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Smith Creek Park Phase 2A Site Plans_v129.0 30.0 35.0 40.0 43.0 29. 0 33.0 38.0 42.0 44.0 43.044.0 45.0 42. 0 43. 0 44.0 44.0 42.041.0 41.040.0 35.0 36.0 40.0 39.038.0 37.0 36.0 35.0 35.0 36.0 37.0 38.0 39.0 39.0 37.0 43.0 48.0 53.0 43.045.0 42.0 45.0 38.0 41.0 40.0 37.0 38.0 40.0 41.0 42.0 43.0 35.034.0 31.0 32.033.0 34.0 35.0 36.0 37.0 38.0 35.0 37.0 38.0 36.0 36.0 32.0 33. 0 34.0 31.030.0 33.0 32.0 33.0 30.0 29.0 29.0 28.027.0 28.0 38.0 37.0 38.0 37.0 38.0 28. 0 28.0 30.0 21.0 27.0 23. 0 20.0 32. 0 33.0 33.0 34.0 36.0 35.0 37.036.0 37.036.035.0 36.0 35.0 36.0 37.0 37.0 39.0 38.0 41.0 39.0 42.0 41.0 42.0 38.039.0 40.0 36.0 31. 0 32.0 30.0 24.0 29. 030.0 31.0 36.0 40.039.0 39.0 40.0 41. 042. 0 40.0 41.040.039.0 41.0 42.0 40.0 43.0 44.0 21.0 21.0 44.0 45.0 39.0 39.0 41.0 40.0 39.0 41.0 42.0 43.0 37.0 39.0 38.0 40.0 41.0 28.0 44.0 42.0 43. 0 42.0 45.0 41.0 37.0 38.0 41.0 29.0 45.0 38.0 UC UC UC UC UC FO FO FO FO FO FO FO UE UE UE UE UE UE UE UE UE UEUE UE UEUE UEUE UE UE UE W W W SS SS SS SS SS SS SS SS SS SS SS SS SS UE UE UE UE UE FO 31.0 35.0 40.0 30.0 35.0 31.0 35.0 40.0 39.0 38.0 32.0 42.0 37.036.0 34.033.032.0 31.0 38.037.0 39.0 34.035.0 38.0 37.0 37.0 37.0 40. 0 43.0 H/CVAN H/C N/F CLEARWATER PRESERVE HOA INC PIN: 3149-65-1839.000 DB 6052 PG 1052 N/F FRANK E. FORTE PIN: 3149-55-9698.000 DB 6076 PG 1957 N/F PHILIP J. ROSE and MAGGIE H. ROSE PIN: 3149-55-9681.000 DB 6079 PG 268N/F CHASE BRITTIANY BARDEN PIN: 3149-55-9565.000 DB 6094 PG 1624 N/F THU V DE TRUONG and TRAN T. TRUONG PIN: 3149-55-9459.000 DB 6088 PG 1985 N/F MICHAEL PIROZZI PIN: 3149-55-9432.000 DB 6374 PG 1182 N/F JAMES V. COLANGELO JR. and SUZANNE M. COLANGELO PIN: 3149-55-9307.000 DB 6122 PG 2101 N/F SEAN HEATHER ROSS PIN: 3149-55-8361.000 DB 6567 PG 2359 N/F RONALD J. BOWSER and NICOLE L. BOWSER PIN: 3149-55-8236.000 DB 6118 PG 865 N/F STEPHANIE ETVIR SMITH PIN: 3149-55-8201.000 DB 6448 PG 909 N/F MARIA E. CRESPO PIN: 3149-55-7185.000 DB 6188 PG 2187 N/F KASSIE M. COLEY PIN: 3149-55-7140.000 DB 6258 PG 1951 N/F JEAN B. CABANTOUS and TRICIA SMITH PIN: 3149-55-7014.000 DB 6513 PG 41 N/F MATTHEW P. RAY and JENNIFER M. RAY PIN: 3149-54-6989.000 DB 6464 PG 1633 N/F GORDON ROAD OWNERS ASSN PIN: 3149-54-4569.000 DB 6051 PG 1368 N / F A L E X A N D R A V . C A V A S O S a n d A A R O N M . C A V A S O S P I N : 3 1 4 9 - 5 4 - 2 6 7 0 . 0 0 0 D B 6 5 0 3 P G 1 4 5 2 N / F D A W N O . S I M M O N S P I N : 3 1 4 9 - 5 4 - 1 7 7 5 . 0 0 0 D B 1 3 5 0 P G 1 7 5 2 N/ F JE R O N E E . K A H A M PI N : 3 1 4 9 - 5 4 - 0 7 4 1 . 0 0 0 D B 1 4 5 2 P G 8 8 2 N/F JOE C H A R L E S H R S PIN : 3 1 4 9 - 4 4 - 8 7 4 7 . 0 0 0 DB 9 9 0 7 P G 1 7 9 0 N/F HAT T I E W . S C H M I D T PIN : 3 1 4 9 - 4 4 - 7 8 0 6 . 0 0 0 DB 5 3 1 8 P G 9 7 0 N/FDAWN O. S I M M O N S PIN: 3149 - 4 4 - 5 8 5 3 . 0 0 0 DB 6332 P G 1 3 7 5 N/F NEW HANOVER COUNTY PIN: 3149-35-9962.000 DB 5940 PG 1175 N/F NEW HANOVER COUNTY PIN: 3149-56-3801.000 DB 5570 PG 857 N/F HAWTHORNE AT SMITH CREEK APARTMENTS LLC PIN: 3149-34-3939.000 DB 6265 PG 1120 N/F GORDON ROAD OWNERS ASSN PIN: 3149-54-4569.000 DB 6051 PG 1368 N/F DERRICK DANA BLANKS PIN: 3149-54-68953.000 DB 6090 PG 568 N/F KEVIN HARLA JOHNSON PIN: 3149-54-6634.000 DB 6132 PG 2369 N/F EMMANUEL B. IBARRA PIN: 3149-54-6828.000 DB 6509 PG 1255 N/F KEVIN A. HALL PIN: 3149-54-8716.000 DB 6098 PG 2430 N/F MICHAEL A. ALTILIO PIN: 3149-54-7762.000 DB 6345 PG 2545 N/F MDM PROPERTIES LLC PIN: 3149-54-7616.000 DB 6345 PG 2564 N/F CLEARWATER PRESERVE HOA INC PIN: 3149-54-6811.000 DB 6052 PG 1052 PROPERT Y L I N E PROPERTY LINE PROPERTY L I N E PR O P E R T Y L I N E N/F GREGORY G. THOMPSON and JAMIE K. THOMPSON PIN: 3149-65-3867.000 DB 6113 PG 199 N/F KRISTINA SAUNDERS PIN: 3149-65-4839.000 DB 6382 PG 35 N/F LENORSE T. MCKENZIE and ELIZABETH A. MCKENZIE PIN: 3149-65-4990.000 DB 6147 PG 1131 PROJECT SITE I-4 0C O L L E G E R O A D GO R D O N R O A D LA K E E M E R A L D DR I V E E HA R R I S R O A D SMITH CREEK PARK SHEET INDEX Cover Sheet SITE/CIVIL SW-1 Overall Site Plan SW-2 Existing Conditions SW-3 Site Demolition and Clearing Plan SW-4 Tree Removal Plan SW-5 Site Layout Plan SW-6 Site Layout Plan SW-7 Site Layout Plan SW-8 Site Layout Plan SW-9 Site Details SW-10 Planting Plan SW-11 Planting Plan and Details C-1.0 Grading and Drainage Plan C-1.1 Grading and Drainage Plan C-1.2 Grading and Drainage Plan C-1.3 Grading and Drainage Plan C-1.4 Grading Details C-1.5 Retaining Wall Details C-2.0 Utility Plan C-2.1 Utility Plan C-2.2 Utility Detail VICINITY MAP NOT TO SCALE SCALE: 1" = 200' - 0" 4001000200 PARK ENTRANCE Hatchell Susan Landscape Architecture, PLLC PROPOSED SHELTER/ RESTROOM SMITH CREEK PARK PHASE 2A New Hanover County, North Carolina OCTOBER 24, 2023 - 60% DESIGN DEVELOPMENT DRAWINGS PROPOSED ASPHALT PARKING LOT PROPOSED 8'-WIDE ASPHALT MULTI-USE PATH EXISTING NON-PAVED TRAIL TU P E L O D R LA K E E M E R A L D D R E PROPOSED 8'-WIDE ASPHALT MULTI-USE PATH 20'-WIDE TRANSITIONAL BUFFER 20'-WIDE TRANSITIONAL BUFFER SITE DATA NAME: OWNER: DEVELOPER: CONTACT: ADDRESS: TELEPHONE: PROPERTY ADDRESS: PARCEL ID NUMBER: PIN: DEED BOOK AND PAGE: ZONING DISTRICT: TOTAL LAND AREA: PROPOSED DISTURBED AREA: CURRENT USE: PROPOSED USE: EXISTING IMPERVIOUS AREA: PROPOSED IMPERVIOUS AREA: PROPOSED BUILDING: FLOOD INFORMATION: WATER AND SEWER SERVICE: ELECTRICAL SERVICE: SMITH CREEK PARK PHASE 2A NEW HANOVER COUNTY NEW HANOVER COUNTY PARKS & GARDENS TARA DUCKWORTH, DIRECTOR 896 AIRLIE ROAD, WILMINGTON, NC 28403 (910) 798-7635 251 LAKE EMERALD DRIVE E, WILMINGTON, NC 28411 R03500-006-001-000 3149-35-9962.000 DB 5940, PG 1175 R-15 85.01 ACRES 6.4 ACRES PARK / RECREATIONAL FACILITIES PARK / RECREATIONAL FACILITIES 725 SF, 0.02% OF THE OVERALL SITE 88,750 SF WITHIN PROJECT LIMITS, 2.4% OF THE OVERALL SITE SHELTER/RESTROOM, MAXIMUM 14'-8" HEIGHT, 1,984 S.F. THIS PARCEL CONTAINS AREAS LOCATED IN FLOOD ZONE "X", AS DETERMINED BY FEMA FLOOD PANEL 3720314900K DATED AUGUST 28, 2018 CAPE FEAR PUBLIC UTILITY AUTHORITY - 910.332.6550 DUKE ENERGY - 800.452.2777 10'-WIDE SIDE SETBACK 25'-WIDE FRONT SETBACK 10'-WIDE SIDE SETBACK 20'-WIDE REAR SETBACK 60% DESIGN DEVELOPMENT DRAWINGS NOT FOR CONSTRUCTION 40'-WIDE DRAINAGE EASEMENT DB 5940 PG 1175 40 ' - 0 " PROJECT DIRECTORY Landscape Architect / Prime Consultant: Susan Hatchell Landscape Architecture, PLLC 711 W. North Street, Raleigh, NC 27603 910.444.9209 Civil Engineer: RK&K 8601 Six Forks Road, Forum 1, Suite 700 Raleigh, NC 27615 919.878.9560 Architect: Huffman Architects 632 Pershing Road, Raleigh, NC 27608 919.270.6455 Structural Engineer: Lysaght & Associates 120 St. Mary’s Street, Raleigh, NC 27605 919.833.0495 MEP Engineer: Sigma Engineered Solutions, PC 5909 Falls of Neuse Road, Suite 101 Raleigh, NC 27609 919.840.9300 Surveyor: Colliers Engineering & Design 301 Government Center Drive, Suite 201 Wilmington, NC 28403 910.444.3517 Environmental Services: Axiom Environmental, Inc. 218 Snow Avenue, Raleigh, NC 27603 919.270.9306 Geotechnical Engineer: S&ME 3006 Hall Waters Drive, Suite 100 Wilmington, NC 28405 910.799.9945 DRAFT H/C VAN H/C N/FNEW HANOVER COUNTYPIN: 3149-56-3801.000DB 5570 PG 857 N/F HAWTHORNE AT SMITH CREEKAPARTMENTS LLCPIN: 3149-34-3939.000DB 6265 PG 1120 N/F CLEARWATER PRESERVE HOAINCPIN: 3149-65-1839.000DB 6052 PG 1052 N/F GORDON ROAD OWNERS ASSNPIN: 3149-54-4569.000DB 6051 PG 1368 N/F GORDON ROAD OWNERS ASSN PIN: 3149-54-4569.000 DB 6051 PG 1368 N/FKEVIN HARLA JOHNSON PIN: 3149-54-6634.000DB 6132 PG 2369 N / F M D M P R O P E R T I E S L L C PI N : 3 1 4 9 - 5 4 - 7 6 1 6 . 0 0 0 D B 6 3 4 5 P G 2 5 6 4 N/F EMMA N U E L B . I B A R R A PIN: 3 1 4 9 - 5 4 - 6 8 2 8 . 0 0 0 DB 65 0 9 P G 1 2 5 5 N/F DERRI C K D A N A B L A N K S PIN: 3 1 4 9 - 5 4 - 6 8 9 5 3 . 0 0 0 DB 60 9 0 P G 5 6 8 N/F MATT H E W P . R A Y a n d JENNI F E R M . R A Y PIN: 3 1 4 9 - 5 4 - 6 9 8 9 . 0 0 0 DB 64 6 4 P G 1 6 3 3 N/F JEAN B . C A B A N T O U S a n d TRICI A S M I T H PIN: 3 1 4 9 - 5 5 - 7 0 1 4 . 0 0 0 DB 65 1 3 P G 4 1 N/FKASS I E M . C O L E Y PIN: 31 4 9 - 5 5 - 7 1 4 0 . 0 0 0 DB 62 5 8 P G 1 9 5 1 N/FMARI A E . C R E S P O PIN: 3 1 4 9 - 5 5 - 7 1 8 5 . 0 0 0 DB 61 8 8 P G 2 1 8 7 N/F STEP H A N I E E T V I R S M I T H PIN: 3 1 4 9 - 5 5 - 8 2 0 1 . 0 0 0 DB 64 4 8 P G 9 0 9 N/F RONA L D J . B O W S E R a n d NICO L E L . B O W S E R PIN: 3 1 4 9 - 5 5 - 8 2 3 6 . 0 0 0 DB 61 1 8 P G 8 6 5 N/F SEAN H E A T H E R R O S S PIN: 3 1 4 9 - 5 5 - 8 3 6 1 . 0 0 0 DB 65 6 7 P G 2 3 5 9 N/F JAME S V . C O L A N G E L O J R . a n d SUZA N N E M . C O L A N G E L O PIN: 3 1 4 9 - 5 5 - 9 3 0 7 . 0 0 0 DB 61 2 2 P G 2 1 0 1 N/FMICH A E L P I R O Z Z I PIN: 31 4 9 - 5 5 - 9 4 3 2 . 0 0 0 DB 63 7 4 P G 1 1 8 2 N/FTHU V DE TRUONG andTRAN T. TRUONGPIN: 3149-55-9459.000 DB 6088 PG 1985 N/FCHASE BRITTIANY BARDEN PIN: 3149-55-9565.000DB 6094 PG 1624 N/FPHILIP J. ROSE andMAGGIE H. ROSEPIN: 3149-55-9681.000DB 6079 PG 268 N/FFRANK E. FORTEPIN: 3149-55-9698.000DB 6076 PG 1957 N/ F G R E G O R Y G . T H O M P S O N a n d J A M I E K . T H O M P S O N PI N : 3 1 4 9 - 6 5 - 3 8 6 7 . 0 0 0 D B 6 1 1 3 P G 1 9 9 N/ F K R I S T I N A S A U N D E R S P I N : 3 1 4 9 - 6 5 - 4 8 3 9 . 0 0 0 DB 6 3 8 2 P G 3 5 N/ F LE N O R S E T . M C K E N Z I E a n d EL I Z A B E T H A . M C K E N Z I E PI N : 3 1 4 9 - 6 5 - 4 9 9 0 . 0 0 0 DB 6 1 4 7 P G 1 1 3 1 N/F ALEXANDRA V. CAVASOS andAARON M. CAVASOSPIN: 3149-54-2670.000DB 6503 PG 1452 N/FDAWN O. SIMMONS PIN: 3149-54-1775.000DB 1350 PG 1752 N/ F MI C H A E L A . A L T I L I O PI N : 3 1 4 9 - 5 4 - 7 7 6 2 . 0 0 0 D B 6 3 4 5 P G 2 5 4 5 N/ F K E V I N A . H A L L PI N : 3 1 4 9 - 5 4 - 8 7 1 6 . 0 0 0 D B 6 0 9 8 P G 2 4 3 0 N/FJERONE E. KAHAMPIN: 3149-54-0741.000DB 1452 PG 882N/FJOE CHARLES HRSPIN: 3149-44-8747.000DB 9907 PG 1790 N/FHATTIE W. SCHMIDTPIN: 3149-44-7806.000DB 5318 PG 970 N/FDAWN O. SIMMONSPIN: 3149-44-5853.000DB 6332 PG 1375 N/F CLEARWATERPRESERVE HOA INCPIN: 3149-54-6811.000DB 6052 PG 1052 LA K E E M E R A L D D R I V E E . UC U C UC UC FO FO FO FO FO FO UE UE UE U E UE UE UE UE UE UEUE UE UE UE UE UE UE UE W W SS SS SS SS SS SS SS SS SS SS UE UE UE UE UE F O TUPEL O D R I V E Date: Ne w H a n o v e r C o u n t y , N C SM I T H C R E E K P A R K P H A S E 2 A REVISIONS La n d s c a p e A r c h i t e c t u r e , P L L C Ha t c h e l l Su s a n 71 1 W . N o r t h S t r e e t , R a l e i g h , N C 2 7 6 0 3 p: 9 1 9 - 8 3 8 - 9 6 0 0 f : 9 1 9 - 8 3 8 - 9 7 0 0 60% DESIGN DEVELOPMENT DRAWINGS NOT FOR CONSTRUCTION 10/24/23 SW-1 12060 240 SCALE: 1" = 120' - 0" NAD 83 NC GRID 0 OV E R A L L SI T E P L A N SHEETS SW-7 & C-1.2 PROPOSED PARKING LOTPROPOSED RESTROOM & SHELTER PROPOSED 8' WIDE ASPHALT MULTI-USE PATH SHEETS SW-8 & C-1.3 SHEETS SW-6 & C-1.1 SHEETS SW-5 & C-1.0 40'-WIDE DRAINAGE EASEMENT DB 5940 PG 1175 DRAFT LA K E E M E R A L D D R I V E E . WC09 WC10 WC04WC05 WC08 WC103 WC02WC03 WC102 WC101 WC01 UC UC U C U C UC UC UC UC UC FO FO FO F O FO FO FO FO F O FO UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UEUE UE UE UE UE UE UE UE UE W W W W W F O SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS UEUEUEUE UE UE UE UE UE UE UE FO FO TUPE L O D R I V E WOOD SHELTE R PAVERS PARK SIGN WOOD FENCE CHAINLINK FE N C E PARK SIGN WOOD FENC E WOOD FENCE WOOD FENC E PARK SIGN WOOD FENCE ~TOP OF SLOPE~ ~TOP OF SLOPE~ ~T O P O F S L O P E ~ 4X6 WOOD TRAIL INDICA T O R S CENTER OF T R A I L CENTER OF T R A I L EDGE OF DR I V E ~TOP OF SLOPE~ CENTER OF T R A I L CENTER OF T R A I L CENTER OF T R A I L TREELINE CENTER OF T R A I L TREELINE ~DITCH~ TREELINE ~DITCH~ ~MOUND~ ~MOUND~ ~T O E O F S L O P E ~ ~TOE OF SLO P E ~ WIRE FENCE WOOD FENCE WOOD FENCE N/F NEW HANOVER COUNTY PIN: 3149-56-3801.000 DB 5570 PG 857 N/F HAWTHORNE AT SMITH CREEKAPARTMENTS LLC PIN: 3149-34-3939.000 DB 6265 PG 1120 N/FCLEARWATER PRESERVE HOA INC PIN: 3149-65-1839.000 DB 6052 PG 1052 N/F GORDON ROAD OWNERS ASSNPIN: 3149-54-4569.000 DB 6051 PG 1368 N / F KE V I N H A R L A J O H N S O N PI N : 3 1 4 9 - 5 4 - 6 6 3 4 . 0 0 0 D B 6 1 3 2 P G 2 3 6 9 N / F M D M P R O P E R T I E S L L C P I N : 3 1 4 9 - 5 4 - 7 6 1 6 . 0 0 0 D B 6 3 4 5 P G 2 5 6 4 N/F EMM A N U E L B . I B A R R A PIN: 3 1 4 9 - 5 4 - 6 8 2 8 . 0 0 0 DB 65 0 9 P G 1 2 5 5 N/F DERR I C K D A N A B L A N K S PIN: 3 1 4 9 - 5 4 - 6 8 9 5 3 . 0 0 0 DB 60 9 0 P G 5 6 8 N/F MATT H E W P . R A Y a n d JENN I F E R M . R A Y PIN: 3 1 4 9 - 5 4 - 6 9 8 9 . 0 0 0 DB 6 4 6 4 P G 1 6 3 3 N/F JEAN B . C A B A N T O U S a n d TRICI A S M I T H PIN: 3 1 4 9 - 5 5 - 7 0 1 4 . 0 0 0 DB 6 5 1 3 P G 4 1 N/FKASS I E M . C O L E Y PIN: 3 1 4 9 - 5 5 - 7 1 4 0 . 0 0 0 DB 62 5 8 P G 1 9 5 1 N/FMARI A E . C R E S P O PIN: 3 1 4 9 - 5 5 - 7 1 8 5 . 0 0 0 DB 6 1 8 8 P G 2 1 8 7 N/F STEP H A N I E E T V I R S M I T H PIN: 3 1 4 9 - 5 5 - 8 2 0 1 . 0 0 0 DB 64 4 8 P G 9 0 9 N/F RON A L D J . B O W S E R a n d NICO L E L . B O W S E R PIN: 3 1 4 9 - 5 5 - 8 2 3 6 . 0 0 0 DB 61 1 8 P G 8 6 5 N/F SEAN H E A T H E R R O S S PIN: 3 1 4 9 - 5 5 - 8 3 6 1 . 0 0 0 DB 65 6 7 P G 2 3 5 9 N/F JAME S V . C O L A N G E L O J R . a n d SUZA N N E M . C O L A N G E L O PIN: 3 1 4 9 - 5 5 - 9 3 0 7 . 0 0 0 DB 61 2 2 P G 2 1 0 1 N/FMICH A E L P I R O Z Z I PIN: 3 1 4 9 - 5 5 - 9 4 3 2 . 0 0 0 DB 63 7 4 P G 1 1 8 2 N/F THU V DE TRUONG and TRAN T. TRUONG PIN: 3149-55-9459.000 DB 6088 PG 1985 N/FCHASE BRITTIANY BARDEN PIN: 3149-55-9565.000 DB 6094 PG 1624 N/FPHILIP J. ROSE and MAGGIE H. ROSE PIN: 3149-55-9681.000 DB 6079 PG 268 N/FFRANK E. FORTEPIN: 3149-55-9698.000 DB 6076 PG 1957 N/F ALEXANDRA V. CAVASOS and AARON M. CAVASOS PIN: 3149-54-2670.000DB 6503 PG 1452 N/FDAWN O. SIMMONS PIN: 3149-54-1775.000 DB 1350 PG 1752 N / F MI C H A E L A . A L T I L I O PI N : 3 1 4 9 - 5 4 - 7 7 6 2 . 0 0 0 D B 6 3 4 5 P G 2 5 4 5 N / F K E V I N A . H A L L P I N : 3 1 4 9 - 5 4 - 8 7 1 6 . 0 0 0 D B 6 0 9 8 P G 2 4 3 0 N/FJERONE E. KAHAM PIN: 3149-54-0741.000 DB 1452 PG 882N/F JOE CHARLES HRS PIN: 3149-44-8747.000DB 9907 PG 1790 N/F HATTIE W. SCHMIDT PIN: 3149-44-7806.000 DB 5318 PG 970 N/F DAWN O. SIMMONSPIN: 3149-44-5853.000 DB 6332 PG 1375 N/F CLEARWATER PRESERVE HOA INC PIN: 3149-54-6811.000DB 6052 PG 1052 5" PEAR 12" PINE 4" PEAR 12" PINE 12" PINE 7" PEAR 8"OAK 10" OAK (2) 12" OAK 26" PINE 18" PINE 22" OAK 20" PINE20" OAK 20" PINE 18" PINE 13" PINE 16" PINE 9" DOGWOOD (DEAD) 9" OAK 9" OAK (2) 8" OAK 10" OAK 24" PINE 12" OAK 7" PEAR 10" OAK 14" PINE 16" PINE 6" OAK 17" PINE 12" MYRTLE 12" MYRTLE 8" LONG LEAF PINE 15" LONG LEAF PINE 10" MYRTLE 12" OAK8" OAK5" PEAR 21" PINE 18" PINE 11" OAK 18" PINE 9" OAK 22" OAK 22" PINE 6" MAGNOLIA 8" OAK 24" PINE13" PINE 22" LONG LEAF PINE 8" OAK 11" OAK CLUSTER 8" PEAR12" PINE 6" PEAR 5" PEAR12" PINE 8" PEAR 18" LONG LEAF PINE 16" LONG LEAF PINE 18" LONG LEAF PINE 13" PINE 18" PINE 12" PINE 6" PEAR 6" PEAR 12" PINE 12" PINE 13" PINE 8" PEAR 12" PINE6" HOLLY 11" OAK 9" OAK 8" PEAR 7" PEAR 7" PEAR 9" OAK 11" OAK 10" OAK 11" CEDAR 9" PEAR 22" PINE 16" PINE 8" OAK 16" PINE 11" PINE 16" PINE 8" PINE 12" PINE8" PINE 8" OAK22" PINE 9" OAK 9" PEAR 10" PINE17" PINE 17" PINE 13" PINE12" PINE 10" OAK 10" OAK 8" OAK 12" OAK 8" OAK 8" OAK 9" OAK 8" OAK 10" OAK 8" OAK 8" OAK19" PINE 24" PINE 20" LONG LEAF PINE 14" PINE 21" LONG LEAF PINE 22" LONG LEAF PINE 16" LONG LEAF PINE 14" PINE 24" PINE 30" PINE 9" OAK 8" OAK 12" PINE 6" MAGNOLIA 23" PINE 27" PINE 20" LONG LEAF PINE 19" LONG LEAF PINE10" OAK 17" LONG LEAF PINE 8" OAK 10" OAK 14" LONG LEAF PINE 16" LONG LEAF PINE 10" LONG LEAF PINE14" OAK 13" LONG LEAF PINE 18" PINE14" PINE 18" PINE 15" PINE20" PINE 27" PINE 13" PINE 8" PINE 19" PINE 11" PINE 18" PINE 16" PINE 14" PINE 17" PINE 19" PINE 17" LONG LEAF PINE 16" PINE 22" PINE 18" PINE 28" PINE 8" PINE 10" PINE 10" PINE15" PINE 14" LONG LEAF PINE (2) 20" PINE 32" PINE 40" PINE 19" LONG LEAF PINE 28" PINE 30" PINE 24" DEAD PINE 7" PEAR 5" PEAR 6" PEAR 5" PEAR 7" PEAR 12" LONG LEAF PINE 21" PINE 17" LONG LEAF PINE 20" PINE 14" OAK 22" PINE 16" PINE 13" PINE 16" PINE 19" PINE 14" PINE 8" OAK 14" PINE 19" LONG LEAF PINE 12" PINE 13" OAK 12" PINE 12" PINE 12" PINE 9" PINE 4" HOLLY 10" PEAR 8" PEAR 16" PINE 24" PINE 24" PINE 12" PINE 8" OAK 8" OAK 8" OAK 22" PINE 24" LONG LEAF PINE 12" DOUBLE OAK 17" PINE 12" PINE 8" OAK 34" LONG LEAF PINE 28" PINE 18" GUM 27" PINE 12" OAK 24" PINE 19" PINE 12" PINE 16" PINE 14" OAK CLUSTER 22" PINE 19" PINE 19" PINE 17" PINE 10" OAK 16" PINE 17" PINE 16" PINE 12" PINE 12" PINE 12" PINE 20" PINE 20" PINE 18" PINE 18" PINE 20" PINE 18" PINE 14" PINE 16" PINE 16" PINE 16" PINE 18" PINE 14" PINE 18" PINE19" PINE 12" PINE 18" PINE 14" PINE17" PINE 14" PINE 15" PINE18" PINE 18" PINE (2) 16" PINE 18" PINE 22" PINE 24" PINE 14" PINE 16" PINE 14" PINE 20" PINE 16" PINE 19" PINE 18" PINE 20" PINE 23" PINE 18" PINE 24" PINE 24" PINE 10" OAK26" PINE 15" OAK 15" PINE 18" PINE 22" PINE 20" PINE 14" PINE 10" OAK14" PINE 10" OAK 12" PINE 22" PINE 22" PINE 12" PINE20" PINE 20" PINE 10" OAK 20" PINE 20" PINE 20" PINE12" OAK 16" PINE 24" PINE 12" OAK16" OAK 14" OAK 8" OAK 15" PINE 8" OAK 8" OAK 13" OAK 17" PINE 13" PINE 12" PINE 21" PINE 16" PINE 19" OAK 19" PINE 18" PINE 17" PINE 16" PINE 17" OAK 19" PINE 15" PINE 16" PINE 12" PINE 12" PINE 16" PINE 8" OAK 12" PINE 20" PINE 14" PINE 13" PINE 20" PINE 16" PINE 21" PINE 12" PINE 16" PINE 15" OAK 14" PINE 16" PINE 16" PINE 15" PINE 17" PINE20" PINE 15" PINE 20" PINE 19" PINE 20" PINE 15" PINE 12" OAK 17" PINE 8" OAK 20" PINE 14" PINE 16" PINE 24" PINE 16" PINE 14" PINE 20" PINE 19" PINE 14" PINE15" PINE12" PINE 16" PINE 18" PINE 16" PINE 20" PINE16" PINE 16" PINE 18" PINE 14" PINE 16" PINE 16" PINE 18" PINE 9" OAK 24" PINE19" PINE 22" PINE 14" PINE 20" PINE 11" OAK 15" PINE 8" PINE 29. 0 30.0 35.0 40.0 43.0 2 9 . 0 42.0 44.0 43.0 44.0 45.0 4 2 . 0 4 3 . 0 44 . 0 44.0 42 . 0 41.0 41 . 0 40.0 35.0 36.0 40. 039. 038. 037. 0 36.0 35.0 35.0 36.0 37.0 38.0 39.0 39.0 37.0 43.048.053.0 43.0 45.0 42.0 45 . 0 38.0 41.0 40.0 37.0 38. 0 40.0 41.0 42.0 43. 035.0 34 . 0 31.032.033.034.035.036.037.0 38 . 035 . 0 37.0 38.0 36 . 0 36.0 3 2 . 0 3 3 . 0 34.0 31.0 30.0 33.0 32.0 33.0 30.0 29.0 29.0 28 . 0 27 . 0 28 . 0 38.0 37.0 38.0 37.0 38.0 2 8 . 0 28.0 30.0 21.0 27.0 20.0 32. 0 33.0 33.0 34.0 36.0 35.0 37.036.0 37.036.035.0 36.0 35.0 36.0 37.0 37.0 39.0 38.0 41.0 39.0 42.0 41.0 42.0 38.039.0 40. 0 36.0 31 . 0 32.0 30.0 24.0 29 . 0 30 . 0 31.0 36.0 40.039.0 39.0 40.0 41 . 0 42 . 0 40.0 44.0 44 . 0 45 . 0 39.0 39.0 41.0 40.039.0 37.0 39.0 38.0 40.0 41.0 28 . 0 44.0 42.0 4 3 . 0 42.0 45.0 41 . 0 37.0 38 . 0 41 . 0 29.0 45.0 38.0 31.0 35.0 40.0 35.0 31.0 35.0 40.0 39.0 38.0 37.036.0 34.0 35.0 38.037.0 37.0 37.0 40 . 0 43.0 PARK SIGN CHAINLINK F E N C E EDGE OF GR A V E L ~DITCH~ EXISTING ASPHALT TRA I L 16" PINE 12" PINE 12" PINE 12" PINE 18" PINE16" PINE 14" PINE 12" PINE 16" PINE 16" PINE 16" PINE 16" PINE8" TREE 16" PINE 12" PINE 12" PINE12" PINE 12" PINE 12" PINE 12" PINE 26" PINE16" PINE 12" PINE 12" PINE 16" PINE12" PINE 14" PINE 12" PINE 14" PINE 12" PINE 22" PINE 14" PINE 12" PINE 18" PINE 38.039.0 40. 0 41 . 0 42 . 0 40.0 41.040.039.0 41.0 42.040.0 43.0 41.0 42.0 43.0 30.0 35.0 35.0 31.0 35.0 40.0 32.0 42.037.036.0 34.033.032.031.0 38.037.0 36.0 43.0 Date: Ne w H a n o v e r C o u n t y , N C SM I T H C R E E K P A R K P H A S E 2 A REVISIONS La n d s c a p e A r c h i t e c t u r e , P L L C Ha t c h e l l Su s a n 71 1 W . N o r t h S t r e e t , R a l e i g h , N C 2 7 6 0 3 p: 9 1 9 - 8 3 8 - 9 6 0 0 f : 9 1 9 - 8 3 8 - 9 7 0 0 60% DESIGN DEVELOPMENT DRAWINGS NOT FOR CONSTRUCTION 10/24/23 SW-2 8040 160 SCALE: 1" = 80' - 0" NAD 83 NC GRID 0 EX I S T I N G CO N D I T I O N S N/F NEW HANOVER COUNTY PIN: 3149-35-9962.000 DB 5940 PG 1175 L A K E E M E R A L D D R I V E E TU P E L O D R MATHCLINE - SEE AREA BELOW WETLAND EXISTING VEGETATION TO REMAIN STEEP SLOPE ±33% EXISTING VEGETATION TO REMAIN EXISTING VEGETATION TO REMAIN EXISTING VEGETATION TO REMAIN EXISTING VEGETATION TO REMAIN EXISTING VEGETATION TO REMAIN EXISTING VEGETATION TO REMAIN EXISTING VEGETATION TO REMAIN EXISTING VEGETATION TO REMAIN EXISTING NON-PAVED TRAIL TO REMAIN 20'-WIDE TRANSITIONAL BUFFER 20'-WIDE TRANSITIONAL BUFFER EXISTING ASPHALT TRAIL EXISTING NON-PAVED TRAIL EXISTING NON-PAVED TRAIL EXISTING NON-PAVED TRAIL EXISTING NON-PAVED TRAILS NOTES: 1. SURVEY INFORMATION WAS RECEIVED JUNE 27, 2023. 2. SURVEY PERFORMED BY: COLLIERS ENGINEERING & DESIGN 301 GOVERNMENT CENTER DR, STE 201 WILMINGTON, NC 28403 3. ELEVATIONS TIED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) AND HORIZONTAL COORDINATES TIED TO THE NORTH CAROLINA GRID SYSTEM. 40'-WIDE DRAINAGE EASEMENT DB 5940 PG 1175 20'-WIDE TRANSITIONAL BUFFER STEEP SLOPE ±33% STEEP SLOPE ±33% STEEP SLOPE ±33% PROPERTY LINE PROPERTY LINE PROPERTY LINE PROPERTY L I N E PR O P E R T Y L I N E SHEET KEY SW-2 MATCHLINE - SEE AREA ABOVE EXISTING TREES LEGEND: EXISTING NON-PAVED TRAIL CENTERLINE EXISTING WOODLINE EXISTING CONTOUR40.0 EXISTING PROPERTY LINE EXISTING DRAINAGE EASEMENT 10'-WIDE SIDE SETBACK 2 5 ' - W I D E F R O N T S E T B A C K 10'-WIDE SIDE SETBACK 10'-WIDE SIDE SETBACK DRAFT UC UC U C U C UC U C UC UC UC FO FO FO F O FO FO FO FO F O FO UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UEUE UE UE UE UE UE UE UE UE W W W W W F O SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS UEUEUEUE UE UE UE UE UE UE UE FO FO CR Z CR Z CR Z CR Z CRZ CRZ C R Z CRZ CR Z CRZ CR Z CRZ CR Z CR Z CR Z CRZ C R Z CR Z CRZ CR Z CRZ CR Z CR Z CR Z CR Z CR Z CR Z CR Z CRZ CR Z CRZ CR Z CR Z CR Z C R Z CR Z CRZ C R Z CRZ CR Z CR Z CRZ CRZ CRZ CRZ CRZ C R Z CR Z CR Z CRZ CR Z CR Z CR Z CRZ CR Z CR Z CR Z CR Z CR Z CR Z CR Z CRZ C R Z CR Z CR Z CR Z CR Z CR Z CRZ CRZ CRZ CRZ CR Z CRZ CR Z CR Z C R Z CRZ CR Z CRZ C R Z C R Z CR Z CRZ CRZ CRZ CRZ CRZ CRZ CRZ CRZ CRZ CRZ C R ZCRZ C R Z C R Z CRZ CR Z CR Z C R Z CRZ CRZ CR Z CR Z CRZ C R Z CR Z CRZ CR Z CR Z C R Z CRZ CRZ CR Z CRZ C R Z CR Z C R Z CRZ C R Z CR Z CRZ CR Z CRZ CRZCRZ CR Z CRZ CRZ CR Z CR Z CRZ C R Z CR Z CRZ C R Z CR Z CRZ CR Z CR Z CRZ CRZ CRZ CR Z CRZ CR Z CRZ CRZ CR Z CRZ CRZ CRZ CRZ CRZ CR Z CRZ C R Z CR Z CR Z CRZCR Z CR Z CR Z CR Z CR Z CR Z CR Z CRZ CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CRZ C R Z CR Z CRZ CRZ CRZ CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CRZ CR Z CRZ CR Z CRZ CRZ CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR 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Z CR Z CR Z CR Z CR Z CR Z C R Z C R Z CRZ C R Z CR Z CR Z CR Z CR Z CR ZCR Z CR ZCR Z CR Z CR Z CR Z CRZ C R Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z C R Z CR Z CR Z CR Z CRZ 5" PEAR 12" PINE 4" PEAR 12" PINE 12" PINE 7" PEAR 8"OAK 10" OAK (2) 12" OAK 26" PINE 18" PINE 22" OAK 20" PINE20" OAK 20" PINE 18" PINE 13" PINE 16" PINE 9" DOGWOOD (DEAD) 9" OAK 9" OAK (2) 8" OAK 10" OAK 24" PINE 12" OAK 7" PEAR 10" OAK 14" PINE 16" PINE 6" OAK 17" PINE 12" MYRTLE 12" MYRTLE 8" LONG LEAF PINE 15" LONG LEAF PINE 10" MYRTLE 12" OAK8" OAK5" PEAR 21" PINE 18" PINE 11" OAK 18" PINE 9" OAK 22" OAK 22" PINE 6" MAGNOLIA 8" OAK 24" PINE13" PINE 22" LONG LEAF PINE 8" OAK 11" OAK CLUSTER 8" PEAR12" PINE 6" PEAR 5" PEAR12" PINE 8" PEAR 18" LONG LEAF PINE 16" LONG LEAF PINE 18" LONG LEAF PINE 13" PINE 18" PINE 12" PINE 6" PEAR 6" PEAR 12" PINE 12" PINE 13" PINE 8" PEAR 12" PINE6" HOLLY 11" OAK 9" OAK 8" PEAR 7" PEAR 7" PEAR 9" OAK 11" OAK 10" OAK 11" CEDAR 9" PEAR 22" PINE 16" PINE 8" OAK 16" PINE 11" PINE 16" PINE 8" PINE 12" PINE8" PINE 8" OAK22" PINE 9" OAK 9" PEAR 10" PINE17" PINE 17" PINE 13" PINE12" PINE 10" OAK 10" OAK 8" OAK 12" OAK 8" OAK 8" OAK 9" OAK 8" OAK 10" OAK 8" OAK 8" OAK19" PINE 24" PINE 20" LONG LEAF PINE 14" PINE 21" LONG LEAF PINE 22" LONG LEAF PINE 16" LONG LEAF PINE 14" PINE 24" PINE 30" PINE 9" OAK 8" OAK 12" PINE 6" MAGNOLIA 23" PINE 27" PINE 20" LONG LEAF PINE 19" LONG LEAF PINE10" OAK 17" LONG LEAF PINE 8" OAK 10" OAK 14" LONG LEAF PINE 16" LONG LEAF PINE 10" LONG LEAF PINE14" OAK 13" LONG LEAF PINE 18" PINE14" PINE 18" PINE 15" PINE20" PINE 27" PINE 13" PINE 8" PINE 19" PINE 11" PINE 18" PINE 16" PINE 14" PINE 17" PINE 19" PINE 17" LONG LEAF PINE 16" PINE 22" PINE 18" PINE 28" PINE 8" PINE 10" PINE 10" PINE15" PINE 14" LONG LEAF PINE (2) 20" PINE 32" PINE 40" PINE 19" LONG LEAF PINE 28" PINE 30" PINE 24" DEAD PINE 7" PEAR 5" PEAR 6" PEAR 5" PEAR 7" PEAR 12" LONG LEAF PINE 21" PINE 17" LONG LEAF PINE 20" PINE 14" OAK 22" PINE 16" PINE 13" PINE 16" PINE 19" PINE 14" PINE 8" OAK 14" PINE 19" LONG LEAF PINE 12" PINE 13" OAK 12" PINE 12" PINE 12" PINE 9" PINE 4" HOLLY 10" PEAR 8" PEAR 16" PINE 24" PINE 24" PINE 12" PINE 8" OAK 8" OAK 8" OAK 22" PINE 24" LONG LEAF PINE 12" DOUBLE OAK 17" PINE 12" PINE 8" OAK 34" LONG LEAF PINE 28" PINE 18" GUM 27" PINE 12" OAK 24" PINE 19" PINE 12" PINE 16" PINE 14" OAK CLUSTER 22" PINE 19" PINE 19" PINE 17" PINE 10" OAK 16" PINE 17" PINE 16" PINE 12" PINE 12" PINE 12" PINE 20" PINE 20" PINE 18" PINE 18" PINE 20" PINE 18" PINE 14" PINE 16" PINE 16" PINE 16" PINE 18" PINE 14" PINE 18" PINE19" PINE 14" PINE17" PINE 14" PINE 15" PINE18" PINE 18" PINE (2) 16" PINE 18" PINE 22" PINE 24" PINE 14" PINE 16" PINE 14" PINE 20" PINE 16" PINE 19" PINE 18" PINE 20" PINE 23" PINE 18" PINE 24" PINE 24" PINE 10" OAK26" PINE 15" OAK 15" PINE 18" PINE 22" PINE 20" PINE 14" PINE 10" OAK14" PINE 10" OAK 12" PINE 22" PINE 22" PINE 12" PINE20" PINE 20" PINE 10" OAK 20" PINE 20" PINE 20" PINE12" OAK 16" PINE 24" PINE 12" OAK16" OAK 14" OAK 8" OAK 15" PINE 8" OAK 8" OAK 13" OAK 17" PINE 13" PINE 12" PINE 21" PINE 16" PINE 19" OAK 19" PINE 18" PINE 17" PINE 16" PINE 17" OAK 19" PINE 15" PINE 16" PINE 12" PINE 12" PINE 16" PINE 8" OAK 12" PINE 20" PINE 14" PINE 13" PINE 20" PINE 16" PINE 21" PINE 12" PINE 16" PINE 15" OAK 14" PINE 16" PINE 16" PINE 15" PINE 17" PINE20" PINE 15" PINE 20" PINE 19" PINE 20" PINE 15" PINE 12" OAK 17" PINE 8" OAK 20" PINE 14" PINE 16" PINE 24" PINE 16" PINE 14" PINE 20" PINE 19" PINE 14" PINE15" PINE12" PINE 16" PINE 18" PINE 16" PINE 20" PINE16" PINE 16" PINE 18" PINE 14" PINE 16" PINE 16" PINE 18" PINE 9" OAK 24" PINE19" PINE 22" PINE 14" PINE 20" PINE 11" OAK 15" PINE 8" PINE 29. 0 30.0 35.0 40.0 43.0 2 9 . 0 42.0 44.0 43.0 44.0 45.0 4 2 . 0 4 3 . 0 44 . 0 44.0 42 . 0 41.0 41 . 0 40.0 35.0 36.0 40. 039. 038. 037. 0 36.0 35.0 35.0 36.0 37.0 38.0 39.0 39.0 37.0 43.048.053.0 43.0 45.0 42.0 45 . 0 38.0 41.0 40.0 37.0 38. 0 40.0 41.0 42.0 43. 035.0 34 . 0 31.032.033.034.035.036.037.0 38 . 035 . 0 37.0 38.0 36 . 0 36.0 3 2 . 0 3 3 . 0 34.0 31.0 30.0 33.0 32.0 33.0 30.0 29.0 29.0 28 . 0 27 . 0 28 . 0 38.0 37.0 38.0 37.0 38.0 2 8 . 0 28.0 30.0 21.0 27.0 20.0 32. 0 33.0 33.0 34.0 36.0 35.0 37.036.0 37.036.035.0 36.0 35.0 36.0 37.0 37.0 39.0 38.0 41.0 39.0 42.0 41.0 42.0 39.0 40. 0 36.0 31 . 0 32.0 30.0 24.0 29 . 0 30 . 0 31.0 36.0 40.039.0 39.0 40.0 41 . 0 42 . 0 44.0 44 . 0 45 . 0 39.0 39.0 41.0 40.039.0 37.0 39.0 38.0 40.0 41.0 28 . 0 44.0 42.0 4 3 . 0 42.0 45.0 41 . 0 37.0 38 . 0 41 . 0 29.0 45.0 38.0 31.0 35.0 40.0 31.0 35.0 40.0 39.0 38.0 34.0 35.0 38.037.0 37.0 37.0 40 . 0 43.0 LO D LO D LO D LO D LO D SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF LO D LO D LO D LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LODLODLOD LOD LO D LO D LOD LODLODLODLODLODLODLODLOD LODLOD LOD LODLODLODLOD LOD LOD LODLODLODLODLOD LOD LO D LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D L O D LO D LO D LO D LO D LO D L O D LOD LO D LO D LO D L O D L O D L O D L O D LO D LO D L O D LO D LO D LOD LOD LO D LO D LO D LO D LO D L O D LO D LO D LOD LOD LOD LOD LOD LOD LODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D L O D LO D LODLODLODLODLODLODLODLODLODLO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LOD LO D LOD LOD LO D LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D L O D L O D LO D LO D LO D LO D LO D L O D LO D L O D L O D L O D LO D LO D LOD LO D LO D L O D L O D LO D LO D SF SFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF LOD LO D LO D L O D L O D CR Z CR Z CRZ C R Z CR Z CR Z CRZ CRZ CR Z CRZ CR Z CR Z CR Z CR Z CR Z CR Z CRZ CR Z C R Z CRZ CRZ CRZ CRZ CR Z CRZ CRZ CR Z CR Z CR Z CR ZCRZ C R Z CR Z 16" PINE 12" PINE 12" PINE 12" PINE 8" TREE 16" PINE 12" PINE 12" PINE12" PINE 12" PINE 12" PINE 12" PINE 26" PINE16" PINE 12" PINE12" PINE 16" PINE12" PINE 14" PINE 12" PINE 14" PINE 12" PINE 22" PINE 14" PINE 12" PINE 18" PINE 38.039.0 40. 0 41 . 0 42 . 0 40.0 41.0 42.040.0 43.0 41.0 42.0 43.0 30.0 35.0 35.0 40.0 42.037.036.0 34.033.032.031.0 43.0 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLOD LOD SF SFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSF SFSFSFSFSFSFSFSF SFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSF SF SF SF SF SF SF SF SF SF Date: Ne w H a n o v e r C o u n t y , N C SM I T H C R E E K P A R K P H A S E 2 A REVISIONS La n d s c a p e A r c h i t e c t u r e , P L L C Ha t c h e l l Su s a n 71 1 W . N o r t h S t r e e t , R a l e i g h , N C 2 7 6 0 3 p: 9 1 9 - 8 3 8 - 9 6 0 0 f : 9 1 9 - 8 3 8 - 9 7 0 0 60% DESIGN DEVELOPMENT DRAWINGS NOT FOR CONSTRUCTION 10/24/23 SW-3 8040 160 SCALE: 1" = 80' - 0" NAD 83 NC GRID 0 SI T E D E M O L I T I O N AN D C L E A R I N G PL A N N/F NEW HANOVER COUNTY PIN: 3149-35-9962.000 DB 5940 PG 1175 L A K E E M E R A L D D R I V E E TU P E L O D R MATCHLINE - SEE AREA BELOW WETLAND EXISTING VEGETATION TO REMAIN EXISTING VEGETATION TO REMAIN EXISTING VEGETATION TO REMAIN EXISTING VEGETATION TO REMAIN EXISTING VEGETATION TO REMAIN EXISTING VEGETATION TO REMAIN EXISTING VEGETATION TO REMAIN EXISTING VEGETATION TO REMAIN EXISTING NON-PAVED TRAIL TO REMAIN PROPERTY LINE PROPERTY LINE PROPERTY L I N E PR O P E R T Y L I N E SHEET KEY SW-3 MATCHLINE - SEE AREA ABOVE NOTE: CONTRACTOR SHALL MAKE EVERY EFFORT TO MINIMIZE DAMAGE TO EXISTING TREES AND VEGETATION ALONG NEW ENTRY DRIVE, PARKING LOT, AND TRAILS. ANY DAMAGE OUTSIDE APPROVED CLEARING LIMITS SHALL BE REPAIRED AND RESTORED BY THE CONTRACTOR. ACTUAL CLEARING LIMITS WILL BE DETERMINED IN THE FIELD ONCE THE DRIVE, PARKING LOT, AND TRAILS HAVE BEEN STAKED/FLAGGED. NOTES: 1. SELECT TRAIL ALIGNMENT TO AVOID ANY LARGE OR SIGNIFICANT TREES OR STEEP SLOPES. FINAL TRAIL CENTERLINE TO BE FLAGGED OR STAKED IN THE FIELD FOR APPROVAL BY LANDSCAPE ARCHITECT AND OWNER PRIOR TO CONSTRUCTION. 2. VEGETATION SHOULD BE CLEARED TO A HEIGHT OF 96" ABOVE TRAILBED. BRANCHES THAT COULD RESTRICT TRAIL USE WHEN WEIGHTED DOWN WITH RAIN OR SNOW SHOULD ALSO BE REMOVED. 3. AN OVERHEAD CANOPY OF BRANCHES SHOULD REMAIN TO SLOW THE GROWTH OF GRASSES OR WEEDS THAT THRIVE IN SUNLIGHT. 4. VERIFY REMOVAL AND/OR PRUNING OF LARGE TREES ON TRAIL WITH OWNER PRIOR TO CONSTRUCTION. Not to Scale 1 SW-3 TRAIL CLEARING LIMITS EXISTING VEGETATION PROTECTIVE MEASURES: 1. EXISTING TREES, REGARDLESS OF SIZE, SHALL NOT BE CUT OR OTHERWISE DAMAGED OR DESTROYED EXCEPT AS SHOWN ON AN APPROVED LANDSCAPE AND TREE PRESERVATION PLAN, TREE REMOVAL PLAN, OR SITE PLAN. 2. DURING CONSTRUCTION ACTIVITIES, ADEQUATE PROTECTIVE MEASURES SHALL BE PROVIDED TO MINIMIZE DAMAGE TO EXISTING TREES AND OTHER VEGETATION. 3. ALL TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO ANY GRADING, CONSTRUCTION TRAFFIC OR ACTIVITY TAKING PLACE ON SITE. 4. LOGGING MATS SHALL BE USED IN AREAS WHERE CRITICAL ROOT ZONES MAY BE DISTURBED DURING CONSTRUCTION. 5. SIGNS SHALL BE POSTED IDENTIFYING THE TREE PROTECTION AREAS AND SHALL STATE THE AREA IS NOT TO BE DISTURBED. SUCH PROTECTIVE DEVICES SHALL EFFECTIVELY PROTECT THE CRITICAL ROOT ZONES, TRUNKS, AND TOPS OF TREES TO BE RETAINED AND SHALL BE MAINTAINED UNTIL ALL WORK HAS BEEN COMPLETED. 6. CONSTRUCTION TRAFFIC, STORAGE OF VEHICLES AND MATERIALS, SOIL COMPACTION, FILING, AND GRADING SHALL NOT TAKE PLACE WITHIN THE DRIP LINE OF TREES TO BE PRESERVED. 7. CONSTRUCTION ACCESS TO A SITE SHOULD BE LOCATED WHERE AN EXISTING OR PROPOSED ENTRANCE/EXIT IS LOCATED. 8. A STABILIZED OPEN AREA SHOULD BE DESIGNATED FOR STORAGE OF MATERIALS (INCLUDING STOCKPILING OF SOIL AND GRAVEL) AND FOR PARKING CONSTRUCTION VEHICLES AND EQUIPMENT. TRAIL CLEARING LIMITS CLEARING LIMITS, TREES TO BE REMOVED, AND SPECIFIC BRANCHES TO BE PRUNED MUST BE STAKED/FLAGGED IN THE FIELD FOR LANDSCAPE ARCHITECT APPROVAL AND/OR FIELD ADJUSTMENT. SELECTIVELY CLEAR TREES AND PRUNE BRANCHES IN THIS AREA ONLY AFTER APPROVAL. SW-3 1 CL TRAILBED TRAILWAY AND DRAINAGE SWALES LIMIT OF CLEARING LIMBS TO BE REMOVED AT COLLAR PRUNE, TYP. LI M I T O F C L E A R I N G LI M I T O F C L E A R I N G WIDTH VARIES 96 " 8' TRAIL 2' SHOULDER 2' SHOULDER DRAINAGE SWALE REMOVE DEMOLITION NOTES: 1. CONTRACTOR SHALL REPORT ALL DISCREPANCIES TO LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION. 2. CONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR WITH PROJECT PLANS, SPECIFICATIONS AND SITE CONDITIONS PRIOR TO STARTING CONSTRUCTION. SOME FIELD ADJUSTMENT IS EXPECTED, ESPECIALLY FOR WALKWAY AND TRAIL LAYOUT. LAYOUT CENTERLINE OF TRAILS AND CLEARING LIMITS IN THE FIELD FOR APPROVAL PRIOR TO CLEARING. 3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, DEPTHS, DISTANCES, ANGLES AND SLOPES PRIOR TO ORDERING MATERIALS OR CONSTRUCTING PROJECT. LIMITS OF DEMOLITION SHALL BE MARKED IN THE FIELD PRIOR TO CONSTRUCTION. 4. REFER TO CONSTRUCTION SEQUENCE ON CIVIL SHEETS. 5. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND SHALL BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF THESE UTILITIES DURING THE CONSTRUCTION OF THE PROJECT WITHOUT ANY ADDITIONAL COST TO THE OWNER. 6. CONTRACTOR SHALL DEMOLISH AND REMOVE ITEMS LABELED "TO BE REMOVED" AND DISPOSE OF THEM OFFSITE IN A LAWFUL MANNER. 7. TREE/SILT AND TREE PROTECTION FENCE SHALL BE INSTALLED PRIOR TO START OF DEMOLITION. 8. THROUGHOUT THE DURATION OF THE CONTRACT, THE CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADES AT THE PARK'S ENTRANCE TO PROTECT THE PUBLIC AND KEEP PEDESTRIANS OUT OF THE CURRENT PORTION OF THE WORK. 9. CONTRACTOR SHALL MAKE EVERY EFFORT TO MINIMIZE DAMAGE TO EXISTING TREES AND VEGETATION. ANY DAMAGE OUTSIDE APPROVED CLEARING LIMITS SHALL BE REPAIRED AND RESTORED BY THE CONTRACTOR. 10. ALL TREES, STUMPS, LIMBS, DIRT, OTHER SIMILAR GREEN WASTE, AND CONSTRUCTION DEBRIS TO BE DISPOSED OF AT A CERTIFIED LANDFILL OR GROUND INTO MULCH ON-SITE. CRITICAL ROOT ZONE (CRZ): 1.0 FOOT PER 1.0 INCH OF TREE DIAMETER AT BREAST HEIGHT (DBH) LEGEND: CRZ EXISTING WOODS AND VEGETATION TO BE REMOVED EXISTING WOODS AND VEGETATION TO BE SELECTIVELY CLEARED APPROX. 2.15 ACRES OF WOODS AND VEGETATION TO BE CLEARED FOR ENTRY DRIVE, PARKING, UTILITIES, AND RESTROOM/PICNIC SHELTER LAYOUT CENTERLINE OF TRAILS AND FLAG LIMITS OF TREE REMOVAL IN THE FIELD FOR LANDSCAPE ARCHITECT APPROVAL PRIOR TO CLEARING LAYOUT CENTERLINE OF TRAILS AND FLAG LIMITS OF TREE REMOVAL IN THE FIELD FOR APPROVAL PRIOR TO CLEARING EXISTING PARK SIGN AND SPLIT RAIL FENCE TO BE REMOVED AND GIVEN TO THE OWNER LIMITS OF DISTURBANCELODLOD STAGING AREA DRAFT LO D LO D LO D LO D LO D SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF LO D LO D L O D LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LODLODLOD LOD LO D LO D LOD LODLODLODLODLODLODLODLOD LODLOD LOD LODLODLODLOD LOD LOD LODLODLODLODLOD LOD LO D LOD LOD LOD LOD LODLODLODLOD LODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D L O D LO D LO D LO D LO D LO D L O D LOD LO D LO D LO D L O D L O D L O D L O D LO D LO D L O D LO D LO D LOD LO D LO D LO D LO D LO D LO D L O D L O D LO D LOD LOD LOD LOD LOD LOD LODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D L O D LO D LODLODLODLODLODLODLODLODLODLO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LOD LO D LOD LOD LO D LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D L O D L O D LO D LO D LO D LO D LO D LO D LO D L O D L O D L O D L O D LO D LOD LO D LO D L O D L O D LO D LO D SF SFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF LOD LO D L O D L O D L O D LA K E E M E R A L D D R I V E E . UC UC U C U C UC UC UC UC UC FO FO FO F O FO FO FO FO F O FO UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UEUE UE UE UE UE UE UE UE UE W W W W W F O SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS UEUEUEUE UE UE UE UE UE UE UE FO FO TUPE L O D R I V E CR Z CR Z CRZ CRZ C R Z CRZ CR Z CRZ CR Z CRZ CR Z CRZ CR Z CRZ CR Z CR Z CR Z CR Z CR Z C R Z CR Z CRZ C R Z CRZ CR Z CR Z CRZ CRZ CR Z CR Z CR Z CR Z CR Z CR Z CR Z CRZ C R Z C R Z CR Z CR Z CR Z CR Z CRZ CRZ CRZ CRZ CR Z CRZ C R Z CRZ CR Z CRZ C R Z C R Z CR Z CRZ CRZ CRZ CRZ CRZ CRZ CRZ CRZ CRZ CRZ C R Z CRZ C R Z C R Z CRZ CR Z CR Z C R Z CR Z CR Z CRZ C R Z CR Z CRZ C R Z CR Z C R Z CRZ CRZ CR Z CRZ C R Z CR Z C R Z CRZ C R Z CR Z CRZ CR Z CRZ CRZCRZ CR Z CRZ CRZ CR Z CR Z CRZ C R Z CR Z CRZ C R Z CR Z CRZ CR Z CR Z CRZ CRZ CRZ CR Z CRZ CR Z CRZ CRZ CR Z CRZ CRZ CRZ CRZ CRZ CR Z CRZ C R Z CR Z CR Z CR Z CR Z CRZ CR Z CR Z CR Z CR Z CR Z CR Z CRZ C R Z CR Z CRZ CRZ CRZ CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CRZ CR Z CRZ CR Z CRZ CRZ CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CRZ CR Z CR Z CR Z CR Z CR Z CRZ CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CRZ C R Z CR Z CR Z CR Z CRZ C R Z CR Z CRZ C R Z CR Z CR Z CR Z CRZ CR Z CR Z CRZ CR Z C R Z C R Z CRZ CRZ CRZ CRZ CRZ CR Z CR Z CRZ CR ZCR Z CR Z CRZ CR Z CR Z C R Z C R Z CRZ CRZ C R Z C R Z CR Z CR Z C R Z CR Z C R Z CRZ CR Z CRZ C R Z CRZ CRZ CRZ CRZ CR Z C R Z CR Z CRZ CRZ CRZ C R Z CR Z CRZ CR Z CRZ CRZ C R Z C R Z CRZ CR Z C R Z CR Z CRZ CR Z CR Z CRZ C R Z CR Z C R Z C R Z CRZ CRZ CRZ CRZ CR Z CRZ CRZ C R Z CR Z CR Z CRZ CRZ CRZ C R Z CR Z CRZC R Z CR Z CR Z CRZ CRZ CR Z CR Z CRZ CRZ CR Z CRZ CRZ CRZ CRZCRZ CRZ CRZ CRZ CRZ C R Z C R Z CRZ CR Z C R Z CRZ CRZ CR Z CRZ C R Z CRZ C R Z CR Z CRZ CRZ CR Z CRZ CRZ C R Z CR Z CR Z C R Z CR Z CRZ CRZ CR Z CR Z C R Z C R Z C R Z CR Z CRZ CRZ C R Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR Z CR ZCR Z CR Z CR Z CR Z CRZ C R Z CR Z CR Z CR Z C R Z CR Z CR Z 5" PEAR12" PINE 4" PEAR 12" PINE 12" PINE 7" PEAR 8"OAK 10" OAK (2) 12" OAK 26" PINE 18" PINE 22" OAK 20" PINE20" OAK 20" PINE 18" PINE 13" PINE 16" PINE 9" DOGWOOD (DEAD) 9" OAK 9" OAK 10" OAK 24" PINE 12" OAK 7" PEAR 10" OAK 14" PINE 16" PINE 6" OAK 17" PINE 12" MYRTLE 12" MYRTLE 8" LONG LEAF PINE 15" LONG LEAF PINE 10" MYRTLE 12" OAK 8" OAK 5" PEAR21" PINE 18" PINE 11" OAK 18" PINE 9" OAK 22" OAK 22" PINE 6" MAGNOLIA 8" OAK 24" PINE13" PINE 22" LONG LEAF PINE 8" OAK 11" OAK CLUSTER 8" PEAR12" PINE 6" PEAR 5" PEAR 12" PINE 8" PEAR 18" LONG LEAF PINE 16" LONG LEAF PINE 18" LONG LEAF PINE 13" PINE 18" PINE 12" PINE 6" PEAR 6" PEAR 12" PINE 12" PINE 13" PINE 8" PEAR 12" PINE6" HOLLY 11" OAK 9" OAK 8" PEAR 7" PEAR 7" PEAR 9" OAK 11" OAK 10" OAK 11" CEDAR 9" PEAR 22" PINE 16" PINE 8" OAK 16" PINE 11" PINE 16" PINE 8" PINE 12" PINE8" PINE 8" OAK 22" PINE 9" OAK 9" PEAR 10" PINE 17" PINE 17" PINE 13" PINE12" PINE 10" OAK10" OAK 8" OAK 12" OAK 8" OAK 8" OAK 8" OAK19" PINE 20" LONG LEAF PINE 14" PINE 21" LONGLEAF PINE 22" LONG LEAF PINE 16" LONG LEAF PINE 14" PINE 24" PINE 30" PINE 12" PINE 6" MAGNOLIA 20" LONGLEAF PINE 19" LONG LEAF PINE10" OAK 17" LONG LEAF PINE 8" OAK 10" OAK 14" LONGLEAF PINE 16" LONGLEAF PINE 10" LONG LEAF PINE 14" OAK 13" LONG LEAF PINE 18" PINE14" PINE 18" PINE 15" PINE20" PINE 27" PINE 13" PINE 8" PINE 19" PINE 11" PINE 18" PINE 16" PINE 14" PINE 17" PINE 19" PINE 17" LONG LEAF PINE 16" PINE 22" PINE 18" PINE 28" PINE 8" PINE 14" LONG LEAF PINE 32" PINE 40" PINE 19" LONGLEAF PINE 28" PINE 30" PINE 24" DEAD PINE 7" PEAR 5" PEAR 6" PEAR 5" PEAR 7" PEAR12" LONG LEAF PINE 21" PINE 17" LONG LEAF PINE 20" PINE 14" OAK 22" PINE 13" PINE 16" PINE 19" PINE 14" PINE 8" OAK 14" PINE 19" LONGLEAF PINE 12" PINE 13" OAK 12" PINE 12" PINE 12" PINE 9" PINE 4" HOLLY 10" PEAR 8" PEAR 16" PINE 24" PINE 24" PINE 12" PINE 8" OAK 8" OAK 8" OAK 22" PINE 24" LONG LEAF PINE 12" DOUBLE OAK 17" PINE 12" PINE 8" OAK34" LONG LEAF PINE 28" PINE 18" GUM 27" PINE 12" OAK 24" PINE 19" PINE 12" PINE 16" PINE 14" OAK CLUSTER 22" PINE 19" PINE 19" PINE 16" PINE 17" PINE 16" PINE 12" PINE 12" PINE 12" PINE 20" PINE 20" PINE 18" PINE 18" PINE 20" PINE 18" PINE 14" PINE 16" PINE 16" PINE 16" PINE 18" PINE 14" PINE 18" PINE 19" PINE 17" PINE (2) 14" PINE 15" PINE18" PINE18" PINE (2) 16" PINE 18" PINE 22" PINE 24" PINE 14" PINE 16" PINE 14" PINE 20" PINE 16" PINE 19" PINE 18" PINE 20" PINE 23" PINE 18" PINE 24" PINE 24" PINE 10" OAK26" PINE 15" OAK 15" PINE 18" PINE 22" PINE 20" PINE 14" PINE 10" OAK 14" PINE 10" OAK 12" PINE 22" PINE 22" PINE 12" PINE 20" PINE 20" PINE 10" OAK 20" PINE 20" PINE 12" OAK 16" PINE 24" PINE 12" OAK16" OAK 14" OAK 8" OAK 15" PINE 8" OAK 8" OAK 13" OAK 17" PINE 13" PINE 21" PINE 16" PINE 19" OAK 19" PINE 17" PINE 17" OAK 19" PINE 16" PINE 12" PINE 12" PINE 16" PINE 12" PINE 20" PINE 14" PINE 13" PINE 20" PINE 16" PINE 21" PINE 12" PINE16" PINE 15" OAK 14" PINE 16" PINE 16" PINE 15" PINE 17" PINE20" PINE 15" PINE 20" PINE 15" PINE 12" OAK 17" PINE 8" OAK 20" PINE 14" PINE 16" PINE 16" PINE 14" PINE 20" PINE 19" PINE 14" PINE 15" PINE 12" PINE 16" PINE 18" PINE 16" PINE 20" PINE16" PINE 16" PINE 18" PINE 14" PINE 16" PINE 16" PINE 18" PINE 9" OAK 24" PINE19" PINE 22" PINE 14" PINE 20" PINE 11" OAK 15" PINE 8" PINE 8" OAK LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLOD LOD SF SFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSF SFSFSFSFSFSFSFSF SFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSF SF SF SF SF SF SF SF SF SF SF CR Z CR Z CRZ C R Z CR Z CRZ CR Z CRZ CR Z CRZ CR Z CR Z CRZ C R Z CR Z CRZ CRZ CRZ CRZ CR Z CRZ CRZ CR Z CR Z CR Z CRZ 12" PINE 12" PINE 12" PINE 16" PINE12" PINE12" PINE 12" PINE14" PINE 12" PINE 12" PINE 12" PINE 16" PINE 12" PINE 16" PINE 12" PINE 14" PINE 12" PINE Date: Ne w H a n o v e r C o u n t y , N C SM I T H C R E E K P A R K P H A S E 2 A REVISIONS La n d s c a p e A r c h i t e c t u r e , P L L C Ha t c h e l l Su s a n 71 1 W . N o r t h S t r e e t , R a l e i g h , N C 2 7 6 0 3 p: 9 1 9 - 8 3 8 - 9 6 0 0 f : 9 1 9 - 8 3 8 - 9 7 0 0 60% DESIGN DEVELOPMENT DRAWINGS NOT FOR CONSTRUCTION 10/24/23 SW-4 8040 160 SCALE: 1" = 80' - 0" NAD 83 NC GRID 0 TR E E R E M O V A L PL A N N/F NEW HANOVER COUNTY PIN: 3149-35-9962.000 DB 5940 PG 1175 L A K E E M E R A L D D R I V E E TU P E L O D R MATCHLINE - SEE AREA BELOW WETLAND 20'-WIDE TRANSITIONAL BUFFER 20'-WIDE TRANSITIONAL BUFFER 40'-WIDE DRAINAGE EASEMENT PROPERTY LINE PROPERTY LINE PROPERTY L I N E PR O P E R T Y L I N E 13" PINE TREES TO BE REMOVED TREE VARIETY DBH SIZE LOCATION REASON FOR REMOVAL WITHIN A TRANSITIONAL BUFFER OAK (7) 8", (4) 9", (2) 10", 11", AND (3) 12"EAST EDGE OF THE PROJECT DRIVE AND PARKING LOT INSTALLATION NO OAK (2) 10"NORTH EDGE OF THE PROJECT TRAIL INSTALLATION NO OAK 8"SOUTH EDGE OF THE PROJECT TRAIL INSTALLATION NO LONG LEAF PINE 14" AND 19"EAST EDGE OF THE PROJECT PARKING LOT INSTALLATION NO PINE 8", (2) 10", (4) 12", 15", (2) 16", (2) 20", 21", 23", 27", AND 28" EAST EDGE OF THE PROJECT DRIVE AND PARKING LOT INSTALLATION NO PINE 13" AND 20"PARK ENTRANCE DRIVE INSTALLATION YES PINE (4) 12", (2) 14", 17", (2) 18", (2) 20", (3) 22", AND 24" NORTH EDGE OF THE PROJECT TRAIL INSTALLATION NO PINE 12"WEST EDGE OF THE PROJECT TRAIL INSTALLATION NO PINE (2) 12", 14", (2) 15", (4) 16", 18", 19", (3) 20", AND 24" SOUTH EDGE OF THE PROJECT TRAIL INSTALLATION NO PEAR (2) 5" AND (3) 6"EAST EDGE OF THE PROJECT DRIVE INSTALLATION NO DOGWOOD 9" (DEAD)PARK ENTRANCE DRIVE INSTALLATION AND SAFETY YES 9" OAK 8" OAK 9" OAK16" PINE (2) 12" OAK 12" PINE 6" PEAR 5" PEAR 12" PINE 12" PINE 8" OAK 8" OAK 8" OAK 12" OAK 10" OAK (2) 8" OAK 8" OAK 9" OAK 23" PINE 27" PINE 8" PINE 10" PINE 28" PINE 10" PINE15" PINE (2) 20" PINE 14" LONG LEAF PINE 18" PINE NHC TREE MITIGATION CALCULATIONS 22" PINE 20" PINE12" PINE 10" OAK 22" PINE 20" PINE 12" PINE 16" PINE 20" PINE 12" PINE 15" PINE 20" PINE 19" PINE 14" PINE 16" PINE 16" PINE 12" PINE 20" PINE 16" PINE 11" OAK 9" OAK 20'-WIDE TRANSITIONAL BUFFER 24" PINE 20" PINE 9" DOGWOOD (DEAD) 21" PINE 5" PEAR NOTE: CONTRACTOR SHALL MAKE EVERY EFFORT TO MINIMIZE DAMAGE TO EXISTING TREES AND VEGETATION ALONG NEW ENTRY DRIVE, PARKING LOT, AND TRAILS. ANY DAMAGE OUTSIDE APPROVED CLEARING LIMITS SHALL BE REPAIRED AND RESTORED BY THE CONTRACTOR. ACTUAL CLEARING LIMITS WILL BE DETERMINED IN THE FIELD ONCE THE DRIVE, PARKING LOT, AND TRAILS HAVE BEEN STAKED/FLAGGED. EXISTING VEGETATION PROTECTIVE MEASURES: 1. EXISTING TREES, REGARDLESS OF SIZE, SHALL NOT BE CUT OR OTHERWISE DAMAGED OR DESTROYED EXCEPT AS SHOWN ON AN APPROVED LANDSCAPE AND TREE PRESERVATION PLAN, TREE REMOVAL PLAN, OR SITE PLAN. 2. DURING CONSTRUCTION ACTIVITIES, ADEQUATE PROTECTIVE MEASURES SHALL BE PROVIDED TO MINIMIZE DAMAGE TO EXISTING TREES AND OTHER VEGETATION. 3. ALL TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO ANY GRADING, CONSTRUCTION TRAFFIC OR ACTIVITY TAKING PLACE ON SITE. 4. LOGGING MATS SHALL BE USED IN AREAS WHERE CRITICAL ROOT ZONES MAY BE DISTURBED DURING CONSTRUCTION. 5. SIGNS SHALL BE POSTED IDENTIFYING THE TREE PROTECTION AREAS AND SHALL STATE THE AREA IS NOT TO BE DISTURBED. SUCH PROTECTIVE DEVICES SHALL EFFECTIVELY PROTECT THE CRITICAL ROOT ZONES, TRUNKS, AND TOPS OF TREES TO BE RETAINED AND SHALL BE MAINTAINED UNTIL ALL WORK HAS BEEN COMPLETED. 6. CONSTRUCTION TRAFFIC, STORAGE OF VEHICLES AND MATERIALS, SOIL COMPACTION, FILING, AND GRADING SHALL NOT TAKE PLACE WITHIN THE DRIP LINE OF TREES TO BE PRESERVED. 7. CONSTRUCTION ACCESS TO A SITE SHOULD BE LOCATED WHERE AN EXISTING OR PROPOSED ENTRANCE/EXIT IS LOCATED. 8. A STABILIZED OPEN AREA SHOULD BE DESIGNATED FOR STORAGE OF MATERIALS (INCLUDING STOCKPILING OF SOIL AND GRAVEL) AND FOR PARKING CONSTRUCTION VEHICLES AND EQUIPMENT. 10" OAK (2) 6" PEAR SHEET KEY SW-4 CRITICAL ROOT ZONE (CRZ): 1.0 FOOT PER 1.0 INCH OF TREE DIAMETER AT BREAST HEIGHT (DBH) LEGEND: CRZ EXISTING TREE TO BE REMOVED MATCHLINE - SEE AREA ABOVE 12" PINE 16" PINE 19" LONG LEAF PINE 10" OAK 17" PINE 18" PINE 22" PINE (3) 12" PINE (2) 14" PINE 18" PINE 15" PINE 8" OAK 24" PINE LIMITS OF DISTURBANCELODLOD SILT FENCE/TREE PROTECTION FENCESFSF 10'-WIDE SIDE SETBACK 2 5 ' - W I D E F R O N T S E T B A C K DRAFT SD LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D L O D L O D L O D L O D L O D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D L O D L O D LOD LOD LO D LO D LO D LO D LO D LO D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D LO D LO D LOD L O D LO D LO D LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D L O D L O D L O D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D L O D L O D L O D L O D L O D L O D L O D LO D LO D LO D LO D LOD LO D LO D L O D LO D L O D LO D L O D LO D L O D L O D L O D L O D L O D L O D L O D LO D LO D LO D LO D LOD LOD LO D LO D LO D LO D L O D L O D LO D LO D LO D LO D LO D L O D L O D LO D 29. 0 30.0 35.0 40.0 43.0 4 2 . 0 4 3 . 0 44 . 0 44.0 42 . 0 41.0 41 . 0 40.0 35.0 36.0 40. 0 39 . 038 . 0 37. 0 36.0 35.0 35.0 36.0 37.0 38.0 39.0 39.0 37.0 43.0 48.0 53.0 43.0 45.0 42.0 45 . 0 37.0 38. 0 40.0 41.0 42.0 43. 035.0 34 . 0 31.032.033.0 34.0 35.0 36.0 37.0 38.0 37.0 38.0 38.0 44.0 44 . 0 37.0 44. 0 42.0 42.0 45.0 41 . 0 37.0 38 . 0 45.0 38.0 UC UC UC UC U C U C U C U C UC UC U C UC UC UC UC UC UC UC UC UC F O FO FO FO FO FO FO FO FO FO FO FO FO FO FO FO F O FO FO FO U E UE UE UE UE UE UE UE UE UE UE UE UE UE UE U E UE UE UE UE UE UE UE U E UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE U E UE U E U E UEW W W W W W W W W W W W W UC F O F O 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 UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE U E UE U E UE UE UE UE UE UE FOFO FO FO FO FO PROPER T Y L I N E PR O P E R T Y L I N E W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS S S SS S S SS S S SS S S SS S S SS SS SS SS Date: Ne w H a n o v e r C o u n t y , N C SM I T H C R E E K P A R K P H A S E 2 A REVISIONS La n d s c a p e A r c h i t e c t u r e , P L L C Ha t c h e l l Su s a n 71 1 W . N o r t h S t r e e t , R a l e i g h , N C 2 7 6 0 3 p: 9 1 9 - 8 3 8 - 9 6 0 0 f : 9 1 9 - 8 3 8 - 9 7 0 0 60% DESIGN DEVELOPMENT DRAWINGS NOT FOR CONSTRUCTION 10/24/23 SW-5 4020 80 SCALE: 1" = 40' - 0" NAD 83 NC GRID 0 MATCHLINE - SEE SHEET SW-6 MA T C H L I N E - S E E S H E E T S W - 8 STAKING NOTES: 1. CONTRACTOR SHALL REPORT ALL DISCREPANCIES TO LANDSCAPE ARCHITECT. 2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, DEPTHS, DISTANCES, ANGLES AND SLOPES PRIOR TO ORDERING MATERIALS OR CONSTRUCTING PROJECT. 3. STAKE PARKING LOT, ADA PARKING SPACES, GATES, TRAILS, AND SIDEWALKS IN THE FIELD FOR LANDSCAPE ARCHITECT'S APPROVAL. NOTIFY LANDSCAPE ARCHITECT OF ANY ADJUSTMENTS OR IF CLARIFICATION IS NECESSARY. CONTRACTOR SHALL GIVE LANDSCAPE ARCHITECT A MINIMUM OF 48 HOURS NOTICE FOR APPROVAL OF STAKING. 4. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND SHALL BE RESPONSIBLE FOR THE PROTECTION OF THESE UTILITIES DURING THE CONSTRUCTION OF THE PROJECT. 5. THE CONTRACTOR SHALL ADEQUATELY AND FULLY PROTECT ALL PARTS OF THE WORK AGAINST DAMAGE UNTIL COMPLETED AND ACCEPTED BY THE OWNER. ANY DAMAGES, INCLUDING VANDALISM OF THE RESTROOM/PICNIC SHELTER, PARKING LOT, TRAILS, OR WALKWAYS SHALL BE PROPERLY REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER. 6. THROUGHOUT THE DURATION OF THE CONTRACT, THE CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADES TO KEEP TRAFFIC OUT OF THE CURRENT PORTION OF THE WORK. 7. THE CONTRACTOR SHALL PROTECT EXPOSED SURFACES ADJACENT TO THE WORK FROM PHYSICAL DAMAGE RESULTING FROM CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL CLEAN, REPAIR, OR REPLACE, AS REQUIRED SURFACES DAMAGED DURING THE COURSE OF THE WORK AT NO ADDITIONAL EXPENSE TO THE OWNER. 8. ADJUSTMENTS AND VARIATIONS FROM THE DRAWING MAY BE NECESSARY IN ORDER TO MAINTAIN A MAXIMUM 4.8% SLOPE ON ALL TRAILS AND SIDEWALKS. 9. CONCRETE SIDEWALKS SHALL BE A MINIMUM OF 4" THICK. 10. CONCRETE SIDEWALKS SHALL HAVE A LIGHT BROOM FINISH, BE SCORED AT ± SIX FOOT (6') INTERVALS AND BE LAID OUT RADIALLY WHEN WALK CURVES UNLESS OTHERWISE SHOWN ON PLANS. PARK ENTRANCE GATE SW-9 1 GATE HOLD BACK POST, BOTH SIDES L A K E E M E R A L D D R I V E E TUP E L O D R I V E EXISTING FENCE TO REMAIN EXISTING VEGETATION TO REMAIN EXISTING VEGETATION TO REMAIN EXISTING VEGETATION TO REMAIN EXISTING VEGETATION TO REMAIN EXISTING VEGETATION TO REMAIN EXISTING VEGETATION TO REMAIN EXISTING NON-PAVED TRAIL TO REMAIN 8' ASPHALT TRAIL SEE CIVIL SHEETS CONTRACTOR TO STAKE CENTERLINE OF TRAIL IN THE FIELD FOR FIELD FOR LANDSCAPE ARCHITECT APPROVAL AND/OR ADJUSTMENTS PRIOR TO CONSTRUCTION 2 0 ' - W I D E T R A N S I T I O N A L B U F F E R 1 2 ' - W I D E S T R E E T Y A R D SITE NOTES: 1. PROTECTION OF EXISTING VEGETATION: AT THE START OF GRADING INVOLVING THE LOWERING OF EXISTING GRADE AROUND A TREE OR STRIPPING OF TOPSOIL, A CLEAN, SHARP, VERTICAL CUT SHALL BE MADE AT THE EDGE OF THE TREE SAVE AREA AT THE SAME TIME AS OTHER EROSION CONTROL MEASURES ARE INSTALLED. THE TREE PROTECTION FENCING SHALL BE INSTALLED ON THE SIDE OF THE CUT FARTHEST AWAY FROM THE TREE TRUNK AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE TREES IS COMPLETE. NO STORAGE OF MATERIALS, FILL, OR EQUIPMENT AND NO TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE PROTECTED AREA. 2. THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SITE UNTIL ALL SITE WORK IS COMPLETED AND PRIOR TO THE CERTIFICATE OF OCCUPANCY (CO) IS SCHEDULED. THE FENCING SHALL BE REMOVED PRIOR TO FINAL SITE INSPECTION FOR THE CO. 3. MAXIMUM LONGITUDINAL SLOPE ON LANDINGS IS 2%, MAXIMUM LONGITUDINAL SLOPE ON SIDEWALKS AND TRAILS IS 4.9%. 4. MAXIMUM CROSS SLOPE ON LANDINGS, SIDEWALKS AND TRAILS IS 2%. 5. MAXIMUM 2% SLOPE IN ANY DIRECTION FOR ACCESSIBLE PARKING SPACES AND AISLES. 6. EXCESS SOIL THAT CANNOT BE USED FOR ON-SITE FILL SHALL BE HAULED OFF SITE OR WASTED IN DESIGNATED STOCKPILE SOILS AREA WITHIN THE LIMITS OF DISTURBANCE AS SHOWN ON EROSION CONTROL PLANS. THESE AREAS MAY BE SUBJECT TO ADDITIONAL EROSION CONTROL MEASURES. 7. CONTRACTOR SHALL ONLY CLEAR AND DISTURB THE MINIMUM AREA REQUIRED TO CONSTRUCT PARKING AREAS, SIDEWALKS, AND TRAILS. CONTRACTOR SHALL FINISH AND SEED DISTURBED AREAS WITH DETERMINED SEED MIX TO MINIMIZE THE AMOUNT OF SITE DENUDED AT ANY ONE TIME. 8. CONTRACTOR SHALL GIVE LANDSCAPE ARCHITECT A MINIMUM OF 24-HOURS' NOTICE PRIOR TO TESTING. 9. CONTRACTOR SHALL ACCEPT ACTUAL CONDITIONS AT THE SITE AND PERFORM THE WORK SPECIFIED WITHOUT ADDITIONAL COMPENSATION FOR POSSIBLE VARIATION FROM GRADES AND CONDITIONS SHOWN WHETHER SURFACE OR SUBSURFACE, EXCEPT AS PROVIDED FOR BY THE CONTRACT DOCUMENTS NOTE: CONTRACTOR SHALL MAKE EVERY EFFORT TO MINIMIZE DAMAGE TO EXISTING TREES AND VEGETATION ALONG NEW ENTRY DRIVE, PARKING LOT, AND TRAILS. ANY DAMAGE OUTSIDE APPROVED CLEARING LIMITS SHALL BE REPAIRED AND RESTORED BY THE CONTRACTOR. ACTUAL CLEARING LIMITS WILL BE DETERMINED IN THE FIELD ONCE THE DRIVE, PARKING LOT, AND TRAILS HAVE BEEN STAKED/FLAGGED. 24'-0" 8'-0" 8'- 0 " TIE NEW ASPHALT FLUSH TO EXISTING ASPHALT CONSTRUCTION ENTRANCE SEE CIVIL SHEETS SW-5 LIMITS OF DISTURBANCE LEGEND: LOD LOD SHEET KEY TRAIL LAYOUT: 1. THE CENTERLINE OF THE TRAIL IS SHOWN ON THE PLANS. THE TRAIL WIDTH IS 8' WITH A 2' SHOULDER ON EACH SIDE. DRAINAGE IS SHOWN ON THE CIVIL GRADING SHEETS. 2. MAXIMUM LONGITUDINAL SLOPE ON ALL TRAILS AND AT ALL TRAIL HEADS IS LESS THAN 5%. 3. MAXIMUM CROSS SLOPE ON TRAILS IS 2%. 4. LOW HANGING OBJECTS OR BRANCHES THAT ARE LOWER THAN 96 INCHES ABOVE THE TRAIL SURFACE ARE NOT ALLOWED. VERTICAL CLEARANCE OF THE TRAIL SHALL NOT BE LESS THAN 96 INCHES. CONTRACTOR TO FLAG BRANCHES TO BE PRUNED FOR LANDSCAPE ARCHITECT APPROVAL PRIOR TO REMOVAL. 5. FINAL TRAIL ALIGNMENT TO BE DETERMINED IN THE FIELD USING MAXIMUM SLOPES OF FIELD CONDITIONS, AND AVOIDING MAJOR TREE REMOVAL AND STEEP SLOPES. THE CONTRACTOR SHALL LAYOUT AND FLAG THE TRAIL FOR REVIEW BY THE LANDSCAPE ARCHITECT AND THE OWNER. PROPOSED WATER AND SEWER LINES, SEE CIVIL SHEETS PARK SIGN BY OTHERS SI T E L A Y O U T PL A N 2 5 ' - W I D E F R O N T S E T B A C K SILT FENCE/TREE PROTECTION FENCESFSF 20'-W I D E TRAN S I T I O N A L BUFF E R 10'-WI D E S I D E SETB A C K R100'-0" STOP SIGN ASPHALT PAVING SEE CIVIL SHEET C1.4 DRAFT LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D L O D L O D LOD LOD LO D LOD LOD LOD LOD LOD LO D LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LO D LO D LO D LO D LODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLOD LODLODLODLOD LOD LOD LODLODLODLODLOD LOD LOD LOD LOD LOD LOD LODLODLOD LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D L O D L O D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LODLOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D SF SF SFSFSFSF SFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SFSFSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF L O D LOD LO D LO D LO D L O D L O D LO D H/C VAN H/C 38.0 41.0 40.0 38.0 37.0 38.0 37.0 38.0 37.0 37.0 39.0 38.0 41.0 39.0 42.0 41.0 42.0 38.0 39.0 40. 0 36.0 40.0 39.0 39.0 40.0 41 . 0 42 . 0 40.0 40.0 39.0 39.0 41.0 40.039.0 41.0 42.0 37.0 39.0 38.0 40.0 41.0 4 3 . 0 41 . 0 31.0 35.0 40.0 30.0 35.0 31.0 35.0 40.0 39.0 38.0 37.0 36.0 34.0 33.0 32.0 31.0 39.0 34.0 35.0 38.0 37.0 37.0 37.0 4 0 . 0 43.0 PROPERTY LINE PR O P E R T Y L I N E W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LODLOD LO D LOD LOD LOD LOD LOD LOD LOD LOD SF SF SF SF SF SF SF SF SF SF SF SFSFSFSF SFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 41.0 40.0 41.0 42.0 43.0 42.0 43.0 42.0 SW-6 4020 80 SCALE: 1" = 40' - 0" NAD 83 NC GRID 0 MATCHLINE - SEE SHEET SW-5 MA T C H L I N E - S E E S H E E T S W - 7 MA T C H L I N E - S E E A R E A B E L O W MA T C H L I N E - S E E A R E A A B O V E SI T E L A Y O U T PL A N Date: Ne w H a n o v e r C o u n t y , N C SM I T H C R E E K P A R K P H A S E 2 A REVISIONS La n d s c a p e A r c h i t e c t u r e , P L L C Ha t c h e l l Su s a n 71 1 W . N o r t h S t r e e t , R a l e i g h , N C 2 7 6 0 3 p: 9 1 9 - 8 3 8 - 9 6 0 0 f : 9 1 9 - 8 3 8 - 9 7 0 0 60% DESIGN DEVELOPMENT DRAWINGS NOT FOR CONSTRUCTION 10/24/23 SHELTER/RESTROOM 8' ASPHALT TRAIL SEE CIVIL SHEETS CONTRACTOR TO STAKE CENTERLINE OF TRAIL IN THE FIELD FOR FIELD FOR LANDSCAPE ARCHITECT APPROVAL AND/OR ADJUSTMENTS PRIOR TO CONSTRUCTION 8' ASPHALT TRAIL SEE CIVIL SHEETS CONTRACTOR TO STAKE CENTERLINE OF TRAIL IN THE FIELD FOR APPROVAL BY LANDSCAPE ARCHITECT & OWNER EXISTING FENCE TO REMAIN EXISTING PAVED TRAIL, TO REMAIN 20'-WIDE TRANSITIONAL BUFFER 40'-WIDE DRAINAGE EASEMENT DB 5940 PG 1175 20'-WIDE TRANSITIONAL BUFFER 8' ASPHALT TRAIL SEE CIVIL SHEETS CONTRACTOR TO STAKE CENTERLINE OF TRAIL IN THE FIELD FOR FIELD ADJUSTMENTS AND APPROVAL BY LANDSCAPE ARCHITECT AND OWNER ASPHALT PARKING LOT SEE CIVIL SHEETS WHEEL STOP, TYP. 4" THICK CONCRETE SIDEWALK 2 SW-9 ACCESSIBLE PAVEMENT MARKINGS AND SIGNS 3 SW-9 EXISTING VEGETATION TO REMAIN EXISTING VEGETATION TO REMAIN EXISTING VEGETATION TO REMAIN 8'-0" 8'-0 " 18'- 0 TY P 24'- 0 " 9'-0 " TY P 6'- 0 " 8'-0" 8'-0" PARKING CALCULATIONS PER THE NEW HANOVER COUNTY (NHC) UNIFIED DEVELOPMENT ORDINANCE (UDO) TABLE 5.1.2.A: MINIMUM OFF-STREET PARKING, THERE IS NO MINIMUM NUMBER OF OFF-STREET PARKING SPACES REQUIRED FOR A PARK AND RECREATION AREA USE. TOTAL NUMBER OF PARKING SPACES PROVIDED: 43 SHEET KEY SW-6 NOTE: CONTRACTOR SHALL MAKE EVERY EFFORT TO MINIMIZE DAMAGE TO EXISTING TREES AND VEGETATION ALONG NEW ENTRY DRIVE, PARKING LOT, AND TRAILS. ANY DAMAGE OUTSIDE APPROVED CLEARING LIMITS SHALL BE REPAIRED AND RESTORED BY THE CONTRACTOR. ACTUAL CLEARING LIMITS WILL BE DETERMINED IN THE FIELD ONCE THE DRIVE, PARKING LOT, AND TRAILS HAVE BEEN STAKED/FLAGGED. EXISTING NON-PAVED TRAIL TO REMAIN EXISTING NON-PAVED TRAIL CENTERLINE, TRAIL TO REMAIN BIKE RACKS, BY OTHERS 8'-0 " EXISTING VEGETATION TO REMAIN LOW RETAINING WALL SEE SHEET C-1.5 LIMITS OF DISTURBANCE LEGEND: LOD LOD SILT FENCE/TREE PROTECTION FENCESFSF 10'-WIDE SIDE SETBACK 6" THICK CONCRETE PAD ELECTRICAL TRANSFORMER R30'-0" R32'-8" TRAIL LAYOUT: 1. THE CENTERLINE OF THE TRAIL IS SHOWN ON THE PLANS. THE TRAIL WIDTH IS 8' WITH A 2' SHOULDER ON EACH SIDE. DRAINAGE IS SHOWN ON THE CIVIL GRADING SHEETS. 2. MAXIMUM LONGITUDINAL SLOPE ON ALL TRAILS AND AT ALL TRAIL HEADS IS LESS THAN 5%. 3. MAXIMUM CROSS SLOPE ON TRAILS IS 2%. 4. LOW HANGING OBJECTS OR BRANCHES THAT ARE LOWER THAN 96 INCHES ABOVE THE TRAIL SURFACE ARE NOT ALLOWED. VERTICAL CLEARANCE OF THE TRAIL SHALL NOT BE LESS THAN 96 INCHES. CONTRACTOR TO FLAG BRANCHES TO BE PRUNED FOR LANDSCAPE ARCHITECT APPROVAL PRIOR TO REMOVAL. 5. FINAL TRAIL ALIGNMENT TO BE DETERMINED IN THE FIELD USING MAXIMUM SLOPES OF FIELD CONDITIONS, AND AVOIDING MAJOR TREE REMOVAL AND STEEP SLOPES. THE CONTRACTOR SHALL LAYOUT AND FLAG THE TRAIL FOR REVIEW BY THE LANDSCAPE ARCHITECT AND THE OWNER. DRAFT SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF LODLODLODLODLODLOD LOD LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 2 8 . 0 28.0 30.0 21.0 27.0 2 3 . 0 20.0 32. 0 33.0 33.0 34.0 36.0 35.0 37.036.0 37.0 36.0 35.0 36.0 35.0 36.0 24.0 29 . 0 30 . 0 31.0 21 . 0 21 . 0 29.0 PROPERTY LINE Date: Ne w H a n o v e r C o u n t y , N C SM I T H C R E E K P A R K P H A S E 2 A REVISIONS La n d s c a p e A r c h i t e c t u r e , P L L C Ha t c h e l l Su s a n 71 1 W . N o r t h S t r e e t , R a l e i g h , N C 2 7 6 0 3 p: 9 1 9 - 8 3 8 - 9 6 0 0 f : 9 1 9 - 8 3 8 - 9 7 0 0 60% DESIGN DEVELOPMENT DRAWINGS NOT FOR CONSTRUCTION 10/24/23 SW-7 4020 80 SCALE: 1" = 40' - 0" NAD 83 NC GRID 0 MATCHLINE - SEE SHEET SW-8 MA T C H L I N E - S E E S H E E T S W - 6 8' ASPHALT TRAIL SEE CIVIL SHEETS CONTRACTOR TO STAKE CENTERLINE OF TRAIL IN THE FIELD FOR FIELD FOR LANDSCAPE ARCHITECT APPROVAL AND/OR ADJUSTMENTS PRIOR TO CONSTRUCTION EXISTING VEGETATION TO REMAIN EXISTING VEGETATION TO REMAIN 40'-WIDE DRAINAGE EASEMENT DB 5940 PG 1175 EXISTING NON-PAVED TRAIL TO REMAIN 8'-0" SHEET KEY SW-7 NOTE: CONTRACTOR SHALL MAKE EVERY EFFORT TO MINIMIZE DAMAGE TO EXISTING TREES AND VEGETATION ALONG NEW ENTRY DRIVE, PARKING LOT, AND TRAILS. ANY DAMAGE OUTSIDE APPROVED CLEARING LIMITS SHALL BE REPAIRED AND RESTORED BY THE CONTRACTOR. ACTUAL CLEARING LIMITS WILL BE DETERMINED IN THE FIELD ONCE THE DRIVE, PARKING LOT, AND TRAILS HAVE BEEN STAKED/FLAGGED. EXISTING VEGETATION TO REMAIN EXISTING VEGETATION TO REMAIN EXISTING VEGETATION TO REMAIN EXISTING VEGETATION TO REMAIN SI T E L A Y O U T PL A N LIMITS OF DISTURBANCE LEGEND: LOD LOD SILT FENCE/TREE PROTECTION FENCESFSF 10'-0" WIDE SIDE SETBACK TRAIL LAYOUT: 1. THE CENTERLINE OF THE TRAIL IS SHOWN ON THE PLANS. THE TRAIL WIDTH IS 8' WITH A 2' SHOULDER ON EACH SIDE. DRAINAGE IS SHOWN ON THE CIVIL GRADING SHEETS. 2. MAXIMUM LONGITUDINAL SLOPE ON ALL TRAILS AND AT ALL TRAIL HEADS IS LESS THAN 5%. 3. MAXIMUM CROSS SLOPE ON TRAILS IS 2%. 4. LOW HANGING OBJECTS OR BRANCHES THAT ARE LOWER THAN 96 INCHES ABOVE THE TRAIL SURFACE ARE NOT ALLOWED. VERTICAL CLEARANCE OF THE TRAIL SHALL NOT BE LESS THAN 96 INCHES. CONTRACTOR TO FLAG BRANCHES TO BE PRUNED FOR LANDSCAPE ARCHITECT APPROVAL PRIOR TO REMOVAL. 5. FINAL TRAIL ALIGNMENT TO BE DETERMINED IN THE FIELD USING MAXIMUM SLOPES OF FIELD CONDITIONS, AND AVOIDING MAJOR TREE REMOVAL AND STEEP SLOPES. THE CONTRACTOR SHALL LAYOUT AND FLAG THE TRAIL FOR REVIEW BY THE LANDSCAPE ARCHITECT AND THE OWNER. DRAFT SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF LO D LO D LO D LO D LOD LO D LO D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD L O D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D L O D L O D L O D LO D LOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LO D LO D LO D LO D LO D SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 35 . 0 37.036 . 0 36.0 3 2 . 0 3 3 . 0 34.0 31.0 30.0 33.0 32.0 33.0 30.0 29.0 29.0 28 . 0 27 . 0 28 . 0 36.0 3 1 . 0 32.0 30.0 28 . 0 PR O P E R T Y L I N E PROPERTY L I N E Date: Ne w H a n o v e r C o u n t y , N C SM I T H C R E E K P A R K P H A S E 2 A REVISIONS La n d s c a p e A r c h i t e c t u r e , P L L C Ha t c h e l l Su s a n 71 1 W . N o r t h S t r e e t , R a l e i g h , N C 2 7 6 0 3 p: 9 1 9 - 8 3 8 - 9 6 0 0 f : 9 1 9 - 8 3 8 - 9 7 0 0 60% DESIGN DEVELOPMENT DRAWINGS NOT FOR CONSTRUCTION 10/24/23 SW-8 4020 80 SCALE: 1" = 40' - 0" NAD 83 NC GRID 0 MATCHLINE - SEE SHEET SW-7 MA T C H L I N E - S E E S H E E T S W - 5 8' ASPHALT TRAIL SEE CIVIL SHEETS CONTRACTOR TO STAKE CENTERLINE OF TRAIL IN THE FIELD FOR FIELD FOR LANDSCAPE ARCHITECT APPROVAL AND/OR ADJUSTMENTS PRIOR TO CONSTRUCTION EXISTING VEGETATION TO REMAIN EXISTING VEGETATION TO REMAIN EXISTING NON-PAVED TRAIL CENTERLINE, TRAIL TO REMAIN 8'-0" SHEET KEY SW-8 NOTE: CONTRACTOR SHALL MAKE EVERY EFFORT TO MINIMIZE DAMAGE TO EXISTING TREES AND VEGETATION ALONG NEW ENTRY DRIVE, PARKING LOT, AND TRAILS. ANY DAMAGE OUTSIDE APPROVED CLEARING LIMITS SHALL BE REPAIRED AND RESTORED BY THE CONTRACTOR. ACTUAL CLEARING LIMITS WILL BE DETERMINED IN THE FIELD ONCE THE DRIVE, PARKING LOT, AND TRAILS HAVE BEEN STAKED/FLAGGED. EXISTING NON-PAVED TRAIL CENTERLINE, TRAIL TO REMAIN EXISTING VEGETATION TO REMAIN EXISTING VEGETATION TO REMAIN SI T E L A Y O U T PL A N LIMITS OF DISTURBANCE LEGEND: LOD LOD SILT FENCE/TREE PROTECTION FENCESFSF 10'-0" WIDE S I D E SETBACK TRAIL LAYOUT: 1. THE CENTERLINE OF THE TRAIL IS SHOWN ON THE PLANS. THE TRAIL WIDTH IS 8' WITH A 2' SHOULDER ON EACH SIDE. DRAINAGE IS SHOWN ON THE CIVIL GRADING SHEETS. 2. MAXIMUM LONGITUDINAL SLOPE ON ALL TRAILS AND AT ALL TRAIL HEADS IS LESS THAN 5%. 3. MAXIMUM CROSS SLOPE ON TRAILS IS 2%. 4. LOW HANGING OBJECTS OR BRANCHES THAT ARE LOWER THAN 96 INCHES ABOVE THE TRAIL SURFACE ARE NOT ALLOWED. VERTICAL CLEARANCE OF THE TRAIL SHALL NOT BE LESS THAN 96 INCHES. CONTRACTOR TO FLAG BRANCHES TO BE PRUNED FOR LANDSCAPE ARCHITECT APPROVAL PRIOR TO REMOVAL. 5. FINAL TRAIL ALIGNMENT TO BE DETERMINED IN THE FIELD USING MAXIMUM SLOPES OF FIELD CONDITIONS, AND AVOIDING MAJOR TREE REMOVAL AND STEEP SLOPES. THE CONTRACTOR SHALL LAYOUT AND FLAG THE TRAIL FOR REVIEW BY THE LANDSCAPE ARCHITECT AND THE OWNER. DRAFT CONTROL JOINT LIGHT BROOM FINISH CONCRETE SURFACE IN THE OPPOSITE DIRECTION OF TRAVEL LAYOUT SCORING PATTERN RADIALLY ALONG CURVED WALK. COORDINATE SCORING WITH THE LANDSCAPE ARCHITECT IN THE FIELD PRIOR TO POURING THE WALKS EXPANSION JOINT 18' MAXIMUM DISTANCE BETWEEN JOINTS LENGTHWISE UNLESS SHOWN OTHERWISE 6' X 6' OR 8' X 8' TYP. OR AS SHOWN ON PLAN COMPACTED SUBGRADE 4000 PSI CONCRETE (LIGHT BROOM FINISH & TOOLED JOINTS) 1.PLACE A 1/2 INCH EXP. JT. W/WATERPROOF CAULK EVERY 18' FOR 6'-WIDE SIDEWALK AND EVERY 16' FOR 8-WIDE SIDEWALK OR BETWEEN POURS. 2.SCORE CONCRETE FOR SIDEWALKS AS SHOWN ON PLANS. 3.SCORE CONCRETE RADIALLY TO MATCH CURVE WHEN WALK CURVES. JOINT AS SHOWN CONTROL 4" 4000 PSI CONCRETE (LIGHT BROOM FINISH & TOOLED JOINTS) COLORS: LEGEND AND BORDER - GREEN WHITE SYMBOL ON BLUR BACKGROUND BACKGROUND - WHITE COLORS: LEGEND AND BORDER - GREEN BACKGROUND - WHITE CONCRETE FOOTING FINISHED GRADE SIGN R7-8a 60 " o r 8 4 " SIGN R7-8D BOTTOM OF SIGN R7-8a NOTE: MAY ALSO USE COMBINATION SIGN R7-8E IN LIEU OF R7-8A AND R7-8D. COLORS/CORNER RADII SAME AS R7-8A. VAN ACCESSIBLE SIGN TO BE PLACED UNDER R7-8E IF APPLICABLE. 2% MAX SLOPE IN ANY DIRECTION 10' MIN. STANDARD ACCESSIBLE SPACE 2' TY P . R7-8a R7-8D VAN ACCESSIBLE SIGN (WHERE INDICATED ON PLANS) SLOPE TO DRAINPAVEMENT MARKINGS 4" WIDE STRIPES 6" CONCRETE WHEEL STOP, CENTERED 6" THICK HEAVY DUTY CONCRETE PAVING TO EXTEND BEYOND PAINT STRIPING 1' ON THREE SIDES 5' MIN. 6' TYP. 1'1' 1' ASPHALT PAVING 11' MIN. VAN ACCESSIBLE SPACE 2% MAX SLOPE IN ANY DIRECTION 2% MAX SLOPE IN ANY DIRECTION PARK ENTRANCE GATE CONCRETE FOOTER 3" O.D. GALVANIZED STEEL POST WITH CAP, SEE SPECS Not to Scale 2 1/2" O.D. GALVANIZED ROUND PIPE FRAME, SEE SPECS 2" O.D. GALVANIZED ROUND PIPE BRACE, SEE SPECS WELDED "U" BAR ASPHALT ROAD APPROXIMATELY 27' VERIFY IN THE FIELD NOTE: 1. SEE PLANS FOR LOCATIONS. ONE (1) HOLD BACK POST PER GATE REQUIRED. SLOPE TO DRAIN 13' 9" 2' 3' 1'-6" 4' - 1 1 2" CONCRETE FOOTER 2' - 6 " 1' VIEW FROM INSIDE THE PARK: HOLD BACK POST: TOP VIEW: WELDED "U" BAR WELDED "U" BAR CHAIN 6" 6" 2" 5" 12" D I A . 4" 4" MAX. SEE GATE CLOSURE DETAIL, RIGHT GATE CLOSURE DETAIL: 1 SW-9 COMPACTED SUBGRADE CONCRETE FOOTER CONCRETE FOOTER SLOPE TO DRAIN 4" MAX. 4'-5"4'-4"4'-3" 4" 4" 4" 2'- 9 " 4' - 3 " 6 5/8" O.D. STEEL GATE POST WITH CAP 13' 24' 19 ' 1'-6" 18 ' 4" THICK CONCRETE SIDEWALK Not to Scale 2 SW-9 ACCESSIBLE PAVEMENT MARKINGS AND SIGNS Not to Scale 3 SW-9 NOTES: 1/2" EXPANSION JOINT WITH WATERPROOF CAULK EXPANSION JOINT WHERE ADJACENT TO WALK 2% MAX SLOPE ALONG WALKWAY IN ANY DIRECTION TYPE R7-8a & R7-8D SIGNS - PER CODE 8' SW-9 SI T E D E T A I L S Date: Ne w H a n o v e r C o u n t y , N C SM I T H C R E E K P A R K P H A S E 2 A REVISIONS La n d s c a p e A r c h i t e c t u r e , P L L C Ha t c h e l l Su s a n 71 1 W . N o r t h S t r e e t , R a l e i g h , N C 2 7 6 0 3 p: 9 1 9 - 8 3 8 - 9 6 0 0 f : 9 1 9 - 8 3 8 - 9 7 0 0 60% DESIGN DEVELOPMENT DRAWINGS NOT FOR CONSTRUCTION 10/24/23 DRAFT SS S S SS S S 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 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W (2) 12" OAK 26" PINE 8" OAK 24" PINE 12" OAK7" PEAR 10" OAK 14" PINE 6" OAK 8" LONG LEAF PINE 12" OAK 8" OAK 18" PINE 9" OAK 22" OAK 22" PINE 6" MAGNOLIA 8" OAK 24" PINE 13" PINE 22" LONG LEAF PINE 8" OAK 11" OAK CLUSTER 8" PEAR 8" PEAR 18" LONG LEAF PINE 16" LONG LEAF PINE 18" LONG LEAF PINE 13" PINE 18" PINE 12" PINE 13" PINE 8" PEAR 12" PINE 6" HOLLY 9" OAK 8" PEAR 7" PEAR 7" PEAR 9" OAK 11" OAK 10" OAK 11" CEDAR 9" PEAR 22" PINE 16" PINE 8" OAK 16" PINE 11" PINE 16" PINE 8" PINE 12" PINE 8" PINE 8" OAK 22" PINE 9" PEAR 10" PINE 17" PINE 17" PINE 13" PINE 12" PINE 10" OAK10" OAK 9" OAK 8" OAK 19" PINE 24" PINE 20" LONG LEAF PINE 14" PINE 21" LONG LEAF PINE 22" LONG LEAF PINE 16" LONG LEAF PINE 14" PINE 24" PINE 30" PINE 12" PINE 6" MAGNOLIA 20" LONG LEAF PINE 19" LONG LEAF PINE 8" OAK 10" OAK 14" LONG LEAF PINE 16" LONG LEAF PINE 10" LONG LEAF PINE 14" OAK 13" LONG LEAF PINE 18" PINE 14" PINE 18" PINE 15" PINE20" PINE 27" PINE 13" PINE 8" PINE 19" PINE 11" PINE 18" PINE 16" PINE 14" PINE 17" PINE 19" PINE 17" LONG LEAF PINE 16" PINE 22" PINE 18" PINE 32" PINE 40" PINE 14" OAK 22" PINE 13" PINE 16" PINE 19" PINE 14" PINE 8" OAK 14" PINE 19" LONG LEAF PINE 12" PINE 13" OAK 12" PINE 12" PINE 12" PINE 9" PINE 4" HOLLY 10" PEAR 8" PEAR 16" PINE 24" PINE H/C VAN H/C UC UC UC FO FO UE UE W W W W SS SS UE UE UE UE UE UE UE UE UE UE FOFO TU P E L O D R S S SS S S SS S S SS S S W W W W W W W W 5" PEAR 12" PINE 4" PEAR 12" PINE 12" PINE 7" PEAR 18" PINE 22" OAK 20" PINE 20" OAK 18" PINE 12" MYRTLE 12" MYRTLE 15" LONG LEAF PINE 10" MYRTLE 18" PINE 11" OAK 18" PINE 8" PINE UC UC UC FO FO FO FO FO FO F O UE UE UE UE UE U E UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS UE FO L A K E E M E R A L D D R I V E E Date: Ne w H a n o v e r C o u n t y , N C SM I T H C R E E K P A R K P H A S E 2 A REVISIONS La n d s c a p e A r c h i t e c t u r e , P L L C Ha t c h e l l Su s a n 71 1 W . N o r t h S t r e e t , R a l e i g h , N C 2 7 6 0 3 p: 9 1 9 - 8 3 8 - 9 6 0 0 f : 9 1 9 - 8 3 8 - 9 7 0 0 60% DESIGN DEVELOPMENT DRAWINGS NOT FOR CONSTRUCTION 10/24/23 SW-10 4020 80 SCALE: 1" = 40' - 0" 0 PL A N T I N G P L A N PLANTING NOTES: 1. THE LANDSCAPE PLANTING CONTRACTOR SHALL BE A LICENSED LANDSCAPE CONTRACTOR IN NC, AND SHALL PROVIDE PROOF OF LICENSE AFTER BIDDING. 2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS, DEPTHS, QUANTITIES, DISTANCES, ANGLES AND SLOPES PRIOR TO ORDERING MATERIALS OR INSTALLING PROJECT. 3. CONTRACTOR SHALL ACCEPT ACTUAL CONDITIONS AT THE SITE AND PERFORM THE WORK SPECIFIED WITHOUT ADDITIONAL COMPENSATION FOR POSSIBLE VARIATION FROM GRADES AND CONDITIONS SHOWN WHETHER SURFACE OR SUBSURFACE, EXCEPT AS PROVIDED FOR BY THE CONTRACT DOCUMENTS. 4. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT FOR ANY PLANT SUBSTITUTIONS OF SPECIES, SIZES, OR TYPE OF CONTAINER. 5. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR THE PROTECTION OF THESE UTILITIES DURING THE CONSTRUCTION OF THE PROJECT, AND SHALL PROMPTLY REPAIR AND RESTORE SERVICES AT NO ADDITIONAL COST TO THE OWNER. 6. THE CONTRACTOR SHALL VISIT THE SITE, FAMILIARIZE HIMSELF WITH ACTUAL CONDITIONS AND VERIFY EXISTING CONDITIONS IN THE FIELD. 7. CONTRACTOR SHALL MAINTAIN CAREFULLY ALL BENCH MARKS, MONUMENTS AND OTHER REFERENCED POINTS. IF DISTURBED OR DESTROYED, THE CONTRACTOR SHALL REPLACE AS DIRECTED AT NO ADDITIONAL COST TO THE OWNER. 8. CONTRACTOR SHALL BECOME THOROUGHLY FAMILIAR WITH THE FULL SET OF CONSTRUCTION DRAWINGS AND SPECIFICATIONS FOR COORDINATION WITH UTILITIES. 9. CONTRACTOR WILL LEAVE DISTURBED AREAS LEVEL AND RAKED SMOOTH, REMOVING ALL ROCKS AND DEBRIS. 10. IF FORMAL ARRANGEMENTS OR CONSECUTIVE ORDER OF TREES OR SHRUBS IS SHOWN, SELECT STOCK FOR UNIFORM HEIGHT AND SPREAD FROM SAME SOURCE TO ASSURE SYMMETRY IN PLANTING. 11. IF ANY EXISTING CONDITIONS OUTSIDE THE CONTRACT LIMITS, CURBS, SIDEWALKS, TURF AREAS AND PAVING ARE DAMAGED IN PERFORMANCE OF THIS WORK, THEY SHALL BE RESTORED WITHOUT EXTRA COST TO THE OWNER IN THE MANNER PRESCRIBED BY AUTHORITIES HAVING JURISDICTION. 12. CONTRACTOR SHALL REPORT ALL DISCREPANCIES TO LANDSCAPE ARCHITECT. IN CASE OF DISCREPANCY BETWEEN THE QUANTITY OF PLANTS ON THE PLANS COMPARED TO THE PLANT LIST, THE CONTRACTOR SHALL SUPPLY QUANTITIES AS DRAWN ON PLANS. 13. CONTRACTOR SHALL SEED ALL AREAS DISTURBED DURING INSTALLATION NOT SPECIFIED TO BE COVERED BY MULCH. AREAS DAMAGED FROM ACTIVITIES OF CONTRACTOR TO BE RESEEDED AND ESTABLISHED AT NO ADDITIONAL COST TO THE OWNER. 14. CONTRACTOR TO PREPARE PLANTING BEDS PER THE SPECIFICATIONS. 15. CONTRACTOR IS RESPONSIBLE FOR IMPORTING, TESTING AND PREPARING THE SOIL ON SITE PER THE SPECIFICATIONS. 16. ALL SIX FOOT MULCH RINGS AND STAND ALONE MULCH AREAS SHALL BE BE MULCHED WITH A 3" LAYER OF TRIPLE SHREDDED HARDWOOD MULCH UNLESS OTHERWISE NOTED ON THE CONTRACT DRAWINGS. ALL MULCH AREAS SHOWN TO TIE INTO NATURAL AREAS SHALL BE MULCHED WITH TRIPLE SHREDDED HARDWOOD MULCH FEATHERED BACK TO CREATE SMOOTH TRANSITIONS. 17. ALL AREAS WITHIN PROJECT LIMITS SHALL BE EITHER PAVED, SEEDED OR MULCHED. SUBMIT SAMPLES FOR APPROVAL. NAD 83 NC GRID MATCHLINE - SEE AREA AT LEFT MATCHLINE - SEE AREA AT RIGHT 20'-WIDE TRANSITIONAL BUFFER 1 2 ' - W I D E S T R E E T Y A R D 2 0 ' - W I D E T R A N S I T I O N A L B U F F E R PLANTING CALCULATIONS: A. GENERAL STANDARDS FOR LANDSCAPING (PER THE NEW HANOVER COUNTY (NHC) UNIFIED DEVELOPMENT ORDINANCE (UDO) SECTION 5.4.2) ·A MINIMUM OF 15 TREES OF AT LEAST TWO INCHES DBH OR TWO CALIPER INCHES, AS APPLICABLE, SHALL BE RETAINED OR PLANTED ON A PARCEL WHERE DEVELOPMENT OCCURS FOR EACH ACRE OR PROPORTIONATE AREA DISTURBED BY THE DEVELOPMENT. TREES RETAINED ON THE PARCEL IN ACCORDANCE WITH SECTION 5.3, TREE RETENTION SHALL COUNT TOWARD THIS REQUIREMENT. AREA OF SITE DISTURBANCE: 6.4 ACRES REQUIRED TREES:96 (6.4 ACRES X 15 TREES) RETAINED TREES:283 SURVEYED EXISTING PINES AND OAKS (ALL 8" DBH OR GREATER) B. TRANSITIONAL BUFFER STANDARDS (PER THE NHC UDO TABLE 5.4.3.B.2) ·TYPE A: OPAQUE BUFFER OPTION 1: VEGETATION ONLY REQUIRES THAT THE MINIMUM BUFFER WIDTH SHALL BE 50 PERCENT OF THE MINIMUM REQUIRED SETBACK AS SET FORTH IN ARTICLE 3: ZONING DISTRICTS, 20 FEET, OR 25 PERCENT OF THE MINIMUM STRUCTURE SETBACK FOR TALLER STRUCTURES OUTLINED IN SECTION 3.1.3.C, WHICHEVER IS GREATER. PLANTED MATERIALS SHALL BE A MINIMUM OF SIX FEET IN HEIGHT AND PROVIDE APPROXIMATELY FULL OPACITY WITHIN ONE YEAR OF PLANTING. A MINIMUM OF THREE ROWS OF PLANTED MATERIAL ARE REQUIRED. ·PER SECTION 5.4.3.B.2.C., IF EXISTING TREES AND SHRUBS IN THE LOCATION OF A REQUIRED TRANSITIONAL BUFFER MEET AT LEAST 50 PERCENT OF THE REQUIRED OPACITY STANDARDS, THEN THOSE TREES AND SHRUBS SHALL BE RETAINED FOR USE IN BUFFERING AND SUPPLEMENTED AS NEEDED WITH PLANTINGS, FENCES, AND/OR BERMS TO MEET THE STANDARDS OF THIS SUBSECTION. TRANSITIONAL BUFFER PROVIDED: 20'-WIDE REQUIRED PLANTING:UNDISTURBED EXISTING PINE-DOMINATED FOREST VEGETATION TO REMAIN IN BUFFER AREA TO PROVIDE REQUIRED VEGETATION. PLANNING DIRECTOR TO DETERMINE IF SUPPLEMENTAL PLANTING IS NEEDED TO MEET THE BUFFER REQUIREMENTS C. PARKING LOT PERIMETER LANDSCAPING (PER THE NHC UDO TABLE 5.4.5.B) ·A LANDSCAPED STRIP SHALL BE REQUIRED ALONG ANY SIDE OF A PARKING LOT ABUTTING LAND IN A RESIDENTIAL ZONING DISTRICT. ·THE PERIMETER LANDSCAPING STRIP SHALL BE A MINIMUM OF TEN FEET IN WIDTH. ·A MINIMUM OF ONE EVERGREEN OR DECIDUOUS TREE FOR EVERY 20 LINEAR FEET OF PLANTING STRIP ON AVERAGE, ROUNDED TO THE HIGHEST WHOLE NUMBER,SHALL BE PLANTED WITHIN THE PLANTING STRIP. PARKING LOT PERIMETER AREA: 215 LF REQUIRED TREES:(11) EVERGREEN OR DECIDUOUS TREES (215 LF / 20 LF) PROVIDED TREES:UNDISTURBED EXISTING PINE-DOMINATED FOREST VEGETATION TO REMAIN WITHIN AN APPROXIMATE 100'-WIDE AREA BETWEEN THE PARKING LOT AND RESIDENTIAL PROPERTIES TO PROVIDE THE REQUIRED LANDSCAPE STRIP D. PARKING LOT INTERIORS (PER THE NHC UDO TABLE 5.4.5.C) ·LANDSCAPED AREAS IN THE INTERIOR OF PARKING LOTS SHALL BE EQUAL TO EIGHT PERCENT OF THE TOTAL AREA TO BE USED FOR PARKING, LOADING, AUTOMOBILE SALES, DRIVEWAYS, INTERNAL DRIVE AISLES, AND OTHER VEHICULAR OR PEDESTRIAN USE. TOTAL VEHICULAR USE AREA :39,160 SF REQUIRED INTERIOR LANDSCAPE AREA: 3,133 SF (39,160 SF X 8%) PROVIDED INTERIOR LANDSCAPE AREA: 7,690 SF WITH 3,200 SF COVERED WITH MULCH AND PLANTING ·ONE PLANTED OR EXISTING TREE SHALL BE REQUIRED FOR EVERY 144 SQUARE FEET ROUNDED TO THE NEXT LOWEST WHOLE NUMBER OF TOTAL INTERIOR LANDSCAPED AREA, WITH A MINIMUM OF ONE TREE IN EACH ISLAND. REQUIRED TREES:22 TREES (3,133 SF / 144 SF) EXISTING TREES ALONG DRIVE: 8 TREES PROVIDED TREES:22 (INCLUDES 8 EXISTING TREES) 100% OF PROPOSED TREES ARE OF A SHADE/CANOPY SPECIES. NO PARKING SPACE IS MORE THAN 120 LF FROM A LANDSCAPED ISLAND. E. STREET YARD STANDARDS (PER NHC UDO TABLE 5.4.6.B: STREET YARD AREA STANDARDS) ·TWELVE (12) SQUARE FEET FOR EVERY LINEAR FOOT OF STREET YARD FRONTAGE IS REQUIRED. THE WIDTH OF DRIVEWAYS AND WALKWAYS/SIDEWALKS ARE NOT INCLUDED IN THE LINEAR STREET FRONTAGE. FOR EVERY 600 SQUARE FEET OF STREET YARD AREA ON AVERAGE, ONE (1) CANOPY/SHADE TREE AND SIX (6) SHRUBS (12 INCHES IN HEIGHT AT TIME OF PLANTING) SHALL BE PROVIDED. STREET YARD FRONTAGE: 60 LF LESS DRIVEWAY AND TRAIL = 28 LF STREET YARD PLANTING AREA: 336 SF (28 LF X 12 LF) REQUIRED PLANTING:(1) CANOPY TREE AND (6) SHRUBS PROVIDED PLANTING:(1) CANOPY TREE AND (6) SHRUBS F. FOUNDATION PLANTINGS (PER NHC UDO SECTION 5.4.7) ·FOUNDATION PLANTINGS LOCATED BETWEEN THE BUILDING FACE AND THE PARKING LOT OR DRIVE AISLE SHALL BE REQUIRED FOR ALL PORTIONS OF BUILDINGS ADJACENT TO PARKING LOTS OR INTERNAL DRIVE AISLES. THE PLANTING AREA SHALL BE 12 PERCENT OF THE AREA OF THE BUILDING FACE ADJACENT TO THE PARKING AREA OR INTERNAL DRIVE. REQUIRED PLANTING: 12 LF (95 LF X 12%) PROVIDED PLANTING:30 LF SEE PLANTING PLAN ENLARGEMENT SHEET SW-11 1-NS Notes PLANT SCHEDULE FOR SHEET SW-10 SHADE/CANOPY TREES SpacingSizeCommon NameBotanical NameQTY.Key 7LS Fruitless SweetgumLiquidambar styraciflua 'Rotundiloba' NS Black GumNyssa sylvatica As shown2 12" cal. BB8 As shown Specimen quality 2 12" cal. BB SHEET KEY SW-10 2-LS 1-LS 1-NS 1-NS 1-LS SIGN 1-LS 2-NS 2-NS 2-LS Specimen quality PLANTING BY OTHERS INCLUDED FOR REFERENCE ONLY 10'-WIDE SIDE SETBACK 2 5 ' - W I D E F R O N T S E T B A C K 1-NS 27'- 6 " 154'-0 " EXAMPLE EXISTING VEGETATION IN THE TRANSITIONAL BUFFER AREAS IVN Dwarf Yaupon SHRUBS As shown67 Gal.18" HT. min.Ilex vomitoria 'Nana' 6-IVN DRAFT H/C VAN H/C SW-11 PL A N T I N G P L A N AN D D E T A I L S Date: Ne w H a n o v e r C o u n t y , N C SM I T H C R E E K P A R K P H A S E 2 A REVISIONS La n d s c a p e A r c h i t e c t u r e , P L L C Ha t c h e l l Su s a n 71 1 W . N o r t h S t r e e t , R a l e i g h , N C 2 7 6 0 3 p: 9 1 9 - 8 3 8 - 9 6 0 0 f : 9 1 9 - 8 3 8 - 9 7 0 0 60% DESIGN DEVELOPMENT DRAWINGS NOT FOR CONSTRUCTION 10/24/23 1.THIS STANDARD APPLIES TO SINGLE AND MULTI-STEM TREES. 2.NO SYNTHETIC FABRIC IS ALLOWED ON ROOT BALL. 3.DO NOT INSTALL TREES DURING PERIODS OF WET OR FROZEN SOIL CONDITIONS. 4. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS. 5.SET TREE PLUMB IN ALL DIRECTIONS. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING THE TREE UPRIGHT AND PLUMB IN ALL DIRECTIONS. 6.DO NOT CUT OR PRUNE CENTRAL LEADER EXCEPT TO STABILIZE DAMAGE OR AS DIRECTED BY OWNER. 7.REMOVE ALL BALL TIES OR STRAPPING FROM ROOT BALL. 8.DO NOT STAKE TREES EXCEPT WHERE SPECIFIED BY LANDSCAPE ARCHITECT. IF STAKING IS NECESSARY, USE TWO OPPOSING STAKES WITH SEPARATE FLEXIBLE TIES. REMOVE STAKING AT END OF FIRST GROWING SEASON. 9.WHERE SEVERAL TREES WILL BE PLANTED CLOSE TOGETHER SUCH THAT THEY WILL LIKELY SHARE ROOT SPACE, TILL IN SOIL AMENDMENTS TO A DEPTH OF 6 INCHES OVER THE ENTIRE AREA. 10.FOR CONTAINER-GROWN TREES, USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER. 11. THE PLANTING PROCESS IS SIMILAR FOR DECIDUOUS AND EVERGREEN TREES. ROOT COLLAR MUST BE CLEARLY VISIBLE ABOVE GRADE TOP OF ROOTBALL TO BE MIN. 2 INCHES TO MAX. 4 INCHES ABOVE FINISHED GRADE 3 INCH LAYER OF TRIPLE SHREDDED HARDWOOD MULCH OR PINE STRAW MULCH AS SHOWN ON PLANS, NO MULCH WITHIN 6 INCHES OF TRUNK TREE PIT SHALL BE MIN. TWICE ROOT BALL DIA. TAMP SOIL ONLY AT BASE TO STABILIZE TREE. THE DEPTH OF THE PLANTING HOLE SHOULD NOT BE DEEPER THAN THE ROOT BALL. SET BALL ON UNDISTURBED SOIL. IF SOIL HAS BEEN PREVIOUSLY DISTURBED, LIGHTLY COMPACT SOIL UNDER ROOT BALL. DO NOT OVER COMPACT. BACKFILL IN LAYERS WITH SPECIFIED SOIL, THEN WATER TO SETTLE SOIL NOTE: WIDTH OF PLANTING HOLE IS 3 TIMES ROOT BALL DIA. IN HIGHLY COMPACTED OR CLAY SOIL, AND 2 TIMES THE ROOT BALL DIA. MIN. IN ALL OTHER CONDITIONS DO NOT WRAP TRUNK. MARK THE NORTH SIDE OF THE TREE IN THE NURSERY AND LOCATE TO THE NORTH IN THE FIELD CENTRAL LEADER DO NOT STAKE TREES EXCEPT WHERE SPECIFIED BY LANDSCAPE ARCHITECT. IF STAKING IS NECESSARY, USE TWO OPPOSING STAKES WITH SEPARATE FLEX TIES. OWNER TO REMOVE AT END OF FIRST GROWING SEASON. FINISHED GRADE 4 INCH DEEP COMPACTED EARTH SAUCER REMOVE TOP 23 OF WIRE BASKET WHERE PRESENT AND REMOVE FROM TREE PIT TILL SOIL TO A DEPTH OF 6 INCHES UP TO 4 FEET RADIUS FROM THE TRUNK CUT BURLAP, ROPE AND WIRE BASKET AWAY FROM TOP AND SIDES OF ROOT BALL IF PLANTING HOLES ARE DUG WITH A LARGE AUGER, BREAKING DOWN THE SIDES WITH A SHOVEL CAN ELIMINATE GLAZING AND CREATE THE PREFERRED SLOPING SIDE. "V" TRENCH AROUND ENTIRE PLANTING BED FOLD BURLAP FROM TOP 1/3 OF ROOT BALL DOWN INTO GROUND EDGE OF PLANTING BED EXISTING ADJACENT GRADE BUILD 3"-4" HIGH SAUCER TO RETAIN WATER KEEPING INVERT OF SAUCER THE SAME AS FINISHED GRADE 6" UNMULCHED RADIUS AROUND TRUNK OF SHRUB SET TOP OF ROOT BALL 2"-3" ABOVE ADJACENT GRADE LOOSEN ROOT BALL, CUT MATTED OR ENCIRCLING ROOTS AND SPREAD ROOTS OUT EVENLY UNDISTURBED SOIL LINE. IF SOIL HAS BEEN PREVIOUSLY DISTURBED, LIGHTLY COMPACT SOIL 12" UNDER ROOT BALL. BALLED & BURLAPPED SHRUB CONTAINER GROWN SHRUB 3" UNMULCHED RADIUS AROUND TRUNK OF SHRUB SET TOP OF ROOT BALL 2"-3" ABOVE ADJACENT GRADE LOOSEN ROOT BALL, CUT MATTED OR ENCIRCLING ROOTS AND SPREAD ROOTS OUT EVENLY NOTES: 1. SEE SPECIFICATIONS FOR DETAILS ON PLANT BED PREPARATION. 2. DO NOT INSTALL SHRUBS DURING PERIODS OF WET OR FREEZING SOIL CONDITIONS. 3. NO SYNTHETIC FABRIC IS ALLOWED ON ROOT BALLS. 4. REMOVE ALL BALL TIES OR STRAPPING FROM ROOT BALL. 5. FOR MASS PLANTINGS OF SHRUBS AND GROUNDCOVERS, USE STAGGERED ROWS WITH EQUAL SPACING BETWEEN ALL PLANTS. 6. TAMP SOIL FIRMLY AS PIT IS FILLED AROUND EACH PLANT BALL. 3" DEEP LAYER OF TRIPLE SHREDDED HARDWOOD MULCH OR PINE STRAW MULCH AS SHOWN ON PLANS BACKFILL WITH PREPARED TOPSOIL/AMENDED NATIVE SOIL IN 9" LAYERS, WATER EACH LAYER UNTIL SETTLED. (DO NOT TAMP) 3" DEEP LAYER OF TRIPLE SHREDDED HARDWOOD MULCH OR PINE STRAW MULCH AS SHOWN ON PLANS BUILD 3"-4" HIGH SAUCER TO RETAIN WATER KEEPING INVERT OF SAUCER THE SAME AS FINISHED GRADE BACKFILL WITH PREPARED TOPSOIL/ AMENDED NATIVE SOIL IN 9" LAYERS, WATER EACH LAYER UNTIL SETTLED. (DO NOT TAMP) V-TRENCH ALONG EDGE OF PLANTING BED EQUAL SPACING BETWEEN ALL PLANTS STAGGERED ROWS, TYP. SEE LANDSCAPE DRAWINGS FOR SPACING NOTES: 1. APPLY 3" LAYER OF TRIPLE SHREDDED HARDWOOD MULCH OR PINE STRAW MULCH AS SHOWN ON PLANS. 2. CUT BED EDGE WITH SPADE TO CREATE CONSISTENT, CLEAN, STRAIGHT EDGE. SPECIFIED SOIL TURF 3" TRIPLE SHREDDED HARDWOOD MULCH OR PINE STRAW MULCH AS SHOWN ON PLANS 4" 4" NOTES: 9" TYP 1 SW-11 TREE PLANTING Not to Scale 2 SW-11 SHRUB PLANTING Not to Scale PLANTING BY OTHERS INCLUDED FOR REFERENCE ONLY PLANTING PLAN ENLARGEMENT SCALE: 1" = 20' - 0" PINE STRAW MULCH ACCESS PATH 5-IVN 3-CA 9-RF 3-CA 9-RF 5-CA 5-IVN BEDLINE, TYP. 7-MC 7-IVN 5-IG 7-MC 5-IG 5-CA 5-IVN 2010 40 SCALE: 1" = 20' - 0" 0 NAD 83 NC GRID Notes PLANT SCHEDULE FOR SHEET SW-11 SpacingSizeCommon NameBotanical NameQTY.Key IVN Dwarf Yaupon SHRUBS 7 Gal.IG Dwarf InkberryIlex glabra 'Shamrock' Clethra alnifolia 'Hummingbird'3 Gal.CA Dwarf Summersweet As shown As shown As shown 18" HT. min. Muhlenbergia capillaris 1 Gal.MC Muhly Grass 24" O.C. 1 Gal.RF Black-Eyed SusanRudbeckia fulgida 'Goldsturm' 40 35 52 127 7 Gal.18" HT. min.Ilex vomitoria 'Nana' 18" HT. min. GRASSES AND PERENNIALS 18" O.C. 88 MULCH 5-CA 17-RF 7-CA MULCH 9-IG 9-IG 17-MC 25-RF 15-RF 15-MC 9-IVN 17-RF MULCH 5-IVN BEDLINE 25-MC MULCH 7-IG BEDLINE 9-IVN 7-CA 20-RF BEDLINE MULCH 17-MC 15-RF 7-IVN 5-CA DRAFT N/F GORDON R O A D O W N E R S A S S N PIN: 3149-5 4 - 4 5 6 9 . 0 0 0 DB 6051 PG 1 3 6 8 N/F KEVIN HAR L A J O H N S O N MDM PROP E R T I E S L L C PIN: 3149-54 - 7 6 1 6 . 0 0 0 N/F CLEARWAT E R P R E S E R V E H O A I N C PIN: 3149-5 4 - 6 8 1 1 . 0 0 0 DB 6052 PG 1 0 5 2 N/F EMMANUEL B . I B A R R A PIN: 3149-5 4 - 6 8 2 8 . 0 0 0 DB 6509 PG 1 2 5 5 N/F DERRICK DA N A B L A N K S PIN: 3149-54 - 6 8 9 5 3 . 0 0 0 DB 6090 PG 5 6 8 N/F MATTHEW P . R A Y a n d J E N N I F E R M . R A Y PIN: 3149-5 4 - 6 9 8 9 . 0 0 0 DB 6464 PG 1 6 3 3 N/F JEAN B. CA B A N T O U S a n d T R I C I A S M I T H PIN: 3149-5 5 - 7 0 1 4 . 0 0 0 DB 6513 PG 4 1 N/F KASSIE M. C O L E Y PIN: 3149-5 5 - 7 1 4 0 . 0 0 0 DB 6258 PG 1 9 5 1 N/F MARIA E. CR E S P O PIN: 3149-55 - 7 1 8 5 . 0 0 0 DB 6188 PG 2 1 8 7 STEPHANI E E T V I R S M I T H PIN: 3149-5 5 - 8 2 0 1 . 0 0 0 DB 6448 PG 9 0 9 RONALD J. B O W S E R a n d N/F DAWN O. S I M M O N S PIN: 3149-54 - 1 7 7 5 . 0 0 0 DB 1350 PG 1 7 5 2 N/F JERONE E . K A H A M PIN: 3149-5 4 - 0 7 4 1 . 0 0 0 DB 1452 PG 8 8 2N/F JOE CHARL E S H R S N/F HATTIE W. S C H M I D T PIN: 3149-4 4 - 7 8 0 6 . 0 0 0 DB 5318 PG 9 7 0 N/F NEW HANO V E R C O U N T Y PIN: 3149-3 5 - 9 9 6 2 . 0 0 0 DB 5940 P G 1 1 7 5 29. 0 30.0 35.0 40.0 43.0 4 2 . 0 4 3 . 0 44 . 0 44.0 42 . 0 41.0 41 . 0 40.0 35.0 36.0 40. 0 39. 038. 0 37 . 0 36.0 35.0 35.0 36.0 37.0 38.0 39.0 39.0 37.0 43.0 48.0 53.0 43.0 45.0 42. 0 45 . 0 37.0 38. 0 40.0 41.0 42.0 43. 035.0 34 . 0 31.032.033.0 34.0 35.0 36.0 37.0 38.0 37.0 38.0 38.0 44.0 44 . 0 37.0 44.0 42.0 42.0 45.0 41. 0 37.0 38 . 0 45 . 0 38.0 500373 41.645 SEWER MANHOL E X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X PR O P E R T Y L I N E PROPER T Y L I N E 2% 2 % 2% 2% 2% 2% 2 % 2% 4 2 41 4 0 39 38 37 36 3 5 3 4 33 33 33 33 34 35 36 37 3 7 3 7 36 37 38 42 41 40 39 38 37 38 39 38 37 36 36 37 43 4 3 42 2% 1%2% 2%0% 2%1% 2% SD L A K E E M E R A L D D R I V E E TUPE L O D R I V E LO D L O D L O D L O D LO D L O D LOD LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D L O D L O D LO D LO D L O D LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD L O D L O D LO D LO D LO D L O D L O D L O D L O D L O D L O D L O D LO D LO D LO D L O D LO D C-1.0 4020 80 SCALE: 1" = 40' - 0" NAD 83 NC GRID 0 MATCHLINE - SEE SHEET C-1.1 MA T C H L I N E - S E E S H E E T C - 1 . 3 SHEET KEY GR A D I N G A N D DR A I N A G E PL A N Date: Ne w H a n o v e r C o u n t y , N C SM I T H C R E E K P A R K P H A S E 2 A REVISIONS 11/01/23 EN G I N E E R S C O N S T R U C T I O N M A N A G E R S P L A N N E R S S C I E N T I S T S RE S P O N S I V E P E O P L E C R E A T I V E S O L U T I O N S P: ( 9 1 9 ) 8 7 8 - 9 5 6 0 NC L I C E N S E N O . F - 0 1 1 2 60% DESIGN DEVELOPMENT DRAWINGS NOT FOR CONSTRUCTION La n d s c a p e A r c h i t e c t u r e , P L L C Ha t c h e l l Su s a n 71 1 W . N o r t h S t r e e t , R a l e i g h , N C 2 7 6 0 3 p: 9 1 9 - 8 3 8 - 9 6 0 0 f : 9 1 9 - 8 3 8 - 9 7 0 0 La n d s c a p e A r c h i t e c t u r e , P L L C Ha t c h e l l Su s a n 71 1 W . N o r t h S t r e e t , R a l e i g h , N C 2 7 6 0 3 p: 9 1 9 - 8 3 8 - 9 6 0 0 f : 9 1 9 - 8 3 8 - 9 7 0 0 C-1.0 C-1.3 C-1.1 C-1.2 PROPOSED 8' WIDE ASPHALT MULTI-USE TRAIL, TYP. PROPOSED LIMITS OF DISTURBANCE (LOD) PROPOSED 18" CORRUGATED HDPE 42 L.F. PROPOSED RIP RIP APRON, TYP. PROPOSED CONVEYANCE DITCH, TYP. PROPOSED 24' ASPHALT ENTRANCE ROAD, TYP. PROPOSED 2x15" CORRUGATED HDPE 30 L.F. EACH PROPOSED 18" CORRUGATED HDPE 29 L.F. PROPOSED 2X18" CORRUGATED HDPE 22 L.F. EACH LEGEND PIPE WITH RIP RAP PAD WATER EXISTING TRAIL EXISTING WETLAND EXISTING PROPERTY LINE EXISTING MULTI-USE PATH EX. CONTOUR DITCH FLOW PROP CONTOUR PROP ASPHALT MULTI-USE TRAIL PROP CONCRETE SIDEWALK PIPE INLET SEDIMENT TRAP COIR FIBER WATTLE BARRIER COIR FIBER WATTLE SILT FENCE SILT FENCESILT FENCE OUTLET CONSTRUCTION ENTRANCE PROP SUPERELEVATION 2% LIMITS OF DISTURBANCE LOD EX. FOOT TRAIL TO REMAIN, TYP. FULL ASPHALT REPAIR DRAFT N/F CLEARWAT E R P R E S E R V E H O A I N C PIN: 3149-65 - 1 8 3 9 . 0 0 0 DB 6052 PG 1 0 5 2 N/F JAMES V. C O L A N G E L O J R . a n d SUZANNE M . C O L A N G E L O PIN: 3149-5 5 - 9 3 0 7 . 0 0 0 DB 6122 PG 2 1 0 1 N/F MICHAEL P I R O Z Z I PIN: 3149-5 5 - 9 4 3 2 . 0 0 0 DB 6374 PG 1 1 8 2 N/F THU V DE T R U O N G a n d T R A N T . T R U O N G PIN: 3149-5 5 - 9 4 5 9 . 0 0 0 DB 6088 PG 1 9 8 5 N/F CHASE BRI T T I A N Y B A R D E N PIN: 3149-5 5 - 9 5 6 5 . 0 0 0 DB 6094 PG 1 6 2 4 N/F PHILIP J. R O S E a n d M A G G I E H . R O S E PIN: 3149-5 5 - 9 6 8 1 . 0 0 0 DB 6079 PG 2 6 8 N/F FRANK E. F O R T E PIN: 3149-5 5 - 9 6 9 8 . 0 0 0 DB 6076 PG 1 9 5 7 N/F NEW HANO V E R C O U N T Y PIN: 3149-3 5 - 9 9 6 2 . 0 0 0 DB 5940 PG 1 1 7 5 38.0 41.0 40.0 38.0 37.0 38.0 37.0 38.0 37.0 37.0 39.0 38.0 41.0 39.0 42.0 41.0 42.0 38.0 39.0 40. 0 36.0 40.0 39.0 39.0 40.0 41 . 0 4 2 . 0 40.0 40.0 39.0 39.0 41.0 40.039.0 41.0 42.0 37.0 39.0 38.0 40.0 41.0 4 3 . 0 41 . 0 31.0 35.0 40.0 30.0 35.0 31.0 35.0 40.0 39.0 38.0 37.0 36.0 34.0 33.0 32.031.0 39.0 34.0 35.0 38.0 37.0 37.0 37.0 40 . 0 43.0 X X X X X X X X X X X X X X X X X X X X X X XH/C VAN H/C PROPERTY LINE PR O P E R T Y L I N E 2% 2% 2% 2% 2% 2% 2%2% 2% 36 37 38 39 40 41 41 4 1 4 2 4 2 42 38 38 39 40 41 4 1 4141 41 40 40 41 4040 40 40 4041 39 40 40 40 41 2% 2% 2% 2% EX. 1.35 ACRE PRIVATE INFILTRATION BASIN EX. PAVED TRAIL EX. PAVED TRAIL LO D LO D LO D L O D LOD LOD LO D LO D LO D LO D LO D LOD LOD LODLOD LOD LOD LODLODLODLODLOD LOD LOD LOD LO D LODLODLODLOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLOD LOD LO D LO D LO D LOD LOD LO D LOD LOD LOD LOD LOD LOD LO D LO D L O D 41.0 40.0 41.0 42.0 43.0 42.0 43.0 42.0 2% 42 42 4 1 4 0 3 9 3 8 3 7 EX. PAVED TRAIL LOD LOD LOD LOD C-1.1 4020 80 SCALE: 1" = 40' - 0" NAD 83 NC GRID 0 MATCHLINE - SEE SHEET C-1.0 MA T C H L I N E - S E E S H E E T C - 1 . 2 MA T C H L I N E - S E E A R E A B E L O W MA T C H L I N E - S E E A R E A A B O V E GR A D I N G A N D DR A I N A G E PL A N SHEET KEY Date: Ne w H a n o v e r C o u n t y , N C SM I T H C R E E K P A R K P H A S E 2 A REVISIONS 11/01/23 EN G I N E E R S C O N S T R U C T I O N M A N A G E R S P L A N N E R S S C I E N T I S T S RE S P O N S I V E P E O P L E C R E A T I V E S O L U T I O N S P: ( 9 1 9 ) 8 7 8 - 9 5 6 0 NC L I C E N S E N O . F - 0 1 1 2 60% DESIGN DEVELOPMENT DRAWINGS NOT FOR CONSTRUCTION La n d s c a p e A r c h i t e c t u r e , P L L C Ha t c h e l l Su s a n 71 1 W . N o r t h S t r e e t , R a l e i g h , N C 2 7 6 0 3 p: 9 1 9 - 8 3 8 - 9 6 0 0 f : 9 1 9 - 8 3 8 - 9 7 0 0 La n d s c a p e A r c h i t e c t u r e , P L L C Ha t c h e l l Su s a n 71 1 W . N o r t h S t r e e t , R a l e i g h , N C 2 7 6 0 3 p: 9 1 9 - 8 3 8 - 9 6 0 0 f : 9 1 9 - 8 3 8 - 9 7 0 0 PROPOSED 8' WIDE ASPHALT MULTI-USE TRAIL, TYP. PROPOSED LIMITS OF DISTURBANCE (LOD) PROPOSED CONCRETE PAD FFE = 39.00 FT PROPOSED PARKINGPROPOSED DITCH, TYP PROPOSED RETAINING WALL, TYP SEE SHEET C-1.5 PROPOSED CONNECTION TO EXISTING MULTI-USE TRAIL PROPOSED CURB, TYP. C-1.0 C-1.3 C-1.1 C-1.2 LEGEND PIPE WITH RIP RAP PAD WATER EXISTING TRAIL EXISTING WETLAND EXISTING PROPERTY LINE EXISTING MULTI-USE PATH EX. CONTOUR DITCH FLOW PROP CONTOUR PROP ASPHALT MULTI-USE TRAIL PROP CONCRETE SIDEWALK PIPE INLET SEDIMENT TRAP COIR FIBER WATTLE BARRIER COIR FIBER WATTLE SILT FENCE SILT FENCESILT FENCE OUTLET CONSTRUCTION ENTRANCE PROP SUPERELEVATION 2% LIMITS OF DISTURBANCE LOD STAGING AREA EX. FOOT TRAIL TO REMAIN, TYP. DRAFT 2 8 . 0 28.0 30.0 21.0 27.0 2 3 . 0 20.0 32. 0 33.0 33.0 34.0 36.0 35.0 37.036.0 37.0 36.0 35.0 36.0 35.0 36.0 24.0 29 . 0 30 . 0 31.0 21 . 0 21 . 0 29.0 PROPERTY LINE 2% 2 % 2%2% 2% 2% 28 29 30 31 32 33 34 35 36 37 37 36 EX. PAVED TRAIL LODLOD LOD LOD LOD LODLOD LODLOD LODLODLODLODLODLOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LODLODLODLOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD C-1.2 4020 80 SCALE: 1" = 40' - 0" NAD 83 NC GRID 0 MATCHLINE - SEE SHEET C-1.3 MA T C H L I N E - S E E S H E E T C - 1 . 1 SHEET KEY GR A D I N G A N D DR A I N A G E PL A N Date: Ne w H a n o v e r C o u n t y , N C SM I T H C R E E K P A R K P H A S E 2 A REVISIONS 11/01/23 EN G I N E E R S C O N S T R U C T I O N M A N A G E R S P L A N N E R S S C I E N T I S T S RE S P O N S I V E P E O P L E C R E A T I V E S O L U T I O N S P: ( 9 1 9 ) 8 7 8 - 9 5 6 0 NC L I C E N S E N O . F - 0 1 1 2 60% DESIGN DEVELOPMENT DRAWINGS NOT FOR CONSTRUCTION La n d s c a p e A r c h i t e c t u r e , P L L C Ha t c h e l l Su s a n 71 1 W . N o r t h S t r e e t , R a l e i g h , N C 2 7 6 0 3 p: 9 1 9 - 8 3 8 - 9 6 0 0 f : 9 1 9 - 8 3 8 - 9 7 0 0 La n d s c a p e A r c h i t e c t u r e , P L L C Ha t c h e l l Su s a n 71 1 W . N o r t h S t r e e t , R a l e i g h , N C 2 7 6 0 3 p: 9 1 9 - 8 3 8 - 9 6 0 0 f : 9 1 9 - 8 3 8 - 9 7 0 0 PROPOSED 8' WIDE ASPHALT MULTI-USE TRAIL, TYP. PROPOSED LIMITS OF DISTURBANCE (LOD) EXISTING WETLAND TO REMAIN C-1.0 C-1.3 C-1.1 C-1.2 LEGEND PIPE WITH RIP RAP PAD WATER EXISTING TRAIL EXISTING WETLAND EXISTING PROPERTY LINE EXISTING MULTI-USE PATH EX. CONTOUR DITCH FLOW PROP CONTOUR PROP ASPHALT MULTI-USE TRAIL PROP CONCRETE SIDEWALK PIPE INLET SEDIMENT TRAP COIR FIBER WATTLE BARRIER COIR FIBER WATTLE SILT FENCE SILT FENCESILT FENCE OUTLET CONSTRUCTION ENTRANCE PROP SUPERELEVATION 2% LIMITS OF DISTURBANCE LOD EX. FOOT TRAIL TO REMAIN, TYP. DRAFT N/F HAWTHORN E A T S M I T H C R E E K A P A R T M E N T S L L C PIN: 3149-3 4 - 3 9 3 9 . 0 0 0 DB 6265 PG 1 1 2 0 35 . 0 36 . 0 36.0 3 2 . 0 3 3 . 0 34.0 31.0 30.0 33.0 32.0 33.0 30.0 29.0 29.0 28 . 0 27 . 0 28 . 0 36.0 31 . 0 32.0 30.0 28 . 0 X X X X PR O P E R T Y L I N E PROPERTY L I N E 2% 2% 2% 2% 2% 2% 3 7 3 6 36 37 38 37 36 35 3 4 3 3 32 32 33 34 33 3 2 3 1 30 29 29 30 29 28 LO D L O D LODLODLOD LOD LOD LOD LOD L O D LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LO D LOD LO D LODLOD LOD LOD LOD LOD LO D C-1.3 4020 80 SCALE: 1" = 40' - 0" NAD 83 NC GRID 0 MATCHLINE - SEE SHEET C-1.2 MA T C H L I N E - S E E S H E E T C - 1 . 0 SHEET KEY GR A D I N G A N D DR A I N A G E PL A N Date: Ne w H a n o v e r C o u n t y , N C SM I T H C R E E K P A R K P H A S E 2 A REVISIONS 11/01/23 EN G I N E E R S C O N S T R U C T I O N M A N A G E R S P L A N N E R S S C I E N T I S T S RE S P O N S I V E P E O P L E C R E A T I V E S O L U T I O N S P: ( 9 1 9 ) 8 7 8 - 9 5 6 0 NC L I C E N S E N O . F - 0 1 1 2 60% DESIGN DEVELOPMENT DRAWINGS NOT FOR CONSTRUCTION La n d s c a p e A r c h i t e c t u r e , P L L C Ha t c h e l l Su s a n 71 1 W . N o r t h S t r e e t , R a l e i g h , N C 2 7 6 0 3 p: 9 1 9 - 8 3 8 - 9 6 0 0 f : 9 1 9 - 8 3 8 - 9 7 0 0 La n d s c a p e A r c h i t e c t u r e , P L L C Ha t c h e l l Su s a n 71 1 W . N o r t h S t r e e t , R a l e i g h , N C 2 7 6 0 3 p: 9 1 9 - 8 3 8 - 9 6 0 0 f : 9 1 9 - 8 3 8 - 9 7 0 0 PROPOSED 8' WIDE ASPHALT MULTI-USE TRAIL, TYP. PROPOSED LIMITS OF DISTURBANCE (LOD) PROPOSED RIP RIP APRON, TYP. PROPOSED 15" CORRUGATEDHDPE 29 L.F. PROPOSED 15" CORRUGATED HDPE 30 L.F. PROPOSED 2x15" CORRUGATED HDPE 33 L.F. EACH C-1.0 C-1.3 C-1.1 C-1.2 LEGEND PIPE WITH RIP RAP PAD WATER EXISTING TRAIL EXISTING WETLAND EXISTING PROPERTY LINE EXISTING MULTI-USE PATH EX. CONTOUR DITCH FLOW PROP CONTOUR PROP ASPHALT MULTI-USE TRAIL PROP CONCRETE SIDEWALK PIPE INLET SEDIMENT TRAP COIR FIBER WATTLE BARRIER COIR FIBER WATTLE SILT FENCE SILT FENCESILT FENCE OUTLET CONSTRUCTION ENTRANCE PROP SUPERELEVATION 2% LIMITS OF DISTURBANCE LOD EX. FOOT TRAIL TO REMAIN, TYP. DRAFT 3: 1 3:1 or fl a t t e r D TYPICAL DITCH SECTION Natural Ground Not to Scale Max D = 1.5 ftSEE NOTE FOR LINER TYPE 1. PROVIDE NA GREEN S150 TEMP. LINING (STAPLE PATTERN D) OR APPROVED EQUAL, IF REQUIRED. NOTES C-1.4 GR A D I N G DE T A I L S Date: Ne w H a n o v e r C o u n t y , N C SM I T H C R E E K P A R K P H A S E 2 A REVISIONS 11/01/23 EN G I N E E R S C O N S T R U C T I O N M A N A G E R S P L A N N E R S S C I E N T I S T S RE S P O N S I V E P E O P L E C R E A T I V E S O L U T I O N S P: ( 9 1 9 ) 8 7 8 - 9 5 6 0 NC L I C E N S E N O . F - 0 1 1 2 60% DESIGN DEVELOPMENT DRAWINGS NOT FOR CONSTRUCTION La n d s c a p e A r c h i t e c t u r e , P L L C Ha t c h e l l Su s a n 71 1 W . N o r t h S t r e e t , R a l e i g h , N C 2 7 6 0 3 p: 9 1 9 - 8 3 8 - 9 6 0 0 f : 9 1 9 - 8 3 8 - 9 7 0 0 La n d s c a p e A r c h i t e c t u r e , P L L C Ha t c h e l l Su s a n 71 1 W . N o r t h S t r e e t , R a l e i g h , N C 2 7 6 0 3 p: 9 1 9 - 8 3 8 - 9 6 0 0 f : 9 1 9 - 8 3 8 - 9 7 0 0 1' 8"6" ABC 2" S9.5C LIGHT DUTY ASPHALT COMPACT SUBGRADE 98% STD. PROCTOR COMPACTED PAVEMENT (NTS) 98% MOD. PROCTOR PER NCDOT 8"4" ABC 1.5" S9.5C GREENWAY ASPHALT COMPACT SUBGRADE 98% STD. PROCTOR COMPACTED PAVEMENT (NTS) 98% MOD. PROCTOR PER NCDOT 2% 2%2' SHOULDER TYP. COMPACTED FILL OR CUT DRAFT 3:1 CUT/FILL Natu r a l Grou n d RETAINING WALL TYPICAL SECTION Natural Ground Not to Scale Max H = 2.0 ft H Natural Ground Multi-Use Asphalt Path 2% Superelevation41.0 42.0 43.0 2 % 42 41 4 0 3 9 3 8 3 7 EX. PAVED TRAIL C-1.5 RE T A I N I N G WA L L D E T A I L S Date: Ne w H a n o v e r C o u n t y , N C SM I T H C R E E K P A R K P H A S E 2 A REVISIONS 11/01/23 EN G I N E E R S C O N S T R U C T I O N M A N A G E R S P L A N N E R S S C I E N T I S T S RE S P O N S I V E P E O P L E C R E A T I V E S O L U T I O N S P: ( 9 1 9 ) 8 7 8 - 9 5 6 0 NC L I C E N S E N O . F - 0 1 1 2 60% DESIGN DEVELOPMENT DRAWINGS NOT FOR CONSTRUCTION La n d s c a p e A r c h i t e c t u r e , P L L C Ha t c h e l l Su s a n 71 1 W . N o r t h S t r e e t , R a l e i g h , N C 2 7 6 0 3 p: 9 1 9 - 8 3 8 - 9 6 0 0 f : 9 1 9 - 8 3 8 - 9 7 0 0 La n d s c a p e A r c h i t e c t u r e , P L L C Ha t c h e l l Su s a n 71 1 W . N o r t h S t r e e t , R a l e i g h , N C 2 7 6 0 3 p: 9 1 9 - 8 3 8 - 9 6 0 0 f : 9 1 9 - 8 3 8 - 9 7 0 0 NORTHEAST TRAIL CONNECTION RETAINING WALL PLAN NORTHEAST TRAIL CONNECTION RETAINING WALL PROFILE SCALE 1"=10' RETAINING WALL BEGINS BOTTOM OF CUT SLOPE PROPOSED GROUND/ BOTTOM OF WALL EXISTING GROUND/ TOP OF WALL DRAFT N/F GORDON R O A D O W N E R S A S S N PIN: 3149-5 4 - 4 5 6 9 . 0 0 0 DB 6051 PG 1 3 6 8 N/F KEVIN HAR L A J O H N S O N MDM PROP E R T I E S L L C PIN: 3149-54 - 7 6 1 6 . 0 0 0 N/F CLEARWAT E R P R E S E R V E H O A I N C PIN: 3149-5 4 - 6 8 1 1 . 0 0 0 DB 6052 PG 1 0 5 2 N/F EMMANUEL B . I B A R R A PIN: 3149-5 4 - 6 8 2 8 . 0 0 0 DB 6509 PG 1 2 5 5 N/F DERRICK DA N A B L A N K S PIN: 3149-54 - 6 8 9 5 3 . 0 0 0 DB 6090 PG 5 6 8 N/F MATTHEW P . R A Y a n d J E N N I F E R M . R A Y PIN: 3149-5 4 - 6 9 8 9 . 0 0 0 DB 6464 PG 1 6 3 3 N/F JEAN B. CA B A N T O U S a n d T R I C I A S M I T H PIN: 3149-5 5 - 7 0 1 4 . 0 0 0 DB 6513 PG 4 1 N/F KASSIE M. C O L E Y PIN: 3149-5 5 - 7 1 4 0 . 0 0 0 DB 6258 PG 1 9 5 1 N/F MARIA E. CR E S P O PIN: 3149-55 - 7 1 8 5 . 0 0 0 DB 6188 PG 2 1 8 7 STEPHANI E E T V I R S M I T H PIN: 3149-5 5 - 8 2 0 1 . 0 0 0 DB 6448 PG 9 0 9 RONALD J. B O W S E R a n d N/F DAWN O. S I M M O N S PIN: 3149-54 - 1 7 7 5 . 0 0 0 DB 1350 PG 1 7 5 2 N/F JERONE E . K A H A M PIN: 3149-5 4 - 0 7 4 1 . 0 0 0 DB 1452 PG 8 8 2N/F JOE CHARL E S H R S N/F HATTIE W. S C H M I D T PIN: 3149-4 4 - 7 8 0 6 . 0 0 0 DB 5318 PG 9 7 0 N/F NEW HANO V E R C O U N T Y PIN: 3149-3 5 - 9 9 6 2 . 0 0 0 DB 5940 P G 1 1 7 5 5" PEAR4" PEAR 12" PINE 7" PEAR 12" PINE 16" PINE 9" DOGWO O D ( D E A D ) 15" LONG LEAF PINE 10" MYRTL E 12" MYRTLE 12" MYRTL E 18" PINE 13" PINE 11" OAK 5" PEAR 12" OAK 8" OAK 21" PINE 9" OAK 8" OAK 8" OAK 9" OAK 12" OAK 6" OAK 12" OAK 7" PEAR 16" PINE 12" PINE8" PEAR 12" PINE 5" PEAR 6" PEAR 8" PEAR 12" PINE 13" PINE 6" HOLLY 12" PINE 17" LONG LEAF PINE 10" OAK 19" LONG L E A F P I N E 7" PEAR 5" PEAR 6" PEAR 5" PEAR 21" PINE 10" OAK 24" PINE 12" OAK 9" OAK 22" OAK 22" PINE 8" OAK 24" PINE 6" MAG 13" PINE 18" LONG L E A F P I N E 16" LONG LEAF PINE 22" LONG L E A F P I N E 13" PINE 12" PINE 18" PINE 10" OAK 18" PINE 14" PINE 18" LONG LEAF PINE 12" PINE 6" PEAR6" PEAR 9" OAK 8" OAK 8" OAK 10" OAK 8" OAK 12" OAK 10" OAK 9" PEAR 8" PEAR 7" PEAR 7" PEAR 12" PINE 8" PINE 8" PINE 16" PINE 11" OAK CLUSTER 8" PEAR 8" OAK 10" OAK 11" OAK 11" CEDAR 11" PINE 9" PEAR 16" PINE 16" PINE 8" OAK 22" PINE 10" PINE 17" PINE 13" PINE 12" PINE 8" OAK 8" OAK 10" OAK 8" OAK 19" PINE 24" PINE 9" OAK 9" OAK30" PINE 23" PINE 12" PINE 6" MAG 27" PINE 14" PINE 17" PINE 18" PINE 18" PINE 14" LONG L E A F P I N E 14" OAK 13" LONG L E A F P I N E 10" LONG L E A F P I N E 16" LONG L E A F P I N E 20" LONG L E A F P I N E 10" OAK 8" OAK 14" PINE 16" LONG L E A F P I N E 24" PINE 16" PINE 11" OAK 20" PINE 14" PINE 19" PINE 24" PINE 9" OAK 16" PINE 17" PINE 8" OAK 10" OAK 15" PINE 9" OAK 8" OAK9" OAK 11" OAK 14" PINE 20" LONG L E A F P I N E 21" LONG L E A F P I N E 22" LONG L E A F P I N E 22" PINE 12" PINE 8" PINE 20" PINE20" OAK 18" PINE 22" OAK 8" LONG LE A F P I N E 26" PINE 14" PINE 18" PINE 16" PINE 16" PINE16" PINE 18" PINE 20" PINE 22" PINE 18" PINE 16" PINE 500874 44.532 TREE 500875 44.708 TREE 500876 44.720 TREE 500877 44.722 TREE 500878 45.205 TREE 500881 44.235 TREE 500883 44.553 TREE 500884 44.800 TREE 500885 43.971 TREE 500886 45.634 TREE 20" PINE 7" PEAR12" LONG L E A F P I N E 29. 0 30.0 35.0 40.0 43.0 4 2 . 0 4 3 . 0 44 . 0 44.0 42 . 0 41.0 41 . 0 40.0 35.0 36.0 40. 0 39. 038. 0 37 . 0 36.0 35.0 35.0 36.0 37.0 38.0 39.0 39.0 37.0 43.0 48.0 53.0 43.0 45.0 42. 0 45 . 0 37.0 38. 0 40.0 41.0 42.0 43. 035.0 34 . 0 31.032.033.0 34.0 35.0 36.0 37.0 38.0 37.0 38.0 38.0 44.0 44 . 0 37.0 44.0 42.0 42.0 45.0 41. 0 37.0 38 . 0 45 . 0 38.0 500373 41.645 SEWER MANHOL E 600437.175 INV 18 6005 37.190 INV 18 600637.251 INV 18 6007 37.699 INV 18 600837.698 INV 18 6009 37.530 INV 18 6010 42.344 CL GRATE 601142.400 CL GRATE 6012 42.459 CL GRATE 6013 42.467 CL GRATE600337.174 INV 24 217 29.000 .25 SPINNER PARK SIGN EDGE OF D R I V E CENTER OF T R A I L CENTER OF U N P A V E D T R A I L EDGE OF D R I V E ~MOUND ~ ~MOUND~ ~TOE OF S L O P E ~ WOOD FEN C E X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X 8"W 8"W 8"W 8"W EX. VALVE EX. ARV > > > > > > > > > > > > > > > > > > > > > SD > > > > > > > > > > > PR O P E R T Y L I N E PROPER T Y L I N E W W W W W W W W W W W W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS S S SS S S SS S S SS S S SS S S SS SS SS P R O P . 1 , 0 2 6 T O T A L L F 2 " S D R 9 W A T E R S V C P R O P . 2 6 8 . 2 0 L F @ 0 . 6 0 % 6 " P V C S C H 4 0 PR O P . 3 9 3 . 1 0 L F @ 0 . 6 0 % 6" P V C S C H 4 0 INSTALL 2" WATER SERVICE 2' BENEATH STORM PIPE C/O PROP. SS MH 3 RIM EL = 37.20 INV. IN EL. = 30.37 PROP. 77.50 LF @ 0.60% 6" DIP C-2.0 4020 80 SCALE: 1" = 40' - 0" NAD 83 NC GRID 0 MATCHLINE - SEE SHEET C-2.1 SHEET KEY UT I L I T Y P L A N Date: Ne w H a n o v e r C o u n t y , N C SM I T H C R E E K P A R K P H A S E 2 A REVISIONS 11/01/23 EN G I N E E R S C O N S T R U C T I O N M A N A G E R S P L A N N E R S S C I E N T I S T S RE S P O N S I V E P E O P L E C R E A T I V E S O L U T I O N S P: ( 9 1 9 ) 8 7 8 - 9 5 6 0 NC L I C E N S E N O . F - 0 1 1 2 60% DESIGN DEVELOPMENT DRAWINGS NOT FOR CONSTRUCTION La n d s c a p e A r c h i t e c t u r e , P L L C Ha t c h e l l Su s a n 71 1 W . N o r t h S t r e e t , R a l e i g h , N C 2 7 6 0 3 p: 9 1 9 - 8 3 8 - 9 6 0 0 f : 9 1 9 - 8 3 8 - 9 7 0 0 La n d s c a p e A r c h i t e c t u r e , P L L C Ha t c h e l l Su s a n 71 1 W . N o r t h S t r e e t , R a l e i g h , N C 2 7 6 0 3 p: 9 1 9 - 8 3 8 - 9 6 0 0 f : 9 1 9 - 8 3 8 - 9 7 0 0 C-2.0 INSTALL INSIDE DROP AT EX. MANHOLE EX. RIM EL. = 41.65 EX. INV. IN EL. (S) = 23.26 EX. INV. OUT EL. (W) = 23.18 PROP. DROP MH PIPE INLET INV. EL. = 28.29 ADD 2" SERVICE TAP, SHUTOFF VALVE PROP. SS MH 4 RIM EL = 43.10 INV. IN EL. = 28.76 C-2.1 INSTALL 2" METER INSTALL 2" BACKFLOW PREVENTER L A K E E M E R A L D D R . DRAFT N/F CLEARWAT E R P R E S E R V E H O A I N C PIN: 3149-65 - 1 8 3 9 . 0 0 0 DB 6052 PG 1 0 5 2 N/F JAMES V. C O L A N G E L O J R . a n d SUZANNE M . C O L A N G E L O PIN: 3149-5 5 - 9 3 0 7 . 0 0 0 DB 6122 PG 2 1 0 1 N/F MICHAEL P I R O Z Z I PIN: 3149-5 5 - 9 4 3 2 . 0 0 0 DB 6374 PG 1 1 8 2 N/F THU V DE T R U O N G a n d T R A N T . T R U O N G PIN: 3149-5 5 - 9 4 5 9 . 0 0 0 DB 6088 PG 1 9 8 5 N/F CHASE BR I T T I A N Y B A R D E N PIN: 3149-5 5 - 9 5 6 5 . 0 0 0 DB 6094 PG 1 6 2 4 N/F PHILIP J. R O S E a n d M A G G I E H . R O S E PIN: 3149-5 5 - 9 6 8 1 . 0 0 0 DB 6079 PG 2 6 8 N/F FRANK E. F O R T E PIN: 3149-5 5 - 9 6 9 8 . 0 0 0 DB 6076 PG 1 9 5 7 N/F NEW HANO V E R C O U N T Y PIN: 3149-3 5 - 9 9 6 2 . 0 0 0 DB 5940 PG 1 1 7 5 14" LONG L E A F P I N E PINE OAK 16" PINE 21" PINE 20" PINE 17" LONG L E A F P I N E 8" OAK 27" PINE 18" PINE 18" PINE 13" PINE 8" PINE 19" PINE 11" PINE 8" PINE 10" PINE 10" PINE 15" PINE 12" PINE 12" PINE 9" PINE 4" HOLLY 12" PINE 12" PINE13" OAK14" PINE 14" PINE 19" PINE 16" PINE 13" PINE 8" OAK 19" LONG L E A F P I N E 16" PINE 8" PEAR 22" PINE 14" OAK 30" PINE 19" LONG L E A F P I N E 28" PINE 24" DEAD P I N E 16" PINE 12" PINE 12" PINE 14" PINE 12" PINE 14" PINE 22" PINE 14" PINE 12" PINE12" PINE 18" PINE 12" PINE 12" PINE 12" PINE 16" PINE 17" PINE 16" PINE 10" OAK 20" PINE 18" PINE20" PINE 14" PINE 14" PINE 17" PINE 15" PINE 18" PINE 18" PINE 18" PINE 16" PINE 24" PINE 18" PINE 10" OAK 19" PINE 12" OAK 27" PINE 22" PINE 24" PINE 8" OAK 8" OAK 8" OAK 12" PINE 24" PINE 16" PINE 16" PINE 17" LONG L E A F P I N E 17" PINE 14" PINE 16" PINE 20" PINE 15" PINE 16" PINE 12" PINE 10" PEAR 17" PINE 12" DOUBLE O A K 8" OAK 12" PINE 24" LONG L E A F P I N E 18" GUM 34" LONG L E A F P I N E 14" OAK CL U S T E R 19" PINE 22" PINE 17" PINE 19" PINE 32" PINE 24" PINE 28" PINE 20" PINE 20" PINE 40" PINE 22" PINE 18" PINE 28" PINE 22" PINE 328 39.283 TREE 329 39.388 TREE 18" PINE 20" PINE 18" PINE 19" PINE 14" PINE 16" PINE 18" PINE 14" PINE 18" PINE 16" PINE 16" PINE 16" PINE 14" PINE 20" PINE 14" PINE 16" PINE 23" PINE 19" PINE 18" PINE 20" PINE 24" PINE24" PINE 38.0 41.0 40.0 38.0 37.0 38.0 37.0 38.0 37.0 37.0 39.0 38.0 41.0 39.0 42.0 41.0 42.0 38.0 39.0 40. 0 36.0 40.0 39.0 39.0 40.0 41 . 0 4 2 . 0 40.0 40.0 39.0 39.0 41.0 40.039.0 41.0 42.0 37.0 39.0 38.0 40.0 41.0 4 3 . 0 41 . 0 31.0 35.0 40.0 30.0 35.0 31.0 35.0 40.0 39.0 38.0 37.0 36.0 34.0 33.0 32.031.0 39.0 34.0 35.0 38.0 37.0 37.0 37.0 40 . 0 43.0 WETLAND A R E A 3 (COORDIN A T E S O N SHEET 2 O F 5 ) CENTERLIN E O F T R A I L WOOD FENC E PARK SIGN ~TOP OF SLOPE~ EDGE OF G R A V E L CENTER OF T R A I L TREELINE CENTER OF T R A I L ~DITCH~ TREELINE ~DITCH~ WIRE FENC E WOOD FENC E X X X X X X X X X X X X X X X X X X X X X X X > > 2% 2% 2% 2% H/C VAN H/C PROPERTY LINE PR O P E R T Y L I N E W W W W W W W SS SS SS SS SS SS SS SS SS SS SS SS SS SS CONNECT 6" SANITARY SERVICE TO BUILDING SERVICE WITH CLEANOUT INV. EL. = 34.5 CONNECT 2" SDR 9 SERVICE TO BUILDING PR O P . 2 5 9 . 2 0 L F @ 0 . 6 0 % 6" P V C S C H 4 0 PROP. 36.60 LF @ 0.60% 6" PVC SCH 40 PR O P . 1 , 0 2 6 T O T A L L F 2" S D R 9 W A T E R S V C PROP. SS MH 2 RIM EL = 438.50 INV. IN EL. = 32.73 PROP. SS MH 1 RIM EL = 438.50 INV. IN EL. = 34.28 8" TREE 14" PINE 12" PINE12" PINE 12" PINE 12" PINE 12" PINE 12" PINE 12" PINE 16" PINE 16" PINE 26" PINE 16" PINE 41.0 40.0 41.0 42.0 43.0 42.0 43.0 42.0 EDGE OF G R A V E L EX. PAVED TRAIL C-2.1 4020 80 SCALE: 1" = 40' - 0" NAD 83 NC GRID 0 MATCHLINE - SEE SHEET C-2.0 MA T C H L I N E - S E E A R E A B E L O W MA T C H L I N E - S E E A R E A A B O V E UT I L I T Y P L A N SHEET KEY Date: Ne w H a n o v e r C o u n t y , N C SM I T H C R E E K P A R K P H A S E 2 A REVISIONS 11/01/23 EN G I N E E R S C O N S T R U C T I O N M A N A G E R S P L A N N E R S S C I E N T I S T S RE S P O N S I V E P E O P L E C R E A T I V E S O L U T I O N S P: ( 9 1 9 ) 8 7 8 - 9 5 6 0 NC L I C E N S E N O . F - 0 1 1 2 60% DESIGN DEVELOPMENT DRAWINGS NOT FOR CONSTRUCTION La n d s c a p e A r c h i t e c t u r e , P L L C Ha t c h e l l Su s a n 71 1 W . N o r t h S t r e e t , R a l e i g h , N C 2 7 6 0 3 p: 9 1 9 - 8 3 8 - 9 6 0 0 f : 9 1 9 - 8 3 8 - 9 7 0 0 La n d s c a p e A r c h i t e c t u r e , P L L C Ha t c h e l l Su s a n 71 1 W . N o r t h S t r e e t , R a l e i g h , N C 2 7 6 0 3 p: 9 1 9 - 8 3 8 - 9 6 0 0 f : 9 1 9 - 8 3 8 - 9 7 0 0 C-2.0 C-2.1 DRAFT C-2.2 Date: Ne w H a n o v e r C o u n t y , N C SM I T H C R E E K P A R K P H A S E 2 A REVISIONS 11/01/23 EN G I N E E R S C O N S T R U C T I O N M A N A G E R S P L A N N E R S S C I E N T I S T S RE S P O N S I V E P E O P L E C R E A T I V E S O L U T I O N S P: ( 9 1 9 ) 8 7 8 - 9 5 6 0 NC L I C E N S E N O . F - 0 1 1 2 60% DESIGN DEVELOPMENT DRAWINGS NOT FOR CONSTRUCTION La n d s c a p e A r c h i t e c t u r e , P L L C Ha t c h e l l Su s a n 71 1 W . N o r t h S t r e e t , R a l e i g h , N C 2 7 6 0 3 p: 9 1 9 - 8 3 8 - 9 6 0 0 f : 9 1 9 - 8 3 8 - 9 7 0 0 La n d s c a p e A r c h i t e c t u r e , P L L C Ha t c h e l l Su s a n 71 1 W . N o r t h S t r e e t , R a l e i g h , N C 2 7 6 0 3 p: 9 1 9 - 8 3 8 - 9 6 0 0 f : 9 1 9 - 8 3 8 - 9 7 0 0 UT I L I T Y DE T A I L DRAFT