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HomeMy WebLinkAbout20161086 Ver 1_17BP.7.R.87_670061_Permit_Drawings Oct 19 2016_20161103• � See Sheet � A For I ndex of Sheets See Sheet � B For Conventi onal Symbols See Sheet � C- � For Survey Control Sheet THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. • 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 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. �� � -SR,1002 ST�MARY� RD. _ _ 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.) — DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Offlce of: HYDRAULICS E11tGI11lEER GRAPHIC SCALES DESIGI� DATA PROJECT LEI�GTH 504 Meadowland Drive Hillsborough, NC 27278-8551 ADT 2015 = 2400 Voice:(919)732-3883 Fax: (919) 732-6776 2O �O O ZO 4O T = 7 ��O * LENGTH ROADWAY PROJECT = 0.062 MILES DESIGNANDENGINEERINGSERVICES www.summitde.net p�� �O�pG� FIRM NO. P-0339 �L� C��Q 2012 STANDARD SPECIFICATIONS Q ��o PLANS V= 55 MPH LENGTH STRUCTURES PROJECT = 0.004 MILES � �� P.E. 20 l0 0 20 40 * = o o TOTAL LENGTH PROJECT = 0.066 MILES RIGHT OF WAY DATE: TRACY N. PARROTT PE SIGNATURE: � � TTST 3/o DUAL 4/o � � o I V V`1Y 7� 2 O � 5 PROJECT ENGINEER R OAD WA Y DESIG11l E1�GII�EER ' a PROFILE (HORIZONTAL) ���� ooQ�� F U N C C LAS S= o� �� Q��Q 4 2 0 4 8 R U R A L M A J O R C O L L E C T O R 1� C D O T C 0 1� T A C T: V I R G I N I A M A B R Y LETTING DATE: BRANDON W. JOHNSON, PE MANAGER, PRIORITY PROJECTS UNIT I V V` 1 Y 7, 2 O � 5 PROJECT DESIGN ENGINEER PROFILE (VERTICAL) PE 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 � � � � Ground 2•� ��O'�e� Slope Grade � _ o � n I x , r, Lyl' '�j � o � D - l 54 35.5 ' � �_ � �- - - - �� � � I I I I Geotextile g Min. D= 1 Ft. � q i I I I Max. d= 1 Ft. GEOTEXTILE � L= 226.57 �' � i ,5 `�' B= 3 Ft. - i �� i, " � � � � � � � Min. D= 1 Ft. *�Nhen B is < 6.0' � _ ��3.3L� �-+ y �� � � � ` � - JODIWAGNER r � � � T e of Liner= Class I Ri Ra i x � Yp p p R= 3 000.�� r� IMPERVtF4US DB 5499 PG 467 � � � � � Type of Liner= Class B Rip-Rap Quantities Included in Outlet Protection for Culvert s i i 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 RI P RAP i~ � � D�KE PB 42 PG 154 �' � ,� v i I I I SEE INTLET TYPICAL � ��� .� � +80.00 -L- �C � G� � I I I DETAIL 4 DS = 55m h TN c� i RiPr�a,P �,� x �'� � o�� 5s.00 �T i- NAD g Sta.= 13+25 �T 6 SY GEOTEXTILE ' �� �� � �� a � 38.00 LT 3� � I I I SPECIAL LATERAL 'V' DITCH PT Sta. /2+26.'J�7 V5= 4.0 fps � m.� � EX R�W I I I I ( Not to Scale � Q5 = 6.0 cfs �/ �� � _ d= o.a ft RIP �� � � � � � �� � I I I s- 0.06� wfr RAP AT x ���' � �; �_ � n = 0.054 � I I I � ot LARRY M. WALKER ESTATE +25.00 -L- Sta.= 13+00 LT Liner= Class B Ri Ra EMBANKMENT � � � ��� � ��� _ I � � � Natural 1 Fill Q2 = 4.5 cfs P P s � __ , I I I Ground �.� 3'�p��e` 51ope BEGIN PROJECT ESTATE FILE NUMBER 16E 42.00 LT V2= 3.0 �ps SEE DETAIL 3� �� % ,> � - DOCUMENT NOT CONSIDERED FINAL c�io= s.o cts sta.= i3+z5 �r - % +00.00 -L- UNLESS ALL SIGNATURES COMPLETED ' I I I � � -L - ST A. ll +50°00 PacE �03 p ' � , ,,�r-_� ! ; , � - + bb.00 -�- - Ex ww I Sta.= 13+00 LT V10= 3.4 f s Q2= 4.5 c�fs �� BENCH X � AND � n�;� I��� V2- 3.5 f s q8' POST WIRE Prepared in the � � � � Q10 = 8.0 cfs I Q5= 6.0 cfs � � _ ` 38.�� LT NC FIRM LICENSE No: P 0339 +4�.�� -�- V - PDE s , ; _-�X ____�, __ OfFice of: 504 Meadowlands Drive i � � � Min. D= 1 Ft. V5= 3.0 fps " i w T ii o 9n NC 272�8 S ANDARD B�i$E ��TC ----___ __ �____ '�"""°E"�'"EE"'"��""�� (gl9) 732-I3883 U(91�) 732-6676 (FAX) d= o.a ft PDE - � � � . .. � , - > _ - � s �� � V% �� � I I I 36.00 LT SPECIAL LATERAL 'V' DITCH 5= o.on f�t PDE �� � _ p� � , �-. _ � � FROM STA. 11 +25 TO 12 +25 LT EX R/W n= S'� � ��, 1 � � � s s � :�,� � � �� �' il ;'�� - �' -----------�� - - ` � - - -- _ - - I I I ____ SEE DETAIL 1 _- 1�� � E E E L i I I I SEE DETAIL 4 PD SPECIAL LATERAL 'V' DITCH ' i l 2 TN CL B RIPRAP s FROM STA. 14 + 75 TO 15 + 25 RT PDE Liner= Grass ____ �� C�z i ' S � ' � I I I FROM STA. 14+75 TO 15+25 LT PDE _- -_ -- � � � � S � i ., _ - - _ --------- ✓ -- I I I --- ,- ,,-,_ � , � i c � � > > ,�� � � � - ; � � , i' F E � � -i i _ , i �� �s; �� ,n� - � < ' i � � �� , - ----- --- - 1 _; _ , � �.� ��� ��, _ ',� � ��� �_°�------ -- - � - � � I I I ----------- ��-,_ �x � - i � -- __ �_ - - - - - PECI DITCH ,= -_ -_, _ _ � � , - ,V �.� �. ; �� � C i --------- � I _ ,- ��= S AL LATERAL ' ---------- - - - - � _ i ---- ---- -- GRAU 350 TL-3 ' GRAIJ '-�gfl�-�TL-�-3 S END CONST RUCT lON ' I I I . v� I 8a� ��� Q sra.= ia+�s,�T � sta.= a+�5 �r _ T � _. .- i. II S � � � „ N� I v° / V�2 = 3 5 fps N� Va5 - 3. � fps �L S l Q. l5 +25.�� � I I I - , s ss cfs d= OJft i � � � __- �- I�� V10= 3J ps s= 0.030 fvft I n = 0.035 � � � . - - - _ - _ s s - - Lin r- e i e G ass � I I I II -- ---- --- - - - ��IPdEH � I I I ------II-- � - - --------- (�� N - _ _ _ - \ V r . . _____ _- _ _ r � � I I I ----------- - O O O I S 5 O , _ _ _ ----- -- � o II o MIN TEMP. "' O � N �. � I I I - �� � - I S � PIPE a . „ � -- _ „ _ -, , ��; _, ��� � � � I I I _- _ �.c°� _ � �� _ _ - � � � I I I ', . SPECIAL S ILLING BASIN � i I I I CU Ia o o , , , i s I o N o � � � � � - i _ _38 x19 x�- - - - - - 5 = � _ _ - -- --- � _ _ - - - - - ------- ---- ,, _ -�-- _ � \ ,��� ;�_�, � -------- - . - �; 5 I 5 _..._ _______--_- _- - _ � - - _____________. I ;� . _ � I I I _ ------- , � - - - , BEGIN CONSTRUCTION i FOR PUMPED EFFLUENT S i I 2 TN CL B RIPRAP � i I I -L- STA.I�+2'J�.00 I _ N� I So� �� 5 8°� 7 SY GEOTEXTILE � �� � i I I I ,', �� ;;� i �� -_ ��� F_�, ,, � �����i�; � �����- �- I i- E GRAU 350 TL- s SPECI , ,- _� - ------- ----- ��� V,,,D � - - _ l TC H I � � � '-�'' U � � � -- - - - „ , �'-- � - - -� - �- -' - - - , � � r,� . �r-rv�-�.-ti-� .-� , �.Y� . .-. � �-r . �� 6/' ASPNALT DRIVC �-� � --� .-,-_ ; �� ---- � - - - I I I ��� ,a s f- ���--;- , - __� �a �-� --�- ��- � -x � - � y _�� L4 i � � F�_ -- ,._ - � � � _ . _. -, , � � - < --- -_ - , >�t - - --- - � � . �,_ _, _ _ _ , , � �� � �� � - � - _..,..._ -.._ _. -. , _ .., ., ,... . � .�_. ,-f r. ._j ��_. �.i�F. _.; ..,.. `_ _. .., ...,,.. -',. . ,-.n„ , , .; �� 5 .� , / , - ., . .. ,.., �� � �� � . , . ., � �� � � ��1- 1� y�i � � � ��� � �� �. , -�.,.... ,.. .;' ,- , � � I _ ' I I I �� i _ -_ _ _ _ _, - -�-� -- - - _ _. _ _ _ � ; �y ��� _ F I � - - ��� � ,-� ,, �, . �,�- v-. C� C y D 1 � � �X�X �w � ---- � - - � - �_ � ' , , �,� � � � � � 4_ P��I Af1L ��Ih� � E�I�_I � � � � � i ---- � �X i�ISTII�C R I - - ��, , . \, ^ - I � � � � x�X j� ��- IF�- vd � � i Y �� �� Sta.= 14+75 RT 4� , I I I ''- � � E - �' _ I = �f e�sH � _ „ �.x s, iNc R�w � - � --- 5 - �, i � J � � �T� QZ rJ2 '� � � � � f�; r. �� `r� I`�i E ��' s � V2- 3.5 fps , ,. � � � `�' � � s � � �� - �� , _ � fs � � � N � � � __ � � � � s =� �i� � � � � �I - P�✓ - _` ' _ - � __ _ � --- �� j ��, � . , i Z I I I � ��i � + 92.00 L � � �' s �� � �' � � � � '- � � i.i ���'� � � � � ��- ��" - � I I I ` � I � I I I i v !��`'�J Sta. = 14 + 75 RT -` GUY -_ �ti I I I �� � Ex R�w ���� � O ''�� Q5 = b.o �fs � 6i� coNc. oRivc i � i- � � V5= 3J fps �:.3 �.� � ' � I I I -�=i + 72.00 -L- � �� ,, i-, EX52.00 -L- d- o.oso wfr i /n/C, + 94.41 -L- p � � � � � ���� 4�.�� RT T l Po 40.�� RT j� �E ' �W Liner ��Grass ENQ Prf�JECT � IMPERVIOUS -L- STA.lS+OO.00 � I I I � I Ex � ���� �� r,� +05.00 -�- � � � DIKE � � � � `= �� bz.00 RT - � � END CULVERT $ I I I DB 33� PG 619 �; CUSTOM INTERIORS LTD & COUCH FURNITURE CO z ; � � �-`� -L - ST A. l3 +4/.80 � � I I I PB 31 PG 70 ", i t BENCH ENO FIRE AND EMERGENCY SERVICES INC � � � , BEGIN CULVERT ����' � � +z9.00 -�- � suR�cE wATER�s �� � I I I 2� �� � 2� 4� ���„ -L- STQ.�.3+2�.�9 ��`�'�� 65.00 RT DB 3775 PG �0� i ,� 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 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 =$TA 15 -I- ��.�� i I! ' � ' i i i - E� 4s2.o�' _- : : - : : - EL - 484.06' I� � . �_. - - � � --- I I N CET PI a4 I� ' i i i 492 __ : ' �, � /�O � _ � O � � . N,OT T SCALE I ! --- I `"F / � � I I I -- - -- - --- ---- + _ _ - - . --------. --- - � �0 . I � � � Q O �N �I_ i - �I �� � I _ ' I I I � o I 3T 31.00 L � Q � � � �� � � U+.ss -r eir r i�l IM � ��"//GEOTEXTI E i _ � _ ! _ . � � I O � ! C7 Q � -�' - - ! I `#�a�ni �riscER � i ' I I I SKEW = 107° • � � - � 2 @ �o� x 6� _ ' Pl = 14+25.00 _ ii --' + Cr -I -- � �- --I -� - i � _ , i o I 'i Pl - l2 +00.00 _ , : i , � Z `� , � � � � � � _ i � �i � - � � i i i : � � EL 483.38 I Rcec ! EL - 484.09 . � \, �' v� � , I I I I _ I I I i � i o�. , _ V C = l00' �' �+r --� , � �. � i i i 488 � vc = �oo' � , �. - 488 � � � � . _ o _ i _. O , � W i � � ��SS �- , •�; 5� �A , : � � K l57 _ � K - 28/ _� _ � , � � J, � I I I V `�1` � - WiGEOTEXTILE � V .. I . . .'. I i � W/GEOTEXT�I E � q �.� �. � � i i i � �� DS = 65mph ---- --- --' DS =�65mph -- -- ? i a� � � KEY �N ; o- , . . _ � i i i ___, , _ � - . I I I . . . . . - � - � - - -�- -� - � - -- ---- . . � 1�� �, . ,� , I � .KEY IN 1.0' . �.� � . . . . . . . � . . - - . . . . . . . . . . �. �, . . . . , . . � � . .. . lV . . . . . . BENCH � � �. I II I . . . . . . . ���� . . . . . . . . . . . . I . . . . . . � � � ���� _ _ � i i i 4 84 . .- , - . . . � � +�0.3/56% . � -10.0400� - - - - - - - - - - 4 84 � i i i __ � ---- - ------ � � III --------------------- ,-- ------------------- ------------------------------- o Tj�E=b�� �i- ii E T TONS CLA 'I' � 3 T ---------- � � Sy i-iO..3200� , � � I � -h .6a:OO� ��' �_ �:�oOO / � i EST GEOTEX G I, 121- I � i i i � +10.3156/ o +- - EST COIR FIBER TfIN � I I I r- --- - - --- --- � _ _ _- - ; -- -- -�- -- -- -- -- --- ' I - _ � � I I I - � i i ------� ---= _ _�- - = , i -i -�a� ��'�$� _ � I I I � y �� � �,� � � -- --- ' �Q � _ � I I I � -!-� - �, I - 800% :(+) .�.0 � � � � i_ � _ - ___ � 1.2 � _ _ - , ___ � � i 480 � � � � 'I -- _ --. ._ -- _ i � ' i ` ' .�- ' fa ;�, � , � '. -- I I I I I J� NOT T SCALE I � I I I I I ---- -- --- - - _ , _ � �n I _ I Q Icv � � � �� i I I I I I O J!��-I - _ , - I �\ ,� _-. i I Q'fJ O-C -O � Q� I EFT TO IGH7 LO ING DOWM9T E I--- II � � � � I �-�a- I � I Q�---- I O -CLASS I I . � v - I I I I . „ I I . , . � I ' I I I �.. .. � O I .. .. .. :.. �.. '.�.. . ��.. -- (^ � � I . . � . W/GEOTEXTI E I �. r^ ,. . . . . . . . . . . . . . . . . . . . . . . . . . , � ` . . �� o - I I . �. . . : .. .. . : �. . . : �. I_ :. .. .. . � ' �' . . . O � .. . � I , . . . . II CMp,TTINGR I' I I . I . V O I,�` ., _ . . . . . . , . . , . , . . , . . . . . . , . . � . . . . . . . . . . . . . . . . . . . I . . . , ... .\ �� ° I . I . . . .. ' . I I V � . . � �. . . I � �� I , . . . . - - - - - - - - I . .. . . , . . ..I 476 ', i � _ �- v�, i 476 � i- - - li V � � I_ _ _ : I --- I �, I ', , I I \ ; . I : , , ; , __ I_ . . : I �, � � i I I , � � � , , � _ CULV ERT HYDRAULIC DAT A � , �o �� �_ � '� i �� � a � � � � o� � a� I \. J , _ _ _ _ , _ _ O ,'� ; ' / �- .I_ i ; : : ; _ ~ J �� � � � � `R S , .--. � .- ,� � I . . . . � � . . .. -�- . , . . . . .RIPS P � .._ a 1.5' , �, . . - . . . � . . , : � ' . �, . . , . � - , . . . / EOTEXTI E � � I .--� P - _- - ! o I • I -- ---` �- -- � �! _ �� _ _ DESIGN DISCHARGE - 606 CFS I - i� - -- J = o _ - � _ , J ��ss �-�- , _ `� � - o �- I Q. �_ . , ,., - - - _ � , � i - i , _ Z � __ � � ' i,V i I Z � I i I � i � 4 72 � � � - _ _ DESIGN FREQUENCY - 25 YRS �- � � I � � � �� I i I �_ KEY � o f\� I � I I I (\^ I_ I eENCH I I I � 7� I - -- `.J I - - � � - � - + �, I I I I . ... ... . . V I. I_ I, , . , �.,: _ � . . . . . . . . . . KEY I 7.0.' . I - ' � m _ DESIGN HW ELEVATION = 479.5 FT � i ��� ' , '' '' -' _- � �I � �I_ __. �AR�E _ '_ m , , � : 0� T� ,0� i i - _ , , _ T TONS GLAS 'I' - 40 TO S BASE DISCHARGE - 874 CFS � W II !, ii � J� i i � I �� ��i ���i _ 'i � � � '� �� • � �-� - BASE FREQUENCY = l00 YRS . ---- '; i ii -� o �_' _ � ��_ �_,_ i � i- I � � � T-�E��rr f- -�-,- � I � - - - - - --_ _ , , -_ ._: ! , . . ; . . . __- . EST CQIR FIIBER ' TING I �3 � 468 _-- _ - BASE HW ELEVATION = 48/.08' FT -- � N I -- ' I - , I o�E sb �; � 46H � � - - - - - -- OVERTOPPING DISCHARGE _ lll0 CFS � � � � � �� �_ � � � � � __ ; - 5 _ - OVERTOPPING FREQUENCY= 100+ YRS � _ �,' ,, i,II � I- RIGHT DITCH I ' i ' - - - - _ _ _ -------------- � _ ___ _ _ _ - -- - - _ , _ _ __ _ - --_ - - - --- --- --_____ _ _ � OV ERT OPPING ELEV AT lON = 483.5 FT � - --�- - ' ' ' _ ' � z - - � a'' � � � �� � �. - _ LEFT DITCH - , �rf, ! II � � - -' � ,� I-; : : ---------- � �� � 464 - - I W -, �, � 464 � _ _ , i ��, --- -- -- - - � , i � �_ � , i , , i N-i u I �� � I �� � � �� �� 11 12 13 14 15 16 � �� � � L i i i ��� � PROJECT REFERENCE NO. SHEET NO. i �- - / � � o, - � ' � � 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 E7OO6� � I7BP<7,R,U7 4 � � ( Not to Scale) ( Not to Scale) ( Not to Scale) -� - ELEV �M4H2a�7 � � � � � �_-' RlW $HEET NO. ___ I Natural Natural 10'min. ^ r-;� � I Ground �• 1 Ground Pl Sta ll+l3.�`t � 0 1.0'min. _ � �� � �� � ROADWAY DESIGN HYDRAULIC$ c � D �'� Ditch � . �� E�-� � /� ENGINEER ENGINEER I Natural � ,L.1 et Fill d Grade � 1'S 0 4/9 37.8 lRT) �x � �� � � � Ground 2•� � ��O'� Slope � _ �� 5`t� ��.��� � �'� I � � /�� � I I I I Geotextile B Min. D= 1 Ft. - � c��- % i I I I Max. d= 1 Ft. GEOTEXTILE L 226.57 �' � ,5-� -�/ � z I � � � � Min. D= 1 Ft. *�Nhen B is < 6.0' B= 3 Ft. T= ll3.J �� � � -, � ^ � X , ,,, 1 � � � � Type of Liner= Class I Rip-Rap p _ i �� � �� - JODI WAGNER � � I I I FROM STA. 12+25 TO 13+00 LT Type of Liner= Class B Rip-Rap Quantities Included in Outlet Protection for Culvert l 1 - 3v���.�� � j� IMPERVIOUS DB 5499 PG 467 FROM STA. 13+00 TO 13+25 LT L STA. 13+32 ±LT SE _ �4 CLASS I RIP RAP ''4 � D�KE PB 42 PG 154 � �� i' �� � i� - +80.00 -L- �C GF"�_�, SEE INTLET TYPICAL y � I I I D ETAI L 4 DS = 55m h TN �,, X -,� � 53.00 LT i i I I I CL I RIPRAP �-. �, , � I I I SPECIAL LATERAL 'V' DITCH Sta.= 13+25 �T 6 SY GEOTEXTILE �� �" ��� o i 38.00 LT � �� g3 � ���,�;� Not to Scale Q5 = 6.0 cfs � � �� EX R/� � '� � ' � ��� � i i i ` ' , 7 PT Sta. l2 +26.57 ��� I I I I - V5 = 4.0 fps d = 0.4 ft � ��' � c' �' `��` s= 0.06� wfr RIP RAP AT � �� � � %� x � F;�_ � ,� � I I I o< LARRY M. WALKER ESTATE +25.00 -L- Sta.= 13+00 LT Liner ���Class B Ri Ra EMBANKMENT � � � ;�� � �� % - - P P I � � � Natural � .1 Fill Q2 4.5 cfs i � � � _ < i , I I I Ground �.� 3�o��e Slope V2= 3.0 f SEE DETAIL 3� z , DOCUMENT NOT CONSIDERED FINAL BEG�N PRO�IECT ESTATE FILE NUMBER 16E 42.00 LT ps % � I I I � `` PAGE iO3 c�io= s.o cts s,a.= i3+z5 �r , � � +00.00 -L- UNLESS ALL SIGNATURES COMPLETED -L- STA.Il+50°00 �,o= 3.4 fps Q�= 4.5 �r� ''� sENCH �,��` � �� 48 ST +bb.00 -�- Ex ww � � � � Sta.= 13+00 LT V2- 3.5 fps , / � � � i _' �> ------ , -�X AND WI � +4�.�� -�- Q5= 6.0 cfs Q10= 8.0 cfs ��� �� � ;" --- ;�________ _ � RE FE�, �',` $$.QQ �T I� P�re�pa�re�d in the �� NC FIRM LICENSE No: P 0339 � � � � Min. D= 1 Ft. �V5= o$Oftfps PDE 1 ' ' ' 504 Meadowlands Drive -� T �������� Hillsborough NC 27278 .. " s � W .- --------- - � - -'' --- i �����^E����EE^���K� (919) 732-3883 - (91�) 732-6676 (FAX) = S ANDARD BASE DITC �" ------- - - �: I/ s 5 , , - ,: - - --- - - ar , 36.00 LT SPECIAL LATERAL 'V' DITCH 5= o.on f�t PDE �' p� _ _ � ,,. � E ° � ��--- ___ PDE SPECIAL LATERAL 'V' DITCH ��'� ��� � � "� � ��' � TN CL BT XTLE� � � FROM STA.11+25 TO 12+25 LT EX R/W n- �� s g; � � � � � � FROM STA. 14+75 TO 15+25 RT SEE DETAIL 4 PpE �iner- Grass C�� �� i � � FROM STA. 14+75 TO 15+25 LT PDE __-- -- SEE DETAIL 1_ _____ ___ -� � 1 E E L ,� ' I I I � - - -,- ,�� � � > � > > ��,� t-� � � , ' �� �� � � F E �� �,,���-��� , ,, '� � .. � , - ----- -- _ ` " ------- - - � , -� �' ; � � ,'�� � � � I I I --------- --� � --------- -- - � I '_,_. � - -�.,; � i ; ,� �_ - ;_., �_,.� - � -- -, �:,=� � - - - - SPECIAL LATERAL 'V' DITCH i --------- ------------ - ---- ------ GRAU 350 TL-3 GRAU ,_�5fl TL�� -_,_ � �� � \ � Q Sta.= 14+75�LT Sta.= 4+75 LT ��� ������������ � I I I �� � 8�1 - T � � � � � � � N� I S v° / V�2 = 3 5 fps N� Va5 - 3. � fps -L S l Q. l5 +25.�� � I I I - s ss cfs d= OJft i I I I _-- � V10= 3J ps s= 0.030 ftRt I n = 0.035 I I I I . - - - - - - - s s - - - Lin r= � I --- - - - �� IPdEH e G ass - ------- ----- � � � � ------ I�-- N - --------- N _ O -_______-__ r r � � I I I ------ --- O p r s s o , - _ 0 o MIN TEMP. o � c� ,� ._ ,,, - _ � o --,�� _- , ? ���; - _ ---- - � � s � a � �, <-� , ; '���; � � I I I - ,', o �� I PIPE � I I I _� , � ,_, ,. ,,;� , ��`; -_';� _ �� __ - t,� _� - s s � SPECIAL S ILLING BASIN � I I I ': I . i I I I � N Io 0 0 , , , i S � o N o � � � � � - i _ _38 x19 x�_ . - - - - - -- - 5 S I - - - - - ---- - -- - --� -- - - - - � - - - ,, _ --- �- � �, _ � � s , �� - - \ , , � ;,_�, � ---- _ ---------- ----- . - � = - ------- � , � I I I------- ------ , i i I I I 5 2 TN CL B RIPRAP � � ` BEGIN CONSTRUCTION � i FOR PUMPED EFFLUENT i I i i -L- STA. 11+25.00 i N� � 8°� � s � 8°I 7 SY GEOTEXTILE N� �' � � SPECIAL LATERAL 'V' ITCH � I I I ��� � - ------------- , -- .-� � . - - - �- GRAU 350 TL- s -3 � �_ - _ , _ I r�a u � R - I � � : E , ,_ TL ,,,,� .-v„-.-w �--v„-: ,� 'r" �,�, � E � D ETA � � �> _ , F GRAU 350 � I I �� s o - - � _ _ _ _ - - _ _ � � ��, , - -- � � ��,��, ,�� L -- --_- - - _ _ . ,_ , , , S I L � � 6l' ASP�-�A�T R v - -�-- _ �, , ,_� .,.. _ I I ------ __ r� i c � _ � �,,,�-. „-.�- � � , � I s � - ��� _ � --, -- :,-- _ -� _ --- ---- -- � - � -x � - � Y � � , F�_ ---- � -- f __�<� � -�' �- � � �; � �,� ���� � - _ , _ - -- < - - � �� - - ; ,_ �_;=� � - �-�; " i , ;, _ ,_; _, � � � < � � � �� �� � > , , , • ,�� �� , � � � . -, , � � I - - � � � � l� 1 � - -,-.: , :�_;- .-. :� � -1 _.�-. _ . . : _ _ - . . _ �� _ -� _ t� . _ .- _ . _ . . .. _ .-. -�,_.. ,..;_ ,, ;.. ...,; ., . ,. r °. ' �S �� I' i , � , � � - � 0 i > � � > � ' . , � I �X�X I � � � - _ _ � � � � I I � .'' � . �� . . - . - . . - 5 � - __- -X . .. � � < _ , .. .. K )� �X ix�sT�Nc R`w - � - � � � •�' F �� I ��ANU �� Ih E JcE % � , � \� x ,, � � � � x �� , I'-'_ � � � � �� ,i' t � , � Sta. 14+75 RT � EXISTING R\W �--- ___ X = EIJSH � � � • I E � - / s � � =��; � � r Q2 5.2 cfs ' _ � r � , �_ � � - " �� � i{� Q2 = 6 7 fcfs �. � , , - - r.� -� , ; ; i � �, --- - � � � s� I� � �' _ • Ps . _° , _ '� %� � --- � � x � _��✓ �"_ _ - � i �; � � +92.00 L- ;; � � '� - i �. ,� ��,- ,,�.�,�-^° � � , cn I I I ; � � _ � � � Z I I � � p ` ��� �� � �� � � � - � � �.� � � � ti��' � �,�� � � I I - ' S , � �r ",� � � � �^ � � � � � ` ' EX R/�/ �,� '� � - � s-^'� � Sta. = 14 + 75 RT GUY � N � � � � ' � � V�5 - 3 7 fps rti � 6/' CONC. DRIVE -- I I I � ` ' � i i i � 25 + 52.00 -L- d = o.� fr � �3 �NCa + 94.41 -L- -; � EX fLW n= 0.0 o Wft � I �E � Liner= Grass �� + �Z.00 -�- END PROJECT I I I � , � 40.00 RT � � � � � , TYPo 40.0o Rr ,- �/ IMPERVIOUS -L- STA.15+00.00 � I I I - EX RrW ,� � ��, �� + 05.00 -L- ' � �i ; � � � � � `-� bz.00 RT - ' � � V � _ ��KE END CULVERT $ � � I I I CUSTOM INTERIORS LTD & COUCH FURNITURE CO ; ; I i I I I DB 33� PG 619 � �I �� �� � -L - ST A. �3 �"4I.SO ENO FIRE AND EMERGENCY SERV�CES INC ' I I I PB 3i PG 70 = BE�i�N CULVERT <` i� � BENCH +29.00 -L- DB 4348 PG 150 � SURF�ACE WA ERTS IN � �� ,-� .� � DB 3775 PG �01 � DB 2839 PG 350 � i i i 20 10 0 20 40 � -L- STA.13+20.19 65.00 RT CLASS I RIP RAP ! IMPACTS IN SURFACE WATER �; c � r SEE OUTLET TYPICAL �i�L��L�///� DENOTES TEMPORARY i I I I i� � � PB 97 PG 153 �� �- ,���� �`� `� 40 TN CL I RIPRAP � PB 9� PG ��7 - � 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 =$TA 15 -I- ��.�� i I! ' � ' i i i - E� 4s2.o�' _- : : - : : - EL - 484.06' I� � . �_. - - � � --- I I N CET PI a4 I� ' i i i 492 __ : ' �, � /�O � _ � O � � . N,OT T SCALE I ! --- I `"F / � � I I I -- - -- - --- ---- + _ _ - - . --------. --- - � �0 . I � � � Q O �N �I_ i - �I �� � I _ ' I I I � o I 3T 31.00 L � Q � � � �� � � U+.ss -r eir r i�l IM � ��"//GEOTEXTI E i _ � _ ! _ . � � I O � ! C7 Q � -�' - - ! I `#�a�ni �riscER � i ' I I I SKEW = 107° • � � - � 2 @ �o� x 6� _ ' Pl = 14+25.00 _ ii --' + Cr -I -- � �- --I -� - i � _ , i o I 'i Pl - l2 +00.00 _ , : i , � Z `� , � � � � � � _ i � �i � - � � i i i : � � EL 483.38 I Rcec ! EL - 484.09 . � \, �' v� � , I I I I _ I I I i � i o�. , _ V C = l00' �' �+r --� , � �. � i i i 488 � vc = �oo' � , �. - 488 � � � � . _ o _ i _. O , � W i � � ��SS �- , •�; 5� �A , : � � K l57 _ � K - 28/ _� _ � , � � J, � I I I V `�1` � - WiGEOTEXTILE � V .. I . . .'. I i � W/GEOTEXT�I E � q �.� �. � � i i i � �� DS = 65mph ---- --- --' DS =�65mph -- -- ? i a� � � KEY �N ; o- , . . _ � i i i ___, , _ � - . I I I . . . . . - � - � - - -�- -� - � - -- ---- . . � 1�� �, . ,� , I � .KEY IN 1.0' . �.� � . . . . . . . � . . - - . . . . . . . . . . �. �, . . . . , . . � � . .. . lV . . . . . . BENCH � � �. I II I . . . . . . . ���� . . . . . . . . . . . . I . . . . . . � � � ���� _ _ � i i i 4 84 . .- , - . . . � � +�0.3/56% . � -10.0400� - - - - - - - - - - 4 84 � i i i __ � ---- - ------ � � III --------------------- ,-- ------------------- ------------------------------- o Tj�E=b�� �i- ii E T TONS CLA 'I' � 3 T ---------- � � Sy i-iO..3200� , � � I � -h .6a:OO� ��' �_ �:�oOO / � i EST GEOTEX G I, 121- I � i i i � +10.3156/ o +- - EST COIR FIBER TfIN � I I I r- --- - - --- --- � _ _ _- - ; -- -- -�- -- -- -- -- --- ' I - _ � � I I I - � i i ------� ---= _ _�- - = , i -i -�a� ��'�$� _ � I I I � y �� � �,� � � -- --- ' �Q � _ � I I I � -!-� - �, I - 800% :(+) .�.0 � � � � i_ � _ - ___ � 1.2 � _ _ - , ___ � � i 480 � � � � 'I -- _ --. ._ -- _ i � ' i ` ' .�- ' fa ;�, � , � '. -- I I I I I J� NOT T SCALE I � I I I I I ---- -- --- - - _ , _ � �n I _ I Q Icv � � � �� i I I I I I O J!��-I - _ , - I �\ ,� _-. i I Q'fJ O-C -O � Q� I EFT TO IGH7 LO ING DOWM9T E I--- II � � � � I �-�a- I � I Q�---- I O -CLASS I I . � v - I I I I . „ I I . , . � I ' I I I �.. .. � O I .. .. .. :.. �.. '.�.. . ��.. -- (^ � � I . . � . W/GEOTEXTI E I �. r^ ,. . . . . . . . . . . . . . . . . . . . . . . . . . , � ` . . �� o - I I . �. . . : .. .. . : �. . . : �. I_ :. .. .. . � ' �' . . . O � .. . � I , . . . . II CMp,TTINGR I' I I . I . V O I,�` ., _ . . . . . . , . . , . , . . , . . . . . . , . . � . . . . . . . . . . . . . . . . . . . I . . . , ... .\ �� ° I . I . . . .. ' . I I V � . . � �. . . I � �� I , . . . . - - - - - - - - I . .. . . , . . ..I 476 ', i � _ �- v�, i 476 � i- - - li V � � I_ _ _ : I --- I �, I ', , I I \ ; . I : , , ; , __ I_ . . : I �, � � i I I , � � � , , � _ CULV ERT HYDRAULIC DAT A � , �o �� �_ � '� i �� � a � � � � o� � a� I \. J , _ _ _ _ , _ _ O ,'� ; ' / �- .I_ i ; : : ; _ ~ J �� � � � � `R S , .--. � .- ,� � I . . . . � � . . .. -�- . , . . . . .RIPS P � .._ a 1.5' , �, . . - . . . � . . , : � ' . �, . . , . � - , . . . / EOTEXTI E � � I .--� P - _- - ! o I • I -- ---` �- -- � �! _ �� _ _ DESIGN DISCHARGE - 606 CFS I - i� - -- J = o _ - � _ , J ��ss �-�- , _ `� � - o �- I Q. �_ . , ,., - - - _ � , � i - i , _ Z � __ � � ' i,V i I Z � I i I � i � 4 72 � � � - _ _ DESIGN FREQUENCY - 25 YRS �- � � I � � � �� I i I �_ KEY � o f\� I � I I I (\^ I_ I eENCH I I I � 7� I - -- `.J I - - � � - � - + �, I I I I . ... ... . . V I. I_ I, , . , �.,: _ � . . . . . . . . . . KEY I 7.0.' . I - ' � m _ DESIGN HW ELEVATION = 479.5 FT � i ��� ' , '' '' -' _- � �I � �I_ __. �AR�E _ '_ m , , � : 0� T� ,0� i i - _ , , _ T TONS GLAS 'I' - 40 TO S BASE DISCHARGE - 874 CFS � W II !, ii � J� i i � I �� ��i ���i _ 'i � � � '� �� • � �-� - BASE FREQUENCY = l00 YRS . ---- '; i ii -� o �_' _ � ��_ �_,_ i � i- I � � � T-�E��rr f- -�-,- � I � - - - - - --_ _ , , -_ ._: ! , . . ; . . . __- . EST CQIR FIIBER ' TING I �3 � 468 _-- _ - BASE HW ELEVATION _ 48/.08' FT -- � N I -_ � i '; �; , I o�E s6 �; � 46H � _�� OVERTOPPING DISCHARGE lll0 CFS � ��, � � �_ , � � � � - - - - - -- � OV ERT OPPING FREQUENCY = l00 + YRS � � , ' ' -_ �_ ' I � � _ �?J � � � I- RIGHT DITCH -------------- ; � - - - - _ - -_ _ - - - I - - - - o _ � �, _ , _ _ -- - - - - --- --- ---- --- - - i � OV ERT OPPING ELEV AT lON = 483.5 FT - -�- - - i�z - - i I a i' � � --' � � � � �_ LEFT DITCH ---------- - � �� � 464 - - I ; �, - , �, � 464 i ��, --- -- -- - - � , I - - � � �_ � , i , i N-i u I �� � I �� � � �� �� 11 12 13 14 15 16 � �� � � L WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACT S RFACE WATER IMPACTS 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 0.01 134 58 TOTALS*: 0.02 0.01 134 58 *Rounded totals are sum of actual impacts 2013 10 24 • � See Sheet � A For I ndex of Sheets See Sheet � B For Conventi onal Symbols See Sheet � C- � For Survey Control Sheet THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. • 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 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. �� -SR,1002 ST�MARY� RD. _ _ 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.) - DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED Prepared in the Offlce of: HYDRAULICS E11tGI11lEER GRAPHIC SCALES DESIGI� DATA PROJECT LEI�GTH 504 Meadowland Drive Hillsborough, NC 27278-8551 ADT 2015 = 2400 Voice:(919)732-3883 Fax: (919) 732-6776 2O �O O ZO 4O T = 7 ��O * LENGTH ROADWAY PROJECT = 0.062 MILES DESIGNANDENGINEERINGSERVICES www.summitde.net p�� �O�pG� FIRM NO. P-0339 �L� C��Q 2012 STANDARD SPECIFICATIONS Q ��o PLANS V= 55 MPH LENGTH STRUCTURES PROJECT = 0.004 MILES � �� P.E. TOTAL LENGTH PROJECT = 0.066 MILES SIGNATURE: � � 20 l0 0 20 40 *-�'ST = 3% DUAL 4% RIGHT OF WAY DATE: TRACY N. PARROTT, PE � o I V V`1Y 7� 2 O � 5 PROJECT ENGINEER R OAD WA Y DESIG11l E1�GII�EER ' a PROFILE (HORIZONTAL) ���� ooQ�� F U N C C LAS S= o� �� Q��Q 4 2 0 4 8 R U R A L M A J O R C O L L E C T O R 1� C D O T C 0 1� T A C T: V I R G I N I A M A B R Y LETTING DATE: BRANDON W. JOHNSON, PE MANAGER, PRIORITY PROJECTS UNIT I V V` 1 Y 7, 2 O � 5 PROJECT DESIGN ENGINEER PROFILE (VERTICAL) PE 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 � E -� � ENGINEER ENGINEER I p< D Ditch 1.0'min. " i u ��� ---� Z� � ��a ti Natural � 1 � Fill d Grade � 1'S � � ���/ ��•� ���� N �� ��� p' ' � � � � � � Ground �.� p �\p'�e Slope � _ �� �`t� ��.��� m � � � � �� - ,c ��'-I � - I I I I Geotextile g Min. D= 1 Ft. / - � q / i I I I Max. d= 1 Ft. GEOTEXTILE � L 226.57 �' Jp �/ �$-- `�' i ,- � � � � � � Min. D= 1 Ft. *When B is < 6.0' 6= 3 Ft. T = ��3.34� �'� � ^� / i � X � �. ' � � ( � JODI WAGNER � � � Type of Liner= Class I Rip-Rap _ i ' / � � � � Type of Liner= Class B Rip-Rap Quantities Included in Outlet Protection for Culvert � - �s���•�� � /� i �MPERV�dU� ` � �B 5499 P('i 4(�7 �� FROM STA. 12 + 25 TO 13 + 00 LT �� - � �� � I I I FROM STA. 13 + 00 TO 13 + 25 LT L STA. 13 + 32 ± LT SE = O4 CLASS I RI P RAP '� � D�KE PB 42 PG 154 -J � I I I i' - /�� i� + 80.00 -L- � SEE INTLET TYPICAL ; J�� NC GF' � i i i DS = 55m h � _ DETAIL 4 TN c� i RiPr�a,P �' x "� o�� 53.00 �T � ;'� NAD 83 n� � I I I SPECIAL LATERAL 'V' DITCH Sta.= 13+25 �T� 6 SY GEOTEXTILE �� �"/ �� a i 38.00 LT � , � i i i cNo,to S�a�e, PT Sta. 12+26.57 Q5= 6A �f5 ,� � ° i , � � � � � V5 - 4.0 f s � � � EX R/VV I � � � -. d= 0.4 ft p �j � �`;' °' � J'�� 5= 0.06� � RIP RAP AT ��� A � n = 0.054 ' � � I I I � o< LARRY M. WALKER ESTATE +25.00 -L- Sta.= 13+00 LT �iner= ass B Ri Ra EMBANKME T � � X s^`�'° I I F�- L I � � � Natural .1 t Fill Q2= 4.5 cfs P P s � � �� �� I_ � I I I Ground d.� n'�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 --"' / � , _ k�XOJ i � _ � Pre ared in the � � � � 0= 8.0 cfs ` � j ' �� � �-------- - �� ,_ 38.�� �T � f NC FIRM LICENSE No: P-0339 + 40.00 -L- Q5 = 6.0 �fs a� � � � � Min. D= 1 Ft. V5= 3.0 fps - � P�E � ��� ' O ice o: 504 Meadowlands Dri� e - -- � -------- --'-' - , ��x.�oEx��xEEa�� � (919) 732i113883 �U(9h9)N 32 66 6 (FAX) i I I I 36.00 LT d o.s ft P�E ANDARD B I �� ��� �- �� ��� , ' / r �% - � SPECIAL LATERAL 'V' DITCH s- o.on f�t PDE �� � � � �' �� � - - _ � � ;I� � � � E ���i , , u - - --- ��� - - I I I SEE DETAIL 4 � � �� � , � - ���� - � � --- � FROM STA. 11+25 TO 12+25 LT EX R/W n= PDE �SPECIAS E DETAIL 1 DITCH \�������\ �- � � � � E E 2 TN CL B RIPRAP � � FROM $TA. 14 + 75 TO 15 + 25 RT PDE �mer- Grass i FROM STA.14+75 TO 15+25 LT P�E � 1, 7 TEXTILE � _ - ; , I I I � _______--- � � -------�� '�� � ��� - j I' % � �C�� ���R����� � F E - ' ' I I I , ���� ��,v -- - , , _ �� � � �� '�� r ✓:�� �'�'/ � ;i , � " �vvvvvvv C ---- �, , ' --- - � I I I _ - - � �= - - - - _ ECI TERAL V DITCH -- / \ ---------- \ L _. � ` i / ------------ ► �\ � �� -' ` \\ \\ - - p � \ � \\ � �- J`� i ----- � �-� � � �''; `^�� S AL LA ����` , , -- `,Gi�AU 350 TL-3 ---- _ _ , / i i i---- ------------------ ��1 �:. �;, -�`�-��." i; _ END CONSTRUCTION � i i i i , �� � � � � Sta.= 14+75�LT Sta.= 4+75 LT °� � � i i i '�, ��n 8� �, �; ga � Q2= 5., �f5 N Q5_ b.o -L - ST A. l5 +25.00 � N �„ V2 - 3.5 f s � VS- 3.7fs � � � � -----= i � � I`� �cfs d= OJ ftp i I I I _-- V10= 3J ps s= 0.030 fvft I I I �+ / n = 0.035 � � � ' - - - _ - Lin r= � i - - - e G ass � I I I --- - ��IPdEH ------- ---- N r � I I I -------�-- � - - --------- N O ----- --- - � � N � o r MIN TEMP. N , - ----------- - o _ I I I --- � o 0 0 0 O � N � PIPE a o -- _ „ _ -, , ��; - � I I I - ,'i o �� I . „ �, � � „ _,; � I I I _- _ �. c°� ��! � �� - � � I �� � � i i i ', N I a o o SPECIAL S ILLING BASIN � N N o „ � � � � � - � - 3 8'-�c �9'�c � - -- - - ' I � � - - - - - - - - - - -- --- -�-- ------- ---- � -- - - - �,- � � ---------- --------- • - I � � i�° h�_r� ' ' ------- --------- ---- � - � - - BEGIN CONSTRUCTION li FOR PUMPED EFFLUENT � � v� -- �. i I I I � � 2 TN CL B RIPRAP � � � i -- STA ll+ I �� i 8�� ,' 80l �� / L . 25.00 _ ; 7 SY GEOTEXTILE � � � i I I I ,' , ;; i - _ , F � � i�; � i�- I E GRAU 350 TL- - - -I � � \��'��5. `����/ - - - - - - - -�c - - - - - - SPECIAL LATERAL,'V,,,pITCH `-� '� � - -� -- - - - - - _ � � �� \- =�� -_ ,, , � ���. �- r,� � -� `�" ,� AI L 4 � � � I I I � _ , � s - f - �` ��� , � �-�5-` �` � � - - - - - - �` y � � i:r -'x - , . F - C -� . � , � . Y� . .-,,C Y : � �-r $�� x � ~ 6/' ASPNALT DRIV -� , -� - � , _;.__F- -- < --- - I >- __ � _ \ `� , - -. _;- , ; --._ ., ,_, .,-.,_ ,-,_ ,=� -v - -;__ � �_ . �, ! � \ / � � " - - - Y . ,_. -,, DET , � -, ` _ , , _ �. ���= � ,-� - ,_ \\\ ���� '\\'�• \ � ',' � � � � �``�� � 4 f� P �� S I A f J I� ti I k! � � � � - �X�X � � = --- � �_ � � ��. � � � E��:� i ---- �x ixisriNc R�w � _ _ _ ;' �)' . �_ � � -- ' ' �< I �X , �. �-If,�_ ,��� � r , . Sta.= 14+75 RT 4 � i _ X _� I Y � � � i � �o�; �� F.XISTING R\W � y_ � I I -- __ E E E. � I i�� r Qz= 5.z �fs 6usH � � -, ` � � , , � � - - - - _ % : � �� V2 = 3 5 fps _ __ ___ > � , i v �� I I � � ��� _ r . � , � _ . __ - , , cn I I I r�--- - � � 7 ` � a c� � � � � �. � , � p"'��` = � i Z I I , ��� � -��92.00 -L- � ����� 3 a = �, _ -��� ���� �,;i �� ��,-. � �- � _ ' I I � � � �i, � � � � �� � � Sta. = 14 + 75 RT ` GUY � � v, I I I �l r� ;�x R�w -F� m,� ,� / _„��-� Qe= b.o �fs � 6rcoNc.oR�vc -- � � 25� � � l V5= 3J fps �:.3 ��� � - � � � � � + 52.00 -L- d = o.� ft s- o.oso wfr ' � i i i -'.I +�z.00 -�- /NCa -� � �. � � - � ti � �'� +9a.4i -�- �� � � �.� Ex ww n= 0.035 END PROJECT - � � � � � �'-,� 40.00 RT ��/�o � 40.00 RT j� �E � �iner= Grass � i i i �� �'i Ex ww ,; ,�� ~ �� � - innPERvious� -L- STA.15+00.00 ��, +05.00 -L- l/ � _, DIKE � � � � � `� �`�1 � b2.00 RT - �� �� ti END CULVERT $ CUSTOM INTERIORS LTD & COUCH FURNITURE CO � �v ` m / ' I I I DB 33� PG 619 � _� � � ` " -L - ST'Q. �'3 +4�.8� � ENO FIRE AND EMERGENCY SERVICES INC ' I I I PB 3� PG 70 �� � i BEG�N CULVERT � `'�� BENCH � �� ALLOWABLE IMPACTS ZONE 1 � ' +29.00 -L- DB 4348 PG 150 '�'�'�'�'�'� � I I I 2 � � � � 2 � 4� i�� L ST Q. �,3 f2�.�9 � �" ��` � � 65.00 RT DB 3775 PG �01 ? � � - DB 2839 PG 350 i I I I � � CLASS I RIP RAP i I I I a �� i�� PB 97 PG �53 \\\\\\ ALLOWABLE IMPACTS ZONE 2 i � -, / , SEE OUTLET TYPICAL � \ I I I �`�, 40 TN CL I RIPRAP j PB 9� PG u7 i I I I 81 SY GEOTEXTILE i � � I I I il � / / ��,- : � ' , � 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 =$TA 15 -I- ��.�� i I! ' � ' i i i - E� 4s2.o�' _- : : - : : - EL - 484.06' I� � . �_. - - � � --- I I N CET PI a4 I� ' i i i 492 __ : ' �, � /�O � _ � O � � . N,OT T SCALE I ! --- I `"F / � � I I I -- - -- - --- ---- + _ _ - - . --------. --- - � �0 . I � � � Q O �N �I_ i - �I �� � I _ ' I I I � o I 3T 31.00 L � Q � � � �� � � U+.ss -r eir r i�l IM � ��"//GEOTEXTI E i _ � _ ! _ . � � I O � ! C7 Q � -�' - - ! I `#�a�ni �riscER � i ' I I I SKEW = 107° • � � - � 2 @ �o� x 6� _ ' Pl = 14+25.00 _ ii --' + Cr -I -- � �- --I -� - i � _ , i o I 'i Pl - l2 +00.00 _ , : i , � Z `� , � � � � � � _ i � �i � - � � i i i : � � EL 483.38 I Rcec ! EL - 484.09 . � \, �' v� � , I I I I _ I I I i � i o�. , _ V C = l00' �' �+r --� , � �. � i i i 488 � vc = �oo' � , �. - 488 � � � � . _ o _ i _. O , � W i � � ��SS �- , •�; 5� �A , : � � K l57 _ � K - 28/ _� _ � , � � J, � I I I V `�1` � - WiGEOTEXTILE � V .. I . . .'. I i � W/GEOTEXT�I E � q �.� �. � � i i i � �� DS = 65mph ---- --- --' DS =�65mph -- -- ? i a� � � KEY �N ; o- , . . _ � i i i ___, , _ � - . I I I . . . . . - � - � - - -�- -� - � - -- ---- . . � 1�� �, . ,� , I � .KEY IN 1.0' . �.� � . . . . . . . � . . - - . . . . . . . . . . �. �, . . . . , . . � � . .. . lV . . . . . . BENCH � � �. I II I . . . . . . . ���� . . . . . . . . . . . . I . . . . . . � � � ���� _ _ � i i i 4 84 . .- , - . . . � � +�0.3/56% . � -10.0400� - - - - - - - - - - 4 84 � i i i __ � ---- - ------ � � III --------------------- ,-- ------------------- ------------------------------- o Tj�E=b�� �i- ii E T TONS CLA 'I' � 3 T ---------- � � Sy i-iO..3200� , � � I � -h .6a:OO� ��' �_ �:�oOO / � i EST GEOTEX G I, 121- I � i i i � +10.3156/ o +- - EST COIR FIBER TfIN � I I I r- --- - - --- --- � _ _ _- - ; -- -- -�- -- -- -- -- --- ' I - _ � � I I I - � i i ------� ---= _ _�- - = , i -i -�a� ��'�$� _ � I I I � y �� � �,� � � -- --- ' �Q � _ � I I I � -!-� - �, I - 800% :(+) .�.0 � � � � i_ � _ - ___ � 1.2 � _ _ - , ___ � � i 480 � � � � 'I -- _ --. ._ -- _ i � ' i ` ' .�- ' fa ;�, � , � '. -- I I I I I J� NOT T SCALE I � I I I I I ---- -- --- - - _ , _ � �n I _ I Q Icv � � � �� i I I I I I O J!��-I - _ , - I �\ ,� _-. i I Q'fJ O-C -O � Q� I EFT TO IGH7 LO ING DOWM9T E I--- II � � � � I �-�a- I � I Q�---- I O -CLASS I I . � v - I I I I . „ I I . , . � I ' I I I �.. .. � O I .. .. .. :.. �.. '.�.. . ��.. -- (^ � � I . . � . W/GEOTEXTI E I �. r^ ,. . . . . . . . . . . . . . . . . . . . . . . . . . , � ` . . �� o - I I . �. . . : .. .. . : �. . . : �. I_ :. .. .. . � ' �' . . . O � .. . � I , . . . . II CMp,TTINGR I' I I . I . V O I,�` ., _ . . . . . . , . . , . , . . , . . . . . . , . . � . . . . . . . . . . . . . . . . . . . I . . . , ... .\ �� ° I . I . . . .. ' . I I V � . . � �. . . I � �� I , . . . . - - - - - - - - I . .. . . , . . ..I 476 ', i � _ �- v�, i 476 � i- - - li V � � I_ _ _ : I --- I �, I ', , I I \ ; . I : , , ; , __ I_ . . : I �, � � i I I , � � � , , � _ CULV ERT HYDRAULIC DAT A � , �o �� �_ � '� i �� � a � � � � o� � a� I \. J , _ _ _ _ , _ _ O ,'� ; ' / �- .I_ i ; : : ; _ ~ J �� � � � � `R S , .--. � .- ,� � I . . . . � � . . .. -�- . , . . . . .RIPS P � .._ a 1.5' , �, . . - . . . � . . , : � ' . �, . . , . � - , . . . / EOTEXTI E � � I .--� P - _- - ! o I • I -- ---` �- -- � �! _ �� _ _ DESIGN DISCHARGE - 606 CFS I - i� - -- J = o _ - � _ , J ��ss �-�- , _ `� � - o �- I Q. �_ . , ,., - - - _ � , � i - i , _ Z � __ � � ' i,V i I Z � I i I � i � 4 72 � � � - _ _ DESIGN FREQUENCY - 25 YRS �- � � I � � � �� I i I �_ KEY � o f\� I � I I I (\^ I_ I eENCH I I I � 7� I - -- `.J I - - � � - � - + �, I I I I . ... ... . . V I. I_ I, , . , �.,: _ � . . . . . . . . . . KEY I 7.0.' . I - ' � m _ DESIGN HW ELEVATION = 479.5 FT � i ��� ' , '' '' -' _- � �I � �I_ __. �AR�E _ '_ m , , � : 0� T� ,0� i i - _ , , _ T TONS GLAS 'I' - 40 TO S BASE DISCHARGE - 874 CFS � W II !, ii � J� i i � I �� ��i ���i _ 'i � � � '� � � �� • � �, - - BASE FREQUENCY = l00 YRS . ---- ; i ii -� o �_' _ � ��_ �_,_ i � i. _ I � � � T-�E��rr f- -�-,- � I � -,. - - - - - --_ _ , , -_ ._: ! , . . ; . . . __- . E!ST C'QIR FIIBER ' TING I �3 c . ' . _ - _ � -- I I . - , . . . ' � � I � --- BASE HW ELEVATION _ 48/.08 FT � I � ��-- i o�E sb �; �� ,° __ _ _ � J OVERTOPPING DISCHARGE - lll0 CFS � ��, N � � ,_ � � � � � � - - - - - -_ _ _ i � �_ � i r OVERTOPPING FREQUENCY= 100+ YRS � ' - - - _ � _ � ,' ,, � � � I- RIGHT DlT CH _ - - - -------------- � c - -__ _ _ _ ! - -- - O _ ili ,. _ ,i _... _ --- _ _,__ - - - --- --- ------- - -�i OV ERT OPPING ELEV AT lON = 483.5 FT - �- - � - - J ;, �� ��,_. _ _ ; �= i I a i __' � ? I- LEFT DITCH ---------- � �� � 4 6 4 - - I W -� �, � 4 6 4 � _ _ , i ��, --- -- -- - - � , i � �_ � , i , , i N-i u I �� � I �� � � �� �� 11 12 13 14 15 16 � �� � � L . . .. . � ._ ._ - • • ' • • • ' • , ���������� a � , . . : ., . . . a���������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ����������� � ���������