Loading...
HomeMy WebLinkAboutR5709_ArthurLane_Redlines _ECAP (2)C: N C J L L Q CV 0 Q i LID Ln / (_n 0 0 Q L) / In 0- PROJECT REFERENCE NO. SHEET NO. -5709 RW SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER INCOMPLEME PLANS C S T O P E R E 0 G U / • _ l-azi- -J �-� / �� DO NOT USE FOR % W ACQUISITION / WRONG DEED20 CD 4zo- r 0/i � �s ,/ � � � / / � / \ �/ � / DOCUMENT NOT CONSIDERED FINAL l \ 2� / � \ \ � UNLESS ALL SIGNATURES COMPLETED ��RTHUR S. JELLISON 41 R / �GR / 8 �2, S F D B�7 4 P G 9424 �c /�� -, \ \ SL 3-59 MA\,5 JOLLY G FF\�ER PRODUCTS, INC //�/ /l'/� / // tips B 553 PG 664 / EDWARD S qg3l % / �\ \\ ��\� 0 , � \ � � � YOTA IGONIS ARK ��%/ / ��� \ AND \ �\ \ IV MICHAEL DIGONI / m -- \ P / p O/r} �c �` \ �/ / _ �\ \ \ 11��\ / DB 763 G 15� // �n 4 �( ��/ SL 3-5 MA bti L Y �- � N q �HILLIP\Ao ROBERSON / \ 2'c \`,z /� (� TD S. a19_ �2„c �- ) / a AND-WIFE,\\�� ��� \ �� S \ / \ - SB \ �\ 9 Y\\ / P� 546 �\ �' �\ MONICA K° ROBERSON / X��` \ _ \ \ \\ �� re\ �� q/ WOODS II4039 \ \ \\ \ `n� �-- D B P G YLLIS� SARAH BYRD /� }} SL 2-12 MAP �� �� D P G 6 8 / �R r Ors, F S / 2' BASE SPECIAL CUT DITCH �j�- / SEE DETAIL LC �2 +85° RcA\\� z, \\ �\ 1 /P ` 7' �/ �°/- / / +29.22 �GLOB PROPER IES 7 11 I 4'S Y \ _o AIN _�/ �jND DE EL6-`7a` T, JOHN CLA \� , - ` D 28�G b35 \ \\\ qs\ s p1� / 1 �- 2-8 3 P 5 ` -\ O \� �\\ _ _ \ G / / A WIFE 9 \ % C - �- - / / / ; v=41 0 30 P-III \�\\ \ c VE 6�� NAY�OT TANYA 4/ ` \ 4l4' Al2- ali 69.56 - Sa s �n �1,//+ ( �/ 4' +69.44 0°00' \� �\ �0 / EST RIP To P k e��T�R� w � \ 3/a \ R, S / GG I� M /0./5 +67.59 2�\ 4 \ SY GF os CV N N+T5T9 + 8°7 46 • `\ - - - / O TO - 4 0 � + 4° 2 11 \\ � �\ � 4 � 1 \ / / �� \ / �'/ Aye ( ]Tj� 4r\ _ INV=4 � �� � \ 14 � � / � \✓ m Q H / H LU \ �\ • +l4°79 qv5 TAPER 2G127 0 /' 2 V) Lu \ I / S 60 08 28*7 E / A L +68,8 40 R� �/ =413.1 \ "l -Z O / DET aL +50 T 50 T o ��`� � \ v= 25.0 I Q Fs s C/ o c\ o 21.00' s O6 1=1.3 ft3y,p5 � �� �%A E S �AFN-A 13_C L�T H I I _ N ",5 OP 9 �� c6 `\ Lin0� ��T H I�ARBARd A RCPOT 98 EASON/ LLJ N biY 4 / "h o "' +/5.72 `" 18,1 RCP ►►► IN s.7 ��� J - W FLU Z ,�/ AY' -btb-> / / / +68.80 + 8.80 +40J0 J 2 /7000' 21. 0' l7.58' +4 9 I \ 15 _ _ F 0 23°0 \ / 411_ e a C / TYP / \ DITC WILL TIE TO U F C �''° / / NATURAL GROUND CL EST 1P RAP 'I � SEE DETAIL LA < ON ST 5 SY GF _ o /o 413-o / /� \ \ \\ • D E AI L A L-1 \ St - 274+50 to 275+5o FILL PO W STANDA BAS DITCH �� N19� LTM� ti Q 3. cfs \ SU LE MATERIALS 2.5,,ps (No to Scale) \ d= 0.57 ft tu \ \\\� E ISTING RI RAP 1 \ 9 Tn �s s 2.6"�° \ Ground 3• DRIVE SLOPE �j ERGY DISSIP \S\ 0 v "6 SILO �� n=0.04 I 3•• EE DETAIL / PH LL P A. ROBERSON ° Liner=GRAB d 35"X24" / CL 1 RIPRAP / ASTU \ I \ PIPE -AR H / / \ ALUMINU AND WIFE, \ Ge extile Min D=3.0 Ft. \ • °r MONICA K. ROBERSON / M d=3.m Ft. -�/ DB 403 PG 166 *whe B is < 6.0' 0 m \ \ ESL 2-12 MAP ` Type df Liner= CI I Ri�ap .3520 TON, 52 SY GT \ / STA. AND DITCHELEV mALON ARTH rLANE/ �/ _\ N TA. 10+20, ELE . 406.0 �a� B IAN Ko WALTER/ \ v 2 \ i`'1� h / / / l \ STA 11 + 0 ELE�404 4 / AND )W I F E �J " STA. 1,;�+00, E EV. 40 /3 \\ Po \ �� ST FFANIE R° WALTZER ST 13 + OO�EV. 0.2 \\� / / / ( DB 116� PG 486> Q j S . 14+ 0, ELEV 398.5 ' m /°, \ � �` STA. 15 00 ELE396 SL 2-93 MAP 3 a� \ BETA. 16'+00� EV. 394.9 STA. ( 7 + OO�EV. �93.2 - - aQ � m / F STA./18+ 0, ELEV,/392.5 0 SG'/0b ST�. 190, rL.392.2 R STA.26+00 . 391.8� q/ l / B < I 1223 Jones Franklin Rd. +00 ELEV. ETHERILL/606 \ / a.=Art ur�ane (100yr) STA 2+ ,ELEV. 85.6 m / STAND RQr S Raleigh, N.C. -0377 DA= Ac.. �- SEE DE Alf RL g°" - ENGINEERING Buisen919 851 8077 Tc=30 min A. 23+00, ELEVV/382.4 am /` i=5.2 iryhr STA. 24j�00, ELEV. 380.3 '/ �y / o „ Fax: 9198518107 \ \ c=0.5 STA. 2�+00 EV. 378.3/ / ) _ S 3/2 47e3 E \ \ Q,Po-196 cfs Q e 9mb �6 / TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN v V,: = 4.4 fps 2 6 + 00, ELEV. 3,W.,2 4 / CIVIL/SITE DESIGN - GIS/GPS - CONSTRUCTION OBSERVATION \ B-5�fff _� Or /S`TA. 27 00, ELEV. 374.1 S=1.70% -- STA. 28+00, ELEV�373.0 / 4 Rq/ _ _ \ n=0.065 T .2 + ELEV. 1 < \ FOR L PROFILE, SEE SHEET NO. 83 RK� \ \ \ P Shea rStress = 3.3 psf / 37 .9 0 I �Liner=Cl I Rip -Rap STA, A. 30 + 00 ELEV. 370. /^ P 1 ) `�\F� �P �P FOR -Y9 F- PROFILE, SEE SHEET NO. 111 601SIz8Forks Road, Forum 1 suite 700 ✓� � � f � STA. 31 +00, LEV. 36� c,� I �/ � \ eu FOR DITCH DETAILS ALL DRIVEWAYS ARE 16 FEET IN WIDTH WITH Raleigh, North Carolina27615-3960 \ STA. 320, ELE$6 P� NC License No. F 0112 SEE SHEETS 2D-1 THRU 2D-6 10-FOOT RADII UNLESS OTHERWISE NOTED / / - PAVEMENT REMOX�jVAL � / / `e w MATCH EXISTING DRIVE TYPE UNLESS / OTHERWISE NOTED Responsive People I Creative Solutions Ln Z 0 tN LU I..L Q QZ m w v v Q 0 cc 0 I— LLJ a 0 w O N I co I cD j Q 0 rrz^ V Cc Q m CV Q C� i LID L� f2 Q L) / 0- 0-0 C\j =" 00/L \ oo( 377_ �� — 1 ze I ` PROJECT REFERENCE NO. SHEET NO. c�� V \ �� R -5709 24 -B R W SHEET NO. ROADWAY DESIGN HYDRAULICS ENGINEER ENGINEER 10 e �" Q�' / - �' �^ DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED TDE TDE / / —­4 NCD S&G DR (PRIVATE) I J RQ I MO E 384, W� I 373- TAIL ARL-2 %j / �37• l % \ / / J C \ 1 1 / ST NDARD E ITCH / ,� / g� s\l� wf ` \ —/ / / y, to Scale) L) 0 OA0 Q tural N tural ^ // / _ / A \ ound �'•J D 31 Ground 31 / / Q / I \9T< 368- ! \ I / / J I J `1��Geoteutile S`� B \A N in. TANgARD BTASE DITCH '3. SEE DE4FL ARLft iMax. d = F 4�JFL'n�=' C0 Ft� 5.S 9C 10 / � w LEV. ALON D CH 'pNf— 3 0 \6 � �ti/ �— r � �� \�A. 2 - �� `\ �\ \ \ / �XO 3 4q 1 %ALP J �O <'j Z /j �^ w 110 Z' 3 a� � �53 ;-�5 � al / \ / / // % 4 n a ��� m��� / % ENT �q\ / s ,$ � / 10 / 366-95 % r 373- � w m J211 _370- Q) s� �� \ � ` ( � L � � `` � Q \\ \��sr � \ � � � /368— / /J I ✓ � � I / / I 1223 Jones Franklin Rd. Raleigh, N.C. 27606 ETHERILL ENGINEERING License No. F-0377 361 ( ( r / Bus: 919 851 8077 Fax: 919 8518107 TRANSPORTATION PLANNING/DESIGN - BRIDGE/STRUCTURE DESIGN CIVIL/SITE DESIGN - GIS/GPS -CONSTRUCTION OBSERVATION FOR —L— PROFILE, SEE SHEET NO. 83 RK� \ / / / 6� / I 364 s£ FOR —Y9F— PROFILE SEE SHEET NO. 111 P:(919)8789560 8601 Six Forks Road, Forum 1,Suite 700 Z363- ^� -� 360-/ FOR DITCH DETAILS ALL DRIVEWAYS ARE 16 FEET IN WIDTH WITH Raleigh,North seNo.F-011a276153960 "' ✓� \� � / \ \ 359 Z'`36,_ —� --- � /' � � � .� °, � � / � NC License No. F-0112 SEE SHEETS 213-1 THRU 2D-6 10—FOOT RADII UNLESS OTHERWISE NOTED MATCH EXISTING DRIVE TYPE UNLESS / PAVEMENT REMOVAL OTHERWISE NOTED Responsive People I Creative Solutions