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HomeMy WebLinkAbout20161086 Ver 1_17BP.7.R.87_670061_Permit_Drawings Nov 29 2016_20161129• � See Sheet � A For I ndex of Sheets See Sheet � B For Conventi onal Symbols See Sheet � C- � For Survey Control Sheet • DETOUR ROUTE (N EW TO SR 1538 SHAR pN CHURCH R�•� � JI�I �\ J� � � %�� ��� %)� JI�I JI�I J�I ���� � !���\`� � �������'���� �� ���� ��� P E RMIT D RAW I N G SH EET 1 OF 6 LOCATI01�: BRIDGE 1�0. 670061 01� SR 1002 (ST. MARY'S RD.) O T�ER B UCI�WA TER CREEI� TRIB UTAR Y#1 T YPE OF WORI�: GRADIII t G, DRAI11 tA GE, PA VI1�G A11 tD C UL VER T WETLAND AND SURFACE WATER IMPACTS PERMIT BEGIN CONSTRUCTION -L- STA. 11 + 25.00 BEGIN CULVERT —L— STA. 13 + 2 0 .19 _-------- -- BEGIN PROJECT —L— STA. 11 + 50.00 �� � ���� � � . ��/� .. _ ; : � �� � �, _ - —c.� . � � -- � Ci � � �;; � s;�, C�� J�� /' � J m �S/ / m �� � %� '� ( � �� , , ; ,, END CULVERT -L- STA. 13 + 41.80 END CONSTRUCTION -L- STA. 15 + 25.00 END PROJECT —L— STA. 15 + 00.00 NAD 83 �RID NQ 2011 TO SR 1548 (SCHLEY RD.) - RELEASE FOR CONSTR UCTION DATE: 11— 01-16 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Offlce of: HYDRAULICS E11tGI11lEE�,���"""",,,,, GRAPHIC SCALES DESIGI� DATA PROJECT LEI�GTH 504 Meadowland Drive ,.�� .��, caRo� ��%,, Hillsborough, NC 27278-8551 ��� ��. • ESSICyy •. ��i � ADT 2 015 = 2400 Voice: (919) 732-3883 � �: � � �� '• 9 ; Fax: (919) 732-6776 SEAL 2O �O O ZO 4O T = 7 ��O * LENGTH ROADWAY PROJECT = 0.062 MILES DESIGNANDENGINEERINGSERVICES www.summitde.net = � O4O%44 ��� ��� �O�p� � FIRM NO. P-0339 — c� •. 0 2012 STANDARD SPECIFICATIONS � � '• '� � � Q� ��o V= 55 MPH LENGTH STRUCTURES PROJECT = 0.004 MILES ���F����'''�'"����oJ:' � �o PLANS ����� �'S q • �R ��� o a TOTAL LENGTH PROJECT = 0.066 MILES SIGNATURE: P�''''''�������` �`' � � 20 l0 0 20 40 *-�'ST = 3% DUAL 4% RIGHT OF WAY DATE: TRACY N. PARROTT, PE ,,,,,,�����",,,,, a � PROJECT ENGINEER R OAD WA Y DESIG11l ,,��`� �AR ''%,, ��, a MAY 7, 2 Ol 5 E1�GII�EER '_°�����'���ti-��= � �Q PROFILE (HORIZONTAL) � � ��� Q FUNC CLASS = _�: SEAL :o_ o� ��a � o LETTING DATE: BRANDON W. JOHNSON, PE ;�':. 034371 :�; °°� � 4 2 O 4 8 RURAL MAJOR COLLECTOR 1�CDOT C01�TACT: VIRGINIA MABRY PROJECT DESIGN ENGINEER %�� ��GINE.�•'� `Z`�` MANAGER, PRIORITY PROJECTS UNIT I v�"�Y 7, 2 �� 5 �'.,� O� ' �Q \�.`� PROFILE (VERTICAL) P.E�'�i�, �� i i i i i i i��``��`\ SIGNATURE: � i i i � � � �� PROJECT REFERENCE NO. SHEET NO. i �, , � � DETAIL 1 DETAIL 2 DETAIL 3 ��� � ��'� � Q i � SPECIAL LATERAL 'V' DITCH STANDARD BASE DITCH RIP RAP AT EMBANKMENT � �� P E RM I T ; �� � BR�DGE NOo 67006� � I7BP<7,R,U7 4 ( Not to Scale) ( Not to Scale) ( Not to Scale) _ _ BMI � � � �_� i � L �I _Ev = 4H2a�7 � � ; � _ R�W SHEET NO. ___ i � � ����L� _ � � � ROADWAY DESIGN HYDRAULICS I Natural Natural 10'min. ^ �, � I Ground �•� .y.� Ground Pl Sta ll+l3.�`t � Nat�ral � 1 °t Fill d D Ditch 1.0'min. 1.5 0 = !�° �9� 37.8" �RT'� �� � � ---��$ _''2 � � ENGINEER ENGINEER � r• � � � � Cyround 2• p ���0'�e� Slope Grade � � - �� 5�� ��.�n � � � _ - 91' / � �� ��� /i ��� ���i � F ,� - 36� � ���iuiii�i � � � Geotextile B Min. D= 1 Ft. � �` \��� CA �� i��/ \��� \`11 CA I� i��, � i i i Max. d= 1 Ft. GEOTEXTILE � L= 226.57' �` I�� ^ i �5 9 \,o��N,� RO���,,, \,o��N,��O��y,,, I *When B is < 6.0 B 3 Ft. - -, � � � �� � � � � � � q � � � � Min. D= 1 Ft. T - ��3.34 '-� X Z %� � �� � r � JODI WAGNER r� � �' � ''� - � �' � '"� � � � � � T e of Liner- Class I Ri Ra p � SEAL SEAL � � I I I FROM STA. 12 +25 TO 13 + 00 LT T e of Liner- Class B Ri Ra Quantities Included in Outlet Protection for Culvert l 1 -3v��0.�� " r � � �MPERV��U� _' DB 5499 PG 467 � _�:• •; Z= - i I I I yp FROM STA.13+00 TO 13+25 LT L STA.13+32 ±LT SE - �4 CLASS I RIP RAP �/� �� �^ �__ D�KE + 8 0. 0 0 - L- PB 42 PG 154 � _��; 034371 ::�` _`�. 040744 ;� 4,� SEE INTLET TYPICAL NC � I I I DETAIL 4 DS = 55m h TN CL I RIPRAP rr'y X .� �� 53.00 LT �' NAD �'F '�'LO'-. '_\ ;�.�''•.. •'J�\� Sta.= 13+25 LT , � ° � g3 I�I � � �IN�•' � � i �iIN�•' � � ''••... �S Q 6 SY GEOTEXTILE � � � , ', /`/ �O .` ', �L .` � ° . . . . � I I I SPECIAL LATERAL 'V' DITCH Q5= b.o �fs �� ; � � � � . � � � � � � � � � No, to s�a�e, 7 PT Sta. l2 +26.57 d5 - 0 4°ft`ps � ��'/ �m ��s�, � Ex r�w �''����, ��w� �„�����'� �'''���,A�'� � �����`'�� � I I I - � � � 5= 0.06� wfr RIP RAP AT �� ���� I F�', �_ � n = 0.054 � I I I � ot LARRY M. WALKER ESTATE +25.00 -L- Sta.= 13+00 LT Liner= Class B Ri Ra EMBANKMENT � � X �� � ��� _ I � � � Natural 1 Fill Q2 = 4.5 cfs P P s � __ �ro�na �. 3` ��e` sio e vz= 3.0 � SEE DETAIL 3� �� � > - DOCUMENT NOT CONSIDERED FINAL i I I I � �o p BEGIN PROJECT ESTATE FILE NUMBER 16E 42.00 LT ps � ; ; / p F c�io= s.o cts sta.= i3+z5 �r - �� �_ +00.00 -L- UNLESS ALL SIGNATURES COMPLETED i I I I PAGE 103 , - ' � � BENCH � ;'- -- - _, >� ----- ' 38.00 LT � � � � � -� ST A. �� +��,�� Sta. = 13 + 00 LT V10 = 3.4 fps 4Z - 3 5 fps � I I I . �- 4 �. 0 � L- Q5= 6.0 cfs Q10= 8.0 cfs : �� 48�� P�ST AND WIRE +66.�0 -L- I� EX R/�/ Prepared in the N ---- ;'- _ C FIRM LICENSE N 033 '_� s s - ----- o. � � � Min. D= 1 Ft. - V5- 3.0 f s - , '-� Off'ce of� eadowlands Drive9 ' d= o.a ft p PDE � P D E �� 5 s � u, ' X --- �: ------- �- - ,- 11► $ T 50,4 M o 9 NC z�2�8 S ANDARD B�i$E ��TC �-----___ __ �____ '�"""°E"�'"EE"'"��""�� (919) 732-3883 U(91�) 732-6676 (FAX) i I I I 36.00 LT SPECIAL LATERAL 'V' DITCH 5= o.on ft�t PDE u� �I SPECIAL LATERAL V' DITCH � ��� �� 2 TN CL B RIPRAP � c ; , � , , ,, � � 1 �i� ' � E u -------_ �. _ _ _ , s s s ^ �ril-- � I I I FROM STA.11+25 TO 12+25 LT EX R/W n= PDE � s� - - �� ,, � �' � � r - - - ----- --- � I I I SEE DETAIL 4 S 5 ' E E FROM $TA. 14 + 75 TO 15 + 25 RT PDE �iner= Grass ____ �� i� r ,� i SEE DETAIL 1 - - i FROM STA.14+75 TO 15+25 LT PDE ____--- ---------------- _ h�-� 7 � I I I � � � � �' � �' TEXTI � i C _----- > � > > i,= � ti���` ; i � � , ; s s �i_ '`� � F �, -ii L ' I I I , - � � ���_ ,;��� ---- -��; -T F - - -- - ----- -- --- _ _- - � -� -,� _� , ------- - : _ , -- �� � `���. � � �_ __ - � _�- - i �� -- - � - - < ' � ;_� � �� - _, - - - PECI DITCH I I I -------- - � _ - - - - - ------- �__ - - --------------- - ,, C i ------ .,-, `^-r' S AL LATERAL 'V' -------------- , ---- ---- � I GRAU 350 TL-3 �� s � %� � � GRAC} ' �gfl�-'TL-�-� � � i �� � END CONST RUCT lON � 8�1 AV ��, Sta.= 14+75�LT � Sta.= 4+75 LT � i i i ,,> I �v � �i , F,, 8°� V2- 3.5 fps N� �5- 3.�� -L- STA.15+25.00 i i i � � �� � Q2 = 5.1 cfs Q5 = 6.0 � � � � _ _ _ _ �� s r s �� � - - - -- - � cfs d= OJ ft i _--- �-- S V10= 3J ps s= 0.030 fvft � � n = 0.035 � - - - - - _ - - S _ _ - - - - 4 11>1CH ------- ---- N r i ------ I�-- • N - - , I I I --------- � o 0 5 5� _ ner Grass ------ - --- MIN TEMP. � I I I ------------ i o o , _ _ N N - ;� , _ , �-����. O p � � _ ' - --- � O I s s � �, <-' , i';- "" -_-,- ?' F3�T � I I I - � i o �� I � s s � PIPE ° � ° i � � � -,- �r3 � t,"� �I � ��N ' _ � - SPECIAL S ILLING BASIN 5 5 . i I I I �'� ', C� ���� I� o o , , , � � I o � o � � � � � - i _ _38 x19 x�- - - - - - =5 � _ _ - -- � ---- _I_- --__--- __ .-- � - - - - 5 5 --- - - �, I _ I i , K - -- --- . - I� ------- - - ----- � - -- - s s - - � � ; � � BEGIN CONSTRUCTION �� FOR PUMPED EFFLUENT s z TN c� B RiPwaP � � I I I _ _ �, ��� � So/ ,�� s � � 80l 7 SY � €a��tt�- --�� �- � � -- � � I I I OO ` �� � H SPECIAL LATERAL,'V' ITC ' L . //+ I � � � , , � ; , I `" -j---- ,. . . � . - - - - - - -- - �,�.- . , .�-� .-� � ��-Y� . . = i . � �-✓ � . � - F_�� ,, � r��i�; � i��;�� �. � GRAU 350 TL- s _ -E S�� �E A �� _ _ � I I I �_._�' � � � - - - -� -- - _ _ - � �-- - - -_ - - � � � . . �� � � . �� 6i� ASP�-�A�r r�Rivc �� � --_� � �-_ ; � �,� _ --- ---- y , L�4 I I I � � -- - � - � - i �a ,._ f ���- - ;- �� a � -� -'�- '�� -X �� � _ � _ _ �. �,_ . _.� -, , .. , , � F�__ --- � -< -- _ _ _ -_ __ s s � ' �� � � � D T I �.__ - - � - x � , , -t - _ , _ _ ; � ,--�_ _, ,- . , ,_ „_ �_;-� _; ,. ,_ -_�, x ; �. 1 � � � � , , , , , � ,� ;�- ,� ,-� � �,_ , , - , I I I _� �;I . -, � -;_ _ _ _ � -�-�-- ` _ � � ��_ _� _� _ � _� � _ � �� ��� ;�� 4� Pos�r �� �^�Ih� �E - ' � _ , � \ x�x - �- � _ ��� s � �� - - , ,. y_ ---- , � � , . , � - , I I I �X �x�sT�Nc R�w ' - - - - � - �,,� � �� A J� � �i- ------- - �� �� � � � , �._ � . , -��� - ,;,t � r '`� s s � � �� � � < Sta. = 14 + 75 RT 4 � � I I I ��X I x- �_ - ---- � ; '-�I E I I I E E �� � 1' �-� � c�2= 5.2 �fs E�sH �_„ �.xs,iNc R�w i � .., , - � r� i �- - • -- - - � - '_ s s � � � � � � � r r _ _� / i I � fJ i - �' S I - � � � i�-------- _ - � � X, �- -'� � li } ,- _ : ``� Q2 _ 6 7 f��,,�,�ti,_ _ _ - � 7� I � Z I I I F� C�- - � - -- -------- -- � � �� � � �a�MB`ss �� ���,'i ��: i _- � � ,.� - ��, - � � Q I I I �' ' I� C� +92.00 -L- -----E�- J` � J i � � ��_� - - ---- ,- � �, . , :._,� 5 RT _' GUY i �� - �l_ ° EX WW �� � ---- � _ � � ti �-------- ----- - - ��`�� Sta.- 14+7 � N � � � '�_ � Q `� �`'� Q5= 6.0 cfs � 6l'CONC.DRIVC -- i � i � i s V5= 3J fps �:.3 F.� � � w I I I ���,i � 25 � +52.00 -�- d= o.� f� - , � ,,� � � � � � 1 I + 72.00 -L- �NCa + 94.41 -L- ' i I EX fLW n= 0.035 I I I `"' s= o.oso wfr 40.00 RT TYP, 4�.�� RT I Liner= Grass END PROJECT i L `'� EX R(V�/ I I I � � , i i i �� � �� ��� +05.00 -�- '�� ; �MP� Kous -L- STA.15+00.00 � � � � ;�� 62.0o RT END CULVERT $ � I I I CUSTOM INTERIORS LTD & COUCH FURNITURE CO z� -�' -L- STA.�3"f'4I.UO � ' I I I DB 33� PG 619 �� i� � �� ENO FIRE AND EMERGENCY SERV�CES INC ' ' �' �' BEGIN CULVERT �-�� � � � °ENOTEs innPacTs iN ' I I I PB 3� PG 70 �� i / � BENCH +29.00 -L- � DB 4348 PG 150 SURFACE WATER I � - �„ DB 3775 PG �01 I I I 2 � � � � 2 � 40 -L - STA. �,3 +2�.�9 � 65.00 RT DB 2839 PG 350 i I I I � � ��,� ,� � CLASS I RIP RAP DENOTES TEMPORARY ;� / %- SEE OUTLET TYPICAL PB 97 PG �53 � IMPACTS IN SURFACE WATER ���� �`���` 40 TN CL I RIPRAP PB 9�PG u7 � I I I � 81 SY GEOTEXTILE � I I I - / �, �'�� � �' � I I I �_- _� l__u__ _ I�_� . . _ � I I I --� - - - -� --� _ � i i � ---- -_-�-_ i � � � ; �-- �- -- --- -- - - - - - -�---- --- --- - ._ _- _ _ _____ _____-__ --- ----- -- ---- __- _ - - - - - - - -- _ _ ____ _- __ __-- - - -- - -- --• - �- _ . _ ` � i i i -L- SR 1002 (ST. MARY'S ROAD� � � � '� i � � � . I � � � � 496 _ __ _-� ; : �I 496 , I i i � BEGIN GRADE BM #1: BENCH TIE SPIKE IN 24" OAK ' � I i i -L- STA 11 +50.�0 - -L- STA. 13+40.60 58.33' LT EN� GR�DE I II ; I � � EL = 483.54� -BL- STA. 8+ 52.69 43.45' LT i � ! -L =$TA 15 -I- ��.�� i I! ' � ' i i i - E� 4s2.o�' _- : : - : : - EL - 484.06' I� � . �_. - - � � --- I I N CET PI a4 I� ' i i i 492 __ : ' �, � /�O � _ � O � � . N,OT T SCALE I ! --- I `"F / � � I I I -- - -- - --- ---- + _ _ - - . --------. --- - � �0 . I � � � Q O �N �I_ i - �I �� � I _ ' I I I � o I 3T 31.00 L � Q � � � �� � � U+.ss -r eir r i�l IM � ��"//GEOTEXTI E i _ � _ ! _ . � � I O � ! C7 Q � -�' - - ! I `#�a�ni �riscER � i ' I I I SKEW = 107° • � � - � 2 @ �o� x 6� _ ' Pl = 14+25.00 _ ii --' + Cr -I -- � �- --I -� - i � _ , i o I 'i Pl - l2 +00.00 _ , : i , � Z `� , � � � � � � _ i � �i � - � � i i i : � � EL 483.38 I Rcec ! EL - 484.09 . � \, �' v� � , I I I I _ I I I i � i o�. , _ V C = l00' �' �+r --� , � �. � i i i 488 � vc = �oo' � , �. - 488 � � � � . _ o _ i _. O , � W i � � ��SS �- , •�; 5� �A , : � � K l57 _ � K - 28/ _� _ � , � � J, � I I I V `�1` � - WiGEOTEXTILE � V .. I . . .'. I i � W/GEOTEXT�I E � q �.� �. � � i i i � �� DS = 65mph ---- --- --' DS =�65mph -- -- ? i a� � � KEY �N ; o- , . . _ � i i i ___, , _ � - . I I I . . . . . - � - � - - -�- -� - � - -- ---- . . � 1�� �, . ,� , I � .KEY IN 1.0' . �.� � . . . . . . . � . . - - . . . . . . . . . . �. �, . . . . , . . � � . .. . lV . . . . . . BENCH � � �. I II I . . . . . . . ���� . . . . . . . . . . . . I . . . . . . � � � ���� _ _ � i i i 4 84 . .- , - . . . � � +�0.3/56% . � -10.0400� - - - - - - - - - - 4 84 � i i i __ � ---- - ------ � � III --------------------- ,-- ------------------- ------------------------------- o Tj�E=b�� �i- ii E T TONS CLA 'I' � 3 T ---------- � � Sy i-iO..3200� . , � � I -h .6a:OO� ��' �_ �:�oOO / � i EST GEOTEX G I, 121- I � i i i � +10.3/56/ -- ___ - _- : _ --- ; _ . - _ � ---- r- -_ _ _: --------- - - ,. _ -- , - o r- � - ' "'e EST COIR FIBER� TfIN - � i i i _- _- I j�`� T CE�ITERL NE � � �--- i �I$ - � i i i : I_ � y � � , � �, -- _ _; I_- t � _ � : � --- -° .00�¢� - � � , , __ _ � O F ROA _ _ � - : + � , '� � i i i � '� I --- - _ _ - T �� � � ,_ � _____ _ __ - - ____ l � 1.2800/ ( � , � , � _ ' - --. - - - � � � :�_ � � � � , ; -� -- �� 480 1�., ��. -- �- ----� ,_ � I � I �\ T f Q J I� NOT T SCALE I i � I I I - `� � I I I I _ __. � � � ,- -- `� ~ I�, I I - --- -- - -- - - _ -I� , � � , I � _ _ � �I � I _ Q _ I Q �N I EFT TO f�IGH7 LO ING DOWM9T�E ,- )-- I � I I I � OJI�� � _ _ � i� ' � ) � ' � � C7�Np l O ��ap, I � � i I I I I �- i i i i i i i i � --� ' ��` __. � --- ' _._Q �----- I O i - I�s- I I � . �� ,., M . .,. - . . . . . . , . . „ , , . , . I I . . . . . . . . . . . . . . . �. , , . �. . , . �. . . . - �. . . . i . . .�. � •� \ . . . I I . �I . . , . . . . . . . . . . �I. I . .. , _... _, . ., ; .. , -, , . .. . .� �.-... O � � I �. I . . . � , I � . . . . -. .. . -. .- _. _ _ i W/GEOTEXTI E I I � "�� , i ; � � � � _ . � 2� o I I ' U PST EAM I - -� �, - i � , � o � , _ � � � , - - - i `�,n�N�R � j � 476 ���� �, i � ' _ � �� i 476 I , , ! , ,.i \ , , ' � I ; . I. : , ; , - �_ . . : � ! �, � i ' I , ' ' ' ' ' , ' - - - � i � °^r V� I I_ _ _ : � - I'', I', , � I_ ... V I� I I I I I i � � I � ' � � J � - - CULV ERT HYDRAULIC DAT A � -- , ,o , � _ EXIs ING ' � � J � a � � � � � , _ _ � _ _ ! o i , 5- �� s ,,, I . -- � ... �.. .� --- �.-.-�.Q. � .- � � � ` ..- .- �I --.-..-- �----- II. ._..- I_ I . . . ..�. .�!-�.- , I-. . -.-..-` � .-- . . ` . . . . , . . . . � � 1.5, i ��� RIP P � - O . I. � I ! � ,� -,_ . . - �: . �. _ �. . . O � � . I RIP P � �.. . _ - '. 'i I .. J ../ EOTEXTI E � ..._ ' :.._ �-- ' �� .. i � � , � _ _ . DESIGN DISCHARGE 606 CFS I o � i �� �i 'i ,� � � - - � _ z - - � � ; _ i z _ ' ��ss �-�- � I_ �I � i- -- p � i - - i � i_ i_ i W I � _ _ _ - � 4 72 c� ,', _ _ DESIGN FREQUENCY = 25 YRS �� - i � � � I � �; c� � �_ � i �_ � KEY �,.o- I � KEY � o I 4 72 � � I � I � I. � � � I I I ��. , I I I I �, I I I BENCH I I I i , m - _ DESIGN HW ELEVATION = 479.5 FT ; i ��� �I ��, _ m _ VARIE ! ! _ - � �1 I J � � � � _ i. � I!II I!II - - o� ro io� i i i � i _ ---- I I -- I i I- I I T T� �E�ETt f I'- � TO S'� � I- I - BASE �REQUENCY - l00 YRS i I, � � _ _ i i �_ � � i i � ,° � � � - - - - - --- BASE HW ELEVATION = 48/.08' FT � - - - � o � - ' '� �� Esr ca�R F�ils o�E TI 86 �; � �3I� � � 4 6 8 _-- - . . I � N � : , � � I' 4 6 8 � � _ _ _ _ _ _ OVERTOPPING DISCHARGE _ lll0 CFS � � � � � � � _ , ! � � � � _ _ � � OVERTOPPING FREQUENCY= 100+ YRS � _ �,' �, I�� � �_ ' RIGHT DITCH I ' i ' - - - - _ _ _ -------------- � _ ___ _ _ _ ; � � OV ERT OPPING ELEV AT lON = 483.5 FT ! - � - �- : �� - ; -- - - --- - - - --- --- ------- - - , �z _ _ �� _ � J � � � ! ,_. , ��,�s� i li � i _-� �� � �- LEFT DITCH ---------- � �� 464 - - I W -, �, � 464 � � � �; I i O �� , ° ' ' I N= , � � > _' U I O�' � ' �� � 11 12 13 14 15 16 � �� �� � �» � � L WETLAND PERMIT IMPACT SUMMARY Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design ac ac ac ac ac ac ac ft (ft ft 1 13+13 TO 13+75 DOUBLE 10'X6' RCBC 0.02 <0.01 65 3 BANK STABILIZATION 0.01 66 TOTALS": 0.03 <0.01 131 3 "Rounded totals are sum of actual impacts 20131024 • � See Sheet � A For I ndex of Sheets See Sheet � B For Conventi onal Symbols See Sheet � C- � For Survey Control Sheet • DETOUR ROUTE (N EW TO SR 1538 SHAR pN CHURCH R�•� � JI�I �\ J� � � %�� ��� %)� JI�I JI�I J�I ���� � !���\`� �\� �������'���� �� ���� ��� BU FFER DRAWI NG SHEET 1 OF 4 LOCATI01�: BRIDGE 1�0. 670061 01� SR 1002 (ST. MARY'S RD.) O T�ER B UCI�WA TER CREEI� TRIB UTAR Y#1 T YPE OF WORI�: GRADIII t G, DRAI11 tA GE, PA VI1�G A11 tD C UL VER T BEGIN CONSTRUCTION -L- STA. 11 + 25.00 BUFFER IMPACTS PERMIT BEGIN CULVERT —L— STA. 13 + 2 0 .19 _-------- -- BEGIN PROJECT —L— STA. 11 + 50.00 �� ���� � � . ��/� .. _ ; : � �� � �, _ - —c.� . � � -- �� C� � � �' C��� J� � ��� J m �S / m �� � %� '� ( � �� , , ; ,, END CULVERT -L- STA. 13 + 41.80 END CONSTRUCTION -L- STA. 15 + 25.00 END PROJECT —L— STA. 15 + 00.00 NAD 83 �RID NQ 2011 TO SR 1548 (SCHLEY RD.) - RELEASE FOR CONSTR UCTION DATE: 11- 01-16 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Offlce of: HYDRAULICS E11tGI11lEE�,���"""",,,,, GRAPHIC SCALES DESIGI� DATA PROJECT LEI�GTH 504 Meadowland Drive ,.�� .��, caRo� ��%,, Hillsborough, NC 27278-8551 ��� ��. • ESSICyy •. ��i � ADT 2 015 = 2400 Voice: (919) 732-3883 � �: � � �� '• 9 ; Fax: (919) 732-6776 SEAL 2O �O O ZO 4O T = 7 ��O * LENGTH ROADWAY PROJECT = 0.062 MILES DESIGNANDENGINEERINGSERVICES www.summitde.net = � O4O%44 ��� ��� �O�p� � FIRM NO. P-0339 — c� •. 0 2012 STANDARD SPECIFICATIONS � � '• '� � � Q� ��o V= 55 MPH LENGTH STRUCTURES PROJECT = 0.004 MILES ���F����'''�'"����oJ:' � �o PLANS ����� �'S q • �R ��� o a TOTAL LENGTH PROJECT = 0.066 MILES SIGNATURE: P�''''''�������` �`' � � 20 l0 0 20 40 *-�'ST = 3% DUAL 4% RIGHT OF WAY DATE: TRACY N. PARROTT, PE ,,,,,,�����",,,,, a � PROJECT ENGINEER R OAD WA Y DESIG11l ,,��`� �AR ''%,, ��, a MAY 7, 2 Ol 5 E1�GII�EER '_°�����'���ti-��= � �Q PROFILE (HORIZONTAL) � � ��� Q FUNC CLASS = _�: SEAL :o_ o� ��a � o LETTING DATE: BRANDON W. JOHNSON, PE ;�':. 034371 :�; °°� � 4 2 O 4 8 RURAL MAJOR COLLECTOR 1�CDOT C01�TACT: VIRGINIA MABRY PROJECT DESIGN ENGINEER %�� ��GINE.�•'� `Z`�` MANAGER, PRIORITY PROJECTS UNIT I v�"�Y 7, 2 �� 5 �'.,� O� ' �Q \�.`� PROFILE (VERTICAL) P.E�'�i�, �� i i i i i i i��``��`\ SIGNATURE: � i i i i � � � % �� % PROJECT REFERENCE NO. SHEET NO. / � � � � DETAIL 1 DETAIL 2 DETAIL 3 � , � BRID NOo 67006/ l7BP<7oRo87 4 � � SPECIAL LATERAL 'V' DITCH STANDARD BASE DITCH RIP RAP AT EMBANKMENT `v R } � � ( Not to Scale) ( Not to Scale) ( Not to Scale) m BMI y����� �� Q) � �_� i � -L E�EV = 4H2a�7 �� �? � �� _ R�W SHEET NO. _ i� ROADWAY DESIGN HYDRAULICS I Natural Natural 10'min. �e r T � � i I Ground �•� ry'� Ground �� �f0 �� ���.�� � � �� � � � 4 � I o 1.0'min. p p�7- �'� ---� L - ti Natural � 1 t � Fill d � Grade � 1'S 0 �� �9� 37.U�� ��l l � N � �� �� � , � � � � � � Ground 2. �'' �e Slo e o � �� m x -- E�-� �� � ENGINEER ENGINEER � i i i �° ��a p Geotextile B M�n. o= , Ft. �, D_ l 54 35.5 �`' ; �__ ��. ,,� 9 ,.���,� �CARp'''%, ,��`��N CARp'''�% � I I I M�x. ci= � Ft. GEOTEXTILE L ��U.�� � �� � � �� ��� ��� � � �� ��� ��� � � �� ��� I I I I *When B is < 6.0' B= 3 Ft. _ � � � � ^ � �" \� : � : : � : ' I M�n. o= , Ft. T 113.34 s � `� , -�� �o�.� `���.ti.� �o..� �vq��.ti.� � � � � T e of Liner- Class I Ri Ra i � y` � JODI WAGNER ; ; ; ; i Yp p p R=,3 ��0.�� �� , IMPERVIEiU$ � DB 5499 PG 467 �� $EA� - _ $E/�� - � � � Type of Liner= Class B Rip-Rap Quantities Included in Outlet Protection for Culvert s '� - -�' '; Z= - ' - FROM STA. 12 + 25 TO 13 + 00 LT � � � ^ FROM STA. 13+00 TO 13+25 LT L STA. 13+32 ±LT SE _ �4 CLASS I RIP RAP � '� � D�KE PB 42 PG 154 ,� =�� 034371 ��_ =� 040744 � , _ i I I I pETA�� 4 QS = 55m h SEE INTLET TYPICAL S' x �� � 53.00 �T � � _ i �� �F' � %����.- •'Z�� %��� '�� ' i I I I TN CL I RIPRAP r-r' ��I� '� �J , , Sta.= 13+25 �T � ���/� 3° a � 38.00 LT � g3 �� :���'•�INE�.�.• `Z`��:� :�� ��'•�GINE�• '� ��: P T �� ��� ,r � I I I S ECIAL LA ERAL V DITCH �, 6 SY GEOTEXTILE �; � , � � ' ., /�/ � � �� �. ., S� ���• I � � � ( Not to Scale � Q5 = 6.0 cfs �, � �� ,, i � �� i� �� i� � �� � PT Sta. 12+26.57 V5= 4.0 fps mti � �, �m �� �s: Ex �w ; '���,,��w��„����� ''����A�'��������`' I � � � � d= 0.4 ft �� � n, �, ti �' � I I I 5= 0.06� � RIP RAP AT � � X � �o � �r �� � � � I I I Sta. = 13 + 00 �T n= 0.054 EMBAN KME T � � � � � � � � � � � � Natural � .1 °� F�II LARRY M. WALKER ESTATE +25.00 -L- Q2- 4.5 cfs Liner= ass B Rip Rap s � ' � `�� j t � � I I I Ground d.� 3�p��e 51ope BEGIN PROJECT ESTATE FILE NUMBER 16E 42.00 LT V2= 3.0 fps SEE DETA 3� T ; .�/ DOCUMENT NOT CONSIDERED FINAL � I I I � `` PAGE iO3 c�io= s.o cts sta.= i3+z5 �r -� �� / '_ � g1 +00.00 -L- UNLESS ALL SIGNATURES COMPLETED V10= 3.4 fps Q2= 4.5 cfs cb�0 BENCH ST - � +66.Q0 -L- � � � -L- STA.Il+50°00 �� 3.5 f s ,��� � - a���� w��E �� �,��� Ex ww p I Sta.= 13+00 LT P ,--"' � � _ ����� �J � � Pre ared in the � � � _ - � � �' ' � � �--------- - �� �' � 38.�� �T �� NC FIRM LICENSE No: P 0339 0 - 8.0 cfs a � +4�.�� -�- Q5- 6.0 cfs _ r / ; 504 Meadowlands Drive � � � � Min. D= 1 Ft. �VS- �$pft{ps ��� P�E X�x -� r Office of: �������� Hi��sborougn, NC 27278 � --------- � - -','---- �. t '�"""°E"�'"EE"'"��""�� (919) 732-3883 - (919) 732-6676 (FAX) I I I 36.00 LT ------- -, °� � � . � � � < � - � ----------- �� - - � ---- _-- ' SPECIAL LATERAL 'V' DITCH 5 o.on ft�t PDE ANDARD BAS�� j � I I I FROM STA.11+25 TO 12+25 LT EX R/W SEE DETAIL 4 n= _ PDE SPECIAS E DETAIL 1 DITCH �������� � ;°�� �`����`- �� � � �" '`il'�' 2 TN CL B RIPRAP � �� � � � � FROM $TA. 14 + 75 TO 15 + 25 RT PDE �mer- Grass ____ �� � 7 TEXTILE % __ �� _ - � t, .< � �\�R�\� � � � <- , „� � i I I I FROM STA. 14+75 TO 15+25 LT � PDE ' �, E E ,� E � i _- __ 6 - � - - - - -- - - - - � � I I I - - - -, _ �� _ � � � �`� -- <� _ %� -�_� �'��� F �� _ �� � _ � ., . � �� � � � � � >,�'�' ��� , � � � ������� � � E � � I I I - � _� �_'�_ � �_ - _ -- _, _ _, ;. ------- -- - -- - / ���i / . � - - _ i --------- - ' I ----- _ `�.-���,��-- / I I I ------ ---- \ � _\\ � _ - - - - PECI I H � � _�_' � � � �' � � -`°�� � S AL LATERAL 'V' D TC � : � `,Gi�AU 350 TL-3 - - '����� ---- ------ ------------ ---- �` CS: '�'' S(h� �. , \\\1 � � � � r�, �� � � .. -� '�- END CONSTRUCTION � Rol � `' -" Q Sta.= 14+75�LT � Sta.= 4+75 LT � � � � Ui � Q2 = 5.1 cfs Q5 = �6.0 fs� - , �; CJ ° a� f . �v T � � I �� -L S A. l5 25.00 N �; � - V2 = 3.5 f s � V5= 3.7fs � � � � � A� � I I� ,.,_ - - - - i Fr__ P P � � � � - - - - - � �� � � � � � ps s= 0.030 fvft _ _ _ _ ----- V10= 3.7 n = 0.035 � I � I � I I I -- 4 1WCH - - - -. -N - - - _ - - - - _ _ _ _ Liner Geass ------- N � ------ ��-- � - --------- o ----- --- - r N \ � I I I ----------- - o 0 0 0 � M I N T E M P. - _ --- - � o � N i o � o -- - � � PIPE a . „ _ , , �- _, ?� !�s; � I I I - � - _, � ��� ��� � � � � , ,,, -, ,�._ ,. � I I I _- ;� ,� � c°� _; � �� -�� = I i � �_� � I I I _ � . SPECIAL S ILLING BASI N � M I M ; II �I' I N i i N i I I I �n N I o 0 0 - - -- -- �'' o � � � - - 3 8'-�c �9'�c � - - - ' I _ _ _ - - -- - - --- -�-- ------- ---- � __ - - ,, �� ---------- --------- • - I � � i�° h�_r� � -� � � -�-- ------- ----------- ' � � � BEGIN CONSTRUCTION _� � li FOR PUMPED EFFLUENT � / 2 TN CL B RIPRAP � � - - � � I - - ST A ll + I � � , �v � � � 8� l r 8 o I � sY � €a��rt� - -- � � � - � � �� L . 2 . 00 ,, i I I I ` , ;;� i -�� _ _ } �� F � �����i�; � i� - � I � � E GRAU 350 TL- �� � � � � � �� \��'��5. `����/ � --- - - - - - -- - � - - - SPECIAL LATERAL,'V,,,pITCH - - - � I � � � �-._i' U _ � � �- -_- - � „ , � � V� '�� '-=� -� � - , . , , . �� � � . r-rv� . , .-ti-� .-� � � � Y� . . . . � �-% . �� 6/' ASPNALT DRIVC �-� � - - _ f �� ��� � �-�-�- ���� �`� � ��i � - � - -- �� � -��- �F/ C y S�� L 4 I I I ��� � � \� , F---- < ------�a ',.- � _, _ _ _ � - \ \\ , , � -X - � __-� __ � �� � �, � -t - _,<_- _ ; � ,--t_. _, ,_ .-, ,_ ._„_ �_,�. ,v ,- -� ,, � � ;! � / � , , , , , , ;�- ,� ,-� , , ; � � � � � / \ _ � , ;;� ��� � � � � . � _ . _. �� �� �DETAI - _;- _ � ` _; _ - -�-'�� -� - - � � �� \� �< � ; � ��� �1y��\ � _ A Y � I I I �� i � �X�X I �� � � � �� _� �� - I�D ��Ih� �E��_I 4�3 POS��I � � � --__- �X�X �xISTING R�w �I------ �� I I ;_ i t�� � _-��`�- �°�,� � � i � , �'`" , � �i" Sta.= 14+75 RT , q � EXISIING R\W � ----� ; i-�l ; i I � � � , N' r �'' E -___ �v� � � i� Q2- 5.2 cfs EUSH n � � � �','� _ '-� E E � � �:. � i V2= 3.5 fps �� r- � , , ` � - _ � I � � � - � � Q2 _ bJ cps r � � - � ; ,, � � � � t � -- � � � a � I' Ui r J�� � I ;�= � cn I I I i -- -- - - ' � ' �ti� �__ __ � � � � I I I � � - ��92.00 -L- - --- ------Q- , ��,�� � ��� � � A�M�ss ��� ���i �., i - - - � � � ,_,_.;_� ' � ' " `� � :, .. � �� _ i � - � , _ . �: �. .�� � �ti ti� , .� i �- „ � -� ' �---------- =- � � � � � ���= j � �EX fLW -�� �� m� i1 � -- -�- ��,� �"� Q5 = 6 O+cfs R� �� � GUY 6/' CONC. DRIV E-- � � i � ��i � � � r V5= 3J fps �:.3 F.� � � ,. ; � LL, I I I �; � �1, � � ,� + 52.00 -L- d= o.� fr � I I I -�i +72.00 -L- ;�� � - � s= o.oso wfr ' � � � -' �� ao.00 RT lNC° � +9a.4i -�- �E ;� �.� Ex ww n= 0.035 END PROJECT �� I I I Po � Liner= Grass � �x � � 40 0o RT =-� �� � IMPERVIOUS" � ' I I I J��I '' �'- N ��; +05.00 -�- _ y"� _,, DIKE � RT -L - ST A. l5 +00.00 � � � � b2.00 RT � mti END CULVE $ � I I I CUSTOM INTERIORS LTD & COUCH FURNITURE CO ��' �v �� ' I I I DB 33� PG 619 �i i � � `" -L - ST A. �3 �'4I.8O ENO FIRE AND EMERGENCY SERV�CES INC r � I I I � �'' � ! ALLOWABLE IMPACTS ZONE 1 BEGIN CULVERT / / DB 4348 PG 150 '�'�'�'�'�'� PB 3i PG 70 i � BENCH '+29.00 -L- I � _- DB 3775 PG 101 � i i i 20 10 0 20 40 � -L- STA.13+20.19 �� � j 65.00 RT i I I I �� � i� � CLASS I RIP RAP DB 2839 PG 350 i I I I a,i ��� '� / ���� SEE OUTLET TYPICAL � PB 97 PG �53 �A\\\\\ ALLOWABLE IMPACTS ZONE 2 ' �`� �` 40 TN CL I RIPRAP �� PB 9� PG ��7 � � I I I '`i� � �� � 81 SY GEOTEXTILE � I I I �_- _� l__u__ _ I�_� . . _ � I I I --� - - - -� --� _ � i i � ---- -_-�-_ i � � , � �-- �- ---•- - - - - -°---- --- --- - ._ _- _, _.._____ ____-----_----� �-�------ ------- � - - - -�- -� __ . _ ____._- __� __-- - -- --- - -- - -- --• - �- _ . _ ` � i i i -L- SR 1002 (ST. MARY'S ROAD� � � � '� i � � � . I � � � � 496 _ __ _-� ; : �I 496 , I i i � BEGIN GRADE BM #1: BENCH TIE SPIKE IN 24" OAK ' � I i i -L- STA 11 +50.�0 - -L- STA. 13+40.60 58.33' LT EN� GR�DE I II ; I � � EL = 483.54� -BL- STA. 8+ 52.69 43.45' LT i � ! -L =$TA 15 -I- ��.�� i I! ' � ' i i i - E� 4s2.o�' _- : : - : : - EL - 484.06' I� � . �_. - - � � --- I I N CET PI a4 I� ' i i i 492 __ : ' �, � /�O � _ � O � � . N,OT T SCALE I ! --- I `"F / � � I I I -- - -- - --- ---- + _ _ - - . --------. --- - � �0 . I � � � Q O �N �I_ i - �I �� � I _ ' I I I � o I 3T 31.00 L � Q � � � �� � � U+.ss -r eir r i�l IM � ��"//GEOTEXTI E i _ � _ ! _ . � � I O � ! C7 Q � -�' - - ! I `#�a�ni �riscER � i ' I I I SKEW = 107° • � � - � 2 @ �o� x 6� _ ' Pl = 14+25.00 _ ii --' + Cr -I -- � �- --I -� - i � _ , i o I 'i Pl - l2 +00.00 _ , : i , � Z `� , � � � � � � _ i � �i � - � � i i i : � � EL 483.38 I Rcec ! EL - 484.09 . � \, �' v� � , I I I I _ I I I i � i o�. , _ V C = l00' �' �+r --� , � �. � i i i 488 � vc = �oo' � , �. - 488 � � � � . _ o _ i _. O , � W i � � ��SS �- , •�; 5� �A , : � � K l57 _ � K - 28/ _� _ � , � � J, � I I I V `�1` � - WiGEOTEXTILE � V .. I . . .'. I i � W/GEOTEXT�I E � q �.� �. � � i i i � �� DS = 65mph ---- --- --' DS =�65mph -- -- ? i a� � � KEY �N ; o- , . . _ � i i i ___, , _ � - . I I I . . . . . - � - � - - -�- -� - � - -- ---- . . � 1�� �, . ,� , I � .KEY IN 1.0' . �.� � . . . . . . . � . . - - . . . . . . . . . . �. �, . . . . , . . � � . .. . lV . . . . . . BENCH � � �. I II I . . . . . . . ���� . . . . . . . . . . . . I . . . . . . � � � ���� _ _ � i i i 4 84 . .- , - . . . � � +�0.3/56% . � -10.0400� - - - - - - - - - - 4 84 � i i i __ � ---- - ------ � � III --------------------- ,-- ------------------- ------------------------------- o Tj�E=b�� �i- ii E T TONS CLA 'I' � 3 T ---------- � � Sy i-iO..3200� . , � � I -h .6a:OO� ��' �_ �:�oOO / � i EST GEOTEX G I, 121- I � i i i � +10.3/56/ -- ___ - _- : _ --- ; _ . - _ � ---- r- -_ _ _: --------- - - ,. _ -- , - o r- � - ' "'e EST COIR FIBER� TfIN - � i i i _- _- I j�`� T CE�ITERL NE � � �--- i �I$ - � i i i : I_ � y � � , � �, -- _ _; I_- t � _ � : � --- -° .00�¢� - � � , , __ _ � O F ROA _ _ � - : + � , '� � i i i � '� I --- - _ _ - T �� � � ,_ � _____ _ __ - - ____ l � 1.2800/ ( � , � , � _ ' - --. - - - � � � :�_ � � � � , ; -� -- �� 480 1�., ��. -- �- ----� ,_ � I � I �\ T f Q J I� NOT T SCALE I i � I I I - `� � I I I I _ __. � � � ,- -- `� ~ I�, I I - --- -- - -- - - _ -I� , � � , I � _ _ � �I � I _ Q _ I Q �N I EFT TO f�IGH7 LO ING DOWM9T�E ,- )-- I � I I I � OJI�� � _ _ � i� ' � ) � ' � � C7�Np l O ��ap, I � � i I I I I �- i i i i i i i i � --� ' ��` __. � --- ' _._Q �----- I O i - I�s- I I � . �� ,., M . .,. - . . . . . . , . . „ , , . , . I I . . . . . . . . . . . . . . . �. , , . �. . , . �. . . . - �. . . . i . . .�. � •� \ . . . I I . �I . . , . . . . . . . . . . �I. I . .. , _... _, . ., ; .. , -, , . .. . .� �.-... O � � I �. I . . . � , I � . . . . -. .. . -. .- _. _ _ i W/GEOTEXTI E I I � "�� , i ; � � � � _ . � 2� o I I ' U PST EAM I - -� �, - i � , � o � , _ � � � , - - - i `�,n�N�R � j � 476 ���� �, i � ' _ � �� i 476 I , , ! , ,.i \ , , ' � I ; . I. : , ; , - �_ . . : � ! �, � i ' I , ' ' ' ' ' , ' - - - � i � °^r V� I I_ _ _ : � - I'', I', , � I_ ... V I� I I I I I i � � I � ' � � J � - - CULV ERT HYDRAULIC DAT A � -- , ,o , � _ EXIs ING ' � � J � a � � � � � , _ _ � _ _ ! o i , 5- �� s ,,, I . -- � ... �.. .� --- �.-.-�.Q. � .- � � � ` ..- .- �I --.-..-- �----- II. ._..- I_ I . . . ..�. .�!-�.- , I-. . -.-..-` � .-- . . ` . . . . , . . . . � � 1.5, i ��� RIP P � - O . I. � I ! � ,� -,_ . . - �: . �. _ �. . . O � � . I RIP P � �.. . _ - '. 'i I .. J ../ EOTEXTI E � ..._ ' :.._ �-- ' �� .. i � � , � _ _ . DESIGN DISCHARGE 606 CFS I o � i �� �i 'i ,� � � - - � _ z - - � � ; _ i z _ ' ��ss �-�- � I_ �I � i- -- p � i - - i � i_ i_ i W I � _ _ _ - � 4 72 c� ,', _ _ DESIGN FREQUENCY = 25 YRS �� - i � � � I � �; c� � �_ � i �_ � KEY �,.o- I � KEY � o I 4 72 � � I � I � I. � � � I I I ��. , I I I I �, I I I BENCH I I I i , m - _ DESIGN HW ELEVATION = 479.5 FT ; i ��� �I ��, _ m _ VARIE ! ! _ - � �1 I J � � � � _ i. � I!II I!II - - o� ro io� i i i � i _ ---- I I -- I i I- I I T T� �E�ETt f I'- � TO S'� � � I- I - BASE �REQUENCY - l00 YRS i I, � � _ _ i i �_ � � i i � ,° � � - - - - - -__ _ _ BASE HW ELEVATION = 48/.08' FT � j -, , �� Es r c a � R F � i s o�E T I 86 �r I 3 I', ; 468 __ _ _ _ - - � N _ � � � � �� , i i i ; � J '� 468 � � _ _ _ _ _ _ _ OVERTOPPING DISCHARGE _ lll0 CFS � � �, � � � � � _ , ! � � � � _ , r OV ERT OPPING FREQUENCY = l00 + YRS � _ � � � i 'i � - ' RIGHT DlT CH - - - - - - - - - - - - - - � i ic -. - - - - --_ - - - � - -- - O _ i li , . _ , i _. . . _ --- , --- --- ------- - - �i � �� OV ERT OPPING ELEV AT lON = 483.5 FT - �- - , �z " '� ��_ � _ - J _ �r - _. . . -�� 464 i I, � � ^_ ; � �� I- LEFT DITCH ---------- ; 464 � � - - ; - _ �, --- - - -- - - � , , � �, � , ° � , , Nz � �_� u � o� � ' �� � 11 12 13 14 15 16 � �� �� � �» � � L . . .. . � ._ ._ - • • ' • • • ' • , ���������� a � , . . : ., . . . a���������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ���������