Loading...
HomeMy WebLinkAboutWells Borthers Construction Commercial Site Plan 2.15.20219 C0 21017 Licence #C-3641 WI L M I N G T O N , N . C . LO T 2 L A Y D O W N Y A R D OV E R A L L S I T E P L A N J O H N S. TU N S T ALL 24 1 ('5 5+1 0 # . ENGINE E R 19851 26 0 2 I R O N G A T E D R . , S U I T E 1 0 2 WI L M I N G T O N , N C 2 8 4 1 2 PH O N E ( 9 1 0 ) 3 4 3 - 9 6 5 3 SCALE: 1" = 30' /# ) Ä & # 6 ' 14 2 9 A S H - L I T T L E R I V E R R D . N W AS H , N C 2 8 4 2 0 PH O N E ( 9 1 0 ) 2 8 7 - 5 9 0 0 NO R R I S & T U N S T A L L CO N S U L T I N G E N G I N E E R S P . C . LOCATION MAP *SITE 23 5 S U T T O N L A K E R O A D PRE L I M I N A R Y G: \ p r o j e c t s \ 2 0 2 1 \ 2 1 0 1 7 L o t 2 L a y d o w n Y a r d \ 2 1 0 1 7 P l a n s \ d w g \ 2 1 0 1 7 . m a s t e r . r 1 . d w g , 2 / 1 5 / 2 0 2 1 1 2 : 4 9 : 5 1 P M , D W G T o P D F . p c 3 9 TREE REMOVAL TABLE C1.0 21017 Licence #C-3641 LO T 2 L A Y D O W N Y A R D J O H N S. TU N S T ALL 24 1 ('5 5+1 0 # . ENGINE E R 19851 26 0 2 I R O N G A T E D R . , S U I T E 1 0 2 WI L M I N G T O N , N C 2 8 4 1 2 PH O N E ( 9 1 0 ) 3 4 3 - 9 6 5 3 SCALE: 1" = 30' /# ) Ä & # 6 ' 14 2 9 A S H - L I T T L E R I V E R R D . N W AS H , N C 2 8 4 2 0 PH O N E ( 9 1 0 ) 2 8 7 - 5 9 0 0 NO R R I S & T U N S T A L L CO N S U L T I N G E N G I N E E R S P . C . GR A D I N G , D R A I N A G E , A N D E R O S I O N C O N T R O L P L A N ECS-SOILS INFORMATION (REPORT DATED 12-15-20) INFILTRATION BASIN EMERGENCY SPILLWAY DETAIL INFILTRATION BASIN LOCATION MAP *SITE WI L M I N G T O N , N . C . 23 5 S U T T O N L A K E R O A D PRE L I M I N A R Y G: \ p r o j e c t s \ 2 0 2 1 \ 2 1 0 1 7 L o t 2 L a y d o w n Y a r d \ 2 1 0 1 7 P l a n s \ d w g \ 2 1 0 1 7 . m a s t e r . r 1 . d w g , 2 / 1 5 / 2 0 2 1 1 2 : 5 0 : 3 9 P M , D W G T o P D F . p c 3 C1.1A 21017 Licence #C-3641 LO T 2 L A Y D O W N Y A R D J O H N S. TU N S T ALL 24 1 ('5 5+1 0 # . ENGINE E R 19851 26 0 2 I R O N G A T E D R . , S U I T E 1 0 2 WI L M I N G T O N , N C 2 8 4 1 2 PH O N E ( 9 1 0 ) 3 4 3 - 9 6 5 3 SCALE: 1" = 30' /# ) Ä & # 6 ' 14 2 9 A S H - L I T T L E R I V E R R D . N W AS H , N C 2 8 4 2 0 PH O N E ( 9 1 0 ) 2 8 7 - 5 9 0 0 NO R R I S & T U N S T A L L CO N S U L T I N G E N G I N E E R S P . C . PR E - D E V E L O P M E N T D R A I N A G E P L A N LOCATION MAP *SITE WI L M I N G T O N , N . C . 23 5 S U T T O N L A K E R O A D PRE L I M I N A R Y G: \ p r o j e c t s \ 2 0 2 1 \ 2 1 0 1 7 L o t 2 L a y d o w n Y a r d \ 2 1 0 1 7 P l a n s \ d w g \ 2 1 0 1 7 . m a s t e r . r 1 . d w g , 2 / 1 5 / 2 0 2 1 1 0 : 4 6 : 1 0 A M , D W G T o P D F . p c 3 C1.1B 21017 Licence #C-3641 LO T 2 L A Y D O W N Y A R D J O H N S. TU N S T ALL 24 1 ('5 5+1 0 # . ENGINE E R 19851 26 0 2 I R O N G A T E D R . , S U I T E 1 0 2 WI L M I N G T O N , N C 2 8 4 1 2 PH O N E ( 9 1 0 ) 3 4 3 - 9 6 5 3 SCALE: 1" = 30' /# ) Ä & # 6 ' 14 2 9 A S H - L I T T L E R I V E R R D . N W AS H , N C 2 8 4 2 0 PH O N E ( 9 1 0 ) 2 8 7 - 5 9 0 0 NO R R I S & T U N S T A L L CO N S U L T I N G E N G I N E E R S P . C . PR E - D E V E L O P M E N T D R A I N A G E P L A N LOCATION MAP *SITE WI L M I N G T O N , N . C . 23 5 S U T T O N L A K E R O A D PRE L I M I N A R Y G: \ p r o j e c t s \ 2 0 2 1 \ 2 1 0 1 7 L o t 2 L a y d o w n Y a r d \ 2 1 0 1 7 P l a n s \ d w g \ 2 1 0 1 7 . m a s t e r . r 1 . d w g , 2 / 1 5 / 2 0 2 1 1 0 : 4 7 : 0 0 A M , D W G T o P D F . p c 3 TEMPORARY SILT FENCE HARDWARE CLOTH AND GRAVEL INLET PROTECTION ENERGY DISSIPATOR CALL 811 (3) WORKING DAYS BEFORE YOU DIG. TEMPORARY GRAVELLED CONSTRUCTION ENTRANCE1 2 3 4 5 6 SITE WORK NOTES: C2.0 26 0 2 I R O N G A T E D R . , S U I T E 1 0 2 WI L M I N G T O N , N C 2 8 4 1 2 PH O N E ( 9 1 0 ) 3 4 3 - 9 6 5 3 14 2 9 A S H - L I T T L E R I V E R R D . N W AS H , N C 2 8 4 2 0 PH O N E ( 9 1 0 ) 2 8 7 - 5 9 0 0 NO R R I S & T U N S T A L L CO N S U L T I N G E N G I N E E R S P . C . NO T E S A N D D E T A I L S 9 7DROP INLET DETAIL 10 PERFORATED HDPE PIPE DETAIL NCDOT DRIVEWAY TURNOUT GRADE DETAIL ASPHALT PAVEMENT SECTION 21017 LO T 2 L A Y D O W N Y A R D J O H N S. TU N S T ALL 24 1 ('5 5+1 0 # . ENGINE E R 19851 WI L M I N G T O N , N . C . 23 5 S U T T O N L A K E R O A D PRE L I M I N A R Y BAFFLE STAKE SPACING DETAIL BAFFLE MAINTENANCE NOTES BAFFLE DETAIL 8 G: \ p r o j e c t s \ 2 0 2 1 \ 2 1 0 1 7 L o t 2 L a y d o w n Y a r d \ 2 1 0 1 7 P l a n s \ d w g \ 2 1 0 1 7 . m a s t e r . r 1 . d w g , 2 / 1 5 / 2 0 2 1 1 2 : 4 2 : 3 8 P M , D W G T o P D F . p c 3 TEMPORARY SEEDING RECOMMENDATIONS FOR FALL TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER TEMPORARY SEEDING RECOMMENDATIONS FOR LATE WINTER AND EARLY SPRING PERMANENT SEEDING RECOMMENDATIONS FOR FALL AND EARLY SPRING PERMANENT SEEDING RECOMMENDATIONS FOR LATE SPRING AND EARLY SUMMER ’’ EROSION CONTROL NOTES AND MAINTENANCE PLAN: C2.1 26 0 2 I R O N G A T E D R . , S U I T E 1 0 2 WI L M I N G T O N , N C 2 8 4 1 2 PH O N E ( 9 1 0 ) 3 4 3 - 9 6 5 3 14 2 9 A S H - L I T T L E R I V E R R D . N W AS H , N C 2 8 4 2 0 PH O N E ( 9 1 0 ) 2 8 7 - 5 9 0 0 NO R R I S & T U N S T A L L CO N S U L T I N G E N G I N E E R S P . C . 21017 J O H N S. TU N S T ALL 24 1 ('5 5+1 0 # . ENGINE E R 19851 NO T E S A N D D E T A I L S LO T 2 L A Y D O W N Y A R D WI L M I N G T O N , N . C . 23 5 S U T T O N L A K E R O A D PRE L I M I N A R Y G: \ p r o j e c t s \ 2 0 2 1 \ 2 1 0 1 7 L o t 2 L a y d o w n Y a r d \ 2 1 0 1 7 P l a n s \ d w g \ 2 1 0 1 7 . m a s t e r . r 1 . d w g , 2 / 1 5 / 2 0 2 1 1 2 : 4 3 : 1 9 P M , D W G T o P D F . p c 3