SITE #32 PERMIT DRAWING SHEET 101 OF 114 PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION DENOTES IMPACTS IN SURFACE WATER

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1 8/17/99 PROJT RRN NO. R/W HT NO. ROADWAY DIGN HT NO. 30A HYDRAULI NAD / NR2007 DNOT IMPAT IN URA WATR T T DNOT TMPORARY IMPAT IN URA WATR PRLIMINARY PLAN DO NOT U OR ONTRUTION O N T R U T I O N Raleigh, N ax: License: HAZARDOU PILL BAIN 6 AD=9.35% (+/-) DTAIL HB-6, HT. 2-O TMPORARY IMPAT IN URA WATR 79 OR INAL T HARTI ANN & WNIL JANI L B RIP RAP T 3 TON T 11 YG 24" G-1 TANDARD TAIL BA TH LIN W/ L I DTAIL 16, HT. 2-N 48"WOVN WIR N 450 L I RIP RAP AT MBANKMNT DTAIL 36, HT. 2-N L II RIP RAP BANK TABILIZATION, TYP. DTAIL 35, HT. 2-N T 80 TON T 300 YG N ROWAN OUNTY TI TO XIT. 80 IT #32 ONRT TH APHI AL HT 1 O 114 XITING R/W 24" P W/2 LBOW UL1 1 1 UL2 UL3 UL4 TI TO XIT. N 17.2 ON. 72"ON 24" 18" 1.0 BT 7 X 7 DOUBL BARRL BOX ULVRT 1/27/ \_hyd_prm_wet_1_psh30A.dgn UR:default ONTRATOR TO VRIY INAL LV. O TRUTUR INV. I-85 / U 601 BL 24.0 BT 4.0 BT I-85 B TB RP- I RP- I TB

2 8/17/99 PROJT RRN NO. R/W HT NO. ROADWAY DIGN HT NO. 30A HYDRAULI NAD / NR2007 DNOT IMPAT IN URA WATR T T DNOT TMPORARY IMPAT IN URA WATR PRLIMINARY PLAN DO NOT U OR ONTRUTION O N T R U T I O N Raleigh, N ax: License: HAZARDOU PILL BAIN 6 AD=9.35% (+/-) DTAIL HB-6, HT. 2-O TMPORARY IMPAT IN URA WATR 79 OR INAL T HARTI ANN & WNIL JANI L B RIP RAP T 3 TON T 11 YG 24" 650 G-1 TANDARD TAIL BA TH LIN W/ L I DTAIL 16, HT. 2-N 48"WOVN WIR N 450 L I RIP RAP AT MBANKMNT DTAIL 36, HT. 2-N L II RIP RAP BANK TABILIZATION, TYP. DTAIL 35, HT. 2-N T 80 TON T 300 YG XITING R/W ROWAN OUNTY TI TO XIT. N 80 IT #32 ONRT TH APHI AL HT 2 O 114 TI TO XIT. N 24" P W/2 LBOW 17.2 ON. UL1 1 1 UL2 UL3 UL4 24" 18" 72"ON 1/27/ \_hyd_prm_wet_2_psh30A_con.dgn UR:default ONTRATOR TO VRIY INAL LV. O TRUTUR INV. I-85 / U 601 BL 1.0 BT 24.0 BT 4.0 BT I-85 B TB RP- I 7 X 7 DOUBL BARRL BOX ULVRT RP- I TB

3 8/17/99 PROJT RRN NO. R/W HT NO. ROADWAY DIGN HT NO. 30B HYDRAULI RP- I NAD / NR2007 DNOT IMPAT IN URA WATR T T DNOT TMPORARY IMPAT IN URA WATR PRLIMINARY PLAN DO NOT U OR ONTRUTION O N T R U T I O N Raleigh, N ax: License: I-85 B RP- I TB APHI AL TB 7 X 7 DOUBL BARRL BOX ULVRT HT 3 O ON. ULVRT 3001 APPAR TO B IN GOOD ONTION, BAD UPON VIUAL INPTION O PIP U/ AND D/ O ILL LOP. TI TO XIT. N R/W MON PW/2 LBOW UL6 UL5 2 UL8 2 UL7 ARTHN BRM BM #54 -BL- TA RT. LV. =.99 18"RP TI TO XIT. N LATRAL BA TH LIN W/ L I DTAIL 26, HT. 2-N G-1 L I RIP RAP BANK TABILIZATION, TYP. DTAIL 6, HT. 2-N T 30 TON T 190 YG IT # /27/ \_hyd_prm_wet_3_psh30B.dgn UR:default 186 Q=39.7 V=5.9 P TURKY ROAD LL TMPORARY IMPAT IN URA WATR ROM RIGHT-O-WAY TO DG O RIP-RAP

4 8/17/99 PROJT RRN NO. R/W HT NO. ROADWAY DIGN HT NO. 30B HYDRAULI RP- I NAD / NR2007 DNOT IMPAT IN URA WATR T DNOT TMPORARY T IMPAT IN URA WATR PRLIMINARY PLAN DO NOT U OR ONTRUTION O N T R U T I O N Raleigh, N ax: License: I-85 B RP- I 1/27/ \_hyd_prm_wet_4_psh30B_con.dgn UR:default 18"RP X 7 DOUBL BARRL BOX ULVRT TB APHI AL BM #54 TB LV. =.99 -BL- TA RT. PW/2 LBOW TI TO XIT. N LIN W/ L I LATRAL BA TH DTAIL 26, HT. 2-N UL6 UL5 2 2 UL7 17 ON. UL8 G-1 N Q=39.7 V=5.9 P TI TO XIT. ARTHN BRM T 30 TON T 190 YG ULVRT 3001 APPAR TO B IN GOOD ONTION, BAD UPON VIUAL INPTION O PIP U/ AND D/ O ILL LOP. L I RIP RAP BANK TABILIZATION, TYP. DTAIL 6, HT. 2-N IT # TURKY ROAD LL TMPORARY IMPAT IN URA WATR ROM RIGHT-O-WAY TO DG O RIP-RAP 187 R/W MON HT 4 O 114

5 T ta " RP T ta M ATHLIN HT 33 TA /17/99 DNOT XAVATION IN WTLAND APHI AL PROJT RRN NO. ROADWAY DIGN R/W HT NO. HT NO. 32 HYDRAULI DNOT IMPAT IN URA WATR T T DNOT TMPORARY IMPAT IN URA WATR MOO RD. HT 5 O 114 NAD / NR 2007 PRLIMINARY PLAN DO NOT U OR ONTRUTION 194 XITING R/W R 1308 OIL LAUD LA & MARGART HRRIN KUYKNDALL IT #35 HT 32B TANDARD TAIL BA TH LIN W/ L I DTAIL 16, HT. 2-N AD=6.17% (+/-) O N T R U T I O N Raleigh, N ax: License: M ATHLIN HT 31 TA RP- I AU " RP-III TB -A 192 PIAL UT V TH DTAIL 1, HT. 2-N 72" ON AT LV.= ROWAN OUNTY PIAL UT V TH DTAIL 1, HT. 2-N INV OUT= AT=.4 18" RP- I 36" RP-III RP W INV=.55 72"ON INV=.43 N INV=.07 TB AT=.18 18" RP TB -A BRIDG #32 ON INV OUT= INV IN= AT=.61 AT LV.= INV=.95 72" ON INV=.01 INV=.66 18" RP-III TB -A 18" RP AT LV.= 36" RP-III " MP INV=.85 INV=.3 INV= AT LV.= W AK W 36" MP 36" RP-III OIL 202 INV= ON. TOP=.76 18" RP 72"ON 0.0 XITING R/W PHARR J Y TAT INV OUT= AU-350 TB RP-III INV IN=.4 AT=.68 RIPRAP 18" RP 17 RP-III INV=.87 96"HL W/ 3 BW TL ABL W/ POT 12 J R ATKINON 82 I-85 B TB -A 36" RP-III 36" RP-III 48"WW W/ 1 BW ON 48"WW W/ 1 BW TB TB -A ON ON W " RP-III 18"RP AT-1 HA TB TB -A MGUIR RUBY LDR N % THOMA MGUIR 207 TI TO XIT. AL UMP PIAL UT DTAIL 5, HT. 2-N V TH AL UMP DTAIL 1, DTAIL 5, HT. 2-N HT. 2-N -A DTAIL 6 BANK TABILIZATION PIAL UT V TH DTAIL 1, HT. 2-N DTAIL 12, HT. 2-N BRM V TH LIN W/ PRM IT #33 LATRAL BA TH TD LIN W/ L I DTAIL 28, HT. 2-N RP-III IT #34 LATRAL BA TH LIN W/ L I DTAIL 25, HT. 2-O RP-III 48"WOVN WIR N 72"ON -A 36" RP-I -A 42" 42" 42" 42" HA LATRAL V TH LIN W/ L I DTAIL 29 HT. 2-N AL LATRAL V TH DTAIL 30, HT. 2-N HAZARDOU PILL BAIN 7 DTAIL HB-7, HT. 2-N L I RIP RAP BANK TABILIZATION, TYP. DTAIL 6, HT. 2-N ta T 25 TON T 85 YG L B RIP RAP T 7 TON T 22 YG NDL INV=.43 TB -A 208 W/2 LBOW 36" RP-III 72" ON UL3 UL4 2 2 H 48"WD RAIL 36" P INV=.63 INV OUT=.01 TB -A AT=.51 RP- I 36" MP MP IT #35 112"x75" MAP 7 X7 INGL BARRL BOX ULVRT 9.5 ON. H INV=.21 -A 36" RP-III RP-III 36" T 25 TON T 85 YG XITING R/W L I RIP RAP BANK UL1 1 1 UL2 TABILIZATION, TYP. H DTAIL 6, HT. 2-N H 9 ON. ( Not to cale) 1/28/ \_hyd_prm_wet_5_psh32.dgn UR:default R 2719 LOKHART RD 198 Natural Ground MIN. TO TI XITING BANK, TYP. JAM & ZLL R BALLOU NW HANNL BD (Variable) Type of Liner = l I Rip-Rap 2., TYP. Natural Ground GOTXTIL, TYP. No Rip Rap hall Be Placed In hannel Bed 1BU HT 32A ULVRT 3201 APPAR TO B IN GOOD ONTION, BAD UPON VIUAL INPTION O PIP U/ AND D/ O ILL LOP. NOT: 1. XITING PIP MAY B D OR TMPORARY DRAINAG DURING ONTRUTION. ON PROPOD DRAINAG YTM I INTALLD AND UNTIONING PIP I TO B D. TH PORTION O PIP RMAINING UNDR NW PAVMNT I TO B PLUGGD AND TH ILLD WITH LOWABL ILL. HT 78 & 79 OR -LB- & -LNB- PROIL

6 T ta " RP T ta M ATHLIN HT 33 TA /17/99 DNOT XAVATION IN WTLAND APHI AL PROJT RRN NO. ROADWAY DIGN R/W HT NO. HT NO. 32 HYDRAULI DNOT IMPAT IN URA WATR T T DNOT TMPORARY IMPAT IN URA WATR HT 6 O 114 NAD / NR 2007 PRLIMINARY PLAN DO NOT U OR ONTRUTION 194 XITING R/W R 1308 MOO RD. OIL LAUD LA & MARGART HRRIN KUYKNDALL IT #35 HT 32B TANDARD TAIL BA TH LIN W/ L I DTAIL 16, HT. 2-N AD=6.17% (+/-) O N T R U T I O N Raleigh, N ax: License: /28/ \_hyd_prm_wet_6_psh32_con.dgn UR:default R 2719 LOKHART RD M ATHLIN HT 31 TA RP- I AU " RP-III TB -A 192 Natural Ground PIAL UT V TH DTAIL 1, HT. 2-N 72" ON AT LV.= ROWAN OUNTY PIAL UT V TH DTAIL 1, HT. 2-N INV OUT= AT=.4 18" RP- I 36" RP-III RP 72"ON W INV=.55 INV=.43 N INV=.07 18" RP TB -A JAM & ZLL R BALLOU 715 AT=.18 BRIDG #32 ON 199 AT LV.= INV OUT=.35 18" RP-III 195 INV IN=.53 INV=.95 AT=.61 72" ON INV=.01 INV=.66 TB -A 18" RP AT LV.= 36" RP-III " MP INV=.85 INV= INV= AT LV.= W AK W 36" MP " RP-III OIL 202 INV= ON. TOP=.76 18" RP 0.0 XITING R/W PHARR J Y 72"ON TAT 200 AU-350 TB RP-III INV OUT=.72 INV IN=.4 AT=.68 RIPRAP 17 RP-III 18" RP INV=.87 96"HL W/ 3 BW TL ABL W/ POT 12 J R ATKINON 712 I-85 B TB -A 36" RP-III 36" RP-III 82 ON 48"WW W/ 1 BW 48"WW W/ 1 BW ON 1BU ON W "RP AT-1 HA 207 MGUIR RUBY LDR % THOMA MGUIR TI TO XIT. AL UMP PIAL UT DTAIL 5, HT. 2-N V TH AL UMP DTAIL 1, DTAIL 5, HT. 2-N HT. 2-N -A MIN. TO TI XITING BANK, TYP. TB DTAIL 6 BANK TABILIZATION ( Not to cale) NW HANNL BD (Variable) Type of Liner = l I Rip-Rap Natural Ground No Rip Rap hall Be Placed In hannel Bed 2., TYP. GOTXTIL, TYP. PIAL UT V TH DTAIL 1, HT. 2-N DTAIL 12, HT. 2-N BRM V TH LIN W/ PRM IT #33 TB TB -A LATRAL BA TH TD LIN W/ L I DTAIL 28, HT. 2-N RP-III 36" RP-III IT #34 TB TB -A N RP-III 48"WOVN WIR N 72"ON -A 36" RP-I -A 42" 42" 42" 42" LATRAL V TH DTAIL 25, HT. 2-O LIN W/ L I DTAIL 29 HT. 2-N LATRAL BA TH LIN W/ L I HT 32A HA AL LATRAL V TH DTAIL 30, HT. 2-N HAZARDOU PILL BAIN 7 DTAIL HB-7, HT. 2-N L I RIP RAP BANK TABILIZATION, TYP. DTAIL 6, HT. 2-N ta T 25 TON L B RIP RAP T 7 TON T 22 YG T 85 YG INV=.43 NDL 208 W/2 LBOW 36" RP-III UL3 TB -A 72" ON UL4 2 2 H 48"WD RAIL 36" P INV=.63 INV OUT=.01 TB -A AT=.51 RP- I 36" MP MP 112"x75" MAP IT #35 7 X7 INGL BARRL BOX ULVRT 9.5 ON. H INV=.21 -A ULVRT 3201 APPAR TO BAD UPON VIUAL INPTION O PIP U/ AND D/ O ILL LOP. 36" RP-III B IN GOOD ONTION, 36" RP-III T 25 TON T 85 YG 650 XITING R/W L I RIP RAP BANK 1 UL2 UL1 1 TABILIZATION, TYP. DTAIL 6, HT. 2-N NOT: ILL. H H 9 ON. 1. XITING PIP MAY B D OR TMPORARY DRAINAG DURING ONTRUTION. ON PROPOD DRAINAG YTM I INTALLD AND UNTIONING PIP I TO B D. TH PORTION O PIP RMAINING UNDR NW PAVMNT I TO B PLUGGD AND TH ILLD WITH LOWABL HT 78 & 79 OR -LB- & -LNB- PROIL

7 12" RP T ta /17/99 DNOT XAVATION IN WTLAND NAD / NR 2007 PROJT RRN NO. R/W HT NO. ROADWAY DIGN HT NO. 32A HYDRAULI DNOT IMPAT IN URA WATR T T DNOT TMPORARY IMPAT IN URA WATR PRLIMINARY PLAN DO NOT U OR ONTRUTION AT-1 INV OUT=.72 INV IN=.4 AT=.68 RP-III 3 TL ABL W/ POT I-85 B TB RP-III TB RP-III O N T R U T I O N Raleigh, N ax: License: /28/ \_hyd_prm_wet_7_psh32A.dgn UR:default 18" RP 17 INV=.87 TB -A 36" RP-III 36" RP-III 96"HL W/ 3 BW IT # J R ATKINON 82 48"WW W/ 1 BW ON TB -A ON ON W " RP-III LATRAL BA TH TD LIN W/ L I DTAIL 28, HT. 2-N IT #34 18"RP TB -A HA -A 207 -A 36" RP-I -A AL UMP DTAIL 5, HT. 2-N 42" 42" 42" 42" HA LATRAL V TH LIN W/ L I DTAIL 29 HT. 2-N AL LATRAL V TH DTAIL 30, HT. 2-N APHI AL ta Q=80.8 HT 7 O 114 V=.1 P TMPORARY IMPAT IN URA WATR OR IRT T NDL INV= UL3 2 2 UL4 H 48"WD RAIL INV=.63 RP-III IT #35 36" MP 12"x75" MAP BOX ULVRT 9.5 ON. H 36" R ULVRT 3201 APPAR TO B IN GOOD ONTION BAD UPON VIUAL INPTION O PIP U/ AND D/ O ILL LOP. L T

8 12" RP T ta /17/99 DNOT XAVATION IN WTLAND NAD / NR 2007 PROJT RRN NO. R/W HT NO. ROADWAY DIGN HT NO. 32A HYDRAULI DNOT IMPAT IN URA WATR T T DNOT TMPORARY IMPAT IN URA WATR PRLIMINARY PLAN DO NOT U OR ONTRUTION AT-1 INV OUT=.72 INV IN=.4 AT=.68 1/28/ \_hyd_prm_wet_8_psh32A_con.dgn UR:default 17 RP-III 18" RP INV=.87 96"HL W/ 3 BW TL ABL W/ POT 12 J R ATKINON I-85 B TB -A 36" RP-III 36" RP-III IT # "WW W/ 1 BW ON TB TB -A ON ON RP-III W " RP-III LATRAL BA TH TD LIN W/ L I DTAIL 28, HT. 2-N IT #34 18"RP HA TB TB -A -A RP-III 207 -A 36" RP-I -A 42" 42" 42" 42" HA LATRAL V TH DTAIL 29 LIN W/ L I HT. 2-N AL UMP DTAIL 5, HT. 2-N AL LATRAL V TH DTAIL 30, HT. 2-N APHI AL ta Q=80.8 INV=.43 O N T R U T I O N HT 8 O 114 V=.1 P TMPORARY IMPAT IN URA WATR OR IRT T 208 NDL UL3 2 2 UL4 H 48"WD RAIL INV=.63 RP-III 36" MP Raleigh, N ax: License: "x75" MAP IT #35 BOX ULVRT 9.5 ON. H 36" R ULVRT 3201 APPAR TO B IN GOOD ONTION BAD UPON VIUAL INPTION O PIP U/ AND D/ O ILL LOP. L T

9 1/27/ \_hyd_prm_wet_9_x479.dgn UR:default 8/23/ HT 9 O L L L IT #33.33 IT # IT #33 WTLAND. WTLAND 1"/ T 1"/ T WTLAND PROJ. RRN NO HT NO. X

10 1/27/ \_hyd_prm_wet_1_x480.dgn UR:default 8/23/ HT 1 O L L L L IT #33.58 IT #33. IT #33 WTLAND WTLAND WTLAND 1"/ T 1"/ T PROJ. RRN NO HT NO. X

11 8/17/99 DTAIL 36 RIP RAP AT MBANKMNT ( Not to cale) NAD / NR 2007 PROJT RRN NO. R/W HT NO. ROADWAY DIGN HT NO. 32B HYDRAULI DNOT IMPAT IN URA WATR T T DNOT TMPORARY IMPAT IN URA WATR min. Ditch 1.min. Grade GOTXTIL 2. NW PRLIMINARY PLAN DO NOT U OR ONTRUTION hannel Bed LATRAL BA TH MGUIR RUBY LDR N LIN W/ L I DTAIL 25, HT. 2-O % THOMA MGUIR TI TO XIT. N 48"WOVN WIR N 72"ON IT #35 HAZARDOU PILL BAIN 7 DTAIL HB-7, HT. 2-N L I RIP RAP BANK TABILIZATION, TYP. DTAIL 6, HT. 2-N T 25 TON L B RIP RAP T 7 TON T 22 YG TANDARD TAIL BA TH T 85 YG DTAIL 16, HT. 2-N AD=6.17% (+/-) 36" P W/2 LBOW LIN W/ L I INV=.21 36" H XITING R/W UL1 1 1 UL2 H 9 ON. Type of Liner=L I Rip-Rap No Rip Rap hall Be Placed Below NW IT #35 L I RIP RAP AT MBANKMNT DTAIL 36, HT. 2-N 8 OIL 480 L II RIP RAP BANK TABILIZATION, TYP. DTAIL 35, HT. 2-N T 25 TON T 85 YG TI TO XIT. L B TO PROTTION DTAIL 4, HT. 2-N APHI AL O N T R U T I O N TMPORARY IMPAT HT 111 O 114 IN URA WATR OR INAL T PIAL UT V TH DTAIL 1, HT. 2-N Raleigh, N ax: License: XITING R/W -A AU-350 1/27/ \_hyd_prm_wet_111_psh32B.dgn UR:default RP-III 36" RP-I 36" RP-III TB -A INV OUT=.01 72"ON TB -A AT=.51 RP- I MP 7 X7 INGL BARRL BOX ULVRT 36" RP-III RP-III RP-I TB TB RP-III I-85 B

12 8/17/99 DTAIL 36 RIP RAP AT MBANKMNT ( Not to cale) NAD / NR 2007 PROJT RRN NO. R/W HT NO. ROADWAY DIGN HT NO. 32B HYDRAULI DNOT IMPAT IN URA WATR T T DNOT TMPORARY IMPAT IN URA WATR 646 min. Ditch 1.min. Grade GOTXTIL hannel Bed 2. NW PRLIMINARY PLAN DO NOT U OR ONTRUTION 1/27/ \_hyd_prm_wet_112_psh32B_con.dgn UR:default LATRAL BA TH MGUIR RUBY LDR N LIN W/ L I DTAIL 25, HT. 2-O % THOMA MGUIR TI TO XIT. N 48"WOVN WIR N RP-III 72"ON IT #35 HAZARDOU PILL BAIN 7 DTAIL HB-7, HT. 2-N L I RIP RAP BANK 36" RP-I TABILIZATION, TYP. DTAIL 6, HT. 2-N T 25 TON L B RIP RAP T 7 TON T 22 YG TANDARD TAIL BA TH T 85 YG DTAIL 16, HT. 2-N AD=6.17% (+/-) 36" P W/2 LBOW 36" RP-III TB -A INV OUT=.01 72"ON TB -A AT=.51 RP- I LIN W/ L I MP 7 X7 INGL BARRL BOX ULVRT INV= A 36" RP-III 36" XITING R/W RP-III H 1 UL2 UL1 1 H ON. Type of Liner=L I Rip-Rap No Rip Rap hall Be Placed Below NW IT #35 8 OIL L I RIP RAP AT MBANKMNT DTAIL 36, HT. 2-N 480 TI TO XIT. RP-I L II RIP RAP BANK TABILIZATION, TYP. DTAIL 35, HT. 2-N T 25 TON T 85 YG L B TO PROTTION DTAIL 4, HT. 2-N TB TB RP-III APHI AL O N T R U T I O N TMPORARY IMPAT HT 112 O 114 IN URA WATR OR INAL T PIAL UT V TH DTAIL 1, HT. 2-N I-85 B Raleigh, N ax: License: XITING R/W AU-350

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