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Home My WebLink About20181296 Ver 1_Ag_Sci_PCN_20180924APPROXIMATE LOCATIO`N OF STREAM FROM GIS \ \APPROXIMATE L ATION O� STREAM \ UFFER FROM GIS \ �8 LF 8"' PVC @ 4.99% \ MH -01 RIMEEV = 393.30 \ INV IN = 389.75 v I INV OUT = 387.2 ,/ gyp. \7 p p. 1616 n0- cn�� scn — 0 p •( s P �€ 4 .69' fFx-MH-0 J RIM EL 5V = 391.93 IN = 385.33 8" DIP AERIAL CROSSING , � I TIE INTO�XI INIG HOLE LOCATION OF S�REA BUFFER FROM OURVE LOCATION — SOUT� STRE M BANK FROM SURVEY -ZONE 1 IMPACTS (TYP") g43'1 ZONE 2 IMPACTS (YYP) O248 LF8"DIP@0. 2%'GIp8/f6.� 50. co 16" STEEL CASING WITH CONC FOUNDATI NS. SEE DETAILS S-18, S -19/C9.11 "Ni I P- 3� 791 I MH -02 RIM ELEV = 394.8,4 INV IN=391.9 INV OUT = 391'.29 ❑HP s TP M ��M-off LEV = 418.51 I I V OU 400.67 MH 03 I \ \+00\ RIM ELEV = 338.33 5+5 INV fN = 392.5 5+00 1 \ � V +50 SSI nHP 1 I I T 2 0 F8"FY Q@ 3�114% \ 102 LF 8" D I PL@ 0.8 SANITARY SEWER - AERIAL CROSSING PORTION - STA: 0+00 - 6+00 PLAN VIEW 7 m ( ) 0 20 40 80 NORTH SCALE: 1 "=40' -0+25 nn 0+50 1 +'' 2+50 i+nr, 3+50 d1 SANITARY SEWER - AERIAL CROSSING PORTION - STA: 0+00 - 6+00 PROFILE VIEW 4+1 5+nn 0 20 40 80 SCALE: 1 "=40' 5+50 6+00 UTILITY LEGEND EXISTING WATER LINE w PROPOSED WATER LINE 3s- EXISTING SANITARY SEWER LINE SS PROPOSED SANITARY SEWER LINE PROPOSED FIRE HYDRANT ® PROPOSED WATER VALVE EXISTING SANITARY SEWER MANHOLE OS PROPOSED SANITARY SEWER MANHOLE Quo PROPOSED CLEANOUT 0 PROPOSED FDC FDC PROPOSED BACKFLOW METER PIV U) W _ • PROPOSED POST INDICATOR VALVE (PIV) 000 GREASE INTERCEPTOR 300' HYDRANT COVERAGE CIRCLE co MANH DLET BE FIT ED WITH U U)Z Lu � o? c'2 LOOD PONTRDL. SE DETAIL ao Z Z W Q U W 405 C.0M ccj N N M CV ' j Cfl M N U D (� 405 ui M �� M XISTIN GRADE TO REMAIN D " rn CO F--- z � w = Q LU J J z � em J <- � w c) W o EXI TING GRADE TO REMAIN, J O Q z Q w Oz U) 06 LF 6STEL CASING FOR " STREAM - wz OQ ELEVA 10 S ASED N SUR EY o M �W O W z z z L 0/ LL z - 400 1111 400 AERIAL C OSSIN SUPPORT (TYP) SEE PROPOSED GRAD DE AIL S- 9/C9.1 � Lf 395 248 LF 8" DIP @ 0.62% 395 l 390 l AERI GROSSING 390 100 -YEAR ELEVATION FLOOD 260 LF 8" 102 LF8"DIP@0.800 PVC @ 3.14% = 388 �a LL ' ~ 385 o_ J o 385 W J LLLLLa Z m J V \ / ~ .... > lnJ �H w O wO co o wo 38 LF8�� PVc @ 4.99% o� W aw aW Jo o0 380 mz ¢ -1�O >j >� ¢w On �Z 380 e w �z o OU O�OD �-D >� Z a w 0Lu e 0 ANTICIPATED W z_ o E EXTENTS OF 0° W z CAVAT ON FOR PIER a W z F UNDA IONS 375 a o_ 375 STREAM TOP BASED ON TOP OF BANK OF BANK SURVEY ORE AND BOOT ONTO STREAM 370 EXISTING MAN OLE B SED CN SURVEY 370 365 365 00 O O ^') 17 O O c'7 M N 1` 00 00 00 M M N N ti O N 00 O O M M co of I O M O co l!7 00 O M In O O L O O _ -0+25 nn 0+50 1 +'' 2+50 i+nr, 3+50 d1 SANITARY SEWER - AERIAL CROSSING PORTION - STA: 0+00 - 6+00 PROFILE VIEW 4+1 5+nn 0 20 40 80 SCALE: 1 "=40' 5+50 6+00 UTILITY LEGEND MPACT Permanent (sf) Temporary (sf) ,one 1 1987.1 3399.5 -one 2 970.8 2213.9 w W �( H LL N M Z O O M 00N N Z Q1 a Q °' x H M � N O 00 (n N 00 O tai N r u) O ry" STEWART 223 S. WEST ST, SUITE 1100 FIRM LICENSE M C-1051 RALEIGH, NC 27603 www.stewartinc.com T 919.380.8750 PROJECT * 16123 EXISTING WATER LINE w PROPOSED WATER LINE 3s- EXISTING SANITARY SEWER LINE SS PROPOSED SANITARY SEWER LINE PROPOSED FIRE HYDRANT ® PROPOSED WATER VALVE EXISTING SANITARY SEWER MANHOLE OS PROPOSED SANITARY SEWER MANHOLE Quo PROPOSED CLEANOUT 0 PROPOSED FDC FDC PROPOSED BACKFLOW METER PIV • PROPOSED POST INDICATOR VALVE (PIV) 000 GREASE INTERCEPTOR 300' HYDRANT COVERAGE CIRCLE LD LIMITS OF DISTURBANCE MPACT Permanent (sf) Temporary (sf) ,one 1 1987.1 3399.5 -one 2 970.8 2213.9 w W �( H LL N M Z O O M 00N N Z Q1 a Q °' x H M � N O 00 (n N 00 O tai N r u) O ry" STEWART 223 S. WEST ST, SUITE 1100 FIRM LICENSE M C-1051 RALEIGH, NC 27603 www.stewartinc.com T 919.380.8750 PROJECT * 16123 CARO ll \�pQ:•FESS/O l�y�% _ ' a SEAL ��j• G I pH FOR REVIEW ONLY NO. REVISION DATE JOB NUMBER C16123 DATEISSUED 09.21.2018 PROJECT STATUS NCDWR BUFFER IMPACTS SHEET TEMPORARY BUFFER IMPACTS PCN -T U) Lu U_ Lu Lu Lu Z W W � U U)Z Lu � U o Z Z W Q U W V) J Q j U D (� Q J IL D O U F--- z � w = Q LU J Q <- Z W o J O Q z Q J OW � () 0� = U Q00 mowN/ U04 o M �W O W o z z L 0/ LL U CA CARO ll \�pQ:•FESS/O l�y�% _ ' a SEAL ��j• G I pH FOR REVIEW ONLY NO. REVISION DATE JOB NUMBER C16123 DATEISSUED 09.21.2018 PROJECT STATUS NCDWR BUFFER IMPACTS SHEET TEMPORARY BUFFER IMPACTS PCN -T APPROXIMATE LOCATIO`N OF STREAM FROM GI' S\ \APPROXIMATE L ATION OF STREAM \ UFFER FROM GIS I \ �8 LF 8"' PVC @ 4.99% \ MH -01 // / RIM E EV = 393.30 \ INV IN = 389.75 v I INV OUr� = 387.21 �O \ 7 —�lr Gj tP TP \ /� fFX-MH-00 \RIM EL 5V = 391.93 I N� IN = 385.33 " DIP AERIAL CROSSING 8 C SS G , \ I TIE INTO�XI INIG HOLE LOCATION OF S�REA BUFFER FROM OURVE LOCATION — SOUT� STRE M BANK FROM SURVEY ZONE 1 IMPACTS (TYP) ) \ ZONE 2 I M PACT$ fiP) q� b 248LF8"DIP@0. 20/6 % 6' /p" C _ I 16" STEEL CASING WITH CON�RETE- FOUNDA ONS. SEE DETAILS S-18, S -19/C9.11 MH -02 RIM ELEV = 394.8,4 INV IN=391.9 INV OUT = 391'.29 s TP M ��M-off LEV = 418.51 I I V OU 400.67 MH -03 RIM ELEV = 3V8.33 dL 5+5 INV fN = 392.5 5+00 1 \ INZi/ OUT+5 1 'err" " SSI pHP TP \ \ oy nVAV 1 I I T — I 2 0 F8"FY Q@ 3�114% �\ 102 LF8"DIP@0.8 %-� b \� ��%� /\ice �[� I� \� I SANITARY SEWER - AERIAL CROSSING PORTION - STA: 0+00 - 6+00 PLAN VIEW 7 m ( ) 0 20 40 80 NORTH SCALE: 1 "=40' -0+25 nn 0+50 1 +'' 2+50 i+nr, 3+50 d1 SANITARY SEWER - AERIAL CROSSING PORTION - STA: 0+00 - 6+00 PROFILE VIEW 4+1 5+nn 0 20 40 80 SCALE: 1 "=40' 5+50 6+00 UTILITY LEGEND EXISTING WATER LINE w PROPOSED WATER LINE 3s- EXISTING SANITARY SEWER LINE SS PROPOSED SANITARY SEWER LINE PROPOSED FIRE HYDRANT ® PROPOSED WATER VALVE EXISTING SANITARY SEWER MANHOLE OS PROPOSED SANITARY SEWER MANHOLE Quo PROPOSED CLEANOUT O PROPOSED FDC M 00 PIV • PROPOSED POST INDICATOR VALVE (PIV) 000 GREASE INTERCEPTOR 300' HYDRANT COVERAGE CIRCLE / LIMITS OF DISTURBANCE 405 0 co')) c') N N M CV U)Z cfl M C'4 � U o Z Z 405 Lu Q 00 CO 00 MANHOLE TO BE FITED WITH FLOOD" w M Q U w JO w J CONTROL. EE DETAIL S-24, C9.11 Q w M J LL EXI TING RADE O REMAIN, O U F--- z 400 wmx ;Z>7 , Q ? w ? EXISTING GRAD TO MAIN � cn�zz Cw _ G O <- ELEVA 10 S ASED N SUR EY w 0 o J O Q 400 z� Q J Ow � () 0� = Q U 206 L 16" ST EEL CA ING FOR AER AL � = o M r O r1/ O LLI w CSG O z L z 0/ LL U CA CROSSPING OVER EX STING STREAM. rn PROPOSED GRAD � AERIAL CRO SING SUPPORTS 395 248 LF 8" DIP @ 0.62% 395 l 390 l AERIA CROS ING 390 100 -YEAR IfLOODI ELEVATION 9601 F 8" @ 0.80%—1 PVC @ 3.14% = 388 102 LF 8" DIP u— u- �� 385 � a I �m "J 385 w J- } Z m NTICI ATED XTENT OF o ILL U) Lo J '-� � EXCAVATION FOR PIE w� o o o o W OUND TIONS 38 LF 8�� PV° @ 4.99% o� W ¢w a6 Lu0 -1 ca o0 380 mz71 1¢ >j >Z) ¢w c~i� -Z 380 u~i0 w wo 0� >� z a �z o O Q OLuo O 0 Lu m w ? LL w z_ O co w Z 375 a o 375 STREAM BASED TOP 0 BANK STREAM TOPO BANK 370 CORE NDB OT ONO B SED ON SUR EY 370 EXISTING MANHOLE 365 365 00 O O co 17 O O M M N t` 00 00 00 co M N 7 ti O 00 00 M M N N O M to to O M 1- O M to 00 O) co to O O L O O _ -0+25 nn 0+50 1 +'' 2+50 i+nr, 3+50 d1 SANITARY SEWER - AERIAL CROSSING PORTION - STA: 0+00 - 6+00 PROFILE VIEW 4+1 5+nn 0 20 40 80 SCALE: 1 "=40' 5+50 6+00 UTILITY LEGEND MPACT Permanent (sf) Temporary (sf) -one 1 1987.1 3399.5 -one 2 970.8 2213.9 w W �( H LL N M Z O O M N O Z � Q1 a Q °' x H M � N O 00 (n N CD O tai N r u) O ry" STEWART 223 S. WEST ST, SUITE 1100 FIRM LICENSE M C-1051 RALEIGH, NC 27603 www.stewartinc.com T 919.380.8750 PROJECT * 16123 EXISTING WATER LINE w PROPOSED WATER LINE 3s- EXISTING SANITARY SEWER LINE SS PROPOSED SANITARY SEWER LINE PROPOSED FIRE HYDRANT ® PROPOSED WATER VALVE EXISTING SANITARY SEWER MANHOLE OS PROPOSED SANITARY SEWER MANHOLE Quo PROPOSED CLEANOUT O PROPOSED FDC FDC PROPOSED BACKFLOW METER PIV • PROPOSED POST INDICATOR VALVE (PIV) 000 GREASE INTERCEPTOR 300' HYDRANT COVERAGE CIRCLE LD LIMITS OF DISTURBANCE MPACT Permanent (sf) Temporary (sf) -one 1 1987.1 3399.5 -one 2 970.8 2213.9 w W �( H LL N M Z O O M N O Z � Q1 a Q °' x H M � N O 00 (n N CD O tai N r u) O ry" STEWART 223 S. WEST ST, SUITE 1100 FIRM LICENSE M C-1051 RALEIGH, NC 27603 www.stewartinc.com T 919.380.8750 PROJECT * 16123 C A R O �// \�pQ:•FESS/O 2..o y9.� _ ' a SEAL %`moo G Zar��21 FOR REVIEW ONLY NO. REVISION DATE JOB NUMBER C16123 DATEISSUED 09.21.2018 PROJECT STATUS NCDWR BUFFER IMPACTS SHEET PERMANENT BUFFER IMPACTS PCN -P U) w U_ Lij w Z w Lu � U U)Z Lu � U o Z Z Lu Q 0 U w V) Q U Q J LL O U F--- z � w = Q LU J Q <- Z w 0 o J O Q z� Q J Ow � () 0� = Q U mowN/ U N 0 � = o M r O r1/ O LLI w CSG O z L z 0/ LL U CA C A R O �// \�pQ:•FESS/O 2..o y9.� _ ' a SEAL %`moo G Zar��21 FOR REVIEW ONLY NO. REVISION DATE JOB NUMBER C16123 DATEISSUED 09.21.2018 PROJECT STATUS NCDWR BUFFER IMPACTS SHEET PERMANENT BUFFER IMPACTS PCN -P