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Home My WebLink About20140277 Ver 2_05_ROGERS Rd Sidewalk_Permit Buffer_170802_20170807d 0. :J ° � 0 w 0 � 0 L .7 O �� VV l� �� 1�� sl_� VV ��'C�_� �� F�� '� �� C° / / Ne � � � �� / / / � �� = i �h �_� �c �� BEGIN PROJE�T STA 11+61a90 LOCATION: SR 1729, ROGERS ROAD BETWEEN MEADOW RUN CT (NON-SYSTEM) AND SR 1777, HOMESTEAD RD TYPE OF WORK: CONCRETE SIDEWALK, CONCRETE CURB AND GUTTER, CONCRETE SIDEWALK, STORM DRAINAGE, DRIVE APRONS BUFFER IMPACTS PERMIT CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II C1.05 �PSH C1.06 � P�� SITE 1 �� c � C). 2 �,.��A C1A2 C I .02A C1.02B C7.02C C1.02D C1.03 C1.04 - C115 C2.07 - C2.26 C3.01 C4.01 - C4.O1B C4A2 CS.OI - C5.02 C6.02 - C6.13 E1.02 - E1.02D E1.03 E7.04 - E7.15 INDEX OF SHEETS CONVENTIONALPLANSHEETSYMBOLS SURVEY CONTROL STORM DRAINAGE SCHFDULE TYPICALS CURB RAMP / ME7'AL HANDRAIL DETAILS RE'fA[NING WALL DETAILS GENERALNOTES PLAN/ PROFI LE CROSS SECTIONS STAGiNG AREA 'TRAFFIC CONTROL DETAILS TRAFFIC CONTROLOVERALL PAVI:MENT MARKWUS FIBER OPTIC CONDUIT / PULL BOX LOCATIONS EROSION CONTROL UETAILS SOIL STABILIZATION SUMMARY CLLARING AND GRUI�BING / FINAL EROSION CONTROL DATE: MAY 17, 2017 END PROJECT STA 68+62088 m � c �� / PSN C�' �3 J � , �� L�'psh � ��, St�� 4 � ��< c�� a� � � � :, / � � � � � S Hawick �i' ,Lh � m � � � , SITE 2 GRAPHIC SCALE� DESIGN I�AT� 1P�O�ECT 1LENGTH Prepored in tne orrice or: W. HENRoa WE�ErSrc�NERR P� E �TCDOT - JAtvUARY 2012 --��.�� STANDARD SPLCIFICATION TOTALL,ENGTH OFTOWN OF SUNGATE DESIGN GROUP� P.A. 20 10 0 20 40 �-� ��`�� CARRBORO SIDEWALK �`�� ' a ��'��. PROJECT •' RALEIGH, NORTH CAROL NA 27606 /w�'�+ ^ `�'��\Y�� PLANS � � re��sas�asazza3 �� . �7¢l�;r�� OWASA - MANUAL OF _ \�II�/ _ ENG FIRM LICENSE NO. G890 P.E. u 20 10 0 20 40 SPECIFICATIONS, _+/-5700 LF sicNnTURE� � --- — �;�� • STANDARDS AND DESIGN, ° �i APRIL 2015 � y ��' PROFiLE (HORIZONTAL) d��°R� � � ��,�� 5 2.5 0 5 10 TOWN OF CARRBORO �'�=��=-�= ' STANDARDS PROFILE (VERTTCAL) O O + � N W Z J _ U H 2 Fx eoP Exisrimc Eoce oF Pave,vem�r� CX EOG EAl57MG EfGE OF GRAVEL EX CONC EXIS7/NG CONCRETE ex uP exisnmc un�m PocE EX I/r EXIST/NG (/T/LTYTELEPHONF EX WV ExIST/NG WqTEk VALVE EX Wk EX/ST/N� WATEk METER Point# North(Y) East(J� Elev(Z) 13 804730 1974425 507.45 BUFFER DRAWING SH E ET 2 O F 6 SHEET 12 mF �� '�� _ � — � �0— 10 0 20 40 I 25+00 ........... ................... ................... ................... ................... 26+00 27+00 O O + O M W Z J _ V H � ��:5! �7�� • � ��I u�� i� �i �iiiiiiii �� .I a i�i �� !,� • - �i �� I I � �� I �� I � i �� I '•� �� I ■ ......� � �.� �� ■ ��I �� I .............. .e � � �.� :.C.C.CC..CCC.: � .:I 00000��o� oi ��o�o�o��o� ■ ��i ��o�� ' ��i 000��o��o� �� i �' i. i� � � � '�� I I��I�I I I�II I� I��I � I I�I 28+00 29+00 I' I 130+00 PLANS Q � � O? U � rc o 0 O ztt YUm � <�NW K��J z N�� C7 W °' � owmLL � ��w w 0 w � ¢ 1 ��I z ► �� c� � � J 3 w 0 N U Z � O � Q O m 0 � � � U � � IW^ V O W J LL � � � \ Z J � ; PR��E�rtt : ¢ 1083-12003 � ORAWING NAME: ROGER516CDC107 U Z �ATF: < � s-, �-n � ORAWN BY: � JRH REVZEWED BY: F WHW,JGD g REvrsraNs: � z 0 0 F Q z sveFr No. � - C1.07 DOCUMENT NOT CONSIDERED FINAL UN�ESS ALL SIGNATURES COMPLETED Q EX EOP EX157/NG EDGE OF PAVEMENT EX EOG EXIST/NG ECGf OF GRAVEL � � ex coNc exisrrNc coNCRErE SHEET 13 DF 84 o a � ex uP exisriNc unurr ao�e Point# North(Y) East(J� Elev(Z) � o� � Ex ur ExisnNc un�rr rE�EPHONE 20 70 0 20 40 � �� o � 11 804296.1 1974858 512.64 ? Q z —BZ Z Ex wv ExisnNc warEa va�vE O Y � DETAIL 1 � ex wM exisnmc wareR Me�reR 12 804500.9 1974650 502.06 � SPECIAL IATERAL'V'DITCH ALLOWABLE IMPACTS ZONE 1 Ex FH ExisriNc FiaE rrroaaNr PlANS � �o"� �Notro Smla� EX HYO MON EXISTING WA7ER MONUMENT � ALL POWEWUTILITY POlES TO EX 55Mn EX�SrING SaNirqRY SEWER MANHocE' D A Z wi�� ,. , BY RELOCATED BY OTHERS � U F F E R D 1 V'�W I N G � o w m� �.°�°' ',� F; �`` '='°°e S H E ET 3 O F 6 w m��w 1 ��\�� ALLOWABLE IMPACTS ZONE 2 0 � M'in. D=1.5 Ft. W . � FP�OM STA.29-00 TO STA.31-25 -L- RT Q . � � I � � � � z ' �� "� � � � c� ♦ O qOW � flOW ROW O H/W M0� O' EIP APPROX LOCA7ION OF PT "II � 4"PL GAS UNE CONCRETE D HOR/VER7 PT 'i2 O � HOR/VER? DRIVE APRON � APPRox LOCA7ION oF CTRL POINi CONCRE M 4"PL GAS UNE DRNE APRON __,�_,CTR�-_POINT _ Fx EOP -- -- � — � � � / —... ... .. W sPec �nr v oircr+ ROGERS ROAD SR 1729 Z SEE DETAIL #7 REMOVE S 44' 24� 0�.2�� E J 5' STD CONCRETE 5� CO RETAIN —�.., 2 _ EX E,�P _. _ _ SIDEWALK _ _ _ _ _ _ SIDEWALK _ _ _ _ _ _ - � �F/ `�� V � ,4 ° —�� W — --- — — -- ------ — — -- � � \ oo Oo�O / �=� � � F d ,,.., ......::. ..�: . . . :.:�� .. . .. ..... . .:.:. .. .:.�:..� .,.�- . A'�:��"• ...,-,.. - \ .,:� �.., .,'. ,, . .':�.�.�. �... ,::-..�-. . ... �. ,,, . � ,.,.�. .:. ,F.i. � , .. .. .... �. . . . . . ,R. + . . .. . . � .:: .. . . . .... , , . .. :. . _.:. , . . ,:�., ... � ' .. . �.�6G , ...-.:. '' ,;"�' — — — — — � . .. . . :.. ... '.. .. .�:'s � . . ... � .. ... � — _— —_ — __ —r ` . �. ;. :. �.. � t�� - � � E ��E C C —� — —� — —� — —� c c � � � �� —F � �� E E E E E E � � X uP — � BRIVEMIqY - a P p p- . �SIDEWALK L - �- � \ 5' STD DRIVEN�AY �- -�� CL '8' RIP RAP q� CONCRETE \ \� SIDEwF1LK EST 3 TON DRIVE APRON TYP �----'�� EST 70 SY GFD ( � � SITE, � N METAL HANDRAIL � $TA 29+25 TO STA 37+00 �EAH ROGERS � EE DETAIL NC1.02D D.B. 166, PG. 2 ALLONIOUS NICKEN$ � A D CRO$$ SECTION$ SAMUEL F. ROGERS PIN 98 70 4 3 781 4 D.B. 85<. PG. 10a \ \ BETTIE D. ROGERS PM 98]0463288 D.B. 395, PG. 234 PIN 98]0445166 \ — . _ __ _-_ _ i - — i I-� % — � �- - - � . : .� --------�� 'ry — . ��- ----- - , u'K- � _-- . . . --- — n� — s �- - � � _ - + a . . . __ . - �� r"5 � -.i _— - _ _ O g-. - ...O N _ --� w Q'_� _ n ° �� . :a W� :: .:: : :: :: .: :: : : a W � . . .. .. .. .. . . i I. . . . . ... . . . : . . � � EXTG GR'6Lf : . . : . . . . . . : : . ......... ......... ... ...... ... ... . .. ... .... . ... .... � ... :::: :::, AT FACE 51 EWALK .: .:: .:: .:: :: : .: :::::::: iTCH :::::: :::::::: ::::::: ::::::: ::::::: ::::::: ::::::: ::::::: 30+00 31+00 32+00 33+00 a0W O � � _. ex eor - - M 5' STD CONCRETE SIDEWALK W Z — EETE�N JT 0�0�00 i o V � <I`FIP , __ �,: � \`9J p� C �� Eba �tie,�ti ti �e%��qQ I ��'p p �9 O9 I �e6jS � � � ,� i J 3 w o W J N U � Z O � O � � Q m � � U Z J � � � IW^ V I O I � ; PRo�Ecr ^ : ¢ 1083-12003 � ORAWING NAME: p ROGER516CDC108 ? CATE; ¢ � 5-17-17 � ORAWN BY: � JRH REVZEWED BY: F WHW,JGD g REvrsraNs: � U V 0 F Q ,�z, SNEFr N0. � - C1.08 0 EX EQP EXISTINC FGGE OF PAVEMENT EX EOG EXISTING FCGE OF GRAVEL ex comc exrsrrNc comcRerE Ex uP exisnmc urrurr PotF Ex ur Exisnmc urarr rECEPr+omE Ex wv ExrsrimG wArER VALVE EX WM EXlST/NG WATER METER ex FN Exisnmc Fiae HroRaNr EX IiYO MON EXISTING WATER kONUMENT ex ss,wn Exisnmc sfwrraRr sttiveR MaN,vatF DETAIL 5 SPECIAL LATERAI BASE DITCH � No� �o Scale� Notural Grou�d ?,.l �'', � silovc d � B Min. D=1.5 F. Max. d =1.0 Ft. Type ofLiner= PSRM B-3.0 Fi. FROM STA. b3+75 TO STA.66--25 -L- RT l Sta 66+5�; _ l5° 35' 3t � = 4° 46' 27 L � 326.62' N T � 164.32' R 1.200.1/' DETAIL 4 TOE PROTECTION � No� to scole7 2> urol � F`�5\opm Ground � d=1.5 Ft. Geofextile Type of Liner=Closs'B' Rip-Rop FROM STA.66+50 TO STA.67+25 -L- RT O — — � r�°3 — O O �HORIVERI �� ROW �� J CTR� P�INT �� r � _ - ......... ....�_"_ --_ —�—_ — _ ALL POWER/UTILITY POLES TO � � �---___ ��\\ BY RELOCATED HY OTHERS � EX EOP �� METAL HANDftRIL � EX S� �--�-- STA 67+13 TO STA 67+63 �� \� V„� 7'-6" UTILITY �� SEE DETAIL 4/C1.02C \ � STRIP ��-- AND CRO55 SECTIONS � Z 5' STD CONCRETE -- 2 SIDEWALK 1'-6" UTILIN STRIP � ��^EP _ ROGCRS ROAD SR 17 RETAIN - � � . -�� WARP GUTTER —"s�-- �� TO DRAIN —_-��;:: _�� — _---_— '-- � PDE f ppE DAVIp G TANNER I ANDREA C. TANNER D.B. 5256, PG. 185 P.B. 55, PG. S] PIN 9870516306 I �' � _ F F PDE— � �"��",� PDE� �a ��'�� E �,,,Lr� ^ PDE— DE Ex u � �_ �SPEC L4T 3' BASE��t�`�-r�tr,�� K� �' ..� � PDE DITCH W/PSRM EST.220 SY SPEC LAT 3'BASE $EE DETAIL �5 MICHAEL ANTHONY HAMILTON DITCH W/PSRM DONNA H. HAMILTON EST.25 SY D.e. 9a6, PG. 181 SEE DETAIL 83 P.B. 55, PG. 8] PIN 9870519288 ............ ......... ......... ................... ................... .................... ........:.. ......... ......... ................... ................... .............:..... ........... ......... ......... ................... ................... ................... 65+00 66+00 SEE D — �v,,r , � � N CLA55 'I RIP �P N SITE I 67+00 DETAIL 3 SPECIAL LATERAL BASE DI7CH � No� lo Scale) Nm�ral Ground �:� 1� he� `Slop= d p F�o B Min, D =1.0 Ff. Mox.d=1.0 Ft. Type dLiner= PSRM B-3.0 Ft. FROM STA. 66+25 TO STA. 66+50 -L- RT � I � N + I � 1 I �ow �� ---__ _ � RETAIN \�I I I 5' STD CONCRETE SIDEWALK � � 2�54" CSP BAND - AND EXTEND . Y�LSLEEYE 6! 51C€7-� Ce N� / Point# North(Y) East(� Elev(Z) 3 801473.2 1976156 482.73 2 801116.2 1976239 481.31 � � a/ — — �/ � � P ---� �,�„ STRIP -6" CON RETE � � ,3" E AND G TTER 28' �9 APPROX LOCA710N OF �' F � � �_ � , i i : �,�� Ei i�� i 4� 4,Ek �� WARP G L �l W RA NTJE� 2� .` i , � 4T0 �RAiIV Y�1- � 1 1 1 i 1��.- \ II� I. l 1 I 1. 1�� },�\ 1� HIGHLANDS PHA E V1 L � y"� HOMEOIMlEY25 ASSOGA ION INC. \ O.B. 868. PG. 14 2 68 + 00 DOCUMENT NOT CONSIDERED FINAL UN�ESS ALL SIGNATURES COMPLETED � 20 10 0 20 40 PLANS o�� BUFFER DRAWING SHEET 4 OF 6 � A LOWABLE IMPACTS ZONE 1 �� ALL WABLE IMPACTS ZONE 2 // REMOVE ExTG CURB AND GUTfER AS REQUIRED FOR SMALL TRANSITION TO EXISTING CURB 5oM AND GUTTER � TIE TO EXTG � X p CONCRETE SIDEWALK \ / Ek � �� / � PT ni �P OR/VERT ^�6 CTRL POIN� � �� S �� i5• RCP � �� O � CL 'B' RIP 2AP O � � �j E5T 1 TON E5T 5 SV GFD AZf„ O Q � � � I 69+00 i J 3 w 0 � i PRo�Ecr tt : W J LL � � � \ Z J � z ORAWING NAME: ¢ ROGERSIbCDC115 U ? CAiF; 5 � 5-17-17 � ORAWN BY: � JRH REVZEwEO BY: F WHW,JGD � REVISIONS: O U V W � F Q z sveFr No. � - C1.15 BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ft2) (ft2) (ft2) (ftZ) (ft2) (ft2) (ft2) 1 48" CSP 29+36-30+61 -L- RT X 1270 811 2081 2 2@54" CSP 66+90-67+93 -L- RT X 977 567 1544 TOTAL: 2247 1378 3625 0.0 0.0 0.0