eo�� ee waEf�e w;�h I�mllyacPyl�ro;�Ve i�.�IMD 'll'e,��,mea�r IB�ek �ed��e�€ IIDan, 'Il°rwe`� °ICe��o.�ry ff$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 � ��o� �o� o� O� � �U� D D O O D O� O O o� � D G o 0 0 0 0�, �o �J0 0 � oD ��oq � 00 � 6 �O O ��Oa �oD �Oq �O � 0 0 0 0 �i o 0 `� �' �a o �a a qo 0 0 � �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 �' .. . - ___-_ � ______ .. � -... � `', \_ . ____ . �-� . ___ �_.. ��_ 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` � � SC"+55.00 —L— � 49.00 T� .�� . � z ; � i 5 � � INSTALL MATTING IN ssoo �r i �i .� `"'°'' „_.�"' oe Ez3s Pc aiR PROPOSED DITCH LINE ��" ��I �� , ,� $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 —., ..—c. � � . _ .,— � —.. , n, . �, � , . ; �_� � . i, .� ; , _ ,� � , --; ; �. — . — . �� ' . _ � - . QO�' ^ ; PT Sta.14+36.13 // � � �u n� �, �_ . . �_ � � F s _ _, � � , >_ � _ _ _ �' �� - � N-,. � � � Exsr�N� A�w � ,,r��. �.,�ti - � _- �_� � " ---- - - - - ---- - . - ---------r- - , - - - -#-- 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� • i �-' -- - — - - _ _ - -- -- -- -- — - - - -- -- --- - - - - - � I----- - BUS(CK OUAFFY RO �-;I .rr'7/l5 • i �� I e i -, 7l°31'2 _�„ . ,ti.p. �, _ --- I ---- - -- - �, - ; -- - - ------�-- - - -- - - - -- ��iM--H --- - - - - - - -- - ----------- _ . `� � � , . � - ' __ F F / r _� . _. 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� -�- �' 38.00 RT'�. � PC Sto. /0+33.67 � - . �p � ex ww . �5 /r / l RT 2 BE6 N CULVE O ,� a,' '' __ __ F +so.00 � . . ` 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� �� , � � s 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. � � � �� ,� ;<,- 4. Place a single layer of plants against the sloping end so that thc root wll�r ia at �round Icvcl. �� „ � � �,� � � � � � � ��i;� ;'�' ,��,, � 5. Plnce a 2 inch laycr of sawdus[ ovcr thc roo[s m a sloping angle. / % ��. /��j%i � �� i ' 6. Repeat layers of plr�nts and sa�vdust as necessary �nd water thoroughly. DIBBLE PI,ANTING METHOD USING THE KBC PLANTING BAR �\\rili � - ��i1��Lj�j 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