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HomeMy WebLinkAbout20160917 Ver 1_SR1345_ESC_PERMITPACKET_revised_20160914VICINITY MAP Porous Baffle Spacing *Baffles in Sili 8asins at drainage }urnou}s and all o}her }emporary rock sediment dams-Type B: -If basin IengTh=10' or less;l baffle -Ifbasin lengih=l7'to 20';2 baffles -If basin Iength=20' or more;3 baffles equally spaced in basin NOTE: I PERIMETfR EROSION CONTROL MEASlIRES SHALI BF INSTAILED OURING CIEARING AND GRUBBING PHASE. Level IlI Cert # 3474 GRAPHIC SCALE c1880 PLANS 188� PROFILE (HORIZONTAL) u0 10 SId80 PROFILE (VERTICAL) ROADSIDE ENVlAONMENTAL UNI]' DIVlSION OF NIGHWAYS STATG OF NOATH CAROL/NA ��� ll � �� 1V �� ll llll ������AV � (Ib�lUl�91C�]lt�]I�IiI�IC�:�lil \�\� :� 1'�(�`� 1�LAN F�R 1�R�1��SED 1LII�V�1LJl 11 � Jl LLA�����d, V�6, L Jl`��lU WA TA UGA CO U1�TY LOCATION: SR 1345 BH DUIVCAN RD FROM COUIVTY LI1VE TO E1VD OF MA71VT. STA 16+32 TO 29+65,A1VD 52+I0 TO E.O.P.64+63 TYPE OF WORK GRADING, DRA7IVAGE, BASE A1VD PAVIIYG — 0.49 MILES 7NESE EROS/ON AND SEDIMENT CON7'ROL PLANS COMPLY N'ITIf TfIE RLGG'LATfONS SET rORTH BY TNE NCG-0/0000 GENERAL CONSIX[IC]'ION PERMfl' EFFECI'!LE AUGL'S]' J, 2011 ISSUED OY TNE ,YORTN CAROL/NA DGPARTMENT OP EN4'IRONMENT AND NATURAL RESOI/RCES DIVISION OF 1{'ATER Q!/ALlTY. PrqaoreC !n �h pllce dr DIVISION OF HIGHWAYS DfVlS[ON 11, OISIRICT 2 BOONE P.O. BOX t460, BOONS, N.C. 2860f 2012 STANDARD SPECIFICATIONS � ►� 16T0.06 li0L0l 1i0001 lHl.OI liiOA! ,�� IiAO! Iii401 Iii�.Ot lii[01 icscos Ii7QM 1i70.06 �ca.et IiiZO! �� R. ��4.VN�� � � � Temee...r S�It Dft�6_ _ _ _ _ _ _ " Temeo�..r D:.�.a:eo _ _ _ _ _ _ _ _ _ — +n — Temea...r SJe Feo�s_ _ _ _ _ _ _ � Sead.l Sedlmmr Co�e�ol Fen�a _ _ _ � T�mna�e.� Sa.me.od Slon� D..�oe_ _ _ _ _ _ �ra Sili 6..f� T�e� Il_ _ _ _ _ _ _ _ _ _ .� Temoo..n Ro�k e�lECh�ak Trro-A------� 'femvo�.n Ro�4 S�le Che�k T�pe A..�e6 � M.ee��g .�d wob.=nl.m�de (PAM)_ _ _ _ � Ta�po..n Ro�4 S�le CFe�k T�prB_ __� W.c�loC Co�. Ff6e� W.eela_ _ _ _ _ _ _ _ _ _ _ _� W.eFIa6Co;� F�6a. W.Fcla O .�rL Pely.«.l,mfde (PAM)_... T=mn��.�s Rook Sed�me�e D.m Tro� A_ ___ Temeo.,�� Re�4 Sedimeot D.m T�em �_� Ro�k P�e� I�Ive Sad�meoe T�.v T�e� A_ ____� Ro�k P�e= I�Isa Sed�meoe T�.e T�ee B_ _� Snll��a B..��.. _ _ _ _ _ _ _ _ _ _ _ _ _ _ ._ � SPecial Sfillios Beeio_ _ _ _ _ _ _ _ _ _ � Ro�k I�lee 3ad�meoe T�.e: r.a�a-----------A� Ty� B �� T,ae � cD s�:mme. B..;o � Tfa�ed Skimme� B.a�o � I�EJa.no� B.a�_ _ _ _ _ _ _ _ _ _ _ _ _ _ � THIti PROAECT CO.'V"C.�V9 LROSIO\ CO\T'ROL YL1nS FOR CI.Fs1R1;VG AVD GRU6BIVG PIIASb; OF C01�S'fRliC170N. I � 'N ' H1�1 I:alp'1' i' i O . Lunv[r) b�n Rof t'o�e �.. f. P acm��a..we..�. RoaJ���v>� S�vn�xrJ Dnn�in¢� "fl�n follo��io; roe�m�� Eli.h n�unAnrds na upyeer in "Iton�hrlly J�nnAorA Dra.ving."- Ibednm� I)a.ign L�v�- N.C.I)cvn�'�m�n��oi'�n�nnpo�m�iau - Iblei�h,N.C.,Ja�al /unuan� 2012 unJ �he In�ese n �i�wc�a se vpplirnl�lc tn tliis P��l�r und M1s ��ec he�cb> are mnriJvcd u p � af ih�e Plnnw. tLO�.OI Nsil�aod Lrosian Coortoi l)ee�il 1632.01 Itael� Inle� ti�dimem'1'ruP '1'iye A 1605.01 'I'emva�m.- Sil� finee 1632.03 Itacl� Inlc� Sediinm�'fr�p 'I'�ne H Ifi11fi.01 SoeciulSa�imen� Cun�rulF.�n.�e 1611.03 Ro.�H InI��Sedimeni TruP T>y. C L40].01 l;�vrd(:o��.a��ucrinn lini�anec 16].i.OL len�po�urz' H�� `3ilr(Jieck 'fype 1 1G23.01 Tm��arun Nermr onil Sloye Ucninx 1633.02 'femva�+n' Roch Silt CJ�ac4'I'��ve U Lfi311.U1 f4�er Rxsin 1634.01 l'empo��p' Itoel� Sediinm� I)um "I'>ye .1 1L30.02 Sii� Heein 'I'ro� g 163J.02 Tcni��mury Rad +cd��nn�i Iloni T�yc N 1630.03 'Ccmuo.a�y SVIi Ilii.i� 163�.O1 Rn�k P;��. I�il�i Sc�imrniT.up Tyyu .� 1630.OA J�illin¢ Hvaio 163i.02 Ru.�k ISv�� ��lii �ulimeni"Crnn 'f�ye U 1630.05 '1'�n����n�� I>i.�r.emoi� 1630.01 Cair tiber Buflle ia.3n.ua sn�mi s�;ir�R uas�� taas.m ��r�,eo��n� sh�m c.o..��,� 163t.01 ,\luiiinK InSialluiiun - EROSION CONTROL & PIPE INSTALLATION SCHEDULE TROUT BUFFER ZONE SEQUENCE GENERAL E&SC NOTES Eros�on control s�neau�e ana Notes G RO U N D STAB I L IZATI O N C HART 1. Generally, the arder of installation of the erosion control measures will be as follows: A. Temporary silt basins shall be installed before clearmg and grubbing begins. B. Silt fences and temporary silt ditches shall be installed after clearing and before grading. C. Temparary stone ditch checks with PAM or wattles witl� PAM shall be installed in all disturbed areas as soon as the disturbance begins. D. Final stone ditch checks or wattles shall be installed as soon as ditch line is established. E. Pipe outlet and inlet protection will be done as soon as the pipe is mstalled. F. Other permanent erosion control measures are to be implemented as soon as practical. 2. Temporary rock silt checks, type B will be spaced by percent grade as shown m the erosion control plan. 3. No. 5 stone, or equivalent, will be used in conjunetion with the temporary rock silt checks in locations where water is leavmg the project or entering a pipe. 4. All devices are to be cleaned out when half fWl. 5. Establish permanent vegetation per ground stabilization chart. Wet Pipe Installation Schedule and Notes 1. Prior to installing any E&SC measures identify perniit conditions and impact area limits. 2. Install erosion control devices. 3. Manage the water course. The pipe must be placed in the dry. Install dewatering measures. 4. Removc material and existing pipe whilc limiting, material and sediment from entermg stream and escaping the project. 5. Excavation of sh-eam channel shall not exceed ] 0' on either side of new pipe or culvert unless indicated on permit. 6. Per permit conditions for Corps of Engineers and the Wildlife Resources Commission, all pipes in streams 48"or greater must be buried 12" below streambed elevation. Pipes less than 48"must be buried with 20% of the diameter below streambed elevation. 7. Place the new pipe and compact backfill. 8. Install slope protection on the outlet and inlet ends of the pipe. Also complete installation of erosion control �measures and perform maintenance as needed on existing measures. 9. Establish permanent vegetarion per ground stabilization chart. Notes: 1Q More information on wet pipe installation can be found For silt basin size see the attached erosion control plans. in the BMP manual section 4.2 "Pipe & Culvert installation" PAM is to be placed on all Type A checks and wattles in the erosion control chain except far the tinal device in HWQ and Trout projects. GROUND STABILIZATION CHART Site Area Description Stabilization Time Frame Stabilization Time Frame Exceptions Perimeter dikes, swales, ditches 7 days None and slopes High Quality Water Zones 7 days None Slopes steeper than 3:1 7 days If slopes are 10 ft. or less in length and are not steeper than 2:1, 14 days are allowed Slopes 3:1 or flatter 14 days 7 days for slopes greater than 50' in lenght All other areas flatter than 4:1 14 days None (except for perimeters and HQW zones) Genera] Erosion Control Sequence & Notes for NC DOT Projects in Trout Buffer Zones 1. Priar to installing any E&SC measures identify permit conditions and impact area limits. Review trout buffer variance approval conditions far any special provisions. 2. All materials should be on the hand before work is commenced. 3. Install EC devices 4. Work within the buffer zone should be sequenced to minimize the length of time that disturbed areas are exposed. Stream bank stabilization, which includes the area from the edge of water to the top of bank, should be phased so that each day's wark is a completed work, including provision of adequate ground cover. 5. Graded slopes and fills within the trout buffer zone will within 7 calendar days of completion of any phase of grading be planted or otherwise provided with temporary or permanent ground cover, devices, or structures sufficient to restrain erosion. 6. Graded slopes and fills within the trout buffer zone (excluding road shoulders) shall be protected with rolled erosion control product, bonded fiber matrix, or flexible growth medium after seedmg. Notes: Silt fence backed by woven wire, with a post spacing of 6 feet, shall be used instead of standard silt fence in trout buffer zone. Special sediment control fence shall be used in areas where bedrock is encountered which prohibits the proper anchoring of fabric, and in low poinYs of d�e silt fence in 3-foot sections to allow for concentrated flows. The disturbed areas within the stream buffer shall be restored to native vegetation characteristic of an undisturbed buffer to the extent practical upon completion of construction. Flyrock protection such as blast mats should be provided for blasting m close proximity to streams. PAM is to be placed on all Type A checks and wattles in the erosion control chain except for the final device in HWQ and TTout pTOj OCtS. VARIES 7'-8' � 7'-8' VARIES VARIE SHOULDER TRAVEL LANE TRAVEL LANE HOULDE DITCH � � ...� — — — — — — — — — — — � � — — — 14'-16' EXISTING TYPICAL SECTION 50.0' Right of Way � 6.0' 9.0' 9.0' Shoulder Travel Lane Travel Lane 0.02 0.02 4.0' 4.0' Shoulder Ditch 2�, ---�-_-------'--=—=--- 3:l TYPICAL SECTION NO. 1 STA. 16 + 32 to 64 + 63 5' 0' 5' GRAPHIC SCALE DIVISION OF HIGHWAYS STt�TE OF NORTH CAROLINA SOIL STABILIZATI0IV S UMMARY SHEET � MATTI11tG FOR EROSION CONTROL PERMA11tENT SOIL REINFORCEMENT MAT CONST LINE FROM TO 5/DE ESTIMATE fSYJ SHEET N0. STATION STATION 2 -I.- 19•60 21 -50 I,t 140 2 -I.- 21 •50 23•35 I.t 135 2 - I. - 23 • 35 25- 35 I, t � 50 3 -I.- 25•35 26•95 I.f 120 5U tOtAl, 545 Y15GEI.�ANB U5 YA1iINb f0 OB INSiA I.ED A5 OIRE iB0 GY iNB NbIN6BK tOtAl, 545 5AY 545 CONST LINE FROM TO 5/DE ESTIMATE fSYJ SHEET N0. STATION STATION I -I,- 18•25 19-60 I,t 100 3 -1.- 26•95 29-00 I.t 150 8 -I.- 52-�0 55•25 Rt 230 9 -I.- 55•25 59-00 Rt 275 10 -I.- 60•50 63•25 Rt 200 5U tOtAl. AD011IONA� 5RN 10 OB I iAI•I.ED 955 tOfAl, 955 5AY 955 DIVISION OF HIGHWAYS STt�TE OF NORTH CAROLINA SOIL STABILIZATI011t TIMEFRAMES SlT E DESCRIPT lON ST ABILIZAT lON T lME T IMEFRAME EXCEPT IONS PERIMETER DIKES. SWALES. DITCHES AND SLOPES 7 DAYS NONE HIGH OUAL�TY WATER cHOW) ZONES 7 DAYS NONE SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1� 14 DAYS ARE ALLOWED. SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH. ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS NONE. EXCEPT FOR PERIMETERS AND HOW ZONES. • •• '• �� � • • � , , � � , , , � � : I ' _ . - � ' ��������.�������� � � , - � ' _������_�����__�� : - : _ - .. ����������������������� ����������������������� � �. � ����������������������� ����������������������� ����������������������� ����������������������� ����������������������� ����������������������o .. ����������������������� � . ����������������������� . . �. . ����������������������� ����������������������� ��� • ����������������������� ����������������������� ����������������������� ����� '������������������ ����������������������� ����������������������� ���� ����������������������� ����������������������� ����- ����������������������� ����������������������� ' - ����������������������� ����������������������� �� ��������������������� �0 ��������� ������������ �� ��������� ������������ ����������� ������������ ����������� ������������ ����������� ������������ ����������������������� ����������������������� ����������������������� ����������������������� ����������������������� '����������������������� ����������������������� ����������������������� ����������������������� ����������������������� �� ��������������������� ����������������������� ��.�- �� ��������� ������������ .� � ���� '������������������ �� ��������������������� ����������������������� ��� �., ����������������������� ����������������������� �. . � • ����������������������� ����������������������� ����������������������� ����������������������� ��a���aaaa� �� a����ae���a Ned G May DB 107 PG 204 Ba Oa Po 16+32 Ex R/W SR /300 BN Duncan Road ' � � Ex R/W +32 � V PROJECTe ��C,095/09 ROAD; SR 1345 B.H. DUNCAN COUNTYe WATAU�A TYPEa SCALEe l" = 50' SHEET l OF ll DATEe 9-16-15 Tom E May DB 1713 PG 450 � + � � � � � z � � �i� �iU + v Q O 9 x 3 x 3 p W � 2 ft. weir = ID 7.1 a a COo7 � Q 1806 � _k2�� -- Ex AST +I.O% SR 1345 BH D c o d X ��X ISE — — — R i � " i— � , 6, o � � � � � + + O INSTALL PSRM THE � 0 PROPOSED DIT H LINE. � 0 � Q X x Q 2 ft. weir C8o0 Y �� 2300 C8�4 � C5o0 , x 25a6 2405 i / � � w � FOoO �FOoO '�' 1500 /500 No Embonkment Construction � Sta.16+84 to 25+00 Rt. Joe and Anita Donnelly DB 255 PG I104 t]yYLLLIJ TROUT STREAM BUFFER ZONE 11�ttl�r- ,� _ +6.0% R 48" C� � i � m � � � FOaOI Grant E Thomas � DB 75 PG 625 � 0 + � O INSTALL MATfING FOR O � Q O EROSION CONTROL IN THE O O INSTALL MATTING FOR O Q PROPOSED DITCH LINE. Q EROSION CONTROL IN THE � 9 x 3 x 3 Q Q PROPOSED DITCH LINE. O 2 ft. weir C3o� 9 x x 3 2 ft. weir ��07 �/ a� � Concrete �3e5 � C3o4 C2o3 C2/ g � Steps Concrete� �� 220/ 2005 � n Walk �, GATE � SHEET 2 OF ll � � . � I � + � � � QO INSTALL MATfI G POR O EROSION CONT OL IN THE Q PROPOSED DI H LINE. 9 x 3 x 3 2 ft. weir C5o4 � � 250/ � � � n — _ 4 -- "� y--- — —`WJ PD � �— �X X�L_ 4SBW � 4SBW - - - - ,� 2 � l8" Wattles � 63' LS � % " 2 � l8" Wartles � 62' �X � x x ; _ +4.0% X---X �� a +4.0% +4.0% �-- ------- �+ X-�—X X � -------- - - — _ — B�VG —c— — — _ _ + FODO �OoO ! � � � /5�0 '�� X � ��Q� BARN � / Oo0 � �, �� 2a FOoO GATE 2300 FOoO � Q' i ��� 1500 Property /6a0 \ � /� Owner plans to No Embonkment Construction JB w/Slab Lid tear down barn Sta.16+84 to 25+00 Rt. j Tie to existing pipe Grant E Thomas DB 75 PG 625 L]1LLLLLI TROUT STREAM BUFFER ZONE � + O O FDoO l � 1500 � � Robert M Houck DB 152 PG 733 � � 0 O O � � � � � Blaine Snyder D688PG114 C4o2 � � � O O � t � � Reene A Slock DB 589 PG 497 SHEET 3 OF ll Shirley and James Brown �— DB 90 PG 26 � I� � � � � Septic � O � Tank O O O C' �06 �� � � INSTALL PSRM IN THE � ��°� CC � PROPOSED DITCH LINE. 2C INSTALL MATTING FOR EROSION CONTROL IN THE 9 x 3 x 3 PROPOSED DITCH LINE. � �`2e2 2 fl. weir �'Za� J0 a �0 5 2 ft3wei3 20a3 C? 7 3 o e �,20� i � , � �x / 20e8 � �/vU � I 0' � � � D + „ -- �/ ---� P_ — --- �T =� v 4SBW � _ a — — — — — — � P�- lit ai ' \ X x x �' �n 2� l8° Watfles � 53' `s' _ 3 /8" Waltles C� '�;' + o soi� % 2— l8" Woltles �d 67` +3.0% — +4.0% o - n" SR 1395 BH Duncan Road +5.0% � � -- — -- -- —t—�— — — ------ -� — — — — — — — — — — — R r� \ � � FOoO \ � N � + � � � 9 x3 x3 ��e� � � �5�� ���3 � �8 � 2 ft. weir �� � � /506 0 9 X X FOo5 � No Embankment Const�uction 9" 3" 3 2 ft. weir Sto.16+84 to 25+00 Rt. 2�� "'e1f I /6`0 Reene A Slack DB III PG 107 � Pli't R SHEET 4 OF ll ShirleyB a��d James � LYYLLLLI..I TROUT STREAM DB 90 PG 26 BUFFER ZONE O � IU � O � O O O � O O 9X x O � O 2 ft. weir � Q 2 ft. weir 0 � Gop Section: Kenneth W Figueroa Gap Sectlon: �0 Sto 29+65-52+10 DB 684 PG 3�7 �Te Sto 29f65-52+10 l� Oo5 Sp�ing Heod / FOa5 /600 �re �� ��/ FOoO � �" � /6,0 � � � � ���00 � R_� � ,� ��.���8 /�� j � Tool �I � V Shed i i To be i � i removed • � � from R/W x x 2 ft. weir C0.6 %7e0 INSTALL MATTING FOR EROSION CONTROL IN THE PROPOSED DITCH LINE. I� House � � Reene A Slock DB III PG 107 + � 0 X> � ... �.. / \J u�� �s� . �� � � Spicket ge in C3o� Zo4 g 2006 Picket 2203 x x 2 ft. weir 25'x 20'R/V INSTALL MATTING FOR EROSION CONTROL IN THE PROPOSED DITCH LINE. Kenneth W Figueroa DB 684 PG 317 �� _ . End COec`3 Picket /�02 CBa=� 2�a6 Reductlon +55_n 1600 Bar� C3o0 � + O O 0 SHEET 5 OF ll Norma Jean Wagner � ShirleyB a��d James DB 1327 PG 849 � DB 90 PG 26 LLLLLLLI..I TROUT STREAM BUFFER ZONE /W-� M ( ^ v , �I W VJ x x O O O O O 2 fr. weir O O O O O O 0 � � � � C70p SeCflO%i; 2 ft. weir INSTALL PSRM IN THE Sf0 29+65-52+10 PROPOSED DITCH LINE. � INSTALL PSRM IN THE �`�oO CIoO FO,O FOoO � C2a2 PROPOSED DITCH LINE. r�O � � � 18,5 /6a0 /600 Gop Section: � �I N \ L0�3 � Sto 29+65-52+10 n \ TB _ � �i � � r� TB ��"'� TB � T@ � riR \ ♦ -r ... ..� �� ��� ��� n ��� ��� � ��� �_ _ To ..� iR1 �, I I C � ' 2/a5 X X �2 ft. weir INSTALL PSRM IN THE T ID PROPOSED DITCH LINE. I ' I nni.. ncin n�i /-l_ J. ._1^_ + N O �'�/02 � � � 1�,� / � C5a2/ � �O 24e/ C3,2 " 9 x x 3 �/°� 2 ft. weir INSTALL PSRM IN THE PROPOSED DITCH LINE. CGR Development Corp D6 20 PG 161 �\ I I m � � � � X � � i� c�refree Co�e Roo� I� 8S Gr°v�/ �� m 5'; � � � + O O O O �� +' �x-+oi Z ' �' � , , , � � O + O O O O , James Edward Brown JR I DB 175 PG 644 � � + O O O O Gop Section: Sto 29+65-52+10 Norma Jean Wagner DB 1327 PG 849 � N + O O O O sHEEr 6 �A � + O O O O OF ll �A � + O O O O � � n � � � + � C� � � z � � C%2o9 � — — _ 5/a4 C' — — _ CGR Development CORP � � DB 20 PG 161 C33o9 �� � ?5'R/W Reductlon �' �9 c � � , _ — —� � +/700 �� ---C— \ C59o9 / 106a_9 Therese M Cirone Jessie D Cook DB ii22 PG 2i9 DB 1375 PG 619 1 I � � + O O O O � �Z �A U1 + O O O O + � N Norma Jean Wagner DB 1327 PG 849 �A � � O O O O Gap Section: Sto 29+65-52+10 � _ _ - - - - - � -- � � � � � � � � � C C26,9. � � -, �C32o7 �i�4 660/ C50o5 9208 Barbara Hirsch DB 1123 PG 909 � � + O O O O � •� • • � • SHEET 7 OF ll - - - - - � � � `� C � C � C16o4 ' � 4/,6 C26,5 56,8 C28,4 5906 CGR Development CORP DB 20 PG 161 � � + O O O O � � � �— � � + O O O O C� O + O O O O Norma Jean Wagner DB 1327 PG 849 62a8 CGR Development CORP D6 20 PG 161 C31 � + O O O O C}1 N + O O O O + SHEET 8 OF ll Carroll M Harris DB 555 PG 613 � � � + O O O O 2 ft. weir �9�.4 INSTALL PSRM IN THE PROPOSED DITCH LINE. 12 x 4 x 3 7 N we�r Ronald Bethel DB 1508 PG 835 � C� � + O O O O � U1 + O O O O � � � O O O O U1 � + O O O O Corroll M Harris DB 555 PG 613 SHEET 9 OF ll C� � � O O O O � C)1 � + O O O O � 2 ftJweir ��9�(7 � ID 1 j�1 J 0 � INSTALL PSRM IN THE PROPOSED DITCH LINE. Ronald Bethel DB 1508 PG 835 CAROL GIBB HARDING DB 23 PG 455 +00 / ` � � + O O 9 x 3 x 3 I 2 ft. weir � + � V- _ — a James R Hanratty IV DB 1726 PG 383 f50 � � / � V � O O O O � O O � 9 x x — 7 '�,\ 2 fT. weir l- J a� ��oi 2/00 /500 — � EIP IS RopeX X N — 9 -0.10% � �� X XR S E X �� ��< X I� �—�� � � \--- _I� -- �� � � � �. r� 2402 " " 2 ft. weir ; �I� � � cD O � ISE _X +5.0% SHEET l0 OF ll CAROL GIBB HARDING � DB 23 PG 455 N � � O O � + O O � '� O O � O INSTALL RIPRAP FOR � EROSION CONTROL IN THE n PROPOSED DITCH LINE. � + � �loU C ��Fi C �°5 � •o � n �� � X x 1904 �03 i�i I �J� z ft. Wei� C6o3 � � --- � � �� � . 2605 � � { ��_ �-� � � ---�-tS�--- � i i X +8.0% ; /8° Wot1/es r� S8' 4 /8° WOifles @.5�' SR 1345 BH Duncan Rood +! � X � S X-- _ —�-- ,—�--- � �+� I N I I � I � o I � C4o2 2�0� 9 x 3 x 3 INSTALL PSRM IN THE 2 ft. weir PROPOSED DITCH LINE. CAROL GIBB HARDING DB 23 PG 455 �J`o� x x � C�oB 2 ff, weir T /907 �� � . � �' CAROL GIBB HARDING DB 23 PG 455 +63 � � = i�, �, +5•�� � I lo n� ru� I � a � � � FOoC I� /500 rn � � � � a 3 CAROL GIBB HARDING DB 23 PG 455 E°OaPo 64+63 Patricia A Bowers DB 379 PG 811 SHEET ll OF ll -. IIIIII�II I�IIIAII IIIIIIII II�II� lUllllll -. IIIII IAII IAII IAII IIII IIII IIII Iln I�II IIII -.. IIIII I�II Ipll I�II lill lill IIII II� INII IIII :- IIIIII�III�III�IIIiIIIiIIII�Ii�IIINInI C II,II��IEl�III�II IIIIIIII IIN��� IIIN�IC� :::::::::::::::::::::�:::a:::�:::9::::::::::� mm2e92e3mE mm9m's 2mme2 9e:�92a:eE 3e�292916C SIIC6232� �•i:iSeesme:aea:�asmm:ra:7R�C:Y.7i7�16lIIiC7:C.. ?------------------- -._ �..._.. �...------ � � - .IIIIII�III�IIIAllllllllllll�ll�lUllllll -, IIIIIIAIIIAIIIAIIIIIIIIIIIIIIIInl�llllll - ,. 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