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Home My WebLink About20072019 Ver 1_Site Plan_20071203 19 NOTES: 1. ALL CONSTRUCTION ON TEN TEN ROAD, LUFKIN ROAD AND US HWY 1 RAMPS SHALL BE PER NCDOT AND TOWN OF APEX STANDARDS, SPECIFICATIONS AND DETAILS. 2. CONTRACTOR SHALL RELOCATE AND/OR ADJUST ALL UTILITIES WIRE FENCE x x-..�,,,x - � �X THAT CONFLICT WITH THE PROPOSED ROAD IMPROVEMENTS. X--- - x -- -- _. --�--x`- -X x x .r EASEMENTS WILL BE REQUIRED AND SHOWN ON PLAN SHEETS ........... •`?--- �.---�,x" y ! �!- �- r WHEN WARRANTED. p} CNLINE� '' '' ` - _.=== - ` - . -- - -`- .= - -- === �- -s,,.'% ! '' '' 3. THE LOCATION AND SIZE OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR _ HORIZONTALLY AND VERTICALLY LOCATING AND PROTECTING rn•r_ '. r.++. ^'. '..'._ ,._._. ...r r. _ • _ ..r. _ . +r r . .ram ..+• ._. ._.... -a"'° . .,.,."" _ ALL PUBLIC OR PRIVATE UTILITIES (SHOWN OR NOT SHOWN) '' - - --- -- __ �2 WHICH LIE IN OR ADJACENT TO THE CONSTRUCTION SITE. AT MFKIN_,k0AD1444 -� T 48 HOURS PRIOR TO ANY DEMOLITION GRADING OR .#r LEAS --� \ �''' s�N9 CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL NOTIFY r. . --•- - VARIABLE VIDTH- 0-JAM /��,I.BLfC ,e. �--'� .- _-- -!- •� THE NORTH CAROLINA ONE CALL UTILITIES LOCATION SERVICE ---�.. .=�- - - � - - ,._.. .,,.- ULOCO) AT 1-800-632-4949 FOR PROPER IDENTIFICATION WPIIIIISS so, _,_•.,yy.. ........ _ __•-___� _ --- .- -�•-�` -- - _yw._. �. ....._ .... .----G " OF EXISTING UTILITIES WITHIN THE SITE. _ _ _ _ _ ,_.. -= _ _--•__.. --= _ -...� _ - ._._� --- r- �r.�yT 4. THE STORM SEWER SYSTEM SHOWN SHOULD ADHERE TO THE 'I �� + � + ,,,,ram """'.. -' '....+'' -""_"•r. � _ _• ..r• "" r,r _'_� ""v, .....r _... __... ...... -_ - ....-_..'' w"`.-.. "" '" """ •" _ ...._... .... .. ~ 'r 'fir r• �% r^...n- • FOLLOWING LEGEND DI CHLfNE DI- NCDOT DROP INLET STD. 840.14 OR 840.15 WITH FRAME AND GRATE STD. 840.16 S s6.28'1s"-E.._21R CB- NCDOT CATCH BASIN STD. 840.02 ,-' -'' -'' ,, . . - •''� •--•j -- ~- ~- -- -- A JB- NCDOT JUNCTION BOX STD. 840.31 WITH STD. 840.54 PES-2 TEMPORARY SILT CHECK TYPE FRAME AND COVER STA 15+83 L , \ \ B (NCDOT STD 1633.02), TYP PES-NCDOT PIPED END SECTION (MATERIAL AND SIZE TO ! ^ / •--� OFFSE 31. \ \ MATCH CONNECTING PIPE MATERIAL) STD 310.02 OR 1 INV=42 .4 \ 310.03 NOTE: IPE IN RTC SH6UL� BE \ GI- NCDOT DROP INLET STD. 840.14 OR 840.15 WITH FRAME !, -2- BELLOW NA RA' S�EA\M B ` \ \ AND GRATE STD. 840.16. REFER TO NCDOT STD. INa 852.06 FOR PLACEMENT A I�STVE T 1'F NE ESQQe�R1�C. / j X 0 5. DRAINAGE SHOWN CROSSING EXISTING PAVEMENT SHALL BE •\ \ \ \ \ \ INSTALLED BY OPEN CUTTING THE EXISTING ROADWAY. REFER 0 RY\TRi / J .' \ PRO R�N'fEN E TO NCDOT AND AASHTO STANDARDS FOR APPROPRIATE J V --� X \ \ \ TRAFFIC CONTROL FOR LANE CLOSURES. ' � TEMPORARY j � j \ \ \TAP \ \ \ LIMIT OF DIVERSION DISTURBANCE, TYP DITCH TYP j \ \ \ \ \ 6. CONTRACTOR SHALL VERIFY PIPE LENGTHS WHEN COMPILING TEMPORARY SILT / \ \ \ \ \ \ , BIDS. STORM SEWER PIPE LENGTHS SHOWN ON PLANS ARE FENCE TYP � l � -� i \ \ � � �\ ' / / \ \ �. APPROXIMATE, THEREFORE ALLOWANCES SHALL NOT BE MADE \ DISCREPANCIES IN PIPE LENGTHS BASED ON LENGTHS TEMP SEDIMENT TRAP / / / / \ \ \ \ ` \/ � � \ �D \ ,\ LABELED ON PLANS. � BERM DIMENSIONS = 87' X 48' / � � 1 \ \ \ \ \ \ \ � BOTTOM DIMENSIONS = 63 x 24 7. CONTRACTOR SHALL CONSTRUCT TEMPORARY SEDIMENT TRAP, O STORAGE DEPTH = 3' / ram\ \, \ ` \ , TEMPORARY DIVERSION DITCH & TEMPORARY SKIMMER SIDESLOPES = 3:1 / \ \ \ SEDIMENT BASIN DURING CONSTRUCTION OF ROADWAY CW _ / j - `' -. \ \ = IMPROVEMENTS. UPON COMPLETION OF ROADWAY • SURFACE AREA REQUIRED = 2,969 SF = \ \ \ \ IMPROVEMENTS, TEMPORARY SEDIMENT TRAP, TEMPORARY � SURFACE AREA PROVIDED 3,042 SF � \ \ /� DIVERSION DITCH & TEMPORARY SKIMMER SEDIMENT BASIN VOLUME REQUIRED - 1,692 CF \ SHALL BE FILLED IN. VOLUME PROVIDED = 5,693 CF \ \ \ TOP OF BERM 439.50 \ 0 \O 1 _ _ 50 8. CONTRACTOR SHALL CONSTRUCT JB-4, PES-3 AND J J EMGY SPILLWAY LENGTH = 8 (ELEV=438.00 •� \ „ X � � � BOTTOM OF BASIN = 435.50 � \ \ \ tollCONNECTING 24 RCP UPON COMPLETION OF ROADWAY J I Cv IMPROVEMENTS COINCIDING WITH THE REMOVAL OF THE P J 1 `� \ •\ TEMPORARY SKIMMER SEDIMENT BASIN. Q l ITCH ST BILIZATION MATTING TEMP SEDIMENT \ \ V \ \ SEE NOTE 11) TRAP (SEE NOTE 7 12 36" RCP \ �, /`� 9. THIS PROJECT IS LOCATED WITHIN THE NEUSE RIVER BASIN. \ 55 LF 2 PES 5 PERMANENT I,A 10. DISTURBED AREA = 5.25 ACRES � STA 18+50 L TEMPORARY TREED N GE \ RCP 44j OFFSET 25.2 PROTECTION FENCE, TYP EASEMENT, 11. DITCH STABILIZATION MATTING SHOULD BE TYPE DS150 OR S 1 \ \ � ' I INV=427.50 A j / EQUIVALENT. STAPLE PATTERN D SHOULD BE USED. SEE SHEET 5 FOR DETAIL. T P ♦ \ PES-1 \J° � JB 4 TA 16+92 R t � STA 18+50 R \ 0 SET 35.0 l OFFSET 25.0 / � � \• IN 425.5 RIM=433.10 p TREE * INV IN=426.40 b / TEMP THE I ` ' t \� �IN,V OUT=426.20 RIP RAP APRON PROTECTION \ 12'L x 14'W x 22" TH K / FENCE, TYP \`� (SEE-NOTE 8) RIP RAP APRON J/ / CLASS B STONE ON 1 \ �-• 9'L x 10.5'W x 22" ICK FILTER FABRIC CLASS B STONE FILTER I `PR,QPOSED GRASS FABRIC \J SWAZE TYP PERMANENT D AINAGE \ \ 4 '� \ CB-9 0 EASEMENT, TY \ � \ �--.� \ GRATE TYPE F O �,,,,, r r / j \ TEMPORARY SILT PES �kIECK T1 PE B STA 22+00 L RIP RAP RON � j \ � � ST 20+93 L TOC=439.91 ��- � j �. -..._ (NCB STD 1633.02), FSET 34.8 INV IN=436.39 10 B-11 / " \ \ 12 L x 1A•W x 22 THICK � j \ \ \ _ ( ) CLASS'B STONE ON k /INV OUT=432.85 INV IN=436.39 (11) ATE FIL R FABRIC \ F` OX INV OUT=436.19 \ \ o /// ,. • / / -1A \ \ti T .18 CB-12 • 4 P 8 s• N=447.6 6 (12) -O Z- ,� \ �.. • o� � � �, \ \ � GRATE TYPE F / // i /Ol S 3 \ ,\ \ ` GRATE TYPE F �0, INV IN=447.66 (13) \ \ �\ \ STA 16+92 R / / / STA 18+00 R " ` � e� STA 21+35 L = \\ � � \ \ INV OUT 447.46 \ 80 LF 24 RCP 4�3 \ '� \ \ \ (LUFKIN RD) OFFSET 85.8 \ \ 5 o� \ ^ \ \ \ TOC=456.75 �► // / I� / / CID'` INV=425.20 (SEE NOTE 8) �. _ .0 \ �\ \ / / .� / \ \ INV IN 433.75 8 0. = / / � � �, ( ) �},\ \ \ INV-452.73 NOTE 8 �• = 9r (SEE ) -- \ \ INV IN-433.78 (9) � \ � / J -- � / � P.� • \ _ -- �1 INV OUT=433.55A:)o 90 10\40\ TEMPORARY INLET 6 \ \ \ \ �� // PROTECTION TYP II � \ -J / -- r- - `-~- -- / Q A- X xFof e \ \ \ \ \ k0 / �-- SS.42 *411 TEMP SKIMME SEDIMENT \ \ \ p BASIN (SEE NO S 7 & 8) Q \ \ \` / W WATER,ill 1,- 11 ,, - -3 1000, /6 QUALITY / \ \ \ r • • • • •i • _/� 1 1 • ` a \ i�L VK :T 1`::' ��TE:\BRANCH TEMP SKIMMER SEDIMENT BASIN \ V) DIMENSION AS SHOWN ON PLANS STORAGE DEPTH = 2 6-4 SIDESLOPES = 2:1 , ,� 1 le SURFACE AREA REQUIRED = 5,274 SF 4 `� \ \ / / .M nor SURFACE AREA PROVIDED = 5,323 SF C' W VOLUME REQUIRED = 6,300 CF \ �` ;,•�;lc �•% •0 / VOLUME PROVIDED = 9,632 CF / , , / TOP OF BERM = 428.5 / / t ••,�,;; ••'�" \ / ' = LIMIT OF DISTURBANCE EMGY SPILLWAY LENGTH 17 (ELEV 427.00) , � � d � � •.r,,J..� BOTTOM OF BASIN = 425.00 TYP , ( ;,� ••':' / \ o SKIMMER SIZE = 2" Cq-8 o " GRATE TYPE 'G' ,J Si:• / / \ ti SKIMMER ORIFICE DIAMETER = 2 1 ••z / \ cn STA 21+35 R �► / / / ,� RIM=437.48 I DI-1 Y� ! ' �� // Q INV=433.96 � � � � DI-DI \p J � GRATE TYPE F STA 22+00 L 14 t f GRATE TYPE 'G' RIM=440.45 15'� CP , 1 _ + 1 STA 18+30 R _ ' C� 13 , , j 1 t / (TEN TEN RD) GRAPHIC SCALE a INV-437.75 GRATE TYPE G j _ o _ SLOPE STAKE t / RIM=457.99 STA 18+25.5 R INV=455.29 40 0 20 40 80 160 LINE, TYP TEN TEN RD �` TEMPORARY SILT TOC=456.57 o FENCE, TYP =4 �� I� 4- INV IN 53.05 t ( t 26 LF -�, IN FEET N INV OUT=452.85 " ( co 15 RCP N I inch = 40 ft. v� 3 Cl O U PREPARED IN THE OFFICE OF: CLIENT: \,�►i i i �� DATE' PROJECT: TOWN OF APEX \��\� CA06-18-07.� ` ••• O HORIZONTAL SCALE. o* o im e ornO• N N TS R ADWAY IMPROVEMENTS '> � ?•Q� 0 VERTICAL SCALE: w � 1 DRAINAGE REVISIONS AT INTERSECTION TO ACCOMODATE REVISED RADIUS 6/12/07 EKW BTE _ DRAWN BY: LUFKIN ROAD & TEN TEN ROAD m TI L 0 DATE. DRAWN BY. CHECKED BY. M O S = REV. No.: REVISION: nc. FKINROADUS HWYRAMP �� 6 DESIGNED BY: APEX, NORTH CAROLINA X This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose G I cS Q�� and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by p� _ NORTH _ ••••'••• V�� mos cc P.O. BOX 33068 CH� CARC�UNA 27636 3068 , �O � �\� ATTACHED REFERENCE FILES: JOB NUMBER: SHEET NUMBER: O Kimley-Horn and Associates, Inc. shall be without liability to Kimley-Horn and Associates, Inc. /1 D ED �N- CHECKED BY. � PHONE: (99) 677-2000 FAX: (919) 677-2050 /��i I I U.\011200019\MASTER\00019-SP c Copyright Kimley-Horn and Associates, Inc., 2007 SEAL: B TE U: 011200019 MASTER 00019-XSP 011200019 EC20F EC2 J O e- O S W 0 J Y NOTES. 1. ALL CONSTRUCTION SHALL BE PER NCDOT AND THE TOWN OF APEX STANDARDS, SPECIFICATIONS AND DETAILS. ---- DEMO EXISTING ROADWAY APPROXIMATELY 200' OUTSIDE OF PROPOSED X_----��X� 2. ALL DIMENSIONS ARE TO THE EDGE OF PAVEMENT & PROPOSED WIDENING REALIGNED LUFKIN ROAD EDGE OF PAVEMENT. ONCE PROPOSED ROAD X ,f -- r''-�" CENTERLINE UNLESS OTHERWISE NOTED. CONSTRUCTION IS COMPLETE CONTRACTOR TO REMOVE EXISTING PAVEMENT AND STONE BASE, GRADE TO DRAIN, AND RESEED OVER 3. CONTRACTOR SHALL RELOCATE AND/OR ADJUST ALL UTILITIES THAT PREVIOUS ROADBED LOCATION, EXISTING UTILITIES ARE TO REMAIN. �'' - ..._..�.,- --- ~-- -_=-- `--.,::�.,� _.._� - - -= _.,,, =- -"' CONFLICT WITH THE PROPOSED ROAD IMPROVEMENTS. EASEMENTS WILL BE 2awnw- �. 0 F �. UROADREQUIRED AND SHOWN ON PLAN SHEETS WHEN WARRANTED. FKIN �- � N .�- 4. CONTRACTOR SHALL REMOVE, STOCKPILE, AND RESET ANY N I NA atom&VARIABLE WIDTH R W (PUBLIC) .�.r- .-SS =`�'' GP'S ALONG TEN TEN ROAD LUFKIN ROAD AND THE US HWY 1 RAMP. . ••„i ,ir1• r - -r�rr-� .rrr*wry .��r}� •ram wi•rr �rwr•�r•�rr err• ��w�•wwr''''''''�'�' -S-- 1 --ss SS ss Tr ss ss --S§ .��.-- _. ....._. -- -c-- �'"' 5. THE LOCATION AND SIZE OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE EXISTING EDGE .-- ` -="=' S r-- -- ✓,N._- -- a~ -` W_ �` ONLY. THE CONTRACTOR IS RESPONSIBLE FOR HORIZONTALLY AND OF PAVEMENT �� Ci=,.-- "'^-- -~ ` VERTICALLY LOCATING AND PROTECTING ALL PUBLIC OR PRIVATE UTILITIES w < < � /� f f s� �_-�-"�= �, (SHOWN OR NOT SHOWN) WHICH LIE IN OR ADJACENT TO THE X -` � CONSTRUCTION SITE. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, PROPOSED EDGE - _E �-- x/ GRADING, OR CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE k�0 OF PAVEMENT %� ,,,,.•f�y''''�. ss X.r._.._...---X NORTH CAROLINA ONE-CALL UTILITIES LOCATION SERVICE (ULOCO) AT 1-800-632-4949 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN / � O I - CVR 1 r T y w S 86'2816 E 218.48 » A TH E SI TE. , "�' lIF O SEE /i/ '� -s�- �. - % �� \ PROPOSED /, PADco DESIGN 6. CONTRACTOR SHALL MILL AS REQUIRED TO PROVIDE A MINIMUM 1.5NOTE 6 /'' / w •C.,s• p OVERLAY AT THE LIMITS OF CONSTRUCTION TO PROVIDE A SMOOTH TIE-IN X 0 1 /�-'� w►O �. . O SELINE . 0 .� F N l4 EXISTING R/W TO EXISTING PAVEMENT. 4 PROPOSED O .Q _ EDGE OF 7. REFER TO DRAINAGE AND EROSION CONTROL SHEETS FOR ALL DRAINAGE • rb z �-�- ,�, \ AVEME CURVE 2 (LUFKIN ROAD) DESIGN INFORMATION. 9' _• ` ` __ \ ------------------------ COORDS: a�•� EXISTING EDGE �� V a Included angle = 67-31-49 8. CONTRACTOR TO PLACE STONE AND GRADE EXISTING GRAVEL DRIVEWAY TO N 718013.77 CURVE 1 (LUFKIN ROAD) �0 0 ��' OF PAVEMENT RELOCATE EXISTING _____________________ c� Radius = 550.00 TIE TO PROPOSED WIDENING. E 2051861.07 �w HYDRANT, EXTEND DI PROPOSED o� // 9 9 Included angle = 48-45-34 ` x , Tangent length = 367.71' HYD MAIN, ADJUST g. _ EDGE OF Arc length = 648.24' 9. CONTRACTOR TO INSTALL 4 PVC SLEEVES IN LOCATIONS WHERE PROPOSED VALVE BOX TO Radius - 485.00 PAVEMENT 0 POSED R W o SIGNAGE IS REQUIRED IN MONOLITHIC CONCRETE ISLAND TO ALLOW FOR Tangent length = 219.80' ,�� p / X Chord length = 611.37 0 PROPOSED GRADE g g P S External secant = 111.60' PLACEMENT OF PROPOSED SIGN POSTS. (REFER TO PAVEMENT MARKING N. Arc length = 412.74 � V ,�� _ SEE NOTE 8 Chord length = 400.40" x Mid ordinate 92.77' SHEETS FOR PROPOSED SIGN PLACEMENT.) -p = \ �� Degree of curve = 10-25-0 O External secant 47.48 \ �� Mid ordinate _ 43.25' PROPOSED R *A00 BEGIN CONSTRUCTION Degree of curve - 11-48-49 STATION 10+06.05 o 0 PROPOSED I y S 18 SLOPE STAKE 0 k LINE, TYP � ,s F0I _ O Q °' 00 - Z PROPOS ,?�' � °p SLOPE TAKE ~ LINE, P �Q V E 1 �'„ • 'p � e001'>PERMANENT '�,q :0 DRAINAGEt' Q► � EASEMENT d �/ HIGH POINT ELEV - 450.76 c 7k HIGH POINT STA = 12+05.52 TYP V PVI STA = 12+71.23 AZ j/ PVI ELEV = 452.97 'Q Q A.D. _ -7.01 X K = 44.00 R A N C6 GRAPHIC SCALE 308.6' VC • . I G A M T W 40 0 20 40 80 160 cri to to 0 00 ( IN FEET rn 1 inch = 40 f t. 0 0 .w Q -� LOW POINT N T ELEV = 432. 4 v LOW POINT STA = 18+31. 0 a a. � ^^�,, P ELEV = 430.54 • . • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• v� • • • • • • • • • • • • • • • • • w • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ♦ • `n Sri A.D. = 6.50 N 450 n y O to • • ! • • • • • • • • • • • . • • • • . • • • • 1 • • • • • • • • • • • • • • • • • • • • • ` • • • • • • • • • • • • • • • . • ♦ • • w • • • • • f • • • • • • • • • • • • • ♦ • • • • ♦ ♦ • • • . • • • • • • • • • • • • • • • • • • • • • . • • • • • • • • • • • • • • • • • • • • • • • • • • • ` • • • • • • • • >• . • • • • • • • • . • r • • • • • • • • • • • • • • • . • • • • • • • • • • • • . • • a a 'OOg. • 0 0 0 0 0 0 • 440 440 L W L 1 N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . .` . . . . . . . . • . . • . . . . . . . . . . . . . • • • W 40 U CL 11 430 // 430 o • • • • • • • • • • • • • s • • • • • • • • a • • • • • • . ♦ • • • • • • • • . • • • • • . • • • • • • • • • • • • . • • • • • • • • • • . • • � • • • • . • • • • • • • • • • • • • • • • r r • . 1 \ 1 a • • • • • • • • • • • • • • • • • • • • • • . • e • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . ` • I• • �w • • • • r • • • • • . • • • • . ♦ • • • • • • • • • • r • • • O O • w • • • • • • • • • • • • • • • » • • • . w a • • ♦ • w • • • • • s • • • • • • • • • • • • • • • • • • • • • r • • • • • • . • • • • . . • • • • • • • . • . • • • . . • s • . • s • • r • • • • N ti O N N U')ul L0N U')N rM0 c0L0 pM PI �� M00 � 04 NM ^d• � coN d dto �04 O . . O O� c . . 004 O M N M00O O O 00� � . U) 0 pe) N N M -a N O 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 a� E PREPARED IN THE OFFICE OF: ' CLIENT: Ate' PROJECT.o `��Illli��,,,� 06-18-07 '> N OF APEX ��` CA /�/ HORIZONTAL SCALE: c �� ROADWAY IMPROVEMENTS =' � ` �•••••••SS•• � N TS co O; pF E. / �:Q� • X, NORTH CAROLINA 9 orn � VERTICAL SCALE: LUFKIN ROAD & TEN TEN ROAD w TITLE• _� - DRAWN BY: • 00 - ' DATE: DRAWN BY: CHECKED BY.. 0oc e c. 400 � M O S APEX, NORTH CAROLINA o REV. No.: REVISION. •; ` This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose LUFKIN ROAD REALIGNMENT ••/�/C �� DESIGNED BY. c_ and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by P.O. BOX - RALEIGH, NORTH CAROLINA 27636-3068 �� MOS Kimley-Horn and Associates, Inc. shall be without liabilit to Kimle Horn and Associates, Inc. �j 0� �� ATTACHED REFERENCE FILES:, JOB NUMBER: SHEET NUMBER: � y Y` - / O E D � CHECKED BY.opyright Kimley-Horn and Associates, Inc., 2007 PHONE• (99) 677 2000 FAX: (919) 677-2050 ///1111l l l 11,�� K:\LDEV\011200019-Lufkin Road\MASTER\ 01 1 20001 9 OF rn SEAL. B TE \00019 SP, 00019 XSP R 2 R 3 0 0 0 N e- O S W J Y