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HomeMy WebLinkAbout20130918 Ver 3_Application_20141008SITE 2 SITE 1SITE 2 SITE 1SITE 1SITE 2 SITE 3SITE 4SITE 5SITE 6SITE 7SITE 8A S I T E 8 S I T E 9 S I T E 1 1 S I T E 1 2 S I T E 1 3 S I T E 1 4 S I T E 1 5 S I T E 1 6 S I T E 1 7 S I T E 1 8 S I T E 1 9 S I T E 2 0 S I T E 2 0 S I T E 2 1 SITE 23 S I T E 2 4 S I T E 2 5 S I T E 2 2 S I T E 2 6 S I T E 2 7 S I T E 2 8 S I T E 2 9 S I T E 3 1 S I T E 3 2 S I T E 3 3 S I T E 3 4 S I T E 3 5 WETL A N D A N D S U R F A C E W A T E R I M P A C T S P E R M I T S I T E 3 2 A S I T E 1 0 S I T E 3 0 SITE 1ASITE 1B SITE 3ASITE 3CSITE 3B S I T E 6 A S I T E 9 A S I T E 1 0 A S I T E 1 0 C S I T E 1 0 B SITE 5B S I T E 2 0 A S I T E 2 0 B S I T E 2 2 A S I T E 2 2 B S I T E 3 6 S H E E T 1 O F 9 3 P E R M I T D R A W I N G R e v i s e d 1 0 / 0 1 / 2 0 1 4 291029152912294127902955261725642618262128782566289126382669256725652877283328352562 2561256825262665HiconeRd.256526202884 283128322563294328192900290129042904279329812982293429332787273229092911256547142565273227322868286728662865283728692838286128362839284128402862284328422842294629492913289229072897283426222613Camp BurtonMaintenanceCamp2835 2835283226122613 268329373040316131533025287428503024316328512848282828292770283027702832HuffineMillRd.Company3026 2844endoverAve.%70 278429482974282328202825Buffalo3045313230443155278328712882277028192821SouthernN.C.RR.Co.2824%70 2770 298229543163FH FFFFjFGjjFFFFQHGGFG47624763%29 See Sheet 1-A For Index of SheetsGREENSBOROCITYLIMITSW456 7 8 9 1 0 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 19 20 21 22 2 3 2 4 25 26 27 28 29 30 31 32 33 34 35 -Y2- SOUTHERN R\R UT SOUTH BUFFALO CREEK H U F F IN E M ILL RO A D -Y 4 - SR 2 7 7 0 O A K L E I G H R O A D - Y 5 - S R 2 8 2 9 U T N O R T H B U F F A L O C R E E K CAM P BU RTO N RO AD -Y 7 - SR 2 8 2 5 N O R T H B U F F A L O C R E E K H INES CHAPEL ROAD -Y9 - SR 2732 B R I A R M E A D E R O A D - Y 1 0 - S R 2 8 3 4 -Y11- M CKN IG HT M ILL RO AD U T N O R T H B U F F A L O C R E E K HI C O N E R O A D - Y 2 2- SR 2565 STA. 11+22.00 -L- BEGIN TIP PROJECT U-2525B See Sheet 1-B For Conventional Plan Sheet Symbols B E G I N C O N S T R U C T I O N - Y 4 - S T A . 1 2 + 0 0 . 0 0 END CONSTRUCTIO N -Y4- STA. 56+00.0 0 B E G I N C O N S T R U C T I O N - Y 1 1 - S T A . 1 5 + 1 6 . 0 0 - Y 1 1 - S T A . 3 5 + 0 0 . 0 0 E N D C O N S T R U C T I O N - Y 2 2 - S T A . 4 5 + 0 0 . 0 0 E N D C O N S T R U C T I O N B E G I N C O N S T R U C T I O N BEGIN BRIDGEEND BRIDGE BEGIN BRIDGEEND BRIDGEBEGIN BRIDGE B E G I N B R I D G E B E G I N B R I D G E E N D B R I D G E B E G I N B R I D G E E N D B R I D G E B E G I N B R I D G E E N D B R I D G E B E G I N B R I D G E E N D B R I D G E - Y 1 3 - S T A . 1 4 + 0 0 . 0 0 -Y13- US 29 E N D C O N S T R U C T I O N - Y 1 3 - S T A . 1 3 1 + 6 0 . 0 0 -Y13- US 29 TO GREENSBORO TO I-85 / I-40TO GREENSBOROTO BURLINGTON - L- (G REE N S BO RO EA S TE RN /N O RTH ERN LO O P ) PROJECT BEGIN PROJECT END T O Y A N C E Y VI L L E R O A D - Y 2 2 - S T A . 1 0 + 0 0 . 0 0 H U F F I N E M I L L R O A D - Y 5 B - S R 2 7 7 0 36 3 8 3 9 E N D C O N S T R U C T I O N - Y 2 6 - S T A . 3 9 + 7 5 . 0 0 E N D C O N S T R U C T I O N E N D C O N S T R U C T I O N - Y 2 1 A - S T A . 2 5 + 0 8 . 8 8 E N D C O N S T R U C T I O N - Y 1 0 A - S T A . 1 4 + 4 0 . 0 0 E N D B R I D G E E N D B R I D G E B E G I N B R I D G E B E G I N C O N S T R U C T I O N - Y 5 B - S T A . 1 2 + 0 0 . 0 0 VICINITY MAP E N D C O N S T R U C T I O N - Y 2 1 - S T A . 3 5 + 7 5 . 0 0 CITY LIMITS CITY LIMITS CI TY LI MI TS CITY LIM ITS CITY LIM ITS CITY LIM ITS CIT Y LI MITS CI TY LI MI TS END CONSTRUCTION-Y3- STA. 25+80.00 BEGIN CONSTRUCTION-Y3- STA. 12+59.00-Y4A- STA. 10+00.00 SUM M IT AVE-Y16- - Y 2 1 A - S T A . 1 2 + 6 4 . 1 5 B E G I N C O N S T R U C T I O N -Y1- STA. 9+70.00 BEGIN CONSTRUCTIONEND CONSTRUCTION-Y1- STA. 14+10.00 END BRIDGE-DRV1- STA. 10+00.00 BEGIN CONSTRUCTIONEND CONSTRUCTION-Y6- STA. 11+50.00 - Y 5 - S T A . 1 1 + 5 0 . 0 0 E N D C O N S T R U C T I O N - Y 8 - S T A . 1 7 + 4 1 . 0 0 B E G I N C O N S T R U C T I O N RAN KIN M ILL RO AD-Y8- SR 2832- Y 8 - S T A . 2 0 + 4 8 . 0 0 E N D C O N S T R U C T I O N B E G I N C O N S T R U C T I O N - Y 1 0 - S T A . 3 1 + 0 7 . 4 9 E N D C O N S T R U C T I O N - Y 1 0 A - S T A . 1 0 + 3 3 . 8 7 B E G I N C O N S T R U C T I O N BEGIN CONSTRUCTION E N D C O N S T R U C T I O N - D R V 3 - S T A . 1 3 + 7 7 . 4 0 B E G I N C O N S T R U C T I O N - D R V 2 - S T A . 1 0 + 0 0 . 0 0 See Sheet 1-C and 1-D For Survey Control Sheets F U T U R E G R A D E S E P A R A T I O N F U T U R E C O N E B L V D . E X T E N S I O N -Y3- US 70 OLD BURLINGTON ROAD-Y1- OLD US 70 - Y 1 0 - S T A . 1 0 + 9 1 . 0 0 B E G I N C O N S T R U C T I O N E N D C O N S T R U C T I O N - S R V 1 - S T A . 1 0 + 1 2 . 3 4 - S R V 1 - S T A . 2 5 + 5 0 . 0 0 E N D C O N S T R U C T I O N - Y 2 1 B - S T A . 1 0 + 7 9 . 4 5 B E G I N C O N S T R U C T I O N - Y 9 - S T A . 1 0 + 0 0 . 0 0 E N D C O N S T R U C T I O N - Y 9 - S T A . 1 3 + 0 0 . 0 0 37 -Y 23 - E N D C O N S T R U C T I O N - Y 2 3 - S T A . 5 2 + 1 7 . 8 1 E N D C O N S T R U C T I O N - Y 2 9 - S T A . 1 6 + 8 0 . 9 2 SKYLA RK RO AD -Y28- S R 2618 -Y2 4 - KEREN RO AD - Y 29- B E G I N C O N S T R U C T I O N - L A C F L Y - S T A . 4 6 + 0 0 . 0 0 E N D C O N S T R U C T I O N - Y 2 8 - S T A . 1 1 + 1 0 . 0 0 25505025105 1020 100 1005050 D O N O T U S E F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N S DHVDTV ======20000 10601670%%MPH ADTADT20142030% *N/A * TTST 5% DUAL 11%FUNC CLASS=INTERSTATE"STATEWIDE TIER"LENG T H R O A D W A Y T I P P R O J E C T U - 2 5 2 5 B = 4 . 5 0 4 M i l e s LENG T H S T R U C T U R E T I P P R O J E C T U - 2 5 2 5 B = 0 . 4 9 2 M i l e s TOTA L L E N G T H O F T I P P R O J E C T U - 2 5 2 5 B = 4 . 9 9 6 M i l e s M A Y 2 2 , 2 0 1 2 M A Y 2 0 , 2 0 1 4 J A M E S A . S P E E R , P E D A N I E L W . G A R D N E R J R . , P E U -2525B 3 4 8 2 1 . 1 . 3 P E U - 2 5 2 5 B G U I L F O R D C O U N T Y G R E E N S B O R O E A S T E R N L O O P F R O M N O R T H O F U S 7 0 R E L O C A T I O N T O U S 2 9 N O R T H O F G R E E N S B O R O N A D 83/ 95 THIS IS A CONTROLLED-ACCESS PROJECT WITH ACCESS BEING LIM I T E D T O I N T E R C H A N G E S . A PORTION OF THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDA R I E S O F G R E E N S B O R O . CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMIT S E S T A B L I S H E D B Y M E T H O D I I I . 000PROFILE (HORIZONTAL) P R O J E C T L E N G T H R I G H T O F W A Y D A T E : L E T T I N G D A T E : S T A T E S T A T E P R O J E C T R E F E R E N C E N O . S T A T E P R O J . N O . F . A . P R O J . N O . DE S C R I P T I O N N O . T O T A L S H E E T S N . C . S H E E T 1 DESIGN DATA P r e p a r e d i n t h e O f f i c e o f : S I G N A T U R E : S I G N A T U R E : P . E . P . E . D I V I S I O N O F H I G H W A Y S 2 0 1 2 S T A N D A R D S P E C I F I C A T I O N S P R O J E C T E N G I N E E R P R O J E C T D E S I G N E N G I N E E R GRAPHIC SCALES PLANSPROFILE (VERTICAL) H Y D R A U L I C S E N G I N E E R E N G I N E E R R O A D W A Y D E S I G N LO C A T I O N : TY P E O F W O R K : 09/08/99 D I V I S I O N O F H I G H W A Y S S T A T E O F N O R T H C A R O L I N A 000$$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$ 1 0 0 0 B i r c h R i d g e D r . , R a l e i g h N C , 2 7 6 1 0 CONTRACT:TIP PROJECT: ARTMEN N A S O H DEP T O F T R A S P OR T T IO N T ATE O F N R T C AROLINA G R A D I N G , D R A I N A G E , P A V I N G , S I G N A L S , C U L V E R T S , S T A . 2 7 5 + 0 0 . 0 0 - L - E N D T I P P R O J E C T U - 2 5 2 5 B TO DANVILLE - L - S T A . 1 7 4 + 1 9 . 0 1 + / - - L - S T A . 1 7 5 + 2 5 . 9 2 + / - -L- STA. 14+33.60-L- STA. 18+38.42 -L- STA. 25+43.45-L- STA. 27+09.43 - L - S T A . 1 2 8 + 2 8 . 0 0 - L - S T A . 1 3 0 + 2 1 . 0 0 - L - S T A . 1 3 7 + 6 5 . 0 0 - L - S T A . 1 5 2 + 1 9 . 0 0 - L - S T A . 2 6 7 + 1 5 . 8 9 -Y4- STA. 23+66.31-Y4- STA. 25+47.09 - Y 1 1 - S T A . 2 0 + 7 4 . 4 2 - Y 1 1 - S T A . 2 2 + 6 3 . 7 5 - Y 2 2 - S T A . 2 4 + 7 8 . 2 3 - Y 2 2 - S T A . 2 7 + 6 0 . 8 0 R E T A I N I N G W A L L S , A N D S T R U C T U R E S R / W & U T I L I T I E S 3 4 8 2 1 . 2 . 3 U - 2 5 2 5 B R / W A C Q U I S T I O N S T A . 2 9 2 + 6 6 . 4 6 - L - E N D - L - S T A . 2 6 9 + 8 6 . 1 4 - Y 1 4 - S T A . 2 7 + 8 4 . 4 9 E N D C O N S T R U C T I O N SR 2770 HUFFINE MILL RD 22’ BST 8:1 3002 0739 15" CONC 18" CONC 12" CONC 15" CON C 18" CONC 18" CONC 12" C L A Y 24" CLAY 36" CMP36" CMP 20’ BST 20’ BST84" CHL84" CHL 48" CHL 48" CHL 48" WD RAIL 12" CONC 12" CONC 12" CONC 72" WD PLASTIC48" 72" CH L 72" CHL 72" CH L 72" W D RAIL36" WD RAIL36" WD RAIL36" WD 15" CONC 10’ CO N C 15" CONC SR 2821 HARVEST RD 21’ BST 12" CONC 18" CONC 36" CONC 15" CONC10’ CONC 12" CONC 9’ CONC 15" CMP 36" CON C 12" CONC 48" WD RAIL 12" CONC 12" CONC 12" CONC 48" WW & 3SBW 48" WD R A I L 48" WD RAIL12" CONC 48" WD RAIL 36" CONC 54" CONC SR 2770 HUFFINE MILL RD 19’ BST 12" CONC 12" CONC 15" CONC 12" CON C SR 2829 OAKLEIGH RD 17’ BST 18" CONC 48" CHL 50" WD 50" WD48" WW 60" C H L 15" CONC 15" CONC 12" CONC12" CONC 15" CONC 72" W D 60" C H L 12" CONC 15" CONC 72" CHL & 3SBW 72" CHL & 3SBW 12" CONC 12" CON C 48" CONC CONC18" CANOPY 12" CONC 18" CONC 18" CONC 48" CH L 48" PLAST I C SR 2770 HUFFINE MILL RD 22’ BST 48" CHL FLAGPOLE 1SFBU S FOUND 16’ BST 1SFBU S (ABA N D )1SFD PORTCARPOOLCANOPYCHURCHNORTHEAST BAPTIST 1SBK W/LT BALL FIELDW/LT 2SFD POND 1SBKD 18’ BST BALL FIELDFOUND(ABAND)1SFD (ABAND)B 1SBKD CONC W/LT GATE CONC1SBKD CONCCONC36" 1SBKD 2SFD 1SBKD 1SBKD 15" CON C 12" C L A Y 10’ CO N C 1SFMTL NCMAPgenerated by This cell is MARKER S CEMETE R Y POSSIBL E G R A V E 18" CONC CONC CONC ISL 1SBLKBUS 36" C O N C CON C 48" CHL 48" C H L CONC 48" CHL 48" C H L 48" C H L CANOPY CANOPY 21’ BST 24’ B S T 60" WW & 1SBW 60" WW & 1SBW 72" CHL & 3SBW 60" CHL 60" CHL 40" CONC CO N C 36" 60" WW & 1SBW 60" WW & 1SBW 72" CHL 18’ BST48" CHL CONC 72" CHL 72" CHL 48" CHLGATE 48" CHL 60" WW & 1SBW MTL CONC36" 36" C O N C 8" CMP8" CMP 36" C O N C 60" CHL CARPORT 5’ BSTUS 29 SBL 24’ BST4’ BST US 29 NBL 24’ BST 7’ BST 6’ BST 4’ BST 7’ BST 1SBKBUS RUINS STONEWALL GATE 19’ BST US 29 NBL BST US 29 SBL BST CONC CONC 1SBKD 10’ BST CONC 1SBLKBUS WALL66" BLK SR 2622 CORBIN RD 23’ BSTCONC W/LT 1SBKD CONC CONC 1SB K D 1SMT L B U S 1SBK D CON C CON C CON C CON C CON C HTR CON C HTR HTR CONC 1SBL K B U S (ABA N D ) 1SBL K B U S SR 2622 CORBIN RD 23’ BST HTR(ABAND) W/L T W/ L T W/L T 11’ CO N C CONC 1SFMTL1SF M T L 1SFM T L CONC PAD 72" WROUGHT IRON 72" WROUGHT IRON 84" CH L 12" C M P CONC 4’ CHL1SBKD 1SBKD 6’CHL WOODS WOODS MTL GUARDRAIL 12" C M P BILL B O A R D 12" C M P 15" R C P 1SBKBUS 12" RCP 12" RCP VIN E Y A R D 12" RCP WOODS WOODS 18" R C P 6’ CHL 6’ C H L 6’ C H L 3 S B W 6’ CH L 3 S B W 1SBKBUS CONC SOIL & GRCONC PAD 6’ CHL DECKWOOD CONC CON C W A L L SHEDMETAL 4" WD WALL POOL WOODS WOODS MTL GUARDRAIL 6’ CH L 3 S B W 15’ S O I L & G R 6’ CH L 3 S B W 6’ C H L 3 S B W 6’ CHL 3SBW 12" R C P 6’ C H L 6’ CHL SOIL & GR CONC 16’ BST 1SMTLBUS PORCH POLEFLAG 4’WD 4’W D 6’WD 6’WD SOIL & GR SOIL & GR SUMMIT HILLS DR 16’ BST WOODS 30" C M P DIRECTION ONLY 12" C M P GRAV E L D R 60" RC P 20’ SO I L & G R STATIONPUMP GRAV E L WELL WELL SS YYY S S S S S S S S S S S S S S S S YY YY Y X X XXX X X X XX O Y Y S YY X X X X O X X XX X XX XX X XXX XX X X X XX XXX X XXXX X X X X XX X O X P56" WD Q QDUNSTAN RD 21’ BST R P P P P R60" CHL R60" WW&1SBW P 60" C H L R 13’ BST R 12" CONC R 12" CON C 12" CO N C 12" C O N C 48" WW & 3 S B W 12" CO N C P CONC P P R15" CONC 12" CONC 15" CONC R 15" CONC 12" CONC R 48" C H L 48" CHL P 11’ CONC z {{ z z z R RR SR 25 6 6 L A N G S I D E D R 1 6 ’ B S T OX YYYYYYY Y YY YY XX X X X XX X XX YYX O O O O O YY Y Y z X X X X XXX XXXX YY YY zz { z z z X X X X XX X X X O YYYY X X X X X X YYYYYYYY YY X YYYYYY YYYY O X X X X X X X X X O Y X X X X YYY YY O O YY Y SCHOOL1SBK WA L L STON E 48" WALL STO N E 48" 5’ BST US 29 NBL 36’ BST 4’ BST4’ BST US 29 SBL 35’ BST 4’ BST 1SM T L B U S POR T CAR 1SM T L F B U S 60" CHL&1SBW 72" CHL&3SBW SR 2620 GRAFTON RD 20’ BST 24" CONC 9’ CONC 36" WD RAILWALL 60" B L K WAL L 60" B L K 30" C & G 30" C & G ABA N D 1SF D AB A N D 1SF D 84" C H L 1SBK D CO N C CONC 2SF D 72" CHL&3SBW 72" CHL&3SBW 60" CHL 30" C & G 30" C & G WE 796.8’POND US 29 NBL BST US 29 SBL BST 4’ BST 3’ BST4’ BST 4’ BST 1SFD 1SFD 12’ GRAVEL DRIVE WOO D S WOO D S BST PARKING 28’ B S T 47" B S T 48" C M P 2SF D 48" C H L CON C RR R O O X XX X XXX XX X XXXX X R X X X XXX XXX X X X XXX X X XXXXXX XX XXX X X XXX XXX XX XXXX X X X X XX X X X XX XX X X X X XX X X XXX X XX X XX XXX X YYY XX X X X X X X X X XXX XXX XX X X X X X X XX X X X YYYY YYY X R X XXX XX X XXXXX X X X X X X X YYYYYYYYYYY XX XXX X X X X XX X S XX X X O X XX X X X X X X 18" CONC 18" CONC 18" CONC CONC15" 96" CHL&3SBW RR ASSEMBLY RD 23’ BST96" CHL&3SBW 96" CHL& 3 S B W R R 48" WD WALL 52" BLK WALL 96" CH L & 3 S B W 96" CHL&3SBW 96" CHL&3SBW 96" CHL&3SBW 96" CHL&3SBW P 15" CONC 15" CONC R 12" CONC R 60" CH L R R R R R R 36" W D 36" CONC24" W D 11’ CONCR 11’ CONC CONC48" R R R R R 72" WD R R 12" CONC 48" CHL10’ CO N C RR 12" CONC 12" CONC R 12" CONC R WA L L 15" ST O N E CO N C 36" R R 10’ C O N C 60" C H L CONC 12" CONC R P 72" WD P 48" CH L 48" CHL CONC12" CONC12" zz z z SS O P WE 781.6’ R y 36" WD RAIL SUMMIT AVE 22’ BST P R O O O O O OO O O S S XX XXYYY Y Y Y YY YYYX X X XXX X X X YYYYY Y YYY YYYY X XX X XX X X X X X X XXXXX XX XX XXX XXX XX X X X YY YYY Y Y Y Y Y Y Y XX XXX X X X X Y Y Y S S X X X X XX X O O O O O O O O O O X YYYYYYYYYYY YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYY Y YY YY YYYYYY X X XX XX X XX X XXX X X Y Y Y Y Y Y O O X X XX XXX X X X X X X XXX X XXXX XXXXX XXXXXX XX XXXX XX X XX XXX XX XX X XXXX X W W W O O O O O W O O XXX XXXXXXXX XX X X X XX XX X XX W XX X XX X X X XXXXXX X X XX X X X X X X X X YYYY YYYY Y YY Y Y O O O O O O O O X X XX X XX XX X XXXX X XXXXXXX XXX X O XXXXX X X XX X X XX X XXX X X X X X CONC WALK 2.5’ C&G CONC DR. WILD POPLAR WAY QUAIL O A K S D R I V E CONC D R . CON C D R . 6’ MTL & BK 6’ MTL & BK 6’ WD 26’ BST 18’ B S T W/L T 2SFD CONC ABA N D S 2SBK F B U S POR T CAR 2SB K D CO N C POR T CARCHU R C H BA P T I S T 2SB L K 1SBK D PORTCAR STAND PIPE OLD 8" MTL 1SBL K B U S 1SB K B U S CON C D R . CON C D R . CON C D R . CON C D R . CON C D R . CO N C D R . CON C D R . 2SFD 2SF D 2SF D 2SF D CONC DR CONC DR CON C D R . 26’ B S T CO N C D R . 2SF D CON C D R . 2SF D CON C D R . 2SF D CON C D R . 2SFD 2SF D CONC DR 2SF D 6’ WD FENCE 24" RCP 24" RCP 30" RCP 30" RCP 15" RCP 24" RCP 24" RCP CONC D R CONC D R CONC DR CONC DR CONC D R CONC DR CONC DR CONC DR CONC DR KENNEL 6’ CH L GRAVEL GRAVEL 4’ VINYL 12" RCP GRAVEL DRIVE 12" RCP CONC DRIVE 12" CMP 4’ VINYL GRAVEL DR. 12" RCP 12" RCPGRAVEL DR. PINENEEDLE DRIVE 20’ BST FLOWERING PATH LANECONC WALK 24" RCP CONC D R I V E CONC CONC DR 30" C&G 30" C&G 30" C&G 30" C&G 24" RC P 36" RC P 36" RCP 24" R C P 24" RCP 36" RCP 36" RCP 24" RCP 24" RCP 24" RCP 15" RCP 15" RCP 15" R C P X X X X X XX O X X X O X X X XX X X X X X X X XXX X X X X X X XX X X X X XXX X X XX X X X X X X XXX X X X X XX XX X XX X YYYYYY X X X X XX XX X O X X X XXX XX X X X X X XXX X S OX X X X XXX X X X OO X X X X X X X X XX XX X X XX XX XXXXX X XX X X XX X X X X X X X X X X X X X XX X XX XX XX X X X X X X X X X X X XX X X X XX X X X YYYYYYY X X Y YYYYYYYY Y Y Y S X O X X X X XXXX XX 12" CONC 10’ CONC 12" CON C 12" CONC 72" CHL 72" CHL R15" CONC 12" CONC 12" CONC 12" CONC Q R12" CONC R 12" CONC 12" CONC P R 10’ CO N C R 48" WD RAIL R R48" WD RAIL 12" CONC 10’ CONC R Q P R RP 16’ CONC 16’ CONC R R 14’ CONC 17’ CONC 12" CONC R 48" WD RAIL 72" WD 72" WD R R O P R 20’ BST R R R 15" CO N C 15" C O N C 48" WD RAIL 48" WD RAIL 12" C O N C R R R 18’ BST 16’ BST 1SBLKBUS 12" CONC 10’ CONC 12" CON C 12" CON C 12" CONC 12" CO N C 12" CONC 12’ CONC 20’ CONC R CARPORT 9’ CONC R 60" CHL 60" CHL P P R Q Q Q P 19’ CONC 16’ CONC CONC R CONC 48" CONC CONC 15" CONC R P R 7’ CONC 18" CONC 18’ B S T WALL72" BKWALL72" BK 60" WW&1SBW 10’ BST 48" CONCR 15" CONC P 21’ CONC 16’ CONC R P 15’ CONC 15’ CONC 60" WW&1SBW 60" WW&1SBW 15" CONC RR 15" CONCR P R R R 12" CONC R R SR 2565 HICONE RD 22’ BST RR R R RR SR 2565 HICONE RD 22’ BST R R CONC ISL CONC ISL CONC ISL 19’ CONCCONC I S L 60" WW&1SBW CONC ISLCONC ISL 10’ BST CONC IS LCONC ISLCONC ISL P 6’ CONC W z z z z z XX X X QR R RR S R R R R R R O O O O SIG/LT R X X X X X XX XXX X YYYYY YYYYYX P CANOPYU/MTLPUMPS2 GAS CANOPYU/MTLPUMPS2 GAS 5’ BST US 29 SBL 23’ BST4’ BST US 29 NBL 24’ BST US 29 BST US 29 BST 4’ BST 4’ BST4’ BST BST X X X X X X X X X X X X XXXX X XX X X X X YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYY X YYYYYYYYXX Y YYYYY X X X XX X XX XX X XXXX O O O YYYY SS W W W W O O O O XXXXX X X X X XXX X X XX X X X XXX X 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GRIGGS RD 19’ BST 15" CONC15" CONC 15" CONC CONC 15" CONC 15" CO N C BIRCH RIDGE RD 20’ BST 12" C O N C 72" WD 48" WD CONC 15" CONC CONC 15" CONC 18" CONC 18" CONC 48" WD&WW15" CONC 18" CONC CONC US 29 SBL BST US 29 NBL BST 48" CONC 1SBKBUS 1SBKBUS72" CONC 15" C O N C GRIGGS RD 19’BST CONC15" FLAG POLE 5’ BST 4’ BST 4’ BST 5’ BST 4’ BST 4’ BST 4’ BST 4’ BST POWER SUB - STATION 24" CONC PORTCAR 20’ CONC WE 801.8’ POND CONC CONC 1SBKD 1SBKD PORTCAR CONC16’ PONDWE 790.2’ 1SBKD CONC PONDWE 782.2’ CONC W/LT 2SF BUS 1SF BUS 36" C O N C 1SMTLBUS W/LT W/LTPORTCAR GATEMTL 2SBLKD PLANTER PLANTER PLA N T E R SEPTIC TANKS ALDINE RD 17’ BST KEREN R D 1 7 ’ B S T 48" CHL 60" BW 60" CHL48" WW 60" CHL 15" RCP 15" RC P 18" RCP 18" RCP CONC CONC CONC CONC CONC CONC CONC CONC CONC 12" RCP 12" RCP 12" RCP12" RCP 15" RCP 15" RCP 12" RCP 12" RCP 17’ GR PORTCARBRICK PORTCAR 12’GR 1SBKD 1SBKD 16’ GR 13’ GR 12’GR 1SBK CHURCH HALLFELLOWSHIP 9’ GR 17’ GR 36" C H L 72" WD XXXXXXXzOYYXXXX XXXXXXXXXTOYYXXXXXXXXXXXXYYYYXYYYYYSSSSXXXXXXR 15" CONC 15" CONC UNKNOWNENDOTHER15" CONC15" CONC15" CONC15" CONC 15" CONC UNKNOWNENDOTHER15" CONC15" CONC15" CONC 12" CMP15" CONC15" CONC15" CONC15" CONC15" CONC15" CONC15" CONC15" CONC15" CONC 15" CONC15" CONC 18" CONC24" CONC 15" CMP15" CONC15" CONC 15" CONC 15" CMP 15" CMP 15" CMP 12" CMP 12" CMP 15" CMP 15" CMP 15" CMP15" CONC24’ BST 30" C&GINT 840 12’ BST INT 840 16’ BST30" C&GSOUTHERN R/R RRRPP60" WW & 1SBW 60" WW & 1SBW 60" WW & 1SBW 60" WW & 1SBWRRPRPR60" WW & 1SBW 60" WW & 1SBW CONC SOIL SOIL 15’ BST 30" C&GCONC ISL 30" C&G 30" C&G 3’ CMB CONC ISL3’ CMB15" CONC30" C&G 30" C&G 60" WW & 1SBWzz{{{{z z z10’ BST16’ BST P WALL30" CONCWALL30" CONC 30" CONC WALL 30" CONC WALL12’ BST 4’ BST 11’ BST W W OOOOOOOYYYYYYYY YYYYYYYYYYYYYYYYYY YYYYYYYYYYYYYXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXOXXX 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X X XS X X X X X XY z z W W R X X X X X XX X X X XX X X XX X X X X X XX XSY Y YY X X X X S X X XX X X XXXX XXX X z X X X X XX X XX YY Y Y X X X X X X X X S X YYY X X X YYY { z XXX X X X X X X X X X X XX X X X X X X z X XX X X X X 24" CMP 60" CHL 60" CHL P P 18" CONC 15" CONC 15" CONC P 15" CONC 60" CHL 60" CHL P R 10’ B S T R R SR 2832 RANKIN MILL RD 22’ BST SR 2832 RANKIN MILL RD 22’ BST z { { 10’ CON C P z P P P P W/LT BUFFALO CREEK WE= 6 9 1 . 8 POND WE=72 2 . 5 ’ POND P XX { z { { { O O XXX {z z z O O O O z XX X O X O O XS X X X XX X X X XX X X X X X X XX X X X X X YY Y YYYYYYYYY X XX S S YY YY S O XX X X X XX X XX X X X O O X X X X X X X X X X X XX X X X X X X YYYYYY YYY X X X X X X zz z X XX X XX YYYYYYYYY YY Y Y Y YYYYY YYYYY YYYYYY Y YY X XX XX X X X X X X X X X XX X XX X X X YY Y Y Y Y YY Y YYY YYYYYYY YYY XX Xz X XX X XXX XXX X XX X z z Y 15" RCP 15" RCP 15" RCP15" RCP 15" CMP 18" CMP SR 2732 HINES CHAPEL RD 21’ BST (ABAN D )1SFD GUY P O L E FOUNDCONC 2SFD W/LT 2SFD W/LT 2SBK D 2SFD TREE S I N W A T E R 1SBKD W/LT 1SBK D CONC X X X X X X X X XXXOX X XXX X X X XX X XX XX X O X X XX X X XX X X X T T X XX X 60" CM P 15" C O N C 108" CHL & 1SRW 108" CHL & 1SRW P P 108" C H L { { z z { z z z { SR 2825 CAMP BURTON RD 21’ BST P WE 746 . 7 ’POND XXX X XXXX XXXXXXXXX X XX XXXXX XXX XX X X X X X XX X XXX XXX XX X XX XXXX XX X XXX X X XXXXX XXXXX XX X X XX X XXXX X X XXXX XXX X XX X X XXXX X XXXXX X X X X XXXXXX XXX XX XX XXXXXXX XXX X XXX X X X X X X XX X XX X X X X XXX YYY O O S S SS T S XXX XXXXXXX X T XXX X XXX XX XX XXXXX XX XXXXXXXX XXX X XX O T SSSS O O O X X O O O O O OO S S O O YYYY Y Y Y YYYYY YYYYYYYYYYYYYY YYYYY YYY O O YYYYY YYYYYYYYYYY YY YYY X X X X X X X X XXX X X XX X X X X XX X XX X XXX X XXXXXXXXXXX XXX XXXX X X X X XX X X X XX XX X X XXX X X X X X X XX Y z z { XX X XX X X X XXX X X X X X X X X X X XXX X X XYY YYYY XXYYYYYYY X X X X YYYY YY X X XXXXXX X XXX X X XX XX X X X XXXXXX XXXX X XXXX XX X X X X z X X X X X X S X X X X X X { W X XX YYYY X X X XXX X X X X P X X X X XX X X X X X X X X XX X XXX X X X X X X X X X XXYYY YY XX X XX X XX X X X XX XXXX XXXX X XX X X { { 24" CONC SR 2834 BRIARMEADE RD 19’ BST P 12" CONC 12" CONC P 12" C O N C P P 15’ BST 48" PLASTIC RAIL 48" PLASTIC RAIL 48" PLASTIC RAIL 15" C O N C GA T E MT L P 25’ CONC HW25’ CONC HW P 18" C O N C 18" C O N C 18" C O N C 15" C O N C P P P P P 48" CHL 48" CHL 48" CHL P R Q10" CMP SR 2834 BRIARMEADE RD 19’ BST Q 18’ CONC R R 15" CLAY R R CO N C 18" R 12" CONC 4" PLASTIC 15" CONC R Q 18" CONC R 48" W W 48" WW R36 " C H L 36" CHL 36" CHL P { { z z { { { 18" I R O N 18" I R O N 15" C O N C 18" I R O N 15" I R O N 18" I R O N ARVID DR 15" CON C 48" WD RAIL & CHL 2-60" CMP X XX X X X X X X XX X X X X X X XX X XX X X XXX XX X XX XX X X X X X XX X X YY YYYY X X X X XXX X X XX XX XXX X X X YYYYYYYYY X XX X XXXXXXXX X X XXX X XXX X XX X X X X XR R RR R P P X X X X R Q RR Q 60" ELEC 60" E L E C 60" ELEC R 12" CONC 5SBW R 48" CHL 48" WD 15" CONC 15" CON C 12" CON C CONC15" CONC15" 10" CONC SR 2833 LINK RD GR McKNIGHT MILL RD 20’ BST McKNIGHT MILL RD 20’ BST P R Qz X X R P O O XX X X X XX X X XXX XXX XX z z z XO X X X z z z X O YYY YY YYYYYY YYYYY Y YYYY YYY YYYYYYYYYYX X OO X X YYYYY Y X XX XX X X X X YYY X X X X X X XX X XX X X XXX X X X X X XX XX XX z z z z X X X X XX X X X X X X X X X X X X XX XXX X X X Y Y YY YY Y X XX XX X OXX X X X X X X X X XXX X Y YY YYY YYYYYY XX X X XX XX YY Y YY YYY XX X {zz z z {{ { { { { O O O O YYYYYY YYY Y Y Y Y YY YYYYYY YYY YY YYY YYY X X X XX X X X X X XX { { { X X X YY Y Y Y YYYYYYY Y Y YY Y Y YY O OXXXXX X XX X X X X X X X X X XXXXXXX X Y Y Y Y Y O O O O O X O X X X X XX YY Y X X X X X X X XYYYYYYY X X X X X X X YYYY YYYY Y Y YY Y X X XX X YY YYY Y X X X XXX X X X XX X YYYYYY Y YYYYYYY YYYYY YYYY YYYY YYY X O YY Y YYYY Y O O X X XX X X S X O YYYYYYY McKNIGHT MILL RD 20’ BST McKNIGHT MILL RD 30’ BST CONC WALK CONC WALK 4’ VINYL 4’ VINY L 2.5’ C&G 2.5’ C&G WYNTERHALL WAY 26’ BST 12" RCPGRAVEL HALLFELLOW S H I P1SBK 2SF D WE=7 2 5 . 2 ’ POND W/LT W/L T 1SBK D 13’ CO N C 1SBKD CONC CONC DR . CONC DR. CONC DR . WE=755 . 0POND W/L T WO O D S 24" C O N C CANNAN FOREST DR 20’ BST 15" RCP 1SBK CHURCH APT2SBK PLAYGROUND GRAVEL CANNAN FOREST DR 20’ BST CONC DR. GRAVEL PASTURE WOODS WOODS STREET ENDS 15" RCP ARVID DR CONC D R . 19’ BST SANCTUARY DRIVE 12" RCP 12" RCP XX X X XX X XXXXXXX X X X XX XYYYY Y X XX X X X XXX XX XXX X XXXX X XXX X XXX XX XXXX XXXX X X X X XXX XXXX XX XX XXX XX X X XX X XX XXX X X X X XX XXX XXX X X X YYY X X X X X X XX X XXX XXX XX XX XX XX I X X XXX X X XXX X YYYYYYYYY XXX XXX XXXX X XX XXXX X X X X X XX X X X R R RP XXX X XXXXX X X X X X XX X X X X X XX X X XX X X X XXXX X XXXXX X XX X X X X O X Y Y X XX X 12" CMP 12" CM P 18" CO N C 15" CONC 15" CONCR R 15" CONC RR 12" CONC 12" C O N C 12" CONC P P 8’ BS T R P 96" WD 96" WD 96" WD R R R R CONC 60" WW & 1SBW RR R P R RR R R R R R R R 48" WW P 72" CHL US 29 NBL BST US 29 SBL BST US 29 NBL BST SR 2568 ASSEMBLY RD 23’ BST R 96" CHL & 3SBW 96" CHL & 3SBW P WHITE ROCK RD 17’ BST z 4’ BST 4’ BST 5’ BST BST BST 5’ BST 5’ BST US 29 SBL 24’ BST X X X R P P 6’ BST O X X X YY Y YYYXXXX X X X { XX X X X XX X X X XXX XXXX XX X X XXX X X X XX X X X X XX XX X X X X X X XX X X X X X X X X X O O S S S SS SS YYYYY XX X X X X XXX X X XXXX X X XX X XYY YYY Y YYYY YYY Y X X XXXXX X XX XXX XX X X XXX XX X US 29 NBL BST US 29 SBL BST 1SBK D 1SBK B U S STORAGE AREA LANDSCAPE MATERIALS BS T CON C CONC CON C CON C CON C COMMUNICATIONS MTL WHITEROCK RD 17’ BST 23’ BST CON C CON C CONC W/ L T W/L T W/L T W/L T W/L T 24" RCP LANGSIDE RD SR 2566 CEMETERY S H E E T 8 6 A O F 9 3 P E R M I T D R A W I N G SITE 36 G R A P H I C S C A L E 0 ’ 5 0 ’ 5 0 ’ W E T L A N D D E N O T E S F I L L I N F F S S S U R F A C E W A T E R D E N O T E S I M P A C T S I N T S T S I M P A C T S I N S U R F A C E W A T E R D E N O T E S T E M P O R A R Y F T S T S T y p e o f L in e r= C L A S S "I" R ip -R a p 1 5 " 54" H W R E M O V E FRO M S TA. 2 4 5 + 12 TO S TA. 2 5 0 + 5 0 -L- (RT) D D E = 113 5 C Y Est. 3 11 Ton s Est. 6 5 8 SQ YD S G EO TEXTILE DETAIL VNatural GroundEXISTING BANKd= 1.25 Ft.D ( Not to Scale)PIPE OUTLET CHANNEL(Variable)CHANNEL BEDEst.= 5 Tons of Class "I" Rip-Rap D= 5.0 Ft.Length= 10 Ft.EXISTING BANK Ground Natural C L A S S " I " R I P R A P S E E D E T A I L " V " STA. 18+48 -Y21A- (LT) 60’ R/W 96 9 6 98 9 7 1 0 0 1 0 1 9 9 1 0 1 9 6 Z 9 6 Z CC CC CC CC C C C C FFF F F F F F FF F F F C CC CC CC CC FC C C C F F F F F F CC F F F F -Y21A-SE = .04SE = SEE PLANS - Y 2 1 A - .05 .04 .03 .02 .01 .00 .01 NC .05.04.03.02.01.00.01NC-Y12A- POT Sta. 10+00.00 - Y 2 1 A - P C S t a . 1 3 + 4 4 . 9 5 PI Sta 17+90.26DL = 671.16’T = 445.31’R = 400.00’ - Y 2 1 A - P T S t a . 2 0 + 1 6 . 1 1 - Y 2 1 A - P O T S t a . 2 5 + 0 8 . 8 8 NC 15+00 2 0 + 0 0 2 5 + 0 0 60.00’60.00’20’ RADIUS 20’ RADIUS 10’ UTILITY EASEMENT CARAVANNA, LLC W IL L A M C . B E L T O N J O H N R H O O D & G L O R IA C T R U S T E E D A V ID H . G R IF F IN O S C A R L . C O X E X IS T IN G R / W E X I S T I N G R / W E X I S T I N G R / W EIP EIP FUTURE STREET F U T U R E S T R E E T (P B 3 7 P G 17 ) 25’ PERMANENT SANITARY SEWER EASEMENT T h o m a s G . H a y e s J r . O S C A R L . C O X E I P F E L L O W S H I P H A L L I N C . N O R M A N T W H E E L E R E I P E I P E I P J O H N R H O O D & G L O R I A C T R U S T E E E I P A R V I D A . W H I T E 20’ RADIUS 20’ RADIUS E X IS T IN G R / W EXISTING R/W E X I S T I N G R / W E X I S T I N G R / W FUTURE STREET F U T U R E S T R E E T ( P B 3 7 P G 17 ) T A Y L O R T O M M I E S U Z A N N E Thomas G. Hayes Jr. M A R V I N V M I L T O N R E S I D E N T I A L L A N D T R U S T J A M E S P . D A V I S EXISTING R/W EXISTING R/W OUR LORDS CHURCH OF GREENSBORO NC 1103.20’ C A T H Y B R E N N A N T A Y L O R T O M M I E S U Z A N N E R O B E R T & C A T H Y B R E N N A N S E E S H E E T 7 9 F O R - Y 2 1 A - P R O F I L E SEE SHEET 20 M ATCHLIN E NAD 83/ 95 H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . 5/14/99 S H E E T N O . P R O J E C T R E F E R E N C E N O . 3 9 U - 2 5 2 5 B REVISIO NS10-2-14 R/W REVISION ON A LET PROJECT (DWG) - ADDED A SECOND CLAIM (96Z) OF DUE, PDE, AND TCE ON PARCEL 96 (THOMAS G. HAYES JR.) AT -Y21A-STA. 18+35.00 LT. AND STA. 17+75.00 RT. P3 8 5 z z O O O OYY YY Y Y YY Y Y Y Y Y YYY Y Y YYY YYY YY Y Y Y Y Y Y X X X X XX X X X X X X{ X4’ CHL 12" RCP 4SBWHALLFELLOWSHIP1SBK SIGN 15" RCP1SBK CHURCH APT 2SBK PLAYGROUND GRAVELCANNAN FOREST DR 20’ BSTCO N C D R . G R A V E L W E L L 1S B K D 1S B K D BARNPASTURE W O O D S R U I N S D A M W O O D S 4SBW S T R E E T E N D S 1 5 " R C P 1 S B K D S S A R V I D D R G R 4SBW P O N D CONC DR. 19’ BST SANCTUARY DRIVE12" RCP DECK CONC { S H E E T 8 6 B O F 9 3 P E R M I T D R A W I N G SITE 36 G R A P H I C S C A L E 0 ’ 5 0 ’ 5 0 ’ W E T L A N D D E N O T E S F I L L I N F F S S S U R F A C E W A T E R D E N O T E S I M P A C T S I N T S T S I M P A C T S I N S U R F A C E W A T E R D E N O T E S T E M P O R A R Y 740 740 741741 7 4 2 742 742 743743 7 43 743 7 4 3 743 743 744 744744 7 4 4 744 744744 744 745745 745 745745 745 745 7 4 5 7 4 5 745 7 4 5 7 4 5 745 745 745 7 4 5 745 7 4 5 745 7 4 5 745 7 4 5 746 746 746 7 46 746 746 746 746 746 746 746 7 4 6 7 4 6 747 747 747747 747 747 7 4 7 747 747 747 747 7 4 7 747 7 4 8 748 748 7 4 8 748 748 748 7 4 8 748 748 748 748 7 4 8 7 4 9 749 749 749 749 7 4 9 749 749 749 749 749 749 7 5 0 750 750 750 750 750 7 5 0 750 7 5 0 7 5 0 750 7 5 0 750 750 7 5 0 750 7 5 0 7 5 0 750 750 750 750 7 5 0 751 751 751 751 751 751 751 751 751 752 752 752 752 752 752 7 5 2 752 752 752 753 753 753 753 7 53 753 753 753 753 754 754 754 754 754 754754 754 754 7 5 4 755 755 755 7 55 7 5 5 755 755755 755 755 7 5 5 755 755 7 5 5 755 755 755 755 7 5 5 7 5 5 755 755 755 7 5 5 7 5 5 755 755 7 5 5 756 756 756 756 7 5 6 756 756 7 5 6 756 7 5 6 7 5 6 756 7 5 6 756 757 757 757 7 57 757 7 5 7 757 757 757 757 7 5 7 757 757 7 5 7 757 7 5 7 7 5 7 758 758 758 758 758 758 758 758 758 7 5 8 758 758 758 759 759 759 759 759 759 759 759 759 7 5 9 759759 759 760 760 760 760 760 760 760 760 760 760 760 7 6 0 760 760 760 7 6 0 7 6 0760 7 6 0 760 760 760 760 760 760 761 761 761 761 7 6 1 7 6 1 761 761 761 7 6 1 761 761761 762 762 762 762 762 7 6 2 762 7 6 2 762 7 6 2 762 762 763 763 763 763 7 6 3 7 6 3 763 7 6 3 763 7 6 3 763 763 764764764764764 7 6 4 764 7 6 4 764 764 7 6 4 764 765 7 6 5 765 765 765 765 765 765 765 765 765765 765 765 7 6 5 765 765765 7 6 5 765 765 765 7 6 5 7 6 6 766 766 766 766 766 766 766 7 6 6 7 6 6 766 766 7 6 7 767 767 767 767 767 767 767 7 6 7 7 6 77677 67 767 768 768 768 7 6 8 768 7 6 8 768 768 768 768 7 6 8 7 6 8 768769 769 769 769 769 769 769 769 770 770 770 7 7 0 770 770 770 770 770 770 770 770 770 7 7 0 770 770 771 771 771 771 771 771 7 71 771 772 772 772 772 7 7 2 7 72 773 773773773 773774774774774774775775775775775775775775775776776776776777777777777778778778778779779779779780780780780780780780781781781782782782783783783783784784785785785785786786787788788789790790 F T S T S T y p e o f L in e r= C L A S S "I" R ip -R a p 1 5 " 54" H W R E M O V E FRO M S TA. 2 4 5 + 12 TO S TA. 2 5 0 + 5 0 -L- (RT) D D E = 113 5 C Y Est. 3 11 Ton s Est. 6 5 8 SQ YD S G EO TEXTILE DETAIL VNatural GroundEXISTING BANKd= 1.25 Ft.D ( Not to Scale)PIPE OUTLET CHANNEL(Variable)CHANNEL BEDEst.= 5 Tons of Class "I" Rip-Rap D= 5.0 Ft.Length= 10 Ft.EXISTING BANK Ground Natural C L A S S " I " R I P R A P S E E D E T A I L " V " STA. 18+48 -Y21A- (LT) 60’ R/W 96 9 6 98 9 7 1 0 0 1 0 1 9 9 1 0 1 9 6 Z 9 6 Z CC CC CC CC C C C C FFF F F F F F FF F F F C CC CC CC CC FC C C C F F F F F F CC F F F F -Y21A-SE = .04SE = SEE PLANS - Y 2 1 A - .05 .04 .03 .02 .01 .00 .01 NC .05.04.03.02.01.00.01NC-Y12A- POT Sta. 10+00.00 - Y 2 1 A - P C S t a . 1 3 + 4 4 . 9 5 PI Sta 17+90.26DL = 671.16’T = 445.31’R = 400.00’ - Y 2 1 A - P T S t a . 2 0 + 1 6 . 1 1 - Y 2 1 A - P O T S t a . 2 5 + 0 8 . 8 8 NC 15+00 2 0 + 0 0 2 5 + 0 0 60.00’60.00’20’ RADIUS 20’ RADIUS 10’ UTILITY EASEMENT CARAVANNA, LLC W IL L A M C . B E L T O N J O H N R H O O D & G L O R IA C T R U S T E E D A V ID H . G R IF F IN O S C A R L . C O X E X IS T IN G R / W E X I S T I N G R / W E X I S T I N G R / W EIP EIP FUTURE STREET F U T U R E S T R E E T (P B 3 7 P G 17 ) 25’ PERMANENT SANITARY SEWER EASEMENT T h o m a s G . H a y e s J r . O S C A R L . C O X E I P F E L L O W S H I P H A L L I N C . N O R M A N T W H E E L E R E I P E I P E I P J O H N R H O O D & G L O R I A C T R U S T E E E I P A R V I D A . W H I T E 20’ RADIUS 20’ RADIUS E X IS T IN G R / W EXISTING R/W E X I S T I N G R / W E X I S T I N G R / W FUTURE STREET F U T U R E S T R E E T ( P B 3 7 P G 17 ) T A Y L O R T O M M I E S U Z A N N E Thomas G. Hayes Jr. M A R V I N V M I L T O N R E S I D E N T I A L L A N D T R U S T J A M E S P . D A V I S EXISTING R/W EXISTING R/W OUR LORDS CHURCH OF GREENSBORO NC 1103.20’ C A T H Y B R E N N A N T A Y L O R T O M M I E S U Z A N N E R O B E R T & C A T H Y B R E N N A N S E E S H E E T 7 9 F O R - Y 2 1 A - P R O F I L E SEE SHEET 20 M ATCHLIN E NAD 83/ 95 H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . 5/14/99 S H E E T N O . P R O J E C T R E F E R E N C E N O . 3 9 U - 2 5 2 5 B REVISIO NS10-2-14 R/W REVISION ON A LET PROJECT (DWG) - ADDED A SECOND CLAIM (96Z) OF DUE, PDE, AND TCE ON PARCEL 96 (THOMAS G. HAYES JR.) AT -Y21A-STA. 18+35.00 LT. AND STA. 17+75.00 RT. P3 8 5 z z O O O OYY YY Y Y YY Y Y Y Y Y YYY Y Y YYY YYY YY Y Y Y Y Y Y X X X X XX X X X X X X{ X4’ CHL 12" RCP 4SBWHALLFELLOWSHIP1SBK SIGN 15" RCP1SBK CHURCH APT 2SBK PLAYGROUND GRAVELCANNAN FOREST DR 20’ BSTCO N C D R . G R A V E L W E L L 1S B K D 1S B K D BARNPASTURE W O O D S R U I N S D A M W O O D S 4SBW S T R E E T E N D S 1 5 " R C P 1 S B K D S S A R V I D D R G R 4SBW P O N D CONC DR. 19’ BST SANCTUARY DRIVE12" RCP DECK CONC { Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream No.(From/To)Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp.Design (ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft) 35 48+53 -Y23-36" RCP <0.01 <0.01 120 17 Bank Stabilization 10 36 18+48 -Y21A-54" RCP <0.01 <0.01 <0.01 101 21 Bank Stabilization 10 THIS SHEET SUBTOTALS:<0.01 <0.01 <0.01 241 38 SUBTOTALS OF ALL OTHER:6.85 0.00 0.31 0.38 0.03 1.70 0.09 10125 590 2055 TOTALS:6.85 0.00 0.31 0.38 0.03 1.72 0.10 10366 628 2055 PERMIT DRAWINGS SHEET 93 OF 93 NOTE: Rounded totals are based upon sum of actual impacts. Revised 10/01/2014 ATN Revised 3/31/05 SHEET 4/8/2013 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS GUILFORD COUNTY WBS - 34821.1.1 (U-2525B) R E M O V E S E E S H E E T 7 9 F O R - Y 2 1 A - P R O F I L E SEE SHEET 20 M ATCHLIN E H Y D R A U L I C S R O A D W A Y D E S I G N E N G I N E E R E N G I N E E R R / W S H E E T N O . 5/14/99 S H E E T N O . P R O J E C T R E F E R E N C E N O . 3 9 U - 2 5 2 5 B REVISIO NS10-2-14 R/W REVISION ON A LET PROJECT (DWG) - ADDED A SECOND CLAIM (96Z) OF DUE, PDE, AND TCE ON PARCEL 96 (THOMAS G. HAYES JR.) AT -Y21A-STA. 18+35.00 LT. AND STA. 17+75.00 RT. T y p e o f L in e r= C L A S S "I" R ip -R a p 1 5 " 54" H W 3 9 0 1 3 9 0 2 FRO M S TA. 2 4 5 + 12 TO S TA. 2 5 0 + 5 0 -L- (RT) D D E = 113 5 C Y Est. 3 11 Ton s Est. 6 5 8 SQ YD S G EO TEXTILE DETAIL VNatural GroundEXISTING BANKd= 1.25 Ft.D ( Not to Scale)PIPE OUTLET CHANNEL(Variable)CHANNEL BEDEst.= 5 Tons of Class "I" Rip-Rap D= 5.0 Ft.Length= 10 Ft.EXISTING BANK Ground Natural C L A S S " I " R I P R A P S E E D E T A I L " V " STA. 18+48 -Y21A- (LT) -Y21A- 20’ SE = .04SE = SEE PLANS - Y 2 1 A - O S=20’ +65.00 3 0 ’ R .05 .04 .03 .02 .01 .00 .01 NC 1 5 . 1 5 ’ I N C . T Y P . +93.90 .05.04.03.02.01.00.01NC20’15.15’IN C.TYP.+39.90BEGIN CONSTRUCTION-Y12A- POT Sta. 10+00.00 - Y 2 1 A - P C S t a . 1 3 + 4 4 . 9 5 PI Sta 17+90.26DL = 671.16’T = 445.31’R = 400.00’ - Y 2 1 A - P T S t a . 2 0 + 1 6 . 1 1 - Y 2 1 A - P O T S t a . 2 5 + 0 8 . 8 8 NC E N D C O N S T R U C T I O N 15+00 2 0 + 0 0 2 5 + 0 0 G R A U - 3 5 0 G R A U-350GRAU-350 G R A U- 3 5 0 10’ 10’ -Y21A- STA. 12+64.15 10’ 10’ 15’ W 3 0 " D I P 30" DIP 30" DIP T O P = 7 6 4 . 10 ’ I N V . IN 7 4 6 . 6 6 ’ IN V . O U T 7 4 6 . 6 3 ’ + 1 6 . 3 2 - Y 2 1 A - 3 0 . 0 0 ’ 2 8 . 2 2 ’ 3 0 . 0 0 ’ C H O R D CHO RDCHORD30.16’ 2 9 . 0 7 ’ 30.00’ 3 0 . 0 0 ’ + 5 0 . 0 0 - Y 2 1 A - +50.00 -Y21A-@ EX I S T . R / W 40. 0 0 ’ 4 0 . 0 0 ’ 3 5 . 0 0 ’ 3 5 . 0 0 ’ 4 0 . 0 0 ’ @ E X I S T . R / W @ EXIST. R/W @ E X I S T . R / W @ E X I S T . R / W + 0 0 . 0 0 - Y 2 1 A - + 2 4 . 0 0 - Y 2 1 A - + 0 0 . 0 0 - Y 2 1 A - + 0 0 . 0 0 - Y 2 1 A - + 0 0 . 0 0 - Y 2 1 A - +00 . 0 0 - Y 2 1 A - +00.0 0 - Y 2 1 A - + 0 0 . 0 0 - Y 2 1 A - 4 5 . 0 0 ’ 4 5 . 0 0 ’ 3 1 . 6 4 ’ 60’ R/W 96 9 6 98 9 7 1 0 0 1 0 1 9 9 @ E X I S T . R / W @ P L + 9 2 . 0 0 - Y 2 1 A - 7 1 . 0 0 ’ + 4 2 . 0 0 - Y 2 1 A - 7 1 . 0 0 ’ + 0 0 . 0 0 - Y 2 1 A - 8 0 . 0 0 ’ + 3 6 . 0 0 - Y 2 1 A - 8 0 . 0 0 ’ + 9 5 . 0 0 - Y 2 1 A - 4 0 . 0 0 ’ + 0 0 . 0 0 - Y 2 1 A - 3 0 . 0 0 ’ + 5 0 . 0 0 - Y 2 1 A - + 0 0 . 0 0 - Y 2 1 A - 5 0 . 0 0 ’ + 5 0 . 0 0 - Y 2 1 A - 5 5 . 0 0 ’ + 5 0 . 0 0 - Y 2 1 A - 4 5 . 0 0 ’ +00.00 -Y21A-45.00’+00.00 -Y21A-45.00’+50.00 -Y21A-45.00’+00.00 -Y21A-45.00’+00.00 -Y21A-40.00’+75.00 -Y21A-@ EXIST. R/W 6 0 . 0 0 ’ 3 0 . 0 0 ’ 3 0 . 0 0 ’ 6 0 . 0 0 ’ + 6 0 . 0 0 - Y 2 1 A - 1 0 1 4 0 . 0 0 ’ 3 0 . 0 0 ’ 5 2 . 0 0 ’ 4 0 . 0 0 ’ + 1 7 . 0 0 - Y 2 1 A - + 2 8 . 0 0 - Y 2 1 A - 5 2 . 0 0 ’ 4 0 . 0 0 ’ + 3 5 . 0 0 - Y 2 1 A - + 7 5 . 0 0 - Y 2 1 A - 9 6 Z 9 6 Z P3 8 5 z z O O O OYY YY Y Y YY Y Y Y Y Y YYY Y Y YYY YYY YY Y Y Y Y Y Y X X X X XX X X X X X X{ X4’ CHL 12" RCP 4SBWHALLFELLOWSHIP1SBK SIGN 15" RCP1SBK CHURCH APT 2SBK PLAYGROUND GRAVELCANNAN FOREST DR 20’ BSTC O N C D R . G R A V E L W E L L 1S B K D 1S B K D BARNPASTURE W O O D S R U I N S D A M W O O D S 4SBW S T R E E T E N D S 1 5 " R C P 1 S B K D S S A R V I D D R G R 4SBW P O N D CONC DR. 19’ BST SANCTUARY DRIVE12" RCP DECK CONC { CC CC CC CC C C C C FFF F F F F F FF F F F C CC CC CC CC FC C C C F F F F F F CC F F F F W A - 2 W A - 1 W A - 3 W A - 4 W A - 5 2 5 4 . 6 4 ’ 2 7 3 . 5 0 ’ 60.00’378.49’60.00’20’ RADIUS 20’ RADIUS 10’ UTILITY EASEMENT CARAVANNA, LLC 244.55’ 105.99’ W IL L A M C . B E L T O N D B 2 5 8 5 P G 4 3 8 J O H N R H O O D & G L O R IA C T R U S T E E D A V ID H . G R IF F IN D B 3 6 8 0 P G 8 2 8 O S C A R L . C O X D B 2 5 7 9 P G 2 4 1 2 4 0 .7 1’ 2 1 9 . 2 0 ’ 2 5 0 . 0 0 ’ 4 6 4 . 6 3 ’ E X IS T IN G R / W E X I S T I N G R / W E X I S T I N G R / W 2 5 0 . 0 0 ’ 2 5 0 . 0 0 ’ 2 5 0 . 0 0 ’ EIP EIP FUTURE STREET F U T U R E S T R E E T (P B 3 7 P G 17 ) 25’ PERMANENT SANITARY SEWER EASEMENT T h o m a s G . H a y e s J r . D B 1 3 9 7 P G 1 1 7 D B 2 5 7 9 P G 2 4 1 O S C A R L . C O X 212.31’ E I P F E L L O W S H I P H A L L I N C . D B 2 3 9 3 P G 3 0 N O R M A N T W H E E L E R E I P E I P E I P J O H N R H O O D & G L O R I A C T R U S T E E P B 3 7 P G 1 7 E I P D B 3 6 8 9 P G 1 8 6 6 A R V I D A . W H I T E 20’ RADIUS 20’ RADIUS E X IS T IN G R / W EXISTING R/W E X I S T I N G R / W E X I S T I N G R / W FUTURE STREET F U T U R E S T R E E T ( P B 3 7 P G 17 ) 29.13’ +06.01 23.26’ +25.07 41.34’ +49.26 D B 6 4 3 1 P G 2 0 3 4 T A Y L O R T O M M I E S U Z A N N E D B 4 7 5 5 P G 1 0 2 9 P B 3 7 P G 1 7 Thomas G. Hayes Jr.DB 1397 PG 117 M A R V I N V M I L T O N D B 2 3 0 2 P G 5 0 8 R E S I D E N T I A L L A N D T R U S T J A M E S P . D A V I S EXISTING R/W EXISTING R/W OUR LORDS CHURCH OF GREENSBORO NC N8954’05"E1103.20’ + 0 6 . 0 1 3 0 . 8 7 ’ 219.66’ C A T H Y B R E N N A N PB 50 PG 56DB 6023 PG 2562 D B 6 3 5 1 P G 1 9 6 5 P B 5 1 P G 7 4 D B 6 4 4 8 P G 1 6 8 3 PB 50 PG 56 DB 3185 PG 0551 D B 4 6 5 4 P G 1 3 2 4 D B 6 3 0 2 P G 1 9 4 8 D B 6 6 5 3 P G 0 6 3 0 D B 6 3 0 2 P G 19 4 8 D G 6 6 5 3 P G 0 6 3 0 T A Y L O R T O M M I E S U Z A N N E R O B E R T & C A T H Y B R E N N A N D B 4 0 3 0 P G 2 1 4 9 P B 3 7 P G 1 7 NAD 83/ 95