PRESENT LAYOUT PHASE I BEGIN PROJ. NO. 71LPLM-S2-021 R.O.W. STA N E

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3 09-FEB-05 0:06 \\STORGESERVER\Projets\0 Projets\ Bennett Road Ext\Transportation\Sheets\PHSE \04.sht CURVE MLC PI , E,09,88.90 R 3,89.7 L T 406. SE 0.07 FT/FT DESIG SPEED 55 MPH TRS. LEGTH 80 PC TEESSEE D.O.T. CURVE MLC CP-S PHSE I BEGI PROJ. 7LPLM-S-0 R.O.W. ST E PHSE I BEGI PROJ. 7LPLM-S3-05 COST. ST E (BY OTHERS) 46.80' S 76 3' 6" E OTE: COSTRUCTIO ESEMET O THE RIGHT SIDE IS STDRD 0-FT OFFSET FROM SLOPE D DRIGE ESEMET ULESS OTHERWISE OTED. - DEOTES COSTRUCTIO ESEMET OFFSET IS DIFFERET TH 0-FT OFFSET. THERE IS O COSTRUCTIO ESEMET O THE LEFT SIDE. LL WORK IS TO BE PERFORMED WITHI THE SLOPE D DRIGE ESEMET. STR-3 STR-3 PC PT LIE ST SHT SHERID FMILY PRTERS L.P. 57.0' BH BH CP-S5030 S 4' 43" W 05.60' BEETT ROD S 5 44' 57" W 57.0' ' ' ' ' 57" E COST. ESMT ' R=3739.7' L=86.3' (BY OTHERS) S 77 6' 4" E 8.00' R=3899.7' L=94.9' ' ' " E 94.6' S 74 ' 7" E 57.89' (BY OTHERS) TYPE YER PROJECT R.O.W. 03 7LPLM-S-0 4 COST. 05 7LPLM-S REV. --3 UPDTED BEGI PROJECT TO MTCH DJCET PROJECT. COORDITES RE D/83(995), RE DTUM DJUSTED BY THE FCTOR OF D TIED TO THE TGR. LL ELEVTIOS RE REFERECED TO THE VD 988. PRESET BEGI PROJ. TO ST SCLE: "= 50'

4 TEESSEE D.O.T. PHSE I BEGI PROJ. 7LPLM-S-0 R.O.W. ST HWKIS CRWFORD ROD "BY OTHERS" TYPE YER PROJECT R.O.W. 03 7LPLM-S-0 4 COST. 05 7LPLM-S REV. --3 UPDTED BEGI PROJECT TO MTCH DJCET PROJECT. E PHSE I BEGI PROJ. 7LPLM-S3-05 COST. ST E TRSITIO BEGIS ST '-RT, '-LT 0' SHOULDER BEGI SPECIL DITCH ST OFF 44.00' 09-FEB-05 :04 \\STORGESERVER\Projets\0 Projets\ Bennett Road Ext\Transportation\Sheets\PHSE \04.sht BBREVITIO LEGED BREVITIO DESCRIPTIO SIGLE SOLID WHITE LIE DOUBLE SOLID YELLOW LIE DWL DOTTED WHITE LIE MIE LICK CREEK ROD ' BEETT ROD 0' SHOULDER STR-3 8" RULE STRIPE O COTIOUS LIE ST SHT. 5 PROPOSED BEGI PROJ. TO ST SCLE: "= 50'

5 TYPE YER PROJECT TEESSEE D.O.T ' S 9' 5" W 87 8' 8" W 38.8' 5 44' 57" E 600.4' 50' TV ESEMET R.O.W. COST. 03 7LPLM-S LPLM-S REV : DJUSTED ROW FOR EVIROMETL COSIDERTIOS. UMED TRIBUTRY 05 0 TV TOWER ' ' 86 34' 59" W SLOPE, DRIGE & CCESS ESMT ' ' ST BEETT ROD = ST CCESS ROD E R=944.79' L=56.38' ' ' ' ' 98.45' BH ' FEB-05 07:34 \\STORGESERVER\Projets\0 Projets\ Bennett Road Ext\Transportation\Sheets\PHSE \05.sht LIE ST SHT. 4 CP-S ' 7 3'34"W 5.00' ' STR ' 56" W 8.7' BH 3 BH 4 S 5 53' 5" W.64' ' R=784.79' L=90.3' SHERID FMILY PRTERS L.P ' 5 43' 5" E 57.98' PROP. 0' X 6' BOX CULV. S 86 55' 3" E ' STR-4 S 7 7' 3" W 30.85' ' ' CURVE BERD WWC-/EPH- 3 39' 5" E 50.7' BEETT ROD SHERID FMILY PRTERS L.P ' R=784.79' L=754.39' CURVE BERD PI , E,093,7.564 R, L,58.96 T SE FT/FT DESIG SPEED 55 MPH TRS. LEGTH 90 OTE: COSTRUCTIO ESEMET O THE RIGHT SIDE IS STDRD 0-FT OFFSET FROM SLOPE D DRIGE ESEMET ULESS OTHERWISE OTED. - DEOTES COSTRUCTIO ESEMET OFFSET IS DIFFERET TH 0-FT OFFSET. THERE IS O COSTRUCTIO ESEMET O THE LEFT SIDE. LL WORK IS TO BE PERFORMED WITHI THE SLOPE D DRIGE ESEMET. CP-S LIE ST.6+00 SHT. 6 COORDITES RE D/83(995), RE DTUM DJUSTED BY THE FCTOR OF D TIED TO THE TGR. LL ELEVTIOS RE REFERECED TO THE VD 988. PRESET ST TO ST SCLE: "= 50'

6 TEESSEE D.O.T. TYPE YER PROJECT R.O.W. 03 7LPLM-S-0 5 COST. 05 7LPLM-S UMED TRIBUTRY SPHLT CCESS ROD ST BEETT ROD = ED SPECIL DITCH ST OFF 83.00' ED SPECIL DITCH ST OFF 7.5' ST CCESS ROD E FEB-05 07:4 \\STORGESERVER\Projets\0 Projets\ Bennett Road Ext\Transportation\Sheets\PHSE \05.sht LIE ST SHT. 4 IV IV ' CLSS "B" RIPRP STR-3 4" RCP S84 8'34"E R5' 36" RCP SPHLT CCESS ROD PROP. 0' X 6' BOX CULV. SEE STREM RELOCTIO PLS FOR DDITIOL IFORMTIO BBREVITIO LEGED BREVITIO DESCRIPTIO SIGLE SOLID WHITE LIE DOUBLE SOLID YELLOW LIE DWL DOTTED WHITE LIE BEGI SPECIL DITCH ST OFF 36.00' STR-4 STR-4 RELOCTIO ' SHOULDER 0' SHOULDER WWC-/EPH- BEETT ROD 8" RULE STRIPE O COTIOUS TRSITIO ED ST '-RT, 9'-RT LIE ST.6+00 SHT. 6 PROPOSED ST TO ST SCLE: "= 50'

7 TEESSEE D.O.T. WETLD IMPCT TBLE TOTL TEMP PERM. DESCRIPTIO EXIST. IMPCT IMPCT (CRES) (CRES) (CRES) STEVE L. SH Et ux 4 TYPE YER PROJECT R.O.W. 03 7LPLM-S-0 6 COST. 05 7LPLM-S REV. --4: MODIFIED OWER'S ME. WTL WTL S 79 ' 33" W 03.86' 0 5 CP-S ' ' ' ' ' 36"HICKORY CP-S ' ' ' WTL- WTL- STR-5B STR-5B -FEB-05 07:57 \\STORGESERVER\Projets\0 Projets\ Bennett Road Ext\Transportation\Sheets\PHSE \06.sht LIE ST.6+00 SHT. 5 BH 6 50' TV ESEMET TV TOWER ' PT ' BH 7 CP-S ' ' ' SK- BEETT ROD ' SHERID FMILY PRTERS L.P. OTE: COSTRUCTIO ESEMET O THE RIGHT SIDE IS STDRD 0-FT OFFSET FROM SLOPE D DRIGE ESEMET ULESS OTHERWISE OTED. - DEOTES COSTRUCTIO ESEMET OFFSET IS DIFFERET TH 0-FT OFFSET. THERE IS O COSTRUCTIO ESEMET O THE LEFT SIDE. LL WORK IS TO BE PERFORMED WITHI THE SLOPE D DRIGE ESEMET. OT LOCTED BH 8 4"WLUT WTL- BH 9? 8" RCP STR ' S 5 40' 56" W 46 7' 4" E ' BH 0 WTL- WTL- WTL- S 46 7' 4" W ' 3 STR-5 JMES LGFORD LY Et ux WTL- 8.96' S 7 3' 5" W LIE ST.9+00 SHT. 7 COORDITES RE D/83(995), RE DTUM DJUSTED BY THE FCTOR OF D TIED TO THE TGR. LL ELEVTIOS RE REFERECED TO THE VD 988. PRESET ST TO ST SCLE: "= 50'

8 LIE ST.6+00 SHT. 5 TEESSEE D.O.T. TYPE YER PROJECT R.O.W. 03 7LPLM-S-0 6 COST. 05 7LPLM-S WTL- STR-5B -FEB-05 08:5 \\STORGESERVER\Projets\0 Projets\ Bennett Road Ext\Transportation\Sheets\PHSE \06.sht SEE STREM RELOCTIO PLS FOR DDITIOL IFORMTIO BBREVITIO LEGED BREVITIO DESCRIPTIO SIGLE SOLID WHITE LIE DOUBLE SOLID YELLOW LIE DWL DOTTED WHITE LIE WTL- WTL- IV ' SHOULDER BEETT ROD STR-5 IV " RULE STRIPE 0' SHOULDER O COTIOUS STR-5 RELOCTIO 8" RCP STR-5 WTL- 3'x7.5' CL. B RIPRP STR-5 RELOCTIO LIE ST.9+00 SHT. 7 PROPOSED ST TO ST SCLE: "= 50'

9 TEESSEE D.O.T. STEVE L. SH Et ux 4 WETLD IMPCT TBLE TOTL TEMP PERM. DESCRIPTIO EXIST. IMPCT IMPCT (CRES) (CRES) (CRES) TYPE YER PROJECT R.O.W. 03 7LPLM-S-0 7 COST. 05 7LPLM-S REV : DJUSTED SLOPE D DRIGE ESEMET FOR EVIROMETL COSIDERTIOS ' WTL-3 WTL REV : DJUSTED SLOPE ESEMET TO CCOMMODTE ED WLL. 4.4' 7 34' 36" E 84 ' 46" W 85.36' 35 MIIMIZE IMPCTS TO EXISTIG TREES S MUCH S POSSIBLE DY DYER Et ux 3 4 REV : STRIKE THROUGH TRCT 5. REV. --4: MODIFIED OWER'S ME FEB-05 08:0 \\STORGESERVER\Projets\0 Projets\ Bennett Road Ext\Transportation\Sheets\PHSE \07.sht CP-S504 LIE ST.9+00 SHT ' STR-5B 8.96' S 7 3' 5" W OTE: WTL ' S 6 37' 46" W STR ' 3.40' STR-5B 5 50' 37" E ' STR WTL-3/EXPDS BEYOD LIMITS WTL-4 COSTRUCTIO ESEMET O THE RIGHT SIDE IS STDRD 0-FT OFFSET FROM SLOPE D DRIGE ESEMET ULESS OTHERWISE OTED. - DEOTES COSTRUCTIO ESEMET OFFSET IS DIFFERET TH 0-FT OFFSET. THERE IS O COSTRUCTIO ESEMET O THE LEFT SIDE. LL WORK IS TO BE PERFORMED WITHI THE SLOPE D DRIGE ESEMET. 48" RCP WTL ' STR ' S 6 7' 48" W BH S 46 7' 4" W ' STR ' S 7 3' " W S 46 7' 4" W ' BH 8"POP ' JMES LGFORD LY Et ux 5"WL "WOK 8"POP "HIC 4"HIC TS "OK 80 0' 30" W90.70' 95.90' ' 8"OK 8"HICK ' "HICK 80.95' BEETT ROD CP-S ' 40" W 8.87' BH ' 44' 5" E 83 0' 40" W ' ' ' 8 48' 5" W 4"HIC SC ' ' ' 8 8' 5" W 6.6' 6"CEDER 80 5' 4" W 40.' "CEDR "CEDR 83 6' 0" W 6.40' "CEDR ' ' SPIRL C 4"CEDR 4"CEDR PI , E,095, R,45.00 L Ts Ls "CEDR 4"CEDR "CEDR 6"CEDR SPIRL C SE FT/FT R=35.00' L=6.48' 78.0' DESIG SPEED 55 MPH TRS. LEGTH ' ERIC D. WEGERBUER Et ux 3 BH ' R=65.00' L=547.3' 07.94' ' 4" RCP ST BEETT ROD = ST CCESS ROD E ' CS ' 79.00' ' WWC-3/EPH ' 48" W 4.58' ' ' ' ' 65.87' ' 73 ' 46" E SLOPE, DRIGE & CCESS ESMT ' ' ' 73 ' 46" E 65.87' ST ' ' SLOPE, DRIGE & CCESS ESMT 38.80' CP-S ' BH ' S 0 3' 5" E ' LIE ST.4+00 SHT. 8 COORDITES RE D/83(995), RE DTUM DJUSTED BY THE FCTOR OF D TIED TO THE TGR. LL ELEVTIOS RE REFERECED TO THE VD 988. PRESET ST TO ST SCLE: "= 50' OK

10 -FEB-05 08:9 \\STORGESERVER\Projets\0 Projets\ Bennett Road Ext\Transportation\Sheets\PHSE \07.sht BEETT ROD TEESSEE D.O.T. BBREVITIO LEGED BREVITIO DESCRIPTIO SIGLE SOLID WHITE LIE DOUBLE SOLID YELLOW LIE DWL DOTTED WHITE LIE LIE ST.9+00 SHT. 6 48" RCP IV IV 'x0' CL. B RIPRP STR-5 WTL-4 WTL-3/EXPDS BEYOD LIMITS STR-5 SEE STREM RELOCTIO PLS FOR DDITIOL IFORMTIO STREM 5 RELOCTIO STR-5B RELOCTIO STR-5 RELOCTIO WTL- STR ' SHLOULDER 0' SHLOULDER IV 'x9.5' CL. B. RIPRP 4" RCP SPHLT WWC-3/EPH-3 CCESS ROD IV " RULE STRIPE O COTIOUS R5' " RCP 8" RCP S0 3'5"E ST BEETT ROD = ST CCESS ROD E LIE ST.4+00 SHT. 8 SPHLT CCESS ROD TYPE YER PROJECT R.O.W. 03 7LPLM-S-0 7 COST. 05 7LPLM-S PROPOSED ST TO ST SCLE: "= 50'

11 TEESSEE D.O.T. 5 54' 36" W 53.6' WETLD IMPCT TBLE TOTL TEMP PERM. DESCRIPTIO EXIST. IMPCT IMPCT (CRES) (CRES) (CRES) TYPE YER PROJECT R.O.W. 03 7LPLM-S-0 8 COST. 05 7LPLM-S REV : DJUSTED SLOPE ESEMET TO CCOMMODTE ED WLL. WTL REV. --4: MODIFIED OWER'S ME. 3 REV. -7-5: MODIFIED OWER'S ME. DY DYER Et ux 6 S 7 38' 4" E 93.70' UMED TRIBUTRY (STR-7) DY DYER ' 5 0' 0" E FEB-05 08:36 \\STORGESERVER\Projets\0 Projets\ Bennett Road Ext\Transportation\Sheets\PHSE \08.sht LIE ST.4+00 SHT. 7 S 85 45' 48" E ' ' ERIC D. WEGERBUER Et ux ' ' 73 ' 46" E 65.87' S 73 ' 46" W 65.87' ' ' ' ' ' ' ' 05.9' S 0 59' 46" W STR ' 8" W S 6 4' 39" E 4.46' 8.75' 7 6.6' S 8 ' 6" W TS S 4 3' 0" W 53.6' 78.98' 5.97' 5 ' " E CP-S5050 PROP. 0' X 6' BOX CULV ' 85.59' ' WTL ' 8.0' 8.3' ' PD ' 8.9' ' 3 SC JMES L. MDIEL Et al. 8 OTE: 84 ' " W BEETT ROD ' 50 BH 8 CP-S505 TIMOTHY BULOUGH Et ux S 6 56' 9" E 40.8' ' ' ' ' 5 ' 9" E 7.99' ' ' ' 30.88' ' COSTRUCTIO ESEMET O THE RIGHT SIDE IS STDRD 0-FT OFFSET FROM SLOPE D DRIGE ESEMET ULESS OTHERWISE OTED. - DEOTES COSTRUCTIO ESEMET OFFSET IS DIFFERET TH 0-FT OFFSET. THERE IS O COSTRUCTIO ESEMET O THE LEFT SIDE. LL WORK IS TO BE PERFORMED WITHI THE SLOPE D DRIGE ESEMET. 9 S 84 ' " E 894.9' CP-S5053 R=65.00' L=376.37' SPIRL C R=35.00' L=565.40' 5.40' ' SPIRL C PI ,766.7 E,096, R,45.00 L,30.89 Ts Ls SE FT/FT DESIG SPEED 55 MPH TRS. LEGTH 40 LIE ST SHT COORDITES RE D/83(995), RE DTUM DJUSTED BY THE FCTOR OF D TIED TO THE TGR. LL ELEVTIOS RE REFERECED TO THE VD 988. PRESET ST TO ST SCLE: "= 50'

12 TEESSEE D.O.T. TYPE YER PROJECT R.O.W. 03 7LPLM-S-0 8 COST. 05 7LPLM-S UMED TRIBUTRY (STR-7) FEB-05 3:49 \\STORGESERVER\Projets\0 Projets\ Bennett Road Ext\Transportation\Sheets\PHSE \08.sht LIE ST.4+00 SHT. 7 5' CL. B RIPRP IV STR-7 PROP. 0' X 6' BOX CULV. IV PD-4 WTL-5 0' SHOULDER BEETT ROD 0' SHOULDER 8" RULE STRIPE O COTIOUS DO OT IMPCT WETLD-5 WITH GRDIG CTIVITIES BBREVITIO LEGED BREVITIO DESCRIPTIO SIGLE SOLID WHITE LIE DOUBLE SOLID YELLOW LIE DWL DOTTED WHITE LIE LIE ST SHT. 9 PROPOSED ST TO ST SCLE: "= 50'

13 83 39' 4" W 40.49' TEESSEE D.O.T. 8 56' 59" W 0.' WETLD IMPCT TBLE TOTL TEMP PERM. DESCRIPTIO EXIST. IMPCT IMPCT (CRES) (CRES) (CRES) TYPE YER PROJECT R.O.W. 03 7LPLM-S-0 9 COST. 05 7LPLM-S REV : DJUSTED SLOPE D DRIGE ESEMET FOR EDWLL D DDED UTILITY ESEMET. REV. --4: MODIFIED OWER'S ME. WTL TIMOTHY BULOUGH Et ux 9 65 EDGBERT DYER Et ux 0 60 ST STR-7 SLOPE, DRIGE & CCESS ESMT -FEB-05 08:40 \\STORGESERVER\Projets\0 Projets\ Bennett Road Ext\Transportation\Sheets\PHSE \09.sht LIE ST SHT. 8 BH ' ' ' SPIRL C R=35.00' L=565.40' ' R=65.00' L=376.37' ' 85.43' ' ' ' SPIRL C PI ,766.7 E,096, R,45.00 L,30.89 Ts Ls OTE: SE FT/FT DESIG SPEED 55 MPH COSTRUCTIO ESEMET O THE RIGHT SIDE IS STDRD 0-FT OFFSET FROM TRS. LEGTH 40 SLOPE D DRIGE ESEMET ULESS OTHERWISE OTED. - DEOTES COSTRUCTIO ESEMET OFFSET IS DIFFERET TH 0-FT OFFSET. THERE IS O COSTRUCTIO ESEMET O THE LEFT SIDE. LL WORK IS TO BE PERFORMED WITHI THE SLOPE D DRIGE ESEMET. CS ' ' 98.07' CP-S ' '.89' ' PD-5 WTL-6 BEETT ROD ' ' 80.97' SLOPE, DRIGE & UTILITY ESEMET STR ' 54" RCP BH 0 BH ' ' ' " RCP ' 84 3' 4" W 6.7' ' 5" W ' ' 98.' ' ' SLOPE, DRIGE & CCESS ESMT E PC ' 3.43' R= ' L=890.45' ST BEETT ROD = ST CCESS ROD 3 R= ' L=874.3' LIE ST SHT. 0 COORDITES RE D/83(995), RE DTUM DJUSTED BY THE FCTOR OF D TIED TO THE TGR. LL ELEVTIOS RE REFERECED TO THE VD 988. PRESET ST TO ST SCLE: "= 50'

14 TEESSEE D.O.T. TYPE YER PROJECT R.O.W. 03 7LPLM-S-0 9 COST. 05 7LPLM-S STR-7 60 SPHLT CCESS ROD 3 IV FEB-05 08:54 \\STORGESERVER\Projets\0 Projets\ Bennett Road Ext\Transportation\Sheets\PHSE \09.sht LIE ST SHT. 8 BBREVITIO LEGED BREVITIO DESCRIPTIO SIGLE SOLID WHITE LIE DOUBLE SOLID YELLOW LIE DWL DOTTED WHITE LIE POD IS TO BE DRIED D ED WITH 3' MIIMUM OF GRDED SOLID ROCK LIED WITH TYPE III GEOTEXTILE BEGI SPECIL DITCH ST OFF 9.00' 0' SHOULDER IV ED SPECIL DITCH ED SPECIL DITCH ST ST IV STR-7 OFF 96.50' OFF RELOCTIO 4'x50' CL. B RIPRP 54" RCP PD-5 4'x50' CL. B RIPRP R5' BEETT ROD IV " RULE STRIPE O COTIOUS 0' SHOULDER 9'x0.5' CL. B RIRP STR-7 54" RCP S84 38'43"E 8" RCP CCESS ROD3 SPHLT ST BEETT ROD = ST CCESS ROD E BEGI SPECIL DITCH ST OFF.00' SEE STREM RELOCTIO PLS FOR DDITIOL IFORMTIO LIE ST SHT. 0 PROPOSED ST TO ST SCLE: "= 50'

15 -FEB-05 09:04 \\STORGESERVER\Projets\0 Projets\ Bennett Road Ext\Transportation\Sheets\PHSE \ 0.sht 8 47' 3" W 65.9' DO OT DISTURB SEPTIC FIELD LIES RCP CMP 4 PVC 8 8' " W 4.65' DO OT DISTURB SEPTIC FIELD LIES 5 CMP BUFFLO VLLEY ROD SEPTIC FIELD LIES TEESSEE D.O.T. COORDITES RE D/83(995), RE DTUM DJUSTED BY THE FCTOR OF D TIED TO THE TGR. LL ELEVTIOS RE REFERECED TO THE VD 988. PRESET ST TO ED PROJ. SCLE: "= 50' LIE ST.4+50 SEE THIS EREST W. BUSSELL Et ux 4 LIE ST SHT. 9 ST BEETT ROD = ST BUFFLO VLLEY E LIE ST.4+50 SEE THIS S 5 3' 47" E ' MRK 3 HMMOCK Et ux 4 44' 0" W 4 44' 0" W 9.36' SEPRTE COTRCT. PHSE II IMPROVEMETS WILL BE PERFORMED UDER OTE: COSTRUCTIO ESEMET O THE RIGHT SIDE IS STDRD 0-FT OFFSET FROM SLOPE D DRIGE ESEMET ULESS OTHERWISE OTED. - DEOTES COSTRUCTIO ESEMET OFFSET IS DIFFERET TH 0-FT OFFSET. THERE IS O COSTRUCTIO ESEMET O THE LEFT SIDE. LL WORK IS TO BE PERFORMED WITHI THE SLOPE D DRIGE ESEMET. 3 RICHRD G. MWRIGHT Et ux EREST W. BUSSELL Et ux DOIE R. HMMOCK Et al 88 7' 9" W 3 4 REV. -7-4: UPDTED SLOPE D DRIGE ESEMET. REV. --4: MODIFIED OWER'S ME. REV : DJUSTED COSTRUCTIO ESEMET FOR EVIROMETL COSIDERTIOS. REV : UPDTED OWERS. TYPE YER PROJECT R.O.W. COST LPLM-S-0 0 7LPLM-S ' 9 4' 5" W 48.4' PT WTL-7 CURVE BERD PT 9+.6 WTL-7 WTL-7 IV IV WTL-7 IV IV PHSE I ED PROJ. 7LPLM-S-0 R.O.W. ED PROJ. 7LPLM-S3-05 COST. PHSE II BEGI PROJ. 7LPLM-S-00 R.O.W. BEGI PROJ. 7LPLM-S3-06 COST. ST E CURVE BERD PI , E,097, R 8, L 88.9 T SE 0.00 FT/FT DESIG SPEED 55 MPH TRS. LEGTH 6.5 EDGBERT DYER Et ux 0 0 S ' 50" E 37.53' 75 3' " E 53.36' R=596.0' L=6.75' S 73 30' 40" W 60.0' 00.68' WETLD IMPCT TBLE DESCRIPTIO TOTL EXIST. (CRES) TEMP IMPCT (CRES) PERM. IMPCT (CRES) WTL ' 45" W S69 '54"W 60.6' SECPTIC FIELD BEHID HOUSE S75 0'8"W.53' 90.3' 58.0' S 4 40' 4" W ' 0 S 83 9' 37" W 86 5' 8" E 89 ' 4" W 70.5' S 85 35' 34" E 70.7' S 73 38' 4" E 4.48' S8 8'6"E 64.48' S 80 40' 8" E 0.3' S 83 49' 50" E 6.38' ' ' S 85 4' 4" E 09.73' R=596.0' L=75.77' 8 ' 5" W 37.97' ' S 7 36' 59" W '.56' S 8 3' " E 734.8' PRESET R.O.W. PRESET R.O.W ' 5.30' ' 0 34' 35" W SEPTIC FIELD SEPTIC FIELD SHED IV CMP IV IV IV-050. IV IV IV CMP IV CMP 36CMP TOP CP-S PVC ' 9.36' 36 RCP SEPTIC FIELD DO OT DISTURB PD-6 5' " W 7.9' CMP IV ' 8" E ' CP-S CMP IV RCP OTHER ED? IV G.V. 4"MP 8"PIR 4"PIR "PIR R= ' L=890.45' ' ' ' ' ' ' S 56 ' 55" W 63.43' 60.39' ' ' R= ' L=874.3' ' ' 0.69' ' ' ' ' ' SLOPE & DRIGE ESMT ' ' R=937.00' L=45.56' ' 3.00' ' 35 53'39"W 46.45' ' ' ' ' R=997.00' L=9.0' ' ' ' S 59 7' 34" W ' ' 39" W 3.76' 7.5' 8 ' 3" W ' 9.84' 80 9' 6" W 344.6' ' ' ' ' ' 83.37' ' ' ' 37' 5" E 4.54' ' " W ' ' ' S 7 38' 47" W ' 8.9' ' S 8 35' 5" E 76.83' 4.00' ' 35" W 5.30' S 8 35' 5" E 76.83' IV IV IV RCP SEPTIC FIELD IV IV IV SEPTIC FIELD 48" RCP ' ' ' ' '

16 TEESSEE D.O.T. 403 { } [ 64] { } [ 80] 8 [ 48 ] 58 [ 58] 43 [ 39] [ 53] BUF VLLEY RD 74 [ 85] 38 [ 6] [ 539] BEETT ROD BEETT ROD [45] [0] [ 99] 65 [ 550] 45 0 [ 48] [ 66 ] 55 [ 53] BUF VLLEY RD 4 [ 6 ] 64 [ 38 ] 44 [ 38 ] [ 435] [ 93] [ 434] 64 9 [ 83 ] [ 67] 0 DHV PM [M] 70 PHSE I ED PROJ. 7LPLM-S-0 R.O.W. ED PROJ. 7LPLM-S3-05 COST. PHSE II BEGI PROJ. 7LPLM-S-00 R.O.W. BEGI PROJ. 7LPLM-S3-06 COST. ST E LIMIT OF STRIPIG TRS SHLD 0'-4' ST GT. EL #4 OUT.EL ' SPHLT PVT. DR. 3"x4" S.D. REQD MH DO OT DISTURB TOP = I. EL OUT.EL SEPTIC FIELD LIES 50' BEGI TRSITIO ST '-RT,.6'-LT 50' GT. EL #4 I. EL OUT.EL MTCH EXISTIG ST '-LT TRS SHLD 0'-4' 00' R BEGI GURDRIL TYPE 38 ST ' SHOULDER 8" DWL 3 GT. EL #39 I. EL OUT.EL PD-6 TYPE YER PROJECT R.O.W. 03 7LPLM-S-0 0 COST. 05 7LPLM-S ST BEETT ROD = ST BUFFLO VLLEY 4 MH TOP = I. EL OUT.EL " RCP -FEB-05 09:08 \\STORGESERVER\Projets\0 Projets\ Bennett Road Ext\Transportation\Sheets\PHSE \ 0.sht LIE ST SHT. 9 BEGI SPECIL DITCH ST OFF.00' LT. BEGI TRSITIO ST '-RT, 9'-RT DO OT DISTURB SEPTIC FIELD LIES LIE ST.4+50 SEE THIS 5 8" RULE STRIPE O COTIOUS TRS. SHLD 0'-4' 50' ED SPECIL DITCH ST OFF 7.7' LT. 0' SHOULDER ED TRSITIO ST '-RT, 0.83'-LT LIMIT OF STRIPIG E ' O.C. ' SSYL BEETT ROD +99 WTL-7 BEGI TRSITIO ST '-RT BBREVITIO LEGED BREVITIO DESCRIPTIO SIGLE SOLID WHITE LIE DOUBLE SOLID YELLOW LIE DWL DOTTED WHITE LIE 6" DWL +9 8'x30' CL. B RIPRP ED TRSITIO ST '-RT, 3'-LT 48' ST ' FLD. ET. O S.D. REQD. ST OFF 84.5' IV DO OT DISTURB SEPTIC FIELD LIES 6 IV EW BEGI SPECIL DITCH ST OFF 50.4' 5T DITCH ED SPECIL DITCH IV " RCP 5'R BEGI SPECIL DITCH ST OFF 87.00' ED SPECIL DITCH ST OFF.00' ST ST ST "X4" S.D. REQD. ' PVT. DR ' SHOULDER SIGL POLES 0' SHOULDER 50' R 4" STOP LIE ' PVT. DR. 3"X4" S.D. REQD. 6' PVT. DR. 3"X4" S.D. REQD. 36' 36' BUFFLO VLLEY ROD LIE ST.4+50 SEE THIS ED TRSITIO ST '-RT, 6'-LT 5 IV EW ED GURDRIL TYPE 38 ST BEGI TRSITIO ST '-RT, 6'-LT 8" DWL PHSE II IMPROVEMETS WILL BE PERFORMED UDER SEPRTE COTRCT. PROPOSED ST TO ED PROJ. SCLE: "= 50'

17 -FEB-05 :07 \\STORGESERVER\Projets\0 Projets\ Bennett Road Ext\Transportation\Sheets\PHSE \04.sht 8 47' 3" W 65.9' 9 4' 5" W 48.4' S 5 3' 47" E ' S 4 44' 0" E 9.36' 5 6 WTL-7 WTL-7 IV IV WTL-7 6 IV IV-04.4 TEESSEE D.O.T. 5 S69 '54"W 60.6' S 83 9' 37" W 90.3' 86 5' 8" E 58.0' 89 ' 4" W 70.5' S 85 35' 34" E 70.7' S 73 38' 4" E 4.48' S 80 40' 8" E 0.3' S 83 49' 50" E 6.38' S 8 35' 5" E 76.83' IV S 8 3' " E 734.8' PRESET R.O.W. S75 0'8"W.53' ' ' S8 8'6"E 64.48' ' 35" W 5.30' 4 RCP IV SEPTIC FIELD LIES SEPTIC FIELD DO OT DISTURB SECPTIC FIELD BEHID HOUSE 8.45' S 85 4' 4" E 09.73'.8' ' SEPTIC FIELD SHED IV CMP IV CMP.7' 36CMP TOP CMP IV IV-050. CMP ' 4 44' 0" W 9.36' SEPTIC FIELD LIES SEPTIC FIELD IV IV ' " W 7.9' CMP IV-05.6 CMP IV RCP OTHER ED? G.V. 4"MP 8"PIR 4"PIR "PIR S 56 ' 55" W 60.39' ' 3.00' R=937.00' L=45.56' ' 35 53'39"W 46.45' ' ' ' ' ' ' R=997.00' L=9.0' ' ' ' ' 37.50' ' ' ' ' ' ' ' ' 4.03' ' 48" RCP ' 6.4' 5 36 RCP IV IV PRESET R.O.W. CP-S PVC R=596.0' L=6.75' IV-049. BUFFLO VLLEY ROD 37.00' ST BEETT ROD = ' ST BUFFLO VLLEY ROD E OTE: COSTRUCTIO ESEMET O THE RIGHT SIDE IS STDRD 0-FT OFFSET FROM SLOPE D DRIGE ESEMET ULESS OTHERWISE OTED. - DEOTES COSTRUCTIO ESEMET OFFSET IS DIFFERET TH 0-FT OFFSET. THERE IS O COSTRUCTIO ESEMET O THE LEFT SIDE. LL WORK IS TO BE PERFORMED WITHI THE SLOPE D DRIGE ESEMET. 80 9' 6" W 344.6' LIE ST SHT. 5 STLEY RY DYER Et al PHSE I ED PROJ. 7LPLM-S-0 R.O.W. ED PROJ. 7LPLM-S3-05 COST. PHSE II BEGI PROJ. 7LPLM-S-00 R.O.W. BEGI PROJ. 7LPLM-S3-06 COST. ST GEORGE H. JOHSO Et ux E STLEY RY DYER WETLD IMPCT TBLE DESCRIPTIO TOTL EXIST. (CRES) TEMP IMPCT (CRES) PERM. IMPCT (CRES) WTL CURVE BERD3 PI , E,097, R 5,78.88 L T SE 0.00 FT/FT DESIG SPEED 55 MPH TRS. LEGTH 6.5' CURVE BERD3 PC PD-6 8 SEP- PD-7 WTL-8 SEP- R= ' L=977.65' 8.00' ' EDGBERT DYER Et ux ' S 7 36' 59" W 63.43' CP-S ' 8" E ' 8 ' 3" W ' 3.76' 5 7' 0" E 730.6' L=75.77' R=596.0' 8 ' 5" W 37.97' 35 34' 39" W 7.5' BH 6 BH 5 BH ' 50" W 363.8' BEETT ROD S ' 55" W 63.53' S ' 55" W S 59 7' 34" W 9.84' ' ' ' 99.8' S ' 50" E 37.53' ' ' ' ' ' ' ' R=598.88' L=967.47' DO OT DISTURB PD ' 48" W 38.3' TYPE YER PROJECT R.O.W. 03 7LPLM-S-00 4 COST. 05 7LPLM-S REV : DJUSTED SLOPE D DRIGE ESEMET FOR EVIROMETL COSIDERTIOS. REV. --4: MODIFIED OWER'S ME. COORDITES RE D/83(995), RE DTUM DJUSTED BY THE FCTOR OF D TIED TO THE TGR. LL ELEVTIOS RE REFERECED TO THE VD 988. PRESET BEGI PROJ. TO ST SCLE: "= 50'

18 50' -FEB-05 :0 \\STORGESERVER\Projets\0 Projets\ Bennett Road Ext\Transportation\Sheets\PHSE \04.sht IV ST ' FLD. ET. O S.D. REQD. DO OT DISTURB SEPTIC FIELD LIES DO OT DISTURB SEPTIC FIELD LIES ST "x4" S.D. REQD. TEESSEE D.O.T. GT. EL OUT.EL BEGI TRSITIO ST '-RT,.6'-LT TRS. SHLD 0'-4' ED TRSITIO ST BUFFLO VLLEY ROD OFF 84.5' TOP = I. EL OUT.EL ED SPECIL DITCH ST ' SPHLT PVT. DR. ST BEETT ROD = ST BUFFLO VLLEY ROD E BBREVITIO LEGED BREVITIO DESCRIPTIO SIGLE SOLID WHITE LIE DOUBLE SOLID YELLOW LIE - PHSE I IMPROVEMETS WILL BE PERFORMED UDER SEPERTE COTRCT. DWL DOTTED WHITE LIE - COTRCTOR IS TO COORDITE WITH PHSE I COTRCTOR, TO COECT TO PROPOSED IMPROVEMETS. LIE ST SHT PHSE I ED PROJ. 7LPLM-S-0 R.O.W. ED PROJ. 7LPLM-S3-05 COST. PHSE II BEGI PROJ. 7LPLM-S-00 R.O.W. BEGI PROJ. 7LPLM-S3-06 COST. ST PD-6 E ' SHOULDER 8" RULE STRIPE 0' SHOULDER 36' +5 0' O.C. 6" DWL BEETT ROD ' SSYL O COTIOUS GRDE SOLID ROCK WITH TYPE III GEOTEXTILE WILL BE PLCED I POD-7 D WTL-8 TO TOE OF EST SLOPE. LLOW FCE OF GRDED SOLID ROCK TO REMI OPE TO LLOW WTER FROM SEP- D SEP- TO DISCHRGE THROUGH EKMET. DO OT COVER WITH, TOPSOIL, ECB, SEED D STRW OR SOD. BEGI TRSITIO ST '-RT, 3'-LT ED TRSITIO ST '-RT, 9'-RT TYPE YER PROJECT R.O.W. 03 7LPLM-S-00 4 COST. 05 7LPLM-S PROPOSED BEGI PROJ. TO ST SCLE: "= 50'

19 TEESSEE D.O.T. CURVE BERD3 PI , ' 86 9' 5" W 46.3' 86 4'8"W S 0 0' 5" W 78.7' 06.06' TYPE YER PROJECT R.O.W. 03 7LPLM-S-00 5 COST. 05 7LPLM-S REV. --4: MODIFIED OWER'S ME. E,097, ' 8" W R 5,78.88 L S 0 59' " E 73.98' 83 56' 8" W T SE 0.00 FT/FT ' DESIG SPEED 55 MPH TRS. LEGTH 6.5' GEORGE H. JOHSO Et ux MICHELLE YOUG HERY THOMS FORD Et ux OSCR W. GW, JR. Et ux PT ' 86 4'8"W ' 70.4' ' EXISTIG BR TO BE REMOVED ' 9.4' ' PD-8 STR-8 PD ' ' ' ' ' ' ' -FEB-05 :34 \\STORGESERVER\Projets\0 Projets\ Bennett Road Ext\Transportation\Sheets\PHSE \05.sht LIE ST SHT. 4 CURVE BERD3 BR CP-S5067 BH 8 R=598.88' L=967.47' R= ' L=977.65' S 5 7' 0" W 569.3' ' WETLD IMPCT TBLE TOTL TEMP PERM. DESCRIPTIO EXIST. IMPCT IMPCT (CRES) (CRES) (CRES) WTL BH ' BH 30 EDGBERT DYER Et ux 8 43' 0" W 43.4' BEETT ROD ' ' 3" E 8.66' ' 7 OTE: COSTRUCTIO ESEMET O THE RIGHT SIDE IS STDRD 0-FT OFFSET FROM SLOPE D DRIGE ESEMET ULESS OTHERWISE OTED. - DEOTES COSTRUCTIO ESEMET OFFSET IS DIFFERET TH 0-FT OFFSET. THERE IS O COSTRUCTIO ESEMET O THE LEFT SIDE. LL WORK IS TO BE PERFORMED WITHI THE SLOPE D DRIGE ESEMET. CP-S5064 BH ' S 7 33' 6" W.00' 85 3' 7" W 40.4' ' 7 33' 6" E.00' 6 ' 33" E 89.3' ' PD-0 WTL-8/PD ' 83 35' 30" W ' WTL ' " W 49.37' STR-8 36" RCP ' WTL-9 LIE ST SHT. 6 COORDITES RE D/83(995), RE DTUM DJUSTED BY THE FCTOR OF D TIED TO THE TGR. LL ELEVTIOS RE REFERECED TO THE VD 988. PRESET ST TO ST SCLE: "= 50'

20 TEESSEE D.O.T. TYPE YER PROJECT R.O.W. 03 7LPLM-S-00 5 COST. 05 7LPLM-S POD-8 TO BE ED WITH 3' MI. GRDED SOLID ROCK WITH TYPE III GEOTEXTILE OLY POD TO PROPOSED TOE OF SLOPE PD-9 PD-8 STR-8 0-FEB-05 :53 \\STORGESERVER\Projets\0 Projets\ Bennett Road Ext\Transportation\Sheets\PHSE \05.sht LIE ST SHT. 4 8" RULE STRIPE O COTIOUS BEETT ROD 0' SHOULDER 0' SHOULDER PD-0 WTL-8/PD-0 WTL-9 BBREVITIO LEGED BREVITIO DESCRIPTIO SIGLE SOLID WHITE LIE DOUBLE SOLID YELLOW LIE DWL DOTTED WHITE LIE STR-8 BEGI SPECIL DITCH ST OFF 97.00' 36" RCP IV LIE ST SHT. 6 PROPOSED ST TO ST SCLE: "= 50'

21 TEESSEE D.O.T. 5 SHVILLE D ESTER RILROD TYPE YER PROJECT R.O.W. 03 7LPLM-S-00 6 COST. 05 7LPLM-S REV : DJUSTED SLOPE D DRIGE ESEMET FOR EVIROMETL COSIDERTIOS. RIL ROD OTE: ESEMET REQUIRED FOR RIL ROD CROSSIG IS TO BE OBTIED BY THE CITY BY PROVISIOS COTIED I THE CROSSIG GREEMET EGOTITED WITH THE RIL ROD ' 4 5' 3" E 8.3' REV : DDED UTILITY TO ESEMET DESCRIPTIO. REV. --4: MODIFIED OWER'S 3 ME. PD- OSCR W. GW, JR, Et ux 88 54' 53" W PRESET R.O.W. CLRECE T. DELOCH Et ux 90.04' STR ' STR ' 05 SLOPE, DRIGE & CCESS ESMT ' ' ' PC ' 0 ST BEETT ROD = ST & E RILROD E SLOPE, DRIGE & CCESS ESMT ' ' MM ' S 88 5' 4" E ' SLOPE, DRIGE & CCESS ESMT 0-FEB-05 :56 \\STORGESERVER\Projets\0 Projets\ Bennett Road Ext\Transportation\Sheets\PHSE \06.sht LIE ST SHT. 5 36" RCP STR-8 SPG- SPRIGBOX WTL-9 STR ' BH 3 CURVE BERD4 PI , E,097, R,98.3 L,7.86 T, SE / DESIG SPEED 55 MPH TRS. LEGTH / 7 33' 6" E.00' S 7 33' 6" W.00' ' 35.6' ' 05.00' SLOPE, DRIGE & CCESS ESMT CP-S BH ' ' ' BEETT ROD ' E OTE: COSTRUCTIO ESEMET O THE RIGHT SIDE IS STDRD 0-FT OFFSET FROM SLOPE D DRIGE ESEMET ULESS OTHERWISE OTED. - DEOTES COSTRUCTIO ESEMET OFFSET IS DIFFERET TH 0-FT OFFSET. THERE IS O COSTRUCTIO ESEMET O THE LEFT SIDE. LL WORK IS TO BE PERFORMED WITHI THE SLOPE D DRIGE ESEMET. ST BEETT ROD = BEGI BRIDGE E ' R=838.3' L=604.03' R=998.3' L=6.' ' ST BEETT ROD = ST CCESS ROD BH ' PC ST BEETT ROD = ED BRIDGE E SLOPE, DRIGE & UTILITY ESMT.78' BH 37 BH 38 BH 35 BH ' 89 4' 9" W 48.03' S 89 ' 37" W 5.44' S 87 4' 8" W 5.0' 86 6' 4" E 53.79' S 84 ' 35" W 5.89' 8 48' 46" E 54. PRESET R.O.W. UG FIBER IT BH 39 BH 4 BH 40 BH 4 IT STR R=838.3' L=406.9' ' 50" E 48.3' ' SLOPE, DRIGE & UTILITY ESMT R=998.3' L=403.5' 89 3' 8" W 68.53' ' 57.53' S 89 4' 9" E 46.76' STR-0B ' 67.46' PITTS LIMITED PRTERSHIP 3 S 89 ' 37" W 49.6' S 87 4' 8" W 49.6' 86 6' 4" E 50.90' 84 ' 35" E 3.45' 4 45' 54" E 0.83' ' 35 LIE ST.6+00 SHT. 7 COORDITES RE D/83(995), RE DTUM DJUSTED BY THE FCTOR OF D TIED TO THE TGR. LL ELEVTIOS RE REFERECED TO THE VD 988. PRESET ST TO ST SCLE: "= 50'

22 STR-0 TEESSEE D.O.T. 5 SHVILLE D ESTER RILROD TYPE YER PROJECT R.O.W. 03 7LPLM-S-00 6 COST. 05 7LPLM-S PD ST BEETT ROD = 5 STR-9 CCESS ROD 4 SPHLT ST & E RILROD E 'x9' CL. B RIPRP IV FEB-05 :0 \\STORGESERVER\Projets\0 Projets\ Bennett Road Ext\Transportation\Sheets\PHSE \06.sht LIE ST SHT. 5 36" RCP STR-8 WTL-9 STR-9 SPRIG BOX WITH 8" PIPE D STRIGHT HEDWLL R5' 0' SHOULDER BBREVITIO LEGED BREVITIO DESCRIPTIO SIGLE SOLID WHITE LIE DOUBLE SOLID YELLOW LIE DWL DOTTED WHITE LIE ED SPECIL DITCH ST OFF 64.00' S8 6'54"E 8" RCP 8" RCP CCESS ROD 4 SPHLT 8" RULE STRIPE O COTIOUS BEETT ROD BEGI GURDRIL TYPE 38 ST ST BEETT ROD = BEGI BRIDGE E ST BEETT ROD = ST CCESS ROD E ST BEETT ROD = ED BRIDGE E BEGI GURDRIL TYPE 38 ST ED GURDRIL ED GURDRIL ST ST STR-0 BEGI GURDRIL ST BEGI GURDRIL ST TYPE 38 ED GURDRIL ST STR-0B 35 LIE ST.6+00 SHT. 7 PROPOSED ST TO ST SCLE: "= 50'

23 -FEB-05 :39 \\STORGESERVER\Projets\0 Projets\ Bennett Road Ext\Transportation\Sheets\PHSE \07.sht 36.60' LIE ST.6+00 SHT. 6 BH ' ' ' R=838.3' L=406.9' R=998.3' L=403.5' ' ' ' S 5' 5" W 80.65' S 5' 5" W.85' 86 44' " W 405.0' ' TEESSEE D.O.T. CURVE BERD4 PI , E,097, R,98.3 L,7.86 T, SE / DESIG SPEED 55 MPH TRS. LEGTH / STR-0B S 5 56' 50" W 8.57' CURVE BERD4 CLRECE T. DELOCH Et ux S 5 3' 53" W 3.7' SLOPE, DRIGE & UTILITY ESMT CP-S576 S 4 5' 3" W 08.99' 3 54' 0" E 0.7' 50"DOUB OK S 4 0' 36" W 4 45' 54" E MRK PTRICK GRIMES 4 WTL-0 WTL-0 PITTS LIMITED PRTERSHIP 3 3 4' 5" E ' POD BEETT ROD ' ' ' ' S 3 38' 57" W ' THERE IS O COSTRUCTIO ESEMET O THE LEFT SIDE. LL WORK IS TO BE PERFORMED WITHI THE SLOPE D DRIGE ESEMET. - DEOTES COSTRUCTIO ESEMET OFFSET IS DIFFERET TH 0-FT OFFSET. COSTRUCTIO ESEMET O THE RIGHT SIDE IS STDRD 0-FT OFFSET FROM SLOPE D DRIGE ESEMET ULESS OTHERWISE OTED. OTE: 43' 8" E 370.4' BH 44 PT WETLD IMPCT TBLE DESCRIPTIO TOTL EXIST. (CRES) TEMP IMPCT (CRES) PERM. IMPCT (CRES) WTL WTL-0/EXTEDS BEYOD LIMITS PD- WOOD DOCK CP-S ' ' ' 6" E 339.5' 36' 5" E 09.86' LIE ST.9+00 SHT. 8 TYPE YER PROJECT R.O.W. 03 7LPLM-S-00 7 COST. 05 7LPLM-S REV : DJUSTED SLOPE D DRIGE ESEMET FOR EVIROMETL COSIDERTIOS. REV : DDED UTILITY TO ESEMET DESCRIPTIO. REV. --4: MODIFIED OWER'S 3 ME. COORDITES RE D/83(995), RE DTUM DJUSTED BY THE FCTOR OF D TIED TO THE TGR. LL ELEVTIOS RE REFERECED TO THE VD 988. PRESET ST TO ST SCLE: "= 50'

24 TEESSEE D.O.T. 4: 4' 3' 4: C L DITCH ' TO SHLD 3: 4' VRIES 3: C L DITCH ' TO SHLD TYPE YER PROJECT R.O.W. 03 7LPLM-S-00 7 COST. 05 7LPLM-S : 6: 4: PERMET BERM DETIL SEE CROSS SECTIO 3: PERMET BERM DETIL SEE CROSS SECTIO 0 POD 5 WTL-0/EXTEDS BEYOD LIMITS POD- TO BE ED WITH 3' MI. GRDED SOLID ROCK WITH TYPE III GEOTEXTILE 0-FEB-05 :05 \\STORGESERVER\Projets\0 Projets\ Bennett Road Ext\Transportation\Sheets\PHSE \07.sht LIE ST.6+00 SHT. 6 BEGI 4: BERM ST ED GURDRIL TYPE 38 ST STR-0B 0' SHOULDER 0' SHOULDER ED 4: BERM BEGI 3: BERM ST WTL-0 BEETT ROD 8" RULE STRIPE O COTIOUS WTL-0 BBREVITIO LEGED BREVITIO DESCRIPTIO SIGLE SOLID WHITE LIE DOUBLE SOLID YELLOW LIE DWL DOTTED WHITE LIE PD- ED 3: BERM BEGI 4: BERM ST LIE ST.9+00 SHT. 8 PROPOSED ST TO ST SCLE: "= 50'

25 TEESSEE D.O.T. LIE ST.9+00 SHT. 7 STR-0 MRK PTRICK GRIMES 4 ST BEETT ROD = ' 93.73' 343.7' S 88 3' 4" E ST US70/SR E STR- S 85 ' 4" E 36.65' LIE ST SHT. 9 IV CMP 8"RCP POT US 70/HWY 4 IV TYPE YER PROJECT R.O.W. 03 7LPLM-S-00 8 COST. S 86 7' 5" E 47.96' 05 7LPLM-S REV : DJUSTED SLOPE D DRIGE ESEMET FOR EVIROMETL COSIDERTIOS ' 09.45' ' S 43' 8" W 38.59' CP-S58 BH 46 8 DIP STR ' BEETT ROD 45' 58" E ' STR-/STR- SPG-/STR- SPRIG ' 5' 5" E 80.65' ' ' 4 6' 5" W 8.60' S 86 7' 5" E 47.7' ' ' SEPTIC FIELD ' CP-S586 PRESET R.O.W IV CMP FULL IV IV IV ' 6" HICKORY 4 DIP FULL ' S 6 9' 4" W ' 9.89' S 3 3' 5" W 6" MPLE 5.' 30" MPLE 4" MPLE ' 8" HEMLOCK 86 7' 35" W WILLIM JMES HLPI Et ux 35 REV. --4: MODIFIED OWER'S ME. ROY G. SPURLOCK ' SECPTIC FIELD 0" MPLE BEHID HOUSE ' 0" MPLE 0" MPLE 60" RCP IV ' S 6 6" W ' -FEB-05 :44 \\STORGESERVER\Projets\0 Projets\ Bennett Road Ext\Transportation\Sheets\PHSE \08.sht BH 45 S 5' 5" W.85' BH 47 COCRETE BH 48 IV IV RCP BRICK BRICK S 6 38" MPLE 6" W 5.4' ' ' OTE: ' ' WETLD IMPCT TBLE DESCRIPTIO ' TOTL EXIST. (CRES) ' TEMP IMPCT (CRES) COSTRUCTIO ESEMET O THE RIGHT SIDE IS STDRD 0-FT OFFSET FROM SLOPE D DRIGE ESEMET ULESS OTHERWISE OTED. - DEOTES COSTRUCTIO ESEMET OFFSET IS DIFFERET TH 0-FT OFFSET. THERE IS O COSTRUCTIO ESEMET O THE LEFT SIDE. LL WORK IS TO BE PERFORMED WITHI THE SLOPE D DRIGE ESEMET. IV WTL- PERM. IMPCT (CRES) WTL UMED TRIBUTRY STR ' ' ' PITTS LIMITED PRTERSHIP PHSE II 3 CP-S585 S 4 45' 54" W 06.90' ' ED PROJ. 7LPLM-S-00 R.O.W. ED PROJ. 7LPLM-S3-06 COST. ST E ' 47 53' 55" E 7.97' PC PITTS LIMITED PRTERSHIP 9 COC COC FT COC ' SECPTIC FIELD BEHID HOUSE ' COC COC 86 6' 43" W 45 COC TBLDG BLOCK BLOCK 86 7' 35" W 356.8' 55.50' " PIE 4" PIE 0" PIE 4" PIE ' ' 8" MPLE 5.76' 4" OK COC TBLDG ' S 86 7' 35" E BLOCK 8 CMP FULL IV ' 8 CMP FULL IV ' 4" OK ' 4" OK GTE W.V. US 70/HWY 4 RCP FULL G.V. EST ROD IV IV ' 4" MPLE ' 4" SG 4" MPLE 38 MICHEL G. LLE Et al TIM ROSEM 37 PRESET & ' S 86 6' 43" E 55.07' ' ' ' ' EST ROD " MPLE S 5 0' 35" W 89.74' 4" OK " MPLE ' 8" OK ' 8" HICKORY 4" OK 0" HOLLY 40" OK ' " MG 36" OK 6" OK 5" MPLE ' 36" OK 9 6' 5" E 00.86' SECPTIC FIELD BEHID HOUSE COORDITES RE D/83(995), RE DTUM DJUSTED BY THE FCTOR OF D TIED TO THE TGR. LL ELEVTIOS RE REFERECED TO THE VD 988. PRESET ST TO ED PROJ. SCLE: "= 50' 85 5' 46" W

26 TEESSEE D.O.T. STR-0 IV OTE: ST SEE OTE 8" CMP TO BE REMOVED D REPLCED WITH 8" RCP. FLD. ET. 7 O S.D. REQD. HW IV ST BEETT ROD = HW 8 HW ST US70/SR E STR- LIE ST SHT. 9 8"RCP 8' SHOULDER HW TYPE YER PROJECT R.O.W. 03 7LPLM-S-00 8 COST. 05 7LPLM-S STR- STR-/STR ST SEE THIS 0' PVT. DR. ED 4: BERM FOR DETIL "" 3"X4" S.D. REQD. LIE ST.9+00 SHT. 7 ED SPECIL DITCH ST OFF 43.00' BEGI SPECIL DITCH ST OFF.00' BEGI SPECIL DITCH ST ED SPECIL DITCH OFF 64.00' ST OFF 85.00' ST BEGI TRSITIO ST '-RT, 9'-RT 0'x' CL. B RIPRP IV BEETT ROD 60" RCP IV " RULE STRIPE O COTIOUS 0' O.C. SPG-/STR- ' SSYL 6" DWL +3 ED TRSITIO ST '-RT, 3'-LT 0' SHOULDER 36' 0' SHOULDER ED TRSITIO ST '-RT, 8'-LT R 50' (TYP) 4" STOP LIE SIGL POLES ST ' PVT. DR. 3"X4" S.D. REQD. ST ' PVT. DR. O S.D. REQD ST ' PVT. DR. O S.D. REQD 'x0' CL. B RIPRP WTL- ST ' BUS. ET. 3"X4" S.D. REQD. US 70/HWY 4 SEE THIS FOR DETIL "B" 0-FEB-05 :8 \\STORGESERVER\Projets\0 Projets\ Bennett Road Ext\Transportation\Sheets\PHSE \08.sht } 950 [0] BREVITIO 033 DHV M [PM] 78 [ 454] BEETT ROD [ 568] BBREVITIO LEGED 5 [ 66] US70/SR4 US70/SR4 346 { } 037 [ 3] 56 [ 3] 59 [ 633] [ 478] 57 [ 33] [45] [ 40] [00] 396 [ 79] [ 390] [ 53] DESCRIPTIO SIGLE SOLID WHITE LIE DOUBLE SOLID YELLOW LIE DWL DOTTED WHITE LIE UMED TRIBUTRY STR-0 8" O COTIOUS RULE PMT. MRKER STRIP (BI-DIR)(YELLOW) 0'C.C. PMT. MRKER " DIGOL TRSVERSE (MOO-DIR) CHELIZTIO MRKIGS 45 TYPICL DETIL "" FOR PVEMET MRKIG OT TO SCLE PHSE II ED PROJ. 7LPLM-S-00 R.O.W. ED PROJ. 7LPLM-S3-06 COST. ST E ST ' PVT. ET. 3"x4" S.D. REQD ST " O COTIOUS 5' PVT. ET. RULE STRIP 3"x4" S.D. REQD. PMT. MRKER (MOO-DIR) (CLER) US 70/HWY 4 0'C.C. PMT. MRKER (BI-DIR) (YELLOW) TYPICL DETIL "B" FOR PVEMET MRKIG ' SHOULDER OT TO SCLE TRSITIO SHOULDER 8' - 4' ' 36' BEGI TRSITIO ST '-LT, 8'-RT 6" DWL ' EST ROD ' R 30' (TYP) ED TRSITIO ST '-LT, '-RT ST ' PVT. DR. O S.D. REQD PROPOSED ST TO ED PROJ. SCLE: "= 50'

27 0-FEB-05 :9 \\STORGESERVER\Projets\0 Projets\ Bennett Road Ext\Transportation\Sheets\PHSE \09.sht S 3 ' 6" W 3.88' CURVE US70 MRK PTRICK GRIMES 4 SUS GRIMES FORTER 6 3' 43" E 43.36' 7 58' 4" W 68.77' 73 3' 7" W 43.0' S 89 0' 4" E 40.5' 89 0' 4" W 50.7' 56 3' 53" W 68.0' S 7 35' " W 47.88' S 5 9' 33" W 34.5' 84 40' 7" W 8.77' 0 5' 0" W 54.0' 5.7' S ' 0" E 3" E 455.' 89 36' 37" W 9.88' S 3 7' 6" W 43.65' S 3 57' 39" W ' TEESSEE D.O.T. PRESET ST TO SCLE: "= 50' MTCHLIE ST SHT. 8 TYPE YER PROJECT R.O.W. 03 7LPLM-S-00 9 COST. 05 7LPLM-S REV : CROSS THROUGH TRCTS 3 D 3. TRCTS WITHOUT IMPCTS. REV : MODIFIED OWER'S 3 JOH V. GETRY Et ux ' ' ' OTE: COSTRUCTIO ESEMET O THE RIGHT SIDE IS STDRD 0-FT OFFSET FROM SLOPE D DRIGE ESEMET ULESS OTHERWISE OTED. - DEOTES COSTRUCTIO ESEMET OFFSET IS DIFFERET TH 0-FT OFFSET. THERE IS O COSTRUCTIO ESEMET O THE LEFT SIDE. LL WORK IS TO BE PERFORMED WITHI THE SLOPE D DRIGE ESEMET. CURVE US70 PI ,59.87 E,097, R 3, L T SE 0.06 FT/FT DESIG SPEED 45 MPH ME. REV. -7-5: MODIFIED OWER'S 3 ME. 35 PT S 8 ' " E 9.66' S 87 4' 5" E 49.07' TRS. LEGTH ' ' ' 86 9' 57" W 5.6' ' 30.66' ' ' ' ' 6 6' 44" E ' 3 9' 55" E 44.39' S 6 6' 45" W 70.60' ' ' ' PC HROLD CHERS Et ux 3 HROLD W. CHERS Et ux 3 LORETT JE JOHSO 34 SPECK ROD US 70/HWY 4 KTHEE K. KOCH Et vir JOH V. GETRY Et ux 86 53' 56" W.5' ' 99.99' 86 53' 56" W 4" OK 04.30' ' 83 ' 4" W 3 0' 9" E ' 76.43' S 6 4' 35" W 0.64' 6 9' 46" E 45.7' JOH MRK HUTCHIS 33 PRESET & ' 35.56' 85 8' " W 5' 0" E ' 96.3' 5' 0" E 60.93' 4' 3" E ' ' ' 9.55' R=3.3' L=38. R=6.79' L=40.7' S 40' 37" E 88.58' 40' 37" W 84.57' SECPTIC FIELD BEHID HOUSE SECPTIC FIELD BEHID HOUSE SECPTIC FIELD BEHID HOUSE S 87 4' 39" W ' 89 50' 3" E S 87 4' 39" W ' S 89 50' 3" W 7.67' DO OT IMPCT SECPTIC FIELD SECPTIC FIELD BEHID HOUSE S 80 9' 37" E 0.6' S 6 4' 3" W 3.88' 80 9' 37" W 03.5' S 5 45' 40" W 49.58' 0 ' " E 73.93' 3' 4" E 7.4' 30 IV IV RCP IV IV SEPTIC FIELD IV RCP IV IV IV IV CMP IV IV CMP IV IV RCP FULL IV IV RCP FULL IV " DBL DOG CMP 5 CMP COCRETE IV " HICKORY 8" MPLE 8" HICKORY " HICKORY PLTER 8 RCP FULL IV PVEMET W.V. IV RCP FULL IV IV COCRETE 34" OK GRIDERPUMP IV CMP FULL IV G.V. G.V. SEPTIC FIELD 5 RCP

28 30 TEESSEE D.O.T. TYPE YER PROJECT R.O.W. 03 7LPLM-S-00 9 COST. 05 7LPLM-S 'C.C. PMT. MRKER (BI-DIR) TRSITIO (YELLOW) ST ' PVT. DR. SHOULDER 8' - 4.5' 3"x4" S.D. REQD ST ' RT TRSITIO 36' TO 80' SPECK ROD PMT. MRKER (MOO) (CLER) 8" O COTIOUS RULE STRIP -FEB-05 3:0 \\STORGESERVER\Projets\0 Projets\ Bennett Road Ext\Transportation\Sheets\PHSE \09.sht BBREVITIO LEGED BREVITIO DESCRIPTIO SIGLE SOLID WHITE LIE DOUBLE SOLID YELLOW LIE DWL DOTTED WHITE LIE ST ST ' PVT. DR. O S.D. REQD " DWL ST RT ST ' 30' BUS. DR. O S.D. REQD. MTCHLIE ST SHT. 8 00' TRSITIO SHOULDER 8' - 5' DO OT DISTURB SEPTIC FIELD LIES ST ' PVT. DR. 3"X4" S.D. REQD ' SHOULDER SEE THIS ST FOR DETIL "" 0' PVT. DR. 3"X4" S.D. REQD BEGI TRSITIO ST RT, '-LT ST ' PVT. DR. 3"X4" S.D. REQD TYPICL DETIL "" FOR PVEMET MRKIG OT TO SCLE PROPOSED ST TO SCLE: "= 50'