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HomeMy WebLinkAbout20160212 Ver 1_Phase 1 Wetland_Stream Permit Drawings_20160302See Sheet 9-A Far Index Of Sheefs See Shee/ 1-B For Corn�enlional Sheef Symbols UTILITY WATER COMPANY 7oWN oF CARV WA7G2 RESOURCES 376 N. ACADEMV STRFET CARY, NC 21513 (979) A62-3830 TEl CO�TACT: STEVE BROWN SANITARY SEWER COMPANY 'OWN OF CARY WATER RESOURCES 3'.6 N. ACAOEMV STREET CARY,NC 2iSi3 (919) 462�830 TEL CONTAGT:STFVFRRDWN NATURAL GAS COMPANY PGBtJC SURVICE KATURAI G�S 245? SCH�EFFE_IN ROAD APGX,NC 7502 (91 91 36 7-2 720 �Ft. CON-ACT: VAFQMA BOGAN FIRE CHIEF TOWN OF MORRISVILLE POICE DEPAR7MENT 260.0 TOWN HALL DRIVE P.O_ ROX 166 MORR�S�ILLE, NC 21560 (3'9)483-8;27 TEL CON'AC7: TOOD WRIGH7 EROSION CONTROL NCOENR nivlsioN or �nNo a[sou�cEs ,-�800 HARETT �RIVE RAl =1GH, NOR i H CAROLINA 27609 (9"9) 797-4200 TEL GONTACT;JOEDUPREE TELEPHONE COMPANY c[Nrurtv uNK 7C6 w_ CUM3FR'�..AV� ST DUNN, �C, 28334 (970) 980.2228 TEL CONTACT:GARY NORRIS CABLE TELEVISION COMPANY TItiIE WARNER CABLE �Oi INNOVATION AVE. SUITE ^.00 MORRISV�LLE, NC 27560 (913)573-7067 TE� COMACT; DALE RADFOftD SR-3127 MORRISVILLE, (MCCRIMMON "H CARO LI NA TYPE OF WORK: GRADING, DRAINAGE, PAVING, SIGNING, SIGNALS, LANSCAPING, WATER, REUSE WATER, SEWER, AND PAVEMENT MARK/NGS. ENGINEERING DEPARTMENT TOWN OF MORRISVILLE ENGINEERING DEPARiMEN' 4 i4 AVIAION PARKWAY MORRISVILLE. \C 27560 (919)C63-707', TEI. CONTAC-� B�_AKE MILLS POLICE DEPARTMENT TONJN OF MORRISV�1 :.E POICE nEPARTNENT 260.C, TOWN MALL DRIVE P_O. BOX �G6 MORPoSVILLE. NC 27560 (9i9)c63-t600 TEl CHIEF OF POLICE: �RA JONES DEPARTMENT OF TRANSPORTATION NORTH CAROI_INA DFPARTMENT OF TRANSPORTATION DIVISION 5 DISTRICT 1 OFFICE 4009 DIS7WCT pRIVE ftALE�GH. NORTH CAftOL�NA 2�607 (979)733-7759 TEL COMAC7: REID ELMORc PLANNING DEPARTMENT TOWN OF MORRISVILLE PLA�NING DEPARTMENT 260-8 TOWN HALL DRIVE MORRISV�LLE, NG 27560 (919) 4G36927 TEL GONTACT' BENJAMIN HOWELL BEGIN CONSTRUCTION NG54 (CHAPEL HILL RD) -Y2- Sta. 10+48.72 BEGIN CONSTRUCTION SR-3127 (MCCRIMMON PKWY) -L- Sta. 70+35.00 SR-3127 (MCCRIMMON PKWY): NC 54 (CHAPEL HILL RD): PER/METER PARK DR: SR-3015 (A/RPORT BLVD): END GONSTRUGTION NC 54 (CHAPEL HILL -Y2- Sta. 33+00.00 TOWN: ENGINEER: SURVEYOR: SUE: GEOTECHNICAL: TOWN OF M0:3RISVI�LE KIMLFY-HORN AND ASSOCIATF..S, INC. McKIM & CREECJ CH ENGIti�ER!NG, PL�C TF�R�COn ENG�N�ERiNG OcPAR � MENT 30G � W�STON aARKWAY 700 MACKENAN COURT 32Z0 GL.��=N ROYAL ROAD i-(l1 SRFVTWOCD ROAD, SUITE 107 � 14 AVIATION PARKWAY CARY NORTF CAROLINA 27513 CAftY NC 27577 RALEIGH \C 27Fii 7 �A_ NC 27604 - - S U�OFRISV LLE NC 27560 919 fi78-4'94 i EL 919 23'r8097 i EL 919 2_fi-5462 TEL 919`, 2950 TEL I ( ) ( ) ( 1 ( , � (9.)�6YIC71TEl (BiB)6��=Zt55FAX CONTAC7: BI.AK= N�1.L 5 CONTAC� MAT- W'tST, RE.. AVS COVTACT; 1M VAN G:=LDER, PLS CON: ACT; MAHA 0. CHAMBLISS, P.F, CONTAC : R.I. EVI DENTO�, P.c. APPROX. 0.82 MILES UF W/DEN/NG AND PAVEMENT RECLAMATION APPROX. 0.44 MILES OF WIDENING APPROX. 0.06 MILES OF RESTR/PING APPROX. 0.08 MILES OF RESTRIPING PRcPARF..D �N THe OF��C,E O�; ■ ` / /1/ / / Kimle Horn v P.O. BOX 33068, RALEIGH, NC 27636-2050 PHONE: (979) 677-2000 FAX; (919) 678-418� NC Llr,ense. #F-0 ; 02 PROIECT GRAPHIC SCALES 40 20 0 40 80 PLANS 40 20 0 40 80 PROFILE (HORIZONTAL� 8 4 0 8 16 PROFILE (VERTICAL) END PROJECT END CONSTRUGTION SR-3015 (AIRPORT BLVD) -L- Sta. 53+07.84 PERIMETER PARK DR -Y3- Sta. 21 +75.00 PERMIT DRAWING SHEET 1 OF 11 CLEARING ON iH15 PROJECT SHALL BE PERFORMED TO THE L/MITS ESTABLISHE� BY METHOD ll. THIS PROJECT IS WITHIN THE MUNIC/P/JL BOUNDARIES OF THE TOWN OF MORRISVILLE. TI I D MENT TO [Tf IER VNTI I TI1� CONC�PTS aN� n'S ,^,.� PRC CNTED HERE N IS OCU , G I 5 S (. AS AN �NS'RUMENT OF SFRVICF. IS IN-FNflF17 CNI.� =CZ TH- SPEGIFIC ?URPOSE ANO CLIE\T FOft WHC4IT WAS �R=PARE]. REUSE OF ANJ INPROPER REIIANCE ON THIS DOCuNE\- WITHOUT WRITTEN AUTHORIZA7ION AND ADA°TAl10V BY IQMLEY-HORN A'vD ASSOCIATES INC. SHALL BE WI i HOUT 1IA91Li i Y TO t4MLEY-HORN A�D ASSOCIA � ES. ING. �ATE FlLE NUMBER SHEET NUMBEF TOTAL SHEETS 01-25-2016 1 X coaraicHr m zma DETAIL 1 SPECIAL LATERAI 'V' DITCH ( No1 to $ca�e) o � HI Nu+md F3.� 1 N Slopa 3' 9 Grov�d °8e�� p F�� ti / Min. D= 1.0 Fl. Max. d� 1.0 Ft. Type of Liner= PSRM FROM SiA. 77+00 i0 STA. 74+50 -Y2- �LT) FROM STA. 27+20 TO STA. 29+50 -L- (lT) hp G � O 3 0 � � E � O O � � N O 6� 0 � � � Y � � � N DETAIL 2 SPECIAL LATERAL 'V' DITCH ( Not fo $[�e) Nvt�.d � ,�.� °e� � HI Ground F �) F�o�� Slape /o��Qrr p 1 Min. D- 1.0 Ft. FROM STA. 16 -= 50 TO STA. 18 -�- 00 -Y2- (LT� FROM STA. 30 - 00 TO STA. 37 + 75 -Y2- �LT� FROM STA. I l+ 50 TO STA. 13 + 50 -L- �Rn FROM STA. 11+50 TO STA. 17+50 -L- (Ln FROM STA. 15 ��� 20 TO STA. 77 +00 -Lr (RT) FROM STA. 18-92 TO STA. 79 �-50 -L.r �RT) FROM STA.24-00 TO STA.26+38 -Ir (R'O PROM STA. 37 �i� OD TO STA. 33 i- 50 -L- �LT) DETAIL 13 STANDARD BASE DITCH � Not fo $co�e) NaWre� Not�rd Gro�nd 7�� D .L�� Grovnd d � �eme.+ie� g Min.D= 3S Ft. Max. d= 2.5 Ft. 'when B:s < 6.0' 6= 5.0 Ft. Type of Liner� Class 1 Ri�Rap 'ROM STA. 27+OS TO STA 27+IS �(LT DETAIL 14 PiPE OUTLET CHANNEL � Nor ro s�d�� Propos'ed Pipe � NoNrd � Netv�d Grovnd ?�� .y�� � ceoiex�dc l�risdiaienai � ImooN rip �op $iream toa dinary Figh w ler mark Type of liner� Class 1!tip-Rap STA. 74 -t 42 � (R� STA.28-40 -L- (RT) PERMIT DRAWING SHEET 2 OF 11 Kimley»>I 02014 E F-aioz N 2 O h � W C N 0 W O � W h C � 4 � s a a z z 3 ¢ a d ! � d � O � � � _ � � N V N Z � � n � � u � W �;f O N a N Z 0 v N u � 0�1��8��4 �are: 01-ZS-2016 RIW PLANS 2F 1��� SU�MIT CAPITAL CORPORATION , � / � ;/ WOODS �IPF _ . . ._ — — -� . , . .�° ... �— ---- �/�`� � ; � � '� � / I � PERMIT DRAWING SHEEf 3 OF 71 �DENOTES TEMPORARY IMPACiS IN SURFACE WATER �DENOTE$ �MPACTS IN $URFACE WATER 386 378 370 � r� "'-"'- � ISFO � I � � V�ELL SEE�DETAiLT2R5HEET DiFCH � � SEE��E�TAILT2RSHEET DI�CH � � Foc e�ocK �' � �CDOT �STDA838 Oi � P�� STRUCTURE _�� PUE .�.. . PUE � PUE PUE � � �- PUE �— PUE PU i5' RCP-ry � C PUE � __ �_ _ C � cL ASS g' RiP RAP W sFU���CPUE C _ _ - - - - - - - - - - - � _ C EST 3 TONS i5'RCP-ry W � PUj - - - - - - /Q - - - - �ST 6 SY PEO � � � C � / / � R � —'4BIJRIED d ` � ` _ _ _ _ _ - _ � � _ _ ` / � �-! � -L- SR-3127 (MCCRIMMON PARKWAY) +� � � � o a � � � a � �E � ' I J —E -c -- E-_- -'F-� < < _ W � _ - > � REMOVE i5' SITE 1 - IMPACT ZOOM-IN (SCALE: T' = 40 ) ilI W BEGIN MILLING FOR KEY-lN BEGIRI OVERLAY -L- Sta. 10+35.00 ELEV . 362.36' 362 --------------�-- 354 � ii�iiilii�iililiii��ii; EXISTING GROUIyD =. .ee=.e. .e.=.e. ae..=�=. _._�__� � �_. .. 346 , � � 338 ' � , 330 � 0 N \ N ESTS2 i0N$P RAP —� � / EST 7 SY GEO SITE 1 CLASS IRIP RAP B5EAENKpSE 0 LY EST pOTTLN5�5HEET 2F EST 39 5� GEO CLEAN OLITLET OF EXiST i8' PiPE / C \ � i � PUE� PUE� U C� �� �� E i - pVE s � I� RfTq�N ti � CLA55 'B' RIP RAP EST z roNs EST 7 SY GEO SEE��ETAILT2RSHEET ZIFCH . �� �-�'N��'t u E E'kU�Ui: i y PIPE HYDRAULIC DATA oaa� oao ��P lB�RIED 0J7 OOEC£0 36" RCP DRAIIyAGE AREA = /92 AC DESIGA/ FREQUEA/CY = 50 YRS DESIGN DISCHARGE = 42A CFS DESIGN I�YY ELEVATION = 358_64 FT l00 YEAR DISCHARGE = 45A CFS l00 YEAR Ffy� ELEVATIOIy =_ 358_8l FT OVERTOPPIIyG FREQUEIyCY = _� l00 YRS OVERTOPPIIyG DISCHARGE _ _ � 7l CFS OVERTOPPING ELEVATION = _��LQ7_ET �� _.._.. - --------------- ._.._.._ -------'-�-=_=; _.•-. (+1�.74% _.._.._. ------------- _,._.._-�- -----=-=--�;-��-.._.._.._. � //.9/% _.._.._. f-1/.97% -----�,,,_ + 7/ � f-J -" --•- �-�._. -•�-..-' ( )2b '. � 2B4% -------- --��-.. .- ._ � END SPECIAL � � � DITCH GRADE L - � � ,, . {- I - -L - STA 17+50 N� PROP 42' RCP � - � ELEV = 36279' � � ' fBURlEO 0.7'I � I �� I�� E D SPECIAL r , � - i DITCH GRADE RT � i� BEGI SPECIAL �W i -L - STA 13+50 "� � DITCH GRADE RT k -- -- - � --- f ELEV = 35589' � �' -L- STA 15+20 - -- --- - -- - - ---- � ELEV = 35920' _ _ -- - - - - I _- ---- - -- -_ __- Kimley>»I rv�C 20c4 E F-aio_ 386 0 _ � W � � 378 Z d �iu � 6 r� Z Z � � � � � N 362 � � n . �� � W �;f � N a 354 W 346 LL & i Q j x 338 - a ' KNA PROJELT: 0�2��8��4 aA'E: 01-ZS-2016 330 RIW PLANS 4 ,. , , , ,. . ,. . , , , . , � . . � , _,� ,. ,. a . , , , ., , ., ,. . , • , , . , , a ' � , . . , 8 9 10 11 12 13 14 15 16 17 18 0 H z t4'- C � N � � 0 3 0 � ��� $U�IMIT CAPIfAL CORPORAT10� y i ` � ' � ,7 � �� �f � � ' � � � � ' \ � "'- � ISFO � — — _ \ . � \ � � � � _ � — ��� \ �8 _ i � � / . � . � V�ELL` SEE�DETAiLT2R5HEET DiFCH � O �� � � � �� - � SPECiAL LAtERAL y' DiTCH ' � �_ � � �� SEE DETAiL 2/SHEET 2F Y -- — �- � � �� N � . . �. � � ' Foc e�ocK - � �CDOT �STDA8�8 Oi �— P�� � � STRUCTURE - � — PUE _�� PUE �� � � � � V � � �PUE PUE _���'��� � � I l . ' W�ps \ , I �— PUE P� i5' RCP-ry � . � A � - C � PUE � pUE _ �_ _ C � cL ASS g' RiP RAP W ,iPF , � .. � � �, � PUE ��_.�{}��—CPUE � _ _ _ _ _ _ _ - - - - - - - � _ � EST 3 TONS i5' RCP-�V W � '� . � - - - - - - - - R - - - �sr 6 sr �o � � Z �,�� � � . R 2�Cy- < -------- -_ c^ - __ _ � �� /i ♦ �.�\��`��i` - _ - C � —'(BIJRIED d.7'1 � < -,�,�--�_ �� � � ----�'� � �, ,a � �� � � � , - !� � ----r� � � -1 j; I� � � .--. \ � � i �� � � i PERMIT DRAWING SHEEf 4 OF 71 �DENOTES TEMPORARY IMPACiS IN SURFACE WATER �DENOTE$ �MPACTS IN $URFACE WATER 386 378 370 � � ��� � 1 � -- ` � � � �� � � ��L'LYIIfiI4'x:�I ' - � — � • ��� , �— � - � /r� � � �� �� � �_�^_,_s�i.��.��//fi\ �3 1� � RE�10yE i5' SITE 1 - IMPACT ZOOM-IN (SCALE: T' = 40 ) Ii W BEGIN MILLING FOR KEY-lN BEGIRI OVERLAY -L- Sta. 10+35.00 ELEV . 362.36' 362 --------------�-- 354 � ii�iiilii�iililiii��ii; EXISTING GROUIyD =. .ee=.e. .e.=.e. ae..=�=. _._�__� � �_. .. 346 , � � 338 ' � , 330 � 0 N \ N EST52 �ONSP RAPJ � / EST 7 SY GEO SITE 1 CLASS IRIP RAP B5EAENKpSE 0 LY EST pOTTLN5�5HEET 2F EST 39 5� GEO CLEAN OLITLET OF EXiST i8' PiPE / \ � � i C PUE �— — — — PUE � — — — — I� C\ �� �� E . PVE y I y RfT,q�^, N � CLA55 'B' RiP RAP EST z roNs EST 7 SY GEO SEE��ETAILT2RSHEET ZIFCH . �� �-�'N��'t u E E'kU�Ui: i y PIPE HYDRAULIC DATA oaa� oao ��P lB�RIED 0J7 OOEC£0 36" RCP DRAIIyAGE AREA = /92 AC DESIGA/ FREQUEA/CY = 50 YRS DESIGN DISCHARGE = 42A CFS DESIGN I�YY ELEVATION = 358_64 FT l00 YEAR DISCHARGE = 45A CFS l00 YEAR Ffy� ELEVATIOIy =_ 358_8l FT OVERTOPPIIyG FREQUEIyCY = _� l00 YRS OVERTOPPIIyG DISCHARGE _ _ � 7l CFS OVERTOPPING ELEVATION = _��LQ7_ET �� _.._.. - --------------- ._.._.._ -------'-�-=_=; _.•-. (+1�.74% _.._.._. ------------- _,._.._-�- -----=-=--�;-��-.._.._.._. � //.9/% _.._.._. f-1/.97% -----�,,,_ + 7/ � f-J -" --•- �-�._. -•�-..-' ( )2b '. � 2B4% -------- --��-.. .- ._ � END SPECIAL � � � DITCH GRADE L - � � ,, . {- I - -L - STA 17+50 N� PROP 42' RCP � - � ELEV = 36279' � � ' fBURlEO 0.7'I � I �� I�� E D SPECIAL r , � - i DITCH GRADE RT � i� BEGI SPECIAL �W i -L - STA 13+50 "� � DITCH GRADE RT k -- -- - � --- f ELEV = 35589' � �' -L- STA 15+20 - -- --- - -- - - ---- � ELEV = 35920' _ _ -- - - - - I _- ---- - -- -_ __- Kimley>»I rv�C 20c4 E F-aio_ 386 0 _ � W � � 378 Z d �iu � 6 r� Z Z � � � � � N 362 � � n . �� � W �;f � N a 354 W 346 LL & i Q j x 338 - a ' KNA PROJELT: 0�2��8��4 aA'E: 01-ZS-2016 330 RIW PLANS 4 ,. , , , ,. . ,. . , , , . , � . . � , _,� ,. ,. a . , , , ., , ., ,. . , • , , . , , a ' � , . . , 8 9 10 11 12 13 14 15 16 17 18 0 H z t4'- C � N � � 0 3 0 �DENOTES MECHANIZED DENOTES IMPACTS IN SITE 2- IMPAGT ZOOM-IN CLEAWNG (TEMPORARY) � SURFACE WATER (SCALE: 1 �= 4O � F DENOTES FlL� IN �A7' w�LAND PERMIT DRAWING RE�OyE 8 LF OF CH��HE -y2_ SHEET 5 OP it � E%I T 54' RCP STq 2Of�p� �SHE '� � 30' RCP-m \ ET 91 �ti _ SITE �0 36' RCP-m / \ /II� r _ � . y � I I �� C / - N RNCP-III � RCP-III __' / f I m PD � REgB���A(Cg A k�ST .E � ,. O �� REMOVE � �'/ MH COVER � 1 � � p0 SPECIAL LATERA 'y' DITCH EST 225 Sv PSR� SEE DNETAiL VSHEET 2F �%NAC�LASNS BRIPERQIPCH ES5TK320p STON$�� p SEE DETAiL i3/SHEET 2F S - i35% EST 25 CY ��E PLANS PREPqREU BV: � Kimley»>Ha �P�p� �� ` Gzc9 e F-aio� 7 P'" E �� -C � D {. , _ _ ' < �` ` W P�.e��.e.�waN�aAiRYmn �l � ' � m TIE PROP TgJB TO n 0�' F-� 60' RCP-m � � � __ � T�DRAiN � � 9 n E%IST IB' RCP \ A� _- � �e� ,_ � � � � m g �/ r � g � � REMOVE EX i5T Di RfT, p��„ l � CB � e R 5 -a ' -�- � � � COLLAR AN� ExTEND j � � �W � F/ 1 i5 LF - 18' RCP- R + Q � � i � / RFT RCP- E � QO�' � B N c j � I / ��—_c 4�4" E E __ Fi � i5' RCP-ry 36' CP-mCB �' Q g y >a � � � � � `A � - -�7F�E2S!Si215�F_ - � E - - - � `�9 60' RC � V 1 � R CB i8' R_ m � Q CB • J (V / I �8�� Z RCP-III V '- �/ � ' ~ REMOVE RCP-nl a °� 0/�5' RCP-i � CP-I e2 CB e re Z RCP- � 1 � � ^` I CB C� U _ _ � I �� ApF� a � \ � ReMov ie (MCCRIMMON � � � � �I � CB �B � QpE E` _ _ _ F m- � � � rB �----- ---- � /' E E�� � / / -�E-r c _ _ _ � �EP i8' 6' I E��E- F_ O � ___ PD� 60' RCP-III CLASS 'B' RIP RAP I� 5 ' I m E-E - �-� � E� E I.IITE 3 NCDO��SiDA8�8 �1�i EST 2 TONS ' � � � � E�- �".g�L/, pyS�S iR�iP RAP EST 7 Sv GEO / � ' �� SE'f�^OE�AILYi4/SHEET 2F SPECIAL LATERAL V' DITCH c . --� gS o �g SEE DETAiL 2/SHEET 2F � iB'RCP-ry �� �� � � ��. �� � i . � . __.;�.a� ' � �p� EST 75 5� GEO 0 � � - �. _ y � , � � Q� _� ��� / I / / n, — — RE�OVE E%ISTVMH /� �+'fTqq� ` l �" / �flF.i �/ o ��'� � � SPEGAL LATERAL 'V' DITCH / SEE DETAiL 2/SHEET 2F ATCy�� E_Y2- ST ��� `O 15' RCP-IV �SHEFt ,_A 24flk�n., 1 �hrlJnvc 394 386 riE -L- NCRi ELEI 378 370 � 362 EN &( 354 E�� � e j 346 8 � -i "' E 338 � � 330 m N 18 19 20 21 � , z 0 W C � c d z 394 � o s LL N � � i � � O 386 Z 3 a � d 378 >- � 6 � O� S� � � � � N 370 � � n �� � � W ^,f O N 362 a W x N 354 LL & < 0 � Q � � 346 - a KNA PROJECr: 0�2��8��4 DATE: 338 01•25-2016 RIW PLANS � � 330 C 23 24 25 26 27 28 J �DENOTES MECHANIZED DENOTES IMPACTS IN SITE 2- IMPAGT ZOOM-IN CLEAWNG (TEMPORARY) � SURFACE WATER (SCALE: 1 �= 4O � F DENOTES FlL� IN �AJ' w�LAND PERMIT DRAWING RE�oyE s �F oF CH��HE -y2_ SHEET b OF it � Exi T 54' RCP '� 30'RCP-m t � TA 20f�� �SHE � �r �' ti SITE 2 � � � 36' RCP-m � �I � � ��'i / \ / I � �� r �j � J 1 I '{' i `�. l i/ / �' , A ( 1 �� � i - � RCP-ni -.. 24' I I I � �: V ,�. / \ � � 2D � N Rp�p�������� � � � RCP-III /I � i� ' � �� / � � `. �_'� _ /-/ Q I I REMOVE � �'�i 1�"H coveR 1 � l I l I�' 1 r��^, �� � � pp SPECIAL LATERAL �'y' DITCH EST 225 SY PSRA� SEE DNETAiL vSHEET 2F �%NAC�LASNS BRIPERQIPCH ES5TK320p STON$�� p SEE DETAiL i3/SHEET 2F EST 25 Cr ��E PLANS PREPqREU BV: � Kimley»>Ha �P�p� �� Gz�9 E F�o 7 P'" E �� � � � � Y � W PReELI�1N�RY� �l ` � -� � � R� � TIE PROP Tg JB TO g _ ' ` -� W %± - �, T@�' DRAiN � � 9 n E%IST IB' RCP � �/ �' _ F�� t0 60' RCP-ni �, � c��� � �� ,rm z VV ��� � � - - _ _c_ � � �/ � COi��aR AN�S E �TEND RfTe,,,� � CB � e � 5 �W � F/ 1 6 LF - i8' RLP- � R Q � � i � / RFT RCP- E � QO�t' � g N c j � I / ��-_c 4�4" E E __ Fi � i5' RCP-ry 36' CP-mCB �' Q gy a � � � � � `" - - -�7F�E2S!STZi5�F_ - � � - _ - � `��y 60' RC � V � � R CB i8' R_ m � Q CB • J (V / I �8�� Z RCP-III V '- �/ � ' ~ REMOVE RCP-nl a °� 0/�5' RCP-i � CP-I e2 CB e re Z RCP- � � C C I CB Cf v �� � � Oi �Op�,� Q ` � \ � ReMov ie (MGCRIMMON � � � \ �I � CB �B � Q�� E � � _ _ _ F � � � � 7B �----- ---- �s/' E E-+o� � � / � � c _ _ _ � �P i8' 6' 5 E E��E- F_ O� � --- PD� E 60' RCP-III CLASS 'B' RIP RAP � I 1 ' I�� � °j E E � E�E� E SITE 3 N�DOT �STpA838.27 EST 2 TONS ' �� � SS iRiP RAP EST 7 Sv GEO / � ' �� \ ��,�t5 0NLv SPEC14L LATERAL V'DITCH c �\ T�OET�I�L 14/SHEET 2F SEE DETAiL 2/SHEET 2F � i8'RCP-ry �� -� i � gS o �g � �� i I � �� ���w�a-r ' � g-. p� � EST 75 Sv GEO � 0 � A _ +� -- -'� - - � _ �' � � -� ��r. Q,�� � � V,. �Q � I I ��. / � \ ��. - RE�VE i�� _ - RfTqi/� _� �,, � �.. / „c, ,...� \ � � , RE�OVE E%IST MH _ - - � � � �� � �/ � � �����'� I � ATCy�� E_Y2_ �� �� SPEGAL LATERAL 'V' DITCH SEE DETAiL 2/SHEET 2F �5 STq 24fpp.�n I "kE�ovE P-rv //EEt in � 394 386 riE -L- NCRi ELEI 378 370 � 362 EN &( 354 E�� � e j 346 8 � -i "' E 338 � � 330 m N 18 19 20 21 � , z � � W C � c 0 z 394 � o s LL N � � i � � O 386 Z 3 a � d 378 >- � 6 � O� S� � � � � N 370 � � n �� � � W ^,f O N 362 a W x N 354 LL & < 0 � Q � � 346 - a KNA PROJECr: 0�2��8��4 DATE: 338 01•25-2016 RIW PLANS � � 330 C 23 24 25 26 27 28 J 370 365 36D _ 355 350 345 �O 365 3&Q_ 355 350 345 �O 365 360 � W 355 � 350 345 � N 0 � 3:i 355 355 ''� 140 730 120 710 o�o� E F-a�oz � � 6 � O� S� � � � � N V N 2 � � � � Q U e � W ^ O N � C � N W W 2 N � O C W � N N —�� --_ � _ � � � � � ____ _—_ . -- _ ._'— _ _ �- ---=-------=-------------�-_--_-�;` _• __3-� ___=_—__—%�'- ai55 - � _ _ , � � � � _ _ _ _ _ _ _ ' `' _ _ � � �- � � / ^ \ 35979 1 F. � � 350 K�� �Roiii0ao04 2b + 00.00 �o aATE: ' ' 345 1o•n•2o1s _J � _ -- - -- - ---- ----- ----- -- --- J . i H� i i �i h. ri i i i I i7. rt� �Trr �ri i n�n� n i i i rn i i i i i-rn-n i i i i i�rrn ��i rr II RIW PLANS -L- SR-1635 (MCCRIMMON PKWY) 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 700 170 720 �`� � O N 2 O N � W C fW- � EST�2��SY PS�V DITCH SEE �ETAiL VSHE T 2F e�C� �-_ /i - E � PD O//P�/ /� - - .� ,�;;�� / � � r�BNLl�o�F �,� ,�,� \ �ROHO�J- EASEMENT� � �"��w � �� � , �CDOT�STD�8�8 Oi ��� � � (� ��. . } � _ /� -L- PC Sto. 30+40.36 s�ST�, � -R � � // \ s' SPECIAL LATERAL V DITCH E� p F 585 1� `/ qll � SEE DETAiL 2/SHEET 2F � „� �� �-ao A / � E � � � ' F58� � {�-� �E_ —P� � a '09 � ' �II� `�� E��-�E'� � R = so� PUE : E� �� 9sr z, 44c59L � C'\ E � — � � � Q�ti �� / � � � � � � M��R�MNION PARKW%1Y1 ce'^ sp� � .L_ SR-312� ( - -- _ F --- F� \ I� E p S�TS t/---------_ / __�- oui � _------_ � _ ��E�E—�F � � ,.c„ � RETAiN /� _-_---- _�,`-___ � E � F \ � ,-;--�E� � RETAIN ,EXIST SYSTEb1 � y � �F � C � E �`P\ ` / / � / V �8 jt / i8' RCP-ry � 36' RCP-m ? � � � S/TE 3 - IMPACT ZOOM-IN ,�Q _ � (SGALE: 1" = 40 ) m`` ssaer \ � ;;; — __ ' ou Z`' ; IN(N1=349.9i' \ / � � / � iN�E�=349.97• / I$' R� �. � OUT=349.96' �� / e W x� / � / F � TONJBR�i EMHTCOVER �. i e2�\ �p l/� PLANS PREPqREU BV: �,�''^ Kimley»>Ha Z� �\ Fnxu9E e F-aio� � �zoi r,� � � PERMIT DRAWING � \� � Dl1KE REALTY Li�iTED PARTNERSHiP SHEET 8 OF 71 c3� E�O � / o C F , � � DENOTE$ IMPACT$ W �JI TE � � � W ¢ SURFACF WATER ���q � DENO7ES TEMPORARY I � Q IMPACT$ IN SURFACE WATER C O 2 vc = 3sa 386 Pl = 32t50.00 � VC = 490' EL = 37083, gm 386 LL N Pl = 27+50.00 ' � _ � � � _ � � _ � � _ . vo � : � o K=89 EL = _35688' � � ' � � -r + i _I i � � _ � � ' � o 378 K 98 � rn �. m ` o W k BEGIN MILLING FOR KEY-IN 3]$ ? 3 R � � � .. _ � �'_� ' " --- BEGIN OVERLAY a o � / � cn -- --- I �� J PROPOSED GRADE � -L- Sta. 35+70.00 6 „W W � � � '�` � 1 ELEV = 366.03' I I I� � � -I ��-I-�� -- -- 370 r ti � � i �� f-1/,50% PAVE E T 370 � ,i � i � - -' � �+12.79% ` - -- ----- -_ ___ RECL�ATION - �� . ..----•�-.._.._.. ._.._,._.._.._.._.. � - - - - -� 362 , .. _ . _.. _ (+�.88% EXISTING GRouNO `` � � � - ' - - - - - - - ` I 362 �' � W � � � I V � Z / \ ' ' I � ' II - � O R (+)279� � . � - ' - - �� i W � � '/ _.__._ � ��.s'�� - - Dl �H GRCADE LT �� END MILLING FOR KEY-IN � � - �i � END OVERLAY ;. 3 �J4 � N 354 r f f. �+�63`L•' BEGI SPECIAL L- $TA 33+50 END GRADE � ELEV = 36770' _ I - - - - - _ __ _ DITCH GRADE LT - - - - - - - - - BEG/N PAVEMENT RECLAMATION W -[ - STA 3/+pp ELEV = 365.50' � �--! �- � � -L- Sta. 36+00.00 „ ELEV = 365.58' i - _ 346 E o sPEci�u �__.__:_ :_. : � I : � 346 & DITCH GR E U - -- -BL- 6 -- - a -L- STA 29f50 _ _____ _ __ __ _ ' -L- STA 36+18.84 OFF 54J2'LT ¢ � ELEV = 358.72' - -------- - - -- - - -- - - -- -- -------- - - - ---- - -- -- ---------- - - - -- -- -- --- ELEV = 368.U8' ----- - -- - - --- - - --- Q � � 338 338 - ' � - - --- - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - � --- - - - -- -- - - - - - KNA PROJELT: _.-_'_.-�_.�-_.�--�-_�-_-_,_ -_--,- 0�2��8��Q - - -- - --- - - - -- - - - - - ar --- -- - - - - - -- ---- - - - - 330 ,, I - - - - --- - - - --__ la 330 - - - --- -- -- - - - -- 01•15-2016 � - � � - � � r, � � � - � � � � � - � � �- � _ - � .-� � , � � : -� � � - . - � � -I RIW PLANS � -L- SR•1635 (MCCRIMMON PKWY) N 322 � N 29 30 31 32 33 34 35 36 37 38 PLANS PREPqREU BV: � � TOj�A/ OF CARY �^ ,,,� ; \ � r%Hor, PUBu�, �tm' � � O )) ��� �. �, Kim ey >Horn gP CiA� LATFpRA 'y' DiTCH -- � - � �- EASEME /� � / / SEE DETALYI/SH�T 2F '� �� ; I�STALL HEAD�ALL , � �� �� Z� � �� �, `�� � �. � N DOT STD.B B.Oi -L- PC Sto.30+40.36 15 s�5��, !.�' � � �`� FAx"9� ,.. � SPECiAL LATERAL y'DiTCx /E� p F 58, � � q � ., � ���N� Foo_ �� � SEE DETAiL 2/SHEET 2F �� �-no Q E � � _ _ _ // ' � � tn� p `�� \ . ��� � �� � �E �YDE- � � � R �= so� P E58 - ��- ��i � � �t}. � _ � � —PDE- - � d +09 � v U , � �'k E C �� � � - '� E esr - - r a 4�9= _� PReMi1Q1�NARY PLAN9 \ � � - - � - �- � . _ .. _ . \� .:` � P�� G� � / a � � .-E �_�, C� � E �P� � � , N�f ; GE -- � � �B_ REPLAC 4 D \\�� 1 SEAL 1 / P�E � ��\` � � % � � � � E e�/ � IMMON PARKW%1Y1 cea SpN ` ��`V e eoE/� �.� L SR.312� �M�CR "' � � ' - - G ' -______-- - L __- -________-__-�_ E PpE� ' � _ _ _ F - - - F� \ E�SUTSiC,B/ -----_ _-'_- _ _ x �E F � � `'- - _'-� �� �� Di _ - E F �\ � \ RETAiN / -- �- � � ' / Di - � � +os �`�' \ �' ��; � � `- `P �E— �R- - - - F .�r � /� � F i � E �, �-, � c � , � q E D REiAiN ExiSi �; - v "Q' �� � C , 50'&700' 950 $YSTEM _ i Q C / � / .:,i' .._.� p� �9 RGP.\ � // / B� v � jt � / i8' RCP-ry .\ ��� Q �� S/TE 3- IMPACT ZOOM-IN 36' RCP-ni �� ✓ !— ` ; cB = Q. '�y (SGALE: 1p = Q� � Q�� '=354.6r �\ TOPc352. �� r ;.IN(N1=349.9i' � � 0�- � �;. W�E�3n9.9�• � � j / I$' R� �. �.OUT=349.96' 1 \ � e � W X� Z I � � / � � TONJBR�i EMH TCOVER `. �. > �p U / BZ l% 7� PERMIT DRAWING �/ � Dl1KE REALTY Li�iTED PARTNERSHiP SHEET 9 OF 71 c3� E�O � / o C F , � � DENOTE$ IMPACT$ W �JI TE � � � W ¢ SURFACF WATER ���q � DENO7ES TEMPORARY I � Q IMPACT$ IN SURFACE WATER C O 2 vc = 3sa 386 Pl = 32t50.00 � VC = 490' EL = 37083, gm 386 LL N Pl = 27+50.00 ' � _ � � � _ � � _ � � _ . vo � : � o K=89 EL = _35688' � � ' � � -r + i _I i � � _ � � ' � o 378 K 98 � rn �. m ` o W k BEGIN MILLING FOR KEY-IN 3]$ ? 3 R � � � .. _ � �'_� ' " --- BEGIN OVERLAY a o � / � cn -- --- I �� J PROPOSED GRADE � -L- Sta. 35+70.00 6 „W W � � � '�` � 1 ELEV = 366.03' I I I� � � -I ��-I-�� -- -- 370 r ti � � i �� f-1/,50% PAVE E T 370 � ,i � i � - -' � �+12.79% ` - -- ----- -_ ___ RECL�ATION - �� . ..----•�-.._.._.. ._.._,._.._.._.._.. � - - - - -� 362 , .. _ . _.. _ (+�.88% EXISTING GRouNO `` � � � - ' - - - - - - - ` I 362 �' � W � � � I V � Z / \ ' ' I � ' II - � O R (+)279� � . � - ' - - �� i W � � '/ _.__._ � ��.s'�� - - Dl �H GRCADE LT �� END MILLING FOR KEY-IN � � - �i � END OVERLAY ;. 3 �J4 � N 354 r f f. �+�63`L•' BEGI SPECIAL L- $TA 33+50 END GRADE � ELEV = 36770' _ I - - - - - _ __ _ DITCH GRADE LT - - - - - - - - - BEG/N PAVEMENT RECLAMATION W -[ - STA 3/+pp ELEV = 365.50' � �--! �- � � -L- Sta. 36+00.00 „ ELEV = 365.58' i - _ 346 E o sPEci�u �__.__:_ :_. : � I : � 346 & DITCH GR E U - -- -BL- 6 -- - a -L- STA 29f50 _ _____ _ __ __ _ ' -L- STA 36+18.84 OFF 54J2'LT ¢ � ELEV = 358.72' - -------- - - -- - - -- - - -- -- -------- - - - ---- - -- -- ---------- - - - -- -- -- --- ELEV = 368.U8' ----- - -- - - --- - - --- Q � � 338 338 - ' � - - --- - - - - - - - - - - - - - -- -- - - - - - - - - - - - - - - - � --- - - - -- -- - - - - - KNA PROJELT: _.-_'_.-�_.�-_.�--�-_�-_-_,_ -_--,- 0�2��8��Q - - -- - --- - - - -- - - - - - ar --- -- - - - - - -- ---- - - - - 330 ,, I - - - - --- - - - --__ la 330 - - - --- -- -- - - - -- 01•15-2016 � - � � - � � r, � � � - � � � � � - � � �- � _ - � .-� � , � � : -� � � - . - � � -I RIW PLANS � -L- SR•1635 (MCCRIMMON PKWY) N 322 � N 29 30 31 32 33 34 35 36 37 38 � / /� esr/ //�� � /� ��+/ ���,/`",�"- . ? �1 \ � / �/ � / _--'- / .�:J�/ ... RETAip �EXiST �/ / SYSTEM ,� /� /�� \ ISBKBUS \\ """" .. � / // / ��C } / �� '•' (` // �� � SEPSEC3iALp LATERAL 'y' �iTCH �`' �\ // � . , SEE DETAiLYI/SHE�T 2F �./ �� / nvv 3ez2e. �N�F GRA�E AREA TO DF�AiN JOSEPH , �yILKERSON TO PROPOSED 2GI- / ; RE�10 E i' OF EXiST � � � /� /� .� \ \ �/ /�` � PROPOSED��SVSTE�IN . ��. YIOODS / T �c J, � 24' RCP-III � A�6 / /`' ' n� iNro Exisr ��h M Di CH pp'E'' e '� �� �r � PUE PUE � PUE � PUE �:��/ / � e C c _ — — — — — � U/ I 1i"'�- �I--� R ���------ � � ^ z�-�- - '��—� ��-�' m m / � m m BEG/N CONSTRUCTIUN -Y2- POT Sta. 10+48J - NCRR CORRIDOR S/TE 4 - IMPACT ZOOM-IN (SCALE: 1' = 40 ) 386 8�=:_. _.. ..-= - --- .__.. ... e� .y Ei 378 370 362 354 346 � 338 � 330 � N 322 � N -Y2- Sta. 17+20,00 ELEV - 368.54' SITE �ti � sz � j � , �ti �CSDOT �STDA8i8 2i 54' RCP-III _ REMOyE ExiST 4' X 2' RCBC _ 10 11 12 13 14 i5' i5' RCP-ry— RE OVE 4Nyy� REPLACE SYSTEMEXiST �� �j%� TH�COyER TBJB � . �. Lli: ' � ` i�. ABArybONL.AND� / RE T AiN i8' RCP-ry .. AN� � SITE 4 PUE _'----I_ SEE�D�IFiLT2RSHEET 2F�H \ 9 �r4�ti REMOyE � C � i — PUE / C � � � — — �- — — —� — — — — � � \ \\ \E�10V� PLANS PREPqREU BY: l�OZ ����,8 Kimley»>Ha Oy� � ��c e F ao_ � ( I m SITE 4- IMPACT ZOOM-lN m m i I (SCALE: 1" = 40 ) PERMIT DRAWING SHEEf 10 OF 71 �DENOTES IMPACTS IN SURFACE WATER VC = l50' VC = 296' Pl = 20+OOA0 Pl = 15ff3A0 EL = 372.32� 386 � EL = 362J0' � � K = l0/ � c K = 8/ ry � -- ------ -- -- --- N� ¢ �� i � � ;, ; „„ w W mn � =M ', o� +� 378 � � � � � � a - - '� W d - --------- - - - � - - - - �PROPOSED GRADE � �+)2J0% r � ' ' I ��� I I-I I-I ,- '�' --------------- .,,., �� _--' o� _-- q7�� 362 � � _ • �+)�J�z-------' _.._.._-� �+13 : �� ' � E D SPECIAL -- --_ -II � „� DITCH GR E LT $ "' � i I i i i i i i i i I BEGI SPECIAL -Y2- STA 18+00 ` � `" �T DITCH GRADE LT -- ELEV - 36620' -- I� g 354 ` r2- sra �s+so _ N ELEV = 361A0' - ������ ������ � _�_����� W I �-������a � � � N � W PIPE HYDRAULIC DATA 090 090 .��P ORAINAGE AREA = 2/A AC DESIGH FREOUEHCY = � 50 YRS DESIGN DISCHARGE _ �A CFS DESIGIy F� ELEVATION = 357.60 FT l00 YEAR DISCHARGE = 47A CFS l00 YEAR l� ELEVATlOIy = 357.7/ FT OVERTOPPIA/G FREOUEN�' _ �.�RS OVERTOPPIIyG DISCHARGE _ � �98 CFS OVERTOPPING ELEVATIOA/ = 363.76 FT 15 � � lII 18 346 N W � '� � Q W` � � ? 338 = ¢ a i ~ U KNA PROJELT: � 0�2��8��4 DATE: 330 to•v-Zo�s RIW PLANS -Y2- NC 54 (CNAPEL HILL RD) 322 19 20 9 0 � � fW— C � N 0 � 0 3 0 � � � � � esr/ //�� � / � � ��i���;, � �l � / - // \\ � / 1 �� � ` � *� ' � � . RETAIN,EXIST / �� ���� iseKeus �� �" � - - - " � � SrSTEM / � � � %�/ � _ �� / � - - }/ � ��� ' �y ,/'� � I � ` � � ��' � PgEC3IALp LATERAL 'V' ��TCH �i`' V\ ; J'� i � �- _ - ', /� l i �' � � ��.",,. _ _ -_ �EE DETAiLYI/SHE�T 2F ,� ; �� � �)� ,/ iNV 6z2s% ' - - _ _ � �� �N/F � .. GRA�E AREA TO DF{AIN j / i � ; � _ , J05EPH , �yILKER�.ON� r - TO PROPOSED 2GI-A ,r �/ `Y /� �� //� ' � _ ` _ _ - � 1 I � 7 �� � ' .� 54�RCP AN �F EXIST .. `, �Wo6o5: / ..� -�/ �� � /� . � i i � \ \ /�/ {�` � PROPOSED �vSTE�IN 24' RCP-III � /- � � �/�' � n� iNro Exisr ip �,. �p /�M, �i Di CH � PUE � � PUE PUE � /�� i // ' �E e� __ c___--- - _j=-!��`'�I--{ R __�------- � -- > > ^ � � � ' -� - _ - - > N N — � � — m m W ' � / � — - ,� SZ 7 � � �\ TT F , � r Vi LLJ � J � , , _ � _ : _ : � �Te� F Lr RETAIN .EXIST SYSTEM ti. LL�.� RE T AiN i8' RCP-ry A��F�LL,� AND� JE zL7-a- - m m _ _ N!'_Sd LNdP ———� — — �, �ti — - _ _ _ — ' — BEGIN CONSTRUGTION � sTAu HEAOY�au — — — — — — _ = =r� z = - -Y2- POT Std. 10+48J N�Dor STD. a 8ai soi�cr+a�E� i � _ _ 54' RCP-III �- ----_- NCRR CORRIDOR F i / F 4EMOVERCBC T -,- _ - .. � / 2 _ S/TE 4 - IMPACT ZOOM-IN (SGALE: 1' = 40 ) 386 8�=:_. _.. ..-= - --- .__.. ... 81 .y Ei 378 370 362 354 346 � 338 � 330 � N 322 � N -Y2- Sta. 17+20,00 ELEV - 368.54' VC = 296' Pl = 15ff3A0 EL = 362J0' K = 8/ SITE 4 PUE �J � _ ` _� � � � i5' i5' RCP-ry- RE OVE 4N� REPLACE E�i THJBpWER TBJB � % V ABA�bOry�� SEE�D�AiLT2RSHEET 2F�H \ 9 �l��ti REMOyE �� �� � C � / — PUE / C � �- -� ---� ---_ ' \ \ \\ \E�OVOi , ,�. , � .:, �� � - --- -,,,�,--_ -� -_=-�- ==`-_-: ='� _____==��__— ——--—-——_, N m SITE 4- IMPACT ZOOM-lN I (SCALE: 1" = 40 ) 10 11 12 13 14 PERMIT DRAWING SHEET 11 OF 11 �DENOTES IMPACTS IN SURFACE WATER PLANS PREPqREU BY: l�OZ ����,8 Kimley»>Ha Ob�, I Gzca e Fao VC = l50' Pl = 20+ � EL = 372.32' i K = l0/ +� � i Z 0 � � fW- C 386 � o � LL N c � � � � o 378 Z 3 a � d - --------- - - - a - t+)z�u� ' 370 - - - ____------ � . . , , . , , . . . � � � � V � � _ O Z _-- q7�� 362 � � _ • �+)�J�z-------' _.._.._-� �+13 : �� ' � E D SPECIAL -- --_ -II � „� DITCH GR E LT $ "' � i I i i i i i i i i I BEGI SPECIAL -Y2- STA 18+00 ` � `" �T DITCH GRADE LT -- ELEV - 36620' -- I� g 354 ` r2- sra �s+so 0 ELEV = 361A0, _ - N W Q � N , I�-�L�i-i�u�i � i i i i n i-i� i V �� W PIPE HYDRAULIC DATA 090 090 .��P ORAINAGE AREA = 2/A AC DESIGH FREOUEHCY = � 50 YRS DESIGN DISCHARGE _ �A CFS DESIGIy F� ELEVATION = 357.60 FT l00 YEAR DISCHARGE = 47A CFS l00 YEAR l� ELEVATlOIy = 357.7/ FT OVERTOPPIA/G FREOUEN�' _ �.�RS OVERTOPPIIyG DISCHARGE _ � �98 CFS OVERTOPPING ELEVATIOA/ = 363.76 FT 15 � � lII 18 � 346 -' N W � '� � Q W` � � ? 338 = ¢ a i ~ U KNA PROJELT: � 0�2��8��4 DATE: 330 to•v-Zo�s RIW PLANS -Y2- NC 54 (CNAPEL HILL RD) 322 19 20 9