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Windsor Pines_Phase 2_Site PlanW W W Relocate Cart Path 12345678910 11121413151617181920 212223242526 27 28 29 30 31 32 33 34 35 36 37 38 39 40 4 8 66 6 8 86 8 6 6 8 8 10 8 8 8 6 6 8 4 Open Space & Rec Area 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W SS SS SS SSSSSSSS SS SSSS SS SS SS SS SSSSSSSS SS RIM: 9.75'INV. OUT: 4.14' MH 12 RIM: 9.00'INV. IN: 3.94' INV. IN: 3.94'INV. OUT: 4.14' MH 10 RIM: 10.00'INV. OUT: 4.35' MH 11 RIM: 7.50'INV. IN: 3.56'INV. OUT: 3.76' MH 9 RIM: 8.25'INV. IN: 3.08'INV. OUT: 3.28' MH 8 RIM: 6.01'INV. IN: 2.54'INV. OUT: 2.74' MH 7 RIM: 7.00'INV. IN: 1.85'INV. OUT: 2.05' MH 6 RIM: 8.50'INV. IN: 1.15'INV. OUT: 1.35' MH 5 RIM: 7.00'INV. IN: 0.45'INV. OUT: 0.65' MH 4 RIM: 6.25'INV. IN: 0.20'INV. OUT: 0.00' MH 3 RIM: 7.00'INV. IN: -0.33'INV. OUT: -0.16' MH 2 RIM: 6.00'INV. IN: -0.50' MH 1 101.55 L F 8 " P V C @ 0 . 4 5 % 72.66 LF 8 " P V C @ 0 . 4 5 % 75.86 LF 8" PVC @ 0.45% 200.18 LF 8" PVC @ 0.45% 200.35 LF 8" P V C @ 0 . 4 5 % 196.20 LF 8" PVC @ 0. 4 5 % 165.76 L F 8 " P V C @ 0 . 4 5 % 151.55 LF 8" PVC @ 0.45% 129.44 LF 8" PVC @ 0.45% 91 . 6 9 L F 8 " P V C @ 0 . 4 5 % 43 . 9 2 L F 8 " P V C @ 0 . 4 5 % 4 4 8" PVC WATERLINE FIRE HYDRANT (TYP.) 2" PVC WATERLINE 2" BLOWOFF & VALVE RIM & INVERT ESTIMATED 2" BLOWOFF & VALVE 21 9 S t a t i o n R o a d | S t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | l i c e n s e # : C - 0 8 3 2 | w w . w i t h e r s r a v e n e l . c o m Revisions W:\ 1 7 \ 1 7 - 0 9 4 0 \ 1 7 0 9 4 6 - M a s o n b o r o G o l f C l u b - T r a c t s 1 - 5 \ C A D \ C o n s t D r a w i n g s \ T R A C T 4 \ C 1 . 0 U T I L I T Y P L A N . d w g - Th u r s d a y , N o v e m b e r 8 , 2 0 1 8 8 : 3 0 : 1 2 A M - GA R R I C H , T O M Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l En g i n e e r s | P l a n n e r s | S u r v e y o r s WI N D S O R P I N E S T R A C T 4 NE W H A N O V E R C O U N T Y , N C 170946 11/7/18 TG JSB PRELIMINARY NOT APPROVED FOR CONSTRUCTION PR E L I M I N A R Y UT I L I T Y P L A N 2 OF 4 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100 16 18 20 22 24 26 28 28 2 6 2 4 2 2 2 0 1 8 1 4 14 14 12 10 1 2 10 1 4 14 1 4 1 6 18 2 0 2 2 2 4 2 6 26 24 22 20 18 16 1 6 Stormwater Pond 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 41 39 38 37404243444546474849505152535455565758 62616059 656463 686766 717069 727374757677787980 818283848586878889909192 W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 8'' W 6' ' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6' ' W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS RIM: 12.00' INV. IN: 5.40' MH 1 155.43 LF 8 " P V C @ 0 . 4 5 % RIM: 16.00'INV. IN: 5.90'INV. OUT: 6.10' MH 2 RIM: 19.00'INV. IN: 7.10' INV. IN: 7.10'INV. OUT: 7.30' MH 3 RIM: 19.75'INV. IN: 7.55' INV. OUT: 7.75' MH 4 RIM: 17.00'INV. IN: 7.76'INV. OUT: 7.96' MH 5 RIM: 13.50'INV. OUT: 9.65' MH 6 RIM: 14.50'INV. OUT: 10.68' MH 10RIM: 14.25'INV. IN: 9.85'INV. OUT: 10.05' MH 9 RIM: 16.00'INV. IN: 8.46'INV. OUT: 8.66' MH 8309.42 LF 8" PVC @ 0.45% 14 3 . 2 0 L F 8 " P V C @ 0 . 4 5 % 90.1 2 L F 8 " P V C @ 0 . 4 5 % 421.42 LF 8" PVC @ 0.45% 350.00 LF 8" PVC @ 0.45%350.00 LF 8" PVC @ 0.45%185.24 LF 8" PVC @ 0.45%8" PVC WATERLINE FIRE HYDRANT (TYP.) 6" PVC WATERLINE 2" PVC WATERLINE 2" BLOWOFF & VALVE EXISTING POND RIM & INVERT ESTIMATED 21 9 S t a t i o n R o a d | S t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | l i c e n s e # : C - 0 8 3 2 | w w . w i t h e r s r a v e n e l . c o m Revisions W:\ 1 7 \ 1 7 - 0 9 4 0 \ 1 7 0 9 4 6 - M a s o n b o r o G o l f C l u b - T r a c t s 1 - 5 \ C A D \ C o n s t D r a w i n g s \ T R A C T 5 \ C 1 . 0 U T I L I T Y P L A N . d w g - Th u r s d a y , N o v e m b e r 8 , 2 0 1 8 8 : 2 6 : 1 8 A M - GA R R I C H , T O M Sheet No. Designer Drawn By Date Job No. Wi t h e r s R a v e n e l En g i n e e r s | P l a n n e r s | S u r v e y o r s WI N D S O R P I N E S T R A C T 5 NE W H A N O V E R C O U N T Y , N C 170946 11/7/18 TG JSB PRELIMINARY NOT APPROVED FOR CONSTRUCTION PR E L I M I N A R Y UT I L I T Y P L A N 4 0F 4 1 inch = 50 ft. 50 GRAPHIC SCALE 0 25 50 100