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HomeMy WebLinkAbout20170507 Ver 2_White Oak Creek Greenway Plan Set_20180130(� �� NARRAT lV E Pro�ect Descriptlon The ToW� of Cory proposes to extend the White Ook Creek Greenvyay from McArthur Drive to Dovis Drive to support bicycle ond pedestrion trove/between residentiol, employment, mm r i l n in tit ti n l nt r A r xim t/ r ill i t r rin co e c a, a d s u o a ce e s. pp o a e y 3.20 oc es w be d s u bed du g the construction of this profecte A/so,approximote/y 2.54 acres will be vegetative/y stobilized with grass ond permonent p/antings. The White Ook Creek GreenWay is locoted in Wake County, Cary, NC. The proposed new 0.5-mi/e section of greenvyay Wou/d extend the existing l0-foot paved poth opproximote/y 2,100 feet west �from the existing Whlte Ook Creek GreenWoy terminus) t i ri P rk o Dav s D ve a. Site Descrlption The site is generol/y flat and contoins some drainage Ways thot are bordered by moderate s/opes. Land use a/ong the proposed greenways is predominote/y undeve/oped and primarily residential. Mo�ority of tl� dralnoge from the proJect site sheet f/oWs over the proposed greenWay or droins to existing sWales being crossed with cross pipes or boardWalks. This droinage f/ows Into Wh1te Oak Creek thus no neW drainage patterns will be introduced. Pre-construction runoff equols Post-construction runoff for all ex/sting system out/ets that are to be retained. The fill slopes and drainage ditches around the pro�ect oppear to be stob/e and do not show signs of significont erosion soils. SOl lS The sol/ types throughout the pro�ect /imits ore mostly sandy looms fW sB2, Mf C2, W yA. CrB2, W sC2, PtD31. IMPERVIOUS AND PERVIOUS SURFACES IN WHITE OAK CREEK GREENWAY DISTURBED AREAS PROPOSED IMPERVIOUS SURFACE = 0.67 AC PROPOSED PERVIOUS SURFACE = 2.54 AC � DIRECTION OF FLOW --•-••-••-••-• PROJECT DENUDED AREAS � / _ ' - - i �� ��/ � 1 �' �-_�� ' / ; �',.'' 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N� i MHN `\ CONTRACTOR SHALL PROVIDE SOIL STABILIZATION N�F -� � :�ss�7,��a7o ON SLOPES STEEPER THAN 3:1 AND ON THE SLOPES TOWN OF CARI' �-� � .� ,9s�, PG 1101 �\ DAVIS DRI�E PARK DB 4925, PG 903 �� \ �� i,.., ; �N 0743-56-9999 OF DITCHES, SWALES, AND DIVERSIONS WITHIN 7 soccER coMP��x R������ p��1�,�. DAYS. ALL OTHER SLOPES SHALL BE STABILIZED � �'�� �� ��� �� WITHIN 14 DAYS AS REQUIRED BY NPDES GENERAL � � � STORMWATER PERMIT. REFER TO CROSS SECTIONS � �� ��� � �� AND MATTING SUMMARY SHEET. REr,vN Exisr cH,vN :� � LINK FENCE � � � � � I �� � � \� �� .� I � 1 � �\ � � �� LEGEND � , �-�\ � � - - __ ' / � ___- - _-- I \ � � -� / / N/F �� _ U /TS OF D/STURBA CE \ \ � � �\ �`' / TER H. BAREFOOT & ` N � � � � �P �` � � � \ � ` � / 1�,�'��'!f � �x N/F N = �� y ` ,�^:,� ,\( \�\ I �� � VIC ORIA F. BAREFOOT JUSTIN C. ABOOD & RICHARD W. EVANS & 2ABELED ON PLANSI /�"'� � � DB 5584: PG 207 I / � I I �\ � � � � � / � � PATRICIA HAYS EVANS � � � �. � ',, � J' � � � � , � BM 1992, PG 1101 ASHL B. ABOOD CONSTRUCT/ON L/M/T COORDINATE y�ITH rovVN ro MAiNr�N � � � �� � , I DB 1� 43, PG 498 DB 5784, PG 531 C F / � 1 I = �� ��'�-, � � / C PIN 0743-66-0952 BM 1992, PG 11D1 OPEN�NG FOR SOCCER COMPLEX \� ��� '1 \,,,-;- v=-� ��� \` /'� � � / BM 1 92, PG 1101 PIN 43-66-2933 N TEMPORARY S/LT FENCE / � � ' \� � ` `� \�`. � \ i � � PIN 743-66-1951 r � LIANYOR! � ��� � � N/F 1 ��-- WEI tiv, .. 11 �1� � \`,' s��-, \\\ � �. s (r�C $T�.�4���.�1) 1 � �� � \ �� ,�( \ \ ,PA AY COMMUNITY DB 5938. PC RETA/N EX/ST CHAIIy I� 1 1/� ^� �\ ��A� 1 -I TREE PROTECTION FENCE - T PF LINK FENCE � I � I \ ' \ �� � \ ` ` � � \`` r � \ \ \ ASSOCIATIOr , INC. (T�C ST�.����.2Jr) � ` �i ' � � \� , , , D6 46�J4, PG 290 / � � � '� �° �'' �( �� INST ALL 39 x/9 x3 SK/MMER SEDl�1ENr / �� � � \ �� \ \ � BM 1990. P� 25 � � 11 � � �` �\\ \� �� �� \� �� ASIN �l.D. l.lJ W/TH 0.75" OR/FICE �, � • INSTALL TREE PROTECT/ON FE/yCE TEMPORARY CONSTRUCTION � I � � � \ �, \\ � �\ � \ \ \ �p/q�ETER ,4/�/D 4' y�E/R 3' FROM TOP OF BANK AND S/LT ENTRAIyCE (TOC STD.04000.07) NIF �p�'� ���� � � � r � � ��'� � \ \ \�� \ � � FENCE 4' FROM TOP OF BANK ITYP, PARK VILLAG: �' ,� � \ � \�� � � \ � � � WRAP SILT FENCE STORM DRA/N �NLET PROTECT/ON 00000n �MEowNER � - �" � i ��` �,\ T l �� �� \ \ I \\ � fTOC ST0.04000J2 AIVD 04000✓41 °o�o >ciarioN. ir, � c �' 0 o r 609, P� � ss (�� I � � �\\ � I \ � � \\�\ \\ �t� \\ �� �\ \ � \ \\ \ \ �I � 1 _\ AROUND TOP OF O n00000 � 1 \ 11 \ \ 1 \ � , " C � % , � � _ � � PIPE AFTER � � � ,, �,� . , �,� \ \ ' / I 1 I � " i ,� � / INSTALLATIO�N (TYP) � � i SPEC/AL SED/MENT CONTROL FENCE/ � � � � / � 1 \ \ \ � , \ / S/LT FENCE OUTLET � �o \ 1 1 \ 1 \ \ \ _1' � �� .%\ � /1 ► � � \ 1; '. \ \ C \, �� � �\\ J \\ \\ \ 1 J I �, -, , i __� � � � � BZ 2 • � � � �TOC STD.04000.231 � _ � � �� � � � 11111111 � � � G � y , � �i� l \\ �� ��� \ � _ _ _ � �� _ _ - � ! _ . _ - --- !_ ! - � , EX/ST llyG CONTOUR � � � I \ � ' `����4 \ 1 I 11111111 ` � � P� ' � � , � / % 'i �� ` / � ���\\\ � \ ` � � � \\ i / -� _ = I� _ _ � - - _ - ' - - _ _ _ _ _�i�� _ - _ - __ `" - � � , , . � � � � �� , \ , , '� ] - ; , , _ - _ `- � , ; 1 �\\� � \ ( ' 'o � � � � - % ; � __ - - .m �� �_ i X , � - � ' . ; �NLET TUBES "SEDI�ENT TUBE" I . 1 11 � � � ��, � � \�\n , �- ' I T � � � � �� `V A' � i \ _ �- ; � � v � \ \\ / / ����.�r��, , 0 0 � � ���� __ - , � ��,,A . . A = �r : i�� �`;; �= - - AND/OR SEDI�ENT CONT ROL DEV /CE ooV o 1 � � ' � � �� , � ,, ' �\�� \ \I � � / � ; � ' � -� � \ �'�Y (TOC STD.04000J9) / , � 1 1 1 � � � ` � _ ,� ; � � � _ ._ , , � � , /� \ \ �\\� / / w � � . , '. ��1 \ 1 . T \ . , �. � . I I ` / \I 0O 1' 00 � �� � \ \ � \ �� � � , /�'� - _ . ' /g. . . ,- - - - - �e L - TB - t - - '- . r CONCRETE �i/ASHOUT `I 1 ' \ � � ' 1 1 ,,111� � j I l � / J / � \ ���� ` -�TB � - g _ TB Ts r (SEE DET A/L SHEET S) a �. _ I p \ 1 _ � � `�` 11/ � � 1 _ , , ' - - \ � - ' , o °o ' , X,�y - \ �\ \\\\ \ s.s Te _ Ta_ ' g i t�I_ - - - f B 1 . i " �i �� I , " � ..�- �\ S p .- \ - � \\\� \� �� �� � g -� - II = T� �/� I� SK/M�ER SEDIMENT BASIN ', I � 1 1\ 1 1� 1 � ; I � _ °o o � . - � \0000 `' , \, �� �\ ��� � � - ' � ' - �,,�--� _ _T�_ - T��" -�- � o� \ " ', � � �\ � \ / , -� � � �,_ - - - (SEE DETA/L SHEETS) � � '\ I � , � - � - � ° INLET , � � � � ; ; � \'� - ` �� , <, � % � � � � �5��c� � 1 1 � ,� � � � , � . � v � \\ �� \� ,� \�� �A ��\�\V � � �/ , � � � � � � � C�`- ,I � ' � PROTECTION \ ,�� � ,,, "� \\ �� �A � ,�� 1 � ` � 1� 1 � �'�, ','� , �i �'�� . � " �(TYPI � `\'� 11`\ \\ � , �� \��\ \ \\\��� \ � ��� � \ � � \ P E� �ILT FENCE AT Q ; ,,; � � � �� � LOW P0llyTS ALONG S/LT FENCE (TYP1 �r. vi��a�E P.u.o. r, �: 1 � 1 I t ��� I � 1'�'� '� � ,` ` \ ' _ ^ . � " � � \ � o� � � \ � ',` ' ; � \��\ � ��\��.\� ,, � \ � � � � � '' � , � � � � � � _ ` � � `� � \ � � � a -" INSTAI�.,T REA� CROSSING ,1 1 I I � � ` \ \ \ \ \ \ �, � � � �., �� �, o00 � � _ �, \ _� \ \\\ � � � � \ �s u ', ` ' � \ � \ y � � ' -�\ �� \ � \ � � \ - �a FEET OF / Ca 24 TEMPORARY P/PE I� 1 j y' , � '� , � � i 111 � 111 , � ,f�:� /� �� � ��,a ' � � � \ � � � � � � =�' \ �\�\\�� � _\ � / � � � OR W000 BR/DGEMAT � �� 1 � ` � � �% ` �` �� r, �� � � I � � � � �` R l l TH = APPR X l ' ( l l l J ` � �� / � I y 1 � � � I � 1 1 1 i .;,_ :_---'� � � ` � �' � / , � � � � � .. \ \� \ � � �\\\\�\ � � � � � C OSS NG W D 0 0 M N M ZE I \ � � \ � ' � / . CROSS/HG LENGTH = SEE DETA/L �M/N/M/ZEI � ' 1 � � l - - _ I ✓ � � - �;� �� � \ � � � 1 ' � \ � ��\\\� - \ . � P/PE COVER = l2" M�N�MUM 1 � � b I � ,�y � 1 \ I I l 1 � � �� � � _ � � �,, I I � � � � � , � � - � � ��.� � \ ,����\ � � � `` � RETAIN EX/ST BACKF/LL = EARTH MATER/AL ,` � W000 FENCE SURFACE STONE - COARSE AGGREGATE \ , ' \ 11.__ I 1 1 � ; � � '"' P� ��' � � ' \ I I -' � � � � � � � � aa�zK vi��a�E ���� � � � � � I � �� I� I I � �� � � ,ll � � � � y � � � ����� � � � � \� �A \\ �\\\ , , � �onnEowrvERs 1 � ', 1 1 1 � � ` " �� � � � � � � � 1 � � � \ BA/yK STABILIZATION = CLASS B R/PRAP �,cor-����nn� ���- \ \ � I M � �� ``� I �t � � � � _ ' ,, � � ��\ \ \� `\\ ��\\\\ � � ; � � OUTLET PROTECTION = CLASS 'B�R/PRAP, � I ` - �/ +oo � I , � � � 1 1 � I TEMPaRARY SILT FENC� ND � �/ 1 I I � - � `� � � �� \ , \ \ \ \\ � � \ ' � �', � ;� EIOTH @�OUTLET� APRO NGIDTH QCa E D) � ' � I ` I O � ` ': �I1 1 I I I ` I I ' _ TREE PR07E�'TION FENCE lT�'PJ ' ,, I 1 � ( \ � � � \ \� � \ ' / W , N W N � I � I � � I / i � �'-- � � � ����� �' , � EST l5 SY FF. SEE TOC DET A/L N0. 04000.1/ / r ��,�I - 1 I I I 1 I I I I ` � � � � � .i � � �y � 1 � � � � � \ \ \ \ \ \ � � s \ \ �' ' � CONSTRUCTION PHASING NOTES � ' ` _ _ -�' �`'��� ' �, '' I � i i i ► i � i �' ii ', . � 4 _ �.. \ ,; i � � ` , ,_ � � ` � ��`� �.;�� � � � �' �ERRYR."HAR�EY& ��._ ` j � � I / I I I ' I I - � - - ` � '--�� \ � � � 1 \ - , � � \ \ �-• ..,\ � TAMMY P. HARVEY & � II Il �I � / � � � � � � � � � \ � � � �,� \ � �� --`. � � THOMAS N. HARVEY � BOARDWALK AND CULVERT EROSION CONTROL PHASING: _ - �� � _ - � / � �. � 11 I � \ _- ''� \ ;'! '�-\ � _I � � � � � _ � ` �� � �� ,� � � ` � , DB 15496, PG 545 " " N�F � � � ����� � I - ' � � � � � ' \ '"1992.PG2 / fI \ - � `�a� � � � � � �. � f�ARK A. HUNZAKER & 1. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY .� / � � � �'�C � � \ � � � � \\ \ � '��-6E��7�� SUSAN E. HUNZAKER CLEARING AND GRUBBING IS PERFORMED. � _ �' --� � - J \\ � � � � � \ � - - � � \ \ � � � \ / i � �\�� � � � ' ��. \ � � \ \ 1 , �/ DQ 14214. PG 2498 2. CONTRACTOR TO ACCESS BOARQWALKS AND CULVERT LOCATIONS USING PROPOSED � �. :� � j� � '� � �, � BM 1992, PG 2 1 GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS) � / p � � " ` � /_� � � � �� � � - - - -_ � � \� `�-' I PIN0743-66-2745 I IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS AS NEEDED. , + � � ' � _ _ �� � 7 � i'' � -, � � � � � � � \ � �; I N/F C 3. CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS - � �'. � I \ � � � � �j \�� - � - \ � � - - � �. � `J �,� BRIAN R. LAWLOR & l � DIKES SPECIAL STILLING BASINS AND BYPASSING PUMPING. � � V i '� � � �� �.`'," �rr%` � l � � � � � '�,` CHRISTIE M. LAWLOR � _- -- . � ��_``� � � � / i 4. AFTER BOARDWALKS AND CULVERTS ARE SET CONTRACTOR IS TO STABILIZE ALL � r / � � � � , � DB 5295. PG 349 , \ \ � \ �, - � � � � �, BM 1992, PG 2 � DISTURBED AREAS AND STREAM BANK SLOPES USING EROSION CONTROL MATTING, ( � I, � /� \ \ � � , �. � 0743-66-3737 SEEDING, AND MULCH TO MAINTAIN A VIGOROUS, DENSE, VEGETATIVE COVER. � Q � ,_ --�\ � � ?� ;°� !.\ �1 _ _ - / �,v I - r =, _ _ \ � � ,� � � � - O TEMPORARY STREAM CROSSING EROSION CONTROL PHASING: l � - � � � � � / `' - ,I :. � , � � � ' / � 1 / � �% � �. j ' _ � . U 1. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY = _ = - \•, - - � ,� � ' ( � \� ., � � �`�� ' \ � � CLEARING AND GRUBBING IS PERFORMED. , � � � __ � � � � � I�'� �` �� ' _.�;'� �/ � ; -. �h�' a� 2. CONTRACTOR TO ACCESS TEMPORARY STREAM CROSSING LOCATIONS USING � � -- � ,� ` � =" ` _, �- I�-" '� � � -�F \ '� -� PROPOSED GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL � - � / ` ' i " � .=`�- � \ � ,� _ �' � ,�� / � % !�\r�£ �PF / N DETAILS) IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS AS NEEDED. / ' � � / I�� �I � / I � , _ , � _ �__ _ / � -` \� C 3. CONTRACTOR TO DEWATER TEMPORARY STREAM CROSSING AREAS AS NEEDED I ,r y � /�j I+ � ���'� � - � '� � � � USING IMPERVIOUS DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING. � , . �I� 1� I ``\ � / \\ � �_ TP� i 4. A F T E R T E M P O R A R Y S T R E A M C R O S S I N G S A N D R I P R A P O U T L E T S A R E R E M O V E D, � � � V � � \ � \ CONTRACTOR IS TO STABILIZE ALL DISTURBED AREAS AND STREAM BANK SLOPES � � '�I �III I I � � � USING EROSION CONTROL MATfING, SEEDING, AND MULCH TO MAINTAIN A � �� � I T E M P O R A R Y C O N S T R U C T I O N A C C E S S/ oVIGOROUS, DENSE, VEGETATIVE COVER. I � � I �� � � II ( I I I 'CONCRETE TRUCK CLEANOUT � _ �h I CONCRETE TRUCK WASHOUT AREA TUNNEL UNDER RAILROAD EROSION CON7Ro� PHASING: " ,4/�D STOCKP/LE STAG/NG AREA � I m� � " I a� � 1. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY �� � nl CLEARING AND GRUBBING IS PERFORMED. I� o< II � 2. CONTRACTOR TO ACCESS TUNNELING AREA USING PROPOSED I=m � GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS) I NI ��� �I v IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS AS NEEDED. �Q' T°WN TREE PROTECTION NOTES �c 3. CONTRACTOR TO DEWATER TUNNELING AREA AS NEEDED USING IMPERVIOUS ''�'L`"'� - �� �"'� ��I DB 4sz5 F-i7 yu � DIKES, SPECIAL STILLING BASINS, TEMPOARY SKIMMER BASINS AND BYPASSING �EOWON RN� I �; ,,, -, � PUMPING. REMOVE SKIMMER FROM BASIN DURING STILLING OPERATIONS. 7891 PG4,,, I i � r�i � 4. AFTER TUNNELING OPERATION IS COMPLETE, CONTRACTOR IS TO STABILIZE ALL ,997, p� �, TREE PRESERVAT/ON CONSTRUCT/ON SPEC/F/CATIONS: � ALL TUNNEL AREAS AND TUNNEL SLOPES USING EROSION CONTROL MATTING, G E N E RAL N OTES I SEEDING, AND MULCH TO MAINTAIN A VIGOROUS, DENSE, VEGETATIVE COVER. l� � ESS ROUTES/STORAGE TAREA �AND TREE /PROTEC�ON MEASURES�rTH THE TOy�ly AT THE SITE TO REV/E►N ALL WORK PROCEDURES. � 2. TEMPORARY FENCES AlyO/OR S/LT FENCE SHOULD BE ERECTED TD PROTECT TREES TO BE PRESERVED. FENCES DEFIIyE A SPECIF/C 0 11tPDES GEI�ERAL STORMWATER PERMIT IJCONTRACTOR TO ENSURE THAT ALL ROAD►HAYS,PARK/NG LOTS,AND CURB L/NES PROTECTION ZONE FOR EACH TREE OR GROUP OF TREES. FEIyCES ARE TO RE�lA/N UNT/L ALL S/TE WORK HAS BEEN COMPLETED. FENCES MAY � ADJACENT TO THIS PROJECT ARE FREE OF DEBR/S.DIRT,AND EQU/PMENT NOT BE RELOCArED OR REMOVED W/THOUT THE y�R/TTEN PERM/SS/ON OF THE TOINN. SOIL STABILIZATI0111 TIMEFRAMES DUR/NG THE PROJECT DURAT/ON UNLESS D/RECTED BY TOyV/y EIyGINEER. AIyY 3. CONSTRUCTION TRAILERS AND TRAFFIC AND STORAGE AREAS MUST RE�A/N OUTSIDE THE TREE PROTECTION ZOIyE AT ALL TIMES. � DA�AGE TO EX/STlIyG CURB AND GUTTER,ROADS.OR PARKIIyG LOTS AT 4. ALL UNDERGROUND UTILIiIES A/�D DRAIN LINES SHALL BE ROUTED OUTS/DE OF THE TREE PROTECT/ON ZONE. lF LINES MUST TRAVERSE � � CONSTRUCT/ON ENTRANCES �UST BE REPA/RED AT THE CONTRACTORS THE PROTECT/ON AREA, THEY SHALL BE TUNNELED OR BORED U/yDER THE TREE. EXPEIySE. 5. NO �1ATER/ALS.EQUIPtilENT.SPOIL OR WASTE OR WASHOUT WATER MAY BE DEPOS/TED.STORED.OR PARKED ►NITHIN THE TREE PROTECT/ON ZONE. � S/TE DESCR/PTION SrABiuzArioN T�ME TIMEFRAME EXCEPTIONS 2JP/PES SHALL BE /NSTALLED lly THE DRY fy�ITH A tiilN.3 DAYS OF ORY 6. ADD/TION�(.. rREE PRUN/N� REQU/RED FOR CLEARANCE DURING CDIySTRUCT/Dly MUST BE PERFORMED BY A QUALIF/ED ARBOR/ST A�/D HOT BY WEATHER DURING /NSTALLAT/O/yIOR PROV/DE COFFER DAiI�! AND PUMP AROUND. CONSTRUCTION PERSONNEL. o COFFER DAM DETAIL MUST BE SUBM�TTED FOR APPROVQL. PRIOR TO 7. ANY HERB/C/DES PLACED UNDER PAV�NG MATER/ALS MUST BE SAFE FOR USE AROUND TREES ,41�D LABELED FOR THAT USE. ANY PESTICIDES � PERIMETER DIKES. S�yALES. DITCHES AND SLOPES 7 DAYS NoNE CONSTRUCTION. USED ON S/TE MUST BE TREE-SAFE AND NOT EASlLY TRA/ySPORTED BY y�IATER. �i 8. lF lIyJURY SHOULD OCCUR TO ANY TREE DURING CONSTRUCT/0/y,lT SHOULD BE EVALUATED AS SOON AS POSS/BLE BY THE TOy�ly SO THAT Q HIGH OUALITY y�ATER cHO�y) ZONES 7 DAYS NoNE APPROPR/ATE TREATMENTS C BE APPL/ED. THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY � IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE WITH THE REGULATIONS SET FORTH BY THE 9• ANY GRAD/NG,CONSTRUCTION.DE OL/TION OR OTHER WORK THAT IS EXPECTED TO ENCOUNTER TREE ROOTS �lUST BE MONiTORED BY THE Y SLOPES STEEPER THAN 3:1 7 DAYS NOT STEEPER THAN 2:1, 14 DAYS ARE ALLO ED. coNsu�r�Nc ,a�eoRisr. NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 1, 2016 ��, ,qHy ROOTS DAMAGED DURING GRADIIyG OR COIySTRUCTlON SHALL BE EXPOSED TO SOUND TISSUE AND CUT CLEANLY WITH A SAW. SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND LENGTH. NATURAL RESOURCES DIVISION OF WATER QUALITY. ll• lF TEMPORARY HAUL OR ACCESS ROADS MUST PASS OVER THE ROOT AREA OF TREES TO BE RETAINED,A ROAD BED OF 6/NCHES OF �I�lULCH OR ALL OTHER AREAS �JITH SLOPES FLATTER THAN 4:1 14 DAYS NoNE. EXCEPT FOR PERIMETERS AND H�y� ZONES. GRAVEL SHALL BE CREATED TO PROTECT THE SO/L. THE ROAD BED MATER/AL SHALL BE REPLE/y/SHED AS NECESSARY TO rUAIIyTAIN A 6-INCH DEPTH. O REVe Nce: P,EVISIONc DATEe DRAWN 6Ye CHECkF_D �;1: � I�his d��curri?rt, 1-ogether with -rhe con�epts ai��d designs pr�sented herPiri, r�s an instrumer�t of service, i�- Cr lr�tei-�ded or�l_v for tl��e spec.ifPc purpose arid clierit fvr which lt w� � pr�pare�l R�u.=�, u-� and improper � rel'iance on this document without writtzn author'izat�ion an� adoF 'ion t�; K.�iml�_� Hori i und Ass���-ic�tes, Inc� Op sf��all t�e without fiability tu him!��,� H�r n and A"suci�tes, Iriae C�,��yr-lght Kimley-Horn and P����,�iat-=�q Inc�o, -0 R �r�Er�F��Eo ir� THF oFFirE oF. ���0���'�CAR p��,�� ���;��O��ECT, . .���� '��ESS���' ••'�'-9'. 0 N a0 Q Z NOT E: SEE SHEET EC -5 FOR CONSTRUCT/ON SEQUENCE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PLANNER: 16-SP-077 HTE #: N/A APPROVED BY THE TOWN OF CARY DEVELOPMENT REVIEW COMMITTEE DATE: :' ::���� °ti.��•. ':_ �� �� ��=� WHITE OAK CREEK GREENWAY � EROSION CONTROL PLANS : ; SEAL : : CLEARING AND GRUBBING :: 024436 :: MACARTHUR TO DAVIS DRIVE - - - - -- - - - - - - - - - �%`�-`' �' �'�� I E�'�' � `� .`�� �}2 I FQ�'r'i� � �EViI_�� �; I RCI-T9 ��UI �� �;i�ii_� - ��Q��li_H I'�1C � ���i� I '�.�'�''• N•••''��.` _ F H� I�I F � l`� I�! E� 7(- 2��� (�1 r A X;(� I J) F� 7�-� C� 5 � PE N0, F-t� I 02 ��i ��i��i �U 0���� �u� NUM�,��A C-56041B sHEEr ��un�e�E�A EC- I �� �) NOTE: SLOPES ON THIS PROJECT ARE PRIMARILY 3:1. CONTRACTOR SHALL PROVIDE SOIL STABILIZATION ON SLOPES STEEPER THAN 3:1 AND ON THE SLOPES OF DITCHES, SWALES, AND DIVERSIONS WITHIN 7 DAYS. ALL OTHER SLOPES SHALL BE STABILIZED lIySTALL /8" TEMPORARY PIPE (APPROX 40'1 OUTLET PROTECTION = CLASS 'B' R/PRAP EST 3 TONS (8' APRON LENGTH, 4.5' APRON WIDTH � OUTLET, 9.5' APRON W lOT H@ ENOJ EST 6 SY FF WITHIN 14 DAYS AS REQUIRED BY NPDES GENERAL lIySTALL TEMPORARY STREAM CROSSING STORMWATER PERMIT. REFER TO CROSS SECTIONS US/N� 90 LF OF i@ 24"TEMPORARY P/PE 24�� AND MATTING SUMMARY SHEET. OR WOOD BR/DGEMAT �$ CROSS/NG WIDTH = APPROX /0' lM/N/M�ZEI //ySTALL TEMPORARY STREAM CROSSING �P CROSS/NG LENGTH = SEE DETAIL fM/N�M/ZEl USING 20 LF OF 2@ 36� TEMPORARY P/PE P/PE COVER = l2" M�NiMuM OR ►�000 BR/DGEMAT '�� BACKF/LL = EARTH MATERIAL , � nnaR�a�, SURFACE STONE = COARSE AGGREGATE CROSSIIyG WIOTH = APPROX /0 (M/N/M/ZEJ � ` DB 12106, Pf� � CROSSIIyG LENGTH = SEE DETAIL �M/N�M/ZEl BANK STABILIZAT/ON = CLASS 'B' R/PRAP �, � _ ' " -'°r' ''�� P/PE COVER = l2� MiNiMuM , ,� OUTLET PROTECT/ON = CLASS 'B ;R/PRAP, BACKF/LL = EARTH MATERIAL vi-FA�v� rIAN & � \ � ` i � �B � 50:36. P� 4h EST 7 TONS (l3 APRON LEIyGTH, 6 APRO/y SURFACE STONE = COARSE AGGREGATE DB 15200, PG 187 `\ ` `� ' W/OTH Ca OUTLET,l5' APRON VV�OTH Ca ENDJ gA/yK STABIUZAT/ON = CLASS 'B' R/PRAP BM 1990, PG 10� � \ � �= EST /5 SY FF OUTLET PROTECTION = CLASS 'B' R/PRAP, �'IN 0743-67- /�4 � ��\ �� �� SEE TOC DETAIL N0. 04000.0 EST /9 TONS �22 APRON LENGTH, 9' APRON �/ � �k0� � E�r 42 SY FF T'25 APRON W/OTH @ END1 �� �� �'' `�� �� ��912 P;: SEE TOC DETAIL N0. 04000.11 / / S-� P-�� /.� �G INSTALL TEMPORARY STREA�I�! CROSS/NG >3�2, P� 2so / ,,.�,w; ��'/� USlIyG 20 LF OF l� l5" TEMPORARY P/PE, " � TH/S AREA TO BE ACCESSED ONLY FOR REMOVAL \N� �� �� OF VEGETATION �MQ�NTENQNCEI ALONG SEWER STONE CROSS/NG,OR WOOD BR/DGEMAT L S -� CROSSIIyG W/OT H= APPROX /0� rM�NiM�zE� � � EASEMENT AS DESCR/BED ON SHEET EC-5- � CROSS/NG LENGTH = SEE DETA/L fM/N/M/ZEl �,�; �P.�C' �(7�' � �, � � "CONSTRUCTION SEQUENCE - EX/ST SE►�IER P/PE COVER = l2"M�N�MUM ;' - / t����o� T � � EASE�UENr ON ADJACENT PROPERrIES".NO BACKFILL = EARTH 1�ATER/AL JEERASINGHE,` % o�Q�' :k,• n � � �,`�" ' GROUND DISTURBANCE AND NO GENERAL �� ', �� SURFACE STONE = COARSE AGGREGATE �avisHa � - �- � : - � `� � CONSTRUCTION ACCESS ALLOyVED /N TH/S . � �?�°' f / BANK STAB/L/ZAT/ON = CLASS B R/PRAP ?588: PG 355 / %` DO NOT DISTURB T�. I �' � AREAMOVE TREE PROTECT/ON FENCE TO � � y�00D FENCE / q`� NO STOCKP/L/NG/STAG/N� ACTI�/T/ES r' ', \ .� OUTLET PROTECT/ON = CLASS 'B' R/PRAP, �90, PG 1033 / � �,� � � PROPERTY UNE /MMED/ATELY AFTER SEINER EST 3 TONS l8' APRON LENGTH, 3.75' APRON '�743-s�-s28� / � _,`\ ��� � EASE�UEIyT �AlIyTENA/�CE OPERATION lS WIDTH � OUTLET, 9.25' APROIy W/DTH Ca ElyDl / /� TEMPORARY S/LT FENCE �� /' vY�rH�N 50' OF STREAM � � �� :: Y� COMPLETE AND BEFORE STARTING GENERAL EST 6 SY FF �� /� AND TREE PROTECTION � �/�^\� PLACE RE/ FORCED SILT ' ;�;� �1 PROJECT CLEARING AND CONSTRUCTION. -� � / FENCE (TYPJ � \ \� \ � SEE TOC DETAIL N0. 04000J1 s•PVC a'p�c / � \ � � � /� / -� , � / ` � / ALONGE SL T � CEI�lYPI � \ � �� — — r' _ �' % � � � � 2 —� ' �` ' � �,/ " � � � a i����- �=� � O � � _C � �/ � � � � �`�. �, ���F^i l-IU & YAN ZHANG �' � � _ � �. � � � � l �- � / , � � TEMPORARY SILT FEN� ?567. PG 2290 i! a� � �, F-�?� �._ `/ PaR : '� \ �, , ,, � � PLACE REINFORCED / N/F � �_ � � APPROX. � i ` � SILT FENCE AT LOyy oarviE� zoRzoN & N�F � �` _ - - � � - - � " � AND TREE PROTECTION COMP, ,�, / JE FREY L. FEUERHEL & � ; � ' � ��� � � � � � ��, � � NICOLETA ZORZON INSTALL TREE PROTECT/ON FENCE _ -- � � � - . � , � � FENCE �TYPI . .� / BUILDING �ASSOCIA � \\ \ � POINTS ,4L0� G SILT I B. . CROUSE FEUERHE M c � DB 4694, P �\ ,`� � DB 15636 PG 483 .3 FROM TOP OF BANK �+ND S/LT � ` i��� \� � co j 1 � / EIVCE 1 O �n,t ��nn i�r= �n�.^. DB 6326, PG 167 �, FE/VCE 4' FROM TOP OF BANK fTYPJ � �' /�� �'' � �' � '� ��/ \ �+/ ��,` � BM 199Q F -�� ` / / ;�- 'I� m BM 1990, PG 1033 '' �-y� �` /; % ' :r � /�� � GV'VEIV W. PFEIFER ,-� ST� �� PIN 0743-6t' � �,. � �JBC: � x PIN 0743-67-6187 �:' -� � � � �� �I ' DB 15085, PG 2353 . i��' � i �\ � / / � 10128. PG �! N � ���� � — ' �' �� ) � n�2o, ROBERT �. . � ,\ � �m �, TREE PROTECTION FENCE �,�' ,-- � � �� � je '' �/ ��/ '� �>r:-11993, PG277 �� � � . � z �j C.,,,� �, � �j � _ e / ;' �� � �; �, ,� � � �13-67-8629 \s F� JANET M. PU� � 1 / LOCATION FOR SEWER � c� DO NOT DISTURB �'r�� -, � _ � o //' � /� / �F�� DB 7595, r; �� ,��i� � � EASEtiiENT VEGETATION i �o EX/ST �ANHOLE � -, � � , �- tg ; � ;;i � � / ���/ / ��s gnn �ss2, N_ ,: �� REMOVAL ONLY ' SF41�� �IN 0743-56-47` � �\ � i �0 " � �.� � � �= �. \ , ` �� ' � PLACE REINFORCED � � ` �� ,� '", � � `$ `� � � �/ ' / � ;; °O � / ! /�� /-- � 1 / � �'' l , �, � � � SILT FEIVCE AT LOW � D / % �,1. / � / , � l f--"-;�� �PO/NT S ALONG S/L l - � � ' ' - , � , � �' � --_ / / ��� � �, / oo Nor o�sruRe � - '� , % J f 1 � BZ 2 � ���" BZ 2 eZ FENCE (TYPI SWING.STONE PAT/0. -_� _�, �! ;, � �� � ,�`� -- t ���„�,,, � ' TdF % 1 I \ 2 AIyD 4"X4" POST / gZ 2 � _ -, �'� � �' � � ,' / ��� \ ` -1��_ `" N/F � _ � � - �� TPF TP �/— —� � � j � .�� � � F � �� �� � I V � � �� )MITRA SARKAR� ` 'i� i � _ _`�,_ - �,--�- c�r„ � i i , TP-F � Tp � _ � f-��� Ji � _ � ,,� ��' / � � � /���� - � ._�. KULSHRESHTHA B�Z 1 � - = _ _ � B�1 TPf' � 1 B 2r � ,. � � I ��j!' / �, �' l \� `J � 5291, PG 858 \ / �� I , _" -- `' — - - ,TPF � ,— �� ` � � i �t � / EF+, _ , � / , I % BZ l� / . g , \ n , nn-, pc � - � � � / � i � , , - � � ,. .. , / 1 i ' �_ _ . ,_ . _ : '-a � � . , � � � i � , � � � � _ .,�, _W ,,, .. � � � � . � '� _ — - --- - —�F/ � � � �� �� �� � � � �' �� � � � �� Pf , _ � �� 1 �� � �-- � � � � ' ���' � � --- � . '� � i __ � •�, . .., _ —_ -- ' f �,,� :, . . . . . . . . , , . . ., � � .. � �� . � , . � � - � :� .:��, � �.�� �� � . . � � .� � � -� _ -- � _- _ � e���� :' � � � � � �. � PROTECTI ly , . - , . . . ..; ..: , � - _ _ -_ - �.: _ _ 1,: l � _ TB - . - -_� - - �^- _ - . B _ - � - .s _ _ ' - _ - j� -, j � �j � l� � -_. � (TYPI ocia � � ' _ ,�- � � '�, ��� � _ � _ � -� � INLET 0 . - � /// .. _ , �' �C � �, -- _ ! ` ta� - ,; -. �" ��ra� ` J, � . - e ,� "Ce� � �ti /� / 3 4694, PG . ,... � � , � � � � � - f � ,. , � � � '" — _ -� - — -, \ � -- � — TB TB re -- _ — 7s'� ._ � — �TB - � � f _ . __ -- /- i I�A 1990, PG �� l ` T _ I _ � --- _ - - - — -- g��—Te TB— �' �_ \ _--- _�_ — —_TB —J _ — � - - � �i � � %/ / � i n�a.^-77-1??� — — —___"�___ — v — _ / rdT'- 'feY c c /, ) .,, � — — _ t� . ,.. - —. C — — ! _ ., : . ,„ = i �/ _ � . -- T � TB tB � �+� L ` f � I / . J � C \ .I � � �,; �� � . � � '� —L — _. _ — — — — \ — � � � �. � TB - �— " � c'" � � � / � �"" ` \ , - — — _� _ -� _ -_ � TB - - - �$�--T9 ._. __ TB � TB _ � . ._ � j �, � � � �/ � \ 1 � � � � _ � \ ` Ij r ��_--~��� � , ` � --�� �E _ =!- - - � - --= i BZ 1 � �`' �`' � / � fl ��' / � / ` � � STOCKP/LE ST AGING � � - ` � � \ B 1 � BZ � \ �\ � \ \ � —1-- ...._ - - - ' � � �' �� �i` � // � � i �' / � / � � �� � PROTECT EX/ST TRA�/SFORMER � _, � _ ___ _ _ B2 � � � , � . -� ,� � � � � " d AND CABLES N � � - _ � � \ _- �= �- �� � // � BZ 2 ` ' +' / ,� � / � / I � BZ 2 BZ 1 � — , _ � � � ' �" / f % �� ) � � Z 2 � - - - STALL 5/LT FENCE 3' �Q� �FJNSTRUCT/0 � �; / , � � � � � X �, BZ 2 �___ L/M%TS �NB�rREE PROTECT/ON FF�NC`E 4'� i �-� �` �� � �� � TEMPORARY CONSTRUCTION ACCESS � ` � N�F __= BZ 2 --- FRDM CONSTRUCT/Ott� Ll�I/TS (TYPJ � i�, ���/ � � � � O �uaNE s. H� PLACE RE/NFORCED S/LT FENCE � / ,� �-� ''� �v �/ � // _ CYNTHIA L. f Q / / /. I-':-+Is'r:'JVAY \ � �s 79s3, Pc AT LOW PO/NTS ALONG S/LT u, ��EN �. N�c� `� � INSTALL TREE PROTECTION FENCE�(ONLY) 3' �/ 2 i� FENCE ITYPJ W' SARAH NICC I� �, ,' � / �. COMMUNITY � _' BM 1992, F � oB �3�4s. P� a FROM CONSTRUCT/ON L/M�rS �TYPI � �� � ASSOCIATION, INC. .,� -., , , N/F Q-. C0�11 i� r � — � � � / \ N _ SNII-i H ?"� BM 1992, PG �� �� � �— / / / DB 4694: PG 290 N/F .� �.�. . �-G408 JERRY W. BRENNAN & � m AS50CIATION. ' , N BM 1992, PG 2 PAMFLA C. BRENNAN ON PIN 0743-67-� —�- � / / � /� �/ BM 1990, PG 23 ROBERT P. ROWE & � DB 46S' / �` � P I N 0 7 4 3- 7 6- 5 4 6 9 C L A U D I A K. R O W E PIN 0743-66-7808 DB 5704, PG 791 N� " / `'�' �' / \„' � / � DB 7643, PG 755 C QM 1992, PG 2 �� / ; � � BM 1990, PG 879 � PIN 0%43-66-7945 z� �r � / � ` � �m �,nsrHo�v� i NO STOCKPILING/STAG/NG '� � i / ,.� PIN 0743-77-0506 4 o � r �, �CAULEY / STORM /DRAI �THI ��0 OF ,�� , � I>C � 9976. PG 718 /V ^/ � `� � � j � LEGEND � ,, � � � � , o uMirs oF oisruReaNcE � I PROKRYM, TATIANA Iv�l /'� �� �/ /�J / RO[3ERT KACZYNSKi, �� C (LABELED ON PLANS) — - - — - - — - BM 1992 PG 21 / JtNNIt=ER L KACZYNS � / • J PIN 0743-67-9227 DB 8448, PG 33 " /Q N/F � CONSTRUCT/ON LlMIT C F BM 1992, PG � �� °� CHRISTOPHER J. PIN 0743-67-92;' �° ��� BENSON & KRISTINA � TEMPORARY S/LT FENCE r�.. �� ��o � D. BENSON � (T�C $T�.����.�1) / / .� DB 8744, PG 137 v / STALL TEMPORARY STREAM CROSSING /NSTALL TEMPORARY STREAM CROSSING N�F � �� / ,� BM 1990, PG 879 TREE PROTECTION FENCE — TPF N ,RKWAY ¢� PIN 0743-77-0479 fTOC STD.04000.251 USING 20 LF OF l Ca 24" TEMPORARY P/PE USING 20 LF OF l Ca /5" TEMPORARY P/PE, p OR W000 BR/DGEMAT STONE CROSS/NG,OR W000 BR/DGE�AT :�IATIO�TY �� F� •� �, TEMPORARY CONSTRUCT/ON CROSSING W/DTH APPROX /0� rMiNiMizE� CROSS/NG VV/OTH - APPROX /0� (M�N�M�ZE) �94. PG %� � �' � ENTRA/yCE rrOc SrD.o40o0.0�� CROSS/NG LENGTH = SEE DETA/L IMNy/�1/ZEI CROSS/NG LENGTH = SEE DElAIL �M�N�M�ZEI :�v� �sso. Pc: / O � o0000o P/PE COVER = l2° M�N�MuM P/PE COVER = l2" M�NI�UUM � � Q-� N�F STORtii ORA/N �NLET PROTECT/ON o o BACKF/LL = EARTH MATER/AL BACKF/LL = EARTH MATER/AL � �� ;!=NT J. COSTA � (TOC STD.04000✓2 AND 04000✓41 0�0 - � �- - � °00000°o SURFACE STOIyE = COARSE AGGREGATE SURFACE STONE = COARSE AGGREGATE \ j <v " � oga. P� z�os O SPEC/AL SEDI�ENT CONTROL FENCE/ BAIyK STABILIZATION = CLASS B R/PRAP BANK STABIUZATION = CLASS B RIPRAP 0, PG 879 � � OUTLET PROTECTION = CLASS 'B' R/PRAP, OUTLET PROTECTION = CLASS 'B' R/PRAP, � lIyLET PROTECT/ON �TyPJ �"3-77-13�s � SILT FENCE OUTLET EST 7 TONS (l3' APRON LENGTH,6' APRON EST 3 TONS (8' APRON LENGTH,3.75' APRON I� (TOC STD.04000.23J � W/DTH �a OUTLET,l5' APRON IN/DTH � ENDJ W/DTH �a OUTLET,9.25' APRON W�OTH @ ENDI � EX/STING CONTOUR EST /5 SY FF EST 6 SY FF SEE TOC DETAIL N0. 04000J/ SEE TOC DETAIL N0. 04000.1/ /S � INLET TUBES "SEDI�ENT TUBE" o ,4N0/OR SEDIME/yT CONTROL DEV/CE �oVo CONCRETE TRUCK WASHOUl \ x�O NOTE: SEE SHEET EC-5 FOR CONSTRUCT/ON SEQUENCE � (TOC STD.04000J91 AREA AND STOCKP2E J � STAGIIyG AREA Q COIVCRETE ►�VASHOUT � fSEE DETA/L SHEETSJ � Y SK/ti1MER SED/MENT BASIN ISEE DETAIL SHEETSI � O REVe Nce: P,EVISIONc DATEe DRAWN 6Ye CHECkF_D �;1: � Ihis d��curri?rt, 1-ogether with rhe con�epts ai��d dPsiqns pr�sented I��rPiri, r�s �n inetrumer�t of service, i� Cr li�tei-�ded or�l_v for tl��e specifPc purpose arid clierit fvr which lt w�� pr�parel R�u.=�, o_F and improper � rellance on this document with�,ut writtzn autliorl�at�ion ar��� adoF �'ion t�; K.�ii�il�_� Horii und Ass���-ic�tes, Inc� Op sf��oll t�e without fiability tu Kim!��,� H�r n and A"suciat�s, Ince C�,��yr-lght Kimley-Horn and P��=�,�iat-=�q Inc�o, -0 R PREr�F�RED IfJ THF OFFh"E OF� ■ � �}�' I FQ�I i` � �E�II_�� ; I R��- T9 �UI �� �;1�11=) -��q��li_,H9 ���1�, �(�,IJ I 1='HONF_� (`� I�? �=>7 �-200�� FA;<; (�) 19) 4� ��-2050 �E No,F-oio; EROSION CONTROL PLANS CLEARING AND GRUBBING DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ��������AR���i� PROJECT, ��������;,.. ... ��/ ���i .�G. .`��'��FESS�O,�;•;'9'� � r �O � � � i� =I �_� : �Q 9l�' � - SEAL � � � ' 024436 � � - . . - �• � : �'.``�-� �' :�'�'G I NE`��' � �..�'� �� � � .. � � �� _ i�P� ��0� ���� �111111A► ����� JUC NUM�,�R„ 16-SP-077 HTE #: N/A APPROVED BY THE TOWN OF CARY DEVELOPMENT REVIEW COMMITTEE PLANNER: DATE: WHITE OAK CREEK GREENWAY MACARTHUR TO DAVIS DRIVE SHEET �dUMBERe C-56041B EC-2 (� �) NOTE: SLOPES ON THIS PROJECT ARE PRIMARILY 3:1. 24�-is° RCP-I� \ JB / MH TOC DETAIL '�'v �. Ni' iv�,�N CONTRACTOR SHALL PROVIDE SOIL STABILIZATION N�F '� No. �8000.05 ass7, �� a7o `� ON SLOPES STEEPER THAN 3:1 AND ON THE SLOPES TOWN OF CARI' �-� � ,��2. P� „o, ,, DAVIS DRI�E PARK DB 4925, PG 903 �� OF DITCHES, SWALES, AND DIVERSIONS WITHIN 7 soccER coMP��x R������ p��1�,�. \ � \ � ADJUST INLET PROTECT/ON WHEN DAYS. ALL OTHER SLOPES SHALL BE STABILIZED � ��� � �� � ROP STRUCTURE /S /NSTALLED WITHIN 14 DAYS AS REQUIRED BY NPDES GENERAL � �► STORMWATER PERMIT. REFER TO CROSS SECTIONS � ����� � 44�-is° RCP-I� :'� AND MATTING SUMMARY SHEET. ` � � � \ � � � �� TIE STANDARD BASE � `��'--� IIySTALL CHECK DAM I \� \ � ��`� � DITCH TO EXISTING �� LEGEND \ ATOCATD.04000.06 � �\\ \\ � � ( - - � / STANDARD BASE DITCH , �� „ I L/M/TS OF D/STURBANCE (LABELED ON PLANS1 CO/ySTRUCT/ON LlM/T � F TEMPORARY S/LT FENCE fTOC STD.04000.0/1 TREE PROTECTION FENCE TPF fTOC STD.04000.251 T EMPORARY CONST RUCT lON ENTRANCE (TOC STD.04000.07) TEMPORARY ROCK SILT CHECK D,4�/ TO{�N OF CARY STAIyDARD CHECK DA� � fTOC STD.04000.06J SPECIAL STlLLING BAS/N � (IyCDOT STD 1630.061 STORM DRArN iIyLET PROTECTiON °O�O$ fTOC STD.04000J2 AND 04000J41 o�n 000000 SPEC/AL SED/tilENr CONTROL FENCE/ � SILT FENCE OUTLET (TOC STD.04000.23J EX/STING CONTOUR PROPOSED CONTOUR =�5 �NLET TUBES °SED/MENT TUBE" AND/OR SEDIMEIyT CONTROL DEV�CE oVa fTOC ST0.04000J91 CONCRETE WASHOUT � fSEE DErAIL SHEETSI TEtiiPORARY DNERS/ON D/TCH � TD � �SEE DETA/L SHEETSI SKI�i�ER SED/MENr BASIN � �SEE DETA/L SHEETSJ C � � � N i m 0 � � v � � N C O � � c 0 � 0 � a� � � � N L v � O � � � I � � 0 � � 0 � 0 � � 0 0 � � J Q � �c O N a0 Q z L TER L V DITCH - \ \\ � -- � �V/ CLASS 'B' RIP RAP � F ` � � � ��l SEE DETAIL I / \ 1 � ' �j� � � I EST 70 TONS RIP RAP �,AREFOOT & �'i N — � � � �F REMO E EX/ST DRNEWAY, _��\ `� �� EST 150 SY GFD ��K�" �. BAREFooT � �� � � RICHARD W. EVANS & l8N CMP. & R/P RAP CHAI�IIyEL 1 \\ I� \� � DB 5584: PG 207 JUSTIN C. ABOOD & I I �� SEE DETAIL 2 I ASHL B. ABOOD PATRICIA HAYS EVANS � � � � \� , \ � \ \ \ 1 � � �� t E3M 1992. PG 1101 DB 1 � 43, PG =^: ' "" • �l� r�' r, ' / � 1 � \` 1\ \ \ \\\ � � �` PIN 0743-66-0952 gM 1 92, PG 1 N' REMOVE 24 LF OF �8� (:MP � 1 1 J' I � \\ \\\ �� �� PIN 743-66-1`' ANYOR! \\ � � �\ � NiF CONTRACTOR TO ADJUST wEi v�; .. OUTLET PROTE TION,CLASS B RIP RAP, � �,� � � � �`�1 1 ��' \� �, PA aYc�: STREAM CROSSING,SILT �B5938.PC' �ST. 3 TONS (6 APRON LEN TH 3' APRON � I I i ��� � � � COLLAR AND EXTEND ! IDTH @ OUTLE 9' APRON �VIDfH @ END) � \\ \ � \ � assoc� FENCE, AND/OR SEDIMENT ST. 10 SY GFD � , „ � � 11 � �� �� � � ���� �\ 20'-18" DIP � �� '� CONTROL FENCE DURING 36 -18 RCP-IV J � � \ \ � � � \ � \ �� ,��� � � � ���� � �� � �� CONSTRUCTION PHASIIyG TO N/F pI T 0 C D T A I L , �: �'�, � I � � .� � \ � �� / � � � � � � MAINTA�N ADEQUATE EROSION Na. 08000 02 ��� � \ \ \ CONTROL MEASURES AND KEEP PARK VILLAGt �� 1 \ \ \ � ` � \ JB �y/ MH. TOC DETAIL �nnEowNER 48'-15° R P-IV �' ,-r� I ���� � �\ �\ I \\ N0. 08000.05 SEDIMENT FROM CREEK ITYPJ �ciarioN. ir�, �y/FES � � � \V � �\\\ � I 1 A � O �609,PG188 \ .�' ,� �� �� � �� ���� , \�, 418 � 11 \ 11 \ \ � � " C �, , ' � _ 1 �� � \\\ �AN[�ARD �ASE DITCH � 260'-36" _ y. `��, ��� • ^� �� 48'-18" RC III � � ' � � \ \ � / �\ � 1111 \ 111 � �� �� I �/ C�ASSi'B' RIP RAP � i � O � i � I 4 \�`' � � � � \ \�\ \ \\ �SQ �OrTONS &IP� RAP ' / / BZ 2 � � � ` 1 � ,, ,,41 �\\1J �[� � �FD_ , ' _ i _ _. _ � _ � � � 111 11111 � . 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TOC STD.O4OOO:OE � � > ' I ' `\ \ �10MEOWNERS 1 � ' ' � --�_ � � . � � � S�ND�ARD CUT BASE DITCH , ssocia�ioN, inic \ I � � ' � � � � -13fi-I�' R.�P-III � � ' � DB 6253, PG 273 � ` � + J I I � `I 1 �, ' � � \ �.�`\�__ �, � � ' y ��-� �,n� �9�� P� ���, � �� � Il� �� � 1 ��� ' � 403 � � ���_` � � ��` � _, - _ � � � � / � � ,,O ` /, I � � -,I�_ � � y �, _ � r _ -I = ' I DI TOC �DETAIL �` � '' _ � i i I Nb. 08000.��2 � " ` � � ' o �� � - _ \ , - 28'-15° , � - � � - � o � � , o REh/IOVE 8 L.F.O'F � — � - _ - � . � � x� / � � �5" RCP' TIE PROP � � / � ` � � �� � � JB TO EXISTJNG, � ' �� �� � - - - -� 1 / � ` �_. � �`02 ; 1`OC�DETAIL Na: 08000.05 � � / . \. I I - � I OOP � � �. , � ' �. � � �� �� t /. II�I � / , ` /_-� \ \�� � I � _ � , � \ � '�- � I� —_- - —_ � I \ ' \ \ \1` �_ � � _ � � \ �� � 'f \ �! � ; DFt�VE Z ��, k'` � V � � � ���, -• � -; ` _ II�� 1 � � � � \ � � � � � � / _ � , \ � � ,�=� 5� �' R E T AriN , \ ��7�. i� � � � /� —1 �::_, — SY�TEM � ; — - \ .. �. � �i �- '_ ` � I / � 1 — � — � - � I � ` -_, / � � � �' � �- � - - - -- , � — — — � � � j�' ' . — _ / ! � { 1 �. � ., I �j _ \ � �\ � �� c,�' -� ,� ARK VILLaGc hUfvitUb,� _ � � ,,�j �Z� ' � -�pF' '� � ASSOCIATION INC / —� - "� � � i— -'� ` � � _ ��,�V I I � ; - � , �. .� �� � DB 6253, PG 273 / �EXCB � � \. `f�a�l � �'`. � �� % � , � � � �� r�!°'� -� � � ` . � � - � 1997, PG " . I � � / � I � �OX � � - ' 3-56- � � . / '401 / / I'� I � s� � . � � � - � . i \ �K v� :���- ' � I i � 'I � � � % � % �� '" ' � I I I � .\ �\\ , BERM 'V' DITCH � I' SEE DETAIL 5 4� _ i � � h � ��� I I 16'-15" �y/ ELBO�y I �.,� W� � ��� I IB ��' �I x �� .,, �.�"-,�E - I NI �w �I TOWN C... .. �MEOWNERS �� � I I�I DB 4925, N� yv � � � � �� o�� ��,, � UCIATION, INC. � � I 997, PG 5 E � I I� I I� , IIII O REVe Nce: P,EVISIONc DATEe DRAWN 6Ye CHECkF_D �;1: � I�his d��curri?rt, 1-ogether with -rhe con�epts ai��d dPsigns pr�sented I�erPiri, r�s an inetrumer�t of service, i� Cr lr�tei-�ded or�l_v for tl��e spec.ifPc purpose arid clierit fvr which lt w� � pr�parel R�u.=�� u_F and improper � rel'iance on this document with�,ut writtzn autlior'izat�ion ar��� adoF �'ion t�; K.�ii�ile_�-Horii und Ass���-ic�tes, Inc� Op sf��oll t�e without fiability tu Kim!��,� H�r n and A"suciat�s, Ince C�,��yr-lght Kimley-Horn and P��=�,�iat-=�q Inc�o, -0 R I PREr�F�RED IfJ THF OFFh"E OF� ■ � �}�' I FQ�I i` � �E�II_�� ; I R��- T9 �UI �� �;1�11=) -��q��li_,H9 ���1�, �(�,IJ I 1='HONF_� (`� I�? �=>7 �-200�� FA;<; (�) 19) 4� ��-2050 �E No,F-oio; � �� i sr,a�L � TEtilPORARY D/VERS/ON DITCH. USE STRAW W � NET L/NER. ��PF � � p.� - - � � � , SE DETAIL 6 ���� 0 � OU�LET PROTECTION, CLASS B RIP RAP � �'\ \���\ � \ \ \ ��y DTH @ OUTLETAPRONAPRONTVy'IDTH @PEND) \ 416 \ �ST, 7 SY GFD � \`,� \\� ��O \ ��\ \ � � � � 16'-15" (�y/ ELBO�y) ;�aRVEY & �� � \� �� � � � ���iv��r r. HaRv�Y & ��� A� � � �tOMAS N. HARVEY l�'SY,Q�L 1 � \ DB 15496, PG 5A5 � ', \ TE°MPbRARY � , ^ 1992. PG 2 , �,1 �l�/Ef��l�� �'43-66-1761 �r' ' ��aD/�CH. � �;usc� srRaw � - � NET L/NER. ( \ � ,� � / SEE DETAIL 7 FO DITCH PLAN / \-- TANDARD BASE DITCH / CLASS 'B' RIP RAP ST 40 TONS RIP RAP EST 80 SY GFD SEE DETAIL 3 TIE STANDARD BASE DITCH TO EXISTING .�`�����' �A R��i'�. . �G . •`�,, �o�oF E S S•���1%' �9,'• ^' c^� 0 � 0 EROSION CONTROL PLANS ��� SEAL 9l�� = CONSTRUCTION PHASE : 024436 ; . ; � /, � � / � N/F ARK A. HUNZAKER & \ //SUSAN E. HUNZAKER � DQ 14214. PG 2498 I BM 1992, PG 2 1 PIN 0743-66-274� � �� N/F � , BRIAN R. LAWLOR & �, �CHRISTIE M. LAWLOR / ` DB 5295. PG 349 !�, BM 1992, PG 2 0743-66-3737 NOTESe SEE SHEET 2D—1 FOR DRA/NAGE DETA/LS SEE SHEET EC-5 FOR CONSTRUCT/ON SEQUENCE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PROJ�CT, �'.``�-� �' :�'�'G I NE`��' � �..�'� �� � � .. � � �� _ i�P� ��0� ���� �111111A► ����� JUC NUM�,�R„ PLANNER: 16-SP-077 HTE #: N/A APPROVED BY THE TOWN OF CARY DEVELOPMENT REVIEW COMMITTEE DATE: WHITE OAK CREEK GREENWAY MACARTHUR TO DAVIS DRIVE C-56041B SHEET �dUMBER„ EC-3 �� �) NOTE: SLOPES ON THIS PROJECT ARE PRIMARILY 3:1. CONTRACTOR SHALL PROVIDE SOIL STABILIZATION ON SLOPES STEEPER THAN 3:1 AND ON THE SLOPES OF DITCHES, SWALES, AND DIVERSIONS WITHIN 7 DAYS. ALL OTHER SLOPES SHALL BE STABILIZED WITHIN 14 DAYS AS REQUIRED BY NPDES GENERAL STORMWATER PERMIT. REFER TO CROSS SECTIONS AND MATTING SUMMARY SHEET. NiF PINGYUAN WU & XIZHANG '��\ DB 15036, PG 465 �[iM 1992, PG 1101 IN 0743-66-3975 ��, \ N/F �� � �.. �1 N!F � JENNSITYR LIN & � YI-FANG FAN DB 15200, PG 187 BM 1990, PG 10 PIN 0743-67-Cy��4 � ) ��� �� \ ` � ` i` � ` % ���_ �, � �MARGAi� _ DB 12106, Pf� � ,��, r.,,... ���1 �a �P Q ZACHARY G. PURVIS & � Z�kO \ ANNA V. PURVIS N!F ��� / ` BM 1992?PG 1101 RICHARD MARTIN TURKEL P 1 & LAUf�A ANN I URKEL /�� ��G ` / ��PIN 0743-66-4956 M 990. G 033 �� REMOVE EX FES Q�f � '�`� � �� \ 5 0 1 � �� P I N 0 7 4 3- 6 7- 6 3 8 6 '`� / PL A C E 8' O F 3 0" R C P-IV L� N S�� °° JB y�/ MH. TOC DETAIL ` W I T H C O N C C O L L A R 4" PIPE SHOULDER DRAI N G� � No.08o00.05 � `� P� l�j� �' �<� �� ` N/F ` PLACE y�EEP HOLES ABOVE �` T 4" O U T L E T P I P E F O R S H O U L D E R N� � � \ SHAH, MEHUL RIP R AP ELEVATION JQ\ / ^� /� DRAIN TIE TO PROPOSED ' ` ` DILIP WEERASINGHE � � `�� o ° ' � _ „ � �'��' � RAVISHA / DRAINAGE STRUCTURE "� � o 00 \ 20� 36 \` DB 12588: PG 355 / E1,�'MBANKMENT PROTECTION � �� � `� "' \ BM 1990, PG 1033 � ►r/ CLQSS II RIP RQP �� �' � ` PIN 0743-67-6287 /� EST 305 TONS RIP RAP T P ' �'� FES'�� , -� JB / MH� TOC DETAIL � % EST 195 SY GFD BOT 38/.03'! �. ANY RELOCATION� � ` � A , , � � / N0. 8000.05 502 � �� �� % SEE DETAIL 9, SHEET 2D-I T P, '� � -� T E�P P/PE DUE - � � � _ � � � / OT 0. 0" ` STREAM RELOCAT/0 , � � � OUTLET PROTECTION. CLASS IRIP RAP � �— !'--� �� ; � � "- �'��� lS llyC/DENTAL � � ,\ ST. 15 TONS (12' AP�20� LEN TH� 6' APRON � s'PVC a'p�c "- � O � � 20'-36" � � �� - �' �IDTH @ OUTLET. 18' AP ON �jIDTH @ END) � � �, O � BZ 2 ' � � �� � 503 � \ �, �� - a tST, 29 SY GFD N�F �� � � � SPECIAL LATERAL V DITCH p � l � � _ � _ C' , � � � O \ �: � � �` m � \ � 1�JF�I l-.IU & YAN ZHANG / � � _ �� � SEE DETAIL 8, SHEET 2D-I K� — � � � ` \� \ 1 '� � i ?567. PG 2290 N/F ��_ � , F; � � o- � � \ � � ' � � DANIEL ZORZON & N1F � �< < � — � � , �- ` `� � .SSOCIA � � �' ��`,\ � � NICOLETA ZORZON � JE FREY L. FEUERHEL & ��- _ � � � �/ � � j� � � � •� � � � DB 15636, PG 483 B. . CROUSE FEUERHE M o m �� � =- � ✓ � � DB 4694, P� �\ , �� � / NIF � _ � � >1 � / � C��.� �� � 1 � / O �r�,,t �e�n rr_ ^n�.'. � ��A` \ / � � � / // GWEN W/PFEIFER � BM 199Q F �� �T JA K UBOWSKI & y. DB 6326, PG 167 'n , � BM 1990, PG 1033 m EXI ING 20' ACCESS E� �'' "" l_ _f 1 I %/ '�`� � � lRA.9 1990 PG �31 " �^Y 1�� ' � DB 15085, PG 2353 ,-� S � PIN 0743-6�' � � NA JAKUBOWSKI lC� m � _ � ' � / ' T� � � ,,, � � x PIN 0743-67-6187 � _- ` � f'' . i�� � \ ' .� i � lNSTALL TREE PROTECT/ON FE CE f � �, - � , - � j � �r, FT � ; �/ ' � �>r:,1 1993. PG 277 �Y p � / 10128, PG 471 , N , � ) ��Q / n�2o, ROBERT �. I��\ / 1992. PG 1101 ` �/ g �" � a `/, -Q/�" , �/ �99`sF JANET M. PU� `� � � '� 0743-66-5928 / �� INS/DE OF PERMAIyENT EASEME/�T INSTALL CHECK DAM � � � —' ,' � ` Opo �y � i` / /� � '=�3-67-8629 \�F� DB 7595, r; �� 1`,� � � AND SILT FENCE 2 IIyS/DE OF ' ' 2,�� �� � r' i/ � // TOC STD. 04000.06 504 � `� , . � �Fys gM �992. N_ ! ,� : �� � PERMANENT EASEMENT fTYP) w PLACE EEP HOLES ABOVE .� � - —� ,�� ` . �oo� ;, i ,%��i F�L7�� �IN 0743-56-47 � �- , � �. � o� W ��$- �P� � � �e� / _ % � , I RIP RAP ELEVATION _/ d_ ` / /G , � ° �/ I /�f _-\ ) / r 1 � i Y'. � � � G� / �.� � /' ' � ir ' � � �-- ,� '�� � `/ � om, � � � ' , / / �;�'�' �'° f/ i � --__ r�l BZ � � - � � �`''r" � ' ��l %� �- /. � "' / f � � ��^ �,� �, � BZ 2 BZ 2 �v�'i� �. ��. l Z � � li= ��� � � �/ i 1 �i� � //8„�r, �� �� % 1 1 \ - B ;. � - - - � � � �; � � / / ' � " / � I� `� _�� 1'�-_ � N/F ` � � , ` BZ 2 . ' / / ' � i � " - / � � � , � i -�e / � �iiMITRASARKAR\ B�Z 1 �� � �- `',_ �_---� � � � – I/ � , i� � , � �v � J�II1��\ `�/ -� � F KULSHRESHTHA " - ° �-_--. -- BZ � ` , _ -- / /�� � / ; JQ� r' � \\ �1 / E�` s_ � I _„ - 5291, PG 858 \ / '., ! � � i �_'-_ �- - ' ` i ' 1 � r �` .��� Z 1 � / ' �� e/ / / � 'Q j / J)1� � ` i:Bl�ii , , _ ..., ' . . ' � `... , �,��� �c� H , .. . • . .. " ��� �� � / � � . � ��- . _ ' � . ' � , �_ _ / \ � � _ .. B_ , ` " , � � / ��� / ,� ; � .. � � � � � — '� P � F C � � ` ` �. ,``°� / ��'_( _-� _ - � , ; _ � -... \ � � � :.: . , . • :, .,. ' . . . ... , . . , . ... .._ .. :::, �''j .,� � ;, i ,� , - �1' " ' r i ' <0 � / / � � � ` //� //— lPf•IIVI' - ��i��a� - -- WRAP 5/LT FENCE A/yD TREE PROTECTION ' - - - - - _ - -- _ _ _ - _ - K -, � ' � ' � � � ,�soc�ia ���._ � � -- - _- TB .� � �� " � �' - . -, �� , �SB _ � �: . -���TB �"- g� � - ._.t � -, � ta� _ . �"'���ra� ` - � :��.'Ce � f ' S05 � � Q�ti� � /� l� `,: � , `, � / U(3 4694, PG :., FEIVCE AROUND TOP OF P/PE AFTER ����—,� TB- g.��� TB . � l —� � -� TB ` TB� _ T ` - . - , , , - __ -- —` "_ � __ BM , G LJ 7� �� � � � � . . � �. � l ST ALLAT l0 (TYP) - � -_. - _� - --- -- ' - - - _- ra - r� " - —� � - - � � : .. �� �.. � . . � � � _ � ! / / � ,. � NN �-_ � — -_ = — _ — v � —T � � � ���T - tB� � � - / / I � � - . IN 74 77 I i � — — — — - � \ — — _=�___` -- — — -_ — e — _ — _ — _ ` - _ � � /,% ///� , � �°;- . ��re c � �� . .. . . _ � / / i _. _ _ \ �.:. . �. — ._ — \� � T ' .. TB I � � i � � /! \ \ � E � _ —. _ � � �I \ _ _— — -_=--�_. `_' — \ � �' � TBC-rB. . �—T � i � /C.� � ( . � � \ � — — _ --- � -� � - �$�--T9 . - � TB ' — '— — � % . , � � � / n � � � � _ � 1 j r !��--�-�-- �__ �— — — - --��� __ , % — _ � --_ _ � �� � � � ° � �� / � }� 1 � % � � � � BZ 1 ' � � 1 i '� ` — ` ...._ _ �E _. — — — / BZ �,� � Q // ,fl �,°, /� / ' 1 � \ � i ` � � \ , , \ � � BZ 1 _ � \ � --_ _ e� � � , _ E I � , � � ��,°' , � � � � � 4 ,,� i � � � � � ��� -, � -- = Z� � � �� -`� � �/� 2 , — �� � � � � /' � � BZ 2 , � _ BZ 1 � � BZ OUTLET i� � ' � //. � e / Z 2 � ' — — —5 �MPE ANQ—T — — C�CASSCBI�R P F�AP � /'��I- °e ��� �� / � � /^�;, +� BZ 2 � — PLACE 32'-15; — -�5�; 2—TONSi(5' � � � � � �/. �� LEGEND N�F __= BZ 2 -�-^ � RCP-IV -�PRDN_LE�KlGTH,�� � �/ o e'� I �f � A N E s. H A Y �` P L A C E R E/N F O R C E D S/ L T F EN C E �' � ,;� / �r LlMITS OF DISTURB A NCE � P E R T O C D E T A I L % 2,5' QPRON � /-�.,o ' �v �/ / // N � � __ � GYNTHIA L. C Q' / ,. / /. PARKJVAY fLABELED ON PLANSJ ------ �� A T L O W P O/ N T S A L O N G S/ L T w GLEN L. N1COL & / �u Q� N 0. 0 9 0 0 0. 2 6 � yI D kH — / , _ 7993, PG v� N /, � a� / COMMUNITY FENCE ITYPJ w saRaH Nico� -� �• EMBANKMENT PROTECTION @ OUTLET °� � �_ 1992, F' � a o, � �� �" ASSOCIATION, INC. CONSTRUCT/ON L/ti1/T DB 13948, PG 874 N� 1►' � C F N�F Q-, con,�r�, _ 7.5 APRO P J- _ SNII-i H Z�v gM �gg2 pG 2 C� � rr / C � Q S S I I R I P f� Q P � /���� � �;— / �/ �/ DB 4694: PG 290 N/F TEMPORARY SILT FENCE �.�. .�-G408 JERRY W. BRENNAN & Q� Z m AS50CIATIC 1AI , PAMFLA C. BRENNAN ra PIN 0743-67-7072 �`- EST 115 TONS RIP RAP rr IDTH @ / � � /� � BM 1990, PG 23 ROBERT P. ROWE & (T T l BM 1992, PG 2 ON � DB 4694, PG � EST $5 SY GFD END) /, °�� �, /�` � PIN 0743-76-5469 CLAUDIA K. ROWE ) / �C 5 �.����•� DB 5704, PG 791 k BM 1990, PG � � � PIN 0743-66-7808 c�yrn � SEE DETAIL 9. SHEET 2�-� EST. 7 SY �i�o e:� �„ / /� DB 7643, PG 755 QM 1992, PG 2 �.- N�F PIN 0743-68-3�, GFD � % 1 BM 1990, PG 879 TREE PROTECT/ON FENCE — TPF PIN 0%43-66-7945 zm KENNETH C. ARMSTRONG � ��°o �� / % � �/ „� PIN 0743-77-0506 l fTOC STD.04000.25J �-- �'c � 4 � & KERI L. MCCAULEY ��.:c,e ., j T P RARY 0 TRU Tl � � Ix � DB 9976. PG 718 � \ // �/ '� � E M O C N S C O N N/ F , / � ` e � . J , EIyTRANCE (TOC STD.O4000.0%) PROKRYM. DAVID & N/F ` � � / / �/ PROKRYM, TATIANA � �:'.� Qn � � ,J' T E M P O R A R Y R O C K S/ L T C H E C K D A M/ D B t 3 4 4 8, P G 3 3 1 '� � � / TOyVN OF CARY STAI�/DARD CHECK DAti! � RO[3ERT KACZYNSKI, JR. & � JtNNIt=ER L. KACZYNSKI /� :°� � (TOC STD. ����.06) P 0743 6 7 227 ' � N/F DB 8448, PG 3�� " � � /Q / , /.`,�' oo CHRISTOPHER J. BM 1992, PG � p / �Cr o BENSON & KRISTINA s P E c �, a� s r � c u N c e a s � N � � PIN 0743-67-92;' r� �/`° ��o 000 D. BENSON �NCDOT STD /630.061 // / °: �� � DB 8744, PG 137 00000o N/F �. �c� �� BM 1990, PG 879 STORM DRAIN �NLET PROTECTION o o .RKWAY ¢�"` �` ' PIN 0743-77-0479 (TOC STD.Q4000J2 AIyD 04000.141 °o�°o 000000 '��1MUNITY � �'�`� �, :iarioni / F �° a� • �y �.� , �94. PG � ']C* 31v1 1990, PG / , � SPECIAL SED/tilENT CONTROL FENCE/ � / 5/LT FENCE OUTLET , v � �TOC STD.04000231 �' ��,` �� � ,�� N�F �� KENT J. COSTA EX/STlIyG CONTOUR �� j, �r} DB 11098. PG 2706 � BM 1990. PG 879 PROPOSED CONTOUR -�� � ' PIN 0743-77-1318 \ \ IIyLET TUBES "SED/MENT TUBE" AlyO/OR SED/MENT CONTROL DEV/CE QoVo rroc sro. o4000r9� �5,� NOT ESa SEE SHEET 2D —1 FOR DRAINAGE DET A/LS CONCRETE WASHOUT ■ � �� SEE SHEET EC —5 FOR CONST RUCT lON SEQUENCE (SEE DETA/L SHEETS) � TEMPORARY D/VERS/ON D/TCH —► TD —� fSEE DETAIL SHEETSI SKI�MER SEDI�ENT BASIIy � �SEE DETA/L SHEETSI O REVe Nce: P,EVISIONc DATEe DRAWN 6Ye CHECkF_D �;1: � Ihis d��curri?rt, 1-ogether with rhe con�epts ai��d dPsiqns pr�sented I��rPiri, r�s �n inetrumer�t of service, i� Cr li�tei-�ded or�l_v for tl��e specifPc purpose arid clierit fvr which lt w�� pr�parel R�u.=�, o_F and improper � rellance on this document with�,ut writtzn autliorl�at�ion ar��� adoF �'ion t�; K.�ii�il�_� Horii und Ass���-ic�tes, Inc� Op sf��oll t�e without fiability tu Kim!��,� H�r n and A"suciat�s, Ince C�,��yr-lght Kimley-Horn and P��=�,�iat-=�q Inc�o, -0 R PREr�F�RED IhJ THE OFFh"E OF� ■ � �}�' I FQ�I i` � �E�II_�� ; I R��- T9 �UI �� �;1�11=) -��q��li_,H9 ���1�, �(�,IJ I 1='HONF_� (`� I�? �=>7 �-200�� FA;<; (�) 19) 4� ��-2050 �E No,F-oio; EROSION CONTROL PLANS CONSTRUCTION PHASE DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �����nu���� ,,,,o�,��•�qR�����,, PROJECT, . �G . .`��'��FESS�O,�;•;'9'� � r �O � � � i� =I �_� : �Q 9l�' � - SEAL � � � ' 024436 � � - . . - �• � : �'.``�-� �' :�'�'G I NE`��' � �..�'� �� � � .. � � �� _ i�P� ��0� ���� �111111A► ����� JUC NUM�,�R„ PLANNER: 16-SP-077 HTE #: N/A APPROVED BY THE TOWN OF CARY DEVELOPMENT REVIEW COMMITTEE DATE: WHITE OAK CREEK GREENWAY MACARTHUR TO DAVIS DRIVE C-56041B SHEET �dUMBER„ EC-4 �� �� o, � � � � i � i m 0 � � v � � � c 0 � c 0 � 0 � a� � � � a� � v � 0 � � � i � 0 � � 0 0 � 0 � � Q � CONSl RUCT /ON SEQUENCE CONSTRUCTION SEQUENCE - DAVlS DRIVE PARK - Soccer field ond parking lot sha/I remain open for public use during th�e project With the excep ion of a closure of 2 months maximum, to be schedu/ed Wlthin the period . betWeen �ay l5 and August /5. Remoinder of park shall remain open at all times dur�ng pro ject, and With the exception of the closure referenced above, the public sholl have occess to the soccer fie/d and parking, ond to/from fie/d ond tl� restroom/sl�elter. pla��ound, ond other pork features. orking lot modificotions: Work within the parking .lot and immediate/y.adJocent to it, including demolition Work, droinoge & pavement mod�fications, ond restriping, shall be comp/eted during the 2 month c%sure perlod. New WalkWays to soccer field shall be instolled during this closure period, and oll fencing and Wolls instolled along edge of soccer fie/d so thot fie/d is ready for use ot end of closure period. Finish paving Work such as final paving.and restriping may be done in o/ Week closure perlod at the end of the pro j ect, at a ti me ogreed upon by the OWner. - Q�� Work adJ ocent to the porkin /ot that is not comp/eted during the 2 month closure period shall be accessed �rom the designated construction entrance�sl and seporoted from public use areas by fencing. - Controctor sho/I have access to th� project area through the porking /ot.and moy use up to l0 parking spaces ad jacent to the Work area for staging and storage of materials throughout the pro ject. Controctor sholl protect existing pavement on site and restore ony damage ot end of project. Throughout tl� p�oJect. tempo�ary closures during the day may be considered on a cose-by-case basis When not in conflict With soccer use. CONSTRUCT/ON SEQUENCE - EXIST SEWER EASEMENT ON ADJACENT PROPERTIES - Prior to start of general construction, clear o 6' wide strip of existing seWer eosement on the private property side of the pro ;ect limits Where the seWer runs paralle/ to the proposed boardWalk. (Applicab/e proper�ies are Zorzon, Liu/Zhang, JokuboWskiJ. C/eoring of easement consists to cutting oll Woody veqetation f/ush With tfie ground ond removing above ground improvements not designated fo remain. No grubbing or ground disturbance is pe�mitted or required. Treot all hordWood stumps With herbicide immediote/y after cutting. - lnstoll tree protection fence olong the construction pro. /'ect limlts immediate/y ofte� c/earing seWer eosement ond before storting /and disturbonce, to prevent any further construction re/oted entry into these oreos during.troil construction. - No construction operations are permitted on privote properties, includin the portlons of sewer easement on these properties, except within areas designated as �emporary Construction Easement fTCEI. - C/eoring llmits Within TCE on Feuerhe/m property shall be os shoW� on plons. and os approVed by ToWn proJect monager. CONSTRUCT/ON SPEC/F/CAT/ONS l. Hold preconstruction conference ot /eost one Week prior to storting construction ond invite NCDEMLR LQS contact number is �9191707-9200. 2. F/ag the Wo�k limits for protection. 3. Prior to any /and disturbing (inc/uding demolition� activities, install silt/tree protection fence. construction ent�once, femporary stream crossings. and a/I other erosion control devices. 4. ln occordonce W�th th�e erosion control p/ons, grode troil, install crosspipes, ond p/oce reinforced silt fence as si�W�n. P/ace additionol erosion control matting and stabilize 2:l slopes os indicated. Modify silt fence placement around troil and out/ets os necessory, ploce silt fence around oll temporory crossings and culverts os needed. 5. Complete final grading for trail. 6. Fin�sh grading of slopes, topsoil critical areos and permanently vegetote, seed and mulch. 7. All graded areas W��� be seeded. fertilized and mulched occording to NCDOT specifications to maintain a vigorous, dense, vegetative cover Within 7 to /4 days or sooner of comp/etion of any phase of grad�ng. Refer to the /atest NPDES Ru/es dated August 20l1 for more informotion on ground stabilization requirements. ln summory, the ang/e for graded slopes ond fil/s sholl be no greater thon the ongle thot con be �etained by vegetotive cover or other odequote erosion contro/ devices or structures.ln ony evenf,slopes/eft exposed will,Within 7 or /4 ca/endar days of comp/etion of any phase of grading, be, p/anted or othsrwise provided With temporory ground cover, devices or strucfures sufficient to rest�ain erosion. Permonent groundcover Will be provided, for all disturbed areas W�thin /5 Working days or no more than 90 ca/endar days lWhicl�ever is shorterJ following comp/etion of construction. 8. All erosion and sedTment contro/ practices will be inspected week/y ond after rainfa/l events. Needed �epoirs will be mode immediote/y. 9. Estimoted time before final stobilization is 9 months. l0. Site includes opp roximatelY 2.54 acres of permanent vegetation orea. lI. AFTER SITE IS STABILIZED, construction entrances, and construction staging and materio/ area stockpile oreos, and all other erosion contro/ devices shall be removed. �estored as existing. and permanent/y vegetated as described in the maintenance ond vegetative p/on.. Contractor must receive permission by pro ject inspector before any meosures o�e removed. MAINT ENANCE Follow the construction sequence throughout project deve/opment. Adequate erosion and sediment contro/ measures must be installed, maintoined ond od 'usted as needed during the demolition or clearing and grubbing phases as Well os �hroughout the life of and until permonent vegetation on the proJect is established.When changes in construct�on octivities are needed, amend ti�e sequence schedu/e in advance to maintain monagement control. Notification of Land Resources Sediment and Erosion Contro/ Se/f -lnspection Progrom: The Sedimentation Pollution Control Act Was amended in 2006 to require that persons responsib/e for /and-disturbin activities inspect a project after each phase of the project to moke sure thot �he opproved erosion ond sedimentation contro/ p/an is being folloWed. Ru/es detailing the documentation of these inspections took effect October l, 20/0. To simplify documentation of Se/f - lnspection Reports and NPDES Se/f -Monitoring Reports, a combined form is noW ovailab/e.The neW form Was developed to satisfy the �equirements of th� Sedimentation Pollution Control Act ond the NPDES StormWoter Permit for�q nstruction Activities, NCG 0/0000. Beginninq Au ust l, 2013, the Division of Energy, Mineral, and Land Resou�ces is responsib/e �or odministering both the SPCA and tl� NPDES StormWoter Permit for Construction Activities, NCG 0/0000. The combined form shou/d moke it eosier to comp/y With se/f -inspection requirements. The Combined Se/f-Monitoring form is avoilob/e as a PDF and Word document from the Lond Quolity Web site, http://portal.ncdenr.org/Web/lr/erosion lf you hove questions. p/eose contoct the Land Quolity Section ot the DENR Regionol Office at 919-707-9200. lf the some person conducts tf�e land -disturbing activity & ony related borroW or waste octivity , the related borroW or Woste activity shall constitute part of t�/� lond -disturbing activity unless the borrow or Waste activity i �egul' qted under the Mining Act of 1971. or is a landfill regu/ated by the Division of �oste Mano ement.lf the /ond-disturbing activity and any related borroW or Waste activity are,no�conducted by th�e same person, they shall be considered seParate /ond -disturbing activities and must be permitted either thro��h the Sedimentotion Pollution Control Act as a one-use borroW site or through the Mi ni ng Act. MA/NT ENANCE P�AN l. The Cont�octor shall check all eroslon and sediment control practices for stability and operotion folloWing every runoff producing rainfall but in no case /ess than once every week. Any needed repairs W��� be mode immediate/y by the Contractor to maintain all practices as designed. Also per Nationol Pollutont Dischorge Ellmination System fNPDESJ generol stormWater permit.o rain gouge must be instolled on site. The rain gauge must be kept onsite and inspections by the Controctor must be made and /ogged afte� every ho/f inch of rainfall ond once a Week. O REVe Nce: P,EVISIONc DATEe DRAWN 6Ye CHECkF_D �;1: N - �--- - � P-� �� - - � I his d��cuiri-_r r, I ogether with I he con�epts ai��d d_si �1ns pr�sented h, r-�in r�s �� � instrumer�t ot se� vice, i�- Cr li �t�i �ded or�l_v for tl��e specifPc purp���se arid clierit fvr which lt w�� pr�par��1 R�u.=�, u-� and improper � rel'iance on this document without writtzn authorizat�ion an� adop �'ion t�; K.�iml�_�-Hori i und Ass���-ic�tes, Inc� Op sf��oll t�e without fiability tu Kim!��,� H�r n and A"suciat�s, Ince C�,��yr-lght Kimley-Horn and P��=�,�iat-=�q Inc�o, -0 R 2. The Contracto� sl�ll remove sediment from erosion contro/ devices When storoge copacity hos been approximate/y 50% filled.Grave/ Will be c/eaned or rep/aced when th�e sedlment pools no longer drains properly. 3. The Contractor sholl remove sediment from behind silt fence when it becomes 0.5 feet deep ot th�e fence. Silt fence WiII be repoired os necessory to mointoin o borrier. 4. The Controctor sholl fertilize. reseed as necessory, ond mu/ch all seeded areas according to speclficotlons in tl� vegetative plon to mointoin o vigorous, dense vegetotive cover. 5. The Contractor sholl provide ground cover on exposed slopes or other oreos Within 7 to l4 days or sooner of comp/etion of any phase of groding. Refer to the /atest NPDES Rules dated August 20/l for more informotion on ground stabiliza�ion �equi�ements. Permanent ground cover is to be provided for all distu�bed oreos Within 7 to /4 days or soone� folloWing comp/etion of construction or deve/opment. 6. Th�e ToWn of Cary contact is Amy �ockintosh, PLA, ASLA, f9/9) 460-4973. 7. The folloWing are specific mointenance requirements for each proposed erosion and sedimentotion cont�ol device: Stondord Temporary Silt Fence/Stondord Silt Fence Out/et: lnspect sediment fences and fence out/ets ot /east once o week and ofter each roinfall. Make any required repairs immediate/y. Shou/d the fabric of o sediment fence collapse, tear, decompose or become ineffective, rep/ace it prompt/y. Remove sediment deposits as necessary to provide adequate storoge volume for th�e next rain and to reduce pressure on the fence. Take core to ovoid undermining the fence during cleonout. Remove all fencing moteriols ond unstable sediment deposits and bring tl� a�ea to grade ond stobilize it ofter the contributing drainage orea hos been proper/y stabilized. Stondard Catch Basin/Yord /nlet Protection: lnspect in/ets at /eost Week/y ond ofter eoch significont fone-ha/f inch o� greoter roinfoll event. C/ear the mesh Wire of any debris or other obfects to provide odequate floW for subsequent rains. Take ca�e not to damoge or undercut the Wi�e mesh du�ing sediment removal. Rep/ace stone os needed. Tree Protection Fence: lnspect tree protection fences at /east once a Week ond after each roinfoll. �1ake any required repairs immediately. Should the fobric of o tree protection fence collapse, teor, decompose or become ineffective, rep/ace it prompt/y. Standard Check Dam: lnspect ch�ck doms and channels for damage after each runoff event. Anticipote submergence ond deposition obove the check dom and erosion from high flows oround the edges of the dom. Correct all doma e immediate/y. lf significont erosion occurs betWeen dams, instoll a protective �iprap line� in �hat portion of the channel. Remove sediment occumulated behind th� dams os needed to prevent domage to channe/ vegetation, alloW the channe/ to drain through the stone check dom, ond prevent lorge floWs from carrying sediment over the dom. Add stones to dams os needed to maintain design height and cross section. Standard Construction Entronce: Maintoln tl� stone pod in a condition to prevent mud or sediment from /eoving the construction site. This may require periodic topdressing with 2-inch stone. After each �oinfall, inspect an� structure used to trap sediment and c/ean it out as necessory. lmmediate/y remove alI obJectionob/e materiols spilled,Washed.or tracked onto public �oodWoys. Pipe Out/et to Well-Defined Channel: Inspect riprap outlet structures after heavy roins to see if any erosion around or be/oW the riprap hos token ploce or if stones have been dislodged. lmmediate/y make all needed repoirs to prevent further damage. Standord Tem,00rar Stream Crossing: lnspect temporary s�ream crossings after �unoff-producing rains to check for b/ockage in channel. erosion of obutments, channel scour. riprap displacement, or piping. Make oll repairs immediote/y to prevent further damoge to tl� instollotion. Standard Temporar,� Diversion Ditch: lnspect temporory diversions once o Week ond ofte� every roinfoll. lmmediotely remove sediment from the floW areo and repoir the diversion ridge.Corefully cl�ck outlets ond make tim/ey repairs as needed. When the areo protected is permanently stobilized, remove the ridge and the chonnel to b/end With the notural ground /eve/ and appropriate/y stabilize it. Stondard /n/et Sediment Contro/ Device: Empty filter sack When brightly colored exponsion restraint can no longer be seen. Geotextile Wi�� be a woven polyp�opy/ene fab�ic that meets o� exceeds requi�ements in th�e specificotions tab/e. An oil adsorbent pod or pillow con be purchased when oil spills ore o concern. lnspect per regu/atory requirements. The Width, "W", of the filter sock will match the inside Width of the groted infet box. The depth, "d". of the filter sack Will be betWeen /8 inch�s ond 36 inches. Th�e length, "l", of the filter sack Will motch the inside /ength of tl� grated inlet box. Standard Pipe ln/et P�otection lP/ywood & StoneJ: lnspect stondord pipe inlet protection at leost once o week ond ofter eoch roinfoll. Moke ony required repoirs immediate/y. Shou/d th�e p/yWood collopse, break, or become ineffective. replace it promptly . Remove sediment deposits os necessory to provide adequate function for the next roin and to reduce Qressure on th�e in/et protection meosure. Take care to ovoid unde�mining the in/et protection measure during cleonout. Remove all ln/et p�otectlon materla/s and unstab/e sediment deposits ond bring the area to qrade ond stobilize it ofter the contributing drainoge oreo hos been properly stobilized. RlP RAP (60/5) CONSTRUCTION SPECIFICATIONS Subgrode Preparation - Prepare the subqrode for riQrop ond filter to the required lines ond grades shoWn on the p/ans. Compoct ony f�ll required in the subgrade to a density approximating that of the surrounding undisturbed moterio/ or overfill depressions With riprap. Remove brush, trees, stumps ond otl�r obJectiona/ material. Cut th� subgrade sufficient/y deep that the finished grode of tl� riprap Will be at the e/evation of the surrounding areo. Chonne/s should be excavated sufficient/y to olloW p/acement of th�e riprop in o manne� such thot the finished inside dimensions ond g�ade of tl� riprop meet design specifications. Sond and grave/ filter b/anket - Ploce the filter b/onket immediote/y after the ground foundotion is prepored. For gravel, spreod filter sfone in o uniform /ayer to the specified depth. Where more than one /ayer of filter material is used, spread the /ayers W�th minlma/ mlxing. Synthetic filter fabric - P/ace the cloth filter direct/y on the prepored foundotion. Over/ap the edges by ot leost /2 inches, ond space ancl�r pins every 3 ft olong the overlap. Bury the upstreom end of the cloth a minimum of /2 inches beloW ground and Where necessary. bury the /oWer end of th�e c/oth or over/ap With tl� next section os required. Toke care not to damo�e the cloth When p/ocing riprap. lf damoge occurs remove th�e riprop and repair the sl�et by adding another /ayer of filter materia/ with o minimum over/ap of /2 inches around the domoged orea. lf extensive damage is suspected, remove ond �ep/ace the entire sheet. Where large stones are used or machine plocement is difficult,a 4-inch /ayer of fine grave/ or sond may be needed to protect the filter cloth. The finish�ed s/ope shou/d be free of pockets of small stone or c/usters of /orge stones. Hand p/acing may be necessory to ochieve the proper distributfon of stone sizes to produce a re/otive/y smooth, uniform surfoce. The finished gradeof the �iprop shou/d b/end W�th the surrounding area. No overfol/ or protrusion of riprap should be opporent. R/P RAP MA/NTENANCE lnspect chonne/s at regu/o� intervo/s os WeI/ os ofter mojor rains.ond make repoi�s prompt/y. Give specia/ ottention to the out/et ond in/et sections and oti�r points Where concent ated f/oW enters. Carefully ch�ck stobility at road crossings ond look for indications of piping, scour l�les, or bank failures. r�oke repairs immediote/y. �intoin alI vegetotion odJacent to the channel in a heolthy, vigorous condition to protect the area from erosion and scour during out-of -bonk f/ow. Control of weed and brush growth may be needed in some /ocations. LAND GRAD/NG (6a02J CONSTRUCT/ON SPEC/F/CAT/ONS 8. Do not p/oce fi/I on o frozen foundation, due to possib/e subsldence and slippage. l. Construct and maintain ol/ erosion and sedimentation control proctices ond meosures in accordance With the opp�oved sedimentotion control p/an ond 9. Keep diversions and other Water conveyonce measures free of sediment const�uction sch�edu/e. during al1 phases of deve/opment. 2. Remove qood topsoil from oreos to be graded ond filled, ond preserve it for use in finishing the grading of all critical oreas. 3. Scarify areas to be topsoiled to o minimum depth of 2 inch�es before placing topsoil. 4. Clear and grub areas to be filled to remove trees, vegetation, roots, or otf�r ob�ectionob/e moterlol that Would offect the p/onned stobillty of the fill. 5. Ensure that fill moterial is free of brush, rubbish, rocks, logs. stumps. building debris, and other materiols inoppropriote for constructing stab/e fills. l0. Hand/e seeps or springs encountered during construction in accordonce with approved methods. ll. Permanent/y stabilize oll graded areas immediate/y after fina/ gradin� is comp/eted on eoch area in the groding p/an per NPDES Soil Stobilization Timeframes. l2. ShoW topsoil stockpiles, borroW oreos, ond spoil oreos on the plons, ond make sure they ore adequate/y protected from erosion. lnc/ude final stabilization of these oreos in the plan. MAiNrENANcE 6. P/ace all fill in /ayers not to exceed 9 inches in thickness, and compoct the layers as required to reduce erosion, slippage, sett/ement, or other Periodicolly check all graded areas and the supporting erosion and re/oted prob/ems. sedimentot�on contro/ proctices, especiol/y ofter heovy roinfo/Is. Promptly remove all sediment from diversion and other Water-disposo/ proctices. lf 7. Do not incorporote frozen material or soft or high/y compressib/e Woshouts or breaks occu�, repoir tl�m immediotely. Prompt moterio/s into fill slopes. maintenance of smoll eroded areas before they become significont ullies is an essentio/ part of an effective erosion and sedimentation con�rol p/on. GRASS-L/NED CHANNELS (6030) CONST RUCT /ON SPECIFICAT IONS MAINT ENANCE l. Remove all trees, brush, stumps, ond other ob�ectionable materiol from the foundotion area and dispose of proper/y. 2. Excovate the channe/ and shape it to neat lines ond dimensions show� on the p/ons p/us a 0.2-ft overcut oround the channe/ perimeter to alloW for bu/king during seedbed preparations ond sod buildup. 3. Remove ond properl dispose of oll excess soil so that surfoce woter may en�er the channe/ free/y. 4. The procedure used to establish gross in th�e channe/ Will depend upon the severity of the conditions ond se/ection of species. Protect the channe/ With mu/ch or a temporary liner sufficient to Withstond onticipoted velocities during the estoblishment period. During the establishment period.check grass-lined channe/s ofter every rainfall. After grass rs establisl�d. periodically check the channel, check it after every heavy rainfall event. lmmediate/y moke �epoirs. lt is porticu/orly importont to check the cl�nnel out/et and all road crossings for bank stability ond evidence of piping or scour ho/es. Remove all significant sediment occumu/atlons to maintain the designed corryin� copocity. Keep the grass in o healthy, vigorous condition at all times, since it is the primory erosion protection for the chonnel. V EGET AT lV E PLAN �60/l) Dote SEEDING SCHEDULE Shoulders, Side Ditch�es, Slopes f3:ll Type Planting Rote Aug.l5; /Vov.l Tall Fescue 250 Ibs./acre Nov. l-Mo�. l Tall Fescue 250 Ibs./ocre & Ab�uzzi Rye 25 /bs./acre �or. l-Apr. l5 Tall Fescue 250 /bs./acre Apr. l5 -Jun. l5 Hulled Common Be�mudag�ass l2 /bs./acre Jun. l5 -Aug. l5 T all Fescue 60 /bs./acre & BroWntop Millet =_= 35 /bs./acre or Sorghum-Sudan Hybrids =_= 30 /bs./acre Slooes f3:1 to 2:11 Mar. l-Jun. l Sericeo Lespedezo (scorifiedl 50 /bs./ocre and � or. l-Apr. l51 Add Toll Fescue 60 /bs./ocre f ar. l-Jun.301 or Add Weeping Lovegrass 5/bs./acre ( ar. l-Jun. 30) or Add Hulled Common Be�mudagrass 8/bs./acre Jun. l-Sep. I Tall Fescue �x: 60 /bs./acre & Browntop Millet =_= 35 /bs./ocre or Sorghum-Sudon Hybrids =X� 30 /bs./ocre Sep. l-Mor. l Sericea Lespedezo (unhulled -unscarifiedJ 70 /bs./acre & ToII Fescue 50 /bs./ocre fNov. l-Mor. l) Add Abruzzi Rye 25 /bs./ocre Consult Conservation Engineer or Soil Conservation Service for additiona/ information concerning other alternatives for vegetation of denuded areas. Th� above vegetation �ates are those Which do Well unde� local conditions: other seeding rate combinations a�e ,00ssible. F== Temporary - Reseed occording to optimum seoson for desired permanent vegetation. Do not olloW temporary cover to grow over l2 inches in h�eight before moWing, otherwise, fescue moy be sl�ded out. NOTE: For Rlporian Buffer oreas, see Sheet EC-ll for seeding p/on. SEED/NG SPEC/F/CATIONS /� After rough grading is comp/eted, til/ soil in areas to be seeded and planted to a depth of six inches. 2� App/y ogricu/tural lime, fertilizer, ond superphosphate to disturbed areas to be veqetated. A minimum of 2 tons limestone/ocre with 3 tons limestone /ocre in c/ay soils or per soils test 35 /bs. l0-10-10 fertilizer/1000 sq. ft. (1500 /bs/ocreJ 40 /bs. 50% superphosphote/1000 sq. ft. (1750 /bs/ocreJ 3) Disk nutrients into soil to a depth of six inches until su�face is uniform and free of /arge dirt clods. 4J Seeding permanent grass. 3.0 /bs. KY-3/ tall fescue/1000 sq. ft. f/30 /bs./acrel du�ing February l5 through Moy l5 0� August l5 th�ough November l5. -OR- 3.0 Ibs. KY-3/ toll fescue ond 2.0 /bs. annua/ ryegross/1000 sq. ft. during lyovember /5 throuqh February /5. 5J ti1u/ch seeded areo With smoll groin stroW at 90 /bs/1D00 sq. ft. (2 tons/acrel. Spread uniform/y. Approximate/y/2 of ground surfoce si�u/d be visib/e to avoid b/ocking sunlight to seedlings. On oreos where tl� ground surfoce equo/s o� exceeds a 3:l s/ope, and in the inverts of all droinage sWa/es, tack mu/ch With asphalt emu/sion ot o rate of 400 gollons emulsion per ocre of stroW. 61 Mu/ch oround shubbery and trees With pine straw to depth of 3 inches. 7J T emporory cover l.0 /bs. broWn top millet/1000 sq. ft. May through August 25. -OR - l.0 /bs. annual ryegrass/1000 sq. ft. August 25 through Ap�il. 8) Maintenance Requi�ements: Refertilize if groWth is not fully odequate. Reseed, refertilize, ond mulch immediate/y folloWing erosion or oth�er domoge. FOR ADDIT IONAL INFORMAT lON REGARDING T HE V EGET AT lV E AND T OPSOILING PLANS SEE PROJECT SPECIAL PROV lSION 16000 Stone P/ocement - Plocement of riprap shou/d folloW immediately after p/acement of tl� filter. /�/Q%Eo EROSION CONT ROL REV /EVV ,Ql�l � P/oce riprop so that if forms o dense,Well-graded mass of stone With a minimum of voids. The desired disbribution of stones throughout the mass moy be obtained by.se/ective /ooding at the /NSPECT/ON VV/LL BE ADDRESSED BY quarry and controlled dumping during final placement. P/ace riprap to its full thickness in one DOCUMENT NOT CONSIDERED FINAL operotion. Do not p/ace riprap by dumping through chutes or otl�er methods that cause segregation NCDENR9 NOT T HE T ��N �� CQRY UNLESS ALL SIGNATURES COMPLETED PLANNER: of stone sizes. Toke ca�e not to dislodge tl� under/ying bose or filter When p/ocing the stones. 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NIJMB�R„ 16-SP-077 HTE #: N/A APPROVED BY THE TOWN OF CARY DEVELOPMENT REVIEW COMMITTEE DATE: WHITE OAK CREEK GREENWAY MACARTHUR TO DAVIS DRIVE C-56041B SHEET �dUMBER„ EC-� �� �) O� � � � I N I � O � � v � N � C O � � � 0 � O � a� L � � a� i v � O � � 8' 0" MAXIMUM � V�RIAB�E A`�� DIREC I ED BY THE E�JGIf�IEEI� N��>TES� 1 A�I_ P�aNTS DESIGI�IATED TO BE SA�ED �HALI_ BE PF?OTECTED �Y FENCING, A5 ILI l�1STRATED. � �' If�I�TA�� TREE PR��TECTION F�NCE AT 1�-RE� DPII� � ��I�T �ENCE �ALRIC ' LIi��E (��R AT EC�GE �F DI�TUR�ED AREA, AS SHOWN MIf�JIMIJM 10 GAUGE � � � � INSTALLED TO ��ECOND ���� Of�J PI_AI�IS, PRIOk TO C��MMENCEMEI�JT 0� �If�IE WII�E� � � � - MIf�J1MUM 1���� GAU�E C�I��STRUCTI01�1_ i 1NI��E FROM TUP , j � � ' � I���ITERMEC�IATE WIRFS � �� �PAGE T�EE PROTEC�TIUI'�l ��JNE SIGf��S A MIf�IIMUM - -�- - . -- - - _ � � _, � OF ONE E�ER�r' ���J FEET THE �IZE OF E,�CH c�RADi� `�;I��N MU��T BE A MINIMUM OF 2' x 2' AI�1D F�E -� I I-1 I I-1 I I-1 I I I I I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I' I I I-1 I I-1 I I-1 I i- i� � �i I`�, I B L E � R 0 M B C) I H S I D E ti 0� I H E F E N C; E. •"_' ��=1 I I-1 I I-1 I I-1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I I 1=1 I 1=� ��_ "' �� =111 III-"' � � '' --"'-111 111= Q THE SIGN MUST C��NT�`IN THE 1=0���WING �II I-1' IIIII III- �� �AI�IGUAGE IN E�C�TH EN�:��ISH & JPAI�IISH: -11 =1 �� "TPEE F'POTECTION �ONE, 4�EEP OUT"_ � �� FRONT VIE1N i iii'-- FEr,��c� M,�TEi�iA� _ —� I III: III I � � �`�. 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I �' - F' A F,� I�O/�DWAY ��.�'r-�r-�'r-t'� :i�i� WH�%HEV�P. �S T�-IE I ��IA���IA��I� I`n��SP�)I���IR�� PE�S���� �1 �I�I�?��A��C� ��I`� TH� ,� .�p ,�p,'�` 1 � II'C� ��:T�?I�:!E i_JP RAI��(JAC� L A�I /� �T) � ='�ATER. �y'����''_-�y���-��y�����' � ��, `�� �II�JAI�ICIA� RE��ONSIBI�ITY �ORM. THE MII`JIMUM �EE THE TUWI`�l U'� /�r ,C +�� +�/; '1F`+C/i'�'R'jt 1V ,�y vyr •tv ��v, rv� � � c i � : i � ' i � ' i � i . t' � -'i' �.�f'' ,�. V /-\ I `•. I L �._ ��r�; r�,!r.� r.�,!r,�,'r, �r '�r. �r,�; r,� r�„�r.,� r�, r,�., r,�, r,� r�, r,� r. •�r, r. ;�r�?�t���,��,�'���,�:,�:�r:�?;�;�?,��,���������.��y�'�,���, CAP'7 WI�L CHARG� TO ���EAN I HE �:TF'�E I� WIL� BE �.���0 � OF' � c �'�i'7�X7,��` ,y� _'�`��' ,�tX c�'�'��'�7�"�'��, ;�� �+F.���t;�Fi i�8 ;�t %� �r : �r-f'� � I �� T H �� � � �� A �� � � 2 � � � C� � E /� � . H �I n ( � '� T H E � � � � T E i l. : ir� r� r,�; r�,y!r�.��y, i�����,�!r,��� r.%;�r.,%�,!r,�,!r,� yr����, r,��,�.�•�.�*�.�,�.y��-��-l;�-X'�-i;�-x'� T H �� � � i� �, ���� +i7 +Sr. �+Wt� ;+�!�i�;;� �r t�r c �r ir c ir • �r� r� r,,,Y,!r.,�,y!r�.���'.�r,�: \/ c ir c ir < ir i i� ir , ir • r�„ r�, r-t; -�;' -X' -x; -K' X, -X' -� -� .� rTr,� S I D E V I�� -x'�a' �' EXISTI��IG -�'' SLC��'E E;�;I`=TIiJ��; �� � 0 P E -rr� P�AN VIEW �,— � �����i—� ,, �'' nl I I'�Tn, ,��rf�l I I-1 I I ��I' I I-I I I-1 I l� ,�i �-1 I I-I I l i '�-III����� Vo,�'iE� _�111�i,lll,�,�li: ��� I I� �I I I; I �'- = 1 I I���� ,� r 1 I � � i' D E`� I �� ���I 0� `�� P I�� W A�Y �, i�, � w �=��� �Of�ISTRUCTI0I�J �I=� ���� DI�AII�IAGE AREA WEIR �ENGTH � 70' MIP���11M1_IM � I���� �� , 1 �.�II AC�Es� �� I , �xi�Tii���c ROAc�w,���r � � . . ,. .�� . � '� � :. . ��' E E rED -aF � � � I ��-� � ' � � . . . . � . . ' . ' � ��— R I P I , � � . �J \\: ....':.. :., . �' . � �% � 2 6 0 � °�.� �.: � . � V A I�.' I E � �� � , . . . . ... . �.:�.' ; �, ��' n \.�< - . � � � � ' ��� - * •2. � -� .� .� .�`2� .i.`2� ` -'� :Z. � # "� � ,� ,T `-, .�, `.� ' • �/ _ � 4 I (�) . �) '� ` 'r; .�•`�.�'#, �•�;2� i;T'`� �•`� � �,'� '�•" �' �z• # �.`• -t'T•, =1 I I— i� . � .�• . .. .'' , '. ........ ,..,. . ,� rfh` �'��, �# ��' � �: `�- - ��` 'T�' �,� f'T :��,� f �,� • `+M�* � f� ��'- #'T'.��r�yi'' #'2��`.��i,r,..� '� � I=� I � � � � I- . . . . . . 4�r �r �I I � � � I=1 I I� i,=, . : _ .'i. , �=rl I-` �� � -' . � +Yi, �� 'k � • �1y � �� � , •� '�,'`2� . +�.`� ��' � . �� �` `2\�y.' 'T • �y ' `2` • `+ib -`�-k,'_ r-�'2r. :�� -- "k �,.1�: _ �..z '4- ; t„ ��. � `T� �. 'fi`T �`2� •.' �� 'k� �..� # "r� �y�a 'k� `2�� �i'� "k'�"`2� • � � ��' _ : � I I I I I -I I I—I � I—I I I—I I I—I �--yl—� I �—I I I—I I I _-I ---- ----1�"f t 1``I��1-11- --- I I-I I I-i -' � �=I I I-I I I-1 I I-1 I 1-I I 1-1 I 1-1 I �- ��"=� � W�'-� H� L� �, -I� %� bJ E � D I M E N� I o[�I �� H o W r,l A�' E M I�I I M U M i-� I 1=1 I 1=1 I 1=1 I I- '' 1 '-1 I 1=1 I I-1 I 1=1 I 1=1 I I-1 I 1=1 I 1=1 I I-1 I I-1 I 1=1 I 1=1 I 1=1 �' '' �i = = -� , ��-���-���-��� �„ � -��i=�lll��,l�i='' �-1 I I-1 I i- �°. M i, � —eEOTE;�Ti�E F^,�;�ic �_���,i�E� �_,Tor,,iE FRON T VI E1N �����i��T��: /��T�� 1 HEIGHT � WIDTH DETFRMINED BY EXISTING . y �,��� � -�. / �;�ie.TH r- , �;;��(��'�� �1, �� CROSS SECTION � �� �=���� �c�P�-��RAPH�� �N�� �,�r�MF��T �To�A��E REQ�_�i�E��. -� ,�� , ,�,�, � � <,�. � / /-�\:\�� / � \ i,��\ �o ❑o ^ � �;����/� � �� ���i,;�j 2. KEY PIP K,�p II�ITQ II-IE DAM FJR STAQI�I���TI01�I_ � i a ,� ;� i �_; � � �! � °�'° � � � � ��� i � �� o � � � � �� � �� ,�� �;�� DETAIL No. ����� � �,� ; � ���� ,�� j DETAIL No. ���� � STANDARD CONSTRUCTION ENTRANCE �� � � �� �� ��� � ����� �- STANDARD CHECK DAM � � � � � ��� ��; EFFECTIVE: 12/10/09 ���i i��=T ��_�� � EFFECTNE: 12/10/09 ;N� � T����� �i VARIOUS MULCH AND NET CONSTRUCTION SPECIFICATIONS �� �� <� �} �'-' Z 1g" EXISTING Q� 3 . D H p� '-I ITi�� ii i�u (MIN. ) GROUND H o� U � o -^ � � , - �= = - � � �--� �o��� _�.:� ��� u A rr,�� i B A C K F I L L O�� xz � M1\ �i / � II WQzLL =�tDDm �' �/ i _f,iiii 6„ � �c�Qo= Z��O� �� �III 30, r�� �� / l��ll� Imxx.> � � w STAPLES ON H x z ���,� ii�u��� i= 10" B i �' Ti ��:�\��\ r� r��\,�\ r� 1' CENTERS ���� � _� z in-iu-u 4" � i �� Q IN TRENCH p O tn Q •� D D iii ii�i ii � i �� z H� �-� i u-i �, �, o" �iii�Tii� 5 N F' � cA� � �-�u= a' �II���� T w _ � � Z I I�I�II- ��� 1.� �I�GIII�� � T p ii=ll„ ����a�l 6 iu,ll��ll, 6�� mIN STAP LE �I I�I I I CHECK II-11HI1- MATTING SHALL BE STAPLES ON MATTING IN DITCHES PLAGED IN TRENCH 1' CENTERS /8" AND BACKFILLED IN TRENCH oVe�lap Join strips by onch��ing z DIAGRAM OA o ond oVerloppTng. n � � z ln chonnels, roll out stri of nettin =! i=i i i=i�=! i=� i i= � � � - - -= = = = = - - - - - o Ps' g Parollel to the �� --_� i i=i i i� i i z� dlrectlon of floW and over the protect)ve mulch. ,� = A �� CO STRUCT/0 SPEC/F/CATlO S Z� �^^^ �^^ Staple Check Pattern � Q N N N � �-/—� 3' 4" � � D � 10" i �„ Staple � Q S Y N T H E T/ C R O V/ N G E x c e p t W h e n W o o d f i b e r s/ u r ry i s u s e d, n e t t i n g s h o u/ d 3. T o s e c u r e t h � e n e t. b u r y t h e u p s l o p e e n d i n o s/ o t o r t r e n c h z y \/ �- ^� r 6 X� X � � N olWoys be installed over the mu/ch. Wood fiber may be no /ess tl�n 6 inches deep, cover with soil, and tomp fi�m/y. � o � � \� I a z Use lVorth American Green PS 300 permonent erosion sprayed on top of an instolled net. Stap/e the net every /2 inches across the top end ond every n o 4'� l 30� 3� � I z contro/ matting or equiVa/ent product opproved by engineer. 3 ft oround the edges and bottom. Where 2 strips of net are �� �� �heCli N � „ � t7 Mats.including "exce/sior" fwood fiberJ blonkets,are laid side by side,th� adjocent edges slx�uld be overlopped 3 y� �-- ---- ___ �� �^^� � x st°P�e 4 = z Synthetic roving is Wound into o cylindricol pockoge so thot considered protective mu/ches ond moy be used o/one.on inches ond stop/ed together. Eoch strip of netting shnuld olso � z -I ^�-4" a v, � it can be continuous/y WithdroWn from the center using o erodib/e soi/s. ond during oll times of tlae yeo�. Place th�e be stop/ed doWn the center, every 3 ft. Do not stretch th�e net p�' � D IAG RAM Oc � E' compressed oir ejector. Roving expands into a mat or g/oss matting in firm contact With th�e soil and stop/e secure/y. W�n opp/ying stap/es. Z� nr�TTTrrG oN sLOPEs z� fibers os it contocts th�e soil surface. lt is often used ove� a 7° D IAG RAM O w stroW mu/ch,but must stil/ be tocked With osphv/t. lIySTALLAT/ON OF IyETTING AND MATT/NG 4. To join two st�ips,cut o t�ench to onchor the end of the ne{,W� ne/t.Ove�/op the end of th� previous roll l8 inches. as NOTES: Spreod roving uniformly over th�e oreo ot o rote of 0.25 to P�oducts designed to contro/ erosion shnu/d bAe�, instolled �n S,NW�l L/G�Qr�',ond stop/e every /2 inches just beloW the onchor THIS DETAIL APPLIES TO STRAW, EXCELSIOR, AND PERMANENT SOIL REINFORCEMENT MAT (PSRM) INSTALLATION. 0.35 /b/sq yd. Anch�or With osphalt immediote/y after occordonce With monufocturer's instructions. �'1�' mot or 5/�f• STAPLES SHALL BE ND. 17 GAUGE STEEL WIRE FORMED INTO A"U'� SHAPE WITH A MINIMUM THROAT WI�TH OF 1 opplicotion, ot a �ote of 450 �����i.s r ocre. � INCH AND NOT LESS THAN 6 INCHES IN LENGTH. 9 P� b/anket-type product used os o protective mulch sheu/d ti/q/NTENQNCE rovide cover of ot leost 30% of the surfoce Where it is SHEET , oF 1 SHEET , oF , P NOT TO SCALE As o channel lining, and at other sites of concentrated f/oW. opplied. lnsto/lotion is illustroted belovy. 1631 . 01 1631 . 01 the roving mot must be furth�r onchored to prevent /nspect oll mu/ches, nets,and mots at leost Week/y and ofter each undermining. lt moy be secu�ed W�th stokes ploced ot significont fl/2 inch or greaterJ rain fall event repair l. App/y lime,fe�tilizer ond seed before loying tlae net o� immediote/ Good contoct With th�e round must be mointoined, TEMPORARY LINERS intervols no greote� tl�n /0 ft olong th�e droinageWay. and mat. lf open-Weove netting is used.lime moy be incorporated and erosio must not occur benea� th�e nets and mots. A random/y th�oughout its Width, but not mo�e thon /0 ft oport. �Y before instolling the net and fertilizer ond seed sproyed on ores of the nets ond mats tlmt are domo ed or not in close As on option to stoking, the �oving can be buried to o depth ofterWord. 9 MAINTENANCE: of 5 inches at the upgrade end and at interva/s of 50 ft contact with the ground shall be re,00ired and stop/ed. lf erosion o/on th�e /en th of th�e chonnel. occu�s due to poorly controlled droinoqe, the prob/em sl�ll be 9 9 2. Start laying th� net from the top of the chonne/ or s/ope fixed ond eroded oreo p�otected.W/ae�e erosion is observed. l. lnspect Rolled E�osion Control Products (RECP) ot /eost week/y ond after eoch NETS AND MATS ond unroll it down the grode. Allow netting to lay /oose/y on app/y odditiono/ mu/ch �f Wosh�ut occurs, repoir th�e c/ope grode, signifcant ll/2 inch or greater) rain fall event repair immediately. tlae soil but Without Wrink/es-do not stretch. reseed and reinstall mu/ch. tilonito� and repolr mats and line�s 2. Good contact With tf� ground must be mointained, and erosion must not occur 16-SP-077 os necessor until round coVer is estoblished. beneath the RECP. HTE #: N/A Nets o/one qenero/ly provide litt/e moisture conservotion y 9 3. Any oreas of the RECP that ore domaged or not in close contact With tiae ground APPROVED BY THE TOWN OF CARY benefits ond on/y limited erosion protection. Therefore, sholl be repoired Ond Stopled. DEVELOPMENT REVIEW COMMITTEE tiaey are usuo//y used in conjunction with on orgonTc mu/ch 4. /f erosion occurs due to poor/y contro//ed drainage,the prob/em sha// be fixed DOCUMENT NOT CONSIDERED FINAL such os straw. ond th�e eroded area protected. 5. �onitor ond repoir th�e RECP os necessary until ground cover is estob/ish�ed. UNLESS ALL SIGNATURES COMPLETED PLANNER: DATE: PREr�F�RED Ih� THE (�FFICE OF� �����n��q ��������� � q R��� ��� P� Cl J E C T y . �L �.� ■ �,. �° o F Fs's' i o��-� ,, W HITE OAK CREEK GREENWAY EROSION CONTROL � SEAL �� = ���eN�an PE�����N:� oArEe �RAWN �YD ���E�K�o �,: DETAI LS =; oz4436 = �`10T T0 s��A��E MACARTHUR TO DAVIS DRIVE -�i-�is docurriert, 1-ogether with Phe corcepts ai��d desiqns pr�sented I��,�reiri, as ��-� fnstri_imer�t of sei-vice, i�: �,� : ' � li �tei-�ded or�l_v for tl^�e specifPc purpose arid clierit fvr which lt w �� pr�pare 1 R�u.=, o-F and improper _ _ �i�'�•�F'�'G I NE``��.�• ��' reliance on this docum�nt without written autl-iori�ation ar� J,�lo_� � ioi�� b; I<iiiilc ✓-Ho��i i and Assnc_iate�, Inc� , " " � _ - - I ... �T �}` I F/��i �` � �EVII_�L ; I RCI-T9 �UI �� �;1�11=) ��q��l�_H9 ���ll_, � (��1� ��i �P��� • .•• 0���� sf �a��/L �I t tKiml t IiH�br❑ andu phimr!� iat-=r_r� l and-A -7 c,ci��tes, Ince �' H��� � � l`� I J � �_> 7(-���� (-1 r Q i< ;(�) I`J ) 4� ((-� l�� ��) PE N0, F-0 102 ,,�� �N�ii�► 0��,� �u� ��uM�J-Fe C-560418 �H��r ��un�eE�e EC -( ��, ��, i- �- �y- _ �� �) O� � � � I � I � O � � v � � � � O � i c 0 � 0 c � L � � N L v � O � � o z I/2 DIAMETER 0� PIPE uR �����A��,�C P,GGi��EGATE o� ocn �; , - ,,-,�- , EAkTH �I�� C:OVER�D B�r ��� ��� � 1�- ' W H I�7 ���/�R I� I� � A T� R -� F� � D� EE I� �� I� R� 0� A P� � U I�l� I� C�� I� DH��o H��C� �. \ t / � _� �z�z� STREAM BANK oo�zz o ���� � � =�z�r" SPECIAL STILLING BASIN ���o� _ _ z H��� �_~ z W —I I I—I I I—I I I—I I I—I I I'' "=�z EXISTING TERRAIN �oo�� —���— � �� III—III—III �illlii����- ���- —� I 1=�, =1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=_ I 1=1 I 1=1 I I I � D� D T z�� �'-I I I, ;, I I I=I I I,_, � I I I � I I I=I I I= � =I I I=I I I i: I'' o � , w� , — I I_ I I I— I I I— I I I— I I 1- z ,- o �i � TE� ��,� � i�_; � -� � �-1 I I-1 I I ._.. .. ., .. 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Ea��Ti� ���� �:ovE�E� ��� r � . .... . .. .. . � / ���cE �N�u�AR R�cE� �, z , , o z ELEVATION �� . : �.: .: � . . . m� 15.o to 20.0 ,� � . �� , � „ C� H c� Q ;� � `- � � , "- / N � z pp � ,�' ;%;�' �; M% ��,-t�- �-� � , n � � ����N=�-��� � ��=='-�-�'���,��� ����-�� =���-�,�%. � o���, � a c� o�° o° � �����`�; �^C� ������' �,��-� � �-> o o �� � o � o� z �� o o c� o o � �i ��' � c� c� O o � � p N , o `� ��-- � � '� � , �� o � � �°� o o c� � � �, o � � O � � C�� �ARS� ��;� �REi�,�TE �J o o c� o � G> o _ o 0 0 � � 8" OF SEDIMENT CONTROL STONE � J �' —\ _ ° oG a �� � � lo � � �� C' �J � � � -' � � r h.I y r, ,� , �° � � �; I�' o 0 o J O� O � o r Q 1—I �; � �� �' � o O o C � �� � � �, � ' . � � � � �,, � � � J I � � � ° � � � '..' � z y (` " O � o O o �`' ��� `�� � n� r1 �� ���= �� � L� �� o U`; o� �° � °�J J r � FILTRATION GEOTEXTILE z�o NOTES H ��� � o o �-� � �I o >,�� O I I ��� �� �,, _ � �I �� O� � ��� � D � —� �' o O � � � �' �� —i `" c I � ,_, J O � � �� - � o 0 � � Q �0�� o c� �� r� �- ° � ��Ilr�,_, � �O� �° �� o � � �� �, � z USE N0. 5 OR N0. 57 STONE FOR SEDIMENT �n �"� ^ � � � H V � �-� n o � � O� ��, � °� �`� C� �U `�� o I I, ; ���, U;, O° I �i `�' ��C� a o U� L> � „ CONTROL STONE . � W � ° ° `� � '� �� " � h.� p C� 0- O° p� o � o O� ° O o� � o�' � � � � � �O � �� °o n � o o O ��o `� C� �° C �' �, � o z� PROVIDE STABIL2ZED OUTLET TO STREAM BANK. w y � O a ° �� � o o� ��- O��, �� �, �° o � WOOD PALLETS MAY BE USED IN LIEU OF STONE I� �'c���\ `���-��' ��;� � � c� �, O o O � o I ����� � `��; f ��-��� �—�� ��C'���'� �� � ��—�, �-����.- ,- F��'` �-���-' AND GEOTEXTILE AS DIRECTED. A SUFFICIENT NUMBER ��-�_ ��� `� `�'�;� `���`,�I���� `� �� OF PALLETS MUST BE PROVIDED TO ELEVATE THE ENTIRE `�' ' '�� `-�' � �-;� SPECIAL STILLTNG BASIN ABOVE NATURAL GROUND. 2`=>' M1NIM��M .. �. .... : _�5' MIf�JIMI_IM —_ � . � ... �.:�� �i .:��.� . ,. � SHEET 1 OF 1 SHEET 1 OF 1 `"� ';� ' � 1630. 06 NOT To SCALE 1630. 06 �. �, z..�:..�..:. .::'..:.� � . ��� � . . T��� ��r BAP�JI% � ... ::,.� Q .:::.:...:: ...:.��������:� TCj�� ��� CAI`JI�� � � ;.�oRTH �_�q,,_ _ � . � . . : '. �.. �? ? � � � /'� �� 'l<\ � i� �% �"� ti ( � � ���\ o ❑o \ � � / � �� ; ,� � P�AN VIEW �, V ,;�i Ma�NrENaNc�a � - � � �.��, �_ � , ��, �� � ,�� � , � lnspect i nlet pi pe ond bog f or d amoge and b/ockagea Rep/ace bag when 3/4 f ul l of sed i ment, Provi de a suf f i ci enf quanfi fiy of bogs ��,��� ,� ���i� DETAIL No. to contai n si /t f rom pumped ef f/uent d uri nq constructl one ���� �_ � STANDARD TEMPORARY STREAM CRO S SING 0�4 0 0 0.�I �I EFFECTNE: 12/10/09 �=�����Er �� ��� � � � I '�f ,, � INSTALLATION NOTES: 5' MAXIMUM I E�AP��� HEIGHT o 00 � i��F�N To "�o�Ti-i cn��nu�vA c,ivis�oN oF � / � �. " � 0 p p �OREST R�SOURCES" LITERATURE, ��J � p � �I ��� a INSTALLATION MAINTEI'VANCE t_UIDELINE�, � I�� ����� � ������I ���� �i � �' ���11�� � � ° � � ��. 0 � 0'a "NORTH CAR01_INA FURESTRY BNIF — � � � � � "�ii�iihll'I�I 1 I I'� �/ ' �� �I� I�I�� � � -� �� � !� � � � � MANUAL—�QOG�. � � �_� � IIIIII '� � I ' � � �,�/ � � � � � � / � � �. USC A BULLDOZER, IINUCKLEBOON1 L(�ADER, '� _� � � � ' ` � � �� � I �'� _ ��� `�i � i �� � , A �/ � � OR _;I:IDDER TQ II`dSTALL & REMOVE L�RAGLINE _ � � i�� � � �� ANCHOR BFIL�GEMAT TO � � � o - �`�,, � ������ i i� " � IV � � � � � � , � II � -�/� �� A T��E, OR OTI-ILI� MATS. \ � c� �'„ �� � � � � i� ����� i �i SUF?FA�,E ��OW , ��� � PERMANEI�IT ���BJECT �. KtEP HtAVY EI�UIPMtN I OUT C_1F 51�EAM. �;_ � // ✓�� /� y,��,� � � II nn„" ``�' "` ' �i ii iii I��i ii �11V��`���_���1 \� ���i'�, �� WI IH SI�FFICIENT �. INSTALL WATEP DIVEBSION DEVICE'�, (WATEP. �II � `J� �, � ���� �oo �-� � o o c, ,� � � �� � � �� G� /`� � � �� STRENGTH, USING �TEEL EARS, TURfVOUT�, L�ROAD-�AS�D LIPS, ETC.j ° � ����� i CHAIN �R CAf3LE ON E�C�TH 51DES ��F THF MflTS o � � .. � � � ����0�, C�o � � . - � � � �� f i � � - , -�' � �� �`i3,����,, � � � ��� � � �` ��� � � ���` � 5. �TAEILI7F EXPOSED MINERAL �UIL WITH TREE IiM� . t - _ � ��� � ��I�� %1� � � / 00° �� �`�i 1� =' o "c� � �� �� � � � ��N -�_ TOPS �R BRU��I DURII�I(� MAT IN5IALLATION, �. ,�1� � ����° �, c �� o ' �' � � - � ' o � �� � � ��� / \t ��,� j �� Q.li � ^FTEP. MAT PEMOVAL. o � , � �� , � � ���I� � o � ��( �� AI�ID SEEDING MUI GH h o � � � pi ���I ����� ���� i o` o �� A� ����8� �� / � � ��Q �� �L��� �� C. 1N� I A�LL MA I � 10 CRFATF A MIPJIMUM TEI�I ► � �/ , I o o �� �� � v FzS�- � FC�C� I 2P,ID��E WfU I H. �I ��� � � ���� � � �� _ �� \ � � , n o �' ��� / ti �ao. � �I`I• �� � � � �A �"� � I �- � 1���� / o�'a ��� ����y=�-�.�- MAINTENANCE NOTES: 'p'� 1I � � � '� �y ���� �� �,�°� � � �� � ��� � � � � I � �-�� � � �� � � � W �����l�l' � % � 1. I�:EEP MA I S' SURFACE FREF OF MINEPAI SQIL � ��� /� � ='�� � � � AI�D DEBRIS THAT GOULD EN i�� �TREAi�. �����'� � � ; �� I � � � � ��� �' /� I�I�V � 2 rtR10DICALLY CHEC4< MAT HA'r�DWARt; 1�� y - ``�� PERSPECTIVE VIEW REr�cH-rEN Nurs � �A��E c�AMf�s As � ' �� � ��' STC�I�IE AP�PRC�ACH SECTIUN _ _ _ ;� /� 5"I MAXIMUM SI_OPE GN PC�AD �iECE��Ar�Y �� M�iNrAii�i BRir��E ��r�EricTH J ,' A�ii� ir�T��,RiT�r. � 3. IMMEDIATELY �EMOVE Af�JI' DEBRIS WHICH q' ST��I�IE C��/ER ENTERS THE �TRE�M AT TI-IE CRO�SIr�1G' :�-' � F I � I ER CI Ci I I-I LOC,�TION. 1/? SUPPURTED 1%4 SUPPORTED REMOVAL NOTES: SJ@FAC��� FLOW � � SUBF�C�E FL4W 1_ CLEAf�I �JFF B�IDGE SURFACE. DIVERSION BBIDGEMAT DIVEf?SIOf�I '. REMOVE MATS BY U51NG MAT CALLE LOOP •'� � �III-III • • • • • III��I� Illf��l-���p� OR SI�IDDEP, GRAFPLE. ��II- _ _ __ _ -11f-111=111=iiCL�ff1-ill-i�iii� � I ERMANFNILY STABI�_IZE DISIURBFD �u=iio-ui�iriirn�-ii�ui�Tr iriT�m=iirui�Ti=iie=iii=ii�Ti�� iii��ru _ii�iii�i� ' 31 �n.,l I FI I I�I I I—I I i� I I—I I 1=1 I I=11_1 � I I=1 I I=1I I� I I I I 1=1 I I I I I I I I—I I 1=1I It -11=111=�1=1�=1ii—m "��'' �=IIJ�j 111=J�1 11=' P01� I ION� OF �TFEAM BANK AND APPROAc�H i;�or�r�. 'T�II—IILIII—�—II �,, — III—J_ ROADS WITH PFREfJNIAL G'RA55ES �MULCH (C)R r -,l_���,�CE F�OW , , �-���;;. -��4 -�Ti��Tr�I���i i ,ii� i_ m=���_ , `�UR�ACr F�C1\N (^)1-'I(-,If`.IAL '_TF'�HMB/-��`,II`.� ����i'a��� � „� ` � � / r%��,ti:�-�� ��I�II =,Th'��I�I�Ai�ll WFTLAND MIX WHEN AF'PLICA3LE). �IVER`�Ir_�P'I � r , � „9'� � � , �� a „ � � � I��IVER�I f J �_ �\ �l �rREAM 4-. LEaVE APPROPR�nrE w-nrER D�vER_,�oN �_ � i- � �� ���� � � I I.� � � � -�i _ ' ; ' �II—I — IT�_j III� ��\\ (�„ �� - �TRUCTJREs Ir,l � LaG� orJ noll��l ��,I��L� o� —' I�� �-1 I 1-1 I 1=1 I 1=1 —�,,. �_� I 1-1 I 1=1 I 1=1 I 1=1 I 1=1 � i—� � �—� i �—I I I- � S T R E A M. � i I—I i i=� �� I�=1 I I—I I I—I I I—I I 1=1 I 1=1 I 1=1 I r � .,-i I 1�=1 I 1=1 I 1=1 I 1=1 I 1=1 I I-1 I I-1 I I-1 I�'' " .� 1 R 7 �ii=iir—i n=iir—iii- �� �-� � �-� � �-iii-iii=iiri �_ � a � ,., � S I D E VI E W � � �_,T i_� � �—� � �_ � •�- i n_ i T i- i i i= i i� � . � �=iTi—iTi—i i i—i i i-iTi-i � � o , � � �_iTi_iii_iTi_i�.-i i �- � �' i I-1 I I-, � �� � ° � I I I-1 I 1=1 I 1-� .•��-� i i- �/,� ���_���_, �T��nM �i��i,�N��i�� ��i;�_iir�- � � �� 1I '";, DETAILNo. � � �-w-��-�����r��u��i�ti-l�o .i—���=1 / � ��� �° °/°° ,.� ,-���— STANDARD TEMPORARY STREAM CROS SING OPTION 0� c�� u 0�I I , �,���� � ���: ; � � .� � � P �\ti9\ ;/�%� �� �° �� � � i or�E � EFFECTIVE: 12/10/09 �NEET 5 �F � �� , � � r=l�_TEP C� OTH � ,,✓ j��� ' � 16-SP-077 18� \ o �� r ���� HTE #: N/A �� \�� APPROVED BY THE TOWN OF CARY � DETAIL NO. DEVELOPMENT REVIEW COMMITTEE � �� .� ,: % i \'�� \��'`� ��� STANDARD TEMPORARY STREAM CROSSING OPTION 0=�-O O u I 1 PLANNER: DATE: EFFECTIVE: 12/10/09 `;���r T ��' �� `� PREr�F�REo �r� THF �FFicE oF. ���nn��q ��������� � q R��� ��� P� Cl J E C T y . �L �.� ■ �,. �° o F Fs's' i o��-� ,, W HITE OAK CREEK GREENWAY EROSION CONTROL � SEAL �� = ���eN�an PE�����N:� oArEe �RAWN �YD ���E�K�o �,: DETAI LS =; oz4436 = �`10T T0 s��A��E MACARTHUR TO DAVIS DRIVE -�i-�is docurriert, 1-ogether with Phe corcepts ai��d desiqns pr�sented I��,�reiri, as ��-� fnstri_imer�t of sei-vice, i�: �,� : ' � li �tei-�ded or�l_v for tl^�e specifPc purpose arid clierit fvr which lt w �� pr�pare 1 R�u.=, o-F and improper _ _ �i�'�•�F'�'G I NE``��.�• ��' reliance on this docum�nt without written autl-iori�ation ar� J,�lo_� � ioi�� b; I<iiiilc ✓-Ho��i i and Assnc_iate�, Inc� , " " � _ - - I ... �T �}` I F/��i �` � �EVII_�L ; I RCI-T9 �UI �� �;1�11=) ��q��l�_H9 ���ll_, � (��1� ��i �P��� • .•• 0���� sf �all/L �I t tKiml ty IIH�brn al �u phimr!� iat-=r_r� l and-A -7 c,cic�tes, lnce � H��� � � l`� I�7 � �_> 7(-���I (-1 r Q iC. ;', �.) I`� ) 4� i�-� l_l ��) PE NO, F-O I Oi ,,�� �III 11�►►0,,,� ���� ��uM�J-Fe C-56�qIB �H��r �dun�eE�e � �y � ��,��,�-r- � _ _v �� �� o, � � � � i U a� i m O � � v � � N c 0 � � � 0 � �, 0 � a� � � � a� i v � O a� � �c � � � O � � O 0 0 � � Q � �c STAPLES STRAW BALE BINDER WIRE (2 PER BALE) - 10 mil PLASTIC LINING , \ � �- NATIVE MATERIAL j � (OPTIONAL) - i- SECTION B-B NOT TO SCALE WOOD OR METAL STAKES (2 PER BALE) 10 mil PLASTIC LINING � m <_ � � z � n � Z n � m � m D � _ O C � PLYWOOD 48"X24" BLACK LETTERS PAINTED WHITE � — 6" HEIGHT � � CONCRE E� � � LAG SCREWS � WASHOUT �� �' � i 36" I WOOD POST � 3.5"X3.5"X8' -1 I I L I I I I–I I I 1=1I I I- I I 1=1 i' 3� CONCRETE WASHOUT SIGN DETAIL (OR EQUIVALENT) � � �„ " 1.12" DIA � STEEL WIRE STAPLE - � STRAW BALE DETAIL PLAN (TYP) NOT TO SCALE TYPE "ABOVE GRADE" WITH STRAW BALES NOTES 1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD. 2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT FACILITY. 3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE OF THE WORK AND DISPOSED OF OR RECYCLED. 4. HOLES, DEPRESS�ONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND STABILIZED TO PREVENT EROSION. MAINTENANCE THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES 75% OF THE STRUCTURES CAPACITY TO PROVIDE ADEQUATE HOLDING CAPACITY WITH A MINIMUM OF 12 INCHES OF FREEBOARD. INSTALLATION DETAIL EXPANSIOf'�J �ESTRA ("1;�4" f�1Y�01�1 ROPE, -" F�AT W/��HEP� DUMP ���T� AF' 1" RE�AR FOR BAG P��M��A� F�RM IN�E� n� ���r� �_;TKAP� BAG DETAIL *FOR CATCH BASINS ADD SEDIMENT TUBE. SEE DETAIL ON SHEET EC-10 EFFECTIVE: 12/10/09 DETAIL MODIFIED BY KIMLEY-HORN SEDIME LATH AND FLAGGING ON 3 SIC�" SANDBAG � 10 mil PLASTIC LINING -\ 11-1111-1' SECTION A-A �' NOT TO SCALE � �_ \ =I I I I-I I I I I I I� - BERM �l WIl�r9�i�l�l�lL\II\1 . - 10 mil PLASTIC LINING / i. WOOD FRAME SECURELY FASTENED AROUND �! SECTION B-B ENTIRE PERIMETER NOT TO SCALE WITH TWO STAKES VARIE� 10 mil PLASTIC LININ� �10' MIN�MUM ► SANDBAG PLAN NOT TO SCALE =RM i r rE "BELOW GRADE" m�.i�i.rZ�t��a TWO-STACKED 2X12 ROUGH WOODFRAME STAKE (TYP) �BOVE GROUND" WITH WOOD PLANKS STANDARD INLET SEDIMENT CONTROL DEVICE O REVe Nce: P,EVISIONc DATEe DRAWN 6Ye CHECkF_D �;1: N - �- -- - � P�� �� - - � I his d��cuiri-_r r, I ogether with I he con�epts ai��d d_si �1ns pr�sented h, r-�in r�s �� � instrumer�t ot se� vice, i�- Cr li �t�i �ded or�l_v for tl��e specifPc purp���se arid clierit fvr which lt w�� pr�par��1 R�u.=�, u-� and improper � rel'iance on this document without writtzn authorizat�ion an� adop �'ion t�; K.�iml�_�-Hori i und Ass���-ic�tes, Inc� Op sf��oll t�e without fiability tu Kim!��,� H�r n and A"suciat�s, Ince C�,��yr-lght Kimley-Horn and P��=�,�iat-=�q Inc�o, -0 R �� C�l_1M� �TRAP / DETAIL No. ����� �� � sHEFT �i oF �i PREr�F�RED IfJ THF OFFh"E OF� ■ � �}�' I FQ�I i` � �E�II_�� ; I R��- T9 �UI �� �;1�11=) -��q��li_,H9 ���1�, �(�,IJ I 1='HONF_� (`� I�? �=>7 �-200�� FA;<; (�) 19) 4� ��-2050 �E No,F-oio; �� j,�. � r; �EPIC�L' 1-'i_�r W�:^)OD �J�'�TI�E/�,M �NJ C�F `�TURM DRAIN �� i: i�"'� -{�\• � , ..:�`�� \ / �<�-' ���:\ ���I �? �� � -� _� — —� 7 -, �� — _ � �- l07 � — � — — � � —�I BIJRY BGTT�M � / OF I��YWOOD ' ��TE�� � ���,�� �,-,��T (T'r PIC-A� Wf��JHE� �_�,T�_���F ; �, � �- i �; (�.� `�� `� �' � �' E I �', HARDW,��:� C�OTH EFFECTIVE: 12/10/09 2" TO 3" � COARSE AGGREGATE (6" MIN DEPTH) UP�TREAM END 0� ST�F;M CP,AIP�I —� � �I 11�-1 � : � � a. , � � �_� � �_ � � � �I � �-� v a... a. . o. . � Q�� I-I I I ' . o . . � . � ° a ���— � � � . • ; �-I I I: a.• ao ' •� . �I I I— . . � .°. . ° . ° L-��� �� . .O a . . a° �III- � " PLYWOOD INLET PROTECTION � RAILING (s" M�N) � OVER�I C?W �I % > PI�'E � DIAMETE� ��;'4" � ;x: I ERIC?F; P�'Y WOOC:� i��oTE: ALL PARTIAI �Y C�?MP�ETED STQRM DRAIN��, Ur T� ��4" PIPE SIZE, SHA�L BE PR �TECTE� HT THE END UF EACH DA`r' IN AC��ORDAf'�ICE WI I H THE��,E DETAII_S. ���PSTREAM ���� 1 C�F �1T�Ji� ���',����� , J STONE FILTER INLET PROTECTION �)U���� ��JW STANDARD PIPE INLET PROTECTION (PLYWOOD & STONE) �'o �s �� G�., �o �s � ��, � ��� -v,2 c��, MAT OVERLAP PER – MANUFACTURE SPECIFICATION •„ : ► EROSION CONTROL DETAILS �F� c Q��'o�'yo Mu� MAT �F�� �,o � c�o��'�s- �,�Gc'� 0 RAILING ��'n �` � 6„ M � N �� �s'�,s-s'�c,lF 1 �3 PIPE �)I ��IETER �Aj�iEl_) �,T���F FI� � E� A�� ROS� PIPE IP��I�� I HAFL WARF (� �_ (_) T H DETAIL No. 040001� �-��E� T � o� �i NoTEs: 1. MUD MAT(S) SHOULD BE LOCATED TO PROVIDE FOR UTILIZATION BY ALL CONSTRUCTION VEHICLES. 2. MAINTENANCE: MUST BE MAINTAINED IN A CONDITION WHICH �yILL PREVENT TRACKING OR DIRECT FLO�N OF MUD INTO VVETLAND. 3. MUD MAT(S) SHALL BE UTILIZED IN �yETLAND AREAS TO LIMIT IMPACTS FOR BRIDGE AND BOARD�VALK CONSTRUCTION. FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE MUST BE PROVIDED BY THE CONTRACTOR. 4. NUMBER AND LOCATION OF MUD MATS TO MWIMIZE IMPACTS OR DETERMINED BY THE ENGINEER. 5. CONTRACTOR MAY SUBMIT ALTERNATE MUD MAT FOR APPROVAL. 6. CONSTRUCTION ENTRANCE APPROACHES TO MUD MAT SHALL BE INCIDENTAL TO THE MUD MAT PAY ITEM. �'o �s�, �G c��, % �`�.' �F � ��� ��c� F �� �� �' �o �,� � � ��G� � $ o 0 o O ��, J��c. o � JG,`�pG O�- �� ��� Go��Go� o� ��� MUD MAT DETAIL �� Q� �� �J � DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PLANNER: ,�� ����' C A R p���i� � �/ �i :�,,, �o � �� � S S./�'�' 'L9,,��' : :' �� 9�': : - SEAL � � - � 024436 � - � - _ : : : : ,� : : � ��:`°-� �' :�'�'G I NE`��' � �, �.. �� �' � ... '' ����� i�� ,���iuui�► ���,� NOT TO SCA.LE PROJ�CT, JUC. NIJMB�R„ 16-SP-077 HTE #: N/A APPROVED BY THE TOWN OF CARY DEVELOPMENT REVIEW COMMITTEE DATE: WHITE OAK CREEK GREENWAY MACARTHUR TO DAVIS DRIVE C-56041B SHEET �dUMBER„ FC-9 �� �� SKIMMER BASIN WITH BAFFLES DETAIL 2�- X 2�- (nominal) WOODEN STAKE �� STEEL POSTS (OUAHTITY VARJ SKIMMER fSIZE VARJ 1�� TU� P I M O� D I I C H � M I I��� I M�_I M SOIL STABILIZATION � -��� � ��������� GEOTEXTILE 1_2 /�� �_I I-1 I 1=I I I—I I I—I I I—I i�— � � � � ��� =r11=— f fI=1 T���� PLASTIC SLOPE DRAIN „� ��T�� �� I��UT ����� � I�� ��I_��F'E �, / .,-,�III-III=III-II' PIPE c12 INJ 9' ( I.) '12-24 Ji —� � 1=1 I I_ i�'—' ,—�- I. \ ^ i-� �\ J 1 I I-- f(I� � I I�.��I ���— % � ������� rd�+" iY � 6' f�INJ -�1 I 1=I I � I �.s� � �� -r�l—I � �_� � �- ( M A X I M_ M) =a �w �1-1 I 1-1 I I- #10 STEEL -III-III-' � �--- REINFORCEMENT BAR ��(f=I I I—I I I—� �• COIR FIBER MAT �i�=1 I 1=1 I'' �� TE: 1E►�oRARY oR CROSS SECTION A—A �TA�i�iz� ��ivER�io��i �iTCH wiTH TEMPOP���� PER ANEN1 DITCH Y�I�IN.� 5011�u�ziiii�10� r� ''""�"' DIAMETER BEND ��EEDIN�� Af�1D -C�'OSION CONTR�UL NETTING. � 4' ( INJ �I STONE PAD ��ALSPOSE� r � � R $TAPLE 4 PRI�IARY SPILLj�AY EARTH DIKE 6�I L=3 cMINNi 3/4L COIR FIBER MAT 24�� � 1/2L SOIL STABILIZATION O � ` _ ��q� I• GEOTE%TILE �—�' - ,� ,.,���,, �H��aP UP'�1 OPF_ TUE �� POSIIIVE G�'ADE I.O;�o MAXIMI�IM , M N. � 3, �� �u�H.� ' ;. t.5:t � z � ��.<M�N.� � U,NCLASSIFIED EARTH `'� ��� � � 1�� (IlOm11111) � � � � �, MATERIAL STAPLE yARIABLE NATURAL GROUND . 1" CO R FIBER AFFLE � RI I '� (SEE ROAD�AY STD. Dy�G. N0, 1640.01) cou��QNc NCLAS$IFIED EARTH � ATERIAL ,� �� � � DE SI_C)P�_ � � � PLACE�S A�pNT ROUND BARREL PIPE - ' / � STEEL POSTS �yITH MI�IMUM ►�IDTH OF 6 IN. _ 12" 1 (MAXIMUM) I ���' �IM (�)� �ITCH ?' MIN. NOTES CLASS B STONE PAD (4' x 4' x 1' MINJ � � � 1 SEED AND PLACE MATTING FOR EROSION CONTROL ON INTERIOR AND EXTERIOR SIDESLOPES. � � ��� � 2. LIMIT EARTH DIKE HEIGHT TO 5 FT � \ � 4. DETERMINE PRIMAR��SPILLWAY�WEIR�LENGMHB(FT�)WUSINGSQA�LL$BEWHERE�Q IS FLOW RATE (CFS) INTO BASIN. COIR FIBER MAT � � 5. PLASTIC SLOPE DRAIN PIPE AT INLET OF BASIN MAY BE REPLACED BY FILTRATION GEOTEXTILE OR TARP AS DIRECTED. ANCHOR OPTIONS 6. SOIL STABILIZATION GEOTEXTILE FOR PRIMARY SPILLWAY SHALL BE ONE CONTINUOUS PIECE OF MATERIAL OR OVERLAPPED 18 IN. (MIN. ). �1�EEF' CU1 0� � II_I_ SLOPE MAINTENANCE Inspect skimmer sediment basins at least weekly and afiter each signifiicant (one-halfi inch or greater) rainfiall event and repair immediately . Remove sediment and restore the basin to its original dimensions when sediment accumulates to one-halfi the height of the first bafifle. Pull the skimmer to one side so that the sediment underneath it can be excavated. Excavate the sediment from the entire basin, not just around the skimmer or the first cell. Make sure vegetation growing in the bottom of the basin does not hold down the skimmer. �,����4,: �� F� . � Ru �� Repair the baffi].es if they are damaged. Re-anchor the bafifles ifi water is filowing underneath or around them. ����;;� If the skimmer is clogged with trash and there is water in the basin, usually jerking on the rope will make the skimmer bob up and down and dislodge �%��� 1��� A the debris and restore fi low. Ifi this does not work pull the skimmer over to the side of the basin and remove the debris. Also check the orifice inside the i� �-�� P L A N VIE W skimmer to see if it is clogged; ifi so remove the debris. � �`'�L�'�' �� If the skimmer arm or barrel pipe is clogged, the orifi ice can be removed and the obstruction cleared with a plumber's snake or by fi lushing it with water. (���? � Be sure and replace the orifiice before repositioning the skimmer. '�i�� �\;�.� Check the fiabric lined spillway fi or damage and make any required repairs with fiabric that spans the full width ofi the spillway. Check the embankment, ��`�� �-1�� %� DETAIL NO. spillways, and outlet fior erosion damage, and inspect the embankment for piping and settlement. Make all necessary repairs immediately. Remove all trash �.,�_��J��;/ and other debris from the skimmer and pool areas. � Freezing weather can result in ice fiorming in the basin. Some special precautions should be taken in the winter to prevent the skimmer firom plugging with ice. ��� STANDARD TEMPORARY DIVERSION DITCH 1����� (�j�J� EFFECTIVE: 12 10 09 ���E� T��� �� ., � � � , n � r��"•' ., I� f� C; ���io�� �� 1� � ��/i� I"��I� I.-�A� ��IAUI�� , �`-,�.< � �; ���`' ` �"�`'� ., ,�c�� �/i r����y�, i �\%i o �/ �\/i r �P�.��y ��,��, �\ � i rl� �i�� � �iy�, � \� i r �I� / rl-% �i �/ i C // r`� " �� 1 �`.,���^�`��.�`.,�`� �' r�"`� � � ,�� ' i,s ., 1 �i,� ` `.,yt, i; i �i� \�i� �i /ic l" /i� I�t ",�' n � \/ir n`ii � 11 r L C n .y�A•,1 ���� n � ��`'���i� �����./ y/ ki r�� �i �( lT �o �� L � E��M� � � � �.��� � � � ����E� T � F / 1 � ���� � � � �L � /��� A�" ��'%/'J �r�,��`'%/'% � %f�i�c'i�. J n / J A � ' ' ' � ^ � , � / . r� �!1, 1��1���n • ����' y,��,,�1 ""�'1����� L � E� �� ��1 �J�� � � � El������ //�/ � �j /�( /�i ��� � 1,. � �n�_`. l�l�I ��11_, l�l� �1�, n `.. / � '��.� "_�, �\ / i r � �� / i`Y-' �,�iiy�, n/ i o � � n , � X� `�i� � `�i� �1 / i r i "� ��y,��,�( / `.i�,�t�� j1/.r �` ir ��iy,��,1�� �1/i�`l�" ----- � �% � I��''�-ii�•'�!(, �\ � i / �A / i r� " �P����,/ �"'� :� e C� I r�� F' ��� � T U�J P. j . �� � .,�. ��--�,� n � , � ��„�. ,-� %� �� l�T FENCE �., �r� ���, � .,�.� n�, � ��<� ;� /�� �^� Materials ��/i� �L���� �iiy�, � � ��� �� �Vi/ , 1 � �� '� ��� IV��U��� ii , 1/ i r � i� i ri < �� ��P� . �� �, �� -, -, �,. n�., , ,� ,� �.,�. n,,� �— ���� ���imei��1_ ti_ib��� thcit �xl�uk�it t�i� fc�llowin�7 �,���;�ri1� PIF�E �,� �`.,�. `.,yt, ��,� �.,y�,1 . �i,'/t1 ���iJ �/i rY�'���i�� �/i o'�"� � c ,��7. �„ ,�, ,, n,, � „, , Pr���l�a�.e�� hy� a M��nufc��turer ex��r���nce��l in �ed�ment tubr rr�c�nufc��.tur��n�_�. — — — — — � ,�c, �,,�'`'�,�., ��''��., 1 ,�,���`'.� � �� ���• � �, ��`•' „�'j,�� � C�mpc�secl c�f cor��pactecl c��ot�extiles, curled excelsior wood, natur�al cuco���ut � � � �� / i P� �� � ii � ��i P7� ii � �% ��'�� � � � � . ., • �r� �, ���;����� �;��'`'���,�,��'�'�;��� � � � y r� flexihle � ., , , � „ ,, . , fibers �n c��r�dwn��d mulch �r a rni� of th�,�e i��r�c�tericils encloser� h �ii �/io ii ����'o /i� n/ij /ir G G i 1 � ' c c, c ��.��„�,,, ��';��,�„�,,,,� , n��,,���'�,����, �) I_ = THE ��P���GTH C�� THE R«-�AP f1l-'I���P�� nettin� mater�al. Do nc�t us�� struw, strciw fiber, �traw b�ale�, ��n� i��Pedle� or � I�/ir �`ii � �\/it- �` i�r �i/�� /ir�� 1 �.��;�.1 n�,���`�,�.� ,��, �, ,,,;�r�`,�!;yt, , leaf mulcl� unc��r� �his sf��ecifiic��tir��. Utilize an r��iter netting th�t c��ns�sts �� 1\/. r � ii � / `'�" ' , n��;�'+`�`���� n�%��`' n:��"•`'.�!;�% �� ?) cl = 1 5 TIMES �HE MAXIM�Jfvl ��TOi�JE DIAMETER ���_iT P•JOT of s2arr�less, hic�h-cl�nsity polyethylenF ph�todegracic�ble r�r��teric�ls tr�ate��l , ,� �, �.���,�,� , n .,�.� � � r� � �;r-��'`.,�, �',; i�r-� ;��,���, � C����=� THA��� 6" ( inc�����) with ultraviolet �tabilizers or a seai�less, high-den�ity I����,I�y�thylene � , ,'��;�'`'� n�;;�' non-deqrar�labl� i�naterials. `���'�.. ��`' ,� ) I N A W E I_ � D E� I f��� E C� �� I-I A I�J N E L E X T E N D T H E A F�' U I�,l U P T I-I E � PLAN VIEW � cHAi�ii��E� ��i���Ks To aN E�EvaTio� oF �" ��r��f-�es) A�ovE �nsta��at�on: TI�L MA�IMIJP�I TAI�WATEI� DEPTI-I 0R TO TF-IE T0P ��� TF-IE BANI��, WHI��HE�ER IS �ES� Instc!II sedin�ent tubes lying flat on tl-�e g�oun��, with no �1aps betw�en the ,i �, ��� i unclei�lyin� sui�FacP �n�l tl��e sPclimer�t t�l�e. I_ 4) A� I�TER BLAI�JI�;ET C�R � I� i ER FABI=�IC �HC'�U�D BE �/�, ���� � ���� �/�, If�l`=�TA��ED BETWEEf�,I THE RIPRAP AND S01� �OUI�lDATIOf�J � Inspection and Mai�r-i�enanc�: � . . ° . ° CLITTEF' —�—�— ��^ Se�iment tub�s rnay b�e terr�porarily rnovecl durinq cunstr��ctior� as needed. � , �,:,� ;��,,� PIPE ��` ��'%���"�`'`��''�^ I I F�e��lacE s�ediment t�ibes damaged �durinc� ii�stallation as directed by the '� , 1� / , r � �, � �, � ��'`'.���,�`��;�'�"`' ��r,;�.�., �� — Ir-�sl��e��tor ur M�inuruuctui�er's P����re��r�tative at th� contrcictc�r's ex,��i��se. , ►� � �' n r'��''' ,� � ;�.� ��, . . . ..—, — —o. � — — — — �;,�'..�;�,�;: .� ,� , , �r���..� �' �: .��m=— — —� — � wEic�HTF� �� �iM�NT � � ., � �— � �—� � =1 I 1=1 I 1-1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I'- r'•` n��; �` �. `.,�.� � � rr�"'� „� : I I I-1 I I-1 I I_ �_ � ,� , � , � i� � ,�; ��`'.� n'', �,� �; ��''` "' 1.I I I_I I1=1 I I=� � I�TER �,�C'l; lnll cT - I=1 I I,-1 I I-1 I I-1 I I-1 I I-1 I I-1 I �� „< ,; ��'•'� � , n ��.--�;�. ,, � T r� _R _F ' � I _I � I— � �,�c'�� � � '����i r ��iyt, � � / i r �� —� � �_� � � 1 T �T L ��T ��N �—I��-��� ���-� � `,P�fi� �/ir �� I��ir`y��i 1 \/i �'�..�,%%��1. ►�:���`'` n i r'��'''.��.' ��,%,,;1�`'.�;`�,�;. �I I II � � � I I- (`-EE C� l AlU �,�,`TH �� -i i i=1 I I�-1 I I�-1 I 1-1 I 1=� ��� I 1-1 I 1;=1 I I�=1 I I�=1 I 1-1 ��"- /�� �o<, -� � �_iii_ �� �,_ � �-� � �-� � �,I I I- ��;P:, --'��\:v� , �� �� � � ��_TE�. /�� ` ����� ��� � SECTION 'A-A' � A � �� � � � s-sP-o77 �,��, � \ �; i�\� "� � HTE #: N/A APPROVED BY THE TOWN OF CARY \,���� � � -� �� � " � DETAIL NO. DEVELOPMENT REVIEW COMMITTEE \�� PIPE OUTLET TO WELL-DEFINED CHANNEL DOCUMENT NOT CONSIDERED FINAL O� O�� O� � � UNLESS ALL SIGNATURES COMPLETED PLANNER: DATE: EFFECTIVE: 12/10/09 �=HE� T �� ��� � PREr�F�REo �r� THF �FFicE oF. ���nn��q ��������� � q R��� ��� P� Cl J E C T y . �L �.� ■ �,. �° o F Fs's' i o��-� ,, W HITE OAK CREEK GREENWAY EROSION CONTROL � SEAL �� = ���eN�an PE�����N:� oArEe �RAWN �YD ���E�K�o �,: DETAI LS =; oz4436 = �`10T T0 s��A��E MACARTHUR TO DAVIS DRIVE -�i-�is docurriert, 1-ogether with Phe corcepts ai��d desiqns pr�sented I��,�reiri, as ��-� fnstri_imer�t of sei-vice, i�: �,� : ' � li �tei-�ded or�l_v for tl^�e specifPc purpose arid clierit fvr which lt w �� pr�pare 1 R�u.=, o-F and improper _ _ �i�'�•�F'�'G I NE``��.�• ��' reliance on this docum�nt without written autl-iori�ation ar� J,�lo_� � ioi�� b; I<iiiilc ✓-Ho��i i and Assnc_iate�, Inc� , " \/ I " � _ - /� I - I ... Sf`i�IIL��2 WIthOUt �Ic7bl�lty tU hlllllF�y HOCf� C7I�d .A3:=��Clc�t�S,I�ICe r �� I�� l�l� ���VII—L� J I�,�I-�9..`��II���V �;("11.—) �\H��II-�I9 I\\f�, � r��1J ,,I����Cy����i�`I.Q���,, JiiG.NIJMPFRe. �HEET NUMBERe. -- - c���v��-��nr Kimi�y-H��rn and As��,..�at=�9 i�,�_og �o i7 PHC�I�IE� t`�] I�! �7 �-2�J�in r A�C�� �, J I J) � 17-20'�0 PE No, F-o iu� ��,��uii�i;�`� C-56041B f_i�- lu �� �� c o, � � � � � � � m � 0 � � v � � N C 0 � � C 0 � i 0 � C � � � � a� L v � O � � i � O � � � 0 � � � � O O � � J Q � �c NOT TO SCALE GENERAL NOTES (SEE �f'ECIAL PROVI'��IOi�dS) MULCH APPLY 2,000 LB/ACRE STRAy�. ANCHOR STRA�I�I BY TACKING, WITH BIODEGRADABLE NETTING, OR A MULCH ANCHORING TOOL. MAINTENANCE REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLO�NING EROSION OR OTHER DAMAGE PER SECTION 6.10 OF NCDENR EROSION AND SEDIMENT CONTROL DESIGN MANUAL. TABLE 1: PLANTING TABLE MIN. PLANT SPACING MAX%/MIN.% SCIENTIFIC NAME COMMOM NAME TYPE � COMPOSITION SP�CIES FEET NUMBER OF EACH ZONE ON PER PER ZONE CENTER2 1,000 SF3 zoNE � Cephalnnthus occiderunlis Buttonbu5h LS 40�15 Sali.� ni,;rn Black �illoyy LS 20�10 Sa[ixse�rcea Silky HIiIIO�N LS 40�15 4 2_3 440 Sambucirs cnnndensis Elderberry LS 20�10 Cor'izu�s amon2um Silky DOgVy00d LS 40�15 Pnpulus eleltoic(es Eostern COttonyyood LS 40�15 ZONE 2 Benr.la nigra River BirCh B 20�5 Gurnuscrrrio»tum Silky DoqWood B 20�5 Linde�u ben_ron SpiCebuSh B 20�5 Nvssn s_ti�h�atica BloCkgum Q 20�5 Plataiaus occider�tali.�� SyCamore B 20�5 Q�eercus��hellos �lilloyy Ook B 20�5 7 6.0 25 Hantunaelis ��i�'ginicf WitCh—hOZ@I B 20�5 Lir�ioclendron ta�lipifera Tulip POplor B 20�5 Quercus niXr� �Voter Ook B 20�5 Rlancindeizdrnri periclyn7enoides �l�lild AZeleO B 20�5 Acer- ri�brurrz Red MOple B 20�5 1. LS = LIVE STAKE, B= BARE ROOT SEEDLING 2. AVERAGE FEET ON CENTER SPACING 3. AVERAGE NUMBER PER 1,000 SQUARE FEET OF PLANTING ZONE REVe Nca; � P,EV151�7N.� � DATEe � DRAWN 6�Ye � LHECKE� B1': -Ihis d��curri?rt, 1-ogether with rhe con�epts ai��d desiqns pr�sented h�rPin r�s ��� instrumer�t of service, i�- li �t�i �ded or�l_v for tl^�e specifPc purp��se arid clierit fvr which lt w � pr�par� 1 R�u.=, u-� and improper rel'iance on this document without writtzn author'izat�ion an� adop �'ion t�; K.�iml�_�-Hori i und Ass���-ic�tes, Inc� sf��oll t�e without fiability tu Kim!��,� H�r n and A"suciat�s, Ince C�,��yr-lght Kimley-Horn and P��=�,�iat_�q Inc�o, -0 R (� U I I U A iv r c_ � DAMAC��E �ATE� 1-ACIfI BARI�: UI'�DA SIC�E R�M LOW SEA` WATEI T, � �.. � , �=, - � �I VE STAKE DRI VEN � AT RIGHT AN���E TO ;IJI?FACE '�I ��PE. -+� � r,� ��� — RUTT EI`,ID OTES: �;��il_!DID Si_�R� ACE 1. LIVE STAKES SHALL BE KEPT �yET PRIOR TO PLANTWG, AND SHALL NOT BE ALLOVVED TO DRY OUT. 2. CUT TOP OF LI�E STAKE LEVEL ACROSS, AND CUT BOTTOM AT AN ANGLE FOR SOIL PENETRATION 3. N/HEN USING COIR FIBER MATTING APPLY MULCH AND SEEDING APPLICATION BENEATH MAT. 4, CREATE STAKING HOLE BY DRIVING A METAIL ROD INTO THE BANK, REMOVE ROD, AND GENTLY HAMMER LIVE STAKE INTO HOLE. 5. AFTER DRIVING STAKE TO THE DESIRED DEPTH, CUT OFF THE UPPERMOST TI OF THE LIVE STAKE TO REMOVE DAMAGE FROM HAMMERING. 6. BARE ROOT AND LIVE STAKES SHOULD ONLY BE PLANTED �HEN THE TREES ARE DORMANT (NOVEMBER 15 TO MARCH 15), BUT GROUND IS ABOVE FREEZING. COIP. � I�E� MATTII�I�� - �EE DE I All_ SHEET EC ��JNGER STAKES SH�JULD E P�ACED HLGHER QN THE C� HELP WITH PENETRATION If WATEI� TAB�E. T,4BLE 2: WETLAND SEED IvIIX � SPECIES NANiE COMNiON NAN9E MIX PERCENTAGE2 Panicum r-i��idulum Redtop Panic Grass 60 Care.� lupulina Hop Sedge 10 Juncus effusus S o f t R u s h 10 Carex lurida Lurid (shalloW) Sedge 7 Scirpus cyperinus Nlool Grass 5 Sauruy-us cernuus Lizard's Tail 4 Carex squarrosa Squarrose Sedge 4 1. SIMILAR SEED MIX CAN BE USED �yITH ENGINEER'S APPROVAL. 2. APPLICATION RATE OF 20 LBS/AC PREr�F�RED IfJ THF OFFh"E OF� ■ � �}�' I FQ�I i` � �E�II_�� ; I R��- T9 �UI �� �;1�11=) -��q��li_,H9 ���1�, �(�,IJ I 1='HONF_� (`� I�? �=>7 �-200�� FA;<; (�) 19) 4� ��-2050 �E No,F-oio; EROSION CONTROL DETAILS 2�-3� UVE S i Nr�t i,u��riviHra i� ES I AC��ISHi�=D P�AG�I i� SI-1�=>�Wf�l FOR INF(-?RMATION ��h��LY TABLE 3: PERMANENT SEEDING FOR REFORESTATION �'2 A RIPARIAN SEED MIX AT THE RATE OF �/ LB PER 1,000 SQ FT OR 10 LBS PER ACRE SHALL BE USED FOR SEEDING. THE FOLLOWING TABLE LISTS HERBACEOUS, PERMANENT SEED MIXTURE LABELED "RIPARIAN SEED MIX"* SCIENTIFIC NAME COMMON NAME PER CENT COMPOSITION Agrostis alba Red Top 10 Elymus virginicus Virginia �lild Rye 15 Panicum virgatum SWitchgrass 15 Tripsicum dactyloides Gamma Grass 5 Polygonum pennsylvanicum Pennsylvania SmartWeed 5 Schizachyrium scoparium Little Bluestem 5 Juncus effusus Soft Rush 5 Bidens aristosa Tickseed 10 Coreopsis lanceolata Lance—leaved coreopsis 10 Panicim clandestinum Deer Tongue 10 Andropogon gerardii Big Bluestem 5 Sorgastrum nutans indiangrass 5 ,�� ����' C A R p���i� � �/ �i :�,,, �o � �� � S S./�'�' 'L9,,��' : :' �� 9�': : - SEAL � � - � 024436 � - � - _ : : : :�: : ; ��:`°-� �' F�'G I NE`��' � �c, �.. �� �' � ... '' ����� i�� ,���iuui�► ���,� 1: A SIMILAR MIXTURE CAN BE USED NIITH APPROVAL BY ENGINEER, 2: THIS SEEDING PLAN ALSO APPLIES 1NITHIN RIPARIAN BUFFER ZONES DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED NOT TO SCA.LE PROJ�CT, JUC. NIJMB�R„ PLANNER: 16-SP-077 HTE #: N/A APPROVED BY THE TOWN OF CARY DEVELOPMENT REVIEW COMMITTEE DATE: WHITE OAK CREEK GREENWAY MACARTHUR TO DAVIS DRIVE C-56041B SHEET �dUMBER„ E �- - I I 0 0 IL TABILIZA TI 1�l MMAR �' HEET U 1��IA TTl1�lG FOR ER OSI�1�l C01�TR 4L CONST L/ E FROI�i T 0 SIDE SHEET NOo N ST AT lON ST AT lON EST IMAT E (SY) EG- I -�- I0+�5 2I +00 �T I,500 EG - I - �- I 0+�5 2 I+ 00 �T 2, 350 EG-2 -�- 2I +00 3I +00 �T I 70 EG - 2 - �- 21 + 00 31 + 00 KT 350 5U T�TA� 4370 M � S�E��AN o�u� MATT � N� T� �� I N5T I•I•E� A5 A D � I I 0-N A � 8 7 4 O I�EGT ED Y THE ENI� I NEE� TH I� I N I.UDE� �UT I5 NO�T I,I ITEO T0� MATTINI� AI,I, 51, E5 AND A�EAS A� NO PIP� INI,ET/OUTI.ETS HAT A�E N�T GOV �� D�Y � I P�AP AND HEN EA5U�E5 T�T A � 524 4 A�E �EMO�V D 5AY 'S300 O REVe No.: REVISIONc DATE. DRAWN 8Yc CHECKED BYc NThis document, together with the concepts and designs presented herein, as an instrument of service, is C� intended only for the specific purpose and client for which it w�s prepared, Reuse of and improper reliance on this document without written authorization an� adoption by Kimley-Horn and Associates, Inc, 0\p shall be without liability to Kimley-Horn and Associates, Inc, Copyright Kimley-Horn and Associate=., Inc,, 20 17 PREPARED IN THE OFFICE OFe ■ � 42 I FAYETTEVIL�E STREET9 SUITE 600 — RA�EIGH9 PHONEa (J 19) �77-2000 FAXo (9 19) 677-2050 PE No NC 27�01 F-l� 102 CONST L� E FROM T� SIDE SHEET NOo N ST AT lON ST AT lON EST IMAT E �SY) SOIL STABILIZATION SUMMARY SHEET DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED NOT TO SCALE PROJECTo J08 NUMBERe PLANNER: 16—SP-077 HTE #: N/A APPROVED BY THE TOWN OF CARY DEVELOPMENT REVIEW COMMITTEE DATE: WHITE OAK CREEK GREENWAY MACARTHUR TO DAVIS DRIVE C-56041B SHEET NUM2ERe EC— 12