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Home My WebLink About20170507 Ver 1_WhiteOakCreek_FullSizePlans_20170426O O NOTE: SLOPES ON THIS PROJECT ARE PRIMARILY 2:1. CONTRACTOR SHALL PROVIDE SOIL STABILIZATION �NSTALL TE�PORARY STREAM CROSS/NG 24'-18" RCP-I� THOMAS J/ PITMAN & USING 90 FEET OF l@ 24" TEMPORARY P/PE �J _ \ JB / MH. TOC DETAIL KAREN L. PITMAN OR WOOD BRIDGEMAT N/F � �, f� s � DB 8967 PG 470 CROSS/NG W/DTH = APPROX /0� rMiNiM�zE� ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY � TOWNOFCARY �� . No. s000.o5 ��„� BM 1992, PG 1101 CROSS/NG LENGTH I=/ S,E/EI/DETA/L (M/N/M/ZEI DB 4925, PG 903 � �� DURHAM AND PIN 0743-56-9999 P/PE COVER = 12�� Mll�/M�/M NPDES GENERAL STORMWATER PERMIT. REFER TO BM 1999, PG 492 �� SOUTHERN BACKF/LL = EARTH MATER/AL PIN 0743-66-0161 �` \ � RAILWAY ADJUST INLET PROTECTION WHEN SURFACE STONE = COARSE AGGREGATE CROSS SECTIONS AND MATTING SUMMARY SHEET. � �� j� PROP STRUCTURE /S /NSTALLED BANK STAB/L/ZAT/ON = CLASS �e'R/PRAP � � � OUTLET PROTECTION = CLASS 'B' R/PRAP, n��✓, r,,� �- I � EST 7 TONS,EST l5 SY FF � 44'-18" RCP-I� \ SEE DETAIL lN PLAI�IS _�4��r �t� _��, �" , ,�� \I j \ \ � � �� TIE STANDARD BASE � \\ � 1� �i�� ,� DITCH TO EXISTING LEGEND \ � �\ � � ti � -- � ,� r� STANDARD BASE � � I \\\ �\_ \ � \ + DITCH �/ CLASS �B� RRTERRYH.BAREFOOT& \ 1 \ �/ � EST 70 TONS RR N/F LlM/TS OF DISTURBANCE - ' ' - ' ' - ' / `. \ �\ � � \y� EST 15O SY GFD VICTORIA F. BAREFOOT JUSTIN C/ABOOD & RICHARD W. EVANS & (LABELED ON PLANSI 1 �\ �/ � 1 � SEE DETAIL 2 DB 5584, PG 207 ASHLEY B. ABOOD INSTALL CHECK DAM I I �� BM 1992, PG 1101 PATRICIA HAYS EVANS CONSTRUCT/ON L/M/T C F J � '� � 0 \ � 1, \�, � , PIN 0743-66-0952 DB 5784, PG 531 T�C $T�.��0�.06 � � � � O � ; DB 12643, PG 498 f \, � J� �� \ � O � ��, 1, ' BM 1992, PG 1101 BM 1992, PG 1101 N/F PIN 0743-66-2933 TEMPORARY S/LT FENCE LATERAL �V� DITCH � \ '� PIN 0743-66-1951 LIANYONG CAO & �I � 0 COLLAR AND EXTEND fTOC STD. 04000.0/1 S E E D E T A I L I f` J 1 I �/ . �"';� \ �' `` �' � 2O�-I$° DIP N/F WEI WANG REMOVE EX/ST DRI�/EWAY, � I �\ 1 � r- � `� �� ` �'� PARKWAY COMMUNITY DB 5938, PG 105 TREE PROTECTION FENCE TPF /8" RCP,& R/P RAP CHANNEL � � � � \� � 0�' �\ �, �, '�� ASSOCIATION, INC. � BM 1992, PG 1101 (T�C $T�.��.25) � \ �� °� � � \� � � � DB 4694, PG 290 PIN 0743-66-3905 COORD/NATE W/lH TOWN TO M�NT�N I \� \ �� ( �� //ySTALL 39 x/9 x3 SK/MMER SED/ ENT TEM�'ORARY CONSTRUCTION OPEN�N� FOR SOCCER COMPLEX s �i s, , � 6� �� \\ �� BM 1990, PG 25 11 � BASIN (l.D. l.0 WITH 0.75" OR/FICE �� \ �� , oiQMErER ANa 4' WEIR PIN 0743-68-3180 EIyTRANCE lTOC STD. 04000.071 N/F I T 0 C D T A I L ' '� �, '°, J B y�/ M H T 0 C D E T A I L �JUST lIyLET PROTECT /ON /NST ALL S/LT FENCE PARK VILLAGE ��. OHOOO OZ 36�-I$° RCP-IV �� \' r' I r\ \ � �� WHEN PROP STRUCTURE TEMPORARY ROCK SILT CHECK DAM/ HOMEOWNERS �� 48'-15" R P-I� ..�PF� �___ ��i �; y i/ � �� N0. 08000.05 /S /NSTALLED ITYPI 3' FROM TOP OF , ASSOCIATION INC - �i -- "` � \ �+ \ I � � ``, O BANK ITYPJ TOW N OF CARY ST AIyDARD CHECK DA� � � \\\ �� (TOC ST0.04000.06) DB 7609, PG 188 9 ,, � 1 � 01, . �. �, - � ,a � q _ � . �\ \ �� \ . �. � 260•_36�� '�� '�1 ^ � 1 \ 418 � O BM 1997, PG 1186 q$'-�$" R�-�� '' S / o_ / - �>; \�� TAN�iARD �ASE DITCH - PIN 0743-57-1126 �� 1� �� N `�' �. 1 0" \ o, '` / C ASS 'B' RR . , / � WRAP SlL7� FENCE ^ p � BZ 2\ SPECIAL ST/LL/NG BASIN . i � , 1 \ \ \ \ \ \ \ � � �.�PF,/ , - �- � � � ` . \ \ I � �'q\ `� � �'� � � �0 ,.T O N S R R '� ,� �r' AROUND .jTOP OF BZ 2 r �' N � ` � ,, 111 `,. '� � �� 4?� � \\ �,� S T� 8�5 � �it_ 3� � � � PIPE AF ,., � -' � N fIyCDOT ST D /630.06J � \.. , 11 \ \ \ _ PF � �.� �- 'b � - ' . . �. J ( � � � � � 1 ,� �.�PF �5.� / �j � ��.,. _ , = , \\ � \� 1 -� `- - - �- - x� 3 �A` � - L�4�10�1_. �YPI - " = _- � _ B� � v � � �� i , � _ y�ATTLE CHECK �� ` � RE�OVE 12� �F. OF IS" R , � F� - � , ��` � ;.-, �- ; - � �-- � , :� � �, �� ; � � A �A\\ �( � - �� ,; o o ��;� er�=- �� _ ir�r ` � ` :�� -�-�-i�r- - -_�� ='��'-� (��1 fSEE DETA/L SHEETSI n , TIE' JB / F� TO EX 18" ��7 °�(P > / � ,� , o� � � 1 TOC`� DE AIL� �IO,. 080U0.0 'w ' r (' � ; ; � , , , , �� . � i' -- v�� , � �, , � � , � , , � ' � , , � _— /� = - - � ` � , �� '\� � ` �~ r 000° � � � n �1 f o � /' � I , , , � , . , I :� �, ' D�RI�� BASE DITCK � � � J -- , , ST OR� DRA/�l lIyLET PROT ECT lON oonnoo� \, �` 1 \ � ` � 5 ,, ' �F � ° � ,i �,,� - 4179 C � \ ; 0 , ' � >� �� '� 4 �� I t �\ \�` �� / �� C O N C R� T E L I N � �Q'- - = .>e � _ � �1 0 o i . � _ fTOC STD.04000J2 ,4�/D 04000.141 0�0 \ 1 ��, ' ; , , � - � , ! - - - -- - _ - ,, �I 0 o PARK VILLAGE P.U.D. � ° \ � a ,,, t, �, � / � �� / �� -� — '' _ : O , `, e � ' � ' \�;� �� tST � SY C�� CON � ' - - � _ - _ - _ — - 1�_ r � �a _ r��- Z 000000 � q,� �� r :_ -� � �, RET � , o � a,� 1� �, �' ��\ �� , EE '� � � - � �� - - - _1s _ - -_ - - - . �1� SPEC/AL SEDIMENT COIyTROL FEIyCE/ I`' \ 1 � � � ,EX�H! � � ' ,� � � - -� �' �� PHASE 5D � `� . � �� i, � \ . �, l � � -Te �� - ``1s � . ze��— �_ - " � � BM 1997, PG 1186 �� P � fZET�QIN� : ��; CI �' � � � � � £ � . � � � � �� V'`� \\��\ - - — - - - Ta � � , . � -�-- 1a �---_- � �� . - SILT FENCE OUTLET � � ' � S Y S �T E M . � i I , � oo. � � � � � �� A�``� — B ,- - " � �� e/� E EAM � - � - - _ �l �l ITOC STD.04000.23) �s, I � � �A \ �',,, , � a ` \ � � o o � � � � o � . - �� 411 � � `',`''� ' �;A� � AA \\\\ \ .�� " � �� Fic, ,� �� e � _ T � - � _- - � _- � --- - , � �, - . ,% ��`j' e � ,, ' ` � \ �,�� ,�c� � �; , , � ,: �o � .. . �,- � ' ' �- �� \\� �' � _ � \ \ � � \ /NSTALL lE-.MPORARY�SY�R� P� Z � EX/ST/NG CONTOUR I � �� EXM� � � -� '� � ` \ � A\\V � ` 1 � ' V � � � ' � `1 - ~ \ � � �, \\� `', , 1 J, ,� . � � t� � USlIyG 20 FE �_T �� J� 24" TEM�ORARY Pl'. E � � I 1 \ � 1 � � ' ' � ' �� ,, � - A\ \ , \ � � �- � PROPOSED COIyTOUR 45 � � � � � '� I � � � 4 0' -15" R C P � " ` � `' � � V� � � � �� , � _ BR/D�EMAT Q ' 04 � _` '�\ \ � `4a'8 ��_ SYSTE� � �. /Q N �° ,-�� ,'•, ��\\\\\\ � ' � , /0'(�/ PARK VILLAGE P.U.D. 1 � `� I I � ' " `` CROSS/NG WIDTH APPROX N�M�ZE� � ,, , lIyLET TUBES "SEDIMEIyT TUBE� PHASE s� I � , �r,y , \ \ �',' � �� -- . � -� oo ; � � ` ' �\ \ , � � � . ' �,, �_ - CROSSUI/G LEl1/GTH = DET lL l l l l R l T TR / o°i�Io° BM � 99�, PG � � a6 � 1 , ^,'- � � V � � - � � `R � M O V E 15 A`N � � / �� \ y �N��`�� SPEC/AL � / � ��. � '� � PL � R�ll�IFORCED SILT (�{ _ l2" M�N�MUM AND/0 SED MEN CON OL DEV CE JUST INLET, PROTECTION � � E� , A\ ,� , � STILL/N � bASIN �`° � FENC� Oy� POl T BACKFILL = EARTH �ATER/AL ± � \ � PLU STRUCT�E - �� \ � `�':,�,1� � � A�ONG �T (TYPJ TALLED ; , ` ' \ � � , - � � � . '�, � � '� ` � � `� � ^ � SURFACE STONE = COARSE AGGREGATE 000000 fTOC STD.04000✓91 1 II EN�'ROP S7�RUCTURE lS �e � � A \, , , A0 416 �� , , , CONCRETE WASHOUT $ � � a,` �' � \�, ,�. � _ � PROTEC�IQN 2"' R�CP�� 'r`4�� .� � / , �� , BA/yK STABILIZATION = CLASS B R/PRAP , fSEE DETA/L SHEETSI � � � � � , 4 � 1 \ �� --- (TYPJ . DI TOC DF�TAIL ' � ��` � \�\\� � _ , ' ,✓ � � TE�PORARY SILT OUTLET PROTECT/ON = CLASS 'B' R/PRAP, � `. ' ' I " � � I //ySTALL �'H�CK DAM Na. 08000.0�, �,, � 90 � � � � � ,.,�� r,� j , '�. EST 7 l0/VS,EST /5 SY FF N/F ' � FEI�CE �TYPI NiF � I i � , "� SPEClAL LATERAL "��' .� ; '� �s ° '�\ � �°�� , SEE DETA/L /N PLANS � TEMPORARY DIVERSION DITCH � T� � � � �' TOC STD.0400E:�J6 �' ' � ,,,- � , � � , - �� . � BRIAN R. LAWLOR & PARKVILLAGE \ '' DITCH,'SE,E DETAIL ZA I "+, ' N/F ISEE DETA�L SHEETSI � I ,� s ,�� '� STANDARD CUT BASE DITCH cHRisTiE M. �Aw�oR I �3�`-1�3- R P-III � \ MARK A. HUNZAKER & HOMEOWNERS , rl � � � � " r ' \ � SUSAN E. HUNZAKER ASSOCIATION, INC. � I � �i � � \ . '� ti ti ` I � / � �\\ / �' SE� DETAIL 6 DB 5295, PG 349 $KlI��ER $E�lI�EI�IT B,QSII� DB 6253, PG 273 � � ' �` � � - �� - , E ' � � �` �` �� TE�PQ/�,G�RY N�F DB 14214, PG 2498 BM 1992, PG 2 fSEE DETA/L SHEETSI BM 1997, PG 138 � \ � � ��O+oo ' I � °' � � � I y ; , I� �, = � � , � � \ , ` \ �� \ JERRY R. HARVEY & PIN 0743-66-3737 � PIN 0743-56-5509 i � -' I �� _ � /� \ � \ � � ,,�4CCE5S GATE TAMMY P. HARVEY & BM 1992, PG 2 � , � i �� l , , � � 1 , A� VA . „ PIN0743-66-2745 � � � d y, � � g��_ i- _ y -� _ , � �O � � ,IG -I� i�/ ELBOy�) THOMAS N. HARVEY ` � ' ' Qg � �I T�C D€TAIL � ,` � � 1� DB 15496, PG 545 � , CONSTRUCTION PHASING NOTES �, a' o-- � � ' �am.ee '' � � !! � Na. o$000.� �, ; � � s � � �� BM1992,PG2 �-- —� � � o, ; ; o � I � �, ��I� � ° z28 -15 �v ---> , � � _ � ti �� \ �'�V� ' � �, `� PiN o�aa-ss-��s� .�-� � �� oI � � � ,� � ,� � � R�MQVE 8 L.F. 0� � � � � . � � � ,� �./ � o , BOARDWALK AND CULVERT EROSION CONTROL PHASING: �- � _ �k� � � /` � � �r'R � �. � � ��/ °i� 15" RCP��TIE PROP �` ,� / '• �,.� � ooe � � ��, i ,,� � ' �` � � ,;- CR �� o 0 1 � � JB TO EXISTJNG, � �� ; ' � � � '� �� 1. CONTRACTOR TO WSTALL ALL EROSION CONTROL MEASURES BEFORE ANY ,. '�� 4�� T�G�,DETAIL N0..08000.05 �` , � �_ `�- b ' \ / o c � � � CLEARING AND GRUBBING IS PERFORMED. � �R , o � - � °ot�000 � �� . �, ° � �� , ' � t� � 2. CONTRACTOR TO ACCESS BOARDWALKS AND CULVERT LOCATIONS USING PROPOSED � CR "� � �, � •� ` �� ' � SSN �� - � PROPOSED TEMPORARY RAIL CRO l G 1 � , � � GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS) / ' ' � ' � � >.� � � , � .� � \ .._ `` � �=-� , � � ,�. �` FOR CONSTRUCT/ON OF TUNIyEL IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS AS NEEDED. -, % � � � � ] \ � p, 3. CONTRACTOR TO DEWATER EXCAVATED AREAS AS NEEDED USING IMPERVIOUS ' �� / � � � � ��''� \ � ``� � % � � -_ ,` `' � ' " � �'1 % , � `�. \ DIKES SPECIAL STILLWG BASINS AND BYPASSING PUMPING. �, �'� � �-_, \ � G � � / � � \ \ ' ' `_ � , � 4. AFTER BOARDWALKS AND CULVERTS ARE SET, CONTRACTOR IS TO STABILIZE ALL / ' '�. \ ` �, ` E � DISTURBED AREAS AND STREAM BANK SLOPES USING EROSION CONTROL MAITING, ( ,, � � \ '"'� � �` �� R � SEEDING, AND MULCH TO MAINTAIN A VIGOROUS, DENSE, VEGETATIVE COVER. RET I�N♦ � � , \ � � i- ` �� l8" TEMPORARY P/PE \ � SYS�EM t — � \ � ,�, �, / -� „ � TEMPORARY STREAM CROSSING EROSION CONTROL PHASING: r � , �, % j � �-'l �\ � ��,- r�. � C SEE DETAIL 7 FOR DITCH PLAN � °° �n::- ; ; _ � �� 1 �. � _._ _.. � INSTALL � � l8" TEMPORARY P/PE V 1. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY -- - = �� / � � � �� , � ., %EMPORARY � cr� CLEARING AND GRUBBING IS PERFORMED. � ..� �-' L , ` I � ' ;.,�;' �� /� -_ -- DNERSION � TIE STANQ ARD BASE DITCH , , a 2. CONTRACTOR TO ACCESS TEMPORARY STREAM CROSSING LOCATIONS USING ; �, -� ' I' f � I � ' � �`i :� 4`�. `' � D/TCH TO EXISTIf�JGo SEE DETAIL 5 ; -� PROPOSED GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL � �R - - � � -� � `�� I � �. � � � � TEMPORARY � � DETAILS) IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS AS NEEDED. i �= EXCB � � �� HOT� � ,,,.�_�'� � �- �-� � � C 3. CONTRACTOR TO DEWATER TEMPORARY STREAM CROSSING AREAS AS NEEDED � 401 i J I � � B�X � � / -" _ � GATESS `\ � USING IMPERVIOUS DIKES, SPECIAL STILLING BASINS, AND BYPASSING PUMPING. `� �i 4. AFTER TEMPORARY STREAM CROSSINGS AND RIP RAP OUTLETS ARE REMOVED, f /` I,� `` -� �\ � \ C ONTRA CT OR I S T O STABILIZE ALL DI ST URBED AREA S AND STREAM BANK SLOPE S �� I � �� \ \ �' _\ `\ � USING EROSION CONTROL MATTING, SEEDING, AND MULCH TO MAINTAIN A � I TEMPORARY CONSTRUClION ACCESS/ `\ o VIGOROUS, DENSE, VEGETATIVE COVER. � ��- I II � -( h� � 'CO/yCRETE TRUCK CLEANOUT � � a ° CO%ICRET E T RUCK ►�IASHOUT AREA '` � TUNNEL UNDER RAILROAD EROSION CONTROL PHASING: o��l II I AN� STOCKPILE STAGING AREA � 1. CONTRACTOR TO INSTALL ALL EROSION CONTROL MEASURES BEFORE ANY °yl I I ,, ESTABLISH LlMITS OF D/STURBANCE l5 BACK c� �� BERM V DITCH � CLEARING AND GRUBBING IS PERFORMED. 9� �� III u s' } FROM NEWLY PLANTED MAGNOL/A TREES �,rn "� SEE DETAIL 5 � 2. CONTRACTOR TO ACCESS TUNNELING AREA USING PROPOSED I=� `��e, � GREENWAY PATH FOOTPRINT. USE MUD MATS (SEE EROSION CONTROL DETAILS) I ,�I �� III N/F v IN WETLAND AREAS AND OTHER LOW AREAS TO LIMIT IMPACTS AS NEEDED. N�F wa, TOWNOFCARY TREE PROTECTION NOTES �c 3. CONTRACTOR TO DEWATER TUNNELING AREA AS NEEDED USING IMPERVIOUS PARK VILLAGE „y �w� �I DB 4925, PG 903 � DIKES, SPECIAL STILLING BASINS, TEMPOARY SKIMMER BASINS AND BYPASSING HOMEOWNERS nl � BM 1999, PG 492 � ASSOCIATION, INC. � � PIN 0743-66-0161 � PUMPING. REMOVE SKIMMER FROM BASIN DURING STILLING OPERATIONS. DB 7891, PG 474 �� 4. AFTER TUNNELING OPERATION IS COMPLETE, CONTRACTOR IS TO STABILIZE ALL BM 1997, PG 1546 TREE PRESER�AT/ON CONSTRUCT/ON SPEC/F/CATIONS: � ALL TUNNEL AREAS AND TUNNEL SLOPES USING EROSION CONTROL MATTING, PIN 0743-55-9601 G E N E RAL N OTES I SEEDING, AND MULCH TO MAINTAIN A VIGOROUS, DENSE, VEGETATIVE COVER. l �CCESS ROUTES/STORAGE AREAS,AND TREE /PROTEC�ON MEASURES�ITH THE TOy�A/ AT THE SITE TO REV/EW ALL WORK PROCEDURES. � 2. TEMPORARY FENCES AND/OR SILT FENCE SHOULD BE ERECTED TO PROTECT TREES TO BE PRESERVED. FENCES DEFIIyE A SPECIF/C 0 1�PDES GE11tERAL STORMWATER PERMIT IJCONTRACTOR TO ENSURE THAT ALL ROADWAYS,PARKING LOTS,AND CURB LINES PROTECTION ZONE FOR EACH TREE OR GROUP OF TREES. FEIyCES ARE TO REMA/N UNTIL ALL S/TE WORK HAS BEEN COMPLETED. FEIyCES MAY � ADJACENT TO TH/S PROJECT ARE FREE OF DEBR/S.D/RT.,4/�lD EQU/PMENT NOT BE RELOCATED OR RE�OVED W/THOUT THE yyR/TTEN PERMISSION OF THE TO►Hly. S OIL S TABILIZA TI011 t TIMEFRAMES DURING T HE PROJECT DURAT lON UNLESS D/RECT ED BY T Oy�N EIyG/NEER. Al yY 3. COIyST RUCT l0/y T RAILERS AND T RAFF/C A�ID STORAGE AREAS MUST RE�AIN OUT SIDE T HE T REE PROT ECT lON ZO/yE AT ALL T IMES. ~ DAMAGE TO EX/STlIyG CURB AND GUTTER,ROADS.OR PARKIIyG LOTS AT 4. ALL UIyDERGROUIyD UTILIT/ES AND DRAIN LINES SHALL BE ROUTED OUTS/DE OF THE TREE PROTECTlOIy ZONE. lF LINES MUST TRAVERSE �i C0�/STRUCT/ON E/�TRA�/CES MUST BE REPA/RED AT THE CONTRACTORS THE PROTECT/ON �EA, THEY SHALL BE TUNNELED OR BORED UN�ER THE TREE. p EXPElySE. 5. NO MATER/ALS,EQU/P�ENT.SPOIL OR WASTE OR y�ASHOUT WATER �AY BE DEPOSITED.STORED.OR PARKED W/THIN THE TREE PROTECTION ZONE. � S/TE DESCR/PTION srAeiuzArioN r�ME TIMEFRAME EXCEPTIONS 2)P/PES SHALL BE �NSTALLED lly THE DRY ({�ITH A�1N.3 DAYS OF DRY 6. ADD/TIONAL TREE PRUN�NG REQU/RED FOR CLEARANCE DURING COIySTRUCT/ON MUST BE PERFOR�ED BY A QUAL/F/ED ARBOR/ST ,4/�lD NOT BY ►HEATHER DURING �NSTALLAT/ONJ OR PROV�DE COFFER DA� AND PUM�' �OUND. CONSTRUCTION PERSONNEL. o COFFER DAM �ETA/L MUST BE SUBM�TTED FOR APPROVAL PRIOR TO 7. ANY HERB/C/DES PLACED UNDER PAV�NG �ATER/ALS MUST BE SAFE FOR USE AROUND TREES AND LABELED FOR THAT USE. ANY PESTIC/DES � PERIMETER DIKES, S�yALES. DITCHES AND SLOPES 7 DAYS NONE CONSTRUCTION. USED ON S/TE MUST BE TREE-SAFE AND NOT EAS/LY TRANSPORTED BY y�IATER. � 8. lF lIyJURY SHOULD OCCUR TO ANY TREE DURING COIySTRUCTION.�T SHOULD BE EVALUATED AS SOON AS POSS/BLE BY THE TO{�ly SO THAT Q HIGH OUALITY y�ATER (H��y) ZONES 7 DAYS NONE APPROPR/ATE TREAT�ENTS C BE APPL/ED. THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY � IF SLOPES ARE 10' OR LESS IN LENGTH ANO ARE WITH THE REGULATIONS SET FORTH BY THE 9• ANY GRADING,CONSTRUCTION,DE OL/Tl0/y OR OTHER WORK THAT lS EXPECTED TO ElyCOUNTER TREE ROOTS MUST BE MON�TORED BY THE Y SLOPES STEEPER THAN 3:1 7 DAYS NOT STEEPER THAN 2:1, 14 DAYS ARE ALLO�ED. COIySULTING ARBORIST. NCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 1, 2016 ��, ANY ROOTS DAMAGED DURIIyG GRADIIyG OR CONSTRUCTION SHALL BE EXPOSED TO SOUND TISSUE AND CUT CLEAIyLY W/TH 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. ��• �F TE�PORARY HAUL OR ACCESS ROADS MUST PASS OVER THE ROOT AREA OF TREES TO BE RETAINED,A ROAD BED OF 6/NCHES OF MULCH OR ALL OTHER AREAS �JITH SLOPES FLATTER THAN 4:1 14 DAYS NONE. EXCEPT FOR PERIMETERS AND HOy� ZONES. GRAVEL SHALL BE CREATED TO PROTECT THE SO/L. THE ROAD BED MAiER/AL SHALL BE REPLENISHED AS NECESSARY TO �AlIyTAIN A 6-INCH DEPTH. PRErARED IN Ti�E OFFICE OFa '�ROJECTe Q REVe No.: REVISION: DATEe DRAWN BY: CHECKED BY: � This document, together with the concepts and designs presented herein, as an insi-rument of service, is N lntended only for the speciflc purpose and client for which it was prepared, Reuse of and fmproper � reliance on this document without written authorization and �dop-ion by Kimley-Ho�n and Associates, Inc, M� sha!I be without liability to Kimiey-Horn and Associates, Inc, Copyrlght Kimley-Horn and Associates, Inco, 20 17 / � 42 I FQYETTEVI��-L S1�I�L��19 �UI��C E0� ��- RQ�EIG�Ig NC 27C0 I PHONEo (9 19) 677-2000 FAX� (9 19) 677-2050 PE No, F-o io2 EROSION CONTROL PLANS �0 0 40 PRELI�4II�IARY PLA�1� 0o No�r osF �ok cmrrsTeucTtoN J013 NUMHERe O N �o Q Z DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 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 i SHEET N�M6ERe C-560416 EC- I O O C � N � i m � � v -ti � � C O � C O � 0 � Q� � � Q) L v � 0 � � i � O � ti 0 � 0 0 � � J Q � �c NOTE: SLOPES ON THIS PROJECT ARE PRIMARILY 2:1. CONTRACTOR SHALL PROVIDE SOIL STABILIZATION ON ALL SLOPES WITHIN 7 DAYS OR AS REQUIRED BY NPDES GENERAL STORMWATER PERMIT. REFER TO CROSS SECTIONS AND MATTING SUMMARY SHEET. 2� k0� 5� �� .��-� � , E E � � �� S� 4 a . � p,� G � '\,'' ,g� S � \ �� 1p � a � �., oo� r' � � '�.`y' < ANY RELOCAT /0/y � TEMP P/PE DUE � �`� � �` � �� ' STREAM RELOCATlO a , � lS /NC/DENTAL . 503 2� -36 \ -� r+ �� N/F \' � P � � � TEMPORARY SILT COMMUNITY FENCE fTYPI ASSOCIATION, WC. DB 4694, PG 290 '' \ BM 1990, PG 25 � � PIN 0743-68-3180 'Y� ��,�, � N/F ,, �!��0•S � ROBERT L. DILLiN & , � 992F(,L JANET M. PUZA-DILLIN A�,F�Q� DB 7595, PG 697 ,��, �� 95``. BM 1992, PG 2 ��i� PIN 0743-66-4737 � � � a " �F° � N/F BZ 2 � SOUMITRA SARKAR & N/F PINGYUAN WU & XIZHANG DB 15036, PG 465 BM 1992, PG 1101 PIN 0743-66-3975 N/F �� ZACHARY G. PURVIS & JB / MH, TOC DETAIL ANNA V. PURVIS N�. �8��0.�5 DB 13912, PG 341 BM 1992, PG 1101 PIN 0743-66-4956 20'-36" INSTALL TEMPORARY STREAtii CROSS/NG USING 90 FOOT OF l Ca 24" TEMPORARY P/PE //ySTALL TEMPORARY STREAM CROSSING OR W00� BR/OGEMAT US/NG 20 FOOT OF 2@ 36" TEMPORARY P/PE CROSSING W/DTH = APPROX /0' (MIN�M/ZEl OR y�00D BR/DGEMAT CROSSING LENGTH = SEE DETA/L fM/N/M/ZEI CROSS/NG W/OTH = APPROX /0' fM/N/M/ZEI P/PE COVER = l2" �lNI�UM CROSS/NG LENGTH = SEE DETA/L �M/N/M/ZEJ BACKFILL = EARTH MATER/AL P/PE COVER = l2� M�N�MuM SURFACE STONE = COARSE AGGREGATE BACKFILL = EARTH MATERIAL BANK STABILIZATION = CLASS 'B' R/PRAP SURFACE STONE = COARSE AGGREGATE OUTLET PROTECTION = CLASS 'B' R/PRAP, BANK STABIUZATION = CLASS 'B' R/PRAP EST 7 TONS, EST /5 SY FF OUTLET PROTECTION = CLASS 'B' R/PRAP, SEE DETA/L //y PLANS ESl /9 TONS,EST 42 SY FF ADJUST lIyLET PROTECTION WHEN SEE DETA/L lly PLANS N/F PROP STRUCTURE /S INSTALLED RICHARD MARTIN TURKEL & LAURA ANN TURKEL N/F JENNSITYR LIN & YI-FANG FAN DB 15200, PG 1872 BM 1990, PG 1033 PIN 0743-67-6484 / � / �� ` � N/F MARGARET POLITO DB 12106, PG 275 BM 1990, PG 1033 PIN 0743-67-6595 �� $ � Np,O DB 5312, PG 280 � �,�� NSTALL TEMPORARY STREAM CROSS/N� BM 1990, PG 1033 USING 20 FOOT OF l@ l5" TEMPORARY P/PE PIN 0743-67-6386 OR y�00D BR/DGEMAT �� CROSSING W lDT H= APPROX /0� rMiN�M�zE� R E M 0 V E E X F E S A N D � � CROSSIIyG LENGTH = SEE DETA/L �M/N/M/ZEJ N�F PLACE 8' OF 30" RCP-I� � P/PE COVER = l2° MiNiMuM DILIP WEERASINGHE � � �� O �, ITH CONC COLLAR -� • CR � BACKF/LL = EARTH MATER/AL RAVISHA � � SURFACE STONE = COARSE AGGREGATE DB 12588, PG 355 16 15" RCP-I� / �� , BANK STABILIZATION = CLASS 'B' R/PRAP BM 1990, PG 1033 1 0 STOCKP/LIN� ACT/�/T/ES � � J B �y/ M H, T O C D E T A I OUT LET PROT ECT lON = CLASS 'B' R/PRAP, PI N 0743-67-6287 p��R� $��T / o. �° ,� y�lT Hlly 50' OF ST REAM �' UST INLET PROTECTION WHEN N0. 08000.05 E S T 3 T ON S, E S T 6 S Y F F �� Bf7-gZ�j R,qp �% . o. �, " ��i(��71i/f�$t d$ E�bI�,L�IQA S S B R I P R A P SEE DETAIL lly PLANS E S T. 8 T 0 N S / `r' , EST. II TONS 502 `-- �- �'� EST. 21 SY GFD -- , � $�AL%� �L�/�4D4CED 8•P�C � `�J p ' r l � � ��° /, - r' S/LT FE CE AT LO �� O '" '` �e � �� N W NlF N/F �' _ �/ i �' -I � � � PO/NTS ALONG S/LT ROBERT JAKUBOWSKI & - I.� / � � FENCE fTYPI EWELINAJAKUBOWSKI WENLIU&YANZHANG N�F �- SPECIAL LATERAL V DITCH � s .� + ; � ��F /°,a/, �' _- TE�UPORARY SILT � � \ DB 12567, PG 2290 SEE DETAIL 8 �� -- � `! DB 10128, PG 471 DANIEL ZORZON & N/F -- - -� �,.-�" __ - ,; '� � FENCE ITYPI ,.- BM 1992, PG 1101 � o � BM 1992, PG 1101 JEFFREY L. FEUERHELM & , � PIN 0743-67-5084 NICOLETA ZORZON F 506 -`� �-- � - � i PIN 0743-66-5928 � DB 15636, PG 483 B.J. CROUSE FEUERHELM �, �' �! ``�_ � � %\� ;, �� ,'` , BM 1990, PG 1033 � � � ES �� f � DB 6326, PG 167 � �� c �� N/F ,� �NSTALL 5/LT FENCE 3 FROM '� BM 1990, PG 1033 m � � ; ; PIN 0743-67-6121 > y � s , , - � � � `' � � q'1 / f�, GWEN W. PFEIFER �� TOP OF BANK (TYPJ N PIN 0743-67-6187 "' - �� _` �•� , f,1 DB 15085, PG 2353 �� i `~ ��°�� q �' .- tg B � � f �'�,/ BM 1993 PG 277 � q; � f A � ��, f � \ f '' `� � �>;� � �� / � � � BZ 2 "�� PLACE RE/NFORCED � sicr FENcE ar covV PoiNrs acoNc si�r FENCE ITYP) ANITA KULSHRESHTHA � � \ I / 1 I\ BZ 2 DB 5291, PG 858 „ � °� �.. �__l�_ `� _- - � BM 1992, PG 2 - ' k �� 6 lll__ _ ` �Z 1 � � PIN 0743-66-5700 �, � , i __ ll �_� __ 1� 1 _ �, _ ._,_ , � , ! j ; iu ___ � iii _- _ a� y�RAP S/LT FENCE AROUND TOP OF - , ' � �� _ ,�- f , � ,.f � I l i _ P/PE AFTER lIySTALLATION (TYPJ � � � _ I ,� � `� �. � _ . -- _- \ \ �;-.. � � TB 'Z � � ..� _ i"B =� .. � � "& �►.../ 1 _ ,b. - - - ' _ _ � _ ... �- "� p� _.' -�. �... ��Tg� _ _ � ' . ,� j' . �. -'- '; � \ \ � � S@ TB TB �- TST�T6�_ .... TB . �TB �� .` Ib � '..�: TB _ �\ \ � - � �- -- _ _ � ... _ Te � rs �e _ _ - ��-� r ._ - - - __ - _ - a _ __ - Y � �.__�..e_,.e_�__._ - 4� - � - - ) �` - � - �s � - � � - -� �-_..___ / ` _ ., , ` ` � - .� - \ �- � . -�. TB � � ' ` .-� `., � ___�_�_m � ' -�. . . ,� � - -,. - `_ - � , --- -__ - _ - - � B ._1 , � _ � � ` 1 , __„_ =�_ � �_,.. � „�� =.,_ __F \ BZ � � e � �� _ _ t - � LEGEN D , e_ � � ,.. � _ ,� BZ 2 -------- Z 2 LlM/TS OF DISTURBANCE BZ 2� (LABELED ON PLANSJ N/F CONSTRUCTION L/M/T C F DUANE S. HAYES & PLACE RE/NFORCED S/LT FENCE �NSTALL S/LT FENCE N/F CYNTHIA L. DYER q T L O W P O/ N T S A L O N G S/ L T , 3' F R O M T O P O F G L E N C. N I C O L & DB 7993, PG 854 TEMPORARY S/LT FENCE FENCE (TYPJ BA/�K (TYP) SARAH NICOL f T O C S T D. �� i � � �. � 1) BM 1992' PG 2 N/F � D B 1 3 9 4 8, P G 8 7 4 PIN 0743-66-6870 BRENDA L. SMITH N/F �z` BM 1992, PG 2 TREE PROTECTION FEIyCE TPF WILL 13-E-408 JERRY W. BRENNAN & PAMELA C. BRENNAN �� PIN 0743-67-7072 (T�C ST�.��.25) BM 1992, PG 2 DB 5704, PG 791 �"' PIN 0743-66-7808 BM 1992, PG 2 `��; T EMPORARY CONST RUCT /ON P I N 0743-66-7945 Z�� ENTRQNCE �TOC STD.04000.071 � m �X � TEMPORARY ROCK SILT CHECK D,4�/ TOy�N OF CARY STAIyDARD CHECK DAM � ITOC STD.04000.06J SPEC/AL STILLING BAS/N � fIyCDOT STD /630.061 �SEE L ET�L SHEETSI � STORM DRAIN lIyLET PROTECT/ON onoono fTOC STD.04000.12 AND 04000.141 n�o 000000 SPEC/AL SEDI�lENT CONTROL FEIyCE/ � SILT FENCE OUTLET (TOC STD.04000.23J EX/STlIyG CONTOUR PROPOSED COlyTOUR 45 �NLET TUBES "SEDIMENT TUBE" AND/OR SEDIMENT CONTROL DEVICE ooVo° (TOC STD.04000J91 CONCRETE ►1/ASHOUT a fSEE DETAIL SHEETSJ TEMPORARY DNERSION D/TCH -► TD � fSEE DETA/L SHEETSI SKI�i�ER SED/MENT BAS/N � fSEE DETA/L SHEETSI INSTALL TEtiiPORARY STREAM CRO55/NG US/N� 20 FOOT OF l@ 24" TEMPORARY P/PE OR WOOD BR/DGEMAT CROSSING WIDTH = APPROX /0� rMiN�MizE� CROSSING LENGTH = SEE DETA/L lM/Nl�IZEI P/PE COVER = l2° MiNiMuM BACKF/LL = EARTH MATER/AL SURFACE STONE = COARSE AGGREGATE BA/yK STAB/L/ZATION = CLASS 'B' R/PRAP OUTLET PROTECTION = CLASS 'B' R/PRAP, EST 7 TONS, EST /5 SY FF SEE DETA/L /N PLANS Q REVe No.: REVISION: DATEe DRAWN BY: CHECKED BY: � This document, together with the concepts and designs presented herein, as an insi-rument of service, is N lntended only for the speciflc purpose and client for which it was prepared, Reuse of and fmproper � reliance on this document without written authorization and �dop-ion by Kimley-Ho�n and Associates, Inc, M� sha!I be without liability to Kimiey-Horn and Associates, Inc, Copyrlght Kimley-Horn and Associates, Inco, 20 17 INSTALL CHECK DAM �� ..- � - /�g �- •/ � ' �; ;' ///// f PIN 0743�67-8629 / q/A' ` f r' / , TOC STD.04000.06 504 �,� . ��" te - � F ee - � � O �FES � �" g i-, -�- ;/ °a � ~'_ i � � � �- . . , , : , ; �� ,, � � , f - - �� ;� ,, r _ , - ; 2 , �;; � �ii y . , , �, �- a e � �� - •� � ' r � � � � ,' % BZ 'Z (\� " ,i - / / � j % ; �� ,'�1 / � 'i�;y�\ _ � � "r' , � , , ., � _ : . F :' � � � � / / �� \ - �� : � � �� , .-� � � �- < � . BZ 2 � �' �. � _ _� _ l �; ' �c�r ' , , �f � - . � , . < l, � � �- �, , ,� ._ i: t; � �c � � ,% `� .r- BZ 1 - i ,,� 5 6 5 �ce �' ,� .� � . __ , . , F ,- „� . � , EF, _, G E , e_- _, / � �� _�i , -_ i�i iii " `'� � � � � ..� � � �. � � _� i � ,,, � � _ - :�� - l �� ' /' / � / N/F � __,/ , � � ,. . � � / i N PARKWAY �,,� � �� ,._--� : . 'te � � Se` �� ; PARKF � ��' o., `, // � I � � �NLEi PROTECTlO COMMUNITY ---�-� _, - ,J; m J - � .,- C�' UNITY , // ;�. I � (TYPJ ASSOCIATION, INC. _. - �, - - ` - _ % tg =`� � �e _ P'"' OCIATION INC. �� - J �' • ' , � �"' � f � DB 4694, PG 290 �-- ' 1e Te%e � , q0 F. G�R 46y4, F'�G 29 _ -� / r �<, �� - �'\` i BM 1990, PG 25 , _ _. � ,-- . \ - �� l -. � ' tg� __�� BM 1990, P 5 � // � � a , f � ` ; `� � PIN 0743-77-1727 re -r�- rs - - rs . - -�s- = - `�� PIN O -68-3180 ` `� (. '/ - - -' _ __ - :i � / / , r , ' "/ / \ - .� , �=e_" � �_ / gZ 1 �/ / l �,r/' / �1 , � � c.. STOCKPILE STAGING � � ` - - �� - � � � . , � � � , � ° %'�,� / � � // � PROTECT EX/ST TRAIySFORMER �__ �, � �z -. _ --�` STA�� r`� TE�PORAR� r- ' ,�' / 1�:i � d '' / " AND CABLES ��_ - gZ � �� TALL S/LT FENC� BZ � -PC�E (APPRO�'��G"7 �' � -r , , ' / � 3',�,R� TOP OF � - � REMOVE �XIST `� f ' ;e� `;° � I 1 ' _, BANK (TY y - - -� __ �_ - - -�"�MCP� ^A^N9 �� ` � / � ��' TEMPORARY CONSTRUCTION ACCESS/ ._.__ P�QC 'i"1�-�5��,.�" gZ 2 ACE -1�El�FC�&CE.D �ILT - � ,� � ,, " � � � �� CONCRETE TRUCK CLEAl1/OUT FENCE AT LO►� POINT S ' R� P- I V_. --� ' � N/F ALONG S/LT FENCE (TYPJ J� � � / �` ' • � � `% PARKWAY ��` N/F '� ,f I / � / � COMMUNITY �N PARKWAY ,' � , ASSOCIATION, INC. COMMUNITY - � f / ,o°o a � - � / �/ � / DB 4694, PG 290 N/F � m ASSOCIATION, INC. N/F ' / � �/ DB 4694, PG 290 �� , �/ / / BM 1990, PG 23 ROBERT P. ROWE & ROBERT KACZYNSKI, JR. & / � PIN 0743-76-5469 CLAUDIA K. ROWE BM 1990, PG 25 JENNIFER L. KACZYNSKI `� � `�� ,/ j � /� �� D B 7 6 4 3, P G 7 5 5 PIN 0743-68-3180 � � :� �� N/F DB 8448, PG 331 ' / 1 BM 1990, PG 879 :NNETH C. ARMSTRONG CONCRETE TRUCK WASHOUT BM 1992, PG 2 x /.°� °�� /` � / -I PIN 0743-77-0506 & KERI L. MCCAULEY AREA AND STOCKP2E _67_9227 �d' ' / f_ I� DB 9976, PG 718 STAG/NG AREA �° °�° ^� /' �� BM 1992, PG 2 N/F � � „/ _.� PIN 0743-67-8121 PROKRYM, DAVID & /°� � / \ , / / / r• PROKRYM, TATIANA F:`' /:°� p • 4� � � DB 8448, PG 331 �` ` -�' BM 1992, PG 2 �� c � N/F PIN 0743-67-9227 �` e /.�� °o CHRISTOPHERJ. N/F e°' � p�� BENSON & KRISTINA �° a 40� D. BENSON PARKWAY � � COMMUNITY �°� � DB 8744, PG 137 ASSOCIATION, INC. f BM 1990, PG 879 �NSTALL TEMPORARY STREAM CROSSING ,� /�:0°°� PIN 0743-77-0479 DB 4694, PG 290 � / USING 20 FOOT OF l Ca /5" TEMPORARY P/PE gM 1990, PG 23 � �' °`� OR WOOD BRIDGEMAT '/ �� 0 4a �' ,� CROSS/NG W/DTH = APPROX /0� (ly�l^lllUlZE) PIN 0743-77-1026 .��:° CROSSING LENGTH = SEE DETAIL �M�N�M�ZEI /'r �j �p � ' � P/PE COVER = l2" M�N�MuM �� ,� � �� N/F BACKF/LL = EARTH MATER/AL �-�` KENT J. COSTA SURFACE STONE = COARSE AGGREGATE �� DB 11098, PG 2706 BANK STABILIZAT/ON = CLASS 'B' R/PRAP ` BM 1990, PG 879 OUTLET PROTECT/ON = CLASS 'B' R/PRAP, �--- � INLET PROTECT/ON (TYPJ PIN 0743-77-1318 EST 3 TONS.EST 6 SY FF CR SEE DET AlL /N PLANS „ PREPARED IN TflE OFFICE OFa ■ � 42 I FQYETTEVI��-L S1�I�L��19 �UI��C E0� ��- RQ�EIG�Ig NC 27C0 I PHONEo (9 19) 677-2000 FAX� (9 19) 677-2050 PE No, F-o io2 � EROSION CONTROL PLANS � �5,� Op DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED �ROJECTe �0 0 40 PRELI�4II�IARY PLA�1� 0o No�r osF �ok cmrrsTeucTtoN J013 NUMHERe 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-560416 SHEET NUM6ERe EC-2 U C � N 6 V O � Q � C O C O _ T N � Y 0 T � 0 O � � N O � � C � � 0 Q 0 L � _ T � � � � � 0 Q � � 6 � � N G � � 0 � � � � � � � � � � � � 0 � � � 6 � � Q 0 � � � � � � � � � 6 Q � 6 � U � � � � � � � 0 Q � Q � - � �� T 0 � � � � � � � - a 0 � � � � � � � � � � � � � � � 2 � � � � � � � � � � � � � � � � � � s 0 � � � � � 0 � � � PROf STRE i� PLAN VIEW � P• BACKFILI. MATERIAL TYP: �L FOR M�N. SEE TABLE BELOW t DIMENSIONS MATERIAL EXISTING GROUND, TYP. ULDER TYP. BANKFULL BACKFILL MATERIAL TYP.� SEE TABLE BELOW .TER ON 4LL SILLS SILL BOULDER TYP. =R AN� ROCK ;OTECTION NORMAL MEETS THE BACKFiLL MATERIAL TYP. SEE TABLE BELOW STREAM BOTTOM NOTES: 1. PLACE FABRIC ON THE UPSTREAM SIDE OF THE MOST UPSTREAM BOULDER SIL� IN THE CONSTRUCTEO RIFFLE. 2. BOULDER S�L�S MAY OVER�AP AND ANCHOR THE BOU�DER SILL DIRECTLY UPSTREAM. 3. THE BOULDER SILL SHALL ALL BE CONSTRUCTED TO BE SUBMERGED OR COVERED AT LOW FLOWS. No. I REVISIONS I DATE I BY BW : 2/3 BW : � i � SECTION C—C BW � , : � 2�3 gW � : � SECTION B—B HEADER BOULDER, TYP. SEE PROFILE FOR ELEVATION 1 /2 BMp, TYP. KEY TOE BOULDER INTO BANK II I BMp ��III��I i�i��llllll�l FLOW �� BMp �BED � I v v--- v vw�v �. i I o o � � I I I I I I IBMDI I�� I I I I I� I �I I Ii � I�� I I, , I I I I III �Illiiillli�� FILTER FABRIC, TYP. FILTER FABRIC ON BMp, TYP• BACK OF ALL SILLS, SEE PROJECT SPECIA� PROVISIONS BOULDER STEP POOL NOT TO SCALE ■ � SECTION A—A 421 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601 PHONE: 919-835-1494 WWW.KIMLEY—HORN.COM KHA PROJECT 011775051 DATE 09 /16 /16 SCALE AS SHOWN DESIGNED BY TSJ DRAWN BY JLY CHECKED BY ___ C A R Y J � � Y z a m W 0 Y z Q m I � BW � PLAN VIEW F�LTER FABRI C HEADER BOULDER ,TYP. MATCH UPSTREAM STREAM �NVERT ELEVATION BANK BMp � BACKFILL MATERIAL SECTION A-A SET HEADER BOULDER BACK A MINIMUM OF 1/3 WIDTH OF THE FOOTER BOULDER I' STREAM , //,, BANK j' GRADE � " � // ii /// i /� EXCAVATED P00� �FOOTER BOULDER TYP. � TER FABRIC, TYP. )TES: REFER TO PROJECT SPECIFICATtONS FOR IN-STREAM STRUCTUF PLACEMENT, CONSTRUCT►ON, AND MATERIAL REQUIREMENTS. PLACED BOULDERS SHALL NOT BE GAPPED OR HAVE ANY SIGNIF�CANT SPACES. STRUCTURE DIMENSIONS ARE CONTAINED WITHIN THE IN-STREA STRUCTURE DATA TABLE THIS SHEET. a BMp � � � BMW BACKFiLL MATERIAL ROCK VAN E NOT TO SCALE J J � � Y STREAM BANK AS � � i ; i;; /,,%'; , , ; % ;;; ;;.i�� / /// / � �FILTER � FABRIC, TYP. COMPACTED SUB GRADE SECTION B-B I N-STREAM STRUCTURE DATA TABLE1 (1 OF 1) p BOULDER MEAN LOG MINIMUM BACKFILL MATERIAL* PROJECT REACH S� OW BW KW AS (DEGREES) DIAMETER DIAMETER BM� BMW MATERIAL (FT) (FT) (FT) (FT) (%) (IN) (IN) (FT) (FT) WELLGRADED MIX %COMP.Z 5"-12" STO N E 60 BOULDER ARMS STON E 2"-5" 30 ALL VARIES, SEE 1.7 3.4 3 1.0-2.0 20-30 24 N/A 2 2 PLANS SILLS HARDWOOD MULCH 10 o.o 1. DIAMETER PROVIDED WITHIN THE IN-STREAM STRUCTURE DATA TABLE APPLYTO ALL DETAILS ON THIS SHEET. 2. % COMPOSITION=PERCENT COMPOSITION BY VOLUME OF MATERIAL. WHITE OAK CREEK GREENWAY PREPARED FOR TOWN OF CARY NC PRELIMINARY NOT FOR CONSTRUCTION STREAM RELOCATION DETAILS SHEET NUMBER SR-3 PLANTING ZONE DESCRIPTIONS AND NOTES ZONE 1- LIVE STAKE PLANTINGS LOCATION DESCRIPTION: CHANNEL BANKS FROM CHANNEL BOTTOM TO BANKFULL OR BACK OF BENCH. PROPOSED GRADED BANK APPLICATION: 1. AMEND SOIL AS DESCRIBED IN SPECIAL CONDITIONS. SOIL AMENDMENT SHALL BE SUITABLE FOR STREAM BANK APPLICATION, SO THAT AMENDMENTS ARE RESISTANT TO FREQUENT WATER INUNDATION. 2. APPLY TEMPORARY SEED AND PERMANENT SEED MIXTURES PER TABLES 2 AND 3 ON THIS SHEET AND THE SPECIFICATIONS. TABLE 1� TREES AND SHRUBS PLANTING TABLE PLANT SPACING � MAX%/MIN.% MIN. NUMBER FEET NUMBER SCIENTIFIC NAME COMMOM NAME TYPE COMPOSITION OF SPECIES ON PER OF EACH ZONE PLANTED PER CENTER2 1,000 SF3 ZONE LS/B LS/B Cephalanthus occidentalis Buttonbush LS, B 40�15 2 2-3 / 6-8 167 / 22 Cornus umomum Silky Dogwood LS, B 40�15 3. INSTALL COIR FIBER MATTING ON NEWLY GRADED STREAM BANK SLOPES. 4. INSTALL LIVE STAKE PLANTINGS IN ACCORDANCE WITH TABLE 1, LIVE STAKE DETAIL THIS SHEET, AND 1. LS = LIVE STAKE, B= BARE ROOT SEEDLING THE SPECIFICATIONS. 2. AVERAGE FEET ON CENTER SPACING 3. AVERAGE NUMBER PER 1,000 SQUARE FEET OF PLANTING ZONE ZONE 2- BANKFULL BENCH PLANIINGS LOCATION DESCRIPTION: CHANNEL BANKS FROM BANKFULL OR BACK OF BENCH TO TOP OF BANK. APPLICATION: 1. AMEND SOIL AS DESCRIBED IN SPECIAL CONDITIONS. SOIL AMENDMENT SHALL BE SUITABLE FOR STREAM BANK APPLICATION, SO THAT AMENDMENTS ARE RESISTANT TO FREQUENT WATER INUNDATION. 2. APPLY TEMPORARY SEED AND PERMANENT SEED MIXTURES PER TABLES 2 AND 3 ON THIS SHEET AND THE SPECIFICATIONS. 3. INSTALL COIR FIBER MATTING ON NEWLY GRADED STREAM BANK SLOPES. 4. INSTALL BARE ROOT PLANTINGS IN ACCORDANCE WITH TABLE 1, BARE ROOT DETAIL THIS SHEET, AND THE SPECIFICATIONS. DIRECTION OF FLOW NOTE: IN AREAS TO BE MATTE�� HLL attuirv�, avi� AMENDMENTS, AND SOIL PREPARAl10N MUST BE COMPLETED IN ACCORDANCE WiTH THE PROJECT SPECIF�CATIONS, AND PLANTING NOTES PR�OR TO PLACEMENT. RIFFLE �� POOL COIR FIBER MATTING INSTALLED PER — MANUFACTURER'S SPECIFICATIONS WITH LIVE STAKING, PERMANENT AND TEMPORARY SEEDING PER PLANS AND SPECIFICATIONS. (TYPICAL BOTH SIDES, WHERE DISTURBED, ON ALL SLOPES 3:1 OR STEEPER) PLAN VIEW BYPE ROOT, � RIFFLE COIR FIBER MATTING ANCHORS ON 3' CENTERS EXTEND MATTING — TO NORMAL WATER SURFACE ELEVATION STREAM BED ANCHORS ON 3' CENTERS GENERAL NOTES TEMPORARY PLANTING AND PERMANENT SEEDING SHALL OCCUR IMMEDIATLEY AFTER CONSTRUCTION TO STABILIZE AREAS OF BARE SOIL. PERMANENT PLANTINGS SHALL BE COMPLETED BETWEEN NOVEMBER 15 AND MARCH 1. HOWEVER, PLANTING MAY OCCUR OUTSIDE THIS WINDOW AS APPROVED BY DESIGN ENGINEER. APPLY SOIL AMENDMENTS TO DISTURBED AREAS ACCORDING TO THE FOLLOWING TABLE AT 1,000 LBS/ACRE (UNLESS SOIL TESTING INDICATED OTHERWISE AS APPROVED BY ENGINEER): N2 10 P205 10 K20 10 APPLY LIME TO ADJUST SOIL pH IN ACCORDANCE WITH THE SPECIFICATIONS. EXOTIC AND INVASIVE VINES AND GRASSES SHALL BE TREATED AND REMOVED INSIDE ALL OF THE PLANTING ZONES. MULCH APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING, WITH BIODEGRADABLE NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE PER SECTION 6.10 OF NCDENR EROSION AND SEDIMENT CONTROL DESIGN MANUAL. SEE EROSION AND SEDIMENT CONTROL PLANS AND SPECIAL CONDITIONS FOR GROUND COVER ESTABLISHMENT REQUIREMENTS. GROUND COVER MUST BE ESTABLISHED ON ALL DISTURBED SURFACES PER NCDENR REQUIREMENTS OR SPECIAL CONDITIONS, WHICHEVER IS MORE STRINGENT. 1" 2" 2 24" N OTE: NAIL MAY BE USED IN LIEU OF NOTCH. WOODEN ANCHOR DETAIL 18" (TYP.) BACKFILL V��\>�� `� � � ANCHORS ON 1' CENTERS IN TRENCH MATTING SHALL BE PLACED IN TRENCH AND BACKFILLED LIVE STAKE, TYP. TYPICAL STREAM BANK CROSS SECTION 6" MIN � �� \ POOL RIFFLE �� POOL �� --> � RIFFLE PLAN COIR FIBER MATTING NOT TO SCALE ■ � 421 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601 PHONE: 919-835-1494 WWW.KIMLEY-HORN.COM No. I REVISIONS I DATE I BY FLOODPLAIN/ EXISTING GROUND INSTALL WOVEN COIR FIBER MAT OVER SEED AND MULCH APPLICATION PER COIR FIBER MATTING DETAIL LIVE STAKE NOTES: SEE SPECIAL CONDITIONS FOR INSTALLATION AND CARE OF LIVE STAKES AND LIVE CUTTINGS. LONGER STAKES SHOULD BE � PLACED HIGHER ON THE BANK TO HELP WITH PENETRATION INTO THE WATER TABLE. 2'-3' LIVE CUTTING (DORMANT) 5/8�� - 1 1 /4" CUT TOP END FLAT,� ^ / AND CLIP OFF HAMMER DAMAGE. LATERAL BUD J FACING UPWARD �� ` �\ � � / BARK RIDGE; UNDAMAGED BARK SIDE BRANCH � REMOVED LOW SEASONAL WATER TABLE J \ II _ J � � � (� 0 45' TAPER BUTT END LIVE STAKE DETAIL NOT TO SCALE KHA PROJECT 011775051 DATE 09 /16 /16 SCALE AS SHOWN DESIGNED BY TSJ DRAWN BY JLY CHECKED BY ___ C A R Y �\/ iA� �, /� ,� �� ESTABLISHED PLANT SHOWN FOR INFORMATION ONLY INSTALL WOODEN STAKES TO SECURE COIR FIBER MATTING DETAIL C7 C �\// 6 / \ �� \ �\ � �\ ��jUNDIS0ILRBED �� i � \� \��,\ .� , LIVE STAKE INSTALLATION NOT TO SCALE LIVE STAKE DRIVEN AT RIGHT ANGLE TO SURFACE SLOPE. GROUND SURFACE i� 0 N u J BARE ROOT SEEDLING EARTHEN SAUCER TABLE 2� TEMPORARY SEED MIXTURE SPECIES NAME COMMON NAME PLANTING DATE Secale cereale Rye Grain JAN 1- MAY 15 Utochola ramosa Browntop Millet MAY 15 - AUG 15 Secalecereale Rye Grain AUG 15 - DEC 31� Triticum aestivum Wheat Grass AUG 15 - DEC 31 � * APPLICATION RATE OF 100 Ibs/ac 1. IF APPLYING TEMPORARY SEED BETWEEN AUG 15 - DEC 31, USE MIX OF 60% RYE GRAIN AND 40% WHEAT GRASS TABLE 3� PERMANENT SEED MIXTURE � SPECIES NAME COMMON NAME MIX PERCENTAGE2 Andropogongerardii Big Bluestem 5 Andropogon virginicus Broomsedge 5 Arisaema triphyllum Jack-in-the-Pulpit 5 Helianthus angustifolius Swamp Sunflower 5 Juncus eff'usus Common Rush 15 Pan�icum clandestium Deertongue 20 Panicumn virgatum Switchgrass 4Q Sorghastrum nutans I n d i a n g ra s s 5 1. SIMILAR SEED MIX CAN BE USED WITH ENGINEER'S APPROVAL. 2. APPLICATION RATE OF 20 LBS/AC CONTAINER GROWN PLANT MATERIAL: REMOVE ENTIR� CONTAINER FROM AROUND PLANT PRIOR TO PLANTING 3" MIN. EARTHEN SAUCER � AROUND CONTAINERIZED PLANTINGS. 4-6" MIN. DEPTH TILLED/AMENDED SOIL REF. SPECIAL PROVISIONS � 4"- 6" EXCAVATE PIT TO TWO TIMES THE WIDTH OF ROOTBALL, AMEND SOILS, AND SCARIFY SIDES OF PIT SO THAT SIDES ARE NOT SMOOTH/GLAZED ROOT BALL � -IN SANDY/WELL DRAINED SOIL: SET TOP SURFACE ELEVATION OF ROOTBALL FLUSH WITH FINAL EXISTING GRADE. AMENDED SOIL PER SPECIAL PROVISIONS -UNDISTURBED SOIL '��\�� '�'� , i� ; ! %� , ,/\ , � ,�;�y , VA V � 2.5" MIN. //�\�/�� / �\ \ �/// �j\� � // j\� j �� \ ��, � �� %�� /V��i\ BARE ROOT PLANTING NOT TO SCALE BARE ROOT NOTES: SEE SPECIAL CONDITIONS FOR INSTALLATION AND CARE OF BARE ROOT PLANTINGS. WHITE OAK CREEK GREENWAY PREPARED FOR TOWN OF CARY NC PRELIMINARY NOT FOR CONSTRUCTION 3" ON—CENTER (O.C.) PLANT SPACING — IS ZONE SPECIFIC. — SEE PLANTING TABLE 1 ON SHEET PP-8. FEET O.C. FEET FEET FE SPACING AS O.C. .C. . SPECIFIED, TYP. UNDISTURBED SUBGRADE, TYP. SECTION VIEW TYPICAL PLANTING DETAIL NOT TO SCALE N OTE: WHEN PLANTING BARE ROOTS OR LARGE PLUGS IN AREAS MATTED WITH C 01 R M A T, DO NOT q!T .JtlTE ROP� F10P� MUST BE SPREAD BY HAND AND BARE ROOTS AND LARGE PLUGS ARE TO BE INSTALLED IN ENLARGED OPENING WITHOUT DAMAGING ROPES. -BARE-ROOT SEEDLING WOODY SEEDLING PLUG -HERBACEOUS PLUG PLANTING �MULCH AND SEED LAYER. WHEAT STRAW OR HYDROSEED. SEE PLANTING NOTES. - EXCAVATE PIT TWO TIMES THE WIDTH OF PLUG, AMEND SOILS, AND SCARIFY SIDES OF PIT SO THAT SIDES ARE NOT SMOOTH/GLAZED BARE-ROOT SEEDLING AUGER DUG PLANTING HOLE. BACKFILL WITH AMENDED SOIL PER PLANTING NOTES AND SPECIAL PROVISIONS. STREAM BANK PLANTINGS STREAM RELOCATION PLANTI NG DETAI LS SHEET NUMBER SR-4