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HomeMy WebLinkAbout20211006_200718_CARDINAL_IMPACT0.0 VICINITY MAP SCALE: NTS 10.05.21 P200718 CARDINAL WOODS IMPACT MAP EXHIBIT P2 0 0 7 1 8 _ C A R D I N A L W O O D S Project #: SHEET p: \ 2 0 2 0 p r o j e c t s \ 2 0 0 7 1 8 n a s h v i l l e a w \ E N G \ D W G \ E x h i b i t s \ i m p a c t m a p s \ S h e e t s \ P 2 0 0 7 1 8 _ I m p a c t M a p . d w g Date: Bateman Civil Survey Company Engineers Surveyors Planners 2524 Reliance Avenue, Apex, North Carolina 27539 Phone: 919.577.1080 Fax: 919.577.1081 NCBELS FIRM No. C-2378 SHEET INDEX SHEET NUMBER SHEET TITLE 1.0 OVERALL IMPACT MAP 2.0 MAP A- IMPACT 1 3.0 MAP B- IMPACT 2 SITE S S S S S S S N 0 SCALE 1"=500' 1000'500'1.0 Project #: Project Engineer: p: \ 2 0 2 0 p r o j e c t s \ 2 0 0 7 1 8 n a s h v i l l e a w \ E N G \ D W G \ E x h i b i t s \ i m p a c t m a p s \ S h e e t s \ P 2 0 0 7 1 8 _ I m p a c t M a p . d w g Date:10.05.21 CA R D I N A L W O O D S I M P A C T M A P S P200718 GL O V E R P A R K M E M O R I A L D R I V E NA S H V I L L E , N C 2 7 8 5 6 SSL NA S H C O U N T Y Bat e m a n C i v i l S u r v e y C o m p a n y En g i n e e r s S u r v e y o r s P l a n n e r s 25 2 4 R e l i a n c e A v e n u e , A p e x , N o r t h C a r o l i n a 2 7 5 3 9 Ph o n e : 9 1 9 . 5 7 7 . 1 0 8 0 F a x : 9 1 9 . 5 7 7 . 1 0 8 1 NC B E L S F I R M N o . C - 2 3 7 8 SHEET OVERALL IMPACT MAP MAP A MAP B IMPACT LEGEND: WETLAND IMPACT AREA (PERMANENT) BUFFER IMPACT AREA (ZONE 1) BUFFER IMPACT AREA (ZONE 2) EXISTING PUMP STATION PROPOSED PUMP STATION S . 1 S T S T GLOV E R P A R K M E M O R I A L D R I V E W W W W SD SS SS SS SS IMPACT 1- PERMANENT WETLAND 1,318 SF (0.030 AC) EXISTING STORM PIPE 18" RCP 18" RCP 24 " R C P 24" RCP 170 175 180 170 175 180 0+00 0+50 1+00 1+24 18" RCP PROPOSED GRADE EXISTING GRADE SDR 35 PVC Pipe 8" PVC WATERLINE 24" RCP 18" RCP 2.0 Project #: Project Engineer: p: \ 2 0 2 0 p r o j e c t s \ 2 0 0 7 1 8 n a s h v i l l e a w \ E N G \ D W G \ E x h i b i t s \ i m p a c t m a p s \ S h e e t s \ P 2 0 0 7 1 8 _ I m p a c t M a p . d w g Date:10.05.21 CA R D I N A L W O O D S I M P A C T M A P S P200718 GL O V E R P A R K M E M O R I A L D R I V E NA S H V I L L E , N C 2 7 8 5 6 SSL NA S H C O U N T Y Bat e m a n C i v i l S u r v e y C o m p a n y En g i n e e r s S u r v e y o r s P l a n n e r s 25 2 4 R e l i a n c e A v e n u e , A p e x , N o r t h C a r o l i n a 2 7 5 3 9 Ph o n e : 9 1 9 . 5 7 7 . 1 0 8 0 F a x : 9 1 9 . 5 7 7 . 1 0 8 1 NC B E L S F I R M N o . C - 2 3 7 8 SHEET MAP A- IMPACT 1 N 0 SCALE 1"=20' 40'20' PROFILE SCALE 1" = 30' HORIZ. 1" = 3' VERT. IMPACT 1 PROFILE 0+00 TO 1+24 FM FM FM FM SS FM FM SS U U UU E SSE S S S W SS SS SS SS SS 0 + 0 0 1+00 1+25 IMPACT 2: ZONE 2 BUFFER IMPACT 885 SF (0.020 AC) RIPARIAN BUFFER 20' ZONE 2 RIPARIAN BUFFER 30' ZONE 1 IMPACT 2: ZONE 1 BUFFER IMPACT 907 SF (0.021 AC) 50' RIPARIAN BUFFER MH-33 MH-82 MH-34 MH-81 TEMPORARY FORCEMAIN CONNECTION PROPOSED FORCEMAIN TO EXISTING FORCEMAIN EXISTING PUMPSTATION TO BE DEMOLISHED EX. PUMP STATION WETWELL DOGHOUSE MANHOLE CONNECTION TO DIVERT SEWER TO NEW PUMP STATION 160 165 170 175 180 160 165 170 175 180 -0+25 0+00 0+50 1+00 1+50 MH - 3 3 MH - 8 2 MH - 3 4 MH - 8 1 12" SS 12" SS12" SS EXISTING GROUND 3.0 Project #: Project Engineer: p: \ 2 0 2 0 p r o j e c t s \ 2 0 0 7 1 8 n a s h v i l l e a w \ E N G \ D W G \ E x h i b i t s \ i m p a c t m a p s \ S h e e t s \ P 2 0 0 7 1 8 _ I m p a c t M a p . d w g Date:10.05.21 CA R D I N A L W O O D S I M P A C T M A P S P200718 GL O V E R P A R K M E M O R I A L D R I V E NA S H V I L L E , N C 2 7 8 5 6 SSL NA S H C O U N T Y Bat e m a n C i v i l S u r v e y C o m p a n y En g i n e e r s S u r v e y o r s P l a n n e r s 25 2 4 R e l i a n c e A v e n u e , A p e x , N o r t h C a r o l i n a 2 7 5 3 9 Ph o n e : 9 1 9 . 5 7 7 . 1 0 8 0 F a x : 9 1 9 . 5 7 7 . 1 0 8 1 NC B E L S F I R M N o . C - 2 3 7 8 SHEET MAP B- IMPACT 2 N 0 SCALE 1"=20' 40'20' PROFILE SCALE 1" = 30' HORIZ. 1" = 3' VERT. IMPACT 2 PROFILE -0+25 TO 1+50 PUMP STATION NOTES: 1.NEW PUMP STATION WILL BE CONSTRUCTED DOWN SLOPE IN THE LOCAL STREAM BASIN 2.ONCE NEW PUMP STATION IS CONSTRUCTED THE EXISTING STATION WILL BE DEMOLISHED. 3.EXISTING PUMP STATION EXISTS WITHIN HE STREAM BUFFERS. LEGEND: EXISTING FORCEMAIN PROPOED FORCEMAIN EXISTING GRAVITY SEWER PROPOSED GRAVITY SEWER FM SS FM SS