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Home My WebLink About20171086 Ver 1_Build Maps_20170830VICINITY MAP GR.9AHIC SCALE 25� PLANS 1� PROFILE �HORIZONTAL� 5 0 10 � PROFILE (VERTICAL) ROADSlDE ENVIRONMENTAL UNIT DNIS/ON OF XIGHWAYS S7A7E OF NOR7H CAROLINA �°�°��]E �1F l�T��$°�°][� �C�ll$�1L�1�� Y ��1�1' �� Y�Y � ll � WATA UGA COUI�TY LOCATI0IV: SR 1353 HARDIIV RD FROM SR I353 TO SR I351 STA I+ 00 TO SR 85 +25 A1VD STA 97+60 TO 108+63 TYPE OF WORK GRADIIVG, DRAIIVAGE, BASE A1VD PAVIIVG - 1.80 MILES BEGAIV SURVEY.• 03/OUI7 E1VD SURVEY: OS/03/17 THESE EROSION AND SED[MENT CONiNOl PLAA'S COMPLY WITN THE REGULATIONS SET FORTH NY THE NCG-010000 GENERAL CONSTRUCTfON PERNIT EFFECI'l4'E AUGUST 3,201/ ISSUED BY THE NORTH CAROL(NA DEPARTA1EN!' OF ENVIRONMENT AND NATUR9L RESOURCES DNISION OF N'A"!EX QUALITY. Praarea m im ance ar DIVIS701V OF HIGHWAYS DfVIS10N /I, DIS]'RfCl' 2 BOONE P.O. BOX 1460, BOONE, N.C. 2860J 2012 STANDARD SPECIFICATIONS rt.C. R IICA951St � EC l 32 EROSION AND SEDIMENT CONTROL MEASURES � � � 1670.OS Teme�..n SfIcD',eo6 .. Ii30.0i T�moo..n D:.�.e�oo _ ,. _ If06AI T�me=...r S�le F�o�e _ _ _ _ _ _ _ �x--�N� IW�.01 Spe��.l Sed�meoe Cooc�ol FeoPo ___� 16Sl.01 T�meo...� B�.mo.�d Sloee D..:�s_ _____ T� � IiJO.M S�IeB..�oT�u=B___________� � uua� Ta�,o..�, ao�� saf cn«� r,ea A � T�me��.n Ro�k S:IE C6e�k Tre� A..�e6 M.ee�oa .od Pob.=nl.m�d� (PAhL2 _ _ _ _ _ _ � IiiiA! TeMeo�.n Rook Sile CAsok T�e<-B_ __� W.r�IsACoi. Fi6e. WaeEla_ _ _ _ _ _ _ _ _ _ _ � -"- W.�Is�Co:� F�be� W.etle � .�t6 Pol�.«�I.m�de (PAM) IiHAI Tamv��.�. Ro�k Sed�meoE D.m T�ee �___ Iii1AS T�me�..n Ro�k S�d�m��t D.m T�nr� _� lii[.Ol Ro<k Pip< I�I°e Sedfine�e T..p T�p<-A_ ___.% � ►cu.os x,�� p,Pa �oieE sea:meot T�.P T,oe e_ _ V A./ IKO.W 9Eilling Be.in � IiJQOi Sc�=i>I Scfll;�s B>.;,, � Rook I�I°e Sedfine�e T�.p: iuxo� T�Pe n �►� 16ifAS Tro� B �� 1iS10i Trn� C ``Q Sk:mm�. B.s�o � Ti<.<d Skfmm<. B..fo_ _ _ _ _ _ _ _ _ � Io61E�.e:oo B.a�� THIS PROJECT CONT:llNS EROSIO� CONTROL PLANS FOR CLF,e1RING AND GRU�SIVG PFLISC O� CONSTRUCTIO.�'. N�cx ooeu�rr «. r.nis� ra�sr gn �an,r wa ��z ..�eol �tr, m s�o. n+nn �o s�.ioa+e3 x f . sne�rm r �o,,. Io, s��Qi �co�.�a�.oeo�,. Road..s.� SmnJa�J Dre.��ny�s Thc following ��d.�n�� cn lisl� srundvrds us unPa� �� "N�od.vv{ �3tnndu�d Ilruwings"- Itoudwu> Ilcvi¢� Uni� -\. C. Ueva��men� an - Ralei�h, �. C., Ja�eil Jan��erY 2012 and �he larex� n�� iM1erem a�e npplienble �oPiM1is pcqee� nnd by ceferenee hueb. n�e eo�uideceA o o+�n e� vm��. 1604.01 Itoilrood 1'.cosion Con�rol I>c�vil 1632.01 Noc4 Inle� SedimenrTrau Tcpe A 1605.01 i�mo�ni�y Sil�Feoce 1632.01 Ro.�k Iole� SeJimen�'f�ap 'f.pe J 1606.01 Sve.ial Se�imrn� Cuo��al Fenre 1632.03 Ro.�k Iol�� Sedimen� T�av Tvee C 1601.O1 Gni.clCunnc��e�iou Evnnuee 1633.01 'Iempo.u.. Roek SiliCM1cS T�pe.\ 1622.OL 'fwnnor.�c 3enns nnd S'lopv Ilruin. 1633.02 'femoornry Ra.�k Sil� Chc.k 'f>�e S 163U.O1 RixerSnxin 1634.01 Teiov��v� M�ek Sedim�brl)vio Tme:1 1630.02 Sil� f�Aio '1'>ye J 1fi34.02 Tempa�xm Ro.lc 6eAimen� D�im Tzye J 1630.03 Tempa�nry 1i1�1)irrJ� 1635.01 Itnck Yinc Inlc� Ycdi�ow�rl'rnp 'f, c A 1630.01 Selli� 3vsin 1635.0? Rock I'ipi Iole� Sedimen�T�av Type J 1630.05 '1'emPorerY Di.e�xioo 1fi40.01 I;oi� I��M1�. :o�Ylc 1630.06 Speciul S�illiu� 3asin 1645.01 'fempare�� So-e��m Croxsio� iea�oi n�a��oa �oy�nnndoo - EROSION CONTROL & PIPE INSTALLATION SCHEDULE TROUT BUFFER ZONE SEQUENCE GENERAL E&SC NOTES Eros�on contro� s�neau�e ana Notes G RO U N D STAB I LI ZATI O N C HART 1. Generally, the order 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 temparary silt ditches shall be installed after clearing and before grading. C. Temparary stone ditch checks with PAM or wattles with 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 protcction will be done as soon as the pipe is installed. 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 in the erosion control plan. 3. No. 5 stone, or equivalent, will be used in conjunction with the temparary rock silt checks in locations where water is leaving the project or entering a pipe. 4. All devices are to be cleaned out when half full. 5. Establish permanent vegetarion per ground stabilizarion chart. Notes: For silt basin size see the attached erosion control plans. 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 Trout projects. Wet Pipe Installation Schedule and Notes 1. Priar to installing any E&SC measures identify permit 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. Remove material and existing pipe while limiting, material and sediment from entering stream and escaping the projcct. 5. Excavation of stream channel shall not exceed 10' 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"ar greater must be buried 12" below streambed elevation. Pipes less than 48"must be buricd 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 vegetation per ground stabilization chart. 10. More information on wet pipe installation can be found in the BMP manual section 4.2 "Pipe & Culvert installation" 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) General Erosion Control Sequence & Notes for NC DOT Projects in Trout Buffer Zones 1. Prior to installing any E&SC measures identify permit conditions and impact area limits. Review trout buffer variance approval conditions for any special provisions. 2. All materials should be on the hand before work is commenced. 3. Install EC devices 4. Wark 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 work 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 seeding. 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 zonc. Special sediment control fence shall be used in areas where bedrock is encountered which prohibits the proper anchoring of fabric, and in low points of the silt fence m 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 blasring m close proximity to streams. PAM is to be placed on all Type A checks and wattles in the erosion control cham except for the final device in HWQ and Trout projects. DIVISION OF HIGHWAYS STt�TE OF NORTH CAROLINA SOIL STABILIZATI011t SUMMARY SHEET � MATTI11tG FOR EROSI011t CONTROL PERMANE11tT SOIL REI11lFORCEMEIVT MAT CONST LINE FROM TO SIDE ESTIMATE f5Y1 SHEET N0. STATION STATION 8 -I.- ►8•25 20•75 I.t �95 8 -I.- 20•75 22•75 I.t �50 9 -I.- 22•75 27•35 I.t 335 10 -I.- 27•35 29•55 l.t 160 12 -I.- 39•00 42•20 l.f 235 12 -I.- 42•20 45•50 l.f 210 �3 -I.- 45•50 48•00 l.t 2�5 14 -I,- 49•95 53•40 l.t 255 �4 -I.- 53•40 59•00 l.t 410 16 -I.- 59•50 60•35 I.t 95 I 6 - I. - 60 - 35 63 • 35 I.'f 220 17 -I,- 65�95 68•55 I.t 190 17 -I.- 68•55 73•75 I.t 380 � 8 - I. - 73 • 75 78 • 70 I.t 360 25 -1.- 102•Ib ►05•50 Rt 245 5U tOtAl, 3645.0 YIyGB��ANE U5 YA111N6 10 OB INStA 1.60 Ay DIRB fE0 6Y fN6 NbIN66K tOtAl. 3645.0 5AY 3645.0 CONST LINE FROM TO SIDE ESTIMATE fSYI SHEET N0. STATION STATION 4 -I,- I•50 5•00 I.t 255 5 -I.- 5•00 13•00 I.t 585 6 -I.- 13•00 I7•00 I,t 295 I 6 - I. - 63 - 35 65• 95 I.'f � 90 20 -�- 76•70 83�17 I,t 325 21 -I.- b3• � 7 85•00 I.t � 35 23 -�- 97•60 98•50 I.t 70 24 - I. - 97 • 60 102 • I 8 Rt 335 25 -�- 105•50 108•20 RT 200 5U tOtA 2390.0 M15GBbI.AN OU5 NAffINb 10 bB INhf I,I,ED A5 OIR GiBO bY fNE ENbINBB 'fOtAl, 2390.0 5AY 2390.0 DIVISION OF HIGHWAYS STATE OF NORTH C,�ROLINA S OIL S TABILIZA TI01� TIMEFRAMES SlT E DESCRIPT lON ST ABILIZAT lON T lME T IMEFRAME EXCEPT IONS PER�METER D�KES. SWALES. DITCHES AND SLOPES 7 DAYS NONE HIGH �UALITY 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. ' � • ' ` ' • 1 � � • • ' � � i i � � i i i � i � I � _ . � ��.�� -------_��-_---- �� -� �� m �� -� �� -� �� m �� -� �� m �� -� �� m �� -� �� -� �� -� �� -� �� -� �� -� �� -� �� -� �� -� �� m �� -� �� -� �� m �� -� �� 0 �� -� �� m �� -� �� m �� -� �� m �� -� �� '�� -� �� m �� -� �� m �� m �� -� �� m�� -� �� _ �� REBECR RNN TRIVETTE BOR 1847- PG 683 BaOePe 1+�JPJ EXISTING R/W ---------------�--- � �� xo EXISTING R/W � 11C,095/22 (R/WJ PROJECT: ROADe SR 1353 HARDIN ROAD CDUNTYe WATAUGA—BALD MTN,/STONY FORK TOWNSHI TYPE: GRADE9 DRAIN, BASE, AND PAVE ( 1.80 MlJ SCALEe /" = 50' SHEET 4 DATE: 03-0/—l7 � N �J � � � � � O O O KENNETH SCOTT KIKER O O O O BOR-521/ 763 O O O O O INSTALL PSRM IN THE PROPOSED DITCH LINE. X�9s �� , � 9 x 3 x 3 C18.6 `Ppp � 2 ft. weir � �; N� � i� a.i 44'9 �� C1.0 + � � C0.0 i � � � � .5 / � � \ � � C//. � � � l7 0 � � PROPOSED R/W � � � � 37 ;. �� C C � �\� � o ? � 6- l8" INottles @ 50� SR 1353 � �� (� �' +5.3% HARDIN ROAD � � � U� PROPOSED R/W \ � CONLEY WINEBRRGER BOR 1847- PG 67� �� F17.5 — 50.0 �-S-BLK-D +5.8% 10.0/ � � FO — /6.( F19.8 54.6 � x x 4 ft. weir ID 4 2 � n Z � � sHEEr 5 � ROBERT Ra RUSTIN BOR 115�- PG 423 �A � � � � � O O KENNETH SCOTT KIKER O O O O � � BOR-521/763 � � � � � � � � � � � � � � � � INSTALL PSRM IN THE PROPOSED DITCH LINE. 3' extro � x x wldeni°n9 � wldening 35.8 38.9 0�� 3 ft. weir � n ID Q��O n = EXISTING R/W 30 —�,----- �---- --------- ,,— Z , , � , o � � � / / ` ` ` `N \ ` ` ` �18" CMP / +6.6% ' l7 - l8" Wottles � 44' +6.7% Qo � � � � n � � � � � N � \ \ � \ �� E X I S T I N G R/ W �� + No Embankment Construction +67 � � � F0.0 � � _ _ � � ` ` �, Sta.6+20 to 8+00 Rt. � � F0.0 � � � 16.0 � _ — — — — — � � � 14.0 � � � � Fll.S � \ � � ,F15.4 38.0 — x X q6,2 �� F22.4 4 ft weir � � F� / � ��PT�IN INVESTME�TS,_LC BCR 1�4�- PG 3£31 J�I-N PI-ILLIPS DB- 81- �2 � — ROL�CRT Ro aUSTIN BOR :15G— �G 423 � O + + � 0 � � � � � � WILLIAM Ba WOOD qNNA Co DINWIDDIE Q 0�Z 13 9"— � G �I �I � � N + � � � � X"�S � C15.5 C17.5 � ��o � 403 42,4 O�� — — — — — — — — — � � � � n co.o ,— EXISTING R/W N��, �o° Z i5.o — + , � ''�C N C C C C\�� +6.6% „_ � 0 � +bE � 14.0 EXISTING R/W F22.4 — 56J F24.4 64,8 F27.1i JOHN PHILLIPS X i3 X 69'2 DB— 81— 92 4 ft. weir ID 1 \sHEEr 6 � �'�1 DRNIEL MRTRR � � BOR 174�— 535 � � � � � � � INSTALL PSRM IN THE PROPOSED DITCH LINE. 1.4:1 C12.4 9 " " � 34.4 2 ft. weir � C0.0 � _ _ _ _ ��.o � � � . 1� � E � � � � � � � � � �, +7.4% C� � N � iax�Xs 36.0 4 ft. weir JOHN PHILLIPS DB— 1�— 74 � � SHEET 7 � � +00 _ � i � ^ � °' / � � � � � 3 � Q�v o � CONLEY F, WINEBRRGER m � L a� � � E BOR- 184- 5�2 o � L � Q � � � o N �a A z o � w U1 O� �l �0 <O � s O O O O O O a �' O O O O O s � O � O � O O O O � � � � � 1.25:1 C26J 2 ft. wei3 C30.7 0 49.6 55.4 � � J `�° � � � � 1.25:1 42.86 ]�j DANIEL MATRR .' _ _ _ — — — — — — �� BOR 1740- 535 � i i C0.0 ��' � n C0.0 C0.0 � r� �, 15.0 �� _ l7A 17.0 e g � � � PROPOSED R/W Z ADD � -------- � i 15" CSP i N 6 - l8" Wattles @ 57' +q.7i -0.3i � � +1.5% � 0 0 �I I I N 1\+ � --------- N m I I I 1 � I \ � \ � / � � � � �' ' ' �`�' � � � � � 50° EXISTING R/W � � F3.4 x ioi i o+i � o� \ � I� 2/.8 i c� i i� i �� \ � F0.0 \ � � JOHN PHT��IPS ' o' ' � � � +50 \ � /5.0 � DB- 1a- 7% � � 150� D 15��p � p A F10.5 I�- F/7.6 X X i L � 36.0 50.2 2 ft. weir � i� � � \ �RYSTRL MRST U�CFRWO01) �RXTON HOLDING ��LC BOR 1661- PG E>49 �OR 1772- PG 571 MqRCUS I � MIKI-al DB-79/915 / , � \ � \ F602 /.25:/ � / / / / PRXTON HOLDINGS,LLC � BOR 1661— PG 649 � / / / 4 ft. weir CONLEY FoWINEBqRGER CsOR 184 5�2 INSTALL MATTING FOR EROSION CONTROL IN THE PROPOSED DITCH LINE. �� MRRY BELLE CRRRO�L BOR 12�3— PG 18 sHEEr 8 � � � � � CONLEY FoWINEBRRGER BOR 184- PG 5�2 C.31 O� �1 � O O � O O � � INSTALL MATTWG FOR � EROSION CONTROL IN THE PROPOSED DITCH LINE. C6.0 9 x X 'Z5.9 2 ff. weir CO.G /6.0 PROPOSED R/V ! N � � / sHEEr 9 � i — � � � ' � — � � — � ' � — 5 – l8" Wattles � 75' � � -i.6% � -2.0% � C3l N � I I — — — — — — — — I I I I PROPOSED R/W � � F0.0 � No Embonkment Constructlon � � �6 � � � �+ Sta.2/+00 to 26+00 Rt. � � q X 3 X 3 �+� /6/0 i�i ioi I O I 2 ft. weir � O I � ID .2 +35 END BLOCK RET WRLL � o (MqSONRY RETqINING WqLU � � � � 2�' FROM PROPOSED C�a � � � JRMES R-CIIG�D WINEBARGER JRo BOR 1853- PG 421 � � �+�3 BLOCK RET WR�L � (MqSONRY RETRINING WqLU � � 22' FROM PROPOSED CLo � � � � Q c9 � � � � Q � 0 0 Q m 2 — l8" Wattles � 75' /4.0 No Embankment Constructlon Sto.28+00 to 33+00 Rt. sHEEr io � � CONLEY F,WINEBRRGER BOR 184— PG 5�2 � O � I�j � � O O � O O O O O � O O O � INSTALL MATTING FOR O O O O O O EROSION CONTROL IN THE O O O O PROPOSED DITCH LINE. C/�.4 9 x3 x3 9 x3 x3 � 3/.6 2 ff. weir C5.0 35.6 2 ft. weir C17.0 C14.8 C9.4 �� .z 4/.5 38.2 30J � ]> � 27.5 � _ _ — — — — — — — — — — — — — _ � --------- ------ PROPOSED R/W --- — 4SBW N � � -0.5% � � �' � -I.0% � z n, � .�, �� PROPOSED R/W \�S � L No Embonkment Constructlon Sta.28+00 to 33t00 Rt. JRMES RICHRRD WINEBARGER JRo BOR 1853- PG 421 ... ,,, ,,, ,,, ,,, � � PROPOSED R/W � F0.0 \�� /4.0 9 x x 2 fr. weir CONLEY FoWINEBRRGER BOR 184— PG 5�2 sHEEr ii f20 +00 f/5 +00 � � / � � /� � � / � /� u / � u / � CONLEY FoWINEBRRGER BOH 1£3�— I'r� ��2 �-�l �-�J � � � � � 0 � � � � � � x x 9 x 3 x 3 C9.4 2 ft. weir X X C8� 2 ft. weir � 30J � C89 21Dt 1 2r C27.6 3/.2 C10.3 ID 11.4 29.7 � � 29.4 27.6 3/.5 � PROPOSED R/W N N -0.6% � � +I.O% -I.0% � � +I.O% �. � .. � � .. c� i i � i � � � i � � R/W USE MAINT AINED L/M/T S Sta.36+20 to 54t40 Rt. WILLIRM JOSEPH JqY CqRTER IRREVOCqBLE CONLEY F,WINEBQRGER TRUS1 BOR 184- PG 5�2 BOR 1432- PG 36� � t�� I +20 SHEET l2 /� � � � / �- ' � u [)NI I-Y I-� W_N�HqRG�H �[)H 1�34 F;� '�U11 � � � � � � � � � � C9.1 C8.8 ]> 29.7 �o � -------�- �_ � � � /9.3 �- - - - � 3 - l8" Wattles @ 75' � -2.0% CONLEY F,WINEBRRGER BOR 1847- PG 667 � N �J � � � O O INSTALL MATTING FOR O O O EROSION CONTROL IN THE Q INSTALL MATTING FOR PROPOSED DITCH LINE. � EROSION CONTROL IN THE O O O PROPOSED DITCH LINE. O X X O � � 2 ft. weir 9x3x3 � ID 12.2 470•7 2 ft. weir p O p i � i z i ,, ; C/3./ � L + � � C0.6 � v�i � � � voi i 35.7 I I N; I I 3�' i � /6.9 i o i � i� i + i� � �� N � + � - i PROPOSED R/W � i i �j „ i -�� , � �_ C ��5 � � <^' � +i.ax � _ �� N �� USE MAINT AINED LlMIT S Sto.36+20 to 54+40 Rt. WILLIRM JOSEPH JqY CRRTER IRREVOCRBLE TRUST BOR 1432- PG 36� � -----�- 3 — l8" Wattles � 75' �— � � � � � � � � C.)1 � O � � INSTALL MATTING FOR O O EROSION CONTROL IN THE � O PROPOSED DITCH LINE. O X X C2/.6 2 ft. weir 4 4 ID 1 1 � N � � � �� CONLEY F,WINEBRRGER BOR 1847- PG 667 �,� �_��_�— — PROPOSED R/W 3 — l8" Wattles � 75' +1.6% SHEET l3 +00 � h � / � -----_ �� _— USE MAINTAINED L/MITS Sta.36t20 to 54t40 Rt. WI�LIRM JOSEPH JRY CqRTER IRREVOCqBLE TRUST BOR 1432- PG 36� � � + O Q C37.9 � 72� C28, 60.2 � � + O O O \ +95 � � / � u CONLEY FoWINEBRRGER BOR 1847— PG 667 C.)1 C� O + �' INSTALL MATTING FOR Q O EROSION CONTROL IN THE O x x � O PROPOSED DITCH LINE. O 2 fT. weir � Q '8.8 D 14 1 � x x 3 � i,2 � � 2 ff. weir �/�.2 � �5.6 C10.5 32'3 � 25.4 32.8 + W i i � �L i i �: i i �' I I N � � C I 1 " C P -0.6% i� i � i � � +� � � +2.0% C7.6 —�--_---- SHEET l4 �— JEWEL LEWIS DB 49- PG 255 U1 U1 U1 N � � O O O � � � � � � O O INSTALL MATTING FOR � EROSION CONTROL IN THE PROPOSED DITCH LINE. C9.8 2 ft. weir C9.3 � 30.7 i� 30.0 � � RnP � ----- --------- 4 — l8" Wattles � 75' USE MAINTAINED LlMITS Sto.36t20 to 54+40 Rt. WILLIRM JOSEPH JRY CRRTER IRREVOCRBLE TRUST BOR 1432— PG 36� 00 �, +2.1% � � � �71 �A + O O O � C9.3 C7.2 � 30.0 26.8 C31 U1 C.)1 � O � O � O � � � a � J O � •'o• �o� C3.4 � �' � � � � 2/./ i `� i \ �� T' �' J�w�_ ��wis DB 4`�- PG 255 � � � O O O _"�,�.��'�I■_�'�" i�� -. � � ��Q��. :. � ---�� ,A . � .. � � � + O O O sHEEr i5 � -------- —___ �� F' — � �� PROPOSED R/W �� F i i � F0.0 l6. � � 13.0 � 2s o F9.6 i+ i 20 0 +oo FlO.0 32.3 i o i � 9 0 33.0 12 x 4 x 3 � � 3 ff. weir ID 1 1 � � MARIRN SoGREENO LIFE ESTATE BOR 275- PG 4�8 KENNETH Fo LISK BOR 275- PG 4G8 � � + O O O �— sHEEr i6 � MRRJORIE HE�EN Wf�_GIIT J=WF1 FWTS REVOCRBLE �IVING TRUST I)H 4� N(� 1�!� COR 184�— PG 2�8 � O � I�j � � O O � O O O Q INSTALL MATTING FOR Q � Q O O O EROSION CONTROL IN THE O 9 x 3 x 3 O INSTALL MATfING FOR O O O O PROPOSED DITCH LINE. O 21Dt lW 2r O ERO �POSEDO D TCOH I IINEHE O O INSTALL PSRM IN THE � PROPOSED DITCH LINE. 9 " " C17.0 2 ft. weir X X C/3.5 � Cll.7 C12.3 p 4/� C12.6 j�g � 2 ft. weir 36.3 � 33.6 34.5 I�— 349 i� i � � C0.0 � /6.0 _--- ---- -- --- �, ,,� PROPOSED R/W � E X I S T I N G R/ W Z — +1.5% � � PROPOSED R/W � � � F23.6 602 F25.7 64.4 MRRIqN So GREENO LIFE ESTqTE BOR 275— PG 4�8 KENNETH Fo LISK BOR 275— PG 4�8 14 x 7 x 3 4 ft. weir ID 1 .4 N +2.3� 3 —, l8" Wattles � 75' � �� -� � � � EXISTING R/W � � � \ � � � , + � � i � � � FO•0 / � _ _ — — /5.0 F16.0 F2/.8 45.0 53J JOHN PHIL�IPS BOR 166— PG �85 n,'_ +4.3% i2 X X s 4 ft. weir ID 1 . � � / 36.3 _'--------- 3 — l8" Wattles @ 65' � — F0.0 � F9.7 /6.0 � 32.4 MARJORIE HELEN WRIGHT REVOCRB�E �IVING TRUST BOR �g41- PG 298 � � � � � 0 � � � Q � � C26.8 x x INSTALL MATTING FOR �b'� 2 fr. weir EROSION CONTROL IN THE I 1 2 PROPOSED DITCH LINE. , � i � � � � � � � � � EXISTING R/W \ � � N I �`J �`J +i.5X �} , 2 — l8° Wottles � 75' 0 _ EXIS^TING R/W _ - - - - III � :- � � — L ` _ � . JOHN PHILLIPS BOR 166- PG �85 12 x4 x3 3 ft. weir ID 1 .1 sHE r i� � D�NNY DUNN B�R 1778 PG 55 � � � � � � � 0 O INST LL MATTING FOR 0 O ERO51 N CONTROL IN THE Q O PRO SED DITCH LINE. Q � x x p� 2 ft. weir O � � C8.5 C0.0 � � 28.8 � /7.0 � � �---- �`� — — —�� ► � z � � O O � � �------\tJ ivl \tJ +3.7% No Embonkment Constructfon Sta.69+00 to 72+00 Rt. CRNNY �UNN �OR 177E? �G 55 sHEEr ia � N C-N � O O O O Q INSTALL MATTING FOR Q O O EROSION CONTROL IN THE O O O PROPOSED DITCH LINE. O x x 2 ft. weir ID 1 2 C8.8 C8.3 29.2 28.5 + 60 C7./ � 20.0 26.7 � 6 - l8" Wattles � 74' +3.8% EXISTING /W JOHN PHILLIPS BOR 166- PG �85 27.4 9 x 3 x 3 2 ft. weir -� � � � �A � O O O O � C.)1 + O O O O DANNY DUNN QCI� 1778- f G �� O O O O O O O O �LV.J � ' •� � C7./ C7.3 � 26.7 27.0 --------- -----E�X�S�ING R N C C C �+2.8� � � 4— l8" Wattles � 99' , � � EXISTING R/W 3°0 � No Embonkment Construction � Sto.74+00 to 76+00 Rt. JOHN PHILLIPS BOR 166- PG �85 +2.2% __--.-- „—, 39.0 X X 3 N. weir ID 1 1 SHEET�60 � � � � � � O O O O � � �� '— — F � — � ' Fo.o �'� �3.0 � i i i � i i � i � � � � 0 � � CONRRD N, FREUND REVOCRBLE TRUST BOR 1326- PG 847 � � � O O O O / � � sHEEr 20 � D�NNY DUNI� Q�R :778- �� 55 � O � I�j � � O O � O � C4i.5 � O O � O � 78.4 � O O O O O P pPOSED D TCH INE. � O � C20.0 1 x x � � � � � C12.2 46.0 3 ft. weir � / � � C4.2 � O 34.3 C0.0 � � �I 25.3 _ — — — � � \ /7.0 � / �ERH RUDE�� _ _ _ - - - - - - - EXISTING R/W � � � \ � BOR-3z6i6z� Z � � � � � �N � � �\\ � � 9— l8" Wattles � 45' �� 4— l8" Wattles � 37' -6.5% � �' -6.8% I I I - I I I I I I � � � � � � � i i i T � � I � � � i i � i + � � u' � I O I I� I � � � � � � CONR( D FREUND REVOCqBLE TRUST BOR 1326- PG 847 � N I � I EXISTING R/W ,' � . � No Embonkment Construction � i � Sto.79+00 to 85+25 Rt. , � � � /� O��y/�� i � ' �� . k�� DONNR VANNOY HOUCK BOR 14�7- PG 128 SHERRY VqNNOY HOLMRN BOR 1439 PG 256 �, � DRNNY DUNN BOR 1778— PG 5� � INSTALL PSRM IN THE + � PROPOSED DITCH LINE. 12 x 4 x 3 C2/.6 3 ft. weir 43.0 GoA Section: � � � SHERRY VRNNOY HOLMAN BOR 1439— PG 256 LERH RUDELL (REFUSQ U BOR 326— PG 629 � � � � � 0 � 0 � � � � ROBERT Po C( NNON BOR 378— PG 54� sHEEr 2i � •� • • • • • LEqH RUDELL (REFUSqU BOR 326— PG 629 � N � � � � � SHEET 22 ROBERT Po CqNNON BOR 378— PG54� � � �A � O O O O � C.)1 + O O O O LERH RUDELL (REFUSR U BOR 326— PG 62`� � � � O O O O GRRHRM FISHER BOR 119— PG D7� (REFUSRU � � � O O O O SHEET 23 � SCOTT M, NaSCIOLI BCR 1FG�— PG �2� � � � O O O O D INSTALL PSRM IN THE � L PROPOSED DITCH LINE. � � � O O O O ROBERT P, CRNNON BOR 378— PG 54� , � . � p 1 � � � JO So WEAVER & DRVID �a WERVER BOR 1837— PG 697 � SCOTT M,MRSCIOLI BOR 1662— PG 822 �O Q � O + � O 0 O 0 O � O � � I O O O O isXsXs 4 ft. weir ID 24.2 N + O O SCOTT M, MRSCIOLI BOR 1662— PG 822 � + O O SHEET 24 � OO + O O � JO So WERVER RND DRVID Lo WERVER BOR 1837— PG 697 x x 2 ff. weir ID 24.1 ROBERT P, CRNNON BOR 22�— PG 525 O � � �� FRIEDRICH Ea Ho SCHILLER BOR 236— PG 617 � 15 x 5 x 3 4 ft. weir i � Fll.B Fll.O � 36.6 _---- N -2.6�Y. ��' � � No Embankment Constructlon 2 ft. weir � Sta.99+00 to 108+63 Rt. i� 2 z INSTALL MATTING FOR EROSION CONTROL IN THE PROPOSED DITCH LINE. SCOTT M, MRSCIOLI BOR 1662- PG 822 � � � O 0 SHEET 25 � � � � SCOTT M, i MRSCIOLI i � BOR 1662 � � PG �?� � i/ � � �� i � � � � � X x � i Q 3 ft. weir Q 3 I O 2 4 O � O I '� O � � I � +45 � � 0 31.3 ti � � i� � /� k i c� � F0.0 ti� � � � � � � F6.2 29.8 /4.0 � i U' F1.4 � � 25.4 � i 15.8 EXIS �NG �/W ELL F1.8 i - � ��—� _-1--i—_-- �� i i i � I i -6.2% i / � � -4.5� 4– l8" Wattles c� 54' � EXISTING R/W FRIEDRICH E, H, SCHILLER BOR 236- PG 617 i� c�P , 1 " CS i i � � , � i i 3 i � + � o � No Embonkment Const�uctlon � i� i Sta.99+00 to 108t63 Rt. �� e � i � 9 x 3 x 3 �%i � � 2 ft. weir `� � � ID 2 � g � INSTALL PSRM IN THE PROPOSED DITCH LINE. � � I � � FRIEDRICH Eo Ho SCHEL�ER i BOR �3E f'G F�17 iA i\ i � 1D8+63 � TOPO MAP for SR 1353 Hardin Rd. Marker A= BOP Sta. 1+00 Marker B= EOP Sta. 108+63 f �# � I �- ,� �� .� -�, .. 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