The URL can be used to link to this page

Home My WebLink About20130472 Ver 1_R-3601_4c_20130214ffr tsr Z 0 w�L r�2 U, k 1 14 rr O M V 4 O • 0 V 3 a j i O �V j 3 3 See Sheet 1 -A For Index of Sheets ace aneer I -6 moor t onvenr:onat aymools LEL ND old 1432 Min Fa. opPE 2 RAILROAD £ � �Q AV SSA SL s Fliai 1 7 J 1435 7472 Old Faye Rv WOODBURN wie 1437 Rd 1472 R cea sNCB n Market St a a,. UJ Mem 0 a y BE ILLS � (Sp21 I Gea(` H °a \ )sW Wooster I 1 �F 1 N aws� 1 �a` CLAIRMO o , 11 I nsE Ow 1551 1524 11..► I I 1 ► 1 421 17 ✓ J 1' �1 \ �� -► 1' Po 'R� "`C� � o°Na° BEGIN PROJECT _ ECT S s 133 7 L Pp m L Shipyard Blvd. VICINITY MAP NEW HANOVER COUNTIES 0 00 0 Q LOCATION: US 17 -74 -76 FROM NC 133 / SR 1472 INTERCHANGE Z TO THE US 421 INC 133 INTERCHANGE TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURES WETLAND/SURFACE WATER PERMIT DWG. 81'AT6 STATE PROJECT R8PBR8NC6 N0. RHEET No TOTAL SHE_ PROJECT ENGINEER SUSAN C. LANCASTER, PE ADT 2013 = R -3601 STATE PROI.N0. P. A.PROl.N0. D68CRIPTION 38868.1.1 NHS - 0017(68) P. E. DHV = 11 % LENGTH STRUCTURE TIP PROJECT R -3601 = 0.205 MILES D = 55 % TOTAL LENGTH TIP PROJECT R -3601 = 1.676 MILES * T = 6 % V = 60 MPH *(TTST 3% + 0 ti 01 �O SITE 9 SITE 4� SITE 5 SITE 6 SITE 8 R 135 6 7� $ I cs� 9 to (BATTLESHIP 5 � 1 � / 1 -L D- US 17 -74_76 NC 13 -LLT- LLT ' Iltl II (I�ISR 147 2 -RpAY- ,am _ �_-- I -LRT- z LL9G __ 1 d G T I A f Rlpg I H'n SITE 7 x ��` SITE 3 �� BIZ 01 cPti1 r SITE 2 SITE 10 SITE 11 SITE 14 gel � ll SITE 15 \— SITE 1 wSITE 13 A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF LELAND AND BELVILLE. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III. THIS IS A CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO INTERCHANGES. GRAPHIC SCALES 50 25 0 50 100 PLANS 50 25 0 50 100 PROFILE (HORIZONTAL) 10 5 0 10 20 PROFILE (VERTICAL) DESIGN DATA GARY LOVERING, PE PROJECT LENGTH PROJECT ENGINEER SUSAN C. LANCASTER, PE ADT 2013 = 78,321 VPD ADT 2035 = 107,000 VPD LENGTH ROADWAY TIP PROJECT R -3601 = 1.471 MILES DHV = 11 % LENGTH STRUCTURE TIP PROJECT R -3601 = 0.205 MILES D = 55 % TOTAL LENGTH TIP PROJECT R -3601 = 1.676 MILES * T = 6 % V = 60 MPH *(TTST 3% + DUALS 3 %) (EASTBOUND LANES WERE USED FOR FUNC. CLASS. = FREEWAY LENGTH OF PROJECT CALCULATION.) STATEWIDE TIER Ok Prepared In Me Offke of: DIVISION OF HIGHWAYS 1000 Birth Ridge Dr., Raleigh NC, 27670 2012 STANDARD SPECIFICATIONS GARY LOVERING, PE RIGHT OF WAY DATE: FEBRUARY 15, 2013 PROJECT ENGINEER SUSAN C. LANCASTER, PE LETTING DATE: FEBRUARY 18, 2014 PROJECT DESIGN ENGINEER HYDRAULICS ENGINEER ROADWAY DESIGN ENGINEER P.E. INCOMPLETE PLANS DO NOT USE FOR R/W ACQUISITION PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA Of NOT m °s g e > 0 f��rOp TINAMleO�4' F Cw,7 M z ' L U o X111 Za 3caoMo�w X11 � � _3 ��z 1 ^z� I 1 ( �� '� zz<F��io I \ N �°�su�r�� 1cc�II _ 11 \I - ( z F _ II I i� I i o Ld I I cn (.n z u \ II �� a er— �3 \\ I\ N I cnw I b WU 0Q \\ II II OLD wD 0cr) 1 II U N ro z Z � I d c w Q O 9 WETLAND/SURFACE WATER PERMIT DWG. PROJECT REFERENCE NO. SHEET NO. R -3601 5 RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR / W ACQUISITION PRELIMINARY PLANS DO NOT USE FO CONSTRUCTION 100' 0' 100' ffppp�I GRAPHIC SCALE t) \prn\ X— X�X�X —X�XX /� CONC I (/ \ CoNc CYRILL F. THOMAS, ET UX FILL WITH FLOWABLE S ��XX MATERIAL X� TIDAL J )5 14 /� TEMP. WORK mm\ �►, S '�- -mss_ _ _ _ _ _ _ q o BRIDGE (STAGE III) JSJ I 1S _ _ C.� �15�... TIDAL ��- -B „- - - - - - - TEMP. WORK o cn II w 5 ..-Js-...- Js W000s F +\ m BRIDGE (STAGE 1) o° T W II F —— F F F �� + F. 9'BST - - -- r,. OANGLE VANE _J 'f” _ \ ---- - - - - -- - -- ANGLE VANE 3GI q C b 2GI C N _ �y (n (SEE SHEET 2 -R EET, 2 -R).. "P Gam. 2'857 1 rr�__1 __ REMOVE EXI _J _ i (SEE SHEET 2 -5) I y,t ANGLE VANE _ _ _ - _ - - _ / L2_ /Q10=16.3 CFS F x y I _ I s / V10=2.0 FPS F Ill Li F BLE MAT RI W i I l F -..r - - -NLR- - - - r - - - - - 'F.T- - -•�- - - - - i - .T x II w LEVEL ►� — � �— — � � ,g� M�E�ANIZfD CILEARING � Z4�RCP,,, � � \ ELEV =1,pg- �. I (SEE SHEET 2 -S) x 41.30 PM09 '1 H // / fl \• �� iT1MW T CA TION I V CITY 0 LELA clTV OF BELVILLE \ y L'A`N ` OWN BRIDGE (TALE II) .A. I Q10 -4.3 CFS \ �� \ o +- .� 5 V10 =1.2 FPS \ o �i ERIC I PEST T CORP. q _ _ _ _ _ t T � � � MENANfECS�LEARING . �= �- -��; �- C17Y OF BELVILLE 'CC - / \\ FILL IN WETLAND Q {} ODELL VANS. JR..•ET U% + M �� J .y URBAN SMART GROWTI�B VILLE. LLC O IATED C8 ~ `�J SITE 3 F UND f2) TP D'S / NO ASS IA TED i ) TOWN OF BELVILLE .+ Colyc CABLES t \ �_ 8'PVC ss URBAN SMART GROWTH BELVILLE. LLC 3 1p CB B PVC NRSD WaN S —__ TYp EXISiwC 'T � °6esr�o- WES ss ✓_ - -DI T0�7 TWP �- t � tcue � NCREEK TWP --�__ \ �- D IS' RCPT. �, = NBSD \ `/- DIRECTION EO 2,1-`RC,"' DI RCP RiN —_- 550 O �- DIRECTION ____________ DENOTES FILL IN ON 'l WEB 1 - - - -- -- E SiWC Ri F WETLAND WELLS Ri — -- �� N ry T I �__ �� • •• • DENOTES MECHANIZED CLEARING 50 111GR II BST I � DENOTES EXCAVATION I ' IN WETLAND J �a G�`O? 15 -RCP DI� 15'R P E - -- // �' �. t d ti ZIP ui c 1 O w O 'O o 0 C /(zn b a\ WETLAND/SURFACE WATER PERMIT _ GLI PROJECT REFERENCE NO. SHEET NO. R-3601 _ _S P,W SHEET NO. RY PLANS CONSTRUCTION ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR / W ACQUISITION PRELIMIN DO NOT USE FO RY PLANS CONSTRUCTION 100' 0' 100' GRAPHIC SCALE \• a CCC \ Z� + x x CoNc GR CrnaL-F, TNoMAS, ET ux \ \\ FILL WITH�LOWABL� S/ Y "TE IAL i ` x�x = x TEMP. WORK \ \ GE (STAGE III) l — 1 — — — — - - R — TEMP. WOR D n -- O vt Ii$EE SHEET R �� CONVERT \ \ q (SEE SHEET 2 -S) 0 =96.3 C S X30 =10 FPS i Le HAr I r i a ,��_ -- ��-� Mf ANIZfD ( E'er` �'��{ !- s —� r RCa RI — r ELEV =i29EL / r f� ` --(SEE SHEET 2 -SJ k �` 4/26/2009 �1 w � �� i<_�_ � f� \�� T•Y�� — / � _ . r �� L � �/ r x r r r ;, 1:30 PM h. XCA TION r . — - TEMP. WORK LE [' — J) C' LA _ x �� owN BRIDGE STAGE II) [� �c A \ 210 =4.3 CFS �� IBRI EST D. \ V10 =112 FPS I tw \ / A _ �\ n ' \ r t r MECHA _ �� J I OF LELAND — �\��1� OF BELVILL \ LL VANS,JR .ET U% o \� L\. \ r _ -. FILL' IN WETLAND SITE \ \� Ja�E� \ ~ URBAN MART GROWTAV�BELVILLE. LLC NO f2J TP p.R _ —► ��J r pp J TOWN of BCLVLhE v —_ �ic vl l� l �V4 � �\\\ �-- ss URBAN SMART GROWTH BELVILLE. LLC \ \, �__ s• P \ \\� \\� \\ i y FSS 4'P AS. `___� E•P J r r CB NB$p y �- ✓C r r JS7 °v9sT�TOWN -T ss IS' RCP T, 6 NBSp_Ci - DIRECTION tE 24'RCP OFD /- DIRECTION — s nu' 1 \ ION. �__ �� `. r r * F DEN�\I1ES FILL IN I` 1 \ \I ®� E�XxR �_� \—t�wcR, —s, r s I��TLAND / EX5{ r W L \ 5T DENOTES MECHANIZED SOILIGR CLEARING B rDENOTES EXCAVATION IN WETLAND IIII 1 L- ��_ N — EXSIRW R /RrrV.IR�ESI � 'w r r is•T \III / —� -- r r V N ti 0 Z a O o 0 v 0 Efl Fr ►W W Coon <B W \ O O cn A W a z a x U H I WETLAND/SURFACE WATER PERMIT Q h FILL IN WETLAND r— 0110 =14.4 CFS CAMA� \ f\ P s L9� DWG. GLI IOO• o• IOO, GRAPHIC SCALE E PLANS , O- PRELIMIN I PLANS W CONSTRUCTION Z , , N + WETLAND/SURFACE WATER PERMIT Q h FILL IN WETLAND r— 0110 =14.4 CFS CAMA� \ f\ P s L9� DWG. GLI IOO• o• IOO, GRAPHIC SCALE , E PLANS , d W ACQUISITION PRELIMIN I PLANS W CONSTRUCTION , , N + 0 , E PLANS , d W ACQUISITION PRELIMIN I PLANS , CONSTRUCTION , , PROJECT REFERENCE NO. SHEET NO. R -3601 6 R,W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INC®MPLE E PLANS DO NOT USE FOR d W ACQUISITION PRELIMIN I PLANS DO NOT USE FO CONSTRUCTION N W I ILL INN u C DENOTES TEMPORARY FILL IN WETLAND F F DENOTES FILL IN WETLAND DENOTES MECHANIZED •' •' •' • CLEARING ® DENOTES EXCAVATION IN WETLAND V v 0 Z a 0 o 0 v 0 F+ W \ � l + 0 7 WETLAND/SURFACE WATER PERMIT DWG. r -A\ TEMP. RIDGE ORK � (STAGE Ifl) I E ST R/w I 0MECHANIZED�CLEARII \ �Q \�"Ff LL IN WET loo' 0' loo• GRAPHIC SCALE SHEET NO. RM/ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INC®MPLE E PLANS DO NOT USE FOR / W ACQUISITION PRELIMIN 0- DO NOT USE FO CONSTRUCTION 0 Z t F+ W \ � l + 0 7 WETLAND/SURFACE WATER PERMIT DWG. r -A\ TEMP. RIDGE ORK � (STAGE Ifl) I E ST R/w I 0MECHANIZED�CLEARII \ �Q \�"Ff LL IN WET loo' 0' loo• GRAPHIC SCALE SHEET NO. RM/ SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INC®MPLE E PLANS DO NOT USE FOR / W ACQUISITION PRELIMIN I PLANS DO NOT USE FO CONSTRUCTION I I qf� S! � FILL IN WETLAND Q10 =14.4 CFS * * 'MECHANIZED — V10=1..5 FPS NEW RANOV ER SOIL & WATER CONSERV DIST � A� TEMP FILL IN WETLAND CLEARING i SEE SITE 5 ENLARGEMENT W FILL IN WETLAND SITE 5 �R, zz END SHOULDER BERM GUTTER MECHANIZED CLEARING -LMED- 66 +10 (LT) — — — — — — _ — wasos O i _ _ - URY 1.0' - —J �_- 15" RCP -V _ � - ___ __— —_ -- — 3GI _ — — — — — — — — — — — , — 36" CP- I- - — -- -_ -- - -- - -- TREN LESS - -- _ WOODS END SHOULDER BERM GUTTER r��(� �� \ - LME0.66 +10IRTI \ v� ��\ — — —� R =3601 �.. �f5 \ 10 V-1. CFS \V� GF\ s �1) 1 �� *\ MECHANIZED CLEARING — TE . LVb ` ' d \ �� \ \ �� \ FILL IN WETLAND BRIDGS \ ��A\ �� _ \. — Q 404 lk lk 1 DENOTES TEMPORARY FILL IN WETLAND F F DENOTES FILL IN WETLAND DENOTES MECHANIZED •' •' •' • CLEARING ® DENOTES EXCAVATION IN WETLAND zlO PROJECT REFERENCE NO. SHEET NO. R -3601 7 PW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER WETLAND/SURFACE WATER PERMIT DWG. 100• ol IGG �, GLI GRAPHIC SCALE d Z d I p � o + * * + SEE SITE 5 EN �MENT * * * * * 40 q m SITE 5 * * \* � * E %i5T R,• * * TEMP. FXgAVATION IN WETLAND* o * * ITE� 6 {� * * * ME ANIZLD CLEARING -- - - - - -- *, ---- . - - - -.. - -\ TE P L IN *WETLAND WOODS -- - - - - AL * - - - - - - S — — — FILL rJy,H FLOWABLE MATERIAL * \ M FIL 1W * * * * 1 CLEAN -OUT * i 4 36 9§ V * * I * * * W * CONSTRUCTION .. * * * * I W f� MECHANIZED C NG * .. ' * * '.. * x a F � S DETAIL R -- F + MP FILL I ? = o �N 14 GI -D A IUSSH ET Adjust 23! t,.s of ' I raw - - -- ----------------------- - - - - -- -- ------------------- _ -_ -_- _______ _J u2 i - -- Z -- - - - - - -- - -- - - - - -- `I W K M CHAI�}IZED , FeR- IGG F ----- - - - - -_ _ — _ � - -- I F - - - -- F— - -- _ ---- - - - - -- I 44 - - -- — .. Z* •' { — t`J' -- *T*— ---- r------ -en•- - - - - -- - - - -8 - -- - - -- * *�1 *.. * * �— - -- * * -- - - - - -- ----- - - - - -- -- .a - - - - -- * ti x CLEAN-OUT * * * * * * * * *SITE 7 TEMP. EXCAVATION IN WETLAND * * x TEMP. FILL li * * MECHANIZED II IN WETLAND I * * * * CLEARING , Q IT 8 ILL ^ IT ^ * CI J\ ,i,�/ * * I * FILL IN WETLAND 'I * * * * /, MECHANIZED \ * * CLEARING * i * * * % * * * * * cl, Q10 =7.1 CFS * * I V10 =1.8 FPS * * * * i r WOODS * * * MARSH INCOMPLE E PLANS DO NOT USE MR O W ACQUISITION PRELIMINARY DO NOT USB PO PLANS CONSTRUCTION ® DENOTES EXCAVATION IN WETLAND DDENOTES MECHANIZED * * * CLEARING DENOTES TEMPORARY FILL IN WETLAND Z O WETLAND/SURFACE WATER PERMIT DWG. nA V_ GRAPHIC SCALE PROJECT REFERENCE NO. SHEET NO. R -3601 7 RNd SHEET NO. ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER INCOMPLE E PLANS DO NOT USE FOR / W ACQUISITION PRELIMINQ RYSTPLIANS � Z r Nk SEE SITE 5 ENS' ` _ �� < < SITE 04 EXISTIN R/W TEMP. gAVATIO N IN WETLAND ME ANVE -E) _CLE, RING —q- - - - -- , a SI C � 6 J EMP. F I LL IN WETWOODS °. °. 7'-- - LAND FILL H s LOWA£MAR \ � Kt ~ `36 P –V / .. :\-. l –\ I \ \ \ .. j CLEAN –OUT J' i ZTR�LESS W CONSTRUCTION _ r� rMECHANIZED�\C NG-- /� CID - S DETAIL R— — — — _ —. 44 — — — — — — — — — � W ILL IN WEILAND ryst2Gl — _ — — — - -__ Adjust2Gl — - _ — L\ - - -_ — -- — =_ ==__ __ — - -- = - N CLEAN –OUT 7 TEMP. EXCAVATION IN WETLAND y \ */ — / Q J \� \ / MECHANIZED Nk TEMP. FILL CLEARING IN WETLAND 71 IT SITE" 71 IT B ILL 1 `' t \ �� / .. _ � I CI i J FILL IN WETLAND MECHANIZED \ � i CIT lk 3�) — BLEARING — a Q10 =7.1 CFS V10 =1.8 FPS h * i WOODS A MARSH ® DENOTES EXCAVATION IN WETLAND DENOTES MECHANIZED ••••••• CLEARING ®DENOTES TEMPORARY FILL IN WETLAND 64 O F0 W z O Z Z w w 3 0 0 M o s es U 3 = <Uwz \ ® T W M 0 30 .0 "u I LL z O= U rh .4 _ w 0 aV w w > o z a PT4 r4 E- � zF = � I o N w J a � W U N U / I � O N a I Z Z CD / CD _j UZ [-- I Lij W CL- 13 Q W Cf) Z C!) J W U I / b W LLJ O J O Z J Z W �-- W O W O 56 GVN N Z Q 'J rrW -J v1l T 'J N 1 T r, N H WETLAND/SURFACE WATER PERMIT DWG. UGIVV I GJ f' 11V WETLAND DENOTES TEMPORARY ® FILL IN WETLAND DENOTES MECHANIZED CLEARING ® DENOTES EXCAVATION IN WETLAND O a W F8 �GLI I �z E PLANS IIECT REFERENCE NO. SHEET NO. H _ 8_ R,W SHEET NO. CONSTRUCTION DWAY DESIGN HYDRAULICS ENGINEER ENGINEER N I O UGIVV I GJ f' 11V WETLAND DENOTES TEMPORARY ® FILL IN WETLAND DENOTES MECHANIZED CLEARING ® DENOTES EXCAVATION IN WETLAND O a W F8 �GLI I �z INCOMPLE E PLANS IIECT REFERENCE NO. SHEET NO. R=36 Al- _ 8_ R,W SHEET NO. CONSTRUCTION DWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE POE / W ACQUISITION PRELIMIN I PLANS DO NOT USE FO CONSTRUCTION N O A i NOTES: 1.) FOR -LLT- PROFILE SEE SHEET 16. 2.) FOR -LRT- PROFILE SEE SHEET 18. r�rw _J Wrw _J 0 ^I r�rw _J U t~ z O n w W O Q N I T r, N h WETLAND/SURFACE WATER PERMIT DWG. H N r I + UGIVV I GJ f' 11 WETLAND V ®DENOTES TEMPORARY FILL IN WETLAND DENOTES MECHANIZED CLEARING ® DENOTES EXCAVATION IN WETLAND I O a W W7 PROJECT REFERENCE NO. SHEET NO. R -3601 8 RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER GLI / ZV Q N 0 INCOMPLE E PLANS DO NOT USE FOR ® W ACQUISITION PRELIMIN RY PLANS DO NOT USE FO CONSTRUCTION Lo i NOTES: 1.) FOR -LLT- PROFILE SEE SHEET 16. 2.) FOR -LRT- PROFILE SEE SHEET 18. a t~ x w 0 O O •r h C~ a _N Z _ a I U h z 0 PROJECT REFERENCE NO. SHEET NO. R -3601 10 RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER WETLAND/SURFACE WATER PERMIT DWG. 10 GLI GRAPHIC SCALE I�01 1 Y t is Jc Jc is i Z t f NEW FiANOVER SOIL 3 CATER CONSERy DISTRI t t t i. E %�SiING P/w � _ � is is is WOODS - _- _-- _--- - - - - -- + — MCNC — — — —riB— — — t Ek / — -- — — .. MCNC WOODS * woe _ F WOODS ` ° —F ------- - - - - -- F — J. —\ &! F W R' WOODS F W TO RE TE E NATURAL GROUND \— F C7 _4Q\ TO REMOVE OLD ROADWAY � -- \ �� d\� MECRA I E c \ \ ____ _ _ _ _ — - — - — - — __ —_ - -- F Vy L RING—r___ ETLA F - MECHANIZED - -- - - - -- �� 91 C� CLEARING V-4 F /{ WDQDS - - CLEARIANGQ \ \�� \�ti WOODS CLEARING ED __- -SITE 12 W ° °DS 'x MEC ANIZED, _ _B,w- - �� \\ FV-L XLEA NG � ' y SITE 1 J` \ \� Y Q t �NOMN \ \•< � F F DENOTES FILL IN WETLAND •• *• • • • DENOTES MECHANIZED • CLEARING L f t 4 INC ®MPLE 'E PLANS DO NOT USE FOR / W ACQUISITION PRELIMIN RY PLANS DO NOT USE FO CONSTRUCTION Z O WETLAND/SURFACE WATER PERMIT DWG. GLI tn GROPXIC SCALE V PROJECT REFERENCE NO. SHEET NO. R -3601 10 RM/ SHEET NO. RY PLANS CONSTRUCTION ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR /W ACQUISITION PRELIMIN DO NOT USE FO RY PLANS CONSTRUCTION i Se zis j is is is f ►mow R NMOVE � +� �[ N ER-CONSERV DKifU � t L L _ r J _ — — — — i I W - .-ODs W EXCAVATE TO NATURAL GROUND REMOVE OLD ROADWAY_ �- l\ let ETLA n _ /.: �•e -- CLEARING ED \ a ` 1 � MECHANI Q ods CLEARING MECHANI EIS' CLEARING -s1s 2 M € NIZE[� / E., �CLEA G J SITS T DENOTES FILL IN WETLAND I I DENOTES MECHANIZED / /S \ • • •• • • • CLEARING J OIz < 6 _ �+ ROADWAY DESIGN HYDRAULICS W \ I z R pAC WATER PERMIT DWG • ENGINEER ENGINEER \ /URBAN SMART GROWTH BELVILLE. LLC + N t loo• o• loo. o� \ \ v7 cq g / / \ ` M GRAPHIC SCALE DO + GLI O23 VIRGINIA H. BROWNING WILLIAM H. BROWING. ET UX \.., \.._ OLD STO X 22 T 14 MICHELLE L. BROWNING � \ kpM C s 34'sl-Z .f o ...�'.. �'!' \ WOpQS \+ • O � CHI. 35DW z o p40vE o CMP IMPACT IN // +�x'Z \:.. �CMD . SURFACE W� \ /y W B(KBUS W 347:' ..�... Oo 2 l • —._ Y ,14 2 y Y ^TI .. Illrrr e IsBKBUS 0� — \- 9.04' ..� ... �2 •`• IJORTH CAROLINA STATE HWY COMllt rr,w. .. .� \ W00 . —.. .. � �, 'Y �, ay � 'J• 'l �, ay 'Y WSoli / y°• RETf1�K8U � ..� _ _ - _ _ - _ -WT _ - �.. -�... � INV =1.61;1 � � Ay _WiW- _ _ _ _ W S RE =YST X - __ _ _ - - TOSr_______ O ACUUNtiP _ rw � _J NC TOP =22.35 S EXISTING R/W S EXISTING R/W W EIP EXISTING R/W EXSTING R/W WOODS — — O CONC - 24' 72' p1 v TOP =9.83' O NV =15.66 \ , INV =13.26 CI IIR i9 2 LUG W/ Ob a/ TOP = 13.92' INV =5.76' SOIL + DSO INV =15 6•Pyc 55 JV 4. ti F S5 6•PVC F s5 I "v= 6'PVC ss ss INV= 20.73' - - - -- � \ - - - -- ARI —_ _J —T— ---- ---- - - --- -- 7/7' -- -- - - -- - - -- -- W i _ _ _ _ - _ -TC- _ _ - - _ _ - _ _ - _ _ _ - - _ _ _ _ T FO T Fa T FO- _ _ T &T Cg ''t T - -'c- - - _ _ _ _<_ T _ _ _ _TC- _ _ _ _ 8'PVC ss ./- DIRECTI - 55 ) C _ _ - _ _ _ _ _ _ - TOP 086' INV=9.74' INV -9.71' -TC 55 1 V =I 18• RC 8. =I P .. .. c ssyM6 -1�/W TOP- 12 :27' INV =8.27' E%ISTNG q/W EXISTING R/W I o "�— INV= • TOP-12.74' W aCGE55 EASEMENT 50. ' F \ / ., CQNC_}I W4tL 55 MC 0 ORTH BHUNSWICX E� \ -- C ` ' 0.18' S "1 SANITARY DISTRICT 50.00' INV= N UTNITY EASNENT d I 6 / REMOVE 18" RCP ODS m U 15 c� 4 L RING E� ,. /; 5 \...�... SITE 15 a o / /.. ��'" SANDEEP KAPOOR,E / URB SMART GROWTH *BELVK(LE. LLC ° woods — 4_1 �� FLAMINGO PROPERTIES. LLC Woods , / .� O i 1 BELVILLE PROPERTIES. LLC s� E;•1 1 OF' O `I` 76.38 � / ! � � �• � / ,,� s c / N 51'04'54' W ]O EIP 202.53' EIP CCE EAS210. S W �ICg 5 39 ' 'E 210. moo- 66.2q l 0� �NTENANCE EA & Al INN N 0.55 \ � 543 H F I c F V� c £ % £ W L "WET � SxsT 1.oF' Ar F� / YY-� �' 41• M ft��j Pd� E • s HANIZE HYO4 s RING 10 =0.5 FPS a / UCHMAN PROPERTIES. LLC. m p Q 19 THOMAS HALL O ;W s o �O 101 69S `S9. z INC ®MPLE E PLANS PROJECT REFERENCE NO. SHEET NO. R_3601 _ 13_ RW SHEET NO. _ �+ ROADWAY DESIGN HYDRAULICS W \ I z R pAC WATER PERMIT DWG • ENGINEER ENGINEER \ /URBAN SMART GROWTH BELVILLE. LLC + N t loo• o• loo. o� \ \ v7 cq g / / \ ` M GRAPHIC SCALE DO + GLI O23 VIRGINIA H. BROWNING WILLIAM H. BROWING. ET UX \.., \.._ OLD STO X 22 T 14 MICHELLE L. BROWNING � \ kpM C s 34'sl-Z .f o ...�'.. �'!' \ WOpQS \+ • O � CHI. 35DW z o p40vE o CMP IMPACT IN // +�x'Z \:.. �CMD . SURFACE W� \ /y W B(KBUS W 347:' ..�... Oo 2 l • —._ Y ,14 2 y Y ^TI .. Illrrr e IsBKBUS 0� — \- 9.04' ..� ... �2 •`• IJORTH CAROLINA STATE HWY COMllt rr,w. .. .� \ W00 . —.. .. � �, 'Y �, ay � 'J• 'l �, ay 'Y WSoli / y°• RETf1�K8U � ..� _ _ - _ _ - _ -WT _ - �.. -�... � INV =1.61;1 � � Ay _WiW- _ _ _ _ W S RE =YST X - __ _ _ - - TOSr_______ O ACUUNtiP _ rw � _J NC TOP =22.35 S EXISTING R/W S EXISTING R/W W EIP EXISTING R/W EXSTING R/W WOODS — — O CONC - 24' 72' p1 v TOP =9.83' O NV =15.66 \ , INV =13.26 CI IIR i9 2 LUG W/ Ob a/ TOP = 13.92' INV =5.76' SOIL + DSO INV =15 6•Pyc 55 JV 4. ti F S5 6•PVC F s5 I "v= 6'PVC ss ss INV= 20.73' - - - -- � \ - - - -- ARI —_ _J —T— ---- ---- - - --- -- 7/7' -- -- - - -- - - -- -- W i _ _ _ _ - _ -TC- _ _ - - _ _ - _ _ - _ _ _ - - _ _ _ _ T FO T Fa T FO- _ _ T &T Cg ''t T - -'c- - - _ _ _ _<_ T _ _ _ _TC- _ _ _ _ 8'PVC ss ./- DIRECTI - 55 ) C _ _ - _ _ _ _ _ _ - TOP 086' INV=9.74' INV -9.71' -TC 55 1 V =I 18• RC 8. =I P .. .. c ssyM6 -1�/W TOP- 12 :27' INV =8.27' E%ISTNG q/W EXISTING R/W I o "�— INV= • TOP-12.74' W aCGE55 EASEMENT 50. ' F \ / ., CQNC_}I W4tL 55 MC 0 ORTH BHUNSWICX E� \ -- C ` ' 0.18' S "1 SANITARY DISTRICT 50.00' INV= N UTNITY EASNENT d I 6 / REMOVE 18" RCP ODS m U 15 c� 4 L RING E� ,. /; 5 \...�... SITE 15 a o / /.. ��'" SANDEEP KAPOOR,E / URB SMART GROWTH *BELVK(LE. LLC ° woods — 4_1 �� FLAMINGO PROPERTIES. LLC Woods , / .� O i 1 BELVILLE PROPERTIES. LLC s� E;•1 1 OF' O `I` 76.38 � / ! � � �• � / ,,� s c / N 51'04'54' W ]O EIP 202.53' EIP CCE EAS210. S W �ICg 5 39 ' 'E 210. moo- 66.2q l 0� �NTENANCE EA & Al INN N 0.55 \ � 543 H F I c F V� c £ % £ W L "WET � SxsT 1.oF' Ar F� / YY-� �' 41• M ft��j Pd� E • s HANIZE HYO4 s RING 10 =0.5 FPS a / UCHMAN PROPERTIES. LLC. m p Q 19 THOMAS HALL O ;W s o �O 101 69S `S9. z INC ®MPLE E PLANS DO NOT USE FOR / W ACQUISITION PRELIMINQ RY6TPLIANS F F DENOTES FILL IN WETLAND • DENOTES MECHANIZED • *• • • • CLEARING ®DENOTES IMPACTS IN SURFACE WATER zl �4 ,dy 1 ART WTHI Lli� LLC PROJECT REFERENCE NO. SHEET NO. :6 \\ R_3601 _ 13 KW SHEET NO. A ROADWAY DESIGN HYDRAULICS \ \WAT C R PERMIT DWG. ENGINEER ENGINEER \ \\ / \ 100' 0' 100' GRAPHIC SCALE xv / 23 VIFtO H. W" j WILLIAM H. BROWIIG. ET UX Dlc s7o IMBHELLE L.JBROWIMNG �2 \ S 4'S7 / y JR / / JI (�2)f p�y�E MOVE i A,f � CT IN W s f �C OKR \ =9/92• —� / � - . , � •$ .�` 'AH - .. � / � \ ,y � 'r �+1 /S US 9.04' / i// �, �o 9'�7 �. ,iNiN T'r<T E�)ilWt�i �, �' �. �• fib °y s — — x— — �! _ - Irwr�\61�= �r r, J'• r _ _ _ -N,.- - -�- - - - - - - - -N,.- - - rW -6 AcuuEi - +mss- - _sue` - - - - - - _J NC T P= .35 5 XI TIN R/ i �- €3R &TIHG� /W- -� - EIPR /N EXSTWG R/N -_ c_- p_ -___Q TOP= 9.83' BSD _ 4. G. . / -- �- �'i_PVC= _-+L ys TOP_ 13At- �' ` - INVc5.76' N — INiLI _ V —ss - 61 PVC ss zs� [may 14ATUR �RTUR) � rw _- _) - T Tom..- ^✓'� NNW 9.i:" �•�° -rc- _ r_ 8' PVC 55 INV =5.87' J TOP =10.16 l 5S _ E ACCESS EASEWExi 50. .M TARP. WICX 0. / / / / 6 �\ / (� LTlITSNENT cl R\ \ \ NIZED y i� V / , , / �7 V , \ xs�,a , \ QSANDEEP APOMt� r a \� y/ — / , ITE \� ��/ �/ fu JMART GROWTHIBELWLE.LLC/ �� J J ) / \ woods _ FLAMINGO PROPERTIES. LLC woo us �� I / / // BELVNLLE PROPERTE LLC a ( �/ N 5102.53'' W 3 /•. /I \ 011 j / /�:sl" 'Y =y I ( I I (/ I / �- �� \\ I' EIP 202.53' EIP 3 /S Z5 /zq. • 3 E 4p . ' / 1 \ E x �WIANIZE �C RING o -o.s FPS � F F DENOTES FILL IN FMAN RTIES.�LC. — WETLAND / 011- / // ET pi\ Q d\ �I / DENOTES MECHANIZED CLEARING THOMAS HALL DENOTES IMPACTS IN gS SURFACE WATER 6 INCOMPLE E PLANS DO NOT USE FOR O W ACQUISITION PRELIMINARY PLANS MI NOT USE FO CONSTRUCTION D 6 PLANS DO NOT USE FO CONSTRUCTION DI CH LEG ND PROJECT REFERENCE NO SHEET NO. R -3601 14 70 L D RIGHT ITCH — - - - -- ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER BEGIN GRAD -LM D- ST A. 42 +00 00 ET N /S U FA E AT R E R IT w LEFT DITCH — — — INC ®MPLE DO NOT USE FOR E PLANS d W ACpUISITION 60 EL. = 41.00' LEFT DIT H — — PRELIMINARY Pr = 43 + 00.00 50 EL = VC = 38.40' 200' °w r I_' 50 K = 373 Pr 8 +50.00 0 21.15' 0 L?,09 180' PI = +50.00 Q o 40 (- EL = 6.60' Q + _ 40 _ (- )3.136 % K = 1 4 = `� L = 13.5' (-1 4.51 U Q C = 160 16130 +0.34 �r ° �� ° = 317 30 M ' 30 n �w v° LO M m P m J y 20 cl) v II 01.378% w o o p O _ d w J w O — — — .� .� — — (- )1.347 % )0.8438% 10 <O LL, 10 ' 102062% _ u Q LD v 0 oN =a 0 z_o �� Z Y U w O w m w w -10 z z J -10 ° 0 M E: 0 -20 Fit R -LIED- PLA VIEW SEE S ETS 4 ND 5. -20 0 ° 0 40+00 41+00 42+00 43+00 44+00 45+00 46 + 00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 L MID- E 0 40 ND B IDGE LMED S TA. 6 +93.50 (34'L T.) 40 I BEGIN RIDG -LME - STA 55 +93.0 34' T. C/L STA. -LME - 60 +13 E D BRIDGE - MED- TA. 64 32.73 (4'RT.) BEGIN B IDGE LMED STA. +32.73 34'RT PROP. 8@100' 30 54" RESTRESSE 'REI1 CONCR TE GIRDER 30 ,_ v Pr EL - 54 +76.0 TEMP. W RK BRIDGE PI EL 60 +05.0 18.13' SKEW = 600 PI = 65 +33.00 = 67 +2' 0 a ° V = 2334 (S AGE II HOW � KC EL = VC 11.70' 794 F�c I2.03' = 780' 2Q N K = 115 1563' 20 m 0 +)1.1898% (-)].?185% a o (- )0.8438 0 - +)0.1781% ( +)0.1781° (-)2.0735% 10 10 r- 020627 — — — m all - � O o M _ = o O 0 O O 0 N ° + � - `I° p 00 � C HIG TIDE L. = 2.1' .I o II H: II Fu ci CID W W W O CD w °o MEA LOW TIDE= 3' / o o w CD -20 °a� ag as °+' -20 LL INAL ORK BRIDGE GRADE BE SET = +1 9 = a- Y C TRAC R. / v -30 - IN. OVK C RD 3.1' (V A OVE HIGH o U) - -30 z ° w / / z w ° w ° w w w ° -40 ✓ m -40 TE: -5O Fl� .) FOR -L ED- P N VIE SEE S SETS 5 ND 6. _50 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 PLANS DO NOT USE FO CONSTRUCTION - L - WE LA D URF CE W TER PERMIT MAIG. END 3RADE -LL T- S TA. 10 + 79.86 EL. = 8.24' PI = 700 80.00 PI = I +50.00 VC = 1 ' VC = 80' K - 25 zC - S 5 PROJECT REFERENCE NO SHEET NO. R -3601 17 ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOMPLE E PLANS DO NOT USE FOR F" W AN FISITION PRELIMIN I PLANS DO NOT USE FO CONSTRUCTION = S A.111+66.7 EL = 8.08' K PI 113 +50.00 I I PI - 16 +10.00 I I I I EL EL 8.94' EL 9.72' � - _ r--.Er!=z�� III IZ +,w.UU 20 VC = 1 0' K = 7I (- )p.0553% 1 (+ 0 0 -10 -10 E D GRADE -ALT- S74.127+ 0.00 -20 Et- = 9.00' -20 -40 1. FOR - T- PLA VIEW SEE SH ETS 9 A D 10. _40 113 +00 114 +00 115 +00 116 +00 117 +00 118 +00 119 +00 120 +00 121 +00 122 +00 123 +00 124 +00 125 +00 126 +00 127 +00 �� PI = 1 6 +20.00 PI = 10 +70.00 E = 8.11' xC = 160 2 0 EL 13' EL 8 9' 20 a zc = 3 s x= 20 TEMP. WORK BRI GE 10 a (+)0.30&0% - )0.3947% (-)0- 947% ° r� 0 , = 0 -LL T- -LLT- 99 75 (q) G TIbE LA2.1' ... ril .000, PIPL HYDRAULIC DATA DRAINAGE REA = 313 AC ME N LO TIPS nr -2.N' DESIGN F 4QUENCY = 50 IRS -20 DESIGN D! CHARGE' = 21.5 CIS FINAL WORK 13RIDG GRAD TO RF CFT -20 DESIGN H. WELEVATION = 5.3 FT BY C NTRA TOR. Q100 DISCH Q100 ELEVA IRGE ION = 23.1 = 5.4 CIS FT MIN. OW CHORD 3.1' (1' ABOVE HIGH OVERTOPPI G FREQUE CY = 200 YRS+ TIDE LEV.). -30 OVEXTOPPI G DISCHA E = 25.2 CFS+ -30 ILNO E: 1.) I 7OR -LL - PLAN VIEW S E SHEE TS 8 A ND 9. -40 -40 99 +00 100 +00 101 +00 102 +00 103 +00 104 +00 105 +00 106 +00 107 +00 108 +00 109 +00 110 +00 111 +00 112 +00 113 +00 K PI 113 +50.00 I I PI - 16 +10.00 I I I I EL EL 8.94' EL 9.72' � - _ r--.Er!=z�� III IZ +,w.UU 20 VC = 1 0' K = 7I (- )p.0553% 1 (+ 0 0 -10 -10 E D GRADE -ALT- S74.127+ 0.00 -20 Et- = 9.00' -20 -40 1. FOR - T- PLA VIEW SEE SH ETS 9 A D 10. _40 113 +00 114 +00 115 +00 116 +00 117 +00 118 +00 119 +00 120 +00 121 +00 122 +00 123 +00 124 +00 125 +00 126 +00 127 +00 �� . mI11 67li�mc;;m9== =31111=31111!TsTr= m m[Ij w,rpsfl 9.50' EL = 10.35' 200' VC = 340' 326 K = i54 ETI + 0.3141" (+ 0.3141% L (- )0.30 INC ®MPLE E PLANS DO NOT USE FOR d W ACpUISITION DII CH LEG ND PROJECT REFERENCE NO 36" PRESTRESSED PROP SHEET NO. R -3601 ER 18 RIGHT DITCH - - - - - - ROADWAY DESIGN ENGINEER HYDRAULICS ENGINEER LEFT DITCH — — — LEFT DIT H — — +50.00 00' PI = 9 EL = 30 K = 93 20 U FA (.-,E AT R HERMIT W 10 INC ®MPLE E PLANS DO NOT USE FOR d W ACpUISITION PRELIMIN RY PLANS DO NOT USE FO CONSTRUCTION mmilm -40 1 1 1 1 1 -40 NOTE: —50 1.) FOR —LRT — P N VIE V SEE H —50 85 +00 86 +00 87 +00 88 +00 89 +00 90 +00 91 +00 92 +00 93 +00 94 +00 95 +00 96 +00 97 +00 98 +00 99 +00 -ljR - END BRIDGE -L T- STA 112+601 PI - 100+s0.00 EL = 8.45 PI = 04 +s0.00 EL. = 9.28' EL = 8.75' K = 941 K = 67 PI = 1 6 +50.00 GL ST A. ART- 111 17.50 PROP. 3040',1@45',3@40' 36" PRESTRESSED PROP CONC. RADF - GIR a ER ASKEW - 900 P EL 1: Tr7- Vu rr = 7 IN m trim S1'iQTif�� sii16ll iJf��l ��l d..: �.... �. — wa:••.•.:: �l Siil��l21��i7�L /l'�!��..— �� L�� • • r• ►��1 NO �11/ ►'si "�_- �:,� =li= zz I 7 t' j, cam: " ► ° 1 1 1 1 _ 99+00 100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 11 11 11 z N49L� (q to ifl bi 4Af9 1 0 110 1 0 110 1 0 100 90 80 WLB 70 60 50 40 30 20 7 1 20 30 40 50 60 70 80 90 1110 0u ■ . ■TTI 5 10 PROJ. REFERENCE NO, SHEET NO. R -3601 X -13 To E 0 1 0 1 0 1 0 CLEARING LI ITS 3 — 1 — — 0.030 — — — .030 0.03 0.030 _ - S.5'. 5.18 FILL N WETLAND - - - - - -- - - -- -- - -- 90 SITE 4 64+10.00 90 0.030 0.03 0.03 0.030 63 + 0.00 0.030 0.030 0.03 0.030 in 10 — — — J — — L _—in n 90 in 0.030 .030 0.030 0.030 10 62+50.00 .030 0.030 0.030 in —in in 62 + PO. 00 1 0 1 0 1 0 1,10 1 0 100 90 80 70 60 50 40 30 2D 1 L ED 1 20 30 40 50 60 70 ED 90 100 110 1 0 1 0 1,0 1 0 z N49L� (q to ifl bi 4Af9 1 0 110 1 0 110 Yo 100 90 EO 70 60 50 40 3D 2D 7 1 0 loo 0 kKALfflul 5 10 PROJ. REFERENCE NO, SHEET NO. R -3601 X -16 To E 0 1 0 110 1 0 90 CHARING LIMITS 1 W B WE LAND/SU FA E W TER PERMIT PWG. 90 10 3.1 0.030 .030 6 :1 4.31 :1 0.03 0.030 3 in S.S.6.50 - D. P. 2 - 8.42 - - S.S. 7.43 10 3:1 0.030 .030 6 :1 4.3181 0.03 0.030 - 3 - - _ - -S.S.7.9 _ 7'� D. P. _ 8.54 - - - S.S.7.42 90 90 3;1 0.030 .030 6 :1 4,31 1 0.03 0.030 in - S.S. K37 7 D. P. 8.66 S. 7.32 10 1 0_030 .030 6 :1 4.31 1 0.03 - 0.030 -- F F DENOTE WETLAND FILL IN - - - - i \ S.S.5.28 _ 7. D. P. rr 8.76 _ - S.S. 6.13 �- -- - -- - - -- _ CLEARING WL CLEARING LIMITS in 1 0.030 c .030 6 .•1 4.31 1 0.03 0.030 _ _ WLB - - -- S. .5.83 D. P. 8.85 S.S. _ - .64 FILL I WET AND 71 =p ffi.00 SITH, 3:1 5 0.030 C .030 6:1 4.31 .1 0.03 0.030 in - S.S. 7.43 8. D. P. 8.92 S.S. 6. 7 -- - -- - - -- - 1 0 110 1.0 1 0 1.0 140 0 0 2 1 L ED 0 1 2 0 140 1.0 110 1 0 140 1 0 z N49 L� (q to ifl bi 4A f9 1 0 110 1 0 1 0 1 0 100 90 80 70 60 M 40 30 20 7 1 0 100 0 kRALKlul 5 10 PROJ. REFERENCE NO. SHEET NO. R -3601 X -35 To E 0 1 0 110 1 0 ET ND URF CE WATER P RMI DWG. — — — -- — — -- -- — S.S. 7.40 6: — -- 8. 6 5.45 10 in — - - -- -- - - -- — — — "'"'_ ° °— S.S. 7.32 3f S. 3.78 -- 8.5 WLB CLEARING LI ITS 13 + 00.00 WLB CLEARING LIMITS WLB 1 20 in DENOTES FILL ETLA IN D — - - -- — _ S. 0.08 .6.84 y I12 +0.00 FILL IN WETLAND SITE 11 — - - -- -- -- - - --- S.S. 7.15 3J — S.S. - t, -- -- U8 3.21 — - - -- L 1 0 1 0 1 0 1 0 1 0 1 0 0 0 2 1 -L T- 1 2 0 1 0 1 0 1 0 1 0 1 0 1 0 z N49L� (q to ifl bi 4Af9 1 0 110 1 0 1 0 1 0 100 90 80 70 60 M 40 30 20 7 1 20 30 40 50 60 70 80 90 1110 0�5 �1� 110 W 1 PROJ. REFERENCE NO. SHEET NO. R -3601 X -51 To E 0 1 0 110 1 0 WERAND/SURFACE WATER PERMIT DWG. - RPJRT STA 11 - +37.97 S.S. .71 0.(30 OFF EL 0.02 7.75 — 6.99 7.75 6.11 - - -- -- — -- S.S. 90 115+37.97 90 S.S. 7.50 _ — - - -- -- - - -- -- — -- -- — 64' S.S.6.0 6.90 -- — — -- 20 90 S. 4.43 7. 4 3 S. 5.63 - -- -- - - -- 1 -- — — - - -- — — -- 7. 7 S.S. .39 - -- -- - - -- -- — -- - - -- -- — -- LB WLB CLEAR LIMITS NG NLB 114+00.00 CLEARING LiMITS in 0.012 0.02 WL FF F ENO W ES FI LAN L IN — — e .I 86 — S I FILL I E 11 WET ND 113+50.00 1 0 l 0 1 0 110 110 140 0 0 2 1 -L T- 1 2 0 140 1 0 110 1 0 1,0 1 0 z N49L� (q to ifl bi 4Af9 0 5 10 PROJ. REFERENCE NO, SHEET NO. R -3601 X -96 kKALfflul To E 0 1 0 110 1 0 1 0 110 1 0 1 0 t o 100 90 80 70 60 M 40 30 2D 1 1 20 30 40 50 60 70 80 90 1110 W TLA DDS RFA E ATE PE MIT DW . .10 10 S.S. +05 — — — — — -- — — — — I — -- S.S. 16.48 -- 15.97 � in 13.86 \ 22 + 00.00 s..18.11 10 — -- in • CLEARING — — — LIMTS 21+ 0.00 -- — -- -- 90 - - - -- -- — — -- WLB W B LIMITS -- \ o.040 o.040 3 4.1 F F in —in 12.00 F 1042 -- — - - -- -- — -- -- S. .5.21 CLE-ARING Wl.B FILL IN WETLAND CLEARING LIMITS LB L MITS SIT 13 F F D NOTES FILL IN WETLAND 90 — — - - -- -- _ S.S. 14.65 0.040 0.0 ,0 10 in 10.76 937 — — -- - - -- -- - - -- — s.. 5.50 ILL IN WETLAND SIT 13 0.040 3'I 3:1 S. 13.52 — — in 10.75 20+00.00 — — 2- 1 0 110 1 0 E0 1 0 100 0 0 2 1 1 2 70 80 1 0 1 0 110 t o 110 1 o 04 o 4 c N � �" F" ° �' T E. o U CN z F o Z C7 U v ®T� U z�z c_ o c, �cc� z� o clq � T ® M N r r r J � N m U J ® J i J N O L z c? Q a) Q CO L ° O J E L CL CL N N � N — N a z ? u -C m LO N N � E c m N N n \ O Z � 0 M W o CI C U Od \ 5 O U ~ F Q W U � .6 U x �z CL Q zm z �.XL QWU £ E - a � v w x� U � p J LL ca 0 ] o 0 U •- w x m c y CD t0 (6 V � O O r � fn � a O O o � ° m n fA 3 fn =� -gym c X y d � Q O � a � N = C N O M O N O O O r N L O U G@ �V� � O O O O O O 2u) � U � .c .3 L O 0� > O O p p C L � `6._ � o 0 0 0 J I" W Vl T W W O a No O O Vl E =gym c 0 0 M H v o o � o d 3 c � a z d• � LL N � O � O O L ° 0) Vi L O — V R H MO 7 O � (6 C (6 U O O 3 y O y L U�iia�m c o C R O y C w a. c � 42)i = V y L 0) a J O IL LL O R 3 v J U W � F C E z Q a W co ¢ z z ° y L C i i � n• a a w a ° Y ° � � W J W J O 3 to v O N m N LL Q � O O Q a W a W a � G w C j LL O V a a a .- Y Q. c _ M U y = � O x Q 0 w E fl- � V � N , 0 7 y 1n C O U �n v cfl o ti O co W f0 U o~ o � � F m F m � F n co M j Q � a U c 2 � � Q Q U Q y Q Q� Q Q , �~ m Q ° � 2 � W � W � F F DO x E E O 3 W � � H _ W W� W� W W� W W mu co c R E ° ° y O O E W a. y E 2 �'i m E ° ° a m 0 4) t � 8 H Z * z a (!) Z � O O� N N O .-, w W o Z � � U p C7 O O N Y C G U �• O fn ,N (a O. � � F- xs E� w U — U Q a o z o a In M In Cl) � N OD QwU £a va ¢ Lei n a z N W a ti L4 Q dN O co z7 ] O 0.1 W 5 G N N = U �� (0 U N O N O �- O � O � � � N .- O O O O a m � � a 'o =_ = O R 3 � U � � O N V a+ s R N > _7 N O � cc N O � M O 00 O N O d' O N N V v xy L N V� V � v � O � O O O O � O O O CL) U w �4 �U C o m W a a) d IL � _ N U * � N N O >= ca m �° O o � O o O 0 m c L O QQ z g U .-i W Q L LU L m N N d E= O U O O N O N O .5 C 3 O � 0 0 O C •3 � d R p� -_ O U O 04 O CD Cl) M LO O co M L N O d 3 V� LL N� � O O O O O O mz d a � � L O E y C 3 3 m 3 c Q� (6 U O O M 7 m UEji��- 0 0 i ".s O O N a � y S C OL y C 0 Z U y L f6 a IL a d y �� y QO z 3 m � O - w p p Q N u~ � ¢ M m M O � w C L o o N bo w U � a � � w � w o O � Q ~ } o O m y v °' CU R 3 C s 3 �, v O i >_ IL LL m m O = N .� N G. "a � O f6 Ca •� >.. m u (n O W 3 w w M W 2 00 a a d m vii rn O �O O � �n + E a, C a s L O H C yy U �~ O O C;, O � N Q � H co W � M n 6 N j U V V @ O m m m� O Q � �� co" C', a H } co � w F W W C Q Q R d x � LL Q a Q� !n a. F F m F � O C W � � � (n Z O O LL Q cc cM ci i L c 0-2 O fa Q. N W Q N t E CD a) O D a H $ 0 r M W 2 J O J F F m F � O � � � (n Z O O