Loading...
HomeMy WebLinkAbout20210663 Ver 2_U-6018 Buffer Permit Drawings and Summary_20221110BUFFER IMPACTS PERMIT 1011 SCHAUB DRIVE, SUITE 100 RALEIGH, NC 27606 MI ENGINEERING (919) 851-6606 FIRM PE NUMBER : P-0671 = ADT 0 0 0 PROFILE (HORIZONTAL) PROJECT LENGTH STATE STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATA SIGNATURE: GRAPHIC SCALES PLANS PROFILE (VERTICAL) HYDRAULICS ENGINEER TYPE OF WORK: 0 9 / 0 8 / 9 9 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 00 2 7 - S E P - 2 0 2 1 10 : 4 8 N : \ N C H y d r o \ M 17 0 3 5 _ U - 6 0 18 \ H y d r a u l i c s \ P E R M IT S _ E n v i r o n m e n t a l \ D r a w i n g s \ U - 6 0 18 _ H y d _ p r m _ b u f _ t s h . d g n k e d g e r t o n A T M IE N G 0 1112 0 17 VICINITY MAP RIGHT OF WAY DATE: PROJECT ENGINEER LETTING DATE: 0 ROADWAY DESIGN ENGINEER NCDOT CONTACT: SIGNATURE: STATE PROJECT REFERENCE NO. A R T ME N N A S O H D E P T O F TR A SPOR T T I O N T A T EOFNRT C A RO LI N A C O N T R A C T : T I P P R O J E C T : PROJECT DESIGNER CLAUDETTE M.K. ROQUE, PE 50 25 50 CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II See Sheet 1B For Conventional Symbols See Sheet 1A For Index of Sheets 100 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 502550 10 20 100 510 GUILFORD COUNTY KAYLA M. POULOS, PE NTS 2018 = 11,300 ADT 2040 = 12,600 K =MPH50V 11 =D =T DUALS 4%) MINOR ARTERIAL 55% 47163.1.1 R/W & UTL END PROJECT U-6018 BEGIN PROJECT U-6018 25+00 (K ERS EY V A LLEY RD ) - Y3 - S R 115 4 U - 6 0 1 8 ( O L D W E A N T R O A D ) - Y 5 - S R 4 0 1 4 (BLU EW O O D C T) - Y7 - SR 12 6 5 (MODLIN GROVE RD) -Y8- SR 4066(LIBERTY RD) -L- NC 62 U-6018 TO ARCHDALE TO C L IM A X LOCATION: (W EA N T RO A D ) - Y6 - S R 116 2 15+00 20+00 30+00 35+00 3 5 + 0 0 40+00 30+00 25+00 45+00 5 0 + 0 0 20+00 15 + 0 0 5 5 + 0 0 15+00 6 0 + 0 0 15+ 00 1 5 + 0 0 2 0 + 0 0 25+00 20+00 15 + 0 0 15 + 0 0 80 + 0 0 7 5 + 0 0 15+ 00 7 0 + 0 0 6 5 + 0 0 (WEANT RD)-Y9- SR 1162 6%* *(TTST 2% REGIONAL TIER FUNCTION CLASS: 336-487-0075 DIV 7 - PROJECT DELIVERY TEAM LEAD CHRIS SMITHERMAN, PE 2018 STANDARD SPECIFICATIONS PE CONST LENGTH EXIST. STRUCTURE TIP PROJECT U-6018 = 0.075 MILES TOTAL LENGTH ROADWAY TIP PROJECT U-6018 = 0.969 MILES GRADING, PAVING, DRAINAGE, & SIGNALS -L- STA. 26+70.00 BEGIN TIP PROJECT U-6018 -L- STA. 77+86.12 END TIP PROJECT U-6018 1-85 NB1-85 SB LENGTH ROADWAY TIP PROJECT U-6018 = 0.894 MILES ARCHDALEHIGH POINT ARCHDALE JAMESTOWN A RC H D A LE H IG H P O IN T JAMESTO WN ARC H D ALE EXISTING SIGNAL THIS PROJECT IS WITHIN THE MUNICIPAL BOUNDARIES OF ARCHDALE, JAMESTOWN, AND HIGH POINT PROPOSED SIGNAL 4 5 6 7 8 9 10 11 ( F AI RFI ELD RD) S R 1 3 0 0/ N C6 1 0 (A LD RID G E RD ) S R 4 0 12 LO N G VIEW D R STA. 52+75.06 EXIST. BRIDGE STA. 56+71.20 EXIST. BRIDGE Phone: 919-872-5115 | www.rameykemp.com | NC License No. C-0910 5808 Faringdon Place Raleigh, North Carolina 27609 Prepared in the Office of: SR 1154 (KERSEY VALLEY RD) AND SR 1162 (WEANT RD) (MODLIN GROVE RD) AND THE REALIGNMENT OF NC 610 (E. FAIRFIELD RD) TO EAST OF SR 4066 WIDENING OF NC 62 (LIBERTY RD) FROM EAST OF 1-85 SB O N R A MP -R PB - 1-85 SB OFF RAMP-RPA- 1-85 NB OFF RAMP-RPC- 1-85 NB ON RAMP-RPD- + 47163.2.1 47163.3.1 MARCH 25, 2021 DECEMBER 20, 2022 -L- STA. 78+20.00 END CONSTRUCTION THIS IS A PARTIAL CONTROLLED ACCESS PROJECT WITH ACCESS BEING LIMITED TO POINTS AS SHOWN ON THE PLANS. U/C v v v v v v v v v v v v v v v vvvv v v vv v v v v v v v v v v v v v S RAMP WD PLANTER BK BST VAR.HT BK WALL48" CONC 2SBKD 66" CONC 48" CONC GR S BK W/LT W VAR.HTBK W ALL STEPS 48" BK CONC CONC 48" CONC 48" CONC 10' CONC72" CONC STEPS BK CONC BST BST BST 36" WD GRGR CONC 15" RCP 15" RCP 15" RCP 15" RCP 9' BST 48' CHL DK 1SBKD 60" CONC 17' CONC GUTTER CONC SOIL POLE FLAG WALL 18" BK 42" CHL GATE MTL S GR SOIL W 1SFD 36' BK 12" WD WALL FOD DI BK CONC S 72" WD BK 84" GR 1 1/2SFD W POLE FLAG 10' BST BST STEPS BK G BST CONC W 1SBKD DK 36" CONC 54" CONC 48" BK &BK CONC GR 12" RCP 12" RCP 12" RCP 12" RCP 15" RCP BST 13' BST BST W BK CONC TANK OIL A/G 1S BKD MTLCOOP CHICK CONC DK TANK PROPANE A/ G TANK ABAND A/G OIL ACCES S BAS EMENT CONC 36" BK CARP ORT CARPORT 10' GR 1S BKD BK CONC BST DK 1 1/2SBK D WB K PL A NTER BK PLANTER C O NC STEPS CONC 8" HDPE W 12' GR GR 48" CONC 1SB KD BK 48" CHL GATE MTL W/LT C O NC SWD 36" CONC 60" CONC 72" WDG BST 1SBK CHURCH W WOODS 1SFD 10' GR POSTS ONLY POSTS ONLY ONLY POSTS GR 12' GR LT W 14' BST GR S S CARPORT 10' GR 10' GR 1SFDCONC STEPS WD W 48" CHL GATE MTL 12" C MP GR SOIL 1SFD ACCESS BASEMENT SHED CONC STEPS 15" CMP 12" RCP 12' GR 12' GR WOODS 48" CHL GATES (2) MTL 20' CONC 84" WD CARPORTCONC BST15" RCP 12" RCP 96" BST 1SBLKBUS GR W/LT WOODS LT 12" RCP12 " CONC48" CONC W/BASEMENT1SBKD TANKA/G OIL GR W CONC HW 3 0" R CP S 15" RCP 12" HDPE GR 1SBKD CONC HWSTONE 15" RCP CONC 42" CONC POLEFLAG 1SFD 42" CONC 1SBKD CONC 15" CMP 12" RCP FOUNDNOTEND GR 10' CONC 42" CONC 1SBKD DK CONC C ONC B K VAR.HT BK WAL L 72" WD 1SBKD 1SFD 24" HDPE GR 18" CONC INV=80 7.9 7 12" RCPINV=8 0 3. 6 9 48" CHL TREES SCATTERED 42" CONC 11' BST18" RCP 15" RCP 12" RCP HW CONC W/ FES 18" RCP INV=806.74 CONC 11' CONC 12" HDPE 12" HDP E DI DI DI DI DI SCATTERED TREES W/ LT W/LT PUMPSEPTIC W 4" STONE WALL CONC BK V A R.H T S T O N E WA L L W/BASEMENT1SBKD STEPSBK BST BST FOUNDEND NOT6" VCP CARPORT FIREPLACESTONE36"WD RAIL CONC POSTS 36"WD RAIL W/ CONC POSTS 36"WD RAIL W/ S 48"CHL 1SBKD 8 4"CHL 36"WD 30"BK LT 12" RCPTOP=823.74 INV=816.98 INV=816.90 TOP=810.61 INV=804.89 INV=80 4.87 TOP=811.10 INV=80 3.51 INV=80 6.58 INV=809.23 TOP=810.9 4 TOP=808 .79 INV=80 6.39 INV=806.23 INV=805.60 TOP=807 .28 INV=808.01 TOP=810.42 INV=807.98 INV=808.14 INV=808.53 TOP=806.55 INV=803.51 INV=799.10 GR GR CARPORT S STEPS WD RAMP WD LT GR G R W/WD POSTSPIGOT GATES2-MTL GATES2-MTL GATES 2- MTL TANKS 3-SEPTIC POLES 2-GUY RAMP WD CONC 1SFBUS 12" RCP 36"WD INV=823.76 TOP=829.25 INV=823.89 INV=825.17TOP=831.80 W/LT CARPORT S 66"CHL 72"WD 1SBLKBUS W 66"CHL TREESSCATTERED 48"CHL GATE MTL TOP=817.73 INV=810.27 8"PVC 8"PVC 8"PVC 8"PVC 8"PVC 8 "PVC 8 "PVC 8"PVC 8"PVC 8"PVC TOP=820.6 8 INV=811.9 4 INV=812.08 INV=813.59 INV=8 13.7 7 TOP=823 .80 TOP=826.64 SIG SIG 18" RCP WOODS WOODS WOODS WOODS WOODS WOODS 1SBKD 48" CONC 18' CONC 12" RCP GR 36"CHL GATES 2-MTL BRIDGEWD PATIOCOVERED W/LT 60"CONC 3 6"CONC 42"CONC GR GR BST CAPS 9-TANK U/ MTL CANOPY 1-ISL 2-GAS PUMPS CONC 1SBKBUS CONC CAP VENT S MTL LT 15" RCP 12" HDPE VAR.HT WD WALL GR GR W/LT DI BURIED 15" RCP 12" RCP BST BST 1SBKBUS W/LT CONC CONC HW INV=820.25 INV BOX=8 2 3. 88 W/LT 1SFD DK 48"WW 48"WW W/L T CARPORT 11' GR 36"CO NC B ASE MENT 1SB KD W/ B K W P OST L AMP W W/LT BST 10' BST 9' BST CONC 54"CONC 2SBKD 48"C ONC G 42"BK WALL VAR.HT WD WALL 54"WW & 1SBW 54"WW & 1SBW 54"WW & 1SBW 34"CONC SIG CONC HW CONC HW 15" RCP TOP=826.90 T OP = 8 2 6.7 7 TOP=825 .6 7 TOP=825 .6 6 10' BS T ABAND BILL BOARD S 15" RCP 54"WW & 1SBW 72" SOIL 11' GR 18 " RC P W/LT 15" RCP GR 9' GR SCATTERED TREES WOODS WOODS WOODS 1SFD STEPS STONE 11' BST 12" HDPE 12" RCP INV=820.94 TOP=832.23 INV=821.10 8"PVC 10' BST 1SBKD STEPS BK SCATTERED TREES 12" CMP 10 ' GR 10' GR W 36"CONC 1SFD DK 36 "CONC CARWASH 1SBLKBUS CONC LT T REES SC ATT ERE D T REES SC ATTE RED CANOPY WD WOODS WOODS WOODS WOODS WOODS WOODS 1SFD S SW WOODS WOODS WOODS WOODS SWD WOODS INV=827.96 TOP=839.95 MTL M TL MTL MTL MTL MTL 48"CHL WOODS WOODS 48"CHL 48"CHL 48"CHL WOODS WOODS RAP RIP WOODS WOODS WOODS BRUSH BRUSH LT 48"CHL 48"CHL 48"CHL LT BST BST LT W/LT GR GR GR DIDIDI DI15" RCP 18" RCP 18" RCP 18" RCP INV=828.27 S WD GATES 2-MTL 72" CHL 72" CHL GATE MTL CONC GATES 2-MTL U/MTL CANOPY 4 GAS PUMPS 4-ISL'S 1SBLKBUS 12" BLK WALL SPIGOT PUMP AIR CONC GR CONC S MTL CONC CONC W/LT INV=NO ACCESS INV=NO ACCESS BST BST BST DI BRUSH SIG W/SIG MTL MTL 15" RCP 15" CMP 15" HDPE DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI DI 48"WW 48"WW 48"WW CONC DEBRISCOVERED W/POSSIBLE DI LT GR GR WOODS WOODS WOODS BRUSH BRUSH CONSTRUCTION UNDER SIG B RUS H WOODS ON POLEW/CABINET WOODSWOODS BRUS H BRUSH W/ CABINET CAMERA POLE GR BRUSH GR GR GR GR MTL MTL MTL MTL15" RCP 15" RCP CONC CONC LT OVERHE A D MTL SIGN MTL MTL 15" RCP 15" R CP GR GR GR BK PORCH DILAPIDATED 48"CONC TANK U/G OIL ABAND LT RUINS B S S ABAND 1SBKDW GR W 36'WW & 1SBW WOODS BRUSH WOODS 36"WW & 3SBW 2-WD GATES S S S 72"CHL 72"CHL WOODS S LT W TANK A/G OIL 1S FD LDSC DK 11' GR 12" RCP W 12" RCP16' GR MEMORIAL/ BURIAL VAR.HT BK WALLS 36"CONC 36"CONC 72"CONC WALL MEMORIAL/BURIAL 48"CHL GR 12" RCP VAR.HT CONC WALL CONC 12' BST15" RCP BST 13' GR 15' GR WOODS BRUSH 18" STL 10" GR 12" RCP W GR 11' GR DK1SFD 1SBKD 36 "BK 13' GR 15" RCP 18" RCP INV=837 .28 INV=836.42 12" RCP 24" RCP 12' GR DI 6 " DI 48"CONC DK 1SBKD LT TANK U/ G OIL TANK A/ G OIL LT HW CONC HW CONC INV=820.38 INV=819.68 BRUSH 36"CONC INV=805.77 12" HDPE FOUND END NOT 6 " P VC 15" RCP DI 15" RCP 12" RCP GATE MTL 42"CHL 24"CONC W 12 " C MP S B WOODS BRUSH BRUSH 12" RCP 26' BS T 37' BST 7' GR W DI W W W W W W DI 12" RCP 18" RCP 18" RCP 24" RCP 12" HDPE JB POSSIBLE LT W/SIG GR GR GR W/SIG SIG 60"CHL 60"CHL BRUSH WOODS 48"WD W/BASEMENT 1SBKD CARPORT48"CONC GR ABAND 1 1/2SFD WOODS GR GR/ S OIL 15" CMP W/FES W/FES 15" CMP W/FES W/FES SOIL 15" CMP W/FES W/FES BRUSH WOODS 18" RCPINV=811.88 INV=811.58 48"WW DILAPIDATED POLE GUY 15" RCP END UNKNOWN WOODS BRUSH WOODS HWWD HWWD 15" RCP HWWD HWWD 15 " RC P VAR.HT STONE WALL GR WOODS 48"WD RAIL 15"BK VAR.HT BK WALL 54"WD 1 1/2SBK /FD48"CONC GR GR 10' BST 15" RCP GA T EMTL48"CHL W 1SBK/FD 42"CONC BST WOODS WOODS CO LUM NBK COLUMN BK SMTL GAT ES 2 - MT L 16' BST 15" RCP BRUSH BRUSH HW CONC HW CONC INV=810.77 INV=811.06 S SIG W/LT 48"CHL WOODS BRUSH SOIL GATES 2-MTL MTL 48"CHL VAR.HTBLK WALL 24"C&G BST W/ANTENNAE POWER PED ABAND BFP VACUUM 24"C&G S MTL RAP RIP 18 " RC P BST BST BST BST CONC LTW/LT CONC WALL 78" BLK CONC 4-TANK CAPS U/MTL CANOPY 3-PUMPS 3-ISL'S U/MTL CANOPY 5-PUMPS 5-ISL'S CONC PUMP KEROSENE CONC CAPS 4-VENT 6-TANK CAPS CONC FLUME LT 18" RCP RIP RAP CONC FLUME LT LT24"C&G CONC CONC1SBLKBUS 60"CONC CONC CONC TRAPS 2-GREASE BST LT W/ F E S INV =8 3 6. 16 INV=834.53 HOUSE PUMP 15" CMPW/FES SHRUBS TREES TREES SCATTERED11' CONC CONC 15" CMP 15" CMP W/BASEMENT 1SBKDBK 9'GR 48"CONC W/FES W/FES W/FES W/FES W/BASEMENT 1SBKD CONC TANK A/G OIL 12"BK WALL WALL 30"BK 66"CHL 15" RCP DILAPIDATED DI W/FES 15" RCP 12" HDPE 12" RCP 12" HDP E WOODS 72"WD 72"WD 3S ELEC 3S ELEC 3S ELEC SWD BRUSH W/LT 3 S EL EC 3 S EL E C G A T E MT L W/LT W 3S ELEC SCATTERED TREES ABAND 15" RCP RAP RIP 8'GR W/BASEMENT 1SBKD WD DK WD RAMP BK BK 18' BST DI DI WOODS WOODS WOODS BRUSH B R U S H BRUSH GUY POLE 48"WW & 1SBW WOO D S RUINS R UIN S RUINS RUINS 4 8 "WW & 1SBW DIL A PIDAT ED W HOUSE PUMP FOD PRIVATE ATURJB v W/BASEMENT 1SBKD 8" HDPE CONC CONC 12' BST 27'CONC CONC CONC 15" CMP 18" RCP NO ACCESS 9'GR INV=827.37 INV=821.73 TOP=832.12 INV=827.22 INV=827.14 21"RCP 21"RCP INV=831.56 INV=831.16 INV=831.10 TOP=840.65 TOP=819.05 INV=811.04 INV=811.19 TOP=823.15 18" R C P W/ F E S W/F ES IN V =824.53 INV=820.58 WOODS B ABAND 1SF D WOODS WOODS ABAND LT RUINS BRUS H W/FES 15" CMP W/FES RUINS WOODS WOODS DILAPIDATED 48"WW & 2SBW DILAPIDATED 48"WW & 1SBW WOODS VAR.HT BK WALL WOODS WOODS WOODS S W/LT 48"CHL 60"CONC W/BASE MENT 1SBKD U/42"C HL B K W AL L V A R. HT VAR.HT BK WALL W B ST GAZEBO C O N C W 48"CONC W/BASEMENT1SBKD BK ACCESS BASEMENT T R E E S S C A T T E R E D SCATTERED TREES BST 12" RCP DI12 " RC P 8'GR/SOIL 1SBKD 16' BST 12" RCP VAR.HTBLK WALL RAIL 36"WD LT1SBKD 1SBKD BK BORDER 36" GR W/ CONC 15' BST 12" RCP VAR.HT BK WALLS CONC 48"CONC BK 36"CONC 66"CHL CONC 12" RCP END UNKNOWN 18' CONC SWING TREES SCATTERED POLE FLAG 66"WD CONC 1 1/ 2SBKD BK 42"CONC GAZEBO S WD WD 42"CONC WD BK BK S WD WD 42"CONC PLANTER CONC LT 36"WD RAIL GATEMTL 3S ELEC 48"WW 48"WW 1S ELEC & 2SBW WW DILAPIDATED 12' GR 8'GR 8'GR 15" RCP 12" RCP 12" RCP 15" CMP 1SFD WD 3 6"CONC 15" RCP WOODS 12" RCP 12" CMP 12" CMP 48"CHL W STEPS MTL 1SFD G S W G LT 1SFD 9' BST BST TANKS 2-SEPTIC WOODS BRUSH 12" RCP 30"CONC GATE MTL 54"CHL 72"CHL FOUNTAIN WALL 12" STONE W W 1SFD 8' SOIL 60"CHL 1SFD WD BK WD LT 8'BST TANK OIL A/G TANK OIL A/G W 36"CONC ACCESS BASEMENT 9' BST 1SBKD 36"CONC 10'BST 15" RCP DI DI DI DI DI DI 12" RCP 12" RCP 12" RCP 12" RCP 12" RCP 12" RCP 12" RCP GR GR BS T RAMP36" MTL GR 12" RCP 15" RCP BST NO ACCESS G BY1- 24 BY1-2 3 BST GR BST BST CONC 19' GR LONGVIEW DR 21' BST SR 4012 ALDRIDGE RD 23.5' BST SR 4012 ALDRIDGE RD 24.5' BST NC 610 SR 1300 E FAIRFIELD RD BS T VARIES NC 610 SR 1300 E FAIRFIELD RD 23.5' BST NC 610 SR 1300 E FAIRFIELD RD BST VARIES 18' B ST BST SR 1154 KERSEY VALLEY RD 23' BST SR 1154 KERSEY VALLEY RD 22.5' BST SR 1154 KERSEY VALLEY RD 23' BST I-85 SB RAMP 24.5' BST BST 24.5' BST I-85 SB RAMP 24' BST I-85 NB RAMP BST VARIES I-85 NB RAMP 23.5' BST SR 4014 OLD WEANT RD BST VARIES SR 1162 WEANT RD BST VARIES SR 1162 WEANT RD 21.5' BST SR 1265 BLUEWOOD CT 20' BST SR 1265 BLUEWOOD CT BST VARIES SR 4066 MODLIN GROVE RD 19' BST SR 4066 MODLIN GROVE RD 18' BST NC 62 25.5' BST NC 62 22.5' BST NC 62 BST VARIES NC 62 23' BST NC 62 41.5' BST NC 62 29' BST 6" CU RB6" CURB 6" CURB 26' BST WIN D H AVE N CT I-85 NB RAMP 25.5' BST I-85 NB RAMP 24.5' BST C O N C IS L CONC ISL CONC ISL CONC ISL CONC ISL CONC ISL CONC ISL CONC ISL CONC ISL ISL CONC CONC CONC CONC CONC BRIDGE CONC BRIDGE 42" EXPRESSWAY CURB 42" EXPRESSWAY CURB 42" EXPRESSWAY CURB NC 62 BST VARIES NC 62 LIBERTY RD BST VARIES NC 62 LIBERTY RD 28.5' BST NC 62 LIBERTY RD 32.5' BST NC 62 LIBERTY RD 24' BST NC 62 LIBERTY RD 24' BST NC 62 LIBERTY RD 23' BST NC 62 LIBERTY RD 22.5' BST I-85 SB RAMP BST VARIES MORRIS ST BY-22 BY-21 12" RCP INV=814.7 4 INV=811.21 TOP=816.28 24" RCP DI DI DI INV=822.12 INV=822.03 INV=820.97 INV=819.32 BY7-31 U6018-GPS9 BL-19 BY8-33 BY8-32 U60 18-GPS10 BL-20 BL-18 INV=842.10 INV=840.62 INV=840.39 INV=818.52 INV=818.52 15" RCP 15" RCP 15" RCP 24" RCP 30" RCP 18" RCP 15" R C P 15" RCP INV=818.75 INV=814.04 INV=813.9715" CMPINV=819.26 BY 4 -2 8 INV=808.41 INV=820.46 INV=820.78 BL-17 BL-16 BL-15 INV=822.30 INV=821.29 U60 18 - GP S8 U6018-GPS7 INV=792.89 INV=793.04 BL-13 BL-12 BL-14 BY4-29 BY3-27 BY3-2 6 BY3-2 5 15" RCP INV=814.48 INV=813.76 INV=813.68 INV=816.55 INV=816.37 INV=816.97 CL INV=809.71 CL INV=805.64 21" RCP 21" RCP 21" RCP TOP=847.39 TOP=847.23 TOP=820.52 TOP=846.52 TOP=847.00 TOP=827.32 TOP=827.59TOP=816.82 TOP=817.31 TOP=818.43 TOP=816.26 TOP=816.62 TOP=814.99 TOP=811.00 TOP=818.83 TOP=821.37 TOP=817.19 TOP=823.96 INV=813.35 INV=823.32 INV=824.75 INV=837.24 CL INV=840.10 CL INV=841.29 LT LT LT LT LT HWCONC INV=823.84 TOP=822.87 TOP=822.58 INV=810.11 18"RCP DILAPIDATED 48"WW & 2SBW12" RCP 12" RCP DI 12" RCP BL-11 U6061-GPS5 U6061-GPS6 42"CONC LT LT 66"WD LT WD INV=822.19 C ON C CURB 42" EXPRESSWAY -EL- -EL- -EL- -EL- -EL- -EL- -EL- -E L- -EL- -EY- -E Y- -EY- - E Y1- - E Y1- - E Y2 - - E Y2- -EL- -E Y3- - EY3 - - E Y3 - EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP BENT EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP EIP CONC CONC CONC CONC CONC EIP EIP CONC EIP EIP EIP CONC CONC CONC CONC EIP CONC CONC CONC CONC CONC EIP EIP EIPEIPEIP EIP EIP EIP CONC CONC CONC CONC CONC CONC CONC CONC EIP EIP CONC EIP EIP BROKEN CONC EIP CONC CONC EIP CONC CO NC EIP EIP EIP EIP EIP EIP CONC EIP EIP EIP EIP CONC EIP EIP S 05°07'14" W 318.77' S 74°21'09" E222.36' S 74°23'16" E179.11' S 04°19'38" W 216.73' S 05°04'34" W 345.84' NAIL MAG S 05°53'25" W1114.67' S 05°49'21" W 1178.28' S 13°13'12" W 221.48' S 86°55'05" E 156.19' S 17°32'16" W 222.98' S 86°55'05" E 112.31' S 86°55'05" E 264.17' S 02°29'55" W 425.02' S 00°59'35" E 17 7.6 7' S 54°47'39" E 124.26' EIP N 15°40'06" E 176.77' N 74°45'48" W175.00' S 74°45'48" E50.00' N 15°19'02" E 177.51' N 15°14'12" E178.47' EIP N 16°25'35" E 137.41' S 74°45'46" E86.51' N 11°20'54" E 313.39' S 74°40'52" E159.74' S 75°26'29" E60.67' N 04°14'51" E 131.70' N 29°35'43" E 129.85'N 0 4°06 '52" E 300.63' EIP EIP N 86°48'16" E 124.59' S 88°59'43" E 299.53' S 89°09'06" E 199.76' S 89°10'39" E 102.27' N 03°59'04" W 2 4.72' N 02°30'18" E 74 .94' N 03°03'13" E 79.9 9' N 86°07'03" E 81.93'N 86°09'44" E 51.79' N 86°09'44" E 85.05'N 86°09'44" E 82.64' N 10 °0 5'3 1" W 2 2 5 . 88' N 03°03'10" E 200.31' N 02 °32'5 3" E 164.91' N 01°19'41" E 262.24' N 03°09'27" E 257.97' N 04°06'30" E 304.60' N 85°42'15" W 291.02' N 85°43'12" W 294.37' N 85°33'58" W 296.72' N 84°42'22" W 149.89' N 84°40'22" W 150.09' N 0 4°17'45" E 100.00' N 0 3°48'56" E 75.0 0 ' N 04°27'08" E 124.90' N 04°56'10" E 95.92' 146.51' S 80°33'18" E 150.19' S 02°0 8'15" W 189.47' N 83°58'41" E 115.48' S 01°4 4'44" W 67.78' S 01°44'44" W 155.75' 156.65' N 19°18'29" E 324.49' N 16°10'12" E 224.66' S 04°33'23" W 99.09' S 02°26'09" W 311.09' EIP-R/ W 0.85' EIP-R/ W 1.95' R/ W- EIP 10.46' R/W-EIP 6.15' R/ W- EIP 6.37' R/W-EIP 1.53'R/W-EIP 2.62' EIP-R/ W 5.03'EIP-R/ W 5.42' EIP-R/ W 2.48' EIP-R/W 5.03' EIP -R/ W 16.52' 2.24' R/W-EIP 4.93' R/W-EIP 0.22' R/W-EIP 5.86' R/W-EIP 7.61' R/ W-EIP 0.73' R/W-EIP 0.25' R/W-EIP 0 .15' R/W-EIP 0 . 8 5' EIP - R/ W LORI S. SECHRIST, TRUSTEE SHERRY A. SECHREST, TRUSTEE AML IRREVOCABLE TRUST DATED 12-16-2016 PB 9 PG 82 DB 7888 PG 1220 AHSAN ULLAH PB 9 PG 82 DB 5734 PG 1411 MARY WHIPPLE THOMAS L. WHIPPLE PB 9 PG 82 DB 6983 PG 2716 VICTORIA OCMAND JEFFREY L. OCMAND PB 125 PG 46 DB 4566 PG 231 FARZANA ULLAH AHSAN ULLAH PB 125 PG 46 DB 7340 PG 2865 ATIQ U. RAHMAN DB 6270 PG 539 JEANNIE F. PERRY JOHN A. PERRY DB 1962 PG 221 KATHY C. BURRIS LOIS C. TAYLOR BUDDY TAYLOR DB 7288 PG 839 METHODIST CHURCH NC CONFERENCE OF THE WESLEYAN DB 2121 PG 445 METHODIST CHURCH NC CONFERENCE OF THE WESLEYAN NO DEED FOUND DB 6640 PG 445 LAURA GOMEZ FIDEL D. GOMEZ DB 2262 PG 69 W. T. RUSH W. F. RUSH KEVIN D. PETERS ANGELA S. PETERSDB 7756 PG 3090 JOHN T. HARDISON DB 2662 PG 472 DB 8084 PG 301 BULLAND ZAMAN WAJIA ZAMAN DB 5214 PG 121 CHRISTINA T. SMITH SAFINA RASHID KHALID RASHID DB 6627 PG 1491 SHAUN M. YATES DB 7638 PG 2851 RICKIE L. BRADHAM CHERYL BRADHAMDB 7527 PG 2483 DB 3377 PG 1083 LINDA A. TERRELL LINDA A. TERRELL DB 4107 PG 560 SHELBY J. GRANT DB 2240 PG 473 WANDA C. McMAHANJOHN C. McMAHAN PB 117 PG 95DB 4498 PG 1085 SAMUEL W. WOMBLE III PB 133 PG 121DB 8063 PG 2257 P AMELA F . CR ANFORD CRAIG B. CRANFORD PB 13 3 P G 121 DB 4 9 8 5 PG 6 0 6 T ERI L. BOS HER PB 12 0 PG 7 DB 5972 PG 2589 DIANNE C. BENSON ROBERT L. BENSON PB 25 PG 52 DB 6835 PG 2466 PEGGY L. HAWKS FRANKLIN M. HAWKS PB 2 5 PG 52 DB 2308 P G 160 MELINDA D. BUSICK MIT CHELL D. BUS ICK PB 25 PG 5 2 DB 6652 PG 1731 MITZIE M. McCULLOUGH PB 25 PG 52 DB 7538 PG 2092 ARSHAD KHAN PB 25 PG 52DB 7947 PG 2031 REYES VENTURA GERTRUDIS-VIGIL DE VENTURA PB 25 PG 52 DB 7459 PG 1769 SESSOMS LAWN CARE MAINT. INC. DB 7712 PG 2524 MOISES V. VIGIL DB 6940 PG 1848 10' SANITARY SEWER EASEMENT PB 120 PG 7 EIP EIP CONC CONC EIP EIP EIP EIP EIP EIP CONC CONC S 11°35'03" W 171.0 7' N 73°30'55" W91.50' N 16°29'05" E 170.09' N 73°30'55" W109.31' N 13°13'32" E200.51' S 78°02'04" E 204.68' S 78°27'52" E 206.36' S 78°33'34" E 203.38' S 59°50'35" E166.51' S 11°36'30" W 159.15' S 82°52'44" W 173.21' N 78°19'07" W199.83' N 78°21'42" W 200.09' N 78°20'10" W200.13' S 11°35'03" W 188.36' S 11°35'03" W 190.05' S 11°35'03" W 100.00' S 11°35'03" W 100.00' S 11°35'03" W117.69' N 86°15'55" W 232.42' N 13°09'35" E 126.18' N 13°07'53" E 175.00' N 13°07'53" E 100.04' N 13°07'53" E 100.04' N 13°07'53" E 91.48' N 86°44'01" W 275.33' DB 7539 PG 1894 JOEL K. AUMANPB 32 PG 87 DB 7872 PG 3047 BETTY L. INGRAM DON L. INGRAM PB 32 PG 87 DB 2155 PG 778 PB 32 PG 87 DB 7539 PG 1894 PATR ICIA G. GRANT ROBERT A. GRANT PB 32 PG 87 DB 6157 PG 2611 CRAIG A. THOMAS FAYE L. THOMAS PB 32 PG 87 DB 7566 PG 2565 MARY K. DIEP THANH DIEP PB 32 PG 87 DB 5989 PG 2353 PB 32 PG 87 DB 8070 PG 1947 S 73°20'50" E 212.32' PB 32 PG 87 DB 7920 PG 1631 ALIEEN REAVISPB 32 PG 87 DB 2217 PG 504 MANOLA C. ARPHAI LILA PHAM EIP EIP EIP EIP N 16°36'25" E 200.29' S 73°28'51" E99.98' S 73°28'51" E100.00' S 73°28'51" E174.77' S 73°28'51" E172.84' N 16°31'03" E 200.01' S 16°36'14" W 200.00' N 03°04'03" E 205.67' N 16°33'41" E 200.31' S 02°07'48" W 186.99' S 87°20'07" E 674.83' N 03°04'44 " E 572.80' S 0 2°40 '33" W 593.6 4' N 87°19'57" W 83.64' S 04°16'47" W164.46' SIGRID E. WOODS PERRY WOODS IIIDB 5819 PG 429 DB 6778 PG 979 HIGH POINT LLC TRIAD PROPERTIES OF DB 8139 PG 279 DB 1695 PG 127 MARTHA Y. SNYDER DB 6059 PG 79 CLARENCE W. DAVIS KIM TRAN DB 5989 PG 2059 S 04°13'15" W 303.86' N 86°15'48" W 231.23' N 65°57'52" W369.55' N 16°35'04" E 286.47' EIP EIP N 86°18'56" W 309.08'N 86°35'49" W 387.97' N 01°0 7 '15 " W 6 1.32 ' N 48°15'38" W 237.57'N 0 1°0 7 '15" W 72 .55' N 59°26'46" E 53.61' N 59°26'46" E 174.67' N 37°56'24" W 195.34' EIP CONC EIP N 86°15'55" W 194.39' S 86°25'33" E 210.20' N 87°11'19" W 527.83' N 82°05'29" E 457.08' N 16 ° 2 1' 4 1" W 19 9. 4 4' N 80°48'27" E 60.59' S 77°41'12" E 106.48'S 16°21'41" E 24.50' S 0 1°08'18" E 4 6 3.23' N 77°41'12" W418.53' S 87°11'19" E 325.56' NAIL PK NAIL PK CONC N 89°19'56" W 201.80' N 07°27'54" E 200.41' N 89°19'56" W 256.69' S 0 2°5 3'39" W 298.41' S 02 °53'39" W 120 .05' S 89°47'06" E 272.77' S 89°47'06" E 204.89' N 89°40'51" W 488.91' S 02°53'39" W 217.18' S 00 °43'01" W 2 96.44' N 86°09'30" W 369.62' S 03°35'14" W 312.61' PB 44 PG 99 DB 7584 PG 208 PAMELA T. GAYER FONDA T. NEWBY RUBY S . TUTTLE LORRAINE G. SHACKELFORD CHARLES A. SHACKELFORD PB 44 PG 99 DB 3011 PG 392 DB 7935 PG 669 DB 2902 PG 173 DB 2902 PG 173 DB 7935 PG 669 CNJ INC D B 5 0 3 6 P G 4 7 NANCY K. CECIL BOBBY L. CECIL SHIRLEY F. CECIL ERVIN R. CECIL DB 3730 PG 1990 PB 140 PG 75 DB 7591 PG 477 PB 140 PG 75 DB 6061 PG 722 CONC LINDA SIKES ROBERT E. SIKES WILLIAM L. CORN DB 7669 PG 2687 LINDA SIKES ROBERT E. SIKES WILLIAM L. CORN DB 7669 PG 2687 N 16°33'38" E 194.97' S 16°33'52" W 194.67' S 73°26'08" E74.96' S 73°26'08" E75.04' N 16°51'32" E 350.63' EIP FARMERS & MERCHANTS BANK DB 7323 PG 1568 DANA R. SHEAFF DOUGLAS E. S HEAF F PB 108 PG 37 DB 40 76 PG 1486 AMERICAN TOWERS INC PB 66 PG 121 DB 6889 PG 544 CHAI KHAMHUANTHONG ORATHAY MANHVONG PB 176 PG 65 DB 6820 PG 1907 S 04°29'53" W 523.67' N 85°28'34" W 522.66' N 85°30'52" W 918.00' N 85°30'18" W 395.75' S 04°29'06" W 183.83' S 0 4°45'0 8" W 280.18' N 85°11'56" W 400.44' N 84°55'08" W 418.70' S 85°23'55" E 1183.65' S 85°55'27" E 1062.36' N 01°47'41" E 209 .61' N 01°47'41" E 210.19' S 83°22'07" E 208.21' S 86°11'55" E 126.72'S 85°10'24" E 173.67'S 85°30'36" E 99.36'S 84°12'38" E 100.94'S 87°47'09" E 112.21' S 85°28'22" E 116.57'S 85°35'01" E 92.36' N 04°24'11" E 14.52' S 04°47'05" W 31.35'S 76°57'07" E 78.0 8' N 86°55'41" E 69.41' EIP CONC S 83°13'42" E 300.61' S 89°18'33" E 231.49' S 04°15'40" W 40.16' S 72°51'34" E 182.03' S 01°45'59" W 146.35' N 04°43'01" E 185.69' N 09°45'21" E 395.43' N 09°45'21" E 244.07' S 11°18'40" W 361.98' S 84°19'53" E 41.91' N 05°40'06" E 140.65' S 84°29'11" E 203.78' S 84°29'11" E 130.55' S 79°10'53" E 429.00' S 0 1°49'07" W 170 .13' N 89°19'00" E 100.10' S 01°49'07" W 100.48' S 01°4 9'0 7" W 292.81' S 0 1°49'07" W 2 0 0.0 0 ' N 89°12'15" E 140.16' N 03°19'07" E 200.00' N 03°19'0 7" E 3 49.33' N 02°48'19" E 124.84' N 0 1°59 '27" E 116.0 0 ' S 88°03'13" E 209.79' S 02°59'27 " W 95.35' S 00°13 '53" E 106.92 ' N 88°39'38" W 216.06' EMMA J. COX PB 84 PG 77 DB 1822 PG 618 PHLLIS P. NANCE ROGER C. NANCE PB 84 PG 77 DB 2841 PG 192 REGINA M. SMITH DARRELL J . S MIT H PB 84 PG 77 DB 2 9 5 4 PG 483 DEBRA A. HUNT REGINA F. SMITH PB 84 PG 77 DB 1346 PG 596 ADAM T. MOORE RICHARD W. MOORE STEVE A. MOORE MARSHALL MOORE PB 143 PG 43 DB 6796 PG 2831 STEPHEN HALL LBD PROPERTIES LLC PB 143 PG 43 DB 6772 PG 800 CONC S 86 °33 '05" E 5 .98' N 85°46'49" W 9.97' S 85°46'49" E 173.13' S 85°40'25" E 175.55' NANCY CECIL BOBBY L. CECIL PB 159 PG 138 DB 2014 PG 411 NANCY CECIL BOBBY L. CECIL PB 159 PG 138 DB 6423 PG 982 S 01°49'0 7" W 173.16' DB 1922 PG 692 ERVIN R. CECIL ERVIN CECIL BOBBY CECIL BOBBY LEE CECIL TRUST ERVIN R. CECIL DB 895 PG 600 ERVIN CECIL BOBBY CECIL BOBBY LEE CECIL TRUST ERVIN R. CECIL ERVIN CECIL BOBBY CECIL BOBBY LEE CECIL TRUST ERVIN R. CECIL DB 895 PG 600 9.07' R/ W-EIP DB 4579 PG 92 DIANE A. MEREDITH REVOCABLE TRUST FRED E. MEREDITH REVOCABLE TRUST CLIFTON H. LAMD SMITH & SHORE OIL CO. PB 109 PG 65 PB 130 PG 62 DB 3682 PG 1275 JOE S. BYERLY PB 130 PG 62 DB 4794 PG 1405 PK NAIL PB 193 PG 7 DB 7935 PG 669 TERRY R. NALL PB 193 PG 7 DB 7952 PG 1495 LYNN S. HARRIS REGINA S. McDOWELL CLAYTON W. SHACKELFORD HEIRS PB 44 PG 99 DB 2939 PG 721 LOIS FRA ZIER JERRY FRAZIER DB 8379 PG 2077 D. H. GRIFFIN SR.PB 174 PG 68 DB 7321 PG 1572 PB 49 PG 26 DB 6467 PG 63 PROTECTIVE ASSOC. INC. GUIL-RAND FIRE MARCIA S. OTWELL RODNEY E. OTWELL PB 49 PG 26 DB 4732 PG 433 BRENDA S. HUFFMAN TIMOTHY J. HUFFMAN PB 49 PG 26 DB 2845 PG 171 N 64°21'13" W 270.66' 60.00' EXISTING R/ W EXISTING R/W EXISTING R/W EXISTING R/W R/W VARIES 60.00' E XIS TING R/ W E XIS TING R/ W 60.00' EXISTING R/ W EXISTING R/ W 100.00' EXISTING R/W EXISTING R/W 100.00' EXISTING R/W EXISTING R/W S 86°21'42" E 110.50' 35.02' R/W-EIP R/ W-EIP 33.89'60.00' EXISTING R/W 60.00' EXISTING R/W EXISTING R/W N 26°07'50" W 199.92' N 63°52'10" E 150.00' N 63°52'16" E 305.24' S 04°02'10" W 231.76' S 26°07'50" E 200.13' 921 PROPERTIES LLC PB 9 PG 82 DB 7566 PG 848 KIMBERLY L. DILLON JOSEPH C. DILLON KIMBERLY A. DILLON THOMAS M. DILLON PB 9 PG 82 DB 5416 PG 415 GARY D. BREWER DB 8066 PG 1330 EIP EIP S 58°54'49" E 152.15' S 56°22'37" E 133.00' S 16°43'00" W 199.11' N 19°40'56" E 237.01' DB 7979 PG 2201 AARON T. OLLIS JAMES A. SMITH DB 2789 PG 873 TERRY R. NALL DB 4224 PG 976 S 00°0 8'11" W 502.99 ' S 03°48'07" W 776 .48' LINDA SIKES ROBERT E. SIKES WILLIAM L. CORN DB 7669 PG 2687 EIP EIP PINE GROVE BAPTIST CHURCH DB 3398 PG 43 GLADYS S. FOX L. FRANKLIN FOX PB 60 PG 102 DB 3398 PG 36 DB 3211 PG 89 NANCY K. CECIL BOBBY L. CECIL SHIRLEY F. CECIL ERVIN R. CECIL DB 3730 PG 1993 75.00' 60.00' EXISTING R/W EXISTING R/W 60.00' EXISTING R/W EXISTING R/W 60.00' EXISTING R/W EXISTING R/W 60.00' EXISTING R/W EXISTING R/W 105.00' EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W 135.00' 60.00' EXISTING R/W EXISTING R/W 6 0.0 0' EXISTING R/W R/WEXISTING 60.00' EXISTING R/ W EXISTING R/ W 60.00' EXISTING R/ W EXISTING R/ W 100.00' EXISTING R/ W EXISTING R/ W 100.00'EXIS TING R/ W EXIST ING R/ W 60.00' EXISTING R/W EXISTING R/W 50.00' EXISTING R/W EXISTING R/W E XISTING R/W EXISTING R/W 50.00' 5 0.00' E XISTING R/W R/ W E XISTING AXLE DUC A. VO PHUONG M. VO DB 5515 PG 1766 60.00' EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W 60.0 0' R/ W VARIES 60.00' EXISTING R/W EXISTING R/W 60.00' EXISTING R/W EXISTING R/ W 70.00' EXISTING R/ W EXISTING R/W R/W VARIABLE S 85°12'12" E15.00' EXIST ING R/ W EXIS TING R/ W 60.00' 50.00' R/W PRIVATE EXISTING EXISTING PRIVATE R/ W EXISTING PRIVATE R/W EXISTING PRIVATE R/W -EY4A- -EY4A- -EY4B- -EY4B- -EY4 RAMPA- -E Y4 RAMPB- -EY4 RAMPC- -EY4 RAMP C- -E Y4 RAMP D- -EY4 RAMPD- -EY4 RAMPA- - E Y5- - E Y 5 - - E Y6- -EY6- 15.5' B ST S R 4 0 14 OLD WE ANT RD - EY7- - EY7--EY8- -EY8- TREES SCATTERED RCP15" 8" DI VAR.HT BK WALLS MEMORIAL/BURIAL 48"WW DILAPIDATED RAPRIP R/W EXISTING 48"BLK WALL CONC STEPS CONC 54" BK 30" TO ARCHDALE TO DEAD END TO US HWY 311 (MAIN ST.) TO US HWY 311 (MAIN ST.) TO KIVETT DR. TO GREENSBORO TO LEXINGTON TO DEAD END TO CLIMAX W/ FES W/ FES INV=INACCESSIBLE INV=815.08 INV=823.89 15" RCP INV=823.62 INV=823.13TOP=824.91 C L IN V= 8 15.9 0 CL INV=815.47 CL INV=8 17 .7 0 CL INV=8 19.17 CL INV=811.65 SIZE/TYPE UNKNOWN S RECTIFIER PROTECTION CATHODIC BFP SIGS NC GRID NAD 83 NA 2011 SR 4013 LONGVIEW DR 19.5' BST S R 4 012 ALDRI DGE RD B ST VARI E S I-85 NB BST VARIES I-85 SB BST VARIES CABINET POWER S W/LT 158.23' N0 4°0 6'33"E N04°02'06"E S04°06'33"W GR 45"CONC JERSEY WALL H H H H HH HH HH HH HH HH HH HH HH PLUG 4"PL 4"PL 4"PL 4"PL TS TS STATION BORDER TS PLUG 12"DI 12"PVC 12"DI 12"DI PLUG ARV T IN CONDUIT IN CONDUIT CABINET POWER 12"DI 12"DI 12"DI 12"DI 12"DI12"DI 12"DI 12"DI 12"DI 4"PL 4"PL 4"PL 4"PL 12"STL 12"STL 12"STL 12"STL8"STL 8"STL 8"STL 4"PL 4"PL 4"PL 4"PL 4"PL 4"PL 4"PL 4"PL IN CONDUIT IN CO N DUIT SERVICE IN CONDUIT IN CON D UIT ABAND ABAND H H H H EOI 2 "PL EMPTY T HH 2"P L 4"PL 12"DI 12"DI 12"DI 12"DI 12"DI 12"DI 12"DI 12"DI 12"DI 12"DI 6"AC 6"AC 12"DI 12"DI 12"DI 12"DI IN CONDUIT IN CONDUIT IN CONDUIT IN CONDUIT IN CONDUIT IN CONDU IT CONDUITIN H H CABINET PO WER ARV 18"DI 14"DI 18"DI ACCESS GROUND ABOVE STATIONVENT VALVE SERVICE IN C O ND UIT 8"DI ATTACHED UNDER BRIDGE T PLUG UNDER BRIDGE ATTACHED UNKNOWN S IZ E AND MATERIA L 6"DI AATUR 6"DI AATUR 6"DI AATUR 12"DI TO LEXINGTON TO GREENSBORO TO GREENSBORO 9-MTW MTW MTW 5-MTW MTW MTW MTW MTW W W (CLOSED) ; ; ; ; ;;;; ; ; ; ; ; ; ;; ; ; ; ; ; ; ; ; ;; P O N D STREA M DISAPPEARING STREA M DISAPPEARING STREA M DIS APPE ARING STREAM DISAP P E ARING POND POND SPRING HEAD APPARENT SPRING HEAD POSSIBLE CITY OF ARCHDALE (IN) CITY OF ARCHDALE (OUT) CITY OF ARCHDALE (OUT) CITY OF ARCHDALE (IN) CITY OF ARCHDALE (IN) CITY OF ARCHDALE (OUT) CITY OF ARCHDALE (OUT) CITY OF ARCHDALE (IN) CIT Y OF AR C HDALE (IN) CIT Y OF AR C HDAL E (OUT) CITY OF ARCHDALE (OUT ) CITY OF ARCHDALE (IN) CITY OF ARCHDALE (IN) CITY OF ARCHDALE (OUT) CITY OF A RCHDALE (O UT) CITY OF ARCHDALE (IN) CITY OF ARCHDALE (IN) CITY OF ARCHDALE (OUT) CITY OF ARCHDALE (OUT) CITY OF ARCHDALE (IN) CI T Y O F A RC HD AL E ( IN) CITY OF ARCHDALE (IN) CITY OF ARCHDALE (OUT) C IT Y OF AR CH DA L E (O U T ) CITY OF ARCHDALE (IN) CITY OF ARCHDALE (OUT) CITY OF ARCHDALE (OUT) CITY OF ARCHDALE (IN) CITY OF ARCHDALE (IN) CITY OF ARCHDALE (OUT) CITY OF ARCHDALE (OUT) CITY OF ARCHDALE (IN) CITY OF ARCHDALE (IN) CITY OF ARCHDALE (OUT) CITY OF ARCHDALE (OUT ) CIT Y OF ARCHDALE (IN) CITY OF ARCHDALE (IN) CITY OF ARCHDALE (OUT) CIT Y OF ARCHDALE (OUT) CITY OF ARCHDALE (IN) CITY OF ARCHDALE (IN) CITY OF ARCHDALE (OUT) CITY OF ARCHDALE (OUT) CITY OF ARCHDALE (IN) CITY OF ARCHDALE (IN) CITY OF ARCHDALE (OUT) CITY OF ARCHDALE (IN) CITY OF ARCHDALE (OUT ) CITY OF ARCHDALE (IN) CITY OF ARCHDALE (OUT) CITY OF ARCHDALE (OUT) CITY OF ARCHDALE (IN) CITY OF ARCHDALE (IN) CITY OF ARCHDALE (OUT) CITY OF ARCHDALE (OUT) CITY OF ARCHDALE (OUT) CITY OF ARCHDALE (OUT) CITY OF ARCHDALE (IN) CITY OF ARCHDALE (IN) CITY OF ARCHDALE (IN) ERVIN CECIL BOBBY CECIL BOBBY LEE CECIL TRUST ERVIN R. CECIL ERVIN CECIL BOBBY CECIL BOBBY LEE CECIL TRUST ERVIN R. CECIL DB 895 PG 600 EXISTING R/W I-85 NB BST VARIES I-85 SB BST VARIES PB 32 PG 87 DB 8099 PG 926 GREGORY D. CODY JO SEPH T. CODY DAVID B. CODY ANNIE M. CODY PB 32 PG 87 DB 2114 PG 129 FRANCES C. LAWS RUFUS F. LAWS EXISTING R/W EXISTING R/W EXISTING R/W EXISTING R/W DB 4579 PG 92 DIANE A. MEREDITH REVOCABLE TRUST FRED E. MEREDITH REVOCABLE TRUST CLIFTON H. LAMD DB 4579 PG 92 DIANE A. MEREDITH REVOCABLE TRUST FRED E. MEREDITH REVOCABLE TRUST CLIFTON H. LAMD DB 7539 PG 1894 LINDA SIKES ROBERT E. SIKES WILLIAM L. CORN DB 7669 PG 2687 LINDA SIKES ROBERT E. SIKES WILLIAM L. CORN DB 7669 PG 2687 LINDA SIKES ROBERT E. SIKES WILLIAM L. CORN DB 7669 PG 2687 LINDA SIKES ROBERT E. SIKES WILLIAM L. CORN DB 7669 PG 2687 ERVIN CECIL BOBBY CECIL BOBBY LEE CECIL TRUST ERVIN R. CECIL NANCY CECIL BOBBY L. CECIL ADAM T. MOORE RICHARD W. MOORE STEVE A. MOORE MARSHALL MOORE JASON CHI NAN S. JON LILA PHAM SIGRID E. WOODS PERRY WOODS III PARTNERS LLC COASTAL BUSINESS DB 895 PG 600 PB 140 PG 75 DB 7591 PG 477 POND DISAPPEARING STREAM 19.5' BST SR 1162 WEANT RD WD WALL 66" BK/ ERVIN CECIL BOBBY CECIL BOBBY LEE CECIL TRUST ERVIN R. CECIL DB 3363 PG 548 50' PNG PIPELINE EASEMENT DB 3342 PG 794 50' PNG PIPELINE EASEMENT 15.00' 15.00' DB 67 21 PG 2748 UTILITY EA SEMENT 15.00' EXISTING R/W EXISTING R/W INV=810.79 6"PVC 6"PVC INV=831.16 ARV TOP 12"DI Elv. 841.49 E 1723379.1039 N 791910.2760 TH 1 TOP 12"PVC Elv. 838.05 E 1723700.6616 N 791828.7448 TH 3 TOP 12"DI Elv. 833.72 E 1723798.4678 N 791696.2746 TH 4 TOP 14"DI Elv. 833.31 E 1723751.6163 N 791717.8226 TH 5 16"DI 16"DI 16"DI 16"DI 16"DI 16"DI CARPORT CARPORT CARPORT G 12" CPP CARPORT HILLTOP HOLDING III LLC BARRY HELSABECK HELSABECK, & DEBRA COLTRANE COLTRANE, CLAUDIA MARSH LILA PHAM LILA PHAMPB 32 PG 87 DB 8190 PG 1180 PB 32 PG 87 DB 8190 PG 1180 LILA PHAM LILA PHAM LILA PHAM THATBOTHERSME LLC KIMBERLY J. COX WILLIAM L. CORN LORRAINE SHACKELFORD-GIDDENS CHARLES A. SHACKELFORD CHARLES A. SHACKELFORD LORRAINE SHACKELFORD-GIDDENS JOHN C. SHACKELFORD MONICA SUE-JUNG JON OF JON JIBUM JON AND TRUSTEE FOR THE BENEFIT NAN SOON JON, THATBOTHERSME LLC KIMBERLY J. COX W ILLIAM L. CORN THATBOTHERSME LLC KIMBERLY J. COX WILLIAM L. CORN f/b/o BOBBY LEE CECIL THOMAS N. HUFF TRUST ERVIN RAY CECIL, TRUSTEE OF DB 8237 PG 1166 f/b/o BOBBY LEE CECIL THOMAS N. HUFF TRUST ERVIN RAY CECIL, TRUSTEE OF DB 8237 PG 1171 HOSPITALTY LLC LIBERTY STREET PB 119 PG 47 DB 8184 PG 2594 PB 119 PG 47 DB 8184 PG 2594 HOSPITALTY LLC LIBERTY STREET GR POND COUNTY GUILFORD PB 44 PG 99 DB 2500 PG 617 FOR FUTURE USE UNDEVELOPED STREET PB 44 PG 99 DB 7837 PG 242 W 12" RCP BM5 BM1 BM2 BM3 PI Sta 14+46.52 D L = 282.75' T = 141.43' R = 4,000.00' PI Sta 16+74.87 D L = 173.88' T = 87.04' R = 1,500.00' PI Sta 20+09.86 D L = 493.52' T = 248.14' R = 1,909.86' PIs Sta 43+38.41 F Ls = 200.00' LT = 133.34' ST = 66.67' PI Sta 47+33.72 D L = 654.43'T = 328.65'R = 2,864.79' PIs Sta 51+26.18 F Ls = 200.00'LT = 133.34'ST = 66.67' PI Sta 81+44.16 D L = 333.54'T = 166.77'R = 20,000.00' 80+00 75+ 00 70+00 65+00 60+00 55+00 50+00 45+0040+0035+0030+0025+00 20+00 15+00 - L- P O T Sta. 10 + 0 0.0 0 - L- P C Sta. 13 + 0 5.0 9 - L- P C C Sta. 15 + 8 7.8 4 - L- P C C St a. 17 + 6 1.7 2 - L- P T S ta. 2 2 + 5 5 .2 3 - L- T S S ta . 4 2 + 0 5 .07 - L- S C S ta . 44+0 5.0 7 -L- C S Sta. 50+59.50 - L- ST Sta. 52+59.50 - L- PC Sta. 79+ 77.39 - L- PT Sta. 83 +10.92 PI Sta 19+93.67 D L = 543.07' T = 349.12' R = 340.00' PI Sta 30+69.28 D L = 550.58' T = 356.93' R = 340.00' PI Sta 12+38.60 D L = 34.65'T = 17.33'R = 1,000.00' PI Sta 11+61.25 D L = 186.80'T = 93.62'R = 1,100.00' PI Sta 13+67.89 D L = 225.22'T = 113.46'R = 750.00' -Y7- PC S ta. 12+21.28 -Y7- PT Sta. 12+55.93 -Y7- POT Sta. 16+42.05 -Y8- PCC Sta. 12+54.43 - Y8- P T Sta. 14 + 79.65 15+00 PI Sta 16+16.14 D L = 543.50'T = 273.88'R = 1,780.00' 25 +00 -Y6- PT Sta. 18+85.76 -Y6- PC Sta. 27+88.53 20+00 PI Sta 12+32.26 D L = 153.60'T = 77.01'R = 850.00' P I Sta 19+50.55 D L = 519.16'T = 325.41'R = 340.00' - Y9- P T Sta. 21+44.3 1 -Y9- PC Sta. 16+25.15 -Y9- PT Sta. 13+08.85 - Y9- PC Sta. 11+55.25 PI Sta 12+99.39 D L = 250.04'T = 126.16'R = 760.00' PI Sta 20+09.86 D L = 493.52' T = 248.14' R = 1,909.86'-L- -L- PI Sta 47+33.72 D L = 654.43' T = 328.65' R = 2,864.79' -L- -Y3- -Y3- -L- -Y5- -Y6- -Y9- -RAB2- -Y6- -Y7- -L- -Y8- -Y9- -Y9- Sta. 10+00.00 -L- Sta. 70+80.49= -Y8- Sta. 17+ 60.19 -L- Sta. 70+80.51= -Y6- Sta. 10+00.00 -L- Sta. 63+61.18= -Y5- Sta. 17+41.21 -Y6- Sta. 19+50.00= -Y 9- Sta. 26+42.94 -Y6- Sta. 20+81.50= -Y9- Sta. 25+72.94 -RAB2- POC Sta. 13+30.62= PI Sta 16+16.14 D L = 543.50'T = 273.88'R = 1,780.00' -Y5- PC Sta. 16+11.24-Y5- PT Sta. 17+23.24 -Y5- PT Sta. 14+23.28 -Y5- PC Sta. 11+73.23 -Y5- POT Sta. 10+00.00 1 5 + 0 0 PI Sta 16+73.94 D L = 112.00'T = 62.70'R = 100.00' PI Sta 11+70.01 D L = 286.17'T = 155.02'R = 300.00' PI Sta 15+57.07 D L = 114.12'T = 57.09'R = 1,450.00' - R P C - P OT S t a . 15 + 3 4 .6 5 - R P C - P T S t a . 13 + 0 1. 15 -R PC- Sta. 10+00.00 -L- Sta. 59+73.71= -RPD- Sta. 17+73.21 -L- Sta. 59+66.27= -RPC- -R PD - -RPA- -RPB - - RPD- PT Sta. 16+14.10 - RP D- P CC Sta. 14 +99.98 - RP D- P OT Sta. 10+00.00 - RP D- P C Sta. 11+00.00 15+00 15+00 -RPB - PC Sta. 11+32.54 - RPB- PT Sta. 12 +2 4.17 - RPB- P OT Sta. 12 +4 5.0 3 PI Sta 11+78.37 D L = 91.63'T = 45.83'R = 1,500.00' PI Sta 14+51.69 D L = 521.36'T = 262.01'R = 2,112.00' - R P A - P C S t a . 19 + 0 0 .19 - R P A- P T S t a . 17 + 11. 0 3 - R P A- P C C Sta. 11 + 8 9.6 7 - R P A- P C Sta. 10 + 0 0.0 0 -R AB 2- PT 14+39.82 -RAB2- PC Sta. 10+00.00= -Y 6- Sta. 20+11.50= -RAB 2- PO C Sta. 12+19.91 -Y6- Sta. 21+51.50= PI Sta 20+30.75 D L = 240.64'T = 130.56'R = 250.00' -RPA- Sta. 21+81.34 -L- Sta. 49+84.40= 20+00 15+00 -Y7- Sta. 10+00.00 -L- Sta. 67+96.03= Runoff = 126' e = 0.060 Runoff = 126' e = 0.060 R unoff = 120' e = 0.055 e = 0.055 e = 0.045 Runoff = 120' e = 0.060 Runoff = 120' -L- -L- -L- -L- -RP B- e = Transition to exist. -RPD- -RPA- 65+00 70+ 00 70+00 -RPC- -Y6- -RP D- -Y8- -L- -Y9- R unoff = 115.5' Runoff = 115.5' -Y9- -RAB2- 15 + 00 20+0025+00 30+00 10+ 0 0 -Y3- POT Sta. 10+00.00 -Y3- PC Sta. 16+44.55 - Y3 - P T S ta. 2 1+8 7.62 - Y3 - P C Sta . 27+12 .3 5 -Y3- PT Sta. 32+62.94 e = 0.03 e = 0.03 e = Transition to exist. R unoff = 112.5' PI Sta 10+70.75 D L = 110.71'T = 70.75'R = 70.00' PI Sta 11+79.96 D L = 109.21'T = 69.25'R = 70.00' PI Sta 12+90.67 D L = 110.71'T = 70.75'R = 70.00' PI Sta 13+99.87 D L = 109.21'T = 69.25'R = 70.00' PI Sta 10+50.77 D L = 32.48' T = 16.38' R = 100.00' -DR1- POT Sta. 11+50.00 -DR1- Sta. 10+00.00 -Y3- Sta. 35+36.09 -L- Sta. 38+38.23= -SR1- Sta. 10+00.00 -L- Sta. 42+13.75= -SR1- POT Sta. 12+50.00 -DR1- -RPA - PT Sta. 21+40.83 -Y3- -Y3- -RPA- 15+00 - Y7- - Y5 - 15+ 00 e = Transition to exist. e = .05R unoff = 140' e = Transition to exist. e = Transition to exist. e = T ransition to exist. - Y5 - - Y6- 3 5+0 0 - Y3 - 15+ 00 - Y9- 15+ 00 - Y7- 20 + 00 - Y6- 25+00 -Y9- PI Sta 30+69.28 D L = 550.58' T = 356.93' R = 340.00' e = 0.060 Runoff = 120' e = T ransition to exist. - Y6- PC Sta. 13+42.2 6 -DR1- PC Sta. 10+34.39 -DR1- PT Sta. 10+66.87 -RPB - Sta. 10+00.00 -L- Sta. 49+80.30= -RPC- PC Sta. 10+14.99 10+00 - D R 1- - S R 1- -L- - Y7- SEE SH EET 5 M A TC H LIN E - L- STA. 3 2 + 0 0 .0 0 SEE SH EET 4 M ATC H LIN E - L- STA . 3 2 + 0 0 .0 0 SEE SH EET 5 M ATCH LIN E -L- STA. 4 5+ 0 0 .0 0 SEE SHEET 6 MATCHLINE -L- STA. 58+ 00.00 SEE SHEET 7 MATCHLINE -L- STA. 70+ 00.00 S E E S H E E T 6 M A T C H LI N E - R P A- S T A. 1 4 + 0 0. 0 0 S EE SHEET 7 M ATCHLI NE - RP D- S TA. 1 5 + 5 0.0 0 S E E S H E E T 5 M A TC H LI N E - Y3 - S T A. 2 8 + 0 0 . 0 0 SEE SH EET 11 M ATC H LIN E - Y6- STA. 15+ 00.00 SEE SHEET 11 MATCHLINE -Y9- STA. 13+75.00 SEE SHEET 8 MATCHLINE -Y9- STA. 13+75.00 S EE SHEET 1 0 M ATCHLINE - RP D- S TA. 1 5 + 5 0.0 0 S EE S H E ET 9 M A TC H LI N E - Y 3 - S TA. 2 8 + 0 0 . 0 0 SEE SHEET 6 MATC HLIN E - L- STA. 4 5 + 0 0 .00 SEE SHEET 7 MATCHLIN E -L- STA. 58+ 00.00 SEE SHEET 8 MATCHLINE -L- STA. 70+ 00.00 SEE SH EET 7 M A TCH LIN E - Y 6- STA. 15+00. 00 S E E S H E E T 1 0 M A T C H LI N E - R P A- S T A. 1 4 + 0 0. 0 0 Dresden Rd D resd en R d K e r s e y V a lle y R d Jackson Lake Rd B lu e w o o d C t W e a n t R d W at e r b u r y D r Staffordshire Dr S R # 1 1 5 4 Checker Rd A ld r id g e R d B u x e n b u r y D r S e c h re s t C ir Kersey Valley Rd L ei g ht o n Dr Greenhaven Dr L o n g v ie w D r E Springfield Rd Dresen Rd M o r r is S t L o n g v ie w D r Rd Burton R d A l d r i d g e Brookdale Dr . 0 6 .12 . 2 1 .4 4 .1 3 .11 . 0 8 . 0 6 . 5 4 . 1 7 .31 .14 .15 .21 .01 . 2 1 .2 0. 2 7 . 1 9 .28 . 0 9 1.17 1165 1164 4013 4012 1154 1292 1299 1148 1265 1273 1276 1274 1162 4014 1156 1156 1158 1163 610 . 6 7 .87 .15 .2 3 .15 . 0 9 972 Ct W in dcree k 85 113 RdChecker.22 .12 A v e L a k e vi e w A r c h d a l e C L .68 .15 . 0 4 . 14 . 1 0 . 0 5 62 H I G H P O I N T C L 74 Wetlands WJ Wetland WL Wetland WL Wetland WP Wetland WH Wetland WE (remarked WP) Wetland WI Wetland WA Stream SA Stream SA Stream SE Stream SH Stream SH Stream SG Stream SI Stream SK Stream SI Wetland WG Stream SI Strea m SO Stream SQ 101 105 106 110 113 114 115 120 125 130 131 132 135 140 143 144 145 150 153 154 155 159 160 165 166 170 175 179 180 185 190 192 193 195 200 202 205 210 212 215 220 225 226 230 235 240 245 248 249 250 255 257 260 265 270 274 275 280 285 288 298 300 301 304 305 310 315 320 325 330 335 340 345 350 354 WA2WA1=WA11 WA10 WA9 WA8 WA7 WA6 WA5 WJ4 WJ1 WJ6 WJ5 WL1A=WL1 WL2 WL3 WL4 WL4A WL3A WL2 A WL7 WL8 WL9 WL21A WL10 WP1=WP14 WP2 WP3 WP4 WP5 WP6 WP7 WP8 WP9 WP10 WP11 WP12 WP13 WE7 WE6 WH1.5 WG7 WG1 WG6 WG5 WG2 WH10 WH1=WH11 WH9WH8 WH7 WH2 WH3 WH6WH5 WH4 WE5 WE8 WE9 WE10 WE2 WE3 WE4 WPA1 WPA2 WPA3 WPA4 WPA5 WPA6 WPA7 LOOK_WR3 LOOK_WJ5A WJ34A WJ33A WJ2A WJ32A WJ3A WJ7A WJ31A WJ8AWJ30A WJ9A WJ4A WJ6A WJ10A WJ29A WJ28A WJ11A WJ12A WJ27A WJ26A WJ25A WJ16A WJ15A WJ14A WJ13A WJ17A WJ24A WJ23A WJ18A WJ22A WJ21A WJ20A WR5 WR4 WR1 WR2 WQ4 WQ3 WQ7 WQ8 WQ2 WE1=WE11 WA3 WA4 266 355 360 365 370 375 380 WI2 381= 382 383 384 385 386 387 388 389 390 391 POND B POND C POND D WPB1 WPB2 WPB3 WPB4 WQ1=WQ9213= WJ19A WJ2=WJ1A WJ3=WJ35A WI18 WI17 WI16 WI15 WI14 WI5 WI6 WI3= WI4 WI1 WI2 WI7 WI8 WI9 WI10 WI12 WI11 WI13 WQ6 WQ5 Wetland WQ Stream SQ WS1 WS2 WS3 WS4 WS5 WS6 WS7 WS8 WS9 WS10 WS11 Wetland WS Wetland WF WF22 WF21WF20 WF19 WF18WF17 WF2 WF4 WF5 WF7 WF8 WF9 WF10 WF11 WG3 WG4 WI5 WI6 WI7 WI1A WI2A WK2WK3 WK4 WK5 WK6 WK7 WK8 WK1A WK2A WK3A WK4A WL5 WL6 WL5A WL6A WL7A WL8A WL9A WL10A WL11A WL12A WL13A WL14A WL15A WL16A WL17A WL18A WL19A WL20A WM2 WM3 WM4 WM5 WN1=WN7 WN2 WN3 WN4 WN5 WN6 WO1=WO10 WO2 WO3 WO4 WO5 WO6 WO7 WO8WO9 WB1=27 WB2 WB3 WB4 WB5 WB6 WB7 WB8 WB9 WB10 WB11 WB12 WB13 WB14 WB15 WB16 WB17 WB18 WB19 WB20 WB21 WB22 WB23 WB24 WB25 WB26 WC2 WC3 WC4 WC5 WC6 WC7 WC8=SH18 WC9 WC10 WC11 WC12 WC13 WC14 WC16=SI1 WD1=SI11A WD2 WD3 WD4 WD5 WD6 WD7 WD8 WF12 WF13 WF14 WF15 WF16WF23 WF24 WF25 WF26 WF27=WF2 WT1=7WT2WT3 WT4 WT5 WT6 WU1=SR1=WU6 WU2 WU3 WU4 WU5 WO WN WM WT WB WC WD WK N A D 8 3 /N A 2 0 1 1 N AD 83 / NA 2011 NAD 83 / NA 2011 NAD 83 / NA 2011 N AD 83 / NA 2011 NAD 83 / N A 20 11 NAD 83 / NA 2011 NAD 83 / NA 2 0 11 N AD 8 3 / N A 2 011 N AD 8 3 / N A 2011 N AD 83 / N A 2 0 11 N AD 83 / N A 2 0 11 N AD 8 3 / N A 20 11 N AD 83 / N A 20 11 N AD 8 3 / N A 2011 SHEET 1 OF 13 BUFFER DRAWING SITE 1 SITE 3 SITE 6 SITE 2 SITE 4 SITE 5 SITE 7 SITE 8 GRAPHIC SCALE 0'50'100'150'50' SHEET 2 OF 13 BUFFER DRAWING S E E S H E E T 5 M A T C H LI N E - L- S T A . 3 2 + 0 0 . 0 0 4 (LIBERTY RD) -L- NC 62 2040 ADT 2018 ADT 500 500 500 500 800 1000 5100 6600 10700 13600 6800 8100 5800 7000 2500 2500 FAIRFIELD RD. (SR 1300/NC610) ALDRIDGE RD. (SR 4012) OTHERWISE MATCH EXISTING. FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL; 2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING. FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL 1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH NOTES: FOR R/W PLAN, SEE SHEET NO. 2B-1 FOR -L- PROFILE, SEE SHEET NO. 12 R E V IS I O N S ROADWAY DESIGN ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 2 7 - S E P - 2 0 2 1 11: 5 7 N : \ N C H y d r o \ M 1 7 0 3 5 _ U - 6 0 1 8 \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ U - 6 0 1 8 _ H y d _ p r m _ b u f _ p s h 0 4 . d g n k e d g e r t o n A T M I E N G 0 1 1 1 2 0 1 7 8 / 1 7 / 9 9 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED U-6018 Phone: 919-872-5115 Raleigh, North Carolina 27609 5808 Faringdon Place www.rameykemp.com NC License No. C-0910 v v W/LT SWD 36" CO N C 60" CONC BST 12 ' GR W O O D S CA RP O RTCON C B S T15" RCP 12" R CP 96" B ST TOP=829.25 INV=823.89 INV=825.17TOP=831.80 1S B L K B U S 8"PVC 8 "P V C 8 " P V C 8"PVC 8"PVC IN V = 8 13 . 5 9 I N V = 8 13 . 7 7 T O P = 8 2 3 . 8 0 TOP=826 .64 SIG SIG W O O D S W O O D S WO O D S 1SBKD 48" CONC 1 8' C O N C 12" RCP GR 3 6 "C H L G A T E S 2 - M T L BRIDGEWD PATIOCOVERED W/LT 60"CONC 3 6 "C O N C 42"CONC GR GR BST CAPS 9-TANK U / M T L C A N O P Y 1- IS L 2 - G A S P U M P S C ON C 1SBKBUS CONC CAP VENT S MTL LT 15 " R C P 12" H DPE VAR .HT WD WALL GR GR W/LT DI BURI E D 15" RCP 12" RCP BST BST 1SBKBUS W/LT C O N C CO N C H WW/LT 4 8 "WW W/ L T C ARP ORT 11' GR 36"C O NC B AS E ME NT 1S B K D W/ B K W P OS T L A MP W W/LT BST 10 ' B S T 9 ' B S T CO N C 54"C O N C 2S B K D 48" C O N C G 4 2 " B K W A L L V A R . H T W D W A L L 5 4 "W W & 1S B W 5 4 "W W & 1S B W 54"WW & 1SBW 34"CONC SI G CONC HW CONC HW 15 " R C P TOP=826.90 T O P = 8 2 6. 7 7 T O P = 8 2 5 . 6 7 T O P = 8 2 5 . 6 6 10 ' B S T ABAND B I L L B O A R D S 15" RCP 5 4 "WW & 1S B W 7 2 " S OIL 11' GR 18 " R C P W/LT 15" RCP GR 9 ' G R S C A T T E R E D T R E E S WOODS STEPS STONE 11' B S T 12" HDPE HW CONC HW CONC G A T E M T L NO ACCESS BST S R 4 0 12 ALD R ID GE R D 2 4 .5 ' B S T NC 6 10 S R 13 0 0 E F AI R FI E L D R D B S T VARI E S 6" CU RB6" CU RB 6" CURB C O N C IS L CONC ISL NC 62 LIBERTY RD 24' BST NC 62 LIBERTY RD 23' BST M O R R IS S T BL-15 U6018-GPS7 EIP BENT EIP EIP E IP EIP CONC CONC CONC CONC CONC EIP EIP CHRISTINA T. SMITH SAFINA RASHID KHALID RASHID LIN D A A. TERRELL LINDA A. TERRELL MITZIE M. McCULLOUGH NANCY CECIL BOBBY L. CECIL NANCY CECIL BOBBY L. CECIL ERVIN CECIL BOBBY CECIL BOBBY LEE CECIL TRUST ERVIN R. CECIL ERVIN CECIL BOBBY CECIL BOBBY LEE CECIL TRUST ERVIN R. CECIL 100.00'E X I S T I N G R / W E X I S T I N G R / W 6 0 . 0 0 ' EXISTING R/W EXISTING R/W 5 0 .0 0 ' E XISTI N G R/ W R/ W E XISTI N G EXISTING R/W 6 0 . 0 0 ' R /W VARIABLE R / W P R IV A T E E X IS T IN G E X IS T IN G P R IV A T E R / W 8 " D I BK 30" C L I N V = 8 1 5. 9 0 CL INV=815.47 C L I N V = 8 17 . 7 0 C L I N V = 8 19 . 17 SIGS S R 4 0 1 2 A L D R I D G E R D B S T V A R I E S GR H H H H HH HH 4"PL 4"PL 4" PL 4"PL IN C O N D UIT SERVICE ABAND 12"DI 12"DI 12"DIIN CONDUIT CONDUITIN H H A C C E S S G R O U N D A B O V E PLUG 6"DI AATUR 6"DI AATUR 9-MTW MTW MTW 5- M T W MTW MTW MT W M T W C IT Y O F A R C H D A L E (IN ) CIT Y OF A R C H D A L E (I N) CI T Y OF A R C H D A L E ( O U T) C IT Y O F A R C H D A L E ( O U T ) C IT Y O F A R C H D A L E ( IN ) ERVIN CECIL BOBBY CECIL BOBBY LEE CECIL TRUST ERVIN R. CECIL EXISTING R/W 166 170 175 179 180 185 190 192 WPA1 WPA2 WPA3 WPA4 WPA5 WPA6 WPA7 WI2 381= 382 383 384 385 386 WPB1 WPB2 WPB3 WPB4 WI18 WI17 WI16 WI15 WI14 WI5 WI6 WI3= WI4 WI1 WI2 WI7 WI8 WI9 WI10 WI12 WI11 WI13 WI5 WI6 WI7 WI1A WI2A PI Sta 20+09.86 D L = 493.52' T = 248.14' R = 1,909.86' 30+0025+00 20+00 - L - P T S t a . 2 2 + 5 5 .2 3 -L- -L- 1 1 2 2 PUE DUE 15" 15" CB CB CB CB STA 29+00-31+20 -L- Lt SPECIAL BACK OF CURB CUT SEE DETAIL 'F' STA 27+00-31+00 -L- Rt SPECIAL BACK OF CURB CUT SEE DETAIL 'F' & HEADWALLS REMOVE EX. 18" REMOVE REMOVE 7SY GEOTEXTILE EST 2 TONS CL B RIP RAP 5SY GEOTEXTILE EST 1 TONS CL B RIP RAP 15" RCP-IV BANKS ONLY CL B RIP RAP SEE DETAIL 'B' 4:14: 1 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) FROM STA. 27+00 TO STA. 31+00 -L- Rt FROM STA. 29+00 TO STA. 31+20 -L- Lt DETAIL 'F' GROUND NATURAL STA 31+00-31+18 -L- Rt SPECIAL BACK OF CURB CUT SEE DETAIL 'T' DEPTH MIN CB DEPTH MIN CB 5SY GEOTEXTILE EST 1 TONS CL B RIP RAP 15" RCP-IV 15" RCP-IV 15" RCP-IV 4:14: 1 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) EST. 7 TON, 19SY GEOTEXTILE FROM -L- STA. 31+00 TO STA. 31+18 RT DETAIL 'T' GROUND NATURAL Geotextile d Type of Liner= CL B Rip-Rap Max. d=1 Ft. 11SY GEOTEXTILE EST 4 TONS CL B RIP RAP ( Not to Scale) PIPE OUTLET CHANNEL DETAIL 'B' DDE=3 CY STA. 31+18 -L- Rt Ground Natural Ground Natural (Variable) CHANNEL BED Est.= 4 Tons Cl B Rip-Rap, 11 SY Geotextile d= 1.0Ft. Length= 10.0Ft. EXI STI N G BAN K EXISTING BANKMIN. 2:1 TO TIE MI N. 2: 1 TO TI E d Geotextile N A D 8 3 / N A 2 0 11 F F F F 2 4 " R C P - IV ALLOWABLE IMPACTS ZONE 2 ALLOWABLE IMPACTS ZONE 1 SITE '1' SHEET 3 OF 13 BUFFER DRAWING GRAPHIC SCALE 0'50'100'150'50' S E E S H E E T 5 M A T C H LI N E - L- S T A . 3 2 + 0 0 . 0 0 4 (LIBERTY RD) -L- NC 62 2040 ADT 2018 ADT 500 500 500 500 800 1000 5100 6600 10700 13600 6800 8100 5800 7000 2500 2500 FAIRFIELD RD. (SR 1300/NC610) ALDRIDGE RD. (SR 4012) OTHERWISE MATCH EXISTING. FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL; 2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING. FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL 1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH NOTES: FOR R/W PLAN, SEE SHEET NO. 2B-1 FOR -L- PROFILE, SEE SHEET NO. 12 R E V IS I O N S ROADWAY DESIGN ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 2 7 - S E P - 2 0 2 1 11: 5 7 N : \ N C H y d r o \ M 1 7 0 3 5 _ U - 6 0 1 8 \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ U - 6 0 1 8 _ H y d _ p r m _ b u f _ p s h 0 4 _ c o n . d g n k e d g e r t o n A T M I E N G 0 1 1 1 2 0 1 7 8 / 1 7 / 9 9 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED U-6018 Phone: 919-872-5115 Raleigh, North Carolina 27609 5808 Faringdon Place www.rameykemp.com NC License No. C-0910 v v W/LT SWD 36" CO N C 60" CONC BST 12 ' GR W O O D S CA RP O RTCON C B S T15" RCP 12" R CP 96" B ST TOP=829.25 INV=823.89 INV=825.17TOP=831.80 1S B L K B U S 8"PVC 8 "P V C 8 " P V C 8"PVC 8"PVC IN V = 8 13 . 5 9 I N V = 8 13 . 7 7 T O P = 8 2 3 . 8 0 TOP=826 .64 SIG SIG W O O D S W O O D S WO O D S 1SBKD 48" CONC 1 8' C O N C 12" RCP GR 3 6 "C H L G A T E S 2 - M T L BRIDGEWD PATIOCOVERED W/LT 60"CONC 3 6 "C O N C 42"CONC GR GR BST CAPS 9-TANK U / M T L C A N O P Y 1- IS L 2 - G A S P U M P S C ON C 1SBKBUS CONC CAP VENT S MTL LT 15 " R C P 12" H DPE VAR .HT WD WALL GR GR W/LT DI BURI E D 15" RCP 12" RCP BST BST 1SBKBUS W/LT C O N C CO N C H WW/LT 4 8 "WW W/ L T C ARP ORT 11' GR 36"C O NC B AS E ME NT 1S B K D W/ B K W P OS T L A MP W W/LT BST 10 ' B S T 9 ' B S T CO N C 54"C O N C 2S B K D 48" C O N C G 4 2 " B K W A L L V A R . H T W D W A L L 5 4 "W W & 1S B W 5 4 "W W & 1S B W 54"WW & 1SBW 34"CONC SI G CONC HW CONC HW 15 " R C P TOP=826.90 T O P = 8 2 6. 7 7 T O P = 8 2 5 . 6 7 T O P = 8 2 5 . 6 6 10 ' B S T ABAND B I L L B O A R D S 15" RCP 5 4 "WW & 1S B W 7 2 " S OIL 11' GR 18 " R C P W/LT 15" RCP GR 9 ' G R S C A T T E R E D T R E E S WOODS STEPS STONE 11' B S T 12" HDPE HW CONC HW CONC G A T E M T L NO ACCESS BST S R 4 0 12 ALD R ID GE R D 2 4 .5 ' B S T NC 6 10 S R 13 0 0 E F AI R FI E L D R D B S T VARI E S 6" CU RB6" CU RB 6" CURB C O N C IS L CONC ISL NC 62 LIBERTY RD 24' BST NC 62 LIBERTY RD 23' BST M O R R IS S T BL-15 U6018-GPS7 EIP BENT EIP EIP E IP EIP CONC CONC CONC CONC CONC EIP EIP CHRISTINA T. SMITH SAFINA RASHID KHALID RASHID LIN D A A. TERRELL LINDA A. TERRELL MITZIE M. McCULLOUGH NANCY CECIL BOBBY L. CECIL NANCY CECIL BOBBY L. CECIL ERVIN CECIL BOBBY CECIL BOBBY LEE CECIL TRUST ERVIN R. CECIL ERVIN CECIL BOBBY CECIL BOBBY LEE CECIL TRUST ERVIN R. CECIL 100.00'E X I S T I N G R / W E X I S T I N G R / W 6 0 . 0 0 ' EXISTING R/W EXISTING R/W 5 0 .0 0 ' E XISTI N G R/ W R/ W E XISTI N G EXISTING R/W 6 0 . 0 0 ' R /W VARIABLE R / W P R IV A T E E X IS T IN G E X IS T IN G P R IV A T E R / W 8 " D I BK 30" C L I N V = 8 1 5. 9 0 CL INV=815.47 C L I N V = 8 17 . 7 0 C L I N V = 8 19 . 17 SIGS S R 4 0 1 2 A L D R I D G E R D B S T V A R I E S GR H H H H HH HH 4"PL 4"PL 4" PL 4"PL IN C O N D UIT SERVICE ABAND 12"DI 12"DI 12"DIIN CONDUIT CONDUITIN H H A C C E S S G R O U N D A B O V E PLUG 6"DI AATUR 6"DI AATUR 9-MTW MTW MTW 5- M T W MTW MTW MT W M T W C IT Y O F A R C H D A L E (IN ) CIT Y OF A R C H D A L E (I N) CI T Y OF A R C H D A L E ( O U T) C IT Y O F A R C H D A L E ( O U T ) C IT Y O F A R C H D A L E ( IN ) ERVIN CECIL BOBBY CECIL BOBBY LEE CECIL TRUST ERVIN R. CECIL EXISTING R/W 166 170 175 179 180 185 190 192 WPA1 WPA2 WPA3 WPA4 WPA5 WPA6 WPA7 WI2 381= 382 383 384 385 386 WPB1 WPB2 WPB3 WPB4 WI18 WI17 WI16 WI15 WI14 WI5 WI6 WI3= WI4 WI1 WI2 WI7 WI8 WI9 WI10 WI12 WI11 WI13 WI5 WI6 WI7 WI1A WI2A PI Sta 20+09.86 D L = 493.52' T = 248.14' R = 1,909.86' 30+0025+00 20+00 - L - P T S t a . 2 2 + 5 5 .2 3 -L- -L- 1 1 2 2 PUE DUE E X. E X. . 0 2 . 0 1 . 0 2 15" 15" CB CB CB CB STA 29+00-31+20 -L- Lt SPECIAL BACK OF CURB CUT SEE DETAIL 'F' STA 27+00-31+00 -L- Rt SPECIAL BACK OF CURB CUT SEE DETAIL 'F' & HEADWALLS REMOVE EX. 18" REMOVE REMOVE 7SY GEOTEXTILE EST 2 TONS CL B RIP RAP 5SY GEOTEXTILE EST 1 TONS CL B RIP RAP 15" RCP-IV BANKS ONLY CL B RIP RAP SEE DETAIL 'B' 4:14: 1 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) FROM STA. 27+00 TO STA. 31+00 -L- Rt FROM STA. 29+00 TO STA. 31+20 -L- Lt DETAIL 'F' GROUND NATURAL STA 31+00-31+18 -L- Rt SPECIAL BACK OF CURB CUT SEE DETAIL 'T' DEPTH MIN CB DEPTH MIN CB 5SY GEOTEXTILE EST 1 TONS CL B RIP RAP 15" RCP-IV 15" RCP-IV 15" RCP-IV 4:14: 1 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) EST. 7 TON, 19SY GEOTEXTILE FROM -L- STA. 31+00 TO STA. 31+18 RT DETAIL 'T' GROUND NATURAL Geotextile d Type of Liner= CL B Rip-Rap Max. d=1 Ft. 11SY GEOTEXTILE EST 4 TONS CL B RIP RAP ( Not to Scale) PIPE OUTLET CHANNEL DETAIL 'B' DDE=3 CY STA. 31+18 -L- Rt Ground Natural Ground Natural (Variable) CHANNEL BED Est.= 4 Tons Cl B Rip-Rap, 11 SY Geotextile d= 1.0Ft. Length= 10.0Ft. EXI STI N G BAN K EXISTING BANKMIN. 2:1 TO TIE MI N. 2: 1 TO TI E d 8 0 0 8 0 5 8 0 5 8 0 5 805 8 0 5 8 0 5 8 0 5 8 0 5 805 805 8 1 0 810 810 8 1 0 810 8 1 0 8 10 810 8 1 0810 8 10 8 10 810 810 8 15 8 15 815 815 815 8 1 5 815 815 815 815 815 8 15 815 815 8 1 5 815 815 8 15 815 8 15 8 2 0 820 8 2 0 820 820 820 820 8 2 0 820 820 820 820 820 8 2 0 8 2 0 8 2 0 820 8 2 0 8 2 0 8 2 0 8 2 0 820 820 8 2 0 8 2 0 8 2 0 820 8 2 0 8 2 5 825 825 8 2 5 8 2 5 825 825 825 825 825 825 825 825 8 2 5 825 8 2 5 8 2 5 825 825825 8 2 5 8 2 5 8 2 5 825 825 825 8 2 5 8 2 5 8 2 5 8 2 5 8 2 5 8 2 5 8 2 5 8258 2 5 8 2 5 8 2 5 8 2 5 8 2 5825 8 2 5 825 825 8 2 5 825825 825 825 8 3 0 830 8 3 0 830 8 3 0 830 8 3 0 830 830 830 8 3 0 8 3 0 8 3 0 8 3 0 8 3 0 830 830 8 3 0 8 3 0 8 3 0 830 830 8 3 0 8 3 0 8 3 0 830 830 8 3 0 830 8 3 0 830 8 3 0 8 3 0 830 830 830 8 3 0 8 3 0 8 3 0 830 830 830 8308 3 0 8 3 0 8 3 0 8 3 0 830 830 830 830 830 835 835 835 8 3 5 8 35 8 3 5 8 3 5 8 3 5 8 3 5 8 3 5 8 3 5 8 3 5 835 8 3 5835 8 3 5 835 835 8 35 835 835 835 8 3 5 835 835 8 3 5 835 835 8 3 5 8 35 8 4 0 840 8 4 0 8 4 0 8 4 0 840 840 8 4 0 8 4 0 840 Geotextile N A D 8 3 / N A 2 0 11 F F F F 2 4 " R C P - IV ALLOWABLE IMPACTS ZONE 2 ALLOWABLE IMPACTS ZONE 1 SITE '1' GRAPHIC SCALE 0'50'100'150'50' SHEET 4 OF 13 BUFFER DRAWING S E E S H E E T 5 M A T C H L I N E - L - S T A. 4 5 + 0 0 . 0 0 6 S E E S H E E T 10 M A T C H LI N E - RP A- S T A. 14+ 00.00 45+00 PAVEMENT REMOVAL (LIBERTY RD) -L- NC 62 I-85 73000 90100 2040 ADT 2018 ADT 5400 6100 1500 1800 2700 2900 3400 3600 10500 11200 11300 12600 68400 85100 S E E S H E E T 7 M A T C H LI N E - L- S T A . 5 8 + 0 0 . 0 0 FOR -L- PROFILE, SEE SHEET NO. 13 FOR -RPA- PROFILE, SEE SHEET NO. 17 FOR -RPB- PROFILE, SEE SHEET NO. 17 EXISTING SIGNAL FOR R/W PLAN, SEE SHEET NO. 2B-3 R E V IS I O N S ROADWAY DESIGN ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 2 7 - S E P - 2 0 2 1 11: 5 7 N : \ N C H y d r o \ M 1 7 0 3 5 _ U - 6 0 1 8 \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ U - 6 0 1 8 _ H y d _ p r m _ b u f _ p s h 0 6 . d g n k e d g e r t o n A T M I E N G 0 1 1 1 2 0 1 7 8 / 1 7 / 9 9 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED U-6018 Phone: 919-872-5115 Raleigh, North Carolina 27609 5808 Faringdon Place www.rameykemp.com NC License No. C-0910 OTHERWISE MATCH EXISTING. FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL; 2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING. FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL 1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH NOTES: MT L MTL MTL MTL 48"CHL WO O D S W OODS 4 8 "C HL 48"CHL 48"CHL WOODS WOODS RAP RIP WOODS WOODS 48"CHL 48"CHL 4 8 "C HL BRUSH SIG W/SIG MTL MTL 15" RCP 15 " C M P 15" H D P E DI DI DI DI DI 48"WW 48"WW CONC DEBRIS COVERED W/ POSSIBLE DI L T GR GR WOODS WOODS WOODS BRUSH B R U S H CONSTRUCTIONUNDER SIG B R U S H WOODS O N P O L E W/C A B IN E T WO O D S W O O D S B R U S H W / CA B IN E T CA M E RA PO L E G R B R U SH GR G R GR GR MT L MTL MTL 15" RCP 15 " R C P CONC CONC LT O VE R HE A D MT L SI G NMTL M T L GR GR 18" R C P 18" RCP 2 4 " R C P 1 2 " H D P E JBPOSSIBLE 18 ' B S T B S T SR 1154 KERSEY VALLEY RD 23' BST I- 8 5 S B R AMP 2 4 .5 ' B S T B S T24.5 ' B S T CONC ISL CONC ISL CONC ISL CONC ISL CONC CONC CONC CONC BRIDGE CONC BRIDGE 42" EXPRESSWAY CURB 42" EXPRESSWAY CURB 42" EXPRESSWAY CURB NC 62 LIBERTY RD BST VARIES NC 62 LIBERTY RD 28.5' BST I-85 SB RAM P BST V A RIES BL-18 BL-17 B Y 3 - 2 7 15" RCP CURB 42" EXPRESSWAY C ONC C ON C CONC CONC CONC CONC T O L E X ING T O N I -8 5 N B B S T VA R IE S I -8 5 S B B S T VA R IE S C A B IN E T P O W E R S HH PLUG 4"PL 12"DI HH HH EMPTY T HH 12"DI 12"DI 12"DI 12"DI IN CONDUIT IN CONDUIT IN C O N D U IT 8"DI ATTACHED UNDER BRIDGE UNDER BRIDGE ATTACHED T O L E X ING T O N ; ; ;; ; ; ; ; ; POND CITY OF ARCHDALE (IN) CITY OF ARCHDALE (OUT) C IT Y O F A R C H D A L E (O U T ) C IT Y O F A R C H D A L E (IN ) CITY OF ARCHDALE (IN) CITY OF ARCHDALE (OUT) DB 4579 PG 92 DIANE A. MEREDITH REVOCABLE TRUST FRED E. MEREDITH REVOCABLE TRUST CLIFTON H. LAMD EXISTING R/W HOSPITALTY LLC LIBERTY STREET PB 119 PG 47 DB 8184 PG 2594 PI Sta 47+33.72 D L = 654.43' T = 328.65' R = 2,864.79' PIs Sta 51+26.18 F Ls = 200.00' LT = 133.34' ST = 66.67' 55+00 50+00 -L- CS Sta. 50+59.50 - L - S T S t a . 5 2 + 5 9 .5 0 -L--RPA--RPB- -RPB- PC Sta. 11+32.54 -RPB - PT S ta . 12+ 2 4 .17 -RPB - POT S ta . 12+ 4 5 .0 3 PI Sta 11+78.37 D L = 91.63' T = 45.83' R = 1,500.00' PI Sta 14+51.69 D L = 521.36' T = 262.01' R = 2,112.00' - R P A- P C Sta. 1 9 + 0 0.1 9 - R P A- P T Sta. 1 7 + 1 1.0 3 PI Sta 20+30.75 D L = 240.64' T = 130.56' R = 250.00' -RPA- Sta. 21+81.34 -L- Sta. 49+84.40=20+00 15+00 Runoff = 126' -L- - R P B - e = Transition to exist. - Y 3 - P T S t a . 2 1 + 8 7 . 6 2 e = 0.03 -RPA- PT Sta. 21+40.83 -RPA- e = Transition to exist.e = .05 Runoff = 140' -RPB- Sta. 10+00.00 -L- Sta. 49+80.30= 6 8 R=6' R= 15 0' R = 8 0 ' R= 6 0' R=7.5' . 0 3 . 0 3 . 0 2 . 0 2 EX . .02 .01 E X. .05.04 .0 5 . 0 3 .0 4 .04 . 0 3 . 0 2 . 0 3 . 0 2 . 01 . 01 . 0 2 . 0 1 . 0 1 . 0 0 .00 + 2 9 . 0 6 -RPB- STA. 11+51.55 END CONSTRUCTION + 5 9 . 5 0 + 5 9 . 5 0 + 5 9 . 5 0 + 5 9 . 5 0 + 3 9 . 5 0 + 5 9 . 5 0 + 1 1. 0 3 C A T-1 PROP. GR PROP. GR PROP. GR PROP. GR 358' LEFT TURN LANE + 5 4 . 4 3 + 6 6 . 9 4 TYP. 2 4 ' 300' TAPER 1 2 ' 1 2 ' 1 2 ' 1 2 ' 1 2 ' 12 ' 1 2 ' 1 2 ' 12 ' 200' TAPER 12 ' 1 2 ' 1 2 ' 1 6' 1 6' GREU TL-3 GREU TL-3 2'-6" C&G 2'-6" C&G 5' SIDEWALK 5' SIDEWALK 200' TAPER220' LEFT TURN LANE 2'-6" C&G 2'-6" C&G 5' SIDEWALK SP DF ' 4 SPDF '4 SPDF '4 SPDF '4 . 0 2 . 0 1 . 0 0 . 0 1 TYP. R=10' + 7 5. 5 4 + 0 5 . 0 7 345' RIGHT TURN LANE 5' SIDEWALK + 5 0 . 0 0 + 7 0 . 0 0 100' TAPER 42' + 9 1. 9 6 +13 .34 16' 16' .00 .05 REPAT NOITISNART '63.125 1 2' 1 2' 1 2' 1 2' 1 2' 1 6 ' 1 2 ' 1 2 ' 1 2 ' 1'-6" C&G 1'-6" C&G REPAT NOITISNART '51.202 + 6 4 . 7 9 5 9 . 9 3 + 8 4 . 7 6 + TYPE III + 5 1 .4 1 END C&G +25.91 C&G BEGIN +97 .76 BEG IN C&G + 8 1 . 17 + 0 1 . 17 TYPE III PROP. GR . 0 2 1 2 ' 1 2 ' . 0 2 28'36' TYP.TYP. SIDEWALK IN 10' RAMP DOWN SIDEWALK IN 10' RAMP DOWN SIDEWALK IN 10' RAMP DOWN SIDEWALK IN 10' RAMP DOWN +32.54 + 76 .8 1 T Y P.28'+92.00 + 1 6. 0 0 CONC. ISLAND RETAIN EXISTING -L- STA. 59+19.32 STA. 57+40.91 TO ISLAND FROM -L- MONOLITHIC CONC. REMOVE AND REPLACE C&G IN 10' NOSE DOWN -L- STA. 52+33.96 STA. 50+41.77 TO ISLAND FROM -L- MONOLITHIC CONC. REMOVE AND REPLACE CR CR 5A 2A-MOD 2'-6" C&G 2'-6" C&G 1-MOD 1-MOD CR CR 2 CR 2 CR 7 7 3 2 . 5 ' 3 2 ' 16'12 ' ISLAND MONO. CONC. ISLAND MONO. CONC.RETAIN RETAIN CB 15" RCP-IV 15" RCP-IV 1 5 " R C P - I V 15" RCP-IV CB CB 15" RCP-IV CB CB CB CB CB CB CB CB CB CB JB w/Slab Lid RE TA IN R E T A I N RETAIN R E T AI N R E T A I N 808.00 807.50 24" RCP REMOVE FES & 6' REMOVE 12" HDPE 15" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV STA 43+85-45+75 -L- SPECIAL LATERAL "V" DITCH SEE DETAIL 'E' 5SY GEOTEXTILE EST 1 TONS CL B RIP RAP 5SY GEOTEXTILE EST 1 TONS CL B RIP RAP RETAIN STA 20+00-21+00 -Y3- Lt SPECIAL CUT DITCH SEE DETAIL 'C' RETAIN 2GI 15" CSP Conv. 2GI To JB w/MH DI JB w/MH DI 15" RCP REMOVE 10' EXIST 15" RCP REMOVE 8' EXIST REMOVE DI 15" RCP-IV REMOVE EXIST. 2GI REMOVE EXIST. 2GI REMOVE EXIST. 2GI LATERAL 'V' DITCH ( Not to Scale) 2: 1 2:1 D b d 1"/Ft. DDE = 40 CY EST. 109 TON, 294SY GEOTEXTILE FROM STA. 43+85 TO STA. 45+75 -L- Rt Slope Fill CL B RIP RAP b= 5.0 Ft. Max. d=2.0 Ft. Min. D=2.0 Ft. DETAIL 'E' Ground Natural Geotextile GRADE TO DRAIN Skimmer Basin 110 x 56 x 3 N A D 8 3 / N A 2 0 1 1 F F F F F F F F C C C C F F F C F F F F F F F F F F C C C C C C F F ALLOWABLE IMPACTS ZONE 2 ALLOWABLE IMPACTS ZONE 1 SITE '2' 3 6 " RC P - IV 30 SY GEOTEXTILE EST 15 TONS CL I RIP RAP SHEET 5 OF 13 BUFFER DRAWING GRAPHIC SCALE 0'50'100'150'50' S E E S H E E T 5 M A T C H L I N E - L - S T A. 4 5 + 0 0 . 0 0 6 S E E S H E E T 10 M A T C H LI N E - RP A- S T A. 14+ 00.00 45+00 PAVEMENT REMOVAL (LIBERTY RD) -L- NC 62 I-85 73000 90100 2040 ADT 2018 ADT 5400 6100 1500 1800 2700 2900 3400 3600 10500 11200 11300 12600 68400 85100 S E E S H E E T 7 M A T C H LI N E - L- S T A . 5 8 + 0 0 . 0 0 FOR -L- PROFILE, SEE SHEET NO. 13 FOR -RPA- PROFILE, SEE SHEET NO. 17 FOR -RPB- PROFILE, SEE SHEET NO. 17 EXISTING SIGNAL FOR R/W PLAN, SEE SHEET NO. 2B-3 R E V IS I O N S ROADWAY DESIGN ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 2 7 - S E P - 2 0 2 1 11: 5 7 N : \ N C H y d r o \ M 1 7 0 3 5 _ U - 6 0 1 8 \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ U - 6 0 1 8 _ H y d _ p r m _ b u f _ p s h 0 6 _ c o n . d g n k e d g e r t o n A T M I E N G 0 1 1 1 2 0 1 7 8 / 1 7 / 9 9 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED U-6018 Phone: 919-872-5115 Raleigh, North Carolina 27609 5808 Faringdon Place www.rameykemp.com NC License No. C-0910 OTHERWISE MATCH EXISTING. FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL; 2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING. FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL 1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH NOTES: MT L MTL MTL MTL 48"CHL WO O D S W OODS 4 8 "C HL 48"CHL 48"CHL WOODS WOODS RAP RIP WOODS WOODS 48"CHL 48"CHL 4 8 "C HL BRUSH SIG W/SIG MTL MTL 15" RCP 15 " C M P 15" H D P E DI DI DI DI DI 48"WW 48"WW CONC DEBRIS COVERED W/ POSSIBLE DI L T GR GR WOODS WOODS WOODS BRUSH B R U S H CONSTRUCTIONUNDER SIG B R U S H WOODS O N P O L E W/C A B IN E T WO O D S W O O D S B R U S H W / CA B IN E T CA M E RA PO L E G R B R U SH GR G R GR GR MT L MTL MTL 15" RCP 15 " R C P CONC CONC LT O VE R HE A D MT L SI G NMTL M T L GR GR 18" R C P 18" RCP 2 4 " R C P 1 2 " H D P E JBPOSSIBLE 18 ' B S T B S T SR 1154 KERSEY VALLEY RD 23' BST I- 8 5 S B R AMP 2 4 .5 ' B S T B S T24.5 ' B S T CONC ISL CONC ISL CONC ISL CONC ISL CONC CONC CONC CONC BRIDGE CONC BRIDGE 42" EXPRESSWAY CURB 42" EXPRESSWAY CURB 42" EXPRESSWAY CURB NC 62 LIBERTY RD BST VARIES NC 62 LIBERTY RD 28.5' BST I-85 SB RAM P BST V A RIES BL-18 BL-17 B Y 3 - 2 7 15" RCP CURB 42" EXPRESSWAY C ONC C ON C CONC CONC CONC CONC T O L E X ING T O N I -8 5 N B B S T VA R IE S I -8 5 S B B S T VA R IE S C A B IN E T P O W E R S HH PLUG 4"PL 12"DI HH HH EMPTY T HH 12"DI 12"DI 12"DI 12"DI IN CONDUIT IN CONDUIT IN C O N D U IT 8"DI ATTACHED UNDER BRIDGE UNDER BRIDGE ATTACHED T O L E X ING T O N ; ; ;; ; ; ; ; ; POND CITY OF ARCHDALE (IN) CITY OF ARCHDALE (OUT) C IT Y O F A R C H D A L E (O U T ) C IT Y O F A R C H D A L E (IN ) CITY OF ARCHDALE (IN) CITY OF ARCHDALE (OUT) DB 4579 PG 92 DIANE A. MEREDITH REVOCABLE TRUST FRED E. MEREDITH REVOCABLE TRUST CLIFTON H. LAMD EXISTING R/W HOSPITALTY LLC LIBERTY STREET PB 119 PG 47 DB 8184 PG 2594 PI Sta 47+33.72 D L = 654.43' T = 328.65' R = 2,864.79' PIs Sta 51+26.18 F Ls = 200.00' LT = 133.34' ST = 66.67' 55+00 50+00 -L- CS Sta. 50+59.50 - L - S T S t a . 5 2 + 5 9 .5 0 -L--RPA--RPB- -RPB- PC Sta. 11+32.54 -RPB - PT S ta . 12+ 2 4 .17 -RPB - POT S ta . 12+ 4 5 .0 3 PI Sta 11+78.37 D L = 91.63' T = 45.83' R = 1,500.00' PI Sta 14+51.69 D L = 521.36' T = 262.01' R = 2,112.00' - R P A- P C Sta. 1 9 + 0 0.1 9 - R P A- P T Sta. 1 7 + 1 1.0 3 PI Sta 20+30.75 D L = 240.64' T = 130.56' R = 250.00' -RPA- Sta. 21+81.34 -L- Sta. 49+84.40=20+00 15+00 Runoff = 126' -L- - R P B - e = Transition to exist. - Y 3 - P T S t a . 2 1 + 8 7 . 6 2 e = 0.03 -RPA- PT Sta. 21+40.83 -RPA- e = Transition to exist.e = .05 Runoff = 140' -RPB- Sta. 10+00.00 -L- Sta. 49+80.30= 6 8 R=6' R= 15 0' R = 8 0 ' R= 6 0' R=7.5' . 0 3 . 0 3 . 0 2 . 0 2 EX . .02 .01 E X. .05.04 .0 5 . 0 3 .0 4 .04 . 0 3 . 0 2 . 0 3 . 0 2 . 01 . 01 . 0 2 . 0 1 . 0 1 . 0 0 .00 + 2 9 . 0 6 -RPB- STA. 11+51.55 END CONSTRUCTION + 5 9 . 5 0 + 5 9 . 5 0 + 5 9 . 5 0 + 5 9 . 5 0 + 3 9 . 5 0 + 5 9 . 5 0 + 1 1. 0 3 C A T-1 PROP. GR PROP. GR PROP. GR PROP. GR 358' LEFT TURN LANE + 5 4 . 4 3 + 6 6 . 9 4 TYP. 2 4 ' 300' TAPER 1 2 ' 1 2 ' 1 2 ' 1 2 ' 1 2 ' 12 ' 1 2 ' 1 2 ' 12 ' 200' TAPER 12 ' 1 2 ' 1 2 ' 1 6' 1 6' GREU TL-3 GREU TL-3 2'-6" C&G 2'-6" C&G 5' SIDEWALK 5' SIDEWALK 200' TAPER220' LEFT TURN LANE 2'-6" C&G 2'-6" C&G 5' SIDEWALK SP DF ' 4 SPDF '4 SPDF '4 SPDF '4 . 0 2 . 0 1 . 0 0 . 0 1 TYP. R=10' + 7 5. 5 4 + 0 5 . 0 7 345' RIGHT TURN LANE 5' SIDEWALK + 5 0 . 0 0 + 7 0 . 0 0 100' TAPER 42' + 9 1. 9 6 +13 .34 16' 16' .00 .05 REPAT NOITISNART '63.125 1 2' 1 2' 1 2' 1 2' 1 2' 1 6 ' 1 2 ' 1 2 ' 1 2 ' 1'-6" C&G 1'-6" C&G REPAT NOITISNART '51.202 + 6 4 . 7 9 5 9 . 9 3 + 8 4 . 7 6 + TYPE III + 5 1 .4 1 END C&G +25.91 C&G BEGIN +97 .76 BEG IN C&G + 8 1 . 17 + 0 1 . 17 TYPE III PROP. GR . 0 2 1 2 ' 1 2 ' . 0 2 28'36' TYP.TYP. SIDEWALK IN 10' RAMP DOWN SIDEWALK IN 10' RAMP DOWN SIDEWALK IN 10' RAMP DOWN SIDEWALK IN 10' RAMP DOWN +32.54 + 76 .8 1 T Y P.28'+92.00 + 1 6. 0 0 CONC. ISLAND RETAIN EXISTING -L- STA. 59+19.32 STA. 57+40.91 TO ISLAND FROM -L- MONOLITHIC CONC. REMOVE AND REPLACE C&G IN 10' NOSE DOWN -L- STA. 52+33.96 STA. 50+41.77 TO ISLAND FROM -L- MONOLITHIC CONC. REMOVE AND REPLACE CR CR 5A 2A-MOD 2'-6" C&G 2'-6" C&G 1-MOD 1-MOD CR CR 2 CR 2 CR 7 7 3 2 . 5 ' 3 2 ' 16'12 ' ISLAND MONO. CONC. ISLAND MONO. CONC.RETAIN RETAIN CB 15" RCP-IV 15" RCP-IV 1 5 " R C P - I V 15" RCP-IV CB CB 15" RCP-IV CB CB CB CB CB CB CB CB CB CB JB w/Slab Lid RE TA IN R E T A I N RETAIN R E T AI N R E T A I N 808.00 807.50 24" RCP REMOVE FES & 6' REMOVE 12" HDPE 15" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV STA 43+85-45+75 -L- SPECIAL LATERAL "V" DITCH SEE DETAIL 'E' 5SY GEOTEXTILE EST 1 TONS CL B RIP RAP 5SY GEOTEXTILE EST 1 TONS CL B RIP RAP RETAIN STA 20+00-21+00 -Y3- Lt SPECIAL CUT DITCH SEE DETAIL 'C' RETAIN 2GI 15" CSP Conv. 2GI To JB w/MH DI JB w/MH DI 15" RCP REMOVE 10' EXIST 15" RCP REMOVE 8' EXIST REMOVE DI 15" RCP-IV REMOVE EXIST. 2GI REMOVE EXIST. 2GI REMOVE EXIST. 2GI LATERAL 'V' DITCH ( Not to Scale) 2: 1 2:1 D b d 1"/Ft. DDE = 40 CY EST. 109 TON, 294SY GEOTEXTILE FROM STA. 43+85 TO STA. 45+75 -L- Rt Slope Fill CL B RIP RAP b= 5.0 Ft. Max. d=2.0 Ft. Min. D=2.0 Ft. DETAIL 'E' Ground Natural Geotextile GRADE TO DRAIN Skimmer Basin 110 x 56 x 3 8 0 5 8 0 5 8 0 5 805 805 805 805 805 805 805 810 8 1 0 810 8 10 8 1 0 810 810 8 1 0 810 8 10 8 15 8 15 815 815 815 815 815 8 1 5 8 2 0 820 8 2 0 820 820 820 8 2 0 820 820 820 820 8 2 0 8 2 0 820 8 2 0 8 2 0 8 2 0 8 2 0 8 2 0 8 2 0 820 820 820 8 2 0 8 2 0 820 820 820 820 820 8 2 5 825 825 8 2 5 8 2 5 8 2 5 8 2 5 8 2 5 825 825 825 825 825 825 8 2 5 8 2 5 8 2 5 8 2 5 825 825 825 825 8 2 5 825 825 8 2 5 8 2 5 8 2 5 825 825 825 8 2 5 8 2 5 8 2 5 825 825 825 825 825 825 825 825 8 2 5 8 2 5 825 825 825 825 8 3 0 8 30 8 3 0 8 3 0 830 830 830 8 3 0 8 3 0 830 830 830 830 830 830 8 3 0 8 3 0 8 3 0 830 8 3 0 830 830 830 830 8 3 0 8 3 0 8 3 0 830 830 830 830 830 830 830 830 8 3 0 835 835 835 835 8 3 5 835 835 835 835 835 835 835 8 3 5 835 8 3 5 8 3 5 8 35 835 835 835 835 8 3 5 835 835 835 8 3 5 8 3 5 835 835 835 835 835 835 835 835 835 840 840 840 8 4 0 840 840 840 840 840 8 4 0 840 840 840 840 8 4 0 8 4 0 8 4 0 840 8 4 0 8 4 0 8 4 0 8 4 0 840 8 4 0 8 4 0 840 840 840 840 840 840 840 840 8 4 0 840 840 840 840 840 840 8 4 0 8 4 0 8 4 0 8 4 0 8 4 0 840 840 840 845 845 845 845845 845 845 845 845 845 845 845 845 8 4 5 845 8 4 5 845 8 4 5 845 8 4 5 845 845 845 845 845 845 845 8 4 5 8 4 5 8 4 5 8 4 5 8 4 5 845 845 8 4 5 845 8 5 0 850 N A D 8 3 / N A 2 0 1 1 F F F F F F F F C C C C F F F C F F F F F F F F F F C C C C C C F F ALLOWABLE IMPACTS ZONE 2 ALLOWABLE IMPACTS ZONE 1 SITE '2' 3 6 " RC P - IV 30 SY GEOTEXTILE EST 15 TONS CL I RIP RAP GRAPHIC SCALE 0'50'100'150'50' SHEET 6 OF 13 BUFFER DRAWING SEE SHEET 11MATCHLINE -Y9- STA. 13+75.00 S E E S H E E T 7 M A T C H LI N E - L- S T A . 7 0 + 0 0 . 0 0 8 FOR -L- PROFILE, SEE SHEET NO. 14 FOR -Y8- PROFILE, SEE SHEET NO. 19 FOR -Y9- PROFILE, SEE SHEET NO. 20 PROPOSED SIGNAL (LIBERTY RD) -L- NC 62 2040 ADT 2018 ADT OTHERWISE MATCH EXISTING. FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL; 2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING. FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL 1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH NOTES: FOR R/W PLAN, SEE SHEET NO. 2B-5 R E V IS I O N S ROADWAY DESIGN ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 2 7 - S E P - 2 0 2 1 11: 5 7 N : \ N C H y d r o \ M 1 7 0 3 5 _ U - 6 0 1 8 \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ U - 6 0 1 8 _ H y d _ p r m _ b u f _ p s h 0 8 . d g n k e d g e r t o n A T M I E N G 0 1 1 1 2 0 1 7 8 / 1 7 / 9 9 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED U-6018 Phone: 919-872-5115 Raleigh, North Carolina 27609 5808 Faringdon Place www.rameykemp.com NC License No. C-0910 OTHERWISE MATCH EXISTING. FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL; 2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING. FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL 1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH NOTES: W W W BRUSH WOODS 18 " R C P 4 8 "WW D IL A P ID A T E D P O L E G U Y 15 " R C P E N D U N K N O WN WO O D S BRUSH WOODS HWWD HWWD 15 " R C P HWWD H WWD 15 " R C P V A R .HT S T O NE WA L L GR W O O D S 48"WD RAIL 15 "BK V A R .H T B K WA L L 5 4 " W D 1 1/2 S B K/F D 48"CONC GR G R 10' B ST 15" R C P GA T E MT L 4 8 "C HL W 1SBK/FD42"CONC WO O D S C O L U MN B K C O L U MN B K SMT L G A T E S 2- M T L 1 6' B S T 15 " R C P B R U S H B R US H HW CONC HW CONC S 12 " H D P E W O O D S 3 S E L E C 3S ELEC 3S ELEC SW D B R U S H W/LT 3 S E L E C 3 S E L E C GATEMTL W/LT W 3 S E L E C S C A T T E R E D T R E E S ABAND 15" RCP RAP RIP 8 ' G R W/BASEMENT 1SBKD WD DK WD RAMP BK BK 18 ' B S T DI DI 8" H D PE N O A C C E S S TO P=8 2 3.15 66"WD 42"CONC W W D I L A P I D A T E D 12' G R 8 'GR 8 ' G R 15" RCP 1 2 " R C P 12 " R C P 15" CMP 1SFD W D 36 "CONC 15" RCP WOODS 12" RCP 12" CMP 12" CMP 4 8 "C H L W STEPS MTL 1SFD G S W G LT 1SFD 9 ' B S T BST TANKS 2-SEPTIC WOODS BRUSH 12" RCP 30"CONC GATE MTL 5 4 " C H L 72"CHL FOUNTAIN WALL 12" STONE W W 1SFD 8 ' S O I L 6 0 " C H L 1SFD WD BK WD LT 8 ' B S T TANK OIL A/G TANK OIL A/G W36"CONC ACCESS BASEMENT 9 ' B S T 1SBKD 3 6 " C O N C 10'B S T 15" RCP DI DI DI DI DI DI 12" RCP 12" RCP 12" RCP 12" RCP 12" RCP 12" RCP 12" RCP G R GR BST GR 19 ' GR S R 4 0 6 6 MOD LIN GR OVE R D 19 ' B S T S R 4 0 6 6 M O D L IN G R O V E R D 18 ' B S T NC 62 25.5' BST NC 62 22.5' BST T O P = 8 16 .2 8 2 4 " R C P BL-19 B Y 8 - 3 3 BL-20 2 1" R C P 2 1" R C P 21" RCP 12" RCPEIP EIP EIP E IP C O N C EIP EIP EIP EIP SIGRID E. WOODS PERRY WOODS III HIGH POINT LLC TRIAD PROPERTIES OF MARTHA Y. SNYDER CLARENCE W. DAVIS KIM TRAN E IP E IP EIP D. H. GRIFFIN SR. PROTECTIVE ASSOC. INC. GUIL-RAND FIRE MARCIA S. OTWELL RODNEY E. OTWELL BRENDA S. HUFFMAN TIMOTHY J. HUFFMAN EIP EIP AARON T. OLLIS JAMES A. SMITH TERRY R. NALL PINE GROVE BAPTIST CHURCH GLADYS S. FOX L. FRANKLIN FOX 7 5 . 0 0 ' 6 0 . 0 0 ' EXISTING R/W EXISTING R/W 6 0 . 0 0 ' EXISTING R/W EXISTING R/W 60 .00' E X IS T IN G R / W E X IS T IN G R / W 48"BLK WALL CONC STEPS TO CLIMAX 12"DI 12"DI 12"DI W (CLOSED) POND CITY OF ARCHDALE (IN) CITY OF ARCHDALE (OUT) C I T Y O F A R C H D A L E ( O U T ) C I T Y O F A R C H D A L E ( I N ) CITY OF ARCHDALE (OUT) C I T Y O F A R C H D A L E ( O U T ) C I T Y O F A R C H D A L E ( I N ) EXISTING R/W LINDA SIKES ROBERT E. SIKES WILLIAM L. CORN L IL A P H A M CARPORT CARPORT G C A R P O R T HILLTOP HOLDING III LLC BARRY HELSABECK HELSABECK, & DEBRA COLTRANE COLTRANE, CLAUDIA MARSH LILA PHAM LILA PHAM LILA PHAM BM5 WP 1= WP 14 WP2 WP3 WP4 WP5 WP6 WP7 WP8 WP9 WP10 WP11 WP12 WP13 360 365 370 WN1=WN7 WN2 WN3 WN4WN5 WN6 WN 80+00 75+00 70+00 15 + 0 0 70+00 -Y8- -L- - Y9 - 9 15 16 17 18 19 20 36 35 34 32 33 14 24A 24 PUE DUE 39 PUE .045 .04 .03 .02 .01 . 055 . 0 4 . 0 3 . 0 5 P RO P . G R E X.E X..055.065.055 .075 .045 . 0 2 . 0 2 .04 . 0 2 . 0 2 . 0 2 . 0 2 T L - 3 G R E U .045 AT-1 .03 CR 2A-MOD CR CR 1-MOD CR CR CB CB CB STA 72+00-77+70 -L- Lt SPECIAL BACK OF CURB CUT DITCH SEE DETAIL 'A' STA 73+50-77+36 -L- Rt SPECIAL BACK OF CURB CUT DITCH SEE DETAIL 'F' 15" 15" 15" 15" 15" 15" RETAIN RETAIN CB CB CB CB CB 14SY GEOTEXTILE EST 5 TONS CL B RIP RAP 7SY GEOTEXTILE EST 2 TONS CL B RIP RAP 7SY GEOTEXTILE EST 2 TONS CL B RIP RAP 5SY GEOTEXTILE EST 1 TON CL B RIP RAP HW15" RCP-IV REMOVE REMOVE REMOVE 24" RCP REMOVE R EM O V E Flatter4:1 or D 2: 1 ( Not to Scale) SPECIAL CUT DITCH FROM -Y8- STA. 13+50 TO STA. 14+75 RT DETAIL 'C' Min. D=1 Ft. Ground Natural Slope Ditch Front REMO VE ( Not to Scale) SPECIAL LATERAL 'V' DITCH 2: 1 D FROM -Y8- STA. 16+00 TO STA. 16+50 RT FROM -Y8- STA. 14+50 TO STA. 15+90 LT Min. D=1 Ft. DETAIL 'L' Ground Natural Flatter4:1 or Slope Fill REM O VE REM O VE 7SY GEOTEXTILE EST 2 TONS CL B RIP RAP 15" RCP-IV 15" RCP-IV STA 72+21 -L- Rt STD. 3' BASE DITCH SEE DETAIL 'H' STA 11+50-19+00 -Y9- Rt OF CURB CUT DITCH SPECIAL BACK SEE DETAIL 'F' 7SY GEOTEXTILE EST 2 TONS CL B RIP RAP STA 72+25-72+74 -L- Rt STANDARD 'V' DITCH SEE DETAIL 'I' STA 13+50-14+75 -Y8- Rt SPECIAL CUT DITCH SEE DETAIL 'C' 4:14: 1 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) FROM -L- STA. 73+50 TO STA. 77+36 RT DETAIL 'F' GROUND NATURAL 4:12: 1 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) FROM -Y8- STA. 16+50 TO STA. 16+74 LT FROM -L- STA. 72+00 TO STA. 77+70 LT DETAIL 'A' GROUND NATURAL STA 14+50-15+90 -Y8- Lt SPECIAL LATERAL 'V' DITCH SEE DETAIL 'L' -Y8- Rt STA 16+00-16+50 'V' DITCH SPECIAL LATERAL SEE DETAIL 'L' 15 " R C P - I V INLET 15+50 -Y8- Lt CLEAN DITCH OUT AT 16+74 -Y8- Lt STA 16+50- CURB CUT DITCH SPECIAL BACK OF SEE DETAIL 'A' 15" RCP-IV 15" RCP-IV 15" RCP-IV STA 72+74-73+50 -L- Rt W/CL B RIP RAP CURB CUT DITCH SPECIAL BACK OF SEE DETAIL 'J' REMOVE DI'S & 12"/15" RCP REMOVE DI'S & 12"/15" RCP -70+72 -L- Lt STA 70+00 CURB CUT DITCH SPECIAL BACK OF SEE DETAIL 'K' 4:12: 1 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) EST. 27 TON, 80SY GEOTEXTILE FROM -L- STA. 72+74 TO STA. 73+50 RT DETAIL 'J' GROUND NATURAL Geotextile d Type of Liner= CL B Rip-Rap Max. d=1 Ft. 3:13: 1 D ( Not to Scale) d STANDARD 'V' DITCH DDE = 7 CY EST. 18 TON, 52 SY GEOTEXTILE FROM -L-STA. 72+25 TO STA. 72+74 RT Type of Liner= CL B Rip-Rap Max. d=1.0 Ft. Min. D=1.0 Ft. DETAIL 'I' Ground Natural Ground Natural Geotextile B 2:12: 1 D ( Not to Scale) STANDARD 3' BASE DITCH DDE = 29 CY STA. 72+21 -L- Rt DETAIL 'H' B= 3.0Ft. Min. D= 2.0Ft. Ground Natural Ground Natural 3:12: 1 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) EST. 26 TON, 76SY GEOTEXTILE FROM -L- STA. 70+00 TO STA. 70+72 LT DETAIL 'K' GROUND NATURAL Geotextile d Type of Liner= CL B Rip-Rap Max. d=1 Ft. 15 " 1900 1700 400 300 100 100 300 300 7900 7500 400 400 9600 9100 MODLIN GROVE RD. SR 4066 WEANT RD REALIGNED -Y9- SR 1162 2300 2000 DI REPLACE WITH DI REMOVE HOME MADE DI 15" RCP-IV N A D 8 3 / N A 2 0 1 1 F F F F F F F C C C F ALLOWABLE IMPACTS ZONE 2 ALLOWABLE IMPACTS ZONE 1 SITE '3' TO STA 11+50 -Y9- Rt STA 69+80 -L- Rt TOE PROTECTION SEE DETAIL 'G' 3 0 " R C P -IV 22SY GEOTEXTILE EST 11 TONS CL I RIP RAP R C P - I V 3 6 " SHEET 7 OF 13 BUFFER DRAWING GRAPHIC SCALE 0'50'100'150'50' SEE SHEET 11MATCHLINE -Y9- STA. 13+75.00 S E E S H E E T 7 M A T C H LI N E - L- S T A . 7 0 + 0 0 . 0 0 8 FOR -L- PROFILE, SEE SHEET NO. 14 FOR -Y8- PROFILE, SEE SHEET NO. 19 FOR -Y9- PROFILE, SEE SHEET NO. 20 PROPOSED SIGNAL (LIBERTY RD) -L- NC 62 2040 ADT 2018 ADT OTHERWISE MATCH EXISTING. FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL; 2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING. FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL 1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH NOTES: FOR R/W PLAN, SEE SHEET NO. 2B-5 R E V IS I O N S ROADWAY DESIGN ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 2 7 - S E P - 2 0 2 1 11: 5 7 N : \ N C H y d r o \ M 1 7 0 3 5 _ U - 6 0 1 8 \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ U - 6 0 1 8 _ H y d _ p r m _ b u f _ p s h 0 8 _ c o n . d g n k e d g e r t o n A T M I E N G 0 1 1 1 2 0 1 7 8 / 1 7 / 9 9 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED U-6018 Phone: 919-872-5115 Raleigh, North Carolina 27609 5808 Faringdon Place www.rameykemp.com NC License No. C-0910 OTHERWISE MATCH EXISTING. FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL; 2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING. FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL 1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH NOTES: W W W BRUSH WOODS 18 " R C P 4 8 "WW D IL A P ID A T E D P O L E G U Y 15 " R C P E N D U N K N O WN WO O D S BRUSH WOODS HWWD HWWD 15 " R C P HWWD H WWD 15 " R C P V A R .HT S T O NE WA L L GR W O O D S 48"WD RAIL 15 "BK V A R .H T B K WA L L 5 4 " W D 1 1/2 S B K/F D 48"CONC GR G R 10' B ST 15" R C P GA T E MT L 4 8 "C HL W 1SBK/FD42"CONC WO O D S C O L U MN B K C O L U MN B K SMT L G A T E S 2- M T L 1 6' B S T 15 " R C P B R U S H B R US H HW CONC HW CONC S 12 " H D P E W O O D S 3 S E L E C 3S ELEC 3S ELEC SW D B R U S H W/LT 3 S E L E C 3 S E L E C GATEMTL W/LT W 3 S E L E C S C A T T E R E D T R E E S ABAND 15" RCP RAP RIP 8 ' G R W/BASEMENT 1SBKD WD DK WD RAMP BK BK 18 ' B S T DI DI 8" H D PE N O A C C E S S TO P=8 2 3.15 66"WD 42"CONC W W D I L A P I D A T E D 12' G R 8 'GR 8 ' G R 15" RCP 1 2 " R C P 12 " R C P 15" CMP 1SFD W D 36 "CONC 15" RCP WOODS 12" RCP 12" CMP 12" CMP 4 8 "C H L W STEPS MTL 1SFD G S W G LT 1SFD 9 ' B S T BST TANKS 2-SEPTIC WOODS BRUSH 12" RCP 30"CONC GATE MTL 5 4 " C H L 72"CHL FOUNTAIN WALL 12" STONE W W 1SFD 8 ' S O I L 6 0 " C H L 1SFD WD BK WD LT 8 ' B S T TANK OIL A/G TANK OIL A/G W36"CONC ACCESS BASEMENT 9 ' B S T 1SBKD 3 6 " C O N C 10'B S T 15" RCP DI DI DI DI DI DI 12" RCP 12" RCP 12" RCP 12" RCP 12" RCP 12" RCP 12" RCP G R GR BST GR 19 ' GR S R 4 0 6 6 MOD LIN GR OVE R D 19 ' B S T S R 4 0 6 6 M O D L IN G R O V E R D 18 ' B S T NC 62 25.5' BST NC 62 22.5' BST T O P = 8 16 .2 8 2 4 " R C P BL-19 B Y 8 - 3 3 BL-20 2 1" R C P 2 1" R C P 21" RCP 12" RCPEIP EIP EIP E IP C O N C EIP EIP EIP EIP SIGRID E. WOODS PERRY WOODS III HIGH POINT LLC TRIAD PROPERTIES OF MARTHA Y. SNYDER CLARENCE W. DAVIS KIM TRAN E IP E IP EIP D. H. GRIFFIN SR. PROTECTIVE ASSOC. INC. GUIL-RAND FIRE MARCIA S. OTWELL RODNEY E. OTWELL BRENDA S. HUFFMAN TIMOTHY J. HUFFMAN EIP EIP AARON T. OLLIS JAMES A. SMITH TERRY R. NALL PINE GROVE BAPTIST CHURCH GLADYS S. FOX L. FRANKLIN FOX 7 5 . 0 0 ' 6 0 . 0 0 ' EXISTING R/W EXISTING R/W 6 0 . 0 0 ' EXISTING R/W EXISTING R/W 60 .00' E X IS T IN G R / W E X IS T IN G R / W 48"BLK WALL CONC STEPS TO CLIMAX 12"DI 12"DI 12"DI W (CLOSED) POND CITY OF ARCHDALE (IN) CITY OF ARCHDALE (OUT) C I T Y O F A R C H D A L E ( O U T ) C I T Y O F A R C H D A L E ( I N ) CITY OF ARCHDALE (OUT) C I T Y O F A R C H D A L E ( O U T ) C I T Y O F A R C H D A L E ( I N ) EXISTING R/W LINDA SIKES ROBERT E. SIKES WILLIAM L. CORN L IL A P H A M CARPORT CARPORT G C A R P O R T HILLTOP HOLDING III LLC BARRY HELSABECK HELSABECK, & DEBRA COLTRANE COLTRANE, CLAUDIA MARSH LILA PHAM LILA PHAM LILA PHAM BM5 WP 1= WP 14 WP2 WP3 WP4 WP5 WP6 WP7 WP8 WP9 WP10 WP11 WP12 WP13 360 365 370 WN1=WN7 WN2 WN3 WN4WN5 WN6 WN 80+00 75+00 70+00 15 + 0 0 70+00 -Y8- -L- - Y9 - 9 15 16 17 18 19 20 36 35 34 32 33 14 24A 24 PUE DUE 39 PUE .045 .04 .03 .02 .01 . 055 . 0 4 . 0 3 . 0 5 P RO P . G R E X.E X..055.065.055 .075 .045 . 0 2 . 0 2 .04 . 0 2 . 0 2 . 0 2 . 0 2 T L - 3 G R E U .045 AT-1 .03 CR 2A-MOD CR CR 1-MOD CR CR CB CB CB STA 72+00-77+70 -L- Lt SPECIAL BACK OF CURB CUT DITCH SEE DETAIL 'A' STA 73+50-77+36 -L- Rt SPECIAL BACK OF CURB CUT DITCH SEE DETAIL 'F' 15" 15" 15" 15" 15" 15" RETAIN RETAIN CB CB CB CB CB 14SY GEOTEXTILE EST 5 TONS CL B RIP RAP 7SY GEOTEXTILE EST 2 TONS CL B RIP RAP 7SY GEOTEXTILE EST 2 TONS CL B RIP RAP 5SY GEOTEXTILE EST 1 TON CL B RIP RAP HW15" RCP-IV REMOVE REMOVE REMOVE 24" RCP REMOVE R EM O V E Flatter4:1 or D 2: 1 ( Not to Scale) SPECIAL CUT DITCH FROM -Y8- STA. 13+50 TO STA. 14+75 RT DETAIL 'C' Min. D=1 Ft. Ground Natural Slope Ditch Front REMO VE ( Not to Scale) SPECIAL LATERAL 'V' DITCH 2: 1 D FROM -Y8- STA. 16+00 TO STA. 16+50 RT FROM -Y8- STA. 14+50 TO STA. 15+90 LT Min. D=1 Ft. DETAIL 'L' Ground Natural Flatter4:1 or Slope Fill REM O VE REM O VE 7SY GEOTEXTILE EST 2 TONS CL B RIP RAP 15" RCP-IV 15" RCP-IV STA 72+21 -L- Rt STD. 3' BASE DITCH SEE DETAIL 'H' STA 11+50-19+00 -Y9- Rt OF CURB CUT DITCH SPECIAL BACK SEE DETAIL 'F' 7SY GEOTEXTILE EST 2 TONS CL B RIP RAP STA 72+25-72+74 -L- Rt STANDARD 'V' DITCH SEE DETAIL 'I' STA 13+50-14+75 -Y8- Rt SPECIAL CUT DITCH SEE DETAIL 'C' 4:14: 1 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) FROM -L- STA. 73+50 TO STA. 77+36 RT DETAIL 'F' GROUND NATURAL 4:12: 1 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) FROM -Y8- STA. 16+50 TO STA. 16+74 LT FROM -L- STA. 72+00 TO STA. 77+70 LT DETAIL 'A' GROUND NATURAL STA 14+50-15+90 -Y8- Lt SPECIAL LATERAL 'V' DITCH SEE DETAIL 'L' -Y8- Rt STA 16+00-16+50 'V' DITCH SPECIAL LATERAL SEE DETAIL 'L' 15 " R C P - I V INLET 15+50 -Y8- Lt CLEAN DITCH OUT AT 16+74 -Y8- Lt STA 16+50- CURB CUT DITCH SPECIAL BACK OF SEE DETAIL 'A' 15" RCP-IV 15" RCP-IV 15" RCP-IV STA 72+74-73+50 -L- Rt W/CL B RIP RAP CURB CUT DITCH SPECIAL BACK OF SEE DETAIL 'J' REMOVE DI'S & 12"/15" RCP REMOVE DI'S & 12"/15" RCP -70+72 -L- Lt STA 70+00 CURB CUT DITCH SPECIAL BACK OF SEE DETAIL 'K' 4:12: 1 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) EST. 27 TON, 80SY GEOTEXTILE FROM -L- STA. 72+74 TO STA. 73+50 RT DETAIL 'J' GROUND NATURAL Geotextile d Type of Liner= CL B Rip-Rap Max. d=1 Ft. 3:13: 1 D ( Not to Scale) d STANDARD 'V' DITCH DDE = 7 CY EST. 18 TON, 52 SY GEOTEXTILE FROM -L-STA. 72+25 TO STA. 72+74 RT Type of Liner= CL B Rip-Rap Max. d=1.0 Ft. Min. D=1.0 Ft. DETAIL 'I' Ground Natural Ground Natural Geotextile B 2:12: 1 D ( Not to Scale) STANDARD 3' BASE DITCH DDE = 29 CY STA. 72+21 -L- Rt DETAIL 'H' B= 3.0Ft. Min. D= 2.0Ft. Ground Natural Ground Natural 3:12: 1 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) EST. 26 TON, 76SY GEOTEXTILE FROM -L- STA. 70+00 TO STA. 70+72 LT DETAIL 'K' GROUND NATURAL Geotextile d Type of Liner= CL B Rip-Rap Max. d=1 Ft. 15 " 805 8 0 5 8058 0 5 8 0 5 8 0 5 810 810 810 810 810 810 810 8 10 8 1 0 8 1 0 8 10 810 810 810 8 10 8 1 0 810 8 10 815 815 8 15 815 815 815 815 8 15 815 815 815 815 8 1 5 8 1 5 8 15 815 815 815 815 8 1 5 815 815 815 815 815 815 815 8 1 5 8 15 815 8 15 815 815 815 815 820 8 2 0 8 2 0 820 8 2 0 8 2 0 820 820 820 8 2 0 820 820 820 820 820 820820 820 820 8 2 0 820 820 820 8 2 0 8 2 0 820 8 2 0 8 2 0 8 2 0 820 820 820 8 2 0 820 820 8 2 0 820 8 2 0 8 20 820 8 2 0 820 8 2 0 8 2 0 820 8 2 0 820 825 825 825 825 8 2 5 8 2 5 825 825 825 8 25 825 8 2 5 8 2 5 8 2 5 8 2 5 8 2 5 8 2 5 8 2 5 825 82 5 8 2 5 8258 2 5 825 825 8 2 5 82 5 825 8 2 5 825 825 8 2 5 825 825 825 8 2 5 8 2 5 825 8 2 5 825 825 825 825 825 825 825 825 825 825 825 8 2 5 825 825 825 830 830 830 830 830 830 8 3 0 8 3 0 830 830 8 3 0 8 3 0 830 8 3 0 8 3 0 8 3 0 830 830 830 830 8 3 0 830 830 8 3 0 830 8 3 0 8 3 0 8 3 0 830 830 830 830 830 835 8 35 835 1900 1700 400 300 100 100 300 300 7900 7500 400 400 9600 9100 MODLIN GROVE RD. SR 4066 WEANT RD REALIGNED -Y9- SR 1162 2300 2000 DI REPLACE WITH DI REMOVE HOME MADE DI 15" RCP-IV N A D 8 3 / N A 2 0 1 1 F F F F F F F C C C F ALLOWABLE IMPACTS ZONE 2 ALLOWABLE IMPACTS ZONE 1 SITE '3' TO STA 11+50 -Y9- Rt STA 69+80 -L- Rt TOE PROTECTION SEE DETAIL 'G' 3 0 " R C P -IV 22SY GEOTEXTILE EST 11 TONS CL I RIP RAP R C P - I V 3 6 " GRAPHIC SCALE 0'50'100'150'50' SHEET 8 OF 13 BUFFER DRAWING 9 S E E S H E E T 5 M A T C H L I N E - Y 3 - S T A . 2 8 + 0 0 . 0 0 PAVEMENT REMOVAL FOR -Y3- PROFILE, SEE SHEET NO. 16 FOR R/W PLAN, SEE SHEET NO. 2B-6 R E V IS I O N S ROADWAY DESIGN ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 2 7 - S E P - 2 0 2 1 11: 5 7 N : \ N C H y d r o \ M 1 7 0 3 5 _ U - 6 0 1 8 \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ U - 6 0 1 8 _ H y d _ p r m _ b u f _ p s h 0 9 . d g n k e d g e r t o n A T M I E N G 0 1 1 1 2 0 1 7 8 / 1 7 / 9 9 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED U-6018 Phone: 919-872-5115 Raleigh, North Carolina 27609 5808 Faringdon Place www.rameykemp.com NC License No. C-0910 OTHERWISE MATCH EXISTING. FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL; 2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING. FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL 1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH NOTES:v v v vv v v v WOODS WOODS WOODS WOODS WO O D S B R U S H BRUSH GR BRUSH G R B K P O R C H D IL A P ID A T E D 48"CONC T A N K U / G O IL A B A N D L T RUINS B S S A B A N D 1S B K DW GR W 36'WW & 1SBW WOODS BR US H W O O D S 36"WW & 3SBW 2 - WD G A T E S S S S 72 "CHL 72"CHL 12 " R C P 72"CONC WALL MEMORIAL/BURIAL 48"CHL GR 12 " R C P 13' GR 15' GR WOODS BRUSH 18 " S T L 10" GR 12 " R C P W G R 11' GR D K 1S F D 1S B K D 3 6 "B K 13' GR 15 " R C P 18" RCP12" RCP 2 4 " R C P 12' GR D I 6 " DI 4 8 "C O N C D K 1S B K D L T T A N K U / G O IL T A N K A / G O IL L T C O N C S R 115 4 K E R S E Y V A L L E Y R D 2 2 .5 ' B S T B Y 3 -2 7 B Y 3 - 2 6 CONC C O N C C O N C E IP E IP E IP E IP E IP E IP FARMERS & MERCHANTS BANK D A N A R . S H E A F F D O U G L A S E . S H E A F F AMERICAN TOWERS INC EMMA J. COX PHLLIS P. NANCE ROGER C. NANCE ADAM T. MOORE RICHARD W. MOORE STEVE A. MOORE MARSHALL MOORE STEPHEN HALL LBD PROPERTIES LLC C O N C DIANE A. MEREDITH REVOCABLE TRUST FRED E. MEREDITH REVOCABLE TRUST CLIFTON H. LAMD 60.00' E X IS T IN G R / W E X IS T IN G R / W 70.00' E X IS T IN G R / W E X IS T IN G R / W 5 0 . 0 0 ' EXISTING PRIVATE R/W C A B IN E T P O WE R H H IN C O N D U IT IN CONDUIT IN C O N D U IT T SPRING HEAD APPARENT C IT Y O F A R C H D A L E ( O U T ) C IT Y O F A R C H D A L E ( IN ) CITY OF ARCHDALE (IN) CITY OF ARCHDALE (OUT) C IT Y O F A R C H D A L E ( O U T ) C IT Y O F A R C H D A L E ( IN ) CITY OF ARCHDALE (IN) CITY OF ARCHDALE (OUT) CITY OF ARCHDALE (IN) CITY OF ARCHDALE (OUT) C IT Y O F A R C H D A L E ( IN ) C IT Y O F A R C H D A L E ( O U T ) D IA N E A. M E R E D IT H R E V O C A B L E T R U S T F R E D E. M E R E D IT H R E V O C A B L E T R U S T C L IF T O N H. L A M D P O N D 226 230 235 240 245 248 249 250 255 257 260 265 270 274 275 280 285 288 WE7 WE6 WH1.5 WG7 WG1 WG6 WG5 WG2 WH10 WH1=WH11 WH9WH8 WH7 WH2 WH3 WH6 WH5 WH4 WE5 WE8 WE9 WE10 WE2 WE3 WE4 LOOK_WR3 WR5 WR4 WR1 WR2 WE1=WE11 266 387 388 389 390 391 WF22 WF21WF20 WF19 WF18WF17 WF2 WF4 WF5 WF7 WF8 WF9 WF10 WF11 WG3 WG4 WD1=SI11A WD2 WD3 WD4 WD5 WD6 WD7 WD8 WF12 WF13 WF14 WF15 WF16WF23 WF24 WF25 WF26 WF27=WF2 WD - R P A - P T S t a . 1 7 + 1 1. 0 3 15 + 0 0 20+0025+00 -Y3- PC Sta. 16+44.55 - Y3 - P T S t a . 2 1+ 8 7 .6 2 - Y3 - P C S ta . 2 7 + 12 .3 5 -Y3- 6 23 22 21 DUE DUE DUE 37 2' FDPS 2' FDPS .0 2 .0 2 EX. .01 .0 1 .0 1 .0 0 .0 3 .0 4 . 0 5 . 0 6 .04 EX. -Y3- STA. 15+00.00 BEGIN CONSTRUCTION 12 ' 12 ' .00 .02 .03 .04 .05 . 0 6 .0 2 .0 1 .0 0 .0 1 .0 2 .0 3 .0 4 . 0 5 . 0 6 .01 2 0 ' TYP . +65.00 20' TYP. + 9 2 .3 5 20' TYP. + 2 7 .6 2 S P D F ' 2 S P D F ' 2 12'12' PROP. GR PROP. GR GREU TL-3 GREU TL-3 5 2 ' TA P ER STA 28+00 -Y3- Lt END SBG 2 4 " STA 18+00-22+00 -Y3- Rt SPECIAL CUT DITCH SEE DETAIL 'C' STA 20+00-21+00 -Y3- Lt SPECIAL CUT DITCH SEE DETAIL 'C' STA 21+00-25+10 -Y3- Lt SPECIAL LATERAL "V" DITCH SEE DETAIL 'D' STA 27+37-28+50 -Y3- Lt SPECIAL LATERAL "V" DITCH SEE DETAIL 'D' STA 27+37-28+50 -Y3- Lt SPECIAL LATERAL "V" DITCH SEE DETAIL 'D' 0901 0902 0903 0904 0905 0906 15" CSP 5SY GEOTEXTILE EST 1 TON CL B RIP RAP RETAINRETAIN R E T A I N REMOVE 24" BANKS ONLY CL B RIP RAP SEE DETAIL 'M' STA 16+00-19+50 -Y3- Lt SPECIAL CUT DITCH SEE DETAIL 'C' STA 17+00-18+00 -Y3- Rt SPECIAL CUT DITCH SEE DETAIL 'C' STA 22+00-23+00 -Y3- Rt SPECIAL CUT DITCH SEE DETAIL 'D' STA 28+50-31+00 -Y3- Lt SPECIAL CUT DITCH SEE DETAIL 'C' OF EXIST. 18" STL OF EXIST. 18" RCP & OUTLET CLEAN DITCH OUT AT INLET STA 27+75-29+00 -Y3- Rt SPECIAL LATERAL "V" DITCH SEE DETAIL 'D' STA 19+50-20+00 -Y3- Lt SPECIAL LATERAL "V" DITCH SEE DETAIL 'D' 2GI STA 15+25-17+00 -Y3- Rt SPECIAL LATERAL "V" DITCH SEE DETAIL 'D' Flatter4:1 or D 2: 1 ( Not to Scale) SPECIAL CUT DITCH FROM STA. 20+00 TO STA. 21+00 -Y3- Lt FROM STA. 16+00 TO STA. 19+00 -Y3- Lt FROM STA. 18+00 TO STA. 22+00 -Y3- Rt FROM STA. 17+00 TO STA. 18+00 -Y3- Rt DETAIL 'C' Min. D= 1.0Ft. Ground Natural Slope Ditch Front 18" RCP-IV 820 820 820 8208 2 0 STA 24+20 - 24+88 -Y3- Rt W/ CL B RIP-RAP STANDARD BASE DITCH SEE DETAIL 'X' STA 24+20 - 24+88 -Y3- Rt W/ CL B RIP-RAP STANDARD BASE DITCH SEE DETAIL 'X' STA 24+88 - 25+30 -Y3- Rt W/ CL B RIP-RAP LATERAL BASE DITCH SEE DETAIL 'Y' ( Not to Scale) SPECIAL LATERAL 'V' DITCH 2: 1 D FROM STA. 27+37 TO STA. 28+50 -Y3- Lt, X=2,3,4 FROM STA. 21+00 TO STA. 25+10 -Y3- Lt, X=4, 3, 2 FROM STA. 19+50 TO STA. 20+00 -Y3- Lt, X=4 FROM STA. 27+75 TO STA. 29+00 -Y3- Rt, X=2 FROM STA. 22+00 TO STA. 23+00 -Y3- Rt, X=3,2 FROM STA. 15+25 TO STA. 17+00 -Y3- Rt, X=4 Min. D= 1.0Ft. DETAIL 'D' Ground Natural SEE XSC"X" Slope Fill 2:12: 1 D ( Not to Scale) STANDARD BASE DITCH B d DDE= 14 CY EST. 46 TON, 121SY GEOTEXTILE FROM STA. 24+20 TO STA. 24+88 -Y3- RT DETAIL 'X' B=2.0Ft. Max. d=1.0Ft. Min. D=2.0Ft. Ground Natural Ground Natural *When B is < 6.0' Type of Liner= CL B Rip-Rap Geotextile GRADE TO DRAIN ( Not to Scale) PIPE OUTLET CHANNEL DETAIL 'M' DDE= 3 CY EST. 4 TONS, 11SY GEOTEXTILE STA. 27+36 -Y3- Rt Ground Natural Ground Natural (Variable) CHANNEL BED Type of Liner= CL B Rip-Rap d= 1.0Ft. Length= 10.0Ft. EXI S TI NG BAN K EXISTING BANKMIN. 2:1 TO TIE MI N. 2: 1 TO TI E d 12" RCP-IV 0908 SPRING BOX 0909 0907 ( Not to Scale) LATERAL BASE DITCH 2: 1 D B b d 2:1 1"/Ft. DDE = 2 CY EST. 29 TON, 75 SY GEOTEXTILE FROM STA. 24+88 TO 25+30 STA. -Y3- RT DETAIL 'Y' b=5.0 Ft. B=2.0 Ft. Max. d=1.0 Ft. Min. D=2.0 Ft. *When B is < 6.0' Type of Liner= CL B Rip-Rap Ground Natural Slope Fill GEOTEXTILE GRADE TO DRAIN 61SY GEOTEXTILE EST 16 TONS FROM STA. 24+88 TO STA. 25+33 -Y3- Rt Fill Slope2:1 or Flatter b= 5.0Ft. d= 1.0Ft. Type of Liner= CL B Rip-Rap b DETAIL 'G' Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile Geotextile EXISTING TRANSPORTATION FACILITY N A D 8 3 / N A 2 0 11 C C F C C C C C C C C C C CCC C F C C MITIGABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 ALLOWABLE IMPACTS ZONE 1 SITE '4' S I T E ' 2' SITE '5' 18 " RC P - IV 24+88 TO 25+33 -Y3- Rt TOE PROTECTION W/CL B RIP RAP SEE DETAIL 'G' SHEET 9 OF 13 BUFFER DRAWING GRAPHIC SCALE 0'50'100'150'50' 9 S E E S H E E T 5 M A T C H L I N E - Y 3 - S T A . 2 8 + 0 0 . 0 0 PAVEMENT REMOVAL FOR -Y3- PROFILE, SEE SHEET NO. 16 FOR R/W PLAN, SEE SHEET NO. 2B-6 R E V IS I O N S ROADWAY DESIGN ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 2 7 - S E P - 2 0 2 1 11: 5 7 N : \ N C H y d r o \ M 1 7 0 3 5 _ U - 6 0 1 8 \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ U - 6 0 1 8 _ H y d _ p r m _ b u f _ p s h 0 9 _ c o n . d g n k e d g e r t o n A T M I E N G 0 1 1 1 2 0 1 7 8 / 1 7 / 9 9 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED U-6018 Phone: 919-872-5115 Raleigh, North Carolina 27609 5808 Faringdon Place www.rameykemp.com NC License No. C-0910 OTHERWISE MATCH EXISTING. FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL; 2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING. FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL 1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH NOTES:v v v vv v v v WOODS WOODS WOODS WOODS WO O D S B R U S H BRUSH GR BRUSH G R B K P O R C H D IL A P ID A T E D 48"CONC T A N K U / G O IL A B A N D L T RUINS B S S A B A N D 1S B K DW GR W 36'WW & 1SBW WOODS BR US H W O O D S 36"WW & 3SBW 2 - WD G A T E S S S S 72 "CHL 72"CHL 12 " R C P 72"CONC WALL MEMORIAL/BURIAL 48"CHL GR 12 " R C P 13' GR 15' GR WOODS BRUSH 18 " S T L 10" GR 12 " R C P W G R 11' GR D K 1S F D 1S B K D 3 6 "B K 13' GR 15 " R C P 18" RCP12" RCP 2 4 " R C P 12' GR D I 6 " DI 4 8 "C O N C D K 1S B K D L T T A N K U / G O IL T A N K A / G O IL L T C O N C S R 115 4 K E R S E Y V A L L E Y R D 2 2 .5 ' B S T B Y 3 -2 7 B Y 3 - 2 6 CONC C O N C C O N C E IP E IP E IP E IP E IP E IP FARMERS & MERCHANTS BANK D A N A R . S H E A F F D O U G L A S E . S H E A F F AMERICAN TOWERS INC EMMA J. COX PHLLIS P. NANCE ROGER C. NANCE ADAM T. MOORE RICHARD W. MOORE STEVE A. MOORE MARSHALL MOORE STEPHEN HALL LBD PROPERTIES LLC C O N C DIANE A. MEREDITH REVOCABLE TRUST FRED E. MEREDITH REVOCABLE TRUST CLIFTON H. LAMD 60.00' E X IS T IN G R / W E X IS T IN G R / W 70.00' E X IS T IN G R / W E X IS T IN G R / W 5 0 . 0 0 ' EXISTING PRIVATE R/W C A B IN E T P O WE R H H IN C O N D U IT IN CONDUIT IN C O N D U IT T SPRING HEAD APPARENT C IT Y O F A R C H D A L E ( O U T ) C IT Y O F A R C H D A L E ( IN ) CITY OF ARCHDALE (IN) CITY OF ARCHDALE (OUT) C IT Y O F A R C H D A L E ( O U T ) C IT Y O F A R C H D A L E ( IN ) CITY OF ARCHDALE (IN) CITY OF ARCHDALE (OUT) CITY OF ARCHDALE (IN) CITY OF ARCHDALE (OUT) C IT Y O F A R C H D A L E ( IN ) C IT Y O F A R C H D A L E ( O U T ) D IA N E A. M E R E D IT H R E V O C A B L E T R U S T F R E D E. M E R E D IT H R E V O C A B L E T R U S T C L IF T O N H. L A M D P O N D 226 230 235 240 245 248 249 250 255 257 260 265 270 274 275 280 285 288 WE7 WE6 WH1.5 WG7 WG1 WG6 WG5 WG2 WH10 WH1=WH11 WH9WH8 WH7 WH2 WH3 WH6 WH5 WH4 WE5 WE8 WE9 WE10 WE2 WE3 WE4 LOOK_WR3 WR5 WR4 WR1 WR2 WE1=WE11 266 387 388 389 390 391 WF22 WF21WF20 WF19 WF18WF17 WF2 WF4 WF5 WF7 WF8 WF9 WF10 WF11 WG3 WG4 WD1=SI11A WD2 WD3 WD4 WD5 WD6 WD7 WD8 WF12 WF13 WF14 WF15 WF16WF23 WF24 WF25 WF26 WF27=WF2 WD - R P A - P T S t a . 1 7 + 1 1. 0 3 15 + 0 0 20+0025+00 -Y3- PC Sta. 16+44.55 - Y3 - P T S t a . 2 1+ 8 7 .6 2 - Y3 - P C S ta . 2 7 + 12 .3 5 -Y3- 6 23 22 21 DUE DUE DUE 37 PROP. GR PROP. GR GREU TL-3 GREU TL-3 STA 28+00 -Y3- Lt END SBG 2 4 " STA 18+00-22+00 -Y3- Rt SPECIAL CUT DITCH SEE DETAIL 'C' STA 20+00-21+00 -Y3- Lt SPECIAL CUT DITCH SEE DETAIL 'C' STA 21+00-25+10 -Y3- Lt SPECIAL LATERAL "V" DITCH SEE DETAIL 'D' STA 27+37-28+50 -Y3- Lt SPECIAL LATERAL "V" DITCH SEE DETAIL 'D' STA 27+37-28+50 -Y3- Lt SPECIAL LATERAL "V" DITCH SEE DETAIL 'D' 15" CSP 5SY GEOTEXTILE EST 1 TON CL B RIP RAP RETAINRETAIN R E T A I N REMOVE 24" BANKS ONLY CL B RIP RAP SEE DETAIL 'M' STA 16+00-19+50 -Y3- Lt SPECIAL CUT DITCH SEE DETAIL 'C' STA 17+00-18+00 -Y3- Rt SPECIAL CUT DITCH SEE DETAIL 'C' STA 22+00-23+00 -Y3- Rt SPECIAL CUT DITCH SEE DETAIL 'D' STA 28+50-31+00 -Y3- Lt SPECIAL CUT DITCH SEE DETAIL 'C' OF EXIST. 18" STL OF EXIST. 18" RCP & OUTLET CLEAN DITCH OUT AT INLET STA 27+75-29+00 -Y3- Rt SPECIAL LATERAL "V" DITCH SEE DETAIL 'D' STA 19+50-20+00 -Y3- Lt SPECIAL LATERAL "V" DITCH SEE DETAIL 'D' 2GI STA 15+25-17+00 -Y3- Rt SPECIAL LATERAL "V" DITCH SEE DETAIL 'D' Flatter4:1 or D 2: 1 ( Not to Scale) SPECIAL CUT DITCH FROM STA. 20+00 TO STA. 21+00 -Y3- Lt FROM STA. 16+00 TO STA. 19+00 -Y3- Lt FROM STA. 18+00 TO STA. 22+00 -Y3- Rt FROM STA. 17+00 TO STA. 18+00 -Y3- Rt DETAIL 'C' Min. D= 1.0Ft. Ground Natural Slope Ditch Front 18" RCP-IV 820 820 820 8208 2 0 STA 24+20 - 24+88 -Y3- Rt W/ CL B RIP-RAP STANDARD BASE DITCH SEE DETAIL 'X' STA 24+20 - 24+88 -Y3- Rt W/ CL B RIP-RAP STANDARD BASE DITCH SEE DETAIL 'X' STA 24+88 - 25+30 -Y3- Rt W/ CL B RIP-RAP LATERAL BASE DITCH SEE DETAIL 'Y' ( Not to Scale) SPECIAL LATERAL 'V' DITCH 2: 1 D FROM STA. 27+37 TO STA. 28+50 -Y3- Lt, X=2,3,4 FROM STA. 21+00 TO STA. 25+10 -Y3- Lt, X=4, 3, 2 FROM STA. 19+50 TO STA. 20+00 -Y3- Lt, X=4 FROM STA. 27+75 TO STA. 29+00 -Y3- Rt, X=2 FROM STA. 22+00 TO STA. 23+00 -Y3- Rt, X=3,2 FROM STA. 15+25 TO STA. 17+00 -Y3- Rt, X=4 Min. D= 1.0Ft. DETAIL 'D' Ground Natural SEE XSC"X" Slope Fill 2:12: 1 D ( Not to Scale) STANDARD BASE DITCH B d DDE= 14 CY EST. 46 TON, 121SY GEOTEXTILE FROM STA. 24+20 TO STA. 24+88 -Y3- RT DETAIL 'X' B=2.0Ft. Max. d=1.0Ft. Min. D=2.0Ft. Ground Natural Ground Natural *When B is < 6.0' Type of Liner= CL B Rip-Rap Geotextile GRADE TO DRAIN ( Not to Scale) PIPE OUTLET CHANNEL DETAIL 'M' DDE= 3 CY EST. 4 TONS, 11SY GEOTEXTILE STA. 27+36 -Y3- Rt Ground Natural Ground Natural (Variable) CHANNEL BED Type of Liner= CL B Rip-Rap d= 1.0Ft. Length= 10.0Ft. EXI S TI NG BAN K EXISTING BANKMIN. 2:1 TO TIE MI N. 2: 1 TO TI E d 12" RCP-IV SPRING BOX ( Not to Scale) LATERAL BASE DITCH 2: 1 D B b d 2:1 1"/Ft. DDE = 2 CY EST. 29 TON, 75 SY GEOTEXTILE FROM STA. 24+88 TO 25+30 STA. -Y3- RT DETAIL 'Y' b=5.0 Ft. B=2.0 Ft. Max. d=1.0 Ft. Min. D=2.0 Ft. *When B is < 6.0' Type of Liner= CL B Rip-Rap Ground Natural Slope Fill GEOTEXTILE GRADE TO DRAIN 61SY GEOTEXTILE EST 16 TONS FROM STA. 24+88 TO STA. 25+33 -Y3- Rt Fill Slope2:1 or Flatter b= 5.0Ft. d= 1.0Ft. Type of Liner= CL B Rip-Rap b DETAIL 'G' Ground Natural ( Not to Scale) TOE PROTECTION d Geotextile 805 805805 810 810 8 1 0 810 810 810 810 8 1 0 8 1 0 810 815 815 815 8 1 5 8 15 8 15 8 15 815 8 15 815 8 1 5 815815 815 815 815 820 820 820 8 2 0 820 820 820 820 820 8 2 0 8 2 0 820 820 820 820 820 8 2 0 820 8 2 0 820 820 825 825 825 8 2 5 825 825 825 825 8 2 5 8 2 5 8 2 5 82 5 825825 8 2 5 825 825 825 8 2 5 8 2 5 825 8 2 5 8 3 0 830 830 830 830 83 0 830 830 830 830 8 3 0 830 8 3 0 8 3 0 8 3 0 830 830 830 8 3 0 830 830 830 8 3 0 830 830 835 835 8 3 5 835 835 8 3 5 8 3 5 835 8 3 5 835 8 3 5 835 835835 835 835 8 3 5 835835 8 3 5 8 3 5 835 835 835 835 835 840 840 840 8 4 0 840 840 8 4 0 840 8 4 0 8 4 0 8 4 0 8 4 0 8 4 0 840 8 4 0 840 8 4 0 8 4 0 8 4 0840 8 4 0 840 8 4 0 840 840 8 4 0 8 4 0 840 840 8 4 0 840 8 4 0 8 4 0 8 4 0 8 4 0 8 4 0 840 840 840 840 8 4 0 8 4 5 8 4 5 845 8 4 5 8 4 5 845 Geotextile N A D 8 3 / N A 2 0 11 C C F C C C C C C C C C C CCC C F C C MITIGABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 ALLOWABLE IMPACTS ZONE 1 SITE '4' S I T E ' 2' SITE '5' 18 " RC P - IV 24+88 TO 25+33 -Y3- Rt TOE PROTECTION W/CL B RIP RAP SEE DETAIL 'G' SHEET 10 OF 13 BUFFER DRAWING GRAPHIC SCALE 0'50'100'150'50'SEE SHEET 8MATCHLINE -Y9- STA. 13+75.00 11 PI Sta 16+16.14 D L = 543.50' T = 273.88' R = 1,780.00' PI Sta 19+50.55 D L = 519.16' T = 325.41' R = 340.00' -Y6--Y9- e = 0.060 PI Sta 12+99.39 D L = 250.04' T = 126.16' R = 760.00' -Y5- PI Sta 16+73.94 D L = 112.00' T = 62.70' R = 100.00' PAVEMENT REMOVAL SEE SHEET 7 MATCHLINE -Y6- STA. 15+00.00 FOR -Y5- PROFILE, SEE SHEET NO. 18 FOR -Y6- PROFILE, SEE SHEET NO. 18 FOR -RAB2- PROFILE, SEE SHEET NO. 18 FOR -Y9- PROFILE, SEE SHEET NO. 20 SEE SHEET 7 MATCHLINE -Y5- STA. 11+50.00 e = Transition to exist. Runoff = 120' -RAB2- PI Sta 10+70.75 D L = 110.71' T = 70.75' R = 70.00' PI Sta 11+79.96 D L = 109.21' T = 69.25' R = 70.00' PI Sta 12+90.67 D L = 110.71' T = 70.75' R = 70.00' PI Sta 13+99.87 D L = 109.21' T = 69.25' R = 70.00' 2040 ADT 2018 ADT WEANT RD. REALIGNED -Y9- SR 1162 e = Transition to exist.FOR R/W PLAN, SEE SHEET NO. 2B-8 -Y7- STA. 14+50.00 SEE SHEET 7MATCHLINE R E V IS I O N S ROADWAY DESIGN ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 2 7 - S E P - 2 0 2 1 11: 5 7 N : \ N C H y d r o \ M 1 7 0 3 5 _ U - 6 0 1 8 \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ U - 6 0 1 8 _ H y d _ p r m _ b u f _ p s h 1 1 . d g n k e d g e r t o n A T M I E N G 0 1 1 1 2 0 1 7 8 / 1 7 / 9 9 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED U-6018 Phone: 919-872-5115 Raleigh, North Carolina 27609 5808 Faringdon Place www.rameykemp.com NC License No. C-0910 OTHERWISE MATCH EXISTING. FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL; 2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING. FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL 1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH NOTES: 12" C MP 7' GR W W O O D S W O O D S B R U S H B R US H G U Y P O L E W O O D S R U I N S RUINS R UI N S RUINS 4 8" W W & 1S B W DI L A PI D A T E D W H O U S E P U M P 18" RCP W/FES W/FES W O O D S B A B A N D 1 S F D W O O D S W O O D S A B A N D L T R UI N S B R U S H W / F E S 15 " C M P W / F E S R UI N S W O O D S W O O D S DILAPIDATED48"WW & 2SBW D I L A P I D A T E D 4 8 " W W & 1S B W W O O D S VAR.HTBK WALL WOODS W O O D S W O O D S S W/LT 48"C H L 60"C O N C W / B A S E M E N T 1S B K DU/42"CHL BK WALL VAR.HT VAR. HT B K W AL L W B S T GAZEBO CONC W 48"CONC W /BASEMENT1SBKD BK ACCESS BASEMENT TREES SCATTERED S C A T T E R E D T R E E S B S T 12" RCP DI12" R CP 8'GR/SOIL 1S B K D 16' BST 12 " R C P V A R .H T B L K WA L L R A I L 3 6 " W D L T 1S B K D B K B O R D E R 3 6 " G R W / C O N C 15' BST 12 " R C P 12 " R C P E N D U N K N O W N 18' CONC S WI N G T R E E S S C A T T E R E D P O L E F L A G 66"WD C O N C 1 1/ 2 S B K D BK 42"CONC G A Z E B O S W D W D 4 2 " C O N C W D B K B K S WD W D 42"CONC P L A N T E R C O N CL T 36"WD RAIL G A T E MT L 3 S E L E C 4 8 " W W 4 8 " W W 1S ELEC & 2SBW S R 116 2 WE A N T R D 2 1.5 ' B S T S R 12 6 5 B L U E W OOD CT 20' BST S R 12 6 5 B L U E W O O D C T B S T V A R I E S U 6 0 18 - G P S 10 L T L T L T L T L T DILAPIDATED48"WW & 2SBW 1 2" RCP 12" RCP DI 4 2 " C O N C L T L T 6 6 " W D L T W D EIP C O N C C O N C E I P C O N C C O N C E I P E IP E I P E I P E I P E I P E IP CONC JOEL K. AUMAN BETTY L. INGRAM DON L. INGRAM PATRICIA G. GRANT ROBERT A. GRANT MARY K. DIEPTHANH DIEP EIP N A I L P K N A I L P K CNJ INC P K N A I L LYNN S. HARRIS REGINA S. McDOWELL CLAYTON W. SHACKELFORD HEIRS LOIS FRAZIER JERRY FRAZIER E X I S T I N G R / W E X I S T I N G R / W 60.00' E XIS TI N G R/ W E XIS TI N G R/ W 100.00' E X I S T I N G R / W E X I S T I N G R / W 60.00' E X I S T I N G R / W 15.5' B S T S R 4 0 14 O L D W E A N T R D R / W E X I S T I N G 12 " D I 12 " D I 4 " P L 4 "P L STR EA M DI SA PPEA RI N G S T R E A M DIS APP E A RI N G S T R E A M DI S A P P E A RI N G P O N D C I T Y O F A R C H D A L E ( O U T ) C I T Y O F A R C H D A L E ( I N ) CI T Y O F A R C H D A L E (I N) C I T Y O F A R C H D A L E ( I N ) C I T Y O F A R C H D A L E ( O U T ) CI T Y O F A R C H D A L E ( O U T) CITY OF ARCHDALE (OUT) CITY OF ARCHDALE (IN) CITY OF ARCHDALE (OUT)CITY OF ARCHDALE (IN) GREGORY D. CODY JOSEPH T. CODY DAVID B. CODY ANNIE M. CODY FRANCES C. LAWS RUFUS F. LAWS SIGRID E. WOODS PERRY WOODS III DISAPPEARING STREAM 19 . 5 ' B S T S R 116 2 W E A N T R D W D W A L L 6 6 " B K / 16 " D I 16 " D I 16 " D I LILA PHAM LILA PHAM THATBOTHERSME LLC KIMBERLY J. COX WILLIAM L. CORN CHARLES A. SHACKELFORD LORRAINE SHACKELFORD-GIDDENS JOHN C. SHACKELFORD MONICA SUE-JUNG JON OF JON JIBUM JON AND TRUSTEE FOR THE BENEFIT NAN SOON JON, THATBOTHERSME LLC KIMBERLY J. COX WILLIAM L. CORN COUNTY GUILFORD FOR FUTURE USE UNDEVELOPED STREET 12 " R C P 298 300 301 304 320 325 330 335 340 WJ4 WJ1 WJ 6 WJ5 WL1A=WL1 WL2 WL3 WL4 WL4AWL3A W L 2 A WL7 WL8 WL9 WL21A WL10 LOOK_WJ5A WJ34A WJ33A WJ2A WJ32A WJ3A WJ7A WJ31A WJ8A WJ30A WJ9A WJ4A WJ6A WJ10A WJ29A WJ28A WJ11A WJ12A WJ27A WJ26AWJ25A WJ16A WJ15A WJ14A WJ13A WJ17A WJ24A WJ23A WJ18A 375 380 WJ 2 = WJ 1 A WJ3=WJ35A WS1 WS2 WS3 WS4 WS5 WS6 WS7 WS8 WS9 WS10 WS11 WL5 WL6 WL5A WL6A WL7A WL8A WL9A WL10A WL11A WL12A WL13A WL14A WL15A WL16A WL17A WL18A WL19A WL20A -Y7- POT Sta. 16+42.05 -Y6- PT Sta. 18+85.76 20+00 - Y 9 - P T S t a . 2 1 + 4 4 . 3 1 -Y9- PC Sta. 16+25.15 -Y5- Sta. 17+41.21 -Y6- Sta. 19+50.00= -Y9- Sta. 26+42.94 -Y6- Sta. 20+81.50= -Y9- Sta. 25+72.94 -RAB2- POC Sta. 13+30.62= -Y5- PC Sta. 16+11.24 -Y5- PT Sta. 17+23.24 -Y5- PT Sta. 14+23.28 -Y5- PC Sta. 11+73.23 15 +00 -RAB2- PT 14+39.82 -RAB2- PC Sta. 10+00.00= -Y6- Sta. 20+11.50= -RAB2- POC Sta. 12+19.91 -Y6- Sta. 21+51.50= -Y 9 - -RAB2- 15 + 0 0 15 + 0 0 - Y 5- - Y6 - 15 + 0 0 - Y 9 - 15 + 0 0 - Y 7 - 2 0 + 0 0 - Y 6 - 25+00-Y9- -Y6 - PC S ta . 13+42 .26 - Y 7 - 31 30 29 27 28 26 25 24A 15 24A 11 38 PUE PROP. GR PROP. GR CAT-1 TL-2GREU TL-2 GREU TL-2GREU CB CB CB CB CB CB CB CB CB 15" RCP-IV JB w/MH CB CB 7SY GEOTEXTILE EST 2 TONS CL B RIP RAP 7SY GEOTEXTILE EST 2 TONS CL B RIP RAP 7SY GEOTEXTILE EST 2 TON CL B RIP RAP 15" RCP-IV STA 24+06 -Y9- Lt STD. 3' BASE DITCH SEE DETAIL 'O' 7SY GEOTEXTILE EST 2 TONS CL B RIP RAP STA 20+50-22+50 -Y9- Rt SPECIAL BACK OF CURB CUT DITCH SEE DETAIL 'A' STA 23+00-23+50 -Y9- Rt LATERAL "V" DITCH SEE DETAIL 'P' ( Not to Scale) SPECIAL LATERAL 'V' DITCH 2: 1 D FROM STA. 15+00 TO STA. 18+50 -Y9- Lt Min. D= 1.0Ft. DETAIL 'L' Ground Natural Flatter4:1 or Slope Fill STA 15+00-18+55 -Y9- Lt SPECIAL LATERAL "V" DITCH SEE DETAIL 'L' STA 15+00-18+55 -Y9- Lt SPECIAL LATERAL "V" DITCH SEE DETAIL 'L' HW w/MH TB JB w/MH TB JB CB STA 15+00 -Y9 Lt. CL I RIP RAP (VARIABLE WIDTH) STD BASE DITCH SEE DETAIL 'S' REPLACE W/24" RCP-IV REMOVE 18" RCP REMOVE FES REMOVE FES ON BANKS ONLY CL B RIP RAP SEE DETAIL 'B' 1 5 " R C P - I V 30" RCP-IV 4:12: 1 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) FROM STA. 20+50 TO STA. 23+00 -Y9- Rt DETAIL 'A' GROUND NATURAL 15" RCP-IV 4:14: 1 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) FROM STA. 11+50 TO STA. 19+00 -Y9- Rt DETAIL 'F' GROUND NATURAL 19+00 -Y9- Rt STA 11+50- CURB CUT DITCH SPECIAL BACK OF SEE DETAIL 'F' STA 11+50-19+00 -Y9- Rt CURB CUT DITCH SPECIAL BACK OF SEE DETAIL 'F' 15" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV 24" RCP-IV 15" RCP-IV 15" RCP-IV STA 24+13-25+97 -Y9- Lt CURB CUT DITCH SPECIAL BACK OF SEE DETAIL 'J' 7SY GEOTEXTILE EST 2 TONS CL B RIP RAP R E T A I N 2:12: 1 D ( Not to Scale) STANDARD 3' BASE DITCH B d DDE = 9 CY EST. 26 TON, 53SY GEOTEXTILE STA. 24+06 -Y9- Lt DETAIL 'O' B= 3.0Ft. Max. d= 1.0Ft. Min. D= 2.0Ft. Ground Natural Ground Natural *When B is < 6.0' Type of Liner= CL I Rip-Rap Geotextile LATERAL 'V' DITCH ( Not to Scale) D 2: 1 2:1 b 1"/Ft. DDE = 27 CY FROM STA. 23+00 TO STA. 23+50 -Y9- Rt b= 5.0Ft. Min. D= 1.0Ft. DETAIL 'P' Ground Natural Slope Fill 2300 2000 <100 <100 2300 2000 2400 2200 4700 4200 WEANT RD. EXISTING -Y6- SR 1162 WEANT RD. EXISTING -Y6- SR 1162 15" RCP-V N A D 8 3 / N A 2 0 1 1 F C F F F C F F F F F F F C F C F C C C C C C ALLOWABLE IMPACTS ZONE 2 ALLOWABLE IMPACTS ZONE 1 SITE '7' SITE '8' SITE '6' 14+00 -RAB2- Rt TO 24+27 -Y9- Rt TOE PROTECTION W/CL B RIP RAP SEE DETAIL 'G' 1 8 " R C P - I V 1 8 " R C P - I V 3 6 " R C P - I V SHEET 11 OF 13 BUFFER DRAWING GRAPHIC SCALE 0'50'100'150'50'SEE SHEET 8MATCHLINE -Y9- STA. 13+75.00 11 PI Sta 16+16.14 D L = 543.50' T = 273.88' R = 1,780.00' PI Sta 19+50.55 D L = 519.16' T = 325.41' R = 340.00' -Y6--Y9- e = 0.060 PI Sta 12+99.39 D L = 250.04' T = 126.16' R = 760.00' -Y5- PI Sta 16+73.94 D L = 112.00' T = 62.70' R = 100.00' PAVEMENT REMOVAL SEE SHEET 7 MATCHLINE -Y6- STA. 15+00.00 FOR -Y5- PROFILE, SEE SHEET NO. 18 FOR -Y6- PROFILE, SEE SHEET NO. 18 FOR -RAB2- PROFILE, SEE SHEET NO. 18 FOR -Y9- PROFILE, SEE SHEET NO. 20 SEE SHEET 7 MATCHLINE -Y5- STA. 11+50.00 e = Transition to exist. Runoff = 120' -RAB2- PI Sta 10+70.75 D L = 110.71' T = 70.75' R = 70.00' PI Sta 11+79.96 D L = 109.21' T = 69.25' R = 70.00' PI Sta 12+90.67 D L = 110.71' T = 70.75' R = 70.00' PI Sta 13+99.87 D L = 109.21' T = 69.25' R = 70.00' 2040 ADT 2018 ADT WEANT RD. REALIGNED -Y9- SR 1162 e = Transition to exist.FOR R/W PLAN, SEE SHEET NO. 2B-8 -Y7- STA. 14+50.00 SEE SHEET 7MATCHLINE R E V IS I O N S ROADWAY DESIGN ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. 2 7 - S E P - 2 0 2 1 11: 5 8 N : \ N C H y d r o \ M 1 7 0 3 5 _ U - 6 0 1 8 \ H y d r a u l i c s \ P E R M I T S _ E n v i r o n m e n t a l \ D r a w i n g s \ U - 6 0 1 8 _ H y d _ p r m _ b u f _ p s h 1 1 _ c o n . d g n k e d g e r t o n A T M I E N G 0 1 1 1 2 0 1 7 8 / 1 7 / 9 9 HYDRAULICS ENGINEER DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED U-6018 Phone: 919-872-5115 Raleigh, North Carolina 27609 5808 Faringdon Place www.rameykemp.com NC License No. C-0910 OTHERWISE MATCH EXISTING. FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL; 2. DRIVEWAYS FOR C&G SECTIONS: USE 16' MIN. WIDTH WITH 5' MIN. RADII; OTHERWISE MATCH EXISTING. FOR RESIDENTIAL AND 24' MIN. WIDTH FOR COMMERCIAL 1. DRIVEWAYS FOR SHOULDER SECTIONS: USE 16' MIN. WIDTH NOTES: 12" C MP 7' GR W W O O D S W O O D S B R U S H B R US H G U Y P O L E W O O D S R U I N S RUINS R UI N S RUINS 4 8" W W & 1S B W DI L A PI D A T E D W H O U S E P U M P 18" RCP W/FES W/FES W O O D S B A B A N D 1 S F D W O O D S W O O D S A B A N D L T R UI N S B R U S H W / F E S 15 " C M P W / F E S R UI N S W O O D S W O O D S DILAPIDATED48"WW & 2SBW D I L A P I D A T E D 4 8 " W W & 1S B W W O O D S VAR.HTBK WALL WOODS W O O D S W O O D S S W/LT 48"C H L 60"C O N C W / B A S E M E N T 1S B K DU/42"CHL BK WALL VAR.HT VAR. HT B K W AL L W B S T GAZEBO CONC W 48"CONC W /BASEMENT1SBKD BK ACCESS BASEMENT TREES SCATTERED S C A T T E R E D T R E E S B S T 12" RCP DI12" R CP 8'GR/SOIL 1S B K D 16' BST 12 " R C P V A R .H T B L K WA L L R A I L 3 6 " W D L T 1S B K D B K B O R D E R 3 6 " G R W / C O N C 15' BST 12 " R C P 12 " R C P E N D U N K N O W N 18' CONC S WI N G T R E E S S C A T T E R E D P O L E F L A G 66"WD C O N C 1 1/ 2 S B K D BK 42"CONC G A Z E B O S W D W D 4 2 " C O N C W D B K B K S WD W D 42"CONC P L A N T E R C O N CL T 36"WD RAIL G A T E MT L 3 S E L E C 4 8 " W W 4 8 " W W 1S ELEC & 2SBW S R 116 2 WE A N T R D 2 1.5 ' B S T S R 12 6 5 B L U E W OOD CT 20' BST S R 12 6 5 B L U E W O O D C T B S T V A R I E S U 6 0 18 - G P S 10 L T L T L T L T L T DILAPIDATED48"WW & 2SBW 1 2" RCP 12" RCP DI 4 2 " C O N C L T L T 6 6 " W D L T W D EIP C O N C C O N C E I P C O N C C O N C E I P E IP E I P E I P E I P E I P E IP CONC JOEL K. AUMAN BETTY L. INGRAM DON L. INGRAM PATRICIA G. GRANT ROBERT A. GRANT MARY K. DIEPTHANH DIEP EIP N A I L P K N A I L P K CNJ INC P K N A I L LYNN S. HARRIS REGINA S. McDOWELL CLAYTON W. SHACKELFORD HEIRS LOIS FRAZIER JERRY FRAZIER E X I S T I N G R / W E X I S T I N G R / W 60.00' E XIS TI N G R/ W E XIS TI N G R/ W 100.00' E X I S T I N G R / W E X I S T I N G R / W 60.00' E X I S T I N G R / W 15.5' B S T S R 4 0 14 O L D W E A N T R D R / W E X I S T I N G 12 " D I 12 " D I 4 " P L 4 "P L STR EA M DI SA PPEA RI N G S T R E A M DIS APP E A RI N G S T R E A M DI S A P P E A RI N G P O N D C I T Y O F A R C H D A L E ( O U T ) C I T Y O F A R C H D A L E ( I N ) CI T Y O F A R C H D A L E (I N) C I T Y O F A R C H D A L E ( I N ) C I T Y O F A R C H D A L E ( O U T ) CI T Y O F A R C H D A L E ( O U T) CITY OF ARCHDALE (OUT) CITY OF ARCHDALE (IN) CITY OF ARCHDALE (OUT)CITY OF ARCHDALE (IN) GREGORY D. CODY JOSEPH T. CODY DAVID B. CODY ANNIE M. CODY FRANCES C. LAWS RUFUS F. LAWS SIGRID E. WOODS PERRY WOODS III DISAPPEARING STREAM 19 . 5 ' B S T S R 116 2 W E A N T R D W D W A L L 6 6 " B K / 16 " D I 16 " D I 16 " D I LILA PHAM LILA PHAM THATBOTHERSME LLC KIMBERLY J. COX WILLIAM L. CORN CHARLES A. SHACKELFORD LORRAINE SHACKELFORD-GIDDENS JOHN C. SHACKELFORD MONICA SUE-JUNG JON OF JON JIBUM JON AND TRUSTEE FOR THE BENEFIT NAN SOON JON, THATBOTHERSME LLC KIMBERLY J. COX WILLIAM L. CORN COUNTY GUILFORD FOR FUTURE USE UNDEVELOPED STREET 12 " R C P 298 300 301 304 320 325 330 335 340 WJ4 WJ1 WJ 6 WJ5 WL1A=WL1 WL2 WL3 WL4 WL4AWL3A W L 2 A WL7 WL8 WL9 WL21A WL10 LOOK_WJ5A WJ34A WJ33A WJ2A WJ32A WJ3A WJ7A WJ31A WJ8A WJ30A WJ9A WJ4A WJ6A WJ10A WJ29A WJ28A WJ11A WJ12A WJ27A WJ26AWJ25A WJ16A WJ15A WJ14A WJ13A WJ17A WJ24A WJ23A WJ18A 375 380 WJ 2 = WJ 1 A WJ3=WJ35A WS1 WS2 WS3 WS4 WS5 WS6 WS7 WS8 WS9 WS10 WS11 WL5 WL6 WL5A WL6A WL7A WL8A WL9A WL10A WL11A WL12A WL13A WL14A WL15A WL16A WL17A WL18A WL19A WL20A -Y7- POT Sta. 16+42.05 -Y6- PT Sta. 18+85.76 20+00 - Y 9 - P T S t a . 2 1 + 4 4 . 3 1 -Y9- PC Sta. 16+25.15 -Y5- Sta. 17+41.21 -Y6- Sta. 19+50.00= -Y9- Sta. 26+42.94 -Y6- Sta. 20+81.50= -Y9- Sta. 25+72.94 -RAB2- POC Sta. 13+30.62= -Y5- PC Sta. 16+11.24 -Y5- PT Sta. 17+23.24 -Y5- PT Sta. 14+23.28 -Y5- PC Sta. 11+73.23 15 +00 -RAB2- PT 14+39.82 -RAB2- PC Sta. 10+00.00= -Y6- Sta. 20+11.50= -RAB2- POC Sta. 12+19.91 -Y6- Sta. 21+51.50= -Y 9 - -RAB2- 15 + 0 0 15 + 0 0 - Y 5- - Y6 - 15 + 0 0 - Y 9 - 15 + 0 0 - Y 7 - 2 0 + 0 0 - Y 6 - 25+00-Y9- -Y6 - PC S ta . 13+42 .26 - Y 7 - 31 30 29 27 28 26 25 24A 15 24A 11 38 PUE PROP. GR PROP. GR CAT-1 TL-2GREU TL-2 GREU TL-2GREU CB CB CB CB CB CB CB CB CB 15" RCP-IV JB w/MH CB CB 7SY GEOTEXTILE EST 2 TONS CL B RIP RAP 7SY GEOTEXTILE EST 2 TONS CL B RIP RAP 7SY GEOTEXTILE EST 2 TON CL B RIP RAP 15" RCP-IV STA 24+06 -Y9- Lt STD. 3' BASE DITCH SEE DETAIL 'O' 7SY GEOTEXTILE EST 2 TONS CL B RIP RAP STA 20+50-22+50 -Y9- Rt SPECIAL BACK OF CURB CUT DITCH SEE DETAIL 'A' STA 23+00-23+50 -Y9- Rt LATERAL "V" DITCH SEE DETAIL 'P' ( Not to Scale) SPECIAL LATERAL 'V' DITCH 2: 1 D FROM STA. 15+00 TO STA. 18+50 -Y9- Lt Min. D= 1.0Ft. DETAIL 'L' Ground Natural Flatter4:1 or Slope Fill STA 15+00-18+55 -Y9- Lt SPECIAL LATERAL "V" DITCH SEE DETAIL 'L' STA 15+00-18+55 -Y9- Lt SPECIAL LATERAL "V" DITCH SEE DETAIL 'L' HW w/MH TB JB w/MH TB JB CB STA 15+00 -Y9 Lt. CL I RIP RAP (VARIABLE WIDTH) STD BASE DITCH SEE DETAIL 'S' REPLACE W/24" RCP-IV REMOVE 18" RCP REMOVE FES REMOVE FES ON BANKS ONLY CL B RIP RAP SEE DETAIL 'B' 1 5 " R C P - I V 30" RCP-IV 4:12: 1 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) FROM STA. 20+50 TO STA. 23+00 -Y9- Rt DETAIL 'A' GROUND NATURAL 15" RCP-IV 4:14: 1 SPECIAL BACK OF CURB CUT DITCH (NOT TO SCALE) FROM STA. 11+50 TO STA. 19+00 -Y9- Rt DETAIL 'F' GROUND NATURAL 19+00 -Y9- Rt STA 11+50- CURB CUT DITCH SPECIAL BACK OF SEE DETAIL 'F' STA 11+50-19+00 -Y9- Rt CURB CUT DITCH SPECIAL BACK OF SEE DETAIL 'F' 15" RCP-IV 15" RCP-IV 15" RCP-IV 15" RCP-IV 24" RCP-IV 15" RCP-IV 15" RCP-IV STA 24+13-25+97 -Y9- Lt CURB CUT DITCH SPECIAL BACK OF SEE DETAIL 'J' 7SY GEOTEXTILE EST 2 TONS CL B RIP RAP R E T A I N 2:12: 1 D ( Not to Scale) STANDARD 3' BASE DITCH B d DDE = 9 CY EST. 26 TON, 53SY GEOTEXTILE STA. 24+06 -Y9- Lt DETAIL 'O' B= 3.0Ft. Max. d= 1.0Ft. Min. D= 2.0Ft. Ground Natural Ground Natural *When B is < 6.0' Type of Liner= CL I Rip-Rap Geotextile LATERAL 'V' DITCH ( Not to Scale) D 2: 1 2:1 b 1"/Ft. DDE = 27 CY FROM STA. 23+00 TO STA. 23+50 -Y9- Rt b= 5.0Ft. Min. D= 1.0Ft. DETAIL 'P' Ground Natural Slope Fill 8 0 5 805 805 8 0 5 8 1 0 8 1 0 810 8 1 0 810 810 8 1 0 810 810 8 1 0 810 8 10 8 1 0 810 8 15 8 15 8 1 5 8 15 815 815 815 8 1 5 8 15 815 8 15 8 15 815 815 815 815 8 15 815 8 15 815 815 8 1 5 8 15 8 15 815 8 15 8 1 5 8 1 5 815 815 815 8 2 0 820 8 2 0 8 2 0 820 820 820 820 820 820 820 8 2 0 820 820 820 8 2 0 82 0 8 2 0 820 820 8 2 0 8 2 0 8 2 0 8 2 0 8 2 0 8 2 0 820 820 820 8 2 0 820 8 2 0 8 2 0 820 820 820820 820 8 2 0 820 8 2 0 820 820 8 2 0 820 820 8 2 0 820 8 2 5 825 825825 8 2 5 825 825 8 2 5 8 2 5 825 8 2 5 8 2 5 8 2 5 8 2 5 8 2 5 8 2 5 8 2 5 825 825 8 2 5 825 825 825 8 2 5 825 8 2 5 825 830 8 3 0 8 3 0 8 3 0 830 8 3 0 8 3 0 8 3 0 830 830 830 8 3 0 8 3 0 8 3 0 8 3 0 830 830 830 830 830 830 835 8 3 5 8 3 5 8 3 5 2300 2000 <100 <100 2300 2000 2400 2200 4700 4200 WEANT RD. EXISTING -Y6- SR 1162 WEANT RD. EXISTING -Y6- SR 1162 15" RCP-V N A D 8 3 / N A 2 0 1 1 F C F F F C F F F F F F F C F C F C C C C C C ALLOWABLE IMPACTS ZONE 2 ALLOWABLE IMPACTS ZONE 1 SITE '7' SITE '8' SITE '6' 14+00 -RAB2- Rt TO 24+27 -Y9- Rt TOE PROTECTION W/CL B RIP RAP SEE DETAIL 'G' 1 8 " R C P - I V 1 8 " R C P - I V 3 6 " R C P - I V Site Station Structure No. (From/To) Size / Type 1 -L- 30+68.5 to 31+70 24in RCP 2238 1693 2 -L- 44+97 to 46+10 36in Pipe Extension 28 1507 3 -Y9- 10+45 to 14+17 Proposed Roadway 6425 10529 4 -Y3- 23+73.5 to 27+81 18in RCP & 18in RCP 10352 16927 5 -Y3- 14+76 to 15+65 Proposed Roadway 1835 560 6 -Y9- 14+63 to 14+99 Std. Base Ditch 1865 1142 7 -Y9- 23+46 to 24+43 36in RCP 10918 6850 8 -Y6- 17+71 to 19+19 24in RCP 1819 925 25128 33558 0 16927 0000 NOTES: Revised 2018 Feb SHEET 12 OF 13 ALLOWABLE MITIGABLE 09/27/2021 ZONE 2 (ft2) ZONE 1 (ft2) TOTAL (ft2) ZONE 2 (ft2) ZONE 1 (ft2) TOTAL (ft2) 47163.1.1 GUILFORD U-6018 BUFFER REPLACEMENT IMPACTS RIPARIAN BUFFER IMPACTS SUMMARY NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS TOTALS*: ROAD CROSSING BRIDGE PARALLEL IMPACT ZONE 1 (ft2) ZONE 2 (ft2) TYPE ZONE 1 (ft2) ZONE 2 (ft2) 4 -Y3- 24+24 to 25+06 4163 290 5 -Y3- 15+15 to 15+19 14 7 -Y9- 23+77 to 24+23 2992 7169 290 Revised 2018 Feb SHEET 13 OF 13 WETLANDS IN BUFFER IMPACTS SUMMARY 47163.1.1 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 09/27/2021 GUILFORD U-6018 WETLANDS IN BUFFERS SITE NO. STATION (FROM/TO) TOTAL: Rev. Jan 2009