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HomeMy WebLinkAbout20160212 Ver 1_Phase 1 Buffer Permit Drawings_20160302See Sheet 9-A For Index Of Sheets See Shee1 1-B For Corn�enlional Sheef Symbols UTI LITY WATER COMPANY 7oWN oF CARV WA7G2 RESOURCES 376 N. ACADEMV STRFET CARY, NC 21513 (979) A62•3830 TEl CONTACT: STEVE BROWN SANITARY SEWER COMPANY 'OWN OF CARY WATER RESOURCES 3'.6 N. ACAOEMV STREET CARY,NC 2iSi3 (919) 4623830 TEL CONTAGT:STFVFftROWN NATURAL GAS COMPANY PGBLIC SURVICE KATURAI G�S 245? SCHIEFFE�' IN ROAD APGX,NC 7502 (919) 367-2720 TEt. COfJ-ACT: VAKIMA BOGAN FIRE CHIEF TOWN OF MORRISVILLE POICE DEPAR7MENT 26o-C TOWN HALL DRIVE P.O. AOX 166 MORR�SVILLE, NC 21560 (949) C83-8127 TEL CON-ACT: TODD WRIGHT EROSION CONTROL NCOENR oivistoN or �nNo a[sou�ces ,-�800 eARETT DRNE RA1 =1GH, NOR i H CAROLINA 27609 (9'3) 791-4200 TEL GONTACT:JOEDUPREE TELEPHONE COMPANY CCNTURY LINK 7C6 W. CUM3FR'�..AVn ST DUN�. �C. 2A334 (970) 980.2228 TEL CONTACT: GA�Y NORR�S CABLE TELEVISION COMPANY TItiIE WARNER CABLE �Oi INNOVATION AVE. SUITE ^.00 MORRISV�LLE, NC 27560 (913)573-7067 TE� COMACT: DALE RADFORD 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 MORRISVIL�E ENGWEF.RIN6 DFPARTMENT 474 AVIATION PARKWAY MORRISVILIE. NC 27560 (919)Afi3-7071 TGL CDNTAC7: RIAKE M�IIS POLICE DEPARTMENT TOWN OF MORRISVILLE ?OIGE JE7ARTMEN' 260-C -OWN HAL: DRIVE P.O. C+OX 766 MCRftiSV�l_LE, NC 27560 (919)463-1600 TEL CHIE= OF POLICE: IRA JONES DEPARTMENT OF TRANSPORTATION NORTH CAROI_INA DFPARTMENT OF TRANSPORTAT�ON DIVISION 5 DISTRICT i OPFICE 4009 DIS7RICT DRIVE ftALEIGH. NORTH CAftOLINA 2�607 (979) 7337759 TEL COMACT: REID ELMORc PLANNING DEPARTMENT TOWN OF MORRISVILLE PLANNMG DEPARTMENT 26P8 TOWN HALL DRNE MORR�SV�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 MnRRi,SV1�LE KIMIEY-HORN AND ASSOCIATF..S, INC. McKIM & CRF.EC) CH ENGI\-=��IVG, PLI.0 TFRR�CON ENGIN�ERNG OcPAR � MENT 30C � WESTON aARKWAY 700 MACKENAN COURT 32Z0 GL.��=.N ROVAI ROAO 7401 ftRENTWOCD ROAD, SUITE 107 c 14AVIATIONPARKWAY CARY NORTFCAROLINA275t3 CAftY NC27S77 RALEIGH �C2/fii! RALEIGH NC27604 : O C 5 fi7 -4' - 9 3. 0 T Sfi-5 fi2 E 5 U� RRISVILE, N 27 60 919 8 94 i EL 19 2 3-8 91 EL 919 2 4 TEL 919 36-29 O TEL ( ) ( ) ( 1 ( ) (9-9) -63=7C71 TFl (BiB) 6��•Zt55FAX CONTACT:9I.AK= NII.LS CONTAC7: MAT- W'cST, P.E„ AVS COVTACT: -IM VAN G:=LDFR, PL5 CON:ACT: MAHA A. CHA�i8lIS5, P.F. CONTAC �: R.I. EV� 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 IN THe OF��C,E O�: ■ ` / /1/ / / Kimle Horn v P.O. BOX 33068, RALBGH, NC 27636-2050 PHONE: (979) 677-2000 FAX: (919) 67&4185 NC Lir,ense. #F-0 � D2 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 BUFFER DRAWWG SHEET 1 OF 10 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. TH D MENT TO CTI I[R wlTl I TI1� CONC�PTS aN� n'S1,^,.� PRC CNTED HERE N IS OCU G 5 S 1. AS AN �NS?RU'vtENT OF SFRV�CF. IS IN-FNflF17 CNI.� =CZ TH= SPEGF�C ?URPOSE ANO CLIE�T FOR WHIC-1 IT WAS �R=PAREJ. REUSE OF ANJ IU�PROPER RE�IANCE ON THIS DOCuNE\' WI'HOUT WRITTEN AUTHORIZATION AND ADA°TATIOV BY KIMLEY-HORN AVD ASSOCIATES INC. SHALL BE WrHOUT lIA9ILI i Y TO KIMLEY-NORN A�D ASSOCIA � E5. �NG. �ATE FlLE NIJMBER SHEET NUMBEF TOTAL SHEETS 01-25-2016 1 X coaraicHr m zma DETAIL 1 SPECIAL LATERAI 'V' DITCH ( No+ ro Swie) o � [�i Nut�ral F'.� � '�.1Na Slope Gmvnd �o8e� D F\o ti / Min. D= 1.0 Fl. Max. d@ lA Ft. Type of 4ner— PSRM FROM SiA.77+00 i0 STA.74+50 -Y2- �LT) FROM STA. 27+20 TO STA. 29+50 -L- (lT) c a R a � hp G � O 3 0 � � E � O O � � N O 6� 0 � � � Y � � � N DETAIL 2 SPECIAL LATERAL 'V' DRCH ( Nof ro Scale) Nvto.ol � 3.� °e� Fili Ground F�) r D F�o�� Slape /o��Qr 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 -L- (RT) FROM STA. 18-92 TO STA. 79 �-50 -L- �RT) FROM STA. 24 -� 00 TO STA. 26 +� 38 -L- (R'O PROM STA. 37 �i� OD TO STA. 33 i- 50 -L- (LT) DETAIL 13 STANDARD BASE DITCH � No� ro Scok) Nowral Not�rel Gro�nd 7�� D .L�� Grovnd d � �emeaile� g Min.D= 3S Ft. Max. d= 2.5 Ft. 'when B is < 6.0' 6= 5.0 Ft. Type of Liner= Class 1 Rip—Rap 20M STA. 27+OS TO STA 27+IS -L- (Ll DETAIL 14 PIPE OUTLET CHANNEL � Nor ro Scale) Propos'ed Pipe � No�vrai � Netv�ol Grovnd ?�� .y�� � Geoiexlik l�r�sdictieno) � Insfoll riP rop $iream toQordinary high w ler mark Type of Liner= Class 1 Rip—Rap STA. 74 -t 42 -L- (R� STA. 28-40 -L- (RT) BUFFER DRAWING SHEET 2 OF 10 PLANS PREPARED BY: Kimley»>Ha G2G14 E F-aicz 0 W C W x 4 s a z a d ! � d � O � � � _ � � N V N Z � � n � � u � W ^,f O N a N Z 0 v N u W � 0�1��8��4 �are: 01-ZS-2016 RIW PLANS 2F N 2 O H S W C F � W � N C z O � O 3 0 i i SiYPAV�4�T CAP17AL C6VaF'ORA'�iOiV ' I( O n;'� � �V000s �IPF `�= ~ - -- ---- : �—__— — — — — — — -- -�— -- s,,W� , , , .=g_-II - - � �µ ----1 �'r� � ,� � '"--�� I o ' I� �� I I y. � BUFFER DRAWING SHEET 3 OF 10 ����� hLLOWl�SLE IMP'�CTS ZONE 2 386 �,i�liiiiiiliiiiiiiiiiiiifiiiilfiiiiir�l�iiiir�iii�l 378 370 �""-�- ISFO � 4 � ; v��� SEE�DE�TAiLT2R5HEET 2�FCH � t� SPECiAL LATERAL 'y' DiTCH- �� SEE DETAiL 2/SHEET 2F l�STA�� HEAD�ALL Foc e�ocK � ry DOT STD.B 8.01 STRUCTUFE \ j�j,y�.rr,`�� PU�PUE �' I' ! `.; � C PUE � PUE _� PUE C — PU/ ��� ���--CPUE _ — — C — — — — — — ' — — — — — — - R C � � R � —'fBl1RIED 0 < .� ._ a� ��-- c I m I C E� I r � SEE�DETAILT2RSHEET ZIFCH BEGIN MILLING FOR KEY-IN BEGIRI OVERLAY -L- Sta. 10+35.00 ELEV = 362.36' 362 --———————---——�-- 354 � iiliiiliiiiiliiiiiiiri, EXISTING GROUIyD �,_��_�___�_�� �, 346 � 338 � � 330 � 0 N � N � , ,�. ,., > , ,� z,: � ' _ ' � /// � E'—— —'—� V� f i . / -'T-� ri T-- REMOyE " r° � �� � i5' m � � C I . ' <., �' .� H ti % � �c a EST52 TONSP RAP ' i Esr 7 5r GEo � RfTq�N N / SITE 1 BSAEENKpSE 0NN}�LLYRAP EST 20TTONS�SHEET 2F EST 39 SY GEO EXISTN 18 PIPET OF p'�.N.Gt:•. LM�i,i�,yt. � PIPE HYDRAULIC DATA oaai oao ��P lB�RIED 0J7 OOEC£0 3E RCP ORAIIyAGE AREA = 19.2 AC DESIGA/ FREOUEA/CY = 50 YRS DESIGN DISCHARGE = 42A CFS DESIGN I�YY ELEVATION = 358.64 FT l00 YEAR DISCHARGE = 45A CFS l00 YEAR Ffy� ELEVATIOIy = 358�81 FT OVERTOPPIIyG FREQUEIyCY = ) l00 YRS OVERTOPPIIyG DISCHARGE _ � 7l CFS OVERTOPPIHG ELEVATION = ��L4ZET NOTES PLANS PREPqRED BY: ,�1 1. LEFT TURN DESIGNED ryO TO ACGOMODATE PASSENGER �CARU-TURNS Kimley»>Ha 2� � �� �Pp I GzC9 E F-��o � PUE � PUE _�� PUE � PU� � i5' RCP-ry � _ �_ � EST52 TONSP RAP 15' RCP-IV W ——_�ST T SY PafO_ _ � — � VZ7 � ` ---- - '''_ g � , � , � � � � J I � � _ _ W _ —� — — — i C PUE�— -- — PUE� U % �� E � PVE I / � � CLASS 'B' RIP RAP � EST 2 TONS EST 7 SY GEO LATERAL 'y' DITCN AIL 2/SHEET 2F 386 0 _ LL c W K „ „ „ � .i � _ _ 378 Z ------ S d .._.._ -_._.. -----------:_::_..— ---------�-� .._.._. (+1�.74% - ----------_-.._.. - - ------------- _ _ .. .. .. f-1/.97% � -��-.._.._.._.J-1/.9/% ,_.._.�-f )2b7% ------ ---------- + �..,�• � � f-J2B4% -------- . _.._. �_.._.._.._.._.. _.._.._.._ END SPECIAL m b DITCH GRADE L � � � . , �', -[ - STA I7+50 N� PROP 42' RCP � �- ELEV = 36279' � � � ' � � fBURlEO 0.7'I � I �� I�� E D SPECIAL r , � - i DITCH GRADE RT ��� BEGI SPECIAL � W ii -L - STA 13+50 "� � DITCH GRADE RT � - - --- ELEV = 35589' � �' -L- STA 15+20 -- -- --- - -- - -- ---- i � ELEV = 35920' �rrrr� _ . . . �rrrrrrrrrm—rr rrrT�rr�l�rrrr rrrTl�rrrrrrTT - . : �T�m rrrrTTl�rrr rrrrr�l . �ri :�] 10 11 12 13 14 15 � 370 � 6 r� Z Z W � � � N 362 � � ; _� � e W ^ O N a 354 W 346 LL & z Q j x 338 — a ' KNA PROJELT: 0�2��8��4 DATE: 330 �o•v-Zo�s RIW PLANS -L- SR•1635 (MCCRIMMON PKWY) 17 18 T 0 � W C F � � N � � 0 3 0 � � I " I � � � � � I / � I � � � / ' I , i \ y - I I _ � , � � - - � � � � '�� . . . . `, � � \ � i '� � � � I I � � � - - - , � \ � � V A r --�-- � � O I ' �c \ , ' ISFO � ' � � . M , � f � \ � � � `" c � � a � 1 ' - / 1 . � I A , , , �� � _ , , �� , �, - , �� .;' �, � � `� i� � �� � �-' � -, �� � °�u`� . A ' . � � 1 � �,��� � � � SPECiAL LATERAL �y ' DiTCH / ... \ O � , - - , _ - - . SEE DETAiL 2/SH�ET 2F _ � , � l l � � � i � ' V � � � � ' � 1� � � -- � SPECiAL LATERAL 'y' DiTCH- r \ � \ _ / i SEE DETAiL 2/SHEET 2F � � \ ,, � / ' I' r _ - + _ �.. �\ . , �� � INSTALL MEAD ALL � � � � � � � S°euci°RE `''� ' '' � WEDOT STD.8�8.01 � A 1 � o _ ����AY�� �l ' . \ \ . - ;.� - - - � � � � - - " � ,i:l)�pU PUE � i � �� PUE i ` . � � � I 1 . � �VMWos � ! /� �. . � � C C �_ PUE � PUE _ � _ _ _ � C C �� �r�-� ��� �� . i ' _ . � . f . _ / � ��� �__�� _ _ _ �,PUE _ - - - - - �- - - � � ` 1 / � ��� � A �� < �. � � . . . � � / � p C �y - - - _ _ / �i`, � ., \ �,... ��° � . _ _ �. _ - - - - - -- r C � ._ _. _. ._ - � — fBl1RIED 0.7'Y ' ` // R R - r �_- -- - - - , > - , `�- - �-- _ �-_ _ e , � '� _ � _. _ _ i � --- � -- - . --- - - - - - , �'w_— __ ��_ , -- ��f < < _ _ _ _ _ � - � „ - Cnre � � IT� `-a _I - - � a � �E=E _ _ _ - _ _ � � ` ' ! /f :- ,.,.'I /% NOTES PLANS PREPqRED BY: I ,�1 1. LEFT TURN /pE51GNED ryO TO ACGOMODl�ITE PASSENGER �CARU-TURNS Kimley»>Ha 2� ��\ ,/ � F'� / s Gz�9 E F� o 2 / � / � PReMi1Q1�N�RY PLI / � _�� PUE �— PU� PUE � PUE / � i5' RCP�-ry � 5 _ � _ � � TONS _� � --_�STST SY R�ORAP 15' RCP-ry x ` ` - - - -C - - - � � � � �7 , g + , �' � � � '� , � ,^ J , ' f� F� � o � c E -- F�_, f � ,� 1 � �. _ � � / _ -- / I � _ - , ui __T -r- . ---------rt -- -- - �I� �� �� � � �m ` �-" � ,.� ' l`�i' ��\ �� 1 � I�I � C PUE� PUE �PUE U �� I I I„ � RE�6V5 � M � � Y � \ � � �3h0- - � �` �.�_' I�l � ���' �� l E / � �/ \ / � _ � / I � � � � � � / �1 ��0 L i � � L � S� g'� - - � � � � - -� � � � � pUE ` - / � � � - - _ _ � � � ` � SEE�OETAiLT2RS f�E� 2F CH �ST57 TONSP RAP I I � ° { � l ; .. I � � II i � _ - BUFFER DRAWING SHEET 4 OF 10 ����� hLLOWl�SLE IMP'�CTS ZONE 2 386 �,i�liiiiiiliiiiiiiiiiiiifiiiilfiiiiir�l�iiiir�iii�l 378 370 362 354 346 � 338 � � 330 � 0 N , N BEGIN MILLING FOR KEY-IN BEGIRI OVERLAY -L- Sta. 10+35.00 ELEV = 362.36' � iiliiiliiiiiliiiiiiiri, EXISTING GROUIyD �,_��_�___�_�� �, ES SY GEO _ � y I `�T,��^, 1 _,-.-��� �� l! .��_ SITE 1 CLASS 'B' RIP RAP EST z roNs EST 7 SY GEO BSAEENKpSE 0A�1�LLYRAP L y EST 20Ti0N5/SHEET 2F SEE�DETAILT2RSHEET 21FCH � EST 39 SY GEO � EXISTN 18 PIPET OF ` I 4.N.Gtlx LN� �, Lqt. %� v- . .. ......,.� .. PIPE HYDRAULIC DATA oaai oao ��P lB�RIED 0J7 OOEC£0 3E RCP ORAIIyAGE AREA = 19.2 AC DESIGA/ FREOUEA/CY = 50 YRS DESIGN DISCHARGE = 42A CFS DESIGN I�YY ELEVATION = 358.64 FT l00 YEAR DISCHARGE = 45A CFS l00 YEAR Ffy� ELEVATIOIy = 358�81 FT OVERTOPPIIyG FREQUEIyCY = ) l00 YRS OVERTOPPIIyG DISCHARGE _ � 7l CFS OVERTOPPIHG ELEVATION = ��L4ZET .._.._ -_._.. -----------:_::_..— ---------�-� .._.._. (+1�.74% - ----------_-.._.. - - ------------- _ _ .. .. .. f-1/.97% � -��-.._.._.._.J-1/.9/% ,_.._.�-f )2b7% ------ ---------- + �..,�• � � f-J2B4% -------- . _.._. �_.._.._.._.._.. _.._.._.._ END SPECIAL m b DITCH GRADE L � � � . , �', -[ - STA I7+50 N� PROP 42' RCP � �- ELEV = 36279' � � � ' � � fBURlEO 0.7'I � I �� I�� E D SPECIAL r , � - i DITCH GRADE RT ��� BEGI SPECIAL � W ii -L - STA 13+50 "� � DITCH GRADE RT � - - --- ELEV = 35589' � �' -L- STA 15+20 -- -- --- - -- - -- ---- i � ELEV = 35920' �rrrr� _ . . . �rrrrrrrrrm-rr rrrT�rr�l�rrrr rrrTl�rrrrrrTT - . : �T�m rrrrTTl�rrr rrrrr�l . �ri :�] 10 11 12 13 14 15 � -L- SR•1635 (MCCRIMMON PKWY) 17 386 0 W � � 378 Z d 370 362 W 354 ` � 6 � O� S� � � � � N _ V N �� ' � e N W 346 LL & z Q j x 338 - a ' KNA PROJELT: 0�2��8��4 DATE: 330 �o•v-Zo�s RIW PLANS 18 4 0 � W C F � � N O � 0 3 0 z..��. �l� � �_ \\\\\ �ELF IMPr�T� ?DNE 2 �. �AT�y���,E _r2, STA 20f�00 „_.. gSHEET � OF ioG 'r' � � � (SyEE-T 9J � �-,� ' -� / � � / I �� �� . � RETAiN \ �I I' � 96'BM�o� � v ; y � zD T� o��P� N �i• � _ � Q �� � 1 m _ - �—�� ., . . ( � h ' - - - - - -" � � � 1 I REMOVE � .� <rNERSNm \F- wv ss=. � � `ll '\ 1 T _�� . Z \ � � \ m TIE PROP TgJB TO �� \ Q ' T�DRAiN I. � 9 n ExiST i8' RCP � t �/ � rn RE�O E i5T Di RE / y EX � ' -�- � � � COLLAR AN� E%TEND �W � / 1 . 15 LF - 18' RCP- �Q Q � � i � / �Fj RCP- E � Q I� i � _ '4�1' E Fi / � � , � q - - _ _ RE�OVE 28 LF E _ _ . - - � -�pF E�ST i5� � � - V � � R CB _R p_ rn Q C@ �_ 56' 3,3 467° E � c�B�VER Z • q RCP-III a `� c c � � ' RE�OyE z L` , \ i� a � \ '' Re�ov � (MCCRIMMON � I� � CB — � � � TB ' - - - � � �� -----� - is / � H 55'l6'27.3�'E �E��EF — o� �\ i -1 b � � ESTS2 ONSP RAP �y0o05 �� / � � 1 m � —E - - - � � E EST 7 Sv GEO / �� ' �� � SPECIAL LATERAL y' DITCH I . - " � -� � SEE DETAIL 2/S/HyEET 2F �: �� iB' RCP-ry �� ��� �' � ` ' � ` �W�B� / �.. � � �� �IC� , i � _ _' _ _ _ � — -* � / _� �r5 c /� / „�,� RE�OVE E%ISTvMH V � / � ATCH��E y � �j� � SEE�DETAIL�2%SHEE`f 2F��� i,- .2� $Td n.. � � 15'RCP-ry 394 386 riE -L- NCRi ELEI 378 370 � 362 EN &( 354 E�� � e j 346 8 � -i "' E 338 � N 330 N 18 19 20 21 NOTES PLANS PREPqRED BY: SPECIAL LATERAl,' y' DITCH 1, LEFT TURN DES/GNED EST 225 SY PSRM � SE$E DNETAIL I/SHEEpT 2F TO ACGOMODATE PASSENGER .,.,��L`' EX15��548RCP�F W%ANC�LA5N5 BRIPERA�P�H ARU'TURNS � Kimley»>Ha � EESSTK320p 5TONS�Ep p�� SEE DETAiL i3/SHEET 2F � 36' RCP-m S i35Y. Q' - , EST 25 CY �DE �� _- 30• � �� e F o�o_ RCP-III � "� RCP-III �q, ��� Ozca�s g P � � \ � � � TAL HEAD E � �, � � � � � �P�� � � �� � �� � � � � T W PReELI�QiNARY PLI *' . �„ ,'� < / W u' r� ;-.. - F, �� -6p• 4�i�-ic� �'�, i tZi� � -'� ��_ l--� ' i y{� 3��� �g ,� � �PDE �� � � -�" - � ��-- i r , � . 'C'iJV:'i'� � .,� ��" `_ �.� I j � _ �i Y .a���s f ____Jra.� - � _ �'s, r � s .� �, � �-�_ —�_-� CB' /. =�� _ --_ - -";e;° ii <' N i5'RCP-i � � , 3E'?,CP-m-J,�-��- `� Q � �r,, \• -- �.�; 5�° e: P.m ` �_� ' t~ii •//J j 1O/ ��.r�� .�j �_�-- � ♦ �� � ��l` �` RC?-III \ `� —�____ J c 5' RCP-i . . ',:�C _� CB ` �. � 2 RCP- CP-I ��i �`'�'� �r , � -- � � 'e t� -- - _ CB �_ _.� �'A G� U �� �) � � � F � � ��'' '�A � �� � ' QO`� E _ 4 �- -- - - ` �s"' €�,_-/' � � �EP i8' / E"jO�F' �� 60' RCP-IIiJ v SITE 2 ��oo�`ST�"��8�� 55 I�R�IPYRAP ES EaTAIL i54/SHEET 2F �p�a EST 75 S�NGEO P`�' �� AET4iN 9�•�4�'�' � , z � z � C O 2 394 � o s LL N � � i � Y Q 386 Z 3 a � d 378 >- � 6 � O� S� � � � � N 370 � � n _o � e� W ^ O N 362 a W x N 354 LL & < 0 � Q � � 346 - ¢ a KNA PROJECr: 0�2��8��4 DATE: 338 to•n-Zo�s RIW PLANS I -L- SR•1635 (MCCRIMMON PKWY) I 330 C 23 24 25 26 27 28 J / � 1 � � � i AT�H�iHE I � � � I I l �� � 1 ������ l � . / ��� Z � i r �' � , _ � �' i // / �' �I �I ���-q� � � /.' / � �, .'l� i a � i , , � ir ' .�7 i � � � � � �l _.�"� /-�- / � % l l l �� '�� � I � � �`� ` .J � . ,�( 1 � l Q , . �� / / T�DRAiN �l _ _ �l � i -a - - _ / i � � - - � F/ Q � � � �j V � / �V \ � � 5� 33 467' Z � - �I C '_ _ C \ / 'L` 1 � � � ac� i �\ �j � \ 1 � � TB \ i � i i �5 - <, � CLASS 'B' RIP RAP � �yoo05 � / � ` EST 7 SL�NGEO y � � � / '� $EE� E�TAILT2RSHEET 2�F�H � � '�, 'I � : % �Q � (I I �j / C� � I � � �r- _ � / � J � '\ / / / � _ / 394 386 riE -L- NCRi ELEI 378 370 � 362 EN &( 354 E�� � e j 346 8 � -i "' E 338 � 0 N N �SHEEr � ����� i1� OTES PLANS PREPqRED BY: \ � \ � \ � \ \ ' , .. .. a � �y'..: � `� _- f � 5ST�225 �SY PR� V' DITGH , 7�� RN DES/GNED -�..�.�r��� - . _.+E SR i , �,�,����' ;�,�..�,�; .,e..� w^, r _-_��e z �. �� � . �� . � �� SEE DETAiL�IKH�T-2F ��i irdACGOMODATEPASSENGER IIYI O �� � � RE�OVE 8 LF OF � TAiyDA� BiK�-pITC AR U-TURNS �J � �, � �.� � �o � \ . � _ EXI T 54' RCP � C "Ap5�5 .hRIP- RkP � - � K' le »� fl �Y2' $TA BUFFER DRAWING �� ��' ��� �� � � � � � _ _ _ � � �S�K�O 70NS' ` � � �� �• �� 20f i � � � �%�� � ����= . r r o � �� (Sy ET SHEET 6 OP 10 � � �� ; �� � . � � 36• RCP-�n � "� � � � S�E �r���� �i�H�Ev 2�� � � �' \ � Fa eox iiosa E r �� ' RA� � i � � 9J -� � ' � � ,� � _ ` EST 25 C,w DDE '� � ��� Fax"�9 11 � � I v ��. ��� . � ey.em� �Yn��. �� - -� � RE�A��y . � � � RCPyII 24�' � � i � � � � _ � - _� � ���j �zcaNSE F ao � � � � � � �� m 1 ZD ���� � ' �u1�P< <' � ' ,.� N � � �� ��RCP-III � _ �$�'-� - � � � 4�' � �F � � ` � � � � • �Q.O .. , 0 � � � I REMOVE / ��..� ��� .��tiNERSN�' C�- � ` �� � iNv'�s� � � � � � ��'�� � � � � - TAL HEY�D E � � , � y � , � � / . � � j � � � (� �L� � � � � V� � \ Q�' 1 r'* �� � � � / � W P�.e��.e.�u:aN�aAiRYmn �l \� •, � Ezi5TRi8PRCPJB TO ,' �' � �r ♦ 1 �� � �� �\' �: ,..�. . . f :, i' � tn � I . m �'. z �� 1 � � � d 1�� �� i �� F\4�N-ic� �"gi'/ _ � ' , .s� I '' t � / A I� � RE�O�/E F� i5T Ai � RET� PDE F Kv� ,� f, r _.�`�` -_ � 0 / � � � COLL R �D-ExTEND'... � - _ W� + 1 ..���\ H � • -.__ 15L�-i LP- �.� - � �,`�y.�.�y� ��` � ` � -- r. ✓�, � 5 � � / ` FT � , RCP- E � � ��t' � , _ � � ='�-� ''., b -- � �: .- - - - - �� � . �_ __- g/. � �"J';e;p �i ? N \ � _q 4�'V E E. � _ _ Fi � � i5'RCP-i ;, � 3E ?,c� m J� ���-\- _ _ Q � q _ - �E�OVE 28 LF ��E _ _- � I � !�. ^s. _- ,r-�.-: c0 P:P.yi r � ��- F- ' F ; �. F E�ST i5'� - _ c _ , F � ,..,. - � �^ .�.i0o � ,r � � .. i� �� � __ � Vl / � � - - - � - � R � , �B ' R P" � . m CB � t� f , ��l•-> _ � �,� � �__ � \ �@,/ B / � Z �- � � — c ` Rf'�-III � — .� 1 E � � c MH �ER RCP-III D/ � i5' RCP-i .. a .� .� < .. � �-\ l ����' �. �► 2 � � REMOVE \ � / 0/ RCp' �P�- � �f �'�'� �' , - � � � I .�B � �' � �.��-q `.. �% U I� -__ a � � . �,i�� C),cA �� � ' aebloy � \ (MCCRIMMON � � r � � ; �� � � �ti � �c Ce _ _ . — � s>F' �R�� � E�� ��' —�.`�� ---- �- � ! �I . - \L.._ " iJ �/ ' �... � 1 �� /1 E-A �` _� - - - - - � a � ' � � ��iP i � 8\ � -�� � �Y �6' :� -� � / l H 55' l6' 27.�" E�� E �--� ` =c✓� _ � a ' — � � � pa , , " _ vg� ' / 60�RCP-n� � �: m � . �E t- _ _� ..-..� � ryCD0��5iD��827 , , , , � � � � , SITE 2`, . L,4 , � . � \ / / � `\� - / , �'\� 1� �EZiW I RNiP RAR, � � � �-..� � - "i'.-. / � _ 7 IB'RCP-IV � - � /�: . / I �, 4E�T1QY14/$H�'E\2F I �"� V I _ � � � �w e � � . � :: � � : � � n0 �� �� / �/� �,�. ��T 7� Sv�EO � -� � v � _ � r � I + � � — � � � :� t � \ � - �,,� �3 ` i `�� � ���- � - � .,� �— — � � � � , ��'\ � .�'�' �- � / rn .. -� ,.�\ \ I . - - - - - RE�VE �y( .. � � � Y� �/ � '' _ - _ � Rf:T'`�jN � � RE�OyE E%iST MH � ' -- - � I � � 9�,. � � � � ` \ � , \ � \ I = � . . � ���� �, � :�9r\ ' / � � f �� � � SPECIAL LATERAL y DITCH � / SEE DETAiL 2/SHEET 2F ��l �tEN6y�P,�V 19 20 21 22 2 � C � C 0 � 394 � o s LL N � � i � Y Q 386 Z 3 a � d 378 >- � 6 � O� S� � � � � N 370 � � n _o � e� W ^ O N 362 a W x N 354 LL & < 0 � Q � � 346 - ¢ a KNA PROJECr: 0�2��8��4 DATE: 338 to•n-Zo�s RIW PLANS I -L- SR•1635 (MCCRIMMON PKWY) I 330 C 23 24 25 26 27 28 J PLANS PREPqRED BY: N � _ '�� (,�5� �,��+���� i� � �''� Kimle »>Ha EST 2� �SY PSRM V DITCH ��, 5 . �� � �4 � � � � � SEE DETAiL VSHEET 2F � �'\� I�STALL HEApJ�ALL �� ; � 2 N DOT STD. tts8.01 � . ='� � � \� � x- Rn�E H � 5Y5(� ` �5• �'� � �� FAx" 9x � ;_, , - SPECiAL ATERAL y DiTCH E� -O F � �. � ���NSE F oo_ SEE DET IL 2/SHEET 2F / � ��� F � '--- � � E_�E_` ' / o \ � � � F /l �II . �� Z� " -- E� —PDE- - �-_ pU�E � � i3i\` .. _ . . . C E - � ���, ` / ,e , --� . �� esr I I1 � . _ _ _. - - _ _ C -, � .. i � �\ . .. P�.e��.e.�waN�RY PLI QpE E �p6E�//� � ��- � � � %E __ E� R CB RE�ACA� ` ���` � 5 / P� a � i e e�� PARKWAYJ � .�a� � � � �� � _ ,�35 (M�CR�MMON Cem \ ��� � � � � /�/ a - � _ G E�E—\F \ � � � �RETAiN /�� � �h �-� � a =E— • �m � -�E— ` (�� � ��O c E � REiAip �ExiST � � � � s 1 ' � SYSTEM -.=�� . v 1' � � c� � ' F ��• � E � � . Rcp.� � . \ B� " � � R� � / 18'RCP-ry � � ��� N ` � � 36'RCP-m ? � Q E ?L,rti �� �a � �� � ca � � � �� i0P=354.6r �\ TOP-352.17' N �/ / � INV. M�Nl=3<9.9�' �NK Ol1T'349.88' �NV. W(E)=349.9]' � ��� �/ ��� � 18' RCP-ly wv. our=sag.se• ��-_� ,� � � � / ' � � � � ��/ � F � ����'� CONVER EX�ST Di � i�i��` FtJ�,��/��`/ � .. . TO JB �/ MH COVER r i ��B/,•� ��//� � � ' � y = � , w.� ��� /��/��. I�/F � � �e(/ � � ' DUI(E REdLTv LIP„IIYE'D PARANFRSHIP � BUFFER DRAWING �cy </ / �i � SHEET 7 OF 10 °�� �� ii �s e�K eus � .. . � . �� SI TE f.� �/ �SCHNEi�ER EIECiR�GI w C /�N a � ������ ,a��owa¢�e ih�rncrs zoNe z RE�1pyE FA�LEN TREES � p FRuM CHAH EL FOR 150 LF 0 z VC = 380' 386 P� = 32+50.00 386 �' VC = 490' EL = 37083' ga� LL � _ . a� I c � Pl -_27+50.00 M /_ �� J� K- 89 1 r� � �_ � �_ _ vo� ' Q � EL - 356.88' � '� � r --u 1 , , - * �n � W � / n 0 378 � rr� `� � �W � BEGIN MILLING FOR KEY-IN 378 ? 3 K- 98 rn w� � ' ... _...._ . ' �_,�,_��, � --- BEGIN OVERLAY -- � � � '� � � -L- Sta. 35+70.00 � 6 � w / PROPOSED GRADE �' � - _ „W � � � � � � - ELEV = 366.03' --- - - --- \ I ��� 370 r �il � � �`i �` � � _ - - - - - f_l/.50% PAVE ENT 370 � � �+12.79% - .._.._.._.._. - - - - - - - RECL�ATION --- ?� � .._.._.._.._.._.._.._..-(+lOBB% � ' - �� �• - - - - - - - - � - - - - � �� - 362 � EXISTING GROUlyO - - ' - - - - - , 362 �' � i � � V N = / i � ' I � O S (+)279� � �. � - ' - - � ' �♦ / � � W _���� � e � i�•� E D SPECIAL �� = END MILLING FOR KEY-IN - � � �.s"� DITCH GRADE LT �i � END OVERLAY 3�J4 � - 354 ' r`'� ��72' BEGI SPECIAL L- STA 33+50 END GRADE DITCH GRADE LT ELEV = 36770' -ii -L- STA 3/+pp - BEG/N PAVEMENT RECLAMATION W ELEV = 365.50' � �--! - � � -L- Sta. 36+00.00 „ ELEV = 365.58' i - _ 346 E o sPEci�u � w �. _:,. ., � _:. : � 346 & DITCH GR E U - - - - - -BL- 6 - - - a -L- STA 29f50 _ __ _ _ _ _ _ _ � -L- STA 36+18.84 OFF 54J2' LT ¢ n� ELEV = 358.72' - -------- - - -- -- - -- - - -- -- -------- - - - -- - -- -- -- ---------- -- - - -- - -- --- ELEV = 368.U8' ----- - -- - -- --- - - --- Q � � 338 338 - ' � (q — -- --- — — — --- — — — — --- -- -- — -- ' — -- — -- KHP PROJECr: -'-_ '_ '- _ '-' _ -' _ '- _ '---- ----,- 0�2��8��4 — . . . . . . . . . DATE: I ------ -- _— _ _ — -------- — — — — — 330 ' - - - - - -------- - - -- - 330 - - -- ---------- -- - - RIW PLANS I : . : . : : -L- SR•1635 (MCCRIMMON PKWY) � N 322 � N 29 30 31 32 33 34 35 36 37 38 � � i � - � " � PLANS PREPqRED BY: \ _ � . -'. ' � � \ `:-_ � � _�� \ N / i / � � . . � � i � � � i , i � � � � � . _ . ` ` --���� '=, �;���� -'-� "'- . � ��- , � ��''��' ����`'�Qw ��� �,o''� Kimley»>Horn � �� � � gP CIA LAT RA�y'DITCH . �� l� � . ♦ i `, ., � � .� i� ' ' ES� 2� Sv �S . ' - ' '.., � � ,' � H � � �, ' Q- � ' . � '`. SEE DETAiL VSHE T 2�"i-:: .'� � � , � � � � - �� Z v' x. // I I \'.� , // _ - � � ,� . G � 1 \ ' N I EF \ � F \ �,, .' .I ._ /U � � � �` \ Pa eox 3soee ' / STA L EAD ALL �� DO STD. 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' �_,�,_��, � --- BEGIN OVERLAY -- � � � '� � � -L- Sta. 35+70.00 � 6 � w / PROPOSED GRADE �' � - _ „W � � � � � � - ELEV = 366.03' --- - - --- \ I ��� 370 r �il � � �`i �` � � _ - - - - - f_l/.50% PAVE ENT 370 � � �+12.79% - .._.._.._.._. - - - - - - - RECL�ATION --- ?� � .._.._.._.._.._.._.._..-(+lOBB% � ' - �� �• - - - - - - - - � - - - - � �� - 362 � EXISTING GROUlyO - - ' - - - - - , 362 �' � i � � V N = / i � ' I � O S (+)279� � �. � - ' - - � ' �♦ / � � W _���� � e � i�•� E D SPECIAL �� = END MILLING FOR KEY-IN - � � �.s"� DITCH GRADE LT �i � END OVERLAY 3�J4 � - 354 ' r`'� ��72' BEGI SPECIAL L- STA 33+50 END GRADE DITCH GRADE LT ELEV = 36770' -ii -L- STA 3/+pp - BEG/N PAVEMENT RECLAMATION W ELEV = 365.50' � �--! - � � -L- Sta. 36+00.00 „ ELEV = 365.58' i - _ 346 E o sPEci�u � w �. _:,. ., � _:. : � 346 & DITCH GR E U - - - - - -BL- 6 - - - a -L- STA 29f50 _ __ _ _ _ _ _ _ � -L- STA 36+18.84 OFF 54J2' LT ¢ n� ELEV = 358.72' - -------- - - -- -- - -- - - -- -- -------- - - - -- - -- -- -- ---------- -- - - -- - -- --- ELEV = 368.U8' ----- - -- - -- --- - - --- Q � � 338 338 - ' � (q - -- --- - - - --- - - - - --- -- -- - -- ' - -- - -- KHP PROJECr: -'-_ '_ '- _ '-' _ -' _ '- _ '---- ----,- 0�2��8��4 - . . . . . . . . . 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Preoos l �5S - � Kc��2��. n��owneu , .,:.�, .: r � `� ' -� � C C---� 1 1 I BUFFER DRAWWG � i i i -; - _ - - - - - \ _ _ � \ � SHEET 10 OF 10 \\\\\ � / ALLOWANLE IMPACTS ZONE 1 � � � , . / � 386 8==::. -_....-_ _ ___ .__.. ...i BI .y Ei 378 370 362 354 346 � 338 � 330 � N 322 N 10 11 -Y2- Sta. 17+20,00 ELEV = 368.54' 12 13 14 VC = 296' Pl = 15ff3A0 EL = 362J0' K = 8/ VC = l50' Pl= 20+OOA0 EL = 372.32' 386 i K = l0/ = rry 1 i � �i +L - - --- � �i - - � . „W _I � � ', - -, - ' - PROPOSED GRADE - ------- --- -- - - - - �+)2J0% � _____________ i i i i_�-�� � � - � � � � � � - _ � �+)3�� � E D SPECIAL �f, DITCH GR E LT I $ BEGI SPECIAL - -Y2- STA 18+00 Il DITCH GRADE LT ELEV = 36620' � g -r2- sra �s+so N ELEV = 36L00' - i I PIPE HYDRAULIC DATA 090 090 .�7'i�P ORAINAGE AREA = 2/A AC DESIGH FREOUEHCY = 50 YRS DESIGN DISCHARGE _ �FS DESIGIy F� ELEVATION = 357.60 FT l00 YEAR DISCHARGE = 47A CFS l00 YEAR l� ELEVATlOIy = 357.7/ FT OVERTOPPIA/G FREOUEN�' = L�yRS OVERTOPPIIyG DISCHARGE _ � �98 CFS OVERTOPPING ELEVATIOA/ _ �63.76 FT 15 16 � 18 -Y2- NC 54 (CNAPEL HILL RD) �L'7 378 370 362 z 0 � � � C O 2 � o � LL N c � � � � o a Z z 3 a � d � 354 a 346 338 � � 6 � O� S� � � � � N ¢ V N = �� ' _� e N W S W & c 2 a 072708004 DATE: 330 to•v-Zo�s RIW PLANS