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Home My WebLink AboutWSCO_WAKE 9101 Falls of Neuse ws boundary change NCDOT 540 widening info_19990817 PROJECT REFERENCE NO. SHEET NO. U-5826 5 03 R/W SHEET NO. \��\ \\ \\ \�� '� /' �� , � ( J � ROADWAY ENGINEER DESIGN HYDRAULICS ENGINEER \ \ ¢`� y 1 \\ \\ L PI Sto 10+32.89 I \ \ s \ �J INCO�] P L]E ]E PLANS PI Sto 32+75.84 = 9° 03" 44.4" (RT) \\ \ \\ \\ \9� �� ) I mw / DO NOT USE FOR w ACQUISITION b t \��\ \\\_ /� �� J p = T 4/' 59.9" (RT) D = l3° 50' 23.4„ \ \ \� ��\ - l / ��' / d D = l 08' 45.3" L = 65.48' �� L = 522.88" _ \ �� Nc �� Qy j S ` � \ aC \ e _ T 32.89 \ �C � � \ . . \\ � \ � PI Sto 28+77.63 `\ \ \ 6 - \ ' I \� \\ \\ I - T = 161.50' R = 415.00' p 4 41" 48.2 (RT) /�\ \ \ �� I \\ .@ 3 R = 5,000.00 �, D = l 00 00.0 \ \ \ \ \ I . \\\ N / ' 1 DS = 50 MPH - \ - ,6 \_ L = 469.67' \� _ \ \ I \ \\\ I / e = .02 \ �,e. DOCUMENT NOT CONSIDERED FINAL T = 234.9T - - \��\ \ \ \� I I \\\\ I I �/ / �. -I _ \ \ / /\r UNLESS ALL SIGNATURES COMPLETED R 5,729.58 - - - �.�� \ \ r s \ W 1 �� \\\� �S 1 � r \- � _z�� -�/ � `.;: . � DS - 50 MPH _ �� \ I I \ \\\ I / \ / \ / \ \ Engineers.Planners.Scientists.Construction Managers \� �\ \ \w \ I I \ I u� T 4505 Falls of Neuse Road, Suite 400 e = .02 - / - _ \� \ I A\\ I 0 \ \\ \�\ \ I 4 _ 11 1 Raleigh,N 7609-6270 RUNOFF - /00 - �� / - �� /, �. �� tto:uwwwk« orr \ �� / Phone 919 783-9214.Fax 919)783-9266 Ln C\j ��,�� - �\ 1 _ I� \ ��1 • 1 � � � �� ` � ��- \� \ I \ \ I I I1 79 PI Sto 37+75.09 � 7° 42' 0/5' (LT) N t�l \ ` I \ D - l 08 04.5 WILLIAM P. MERRITT ��\ I I L - 678.71 o JENN ER L. TYCAST N \ \ \ / l w N \ \' • I ( / T = 339.87 Cn CONC S = 50 MPH v (. . �'3 CONC�a =c 60� \ ` A I f �\/ / II /\ �` 10, R NOFF = /00 / �o ➢ \ (mot - - `� / �I�f/ 0 ►1 �/ 1 \�I I \ F Ise �, I I T o �l 6 / � N i � h \ w / ��I / -��\� \ 1 / \ F LL R � WEST, LLC �S��J/ - _`�`� �, �\ e / = I --- �R°' �� cPsePTI I I I L/ STR 509 1- \\ GlN ON mi II / / \ - - ALL E. CROFT I / 3 s / 3 4 DA ac -'""�" N 2SBK M -I I 7 X p _ / - �/ \ & CHERETTE .r "PROX�\cS�s�EM o STI\ l / I� I i P 2 STL - „ Wp P P _ - �` }} "- N I I `® APPROX LOCATION W RIP RA XIS \ \ �P�' SE x ( G SEPTIC SY�TEM / 45 F _ _ - STA. 35+47.33 '- , I � P\ / ,� TIE T� � � � 5)=3. SPEC. LAT. V DITCH � � W- EST. 2 TONS \ 4 / +41. 7 0 \ WD=0.43 J �4 SEE DETAI�,2- -" V " I m Y STA. 12 EST. 7 �w / i I (66.25 L `� \ \ c� \ I EMOVE\ "451 ,4 \ --- 453- HIGH POI T�I I W o I x Irt 5.1 1 I l IL �0„ c' \ \ \ \ Nv=�a7.8 MARK L ST 4+ CO �h ` �. = T EXIST. \ , - - < v � 9 b- � Z _L P T STTTT�,. 2 +04.6RENT POWER EA FACE) LTA _ - _ = F� I R/W F RO 1T/W PER/R 2000 NO DEEd�N FOU 50 J 5 C l b I I \\� / 1 / J ApP ) -L P- O 0 � � - - 50 _ - - _ - - - _ _ � _ F to i/ -4a1.1� - .ti - - - - - - - - -ev. - g - - - ��ti EXIST. MEDIAN �" - _ - -- - _ 7 1 -- �� - I I T POWER �t/W END KENO PER/R-2000EA �' �� TER_ AND RECORDED DATA LU 0 j � - - P� - TQ �€Mi�fiIV PROP. LOW POINT -� 30 s \ \ Exlsrwc R/ - - -- - - =-- -T c- O _ _�- - -P-- rn _ c_ -" F- O - RT _ - - - - `-- R=100' \ -L- STA. 28+83.67 roP=asl.a �� - - 5 _ - -�- - L R=2' N ELEV. 449.51 �� ^ TOP=450.8 E01 + - - .-L's_T �� 4.B\T Gp INV=448.4 n ,�S \\ T/�1� �=30' _� E4CI TING R/W FALLS OF NEUSE RD o 0 ' TAPER (LT T)'4, a, DI 0514 - M I - �} = 47.2 -SR7c2ODD TOP=45 O 50 ��//p ^+ 1 ,3C� L� 17% NV=449.3 _ 1OP�- �i� �e USE R - I I O v N TOP=aoi.v 0 INV=4A5Z- 449.1 OP=4 .4 T 44 ' - - - - IL 8 T- INV=4�4 2 6 4 RCP- - - 52 - - _ _ N W Its-=44 . O -G �+ 5 I - RP P b 'S =4�a. C ISL 4 REMOVE I Cl)r� I - ��TA 2$+-4.J 4 R=L� =a , = 0 1 FF� _ 5 UNK SIZE TYP - - - - - - - - - JCONC ME OV DI a RE OVIF - STA. 10+00.00 INV=4 .0 U 5" RCF4v - � O D \ O - I p 59 BST REM f REMOVE �AI D o 24 RCP IV EM VE _30" &G �)1Q PAT Y � - N O I N MON N 2000 FALLS OF NEU D� +/- 7 LF OF P o 'v1 - - -� - N PATHWAY S - - �' ' -- „ - = - B'BST SW 15" RCP 2' �� (� 6{ - LOWABLE F�L B EM 0 G G - T o �0 53 15 �(l ;n. _ _ W 00 N .� 0' MULTI USE - - - - R=45--�w = - - _ - _ - - - - ST 4°+�- - -s P=4a�c9TTS"=�C�Imo- =a49.�Q _ _ CR - C INV=446.9 - _- - - �f IL ZW w SIZE/T PE - - - - - „ C&G R=50 BL-I 1 _ 2 INv= a5. _ w s DI� - �/� I 1 G �15" RCP-IV -- -----2 -6 = 49. 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BARl�ER _ _ �C7"�Ogyol I / -� I \ \ Yl STA.ll+ 2SBKBU + I / q" RCP I 439- - - { 1 \ v) I STR 0523 v y p \ \ \ ,\\` 08.0o U 00 D K N oo y N I \ IDA=0.1 ac Iw LT DI N�ROL �" \ \\\ c 4 I I I - 7 \ I �ANEL / _ I I \1 &� I (25) 60.46 cf7 .93 I I f�l 26 - I 4. If / 5 1 \ I \ O< o / \�1 �v1- "I I 43q- , \ II \ // \ �,�� 30- \\\\\\ I \ oo LT 1 m / I I c� I \ \ \ C 60.00 NC i - L POWE - I 1 M I �; I II \\ Z \ \ \ R •II I I \ 3j III T RUCT ION I I`� -4�o _ Sj, I 1,. CONC 3 45��- BST I N 11 � rP R END CONS M �� IQ I -I BST � '� 1 - \ \ / � p �I I c� I \ BST \ as � �, oTm ROCK WALL 4 v m ORET v \1 Z I � �� / o � Fk/ \� T� RIPRAP \ =9�2 �--C� UO Wl oMl � rn I I CB \ II I -� I I I I ST/�c q \\D N� -A-u �- - T 3 0 ( - - - -Ln\ k� c' X-X TBM #I / I I (� �N� LAVAMERICAI, LLC '- I\ p - ISBKBUS ----- I I m \/ II _ \ \ I n� v �E o O TOP=453. MH o {{I IT ARY L I \ / I I \ �� p 20 SA ASEMENT o ` `F / SANI ARY 5 THE FRANKLIN FAMILY ---' I \/ �3 �\ II �09 z Ell tBME E5551 3_ (BM91PG 5 51 r # II 4 I \� o" BERKELEY CAPITAL, LLC VM LIMITED PARTNERSHIP I I C I \// II \\ c it N -Y2- _- �, PI Sto 11+22.3/ \ -- yARIABLZ \\ % P=g34.87' - o / \ To p - 7014" 49.3" (LT sl. - °K s +l / �---1 I \ O}i CONC ^� /\ \� _ D = 6 44' 40.5" 45�i-� � ��\ CONC L - 107.45� 4 _ y 434, FALLS OF NEUSE RD. T - 53.83 49 CONC ' BST R = 850.00' _ / \ & STONEGATE DR. g4 �CD ioAo '�Bsr /4 / ` / 1 I \C-KATHAM PHEASANT ) 4 I/\ x 400 /I \ 1-3 / i I \ 1 < POINT, LLC 500 \ \ O / ' A I I � � _ r DETAIL 2 DETAIL 4 - \431-' I III BST 300 P-p---CONC: SPECIAL LATERAL 'V' DITCH SPECIAL LATERAL 'V' DITCH 432 I ( w \ 17i (Not to Scale) (Not to Scale) /� I ' - � Z \ 471 II ✓� i O C a� a< / �_ 51,000 50,800 Natural Fill Natural PiII I I �� - - - 61 200 FALLS OF NEUSE 60,800 P` / Ground 2. �p 6t p N.\- Slope ` - f IP- i \ \\ 0 n Sloe Ground 2. ,C D D / 0�s 6 Im 4 T cT -/o Min. D=I.S Ft. Min. D=i.o Ft. / / "' I / 300 CT100-00- 7- cn \ \FROM STA. 29+25 TO STA. 32+50 -L- LT FROM STA. 36+00 TO STA. 36+75 -L- RT - I ' ,(Z lF�' \, �44 - \\� I CONC -0 400 --CONC -- ��, i-I I �� I 1 �t:2 500 9mS AADT Ir O=i L 2040 AADT N TRAFFIC SIGNAL FOR -L- PROFILE VIEW, SEE SHEETS 9 & /0 N� r0 \LCI� O��O