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HomeMy WebLinkAboutTree Mitigation Plan_v1J & Z RENTAL COMPANY LLC D.B. 6149, PG. 274 PID # R00700-001-002-000 ZONING: I-2 HOLLY SHELT E R R O A D (SR 1002) 60' PUBLIC RIG H T - O F - W A Y N/F SIDBURY LAND & TIMBER LLC D.B. 6063, PG. 2533 PID # R01200-002-004-000 ZONING: I-2 N/F CAROLINAS CEMENT COMPANY LLC D.B. 6063, PG. 2539 PID # R00600-001-005-000 ZONING: I-2 CASTLE HAYNE DEVELOPMENT INC N/F POOCH ENTERPRISES LLC 185 ORCHARD MILL RD HAMPSTEAD, NC 28443 D.B. 6084 PG. 2562 D.B. 6165, PG. 2459 PID # R00700-001-001-000 ZONING: I-2 5.9288 ACRES PERMANENT EASEMENT WESTERN TRIANGLE (SIGHT DISTANCE) M.B. 65 PG. 73 EXISTING BUILDING 8,032 S.F. F.F.E.=28.13' EXISTING GRAVEL PARKING AREA PERMANENT EASEMENT EASTERN TRIANGLE (SIGHT DISTANCE) M.B. 65 PG. 73 EX. PO N D 80.0' 80.3' 10 0 . 3 ' 10 0 . 1 ' EXISTING HVAC EQUIPMENT APPROXIMATE LOCATION OF EXISTING SEPTIC FIELD APPROXIMATE LOCATION OF EXISTING REPAIR SEPTIC FIELD EXISTING 8" PVC ROOF DRAIN EXISTING SIDEWALK EXISTING CONCRETE EXISTING GATE POST & GATE SD EXISTING 15" RCP EXISTING PAVED ENTRANCE OH E EXISTING 20" CPP EXISTING SIGN 27 28 28 IE:23.21' IE:25.24' OS RIM:26.99' WEIR:25.49'(0.83'x3') ORIFICE:23.42' IE:23.27' EXISTING WELL ABANDONED WELL EIP EIP EIP EIPP RBS RBS IE:23.12' IE:23.12'25 23 23 2426 25 26 26 25 23 24 26 25 22 22 23 23 24 24 27 28 28 27 28 26 2727 27 27 2 7 27 27 27 27 27 2 7 27 2 8 28 29 29 2728 29 27 27 27 27 28 29 27 27 28 27 27 27 2 7 27 27 28 28 28 28 25 2526 26 27 27 28 29 25 23 24 26 25 23 24 25 25 2 6 26 27 S74° 41' 34.43"W 843.30 N2 0 ° 5 3 ' 5 5 . 4 0 " W 22 4 . 0 0 N2 0 ° 5 3 ' 5 5 . 4 0 " W 21 0 . 9 0 S 5 8 ° 3 2 ' 4 1 . 2 9 " E 1 9 2 . 9 7 C3 C4 TPF T P F TPF TP F T P F T P F T P F T P F TP F TP F TP F TP F TP F TP F TP F TPF TPFTPFTPFTPF TPF T P F TREE PROTECTION FENCE TREE PROTECTION FENCE TREE PROTECTION FENCE TREE PROTECTION FENCE TREE PROTECTION FENCE TREE PROTECTION FENCE TP F OU T S I D E LO A D I N G DO C K CH A I N E D G A T E S CHAINED GATES STEEL GUARD RAIL W/ CONCRE T E C U R B ST E E L G U A R D R A I L W / C O N C R E T E C U R B OFF STREET LOADING BERTH (12'X45') OF F S T R E E T L O A D I N G B E R T H (1 2 ' X 4 5 ' ) OU T S I D E LO A D I N G DO C K CH A I N E D G A T E S CHAINED GATES STEEL GUARD RAIL W/ CONCRET E C U R B STE E L G U A R D R A I L W / C O N C R E T E C U R B 07 14,800 SF 14,800 SF WAREHOUSE WAREHOUSE(GRAVEL WITH REINFOR C E D G R I D -TO BE COUNTED AS IMP E R V I O U S ) 04 4 PHASE 1 BUILDING PHASE 2 BUILDING LOD LO D LO D LOD LOD LOD LODLOD 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 L O D L O D L O D L O D LO D L O D L O D L O D L O D LO D LO D LOD LOD LOD LOD LOD LO D LO D LOD LOD GRAVEL PAVEMENT = 66,802 SF NOTE: ALL LANDSCAPE ISLAND S T O BE SEPARATED FROM PAVEMENT BY RAILROA D T I E S FFE=28.50 FFE=28.50 RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD 0906 6 ZO N I N G : I 2 ZONING: I2 ZONING: I2 ZONING: I2 PARCEL ID NO. R00700-001-001-000 17 . 5 0 % 20 % 5% HP2 HP1 HPM 4" TO S E P T I C S Y S T E M (B Y O T H E R S ) 1" FROM WELL (BY OTHERS) 1 2 . 0 ' 12 . 0 ' 1 2 . 0 ' 12 . 0 ' 7"x9" RAILROAD TIE BORDER (TYP.) 04 SEE STRUCTURAL ENGINEERING PLANS FOR ARCHITECTURE PROPOSED SCM 7"x9" RAILROAD TIE BORDER (TYP.) 18.0' 67 . 1 ' 22.0' T P F T P F T P F T P F TP F T P F T P F TPF TPF TPF TPF TP F TP F TP F TP F TREE PRESERVATION PLAN CX100 SCALE: 1" = 30' 30'15'0 30' PROJ. MGR: COPYRIGHT ©2024 TRANSYSTEMS CORPORATION DRAWN BY: 9/ 1 7 / 2 0 2 4 1 : 5 1 P M G: \ p r o j e c t s _ 2 0 2 4 \ R A 3 0 2 \ 3 0 2 2 4 0 1 5 9 \ S i t e \ C A D \ C D s \ C X 1 0 0 . d w g . .. .. .. .. .. .. .. .. .. PROJECT: DATE ISSUE: CHECKED BY: REVISIONS: POOCH ENTERPRISES, LLC .. PREPARED FOR: CORPORATE MILITARY CONTRACTING, INC. 609 PINER RD, SUITE A #590 WILMINGTON, NC 28409 .. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS NOTICE: 3 WORKING DAYS FOR THE LOCATION OF UNDERGROUND FACILITIES BEFORE YOU DIG R Call before you dig. below.Know what's THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. 6900 HOLLY SHELTER ROAD CASTLE HAYNE, NORTH CAROLINA 28429 CONSTRUCTION DRAWINGS REF #: ####### PRELIMINARY DO NOT USE FOR CONSTRUCTION PRELIMINARY FOR REVIEW ONLY, NOT FOR CONSTRUCTION transystems.com ASHEVILLE | CHARLOTTE | RALEIGH | WILMINGTON 1 GLENWOOD AVE. | SUITE 600 RALEIGH, NC 27603 PHONE | 919.789.9977 COPYRIGHT ©2024 TRANSYSTEMS CORPORATION C - 685 N O R T H C A ROLIN A T R A NSYSTEMS C O R P O RATION REG IS T E R E D L ANDSCA P E A R CHITEC TU R A L C O RPORATION 2438 N O R T H C A ROLI N A MARK F. L E R C H RE G I S T ERED L A N D S CAP E A R C H ITECT N GENERAL EXISTING CONDITIONS NOTES 1.BOUNDARY, TOPOGRAPHIC, & UTILITY INFORMATION, EXCEPT AS NOTED, TAKEN FROM AN ELECTRONIC COPY OF A SURVEY PREPARED BY GANNETT FLEMING TRANSYSTEMS. DATED AUGUST 26, 2024, DATUM NAD83/2011. ADDITIONAL EXISTING CONDITIONS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO STARTING ANY WORK. 2.WETLANDS, ROCK OUTCROPPINGS, CEMETERIES, ETC. DO NOT EXIST ON THE SITE 3.CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL EXISTING UTILITY LOCATIONS PRIOR TO COMMENCING ANY LAND DISTURBANCE. REPORT ANY CONFLICTS TO ENGINEER. 4.TREE SURVEY REPORT PROVIDED BY TRANSYSTEMS, MARK LERCH, ISA ARBORIST, FL-5878A AND LICENSED SURVEYOR MIKE TACKETT, L-4556. 5.COORDINATES SHOWN ARE GRID COORDINATES. 6.BASIS OF BEARINGS: NC STATE PLANE GRID COORDINATES, NAD83(1986) VERTICAL DATUM NAVD88. 7.ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES IN U.S. SURVEY FEET UNLESS OTHERWISE NOTED. 8.AREAS SHOWN HEREON WERE COMPUTED USING THE COORDINATE METHOD. 9.LINES NOT SURVEYED ARE SHOW AS BROKEN LINES FROM INFORMATION REFERENCED ON THE FACE OF THIS PLAT. 10.SUBJECT PROPERTY IS LOCATED WITHIN THE FLOOD ZONE "X" (MINIMAL FLOOD RISK) ACCORDING TO THE FLOOD INSURANCE RATE MAP #3720313800K DATED 8/28/2018. 11.IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY LOCATING COMPANY (ONE CALL @ 1-800-632-4949) OR INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND LOCATIONS AT LEAST 48 HOURS IN ADVANCE. 12.TO THE BEST OF OUR KNOWLEDGE, THERE IS NO PRESENCE OF THE FOLLOWING ON THE PROJECT SITE: ·NON-ENCROACHMENT AREA / NON-ENCROACHMENT AREA FRINGE ·FLOODWAY / FLOODWAY AREA FRINGE ·STEEP SLOPES TREE TO BE REMOVED TREE PROTECTION FENCE KEY TPF NOTE: SEE SHEET CV101 FOR TREE INVENTORY TABLE. D. MILLER J. GUTHRIE M.LERCH TREE TABLE CV101 PROJ. MGR: COPYRIGHT ©2024 TRANSYSTEMS CORPORATION DRAWN BY: 9/ 1 7 / 2 0 2 4 1 : 5 9 P M G: \ p r o j e c t s _ 2 0 2 4 \ R A 3 0 2 \ 3 0 2 2 4 0 1 5 9 \ l a n d s c a p e \ D W G \ C V 1 0 0 . d w g . .. .. .. .. .. .. .. .. .. PROJECT: DATE ISSUE: CHECKED BY: REVISIONS: POOCH ENTERPRISES, LLC .. PREPARED FOR: CORPORATE MILITARY CONTRACTING, INC. 609 PINER RD, SUITE A #590 WILMINGTON, NC 28409 .. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS NOTICE: 3 WORKING DAYS FOR THE LOCATION OF UNDERGROUND FACILITIES BEFORE YOU DIG R Call before you dig. below.Know what's THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. 6900 HOLLY SHELTER ROAD CASTLE HAYNE, NORTH CAROLINA 28429 CONSTRUCTION DRAWINGS REF #: ####### PRELIMINARY DO NOT USE FOR CONSTRUCTION PRELIMINARY FOR REVIEW ONLY, NOT FOR CONSTRUCTION transystems.com ASHEVILLE | CHARLOTTE | RALEIGH | WILMINGTON 1 GLENWOOD AVE. | SUITE 600 RALEIGH, NC 27603 PHONE | 919.789.9977 COPYRIGHT ©2024 TRANSYSTEMS CORPORATION C - 685 N O R T H C A ROLIN A T R A NSYSTEMS C O R P O RATION REG IS T E R E D L ANDSCA P E A R CHITEC TU R A L C O RPORATION 2438 N O R T H C A ROLI N A MARK F. L E R C H RE G I S T ERED L A N D S CAP E A R C H ITECT D. MILLER J. GUTHRIE M.LERCH