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HomeMy WebLinkAbout20160727 Ver 1_670221_FS_wetland and streams_20160727• � 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 TO SR ��iMMocKs 1134 MILL RD.) � JI�I �\ J� � � %�� ��� %)� JI�I JI�I J�I ���� � !���\`� �\� �������'���� �� ���� ��� PERMIT DRAWI NG SHEET 1 OF 4 LOCATI01�: BRIDGE 1�0. 670221 01� SR 1135 (MOOREFIELDS RD.) O T�ER ROCI�Y R U1� 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 RFC�IN C'l ll VFRT � � -L- STA. 13 + 37.55 A DESIGN EXCEPTION IS REQUIRED FOR VERTICAL ALIGNMENT AND STOPPING SIGHT DISTANCE. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. NC GRID NAD 83 NA 2011 TO SR 1134 (DIMMOCKS MILL RD.) ���������� ����� II�� N�`� gJ�]E 1F�lE� ]f� % W .��;��JI5I7Cb�N 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 2 015 = 2 00 Voice: (919) 732-3883 Fax: (919) 732-6776 2O �O O ZO 4O T = 6 % * LENGTH ROADWAY PROJECT = 0.066 MILES DESIGNANDENGINEERINGSERVICES www.summitde.net p�� �O�pG� V = 3� MPH FIRM NO. P-0339 �L� ��Q 2012 STANDARD SPECIFICATIONS Q ��o PLANS LENGTH STRUCTURES PROJECT = 0.005 MILES � �� P.E. * TTST = 3% DUAL 3% TOTAL LENGTH PROJECT = 0.071 MILES SIGNATURE: � � 20 l0 0 20 40 RIGHT OF WAY DATE: TRACY N. PARROTT, PE a � � PROJECT ENGINEER R OAD WA Y DESIG11l '° � F U N C C LAS S= MAY 7, 2 Ol 5 E1�GII�EER a PROFILE (HORIZONTAL) RURAL LOCAL ���� ooQ�� °� � a Q��Q 4 2 0 4 s 1�CDOT C01�TACT: VIRGINIA MABRY LETTING DATE: BRANDON W. JOHNSON, PE MANAGER, PRIORITY PROJECTS UNIT IVV`1Y 7, 2 O� 5 PROJECT DESIGN ENGINEER PROFILE (VERTICAL) SUB—REGIONAL TIER PE SIGNATURE: � i i i i i _ � - _ _ i � �� �- � - � � i '� � i . . f �,` � � - PROJECT REFERENCE NO SHEET NO � � - � '�'r _ � ��-� ��_�;_ � MELINDA S. WILSONr �.� ��"� ��� � R� � � �' I 7 P 7 R 7 4 � RIP �Ar -� ' � DB 5106 PG 400 MELINDA SWANN WILSON il � B DGE N�o 6 022 B< o oU �' i PB 50 PG 27.. , i � � DB 426 PG 584 �� � �` � PB 37 PG �01 � � �� '- � �_ i . � R\W DB 1507 PG '�63 � ' �-' � � � - � R�W SHEET NO. ___ � `� � S = _ � _ � �� i _ �' � ' R\W DB 1507 PG 561 T � m �� i ___ ' `- _ � ' „ � a� � � �` DETAIL 2 ` i � ROADWAY DESIGN HYDRAULIC$ __ - - - - _- ' � _ �) � - ,�, � � , BEGIN CONST RUCT lON , _ R�P , _ , �-, � � ���� � � P � MIT DI�AWING z� - � o �� PERMANENT ROCK CHECK DAM ENGINEER ENGINEER _� - 15„ _ � _ � � i i i \ � ` -L - ST A. ll 50.00 , ot to S�a , _ - - � _ __ _ � �� N le 'i ' � __ � � ' _m�H EET OF 4 �p � �____ __ � I I I \\_. ... ,-...,% �DF�4C TE L ii I'.� � I � 6 �`. SHLD. ° !_,"�'' i 1rP�UXI�i � I I I \ �a°F P4sEM�fJIT � I �, � ; �I�T��1�'1[I[�ll,l��]E lf�lL,�I�T� � � � , ��-; -� �� �. 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DOCUMENT NOT CONSIDERED FINAL � � , � \ V= 5.6 fps ; i i i PCC Sto. l0 +79.12 - __ A� �� ' ` ��� �� ���,, � � ��� d= o:��� � F��� � UNLESS ALL SIGNATURES COMPLETED � �. , � � _ �� � O -, � � � � � � -�� �- �� �\ V� '� ��/� n= 0.040 �� � s�oPe Pre ared in the / r � �� �' �� �' ��. Liner- CI ss � . F, � �' � ' � � - R,�, � �� P �� NC FIRM LICENSE No: P 0339 � � � � � � � � � \�_ F�� `. '�� ,�,� , , � �� �,� � � Ta � ��� �� , Office of: �� � _ . � � �r� � � �� �-� � ������ 504 Meadowlands Drive � � , ' '� � �� I._ Hillsborou h NC 27278 i I I I DENOTES IMPACTS IN , � � �� A ��' � �� ���� � , � , � �,' �� �� �c�� ,� ,��.�oE��,�EEa,��„K� �9i9� 73z-3as3 - �9i�� z3z 66�6 �Fax> i I I I � SURFACE WATER � -, � � j � � � , �'' � }'� � � �� � � �� �E ,41 � � � ;� 1` � � � ,�� � � �: � �� , , ' � .� � 5 TONS CLASS B STONE � � I I I ��� "� � �-��� ��r"�,��V � ���"�� � �( ,�� � �SPECIAL LAT A BASE�D!ITC� � � �� / ' � � � � � � _ � � STA. 12 + 70 LT i� � > �_ '� � � I I I DENOTES TEMPpRARY � � � , , � , C �` � � �� _ � � � \ _ / � �, � ' ,i � STA. 12 + 85 LT ,, ,� �- I I I IMPACTS XN SUR�ACE WATER Fxi„ �� `��� �� � ,� , � ,.� STA.13+00 LT END CONSTRUCTION a��a i i i � � - � � - , �� �� �' , , . END C�LVE - . �, �� � � �'�' ` � � S�° � � � �; " � � RT STA. 14 + 10 LT � � � �� � r� , �. � � �� � � i i i ��� ` ; � r ,, . � ��� \ � , �� ��� � , , � _ �� � � � _ �''� _ �'� z + �5 RT -L - STA. l5 +25.00 �_ � �� , � �-, , , � STA. 1 � i i i '��� ��� N_., ,,�- �� � ��, � �. �� � � � ��, ��- ��� -L A.13+37.55 _ - ,, � , �, �,� ���� �� �� T .� + , � ` = - _ STA 3 00 RT - � � � � �- � STA. 14 + 10 RT � �' � - � - _ � I I I - ! � "��,� , , SlS„ � � �, � / _ � ; � � ,� ° � � i _ i� _ -r ' I I I � + 75.00 -L- � � � � � °` _ � -- - _ __ -- ; , , , � _ �. � � �, _ � _ �' , , � � � � �� ;vT � �^r � �; n �� � � � i i - I I I � ��� �� OLD STAGE PROPERTIES LLC �� � 3EX°�T �� �� . .,�.,� G�� ���� � � ���. �-��,, _ _ _� � � � � , ' �� PT StO. I5+1/.33 � � � - ��`,- _- � , i, , � I I I , DB 4369 PG 157 ` � � //%/ � � �� � - s - ' �'� �E� � ��N� � �� , �, . � I I I ' � � � - _ - _ __ _ _ �s _ _- � T C� � � , �.� �� EX _ � _ , � , , � ,, . � � I I I � PB50PG27 ��� X� i-�� _ � �,- �� �� � - � - _ - _ ---- - _ _-_- - � ��- � � � _ _ _ � - _ _ i I I I ! �� � ti'� � � �� � '� � � � , s _ ` � �,'� � � 28 TN CL I RIPRAP - - - F - - --- � � i i � � � � -- � , � � i c > �� _ - „ ��� � � F y�� ��� � � � �� ,_, �� � � r � ,_ � � � 57 SY C�EOTEXTILE _ � �� , �� � � I I I -, - � "� � -� , � , � �� ✓ � � � � � --- _ _ � � � � � -- DETAIL 1 , __ �, � ��.-; � m - - � / - � I I I SPECIAL LATERAL BASE DITCH ; PT SfO. �Zf��.00 �� ������ ��� ��� � __ __ _ �`� �' � �.� ��� ' � � �' � � �-'� �� � - � -_ � i � � ��, � , �..� ��,. � � � � �i ,� �; � � rt..���- � � � � � � - ---- - _ �o�- _ - ------ ------ - - -- --- � �'�' � � � �� � - � � � � ( Not to Scale) I � J' / � y � r� �r--- �� --- 4 cfs I� -- r-�" � �� �� ��� ,� � ' �,i�.a � _ _ � �-, i I I I -' ... �; A � � �. � � s � � �.� -_ AL _ f� ITCH - - - - -- _� � � - _'�,, - =IF � . � � , � � � �� � `�� �PECI LA �L�`ii.�"f�E � � � I ,,,_� � �� _ � F , � -'� � � I I I ; � , � � � ,� �� � � �-( �r-�� ��� :,- o.�� - - - - - - �-- � � � �_ - � _ � _ - - I � � � J te Sl�o e � �� ;�, �, � Hi _- �,,, `�� Liner= Clas B Ri Ra ---- (��_� i_- ,i" „ --:� I-,� � _-- - � � -- � � Natural .� o� ' � � M'��"� � I � � � Ground ?� D `C\U� t p � '"- - -,_ _ _ � - _ _ - - . + JF0.0� _ , � . _ p P_ _ � � , > � - , � � � i � �- - - n � i '� J DETAIL 1 � � �� � - �� � �, � �����- d � 34.00 RT � ��, � s s � � � � �� -- � -��--�� �r,TJ T�� �_ F -- , � � ��"� - - _ _ ' - �` _� SPECIAL LATERAL BA� ITCH ,' ��_�C ��� r- �� � � �, � � I I I � � _ - - -- I � � � Geotextile B EX RlW i \ � - �� � �', � s s � - � -- f � � �_�_ - _ � _- - � � _ - _ _ - n i � � � Min. D= 1 Ft. � � - - - _ -_ -� ` - _ _ ��- � � ; � , ������ s - t���- ��� a � , � � � - - � - -- - � < ' i � � � Max. d = 0.5 Ft. � + 65.95 L- �� � % � � �� � _ � _, �` ' � �� �� � --- � - � - � �_ -_ , . , -��� _ - ` �� ' - --- � � _ i I I I T e of Liner- Class B Ri Ra B � �t� � GOTHAR SWANN 40.00 RT %� � � � ' s �� � o � - � _ _ - O � _ , �, ;'- - - --_ � - o � � - -- -- - - i I I I Yp - p- p DB 819 PG 538 EX RM/ � - -- - _ � � � � � �� S ---- - �� � � � � PB 50 PG 27 'u IV� � I � ta.- 1 10 � �'� ,� ,� � � �� � �� �:� � � � � �li�• - - - -- � i FROM L STA.11+50 TO 13+10 RT i R\W DB 1507 PG 560 -:`�- � '- _�.q �� ^ I , � � - �� � �� � i � � FROM L STA.11+50 TO 13+20 LT ! ��I �-�-'3°��' _ 3.9 f s� � ��`�I- ,�� �� _ � � �`' -� � � FROM L STA. 13 + 21 TO 14 + 25 RT = 0.2 f � � � � � � '� �� �� � � -- - � R � _ � � _� i � � FROM L STA. 13+47 TO 14+25 LT , 5= 0.>>9 t � F� �"'�, s , � �- - � � ��\ ��� -� � o _ _ --- � � � ( _ )�- �xs��Nc �w Z I n= o.oab � � �� - - � , _ _ � , -- - � � i � � � '' � � ��� � � �� _,__ o � - � _ f ,� _ _ ETAIL 3 � I I I -L Li e - B Rip Ra � } � � - -- -- - - - - - - p = _ _ - ____ - - __ � �, ., �.., � . �� -------�--------- _ r" J,%- � N I I I B �N � \ � � - �� �- -�IP RAP AT EMBANKMENT � -> Pl Sta l0 +39.57 Pl Sto ll +45.85 Pl; Sta l4 +02.73 - S �� �� " � � � � � - � �� ( Not to Scale) i i i -L- STA.l3fl3.� ��� � ��, �A�� � � � , � . � � �� � �_ � � �n � � �u � � n ; u '�. � � � „� �=; :� _� � r :i i I �; ��� � ; � � � 10'min. _ � / � W o _ o 0 � i i i �_ 3 36 37.3 (RT I 0- 2/ 35 /9.2 �RT � 0; - 43 44 26.9 (LT l --� �� � � � ti - � � ��,_, 28 TN CL�I RIPRAP � � � �_; _,� � '� r - � � F -�F� � -�_��� � � �- �, _ , � . _ . - l9 05 54.9 ' ~ �\ ,_ � ,� \ �, - - -' } _� � _ � �-� , ` ,�' ,,✓ i-_r � m� � � � � �_ ti - , � D- 4 33 47 5 D l6 22 /2 8 D- �,. - i� � - o;t�h i i i �_ � � ;, ` ' � �` ` � � �, � - _ � r-r i ��,� r r-i i � I �� 1 - u -1 � i / - 1.0'min• i"'� 1 5 � � � L = 79.12' L = l3/.88' L = 229.03' � , 6� SY GEbTEXT� I - _ _ � �ti , _ --� � __ � � � r -�=-- ___- - ` � ,_, _ _ � _ �rade � � � � �� � ' I I I � � '�TA�IL 1 _ , - - � - ! _ _-� � _ . _ . , � T - 39.57 T - 66.73 T � - 120.42 : �� _ � � - � ' � �� � - -� � � - -�� � e _ - , , _ � �- � , � � �,�. _ ' I I I /, ( SPECIAL LATE � A E DITCH � i -_ _! _ �� - ___ -- � i i i R= 1,255.6/' R= 350.00' F= 300.00' ' � �� �ta �_ �� � GEOTEXTILE � ,�_ � SE = 04 SE = 04 -� � �> , � E / Q_� � 9 �f= - - � � � \ V= 4 5 fps � I I I �S 20m h Q �/ � � � 2 ft Type of Liner= 8 T S,CL 1 Rip-R p I - _ ' ON a _ ^ �-__, s= 0.183 ft�r `, WILSON C. LAMB Geotextile= 29 s � � � � � � �-��m�� �- `�' �`�" � ]-� in ���C Ri Rap DB 1442 PG 494 STA. 13+10 RT -� i � I I I � �, � � �� � ', _ �I�- F�P PB 76 PG III ± �, + 82 .31 -L- � STA. 13 + 2 0 LT � i i i A DESIGN EXCEPTION IS REQUIRED FOR VERTICAL ALIGNME T AND S�'OPPING SI�'HT [��STANCE =� � '� ;��� ��'�'T'���M`NE'T�' 38.0o RT � 38.0o RT sTA.,3+z, RT ± � � �kAiNA�E EASE NT � + �, wooDS STA.13+47 LT _ � � � � ����_ � _, �� �� i5o� �c s6, EX RiW . i _ _ -. _. . _.�.- � ,_ � I I I : : : : I_ �� ��_�-- i-i-I- - � . � _ . � I I I _ � _� _ i ---- � ---- � : _.,__ i i - - - --�-- , .__ _ _ _ ---- � _- '-L- SR 1135 (MOOREFIELDS ROAD) � � � � � i i i ___, �� , � � i i i �� : �, BEGIN GRADE � � i i i � � � ! 11f50.00 o�'a' - : . . , I I I 648 ��\ STA, Q � -- BM #1: BENCH TIE SPIKE IN 20" OAK --- �jL�.H , I I I � � \ i � �� �I - _ _L- STA. 12 + 74.35 37.97' RT _ __ El�� �'iI�A�E � EL=643.25 . I I I �` _ '�- -BL- STA. 7+33.22 28.83' RT �� i I I I � ; ' i!,i EL 633.95' i � O ST/ae 15+25.�� ��� I I I -- � -C� ` I�-I� � _ _ : � -- i ' i i i �� � � � . EL=639.69 � .-- +� ; i i i �� � � - � a , ,W�� ��_ _ � ; ; _ o� _ .- ��� � i i i 644 - :' � � , � - � ' � , -� �. _ _ , , - 644 - - ' I I I _� � �_ w ' STATION I i � � - i � �' _ i ' I I I m, 13+30°00 -�- � _; �_ � � � I I I I _Iti �u � ` SKEW = 103° � - J i -_ ' ! � � � � . - ' I I I � ��.� � ' i��C° 2@ 12' X 6" I � �� __ � ' I I I Q�� I � �.';� �� . � I���� RCBC � . '� � i i i 640 j Q N , �, ; �- � ��.�_� � . ` � �.� . ! � -- ---- � : � - 640 ' I I I � � C? � i �l'!� ,� � > J�9 � , I = + I i�_ � � . . , , __ -- � � , � I , _ -- - , � i i i �__�„ '- ��Ji� .`°S�6 j�, � ; � v N, o I I � � , �' � � ° � --o _,�- -_ � � I Pl = 13+60.00 _ a i i i ��� -� o�� ! ��� � __ , �, _ _ � � W� � . � i i i �i o� � i �o� i�J-.�,` ���, �� � _ � aJ� I' �'��; EL = 626.02' o� _ _ � ��� � i i i 63 6 , _ , � , � ` �T � vc = �80' � N - _ . , _ � � � . ----- 63 6 � � _ K = // _ � _ , _ � - - � I I I � �-� J' '• � -- �Wj l/rl h n n � � I I I i m i y � i i i !--! _ _ - ' , ' �` , , pS = 5 p , , - � _ � _ : _ � � _ __ _ _ � � ` . J I i -.. . , I I � i � � � _ ,. .. ♦`` I i - ; I-. -- -- /', -- i � I I I __ _ � r � � 6 � , L � ` �, ' -- - - - --- -- --- - -- � � � , RIGHT DlT CH - - - . .. -------- 632 � i i i �i32 -• ' �I- ',;:� I �I ; � � � � �- .. � J8 � �. � I I I _ �, � . , � � . ., . : '20 � /o , �� � i i i �__ -- -' ,, . 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I I I _ . ., � 624 , I rGEOTEkr►�E � - - � � � t � -- -. �6 .. � B i � I I_, ___ � „ � � � � � � � � � DESIGN FREQUENCY = 25 YRS � fi24 ; i ` ° ' _ _ _ _ , �'� _ � . , _ i � _ _ - - - - � : - - - - - -e ` - , . - � ` 6�4�0 � i ' � �r W i- I _ - ; I - DESIGN HW ELEV AT lON = 626.3 FT � __ � � ; ; , � � i ° I I � � 0.�000 _ _ _ 3 � _ , �,� ( . , , a , � _ I, I ��., .� , ,�>'�� �i i �s �i 'i � � � � ,' -- ��- .Y, _: ,t�: I i I _, ------- ------; � -- ' 1- i I i- BASE DISCHARGE _ 1060 CFS _ c �_3=�-_ � � i I � 1,5 �� I I I RIP I R14R I _ '' ' I I `-- I i I ; p p I �.� i I I- i ' � i I . , c ss ,,, �,.� . , RiP Ra,e � I SS ,, I I �V I I ,. �: �h , E tE r � _ �� � a � o ; � o z __ - ,_ ,_ BASE FREQUENCY = l00 YRS , ,, - , ��>,_ V ,�__,� � o � I RI RAP J'� t �` �"; : �1.5' W/GEOTE TILE � �� �I �� ' RIP RA I �'� i � � O� O� / i J� p� I � �I I I � �� 620 �xu��. -_ "_._ _ � E i i. � ;. ,� ' � � , ; �n ' i o � i i �, i � , � BASE HW ELEVATION = 627.90 FT � 620 i �; � KEY I N l A, � I I� . � I I �I i i � I i � � ' I L !i I N i � _ i , ; Q<p y� N i �. , , �-- -,.: ,.,. i_ i ,, i_ _ . i �, i &I� 1. 5 S t L L j _ � K E Y I N d B` lE N C H ' _ C� _ � � C p �j , � __ � _ O V E R T O P P I N G D I S C H A R G E - 1 3 2 0 C F S i � � _ _ ' i 1' �II�L I A I�S � � I N O _ i _ � I II II _. : . ' I I_. . -- - I _. i r� I $TR BED �O ARIES I � _ I i I ; � � � , _ _ -_ __ _ <O Z N, II - - -- - - - - �''� II II II ! < , I __�____ r�wr�,ux.___ __ __ To �� �-i-�_i ---- I � � I i- * I _ - � - - - , OVERTOPPING FREQUENCY= +100 YRS ; �-. _. �� � � � i I ---- �'� �� � � � � � i i� n ii i ,�-J_-� -� _ � �_! ._. , ��z i Fi � BacK iIN i - -- �sr � rvs c sls', � � I-� i �� � �I� ii \ . � � ii _ , _ , W � �, � - _i '� = OVERTOPPING ELEVATION = 630.1 FT i �i�,� I � 1' SILL I I - -�- I� E5 �GE�T X IL ��' Ig I I _ I I �i,I � I _ _ I- ;.. _ _ I I_ - � li I II I II i i I i i I I I �I il p I , �., I � � � � I I I _ i I�'� � I _ J i _:.,. ; i , , , ,. i ,,i � , � �� I � I � � i , � I I I I I� I I I- I �� � � �o� `� � � � C�I I IVE TIE � I L - �� � � I� � E�T TON CLASS I � 8�TON g KF',ILL T T � I I I I � �� _ - NO E 'UINDER ADD � _ _ N'fE: �O pP ' F IL�S ,;'t� f��A, -- - � o= o I DDE - 28 � i i i EE ITION L I'NfORMATION &' COMPUTAT ONS, �U l� , , � � �u ' � , z� � Q�� u� ' �� � 11 12 13 14 15 16 � �� �� � o� � � L i i i i � � - _C;� I � � - - , � � o, � �� ,� i: � ' � � . . ---- , � ' PROJECT REFERENCE NO SHEET NO � �' � � -'�� '` ��� -, , �,, , �� � � , M��irv�a s. wi�sorvr ' BRIDGE NOo 67022/ �_� � l7BP<7oRo87 4 MELINDA SWANN WILSON � � i -� �q� , � � � � DB 5106 PG 400 '� � � � i ��- , i PB 50 PG 27�� , � i �-- �_ S _ _ i .� R\W DB 1507 PG " 63 : ' � � � �P8�37 PG��01a4 I � � __ �� i `�, �- i � � I � � R�W SHEET NO. i . ,---\_ =_ �_,�� R\W DB 1507 PG 561 � � � --- , i `� - -- - - - -- -� � � �� �� � � �� ° ) �� , �r; �� � � BEG�N CONSTRUCTION � -� � ' � "� � DETAIL 2 0 � � ROADWAY DESIGN HYDRAULIC$ i � ��� �S° RCP � �� � � � � - � � ADDkI � � �, I � �°� � � � � P ' 1 \M I T D �W I N G PERMANENT ROCK CHECK DAM z � ENGINEER ENGINEER I I I � -_- � - � -� -----�_ �� - � ( Not to Scale) I � \ _ -L - ST A. ll +50.00 � a ti , _ _-_ i i i a.- � ' ' , ^ ' � --- -_ �� � V� , A��Rox�MATE �o� � � ti �� m� H E ET � O F 4 Fp � �,y ��(q �jj� q �,7 � i i i ,_ ` L�� ,_ \ - - ; � OF NCDOT PERMAN�f'T Q� ��' SHLD. i ' � DkAINA�E FASEMFfJ I 7 ' �y i �1�I ��A�ll�lls� 1l � �lls�A'� � � � �� ` - _ � � � �� � I I I � �� � ' �B iso�� P� �ei '� � � ,���� ` -, � 1 � -- i � / i ff8 % W AC��[JI�I7Cdc{➢N � � � - \ \ � \ �NG _ I � , IID� �1�"JC �T�� �'�1E3 {➢ � I I I �� � -- � � � � � �, '�� � � � ' � � � � �m _ � . ;, _ � - � i I � � i �`� � �� , - �- ~�� '� .� / ' DITCH EIF � _ � �� � � �, / � � 4, b„ i RIP RAP -_ __ _ �� � BLUFFS T MOOREFIELDS HOM OWNERS SLOPE - -_ _ �, „ �e� � ' ASSOCIATION INC. __� , � -- � i I I I _ - � -� - � ���C A� � RIP_ I�AP � +38.00 LT � � i � � ' OB 4851 PG 178 6^cK � - _ i I I I ___- �� _� � � � �- �, ' � �� /�, � +35.00 � EX R�W " �� PB 106 PG 55 s�oPe � I I I I _ __ �v �� / � SHLD. 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' � � ., ` i ; _��; - - ---� �-� �� � � � , % _ _ � � ' �� - _ � I I I SPECIAL LATERAL BASE DITCH PT SfO. �Z+��.00 �� � � � � '� � � � � � � � � � _ � � � �' � _ � � ; � � x� � \ � �.. �' ' � s s � � �V' ���� �-� � � - - S#a. -14�4� - - - � �� - � �, � �� \ , � � � � ( Not to Scale) ' � �', , / - r -- � � cfs I � _ � / ' � � �_ , , A C i I I I ! _�IF -� ��� � � ; � '� � �� � �� , � ��� �, IA LAIp'� ITCH � �t FAr -= ��-'� � - � � �_ \� _ . {� � �, ,�„ , � ''#t' E _ - � _ � � � �������� � �� - �.�_ � � �„ �� SPEC L LA �, i � � � � ; � � � � � �i!-�� � s= 0.189 ft�ft� _ _ - _ - ' --� - � � �� , � ��4 ' � ���-� � � _ _ _ , � a. , � _ � �� �, I � � � Natural . � Fill � � ��.. �� � � � � s s �� ..... � ` \ I,�V ' 1' �`_� V----- - ----- ---- _ � _ _�-P � - - �� , " � ���5 K � I � � � Ground 2 'L� et \ � � \�rr- 11.04� 1 _ _ __ �� ` -- _ I � � � '� p ��a'ct Slope �-J��.O� � �. �-_� � �, � _,� Liner= Clas B Rip Rap _ - 1 �. _ %�� _ � _ I_i_ i _ __ - � � _ _ _ � _ _ � -� �, d j 34.00 RT DETAIL 1 %� � � � "���� � - - ,� _� � � 1 _- - - �� -�- '�-i`-�� � - - n '� � � � - ' � �-:�-, - 1 ., � _ l � F � , � --_ - - - � �� ; _ �� ,-, - , -- - � � I I Geotextile g �� EX �\N/ SPECIAL LATERAL BA� ITCH � � �` � �`� �_ _ � � ��' _-_ - _ �'��- . � , ��, � s s �� � - -� � I I I � _ _- - ___- a � � � -- , _ - �- - Min. 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I + 65 95 L- � � � � y '_ �� � - - - --- - - - ` - � � _- - S B = 2 Ft. - � I I I . . ��� � I GOTHAR SWANN � �� - , - - - = � . � _ 1- � 40.00 RT � i ���` � ,� � � � % � ; , _ __ � 0 0 ����=� �-� o �� i � I I TYpe of Lmer= Class B Rip-Rap - I DB 819 PG 538 EX R�W � �' � S ---- __-__ -- ��� - � � � � PB 50 PG 27 /� rJ� I ta. - 1.9 cfs � -- - i FROM L STA. 11+50 TO 13+10 RT R\W DB 1507 PG 560 � �� � ��� � � � �� �� � �� ���� _ �� I � E�I � -6330��' �_ � � � �� � � ' i FROM L STA. 11 + 50 TO 13 + 20 LT _ � � � �`' � >� �' � � - � 3.9 fPs� � � , F - �;,� � � , � o � � � �/ � cn I I F ROM L STA. 13 + 21 TO 14 + 2 5 RT - 0.2 ft� �� , r� S ; __ - �- � � � i FROM L STA.13+47 TO 14+25 LT s= 0.»9, t � E, � s ���``r;" , `, ;- �� �� -� - � � �� � (� �� E�,i�tiric F��. � � Z � � n = 0.04� � O -- - - - � � ' � L - -- � �� / � p I I I - - ; �� e - � R�p Ra � ��, � -� � .;-, � \ � ,, o o --- _ _ . � �l �,� - ETAI L 3 � , , - � --- -- _-- � � � - - � � - -- __ �: � � � � � � � � � , � � - - _ - -- _- � - - - _ � " � �� �� - � RIP RAP AT EMBANKMENT� - B lN C'��- �� � - � � _ _ ' > i i i Pl Sta 10+39.57 Pl Sto 11+45.85 PI;�Sta 14+02.73 _ _ � , , _, i �, � s ; �� � � �� �� , _ - � �.��� �� � _ >-� -� � � N�++o s�p�e, L STA.l3, 13.� � ��o �A�� � � � _ � � - : � �-�� � i i i � = 3 0 36 ; 37.3° �RT � 0 - 2/ 0 35 ,19.2 l RT � 0 ! = 43° 44' 26.9° (LT � ;� , .�� � � � LL � � � � � � �,� = _,_ ti �, _ _� - - - - - - , � - _'� � � � , _ ; � ,, �� � , o-m, �. o , „ � - � � ��� � � i � � ,_ � � � � , � , - � � - � -. � �;� � D = 4 33 47.5 D = l6 22 /28 D� _ l9°05' S49" % � �- �_,�� -����� 2a rN c��i RiPRaP _ - �'��������'� =� � �_ F - - ---�F� r_.�� -�, T �;, ��;--���-� ;�, � � ,�_.� � ;_ _ � � � � . . � , �� � i �� T -- '�� / -� r � I i � �' �f � � Ditch "`�: � C 1 , _ -� i r r- C� � I �,�� __�.�� - �! 1_/ ` 1.0'min. 1.5 i i i L = 79.12' L = l3/.88' L _ 229.03' - ; , 6�, SY��T bL EXT� _ � - � �_y ` �� ; ;�- - � - -- = ` !� - --- _ , �- - . _ - - - -� �rade � , ; _ . _ . � . � .-, I ^ , _ ��-% � �� ��_, _ , __ _ � 39.57 T 66.73 T; � � , � ----� -�- � - � � � , � , :_ �� �_ � � � , -� �' ���� ; � = - - , ' � �� �' I I I � � �20.42 � _; � � � SPECIAL LATE t A E DITCH � � i _ ' , ��� _ � i -- � � i i i R = 1,255.6/' R = 350.00' F = 300.00' \ �� �'� � , �,f ��� �� � �ta.-= �� ��� - I �EOTEXT��E I � � � _ '�� ( ' � E � Q- 45 ffs � I S� - �� �� - �� V � � �- � � � � _ � = 2 ft � ��� �\ Type of Liner= 8 TONS,CL 1 Rip-Rap _ �, � � � � � = m h C�S = 20m h �� � � ' �- N � � �� _ � w��sorv c. �aMB �, �� �� \ s= 0.183 fVft \ � � Geotextile= 29 s � i i i DS 20 p p , �, _ N � - o.oao DB i442 PG 494 STA.13+10 RT ± � ^ � O �� in = C Ri Rap �li� F'�F' i I I I , „� i�h �i�i,,�E � �Ari r, +82.31 -L- � - � � PB 76 PG III STA. 13�-20 LT ± � � � � A DESIGN EXCEPTION IS REQUII�ED FOR VERTICAL ALIGNME T AND S��'OPPING SIC�HT ��STANCE. �� ���k��, �,�T ���M NE T 38.0o RT � 38.0o RT _ ` sTA.,3+z, RT ± � I I I ; � � � `�_. �._ �����, " \ 0�"�50� �n� 5��n�T EX RiW � ', A, ' WOODS �� STA. 13+47 LT ± � I I I . _ -�-i-i-i . . � - � I I I : i�_ `'- - - - ---�--- _ _ . -, --- � . I I . I _ _ ----- - - --, -,-. . _- '-L- SR 1135 (MOOREFIELDS ROAD) � � � � � i i i ___, �� , � � i i i �� : �, BEGIN GRADE � � i i i � � � ! 11f50.00 0�'°' - : . . , I I I 648 ��\ STA, Q � -- BM #1: BENCH TIE SPIKE IN 20" OAK --- �jL�.H , I I I � � \ i � �� �I - _ _L- STA. 12 + 74.35 37.97' RT _ __ El�� �'iI�A�E � EL=643.25 . I I I �` _ '�- -BL- STA. 7+33.22 28.83' RT �� i I I I � ; ' i!,i EL 633.95' i � O ST/ae 15+25.�� ��� I I I -- � -C� ` I�-I� � _ _ : � -- i ' i i i �� � � � . EL=639.69 � .-- +� ; i i i �� � � - � a , ,W�� ��_ _ � ; ; _ o� _ .- ��� � i i i 644 - :' � � , � - � ' � , -� �. _ _ , , - 644 - - ' I I I _� � �_ w ' STATION I i � � - i � �' _ i ' I I I m, 13+30°00 -�- � _; �_ � � � I I I I _Iti �u � ` SKEW = 103° � - J i -_ ' ! � � � � . - ' I I I � ��.� � ' i��C° 2@ 12' X 6" I � �� __ � ' I I I Q�� I � �.';� �� . � I���� RCBC � . '� � i i i 640 j Q N , �, ; �- � ��.�_� � . ` � �.� . ! � -- ---- � : � - 640 ' I I I � � C? � i �l'!� ,� � > J�9 � , I = + I i�_ � � . . , , __ -- � � , � I , _ -- - , � i i i �__�„ '- ��Ji� .`°S�6 j�, � ; � v N, o I I � � , �' � � ° � --o _,�- -_ � � I Pl = 13+60.00 _ a i i i ��� -� o�� ! ��� � __ , �, _ _ � � W� � . � i i i �i o� � i �o� i�J-.�,` ���, �� � _ � aJ� I' �'��; EL = 626.02' o� _ _ � ��� � i i i 63 6 , _ , � , � ` �T � vc = �80' � N - _ . , _ � � � . ----- 63 6 � � _ K = // _ � _ , _ � - - � I I I � �-� J' '• � -- �Wj l/rl h n n � � I I I i m i y � i i i !--! _ _ - ' , ' �` , , pS = 5 p , , - � _ � _ : _ � � _ __ _ _ � � ` . J I i -.. . , I I � i � � � _ ,. .. ♦`` I i - ; I-. -- -- /', -- i � I I I __ _ � r � � 6 � , L � ` �, ' -- - - - --- -- --- - -- � � � , RIGHT DlT CH - - - . .. -------- 632 � i i i �i32 -• ' �I- ',;:� I �I ; � � � � �- .. � J8 � �. � I I I _ �, � . , � � . ., . : '20 � /o , �� � i i i �__ -- -' ,, . '-�, s�8� S�a LEFT DlT CH � - i i i i - _ ___ _ -- - - � ,�\,.•� _ �� i ° ��-�8�� _ -- - _ ---------- �II . ; . , .� � � � 62 8 � � - : ; \ •� � , , '' e�e ,,, � '_ - - _ '', ', - � - 62 8 � .; � � � � I �. , ^ e . _ �_ . . : I, : I , I I I � ., � �� ` p ` � � O � � �_ . . . II -�_ II II I � i i I L PI A �i! �ii T E P!I . _ � �� � �o _ I ii = ' ET c � �•o� . � - - , � _ _ , - � ��' w � I- RT HY R l AT , _ ___ _ _ CULV E D AUL C D A � I � N T T I S L _I _I _ � � � . 1 ,� � , Q � � .� . i i _- I ( E� 'ITO R GHT LOONC N O NSTREAM I _ I � I , r � _.__._. k . � i _._ _I -� f ` Y ' I _ . _. �.. �, ` -- -- --� - -Ei�-- i _. - -�-f i �'GE E�(T L ---__ I I I ( I I I I I� I -- - � � �� - "'` � N � ' - '- DESIGN DISCHARGE = 735 CFS _ _ i � , - I � I LASS 'I' RJP RAP - - - _ _ C'�S� I' RIP , I I ` `. � i � / � , � � � ; . . ':. I . I I I _ . ., � 624 , I rGEOTEkr►�E � - - � � � t � -- -. �6 .. � B i � I I_, ___ � „ � � � � � � � � � DESIGN FREQUENCY = 25 YRS � fi24 ; i ` ° ' _ _ _ _ , �'� _ � . , _ i � _ _ - - - - � : - - - - - -e ` - , . - � ` 6�4�0 � i ' � �r W i- I _ - ; I - DESIGN HW ELEV AT lON = 626.3 FT � __ � � ; ; , � � i ° I I � � 0.�000 _ _ _ 3 � _ , �,� ( . , , a , � _ I, I ��., .� , ,�>'�� �i i �s �i 'i � � � � ,' -- ��- .Y, _: ,t�: I i I _, ------- ------; � -- ' 1- i I i- BASE DISCHARGE _ 1060 CFS _ c �_3=�-_ � � i I � 1,5 �� I I I RIP I R14R I _ '' ' I I `-- I i I ; p p I �.� i I I- i ' � i I . , c ss ,,, ,.� . , RiP Ra,e � I SS ,, I I �V I I ,. �: �h , E tE r � _ �� � a � o ; � o z __ - ,_ ,_ BASE FREQUENCY = l00 YRS i � t `�1.5' W/GEOTE TILE I � I � I ° V�I _�' i � � O� �/ i J N � � �. W i i i � ,` ^ , >_ � � ,�, ,. I I � , I RI� RAP J I . I I I RIP RA I , I O , <O •�U I. -,... _ I. I. _ � �-� -� � i � � � i i E i i. Q � �`n o -_ BASE HW ELEVATION = 627.90 FT 620 62 0 , �-� i_ � _i � ` I � II � 1.5' StLL � _ � i I� KEY INI .d' , I B`IENCH •� � � _ I� �.' N �� p O�O y' N � �l' I ! � i KE iN r.o aENCH i _ � i i � I la i�s I N� o I-� I _ I � � C° I� i �� _. _ -I_ ..! �_ '' ''�I_ OVERTOPPING DISCHARGE _ 1320 CFS � - I STR BED T�O I � _ I ��'1 � I ;�� � , �� � � ,aRiEs i � � � i � To � � � , � - _ -_ __ - �o z � � ; - - -- - - - - - � �� � n n � , _ � �- _ �� _ OVERTOPPING FREQUENCY= +100 YRS ------ r�wr�,ux.___. __� i------ --- ,. _ I i ;. i �,r�., I FI L BACK I�N " I' - . ! i - -- I � ' ' ,�, !^I i ' I I� -. II I � I _ � _ �J � ` i �_! ._. _' . . i _ � -z i i - -- �sr � rvs c sls I I i�� I� �I� i > �� i _ � W��u _ � -i �= OV ERT OPPING ELEV AT lON - 630.1 FT i �� I T' SIL � �� � � oo�� I L II _ i- I i � I E ��GEOT�X IIL � � 7� ',$`� II I i _ I I L, il Q � i _ � i _ � , , ,. ,,.. ,_ - i i_ `- _. � ., �o�� � �� � I I_- � i I I I I i i I I i I I I I I �� I� ��CI�'I I I I I _ �J I � - J , _.... , I , , , ,.. I I i I I i ''i i_ i �� � _ N 'fE. B KF'ILL T�O TpP F IL�S ,;'t�j IVE ,�4L - Z _ , . . . , , . , . . , . . . __ _. I o�� I ES�T TON CLASS I 8 TON ' � I TI, DDE - 28 i i i EE � NO E'UNDER ADDITION L I'NFORMATIDN &' COMPUTAT ONS, , � � � � i ��z - � ' ' � z �� � Q�� u� ' �� � 11 12 13 14 15 16 � �� �� � o� � � L WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE 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+11 TO 13+39 DOUBLE 12'X6' RCBC 0.02 0.01 102 53 TOTALS*: 0.02 0.01 102 53 *Rounded totals are sum of actual impacts NOTES: Revised 2013 10 24