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HomeMy WebLinkAboutSW3220902_Plansheet - Proposed Conditions/Site Plan_2022092120' ZONE y �0 BUFFER �� ���� ZONE 1 TOP OF BANK CENTERLINE 3� \ 50' \ONE /SURFACE WATER BUFFER- _ 20' ZONE TOP OF BANK F71ZONE 1 AN UNDISTURBED AREA OF VEGETATION EXTENDING A MINIMUM OF 30 FEET FROM THE TOP OF BANK OR MEAN HIGH WATER LEVEL OF OTHER WATER BODIES. ZONE VEGETATED BUFFER AREA OF VEGETATION BEGINNING AT THE OUTER EDGE OF ZONE 1 AND EXTENDING LANDWARD A MINIMUM OF 20 FEET. NO NEW BUA IN ZONE 2 VEGETATED BUFFER ILLUSTRATION NITS LITTLE PROPERTIES OF MIDLAND, LLC D,B, 7234, PG, 232 PIN: 5544295702, 0000 �0 O ti O 0.�00 ti O w 0 AS � �� 4 w0� O O / J THE HOWELL PARTNERSHIP �� `F S9.5B D.B. 14299, PG, 7IN: P5545208189.0000 O`-3" �o LIFTS)o � S) (1.5" -4" 119.00 (1.5" LIFTS) ox' � -- 5" 625.00 7" ABC Al 30'R/W oQ TYPICAL PAVEMENT SECTION #1 WIDENING PAVEMENT SECTION #2 DEDICATION / (HEAVY DUTY) WITHIN R/W (HEAVY DUTY) oo` ` S70 N.T.S. N.T.S. \ d NOTES: NOTES: pp 1. SUBGRADE COMPACTED TO A MINIMUM 98% STANDARD 1. SUBGRADE COMPACTED TO A MINIMUM 98% STANDARD GDP o \ PROCTOR MAXIMUM DRY DENSITY (ASTM D 698); REFER TO PROCTOR MAXIMUM DRY DENSITY (ASTM D 698); REFER TO 2"RCPGDP \ \ SOILS REPORT IF AVAILABLE. SOILS REPORT IF AVAILABLE. \ \ 2. MILL AND OVERLAY SHALL EXTEND 6FT INTO WEST BOUND TRAVEL LANE AND THERMO PLASTIC PAVEMENT MARKINGS Q A ,.v° \ SHALL BE INSTALLED. �I G w� PP ro `n C-)z` zN EBENEZER CHURCH D.B. 444, PG, 98 PIN: 5545207149, 0000 / / 30' R/W /DEDICATION \ \ \ b9 / \ C \ �8� HENRY TRENT LITTLE D.B. 14299, PG. 11 \SFT PR PIN: 5545307353,0000 �Ck OoFRTY ZONED: C24/27 / R 0 \ `. 7 A 33 EBENEZER CH C POSSIBLE BORROW PIT \4wG' Ac D.B. 444, P V' 77 A PIN: 5545 APPROX. 4,400 CY AVAILABLE MATERIAL \ /SeLF \ `04D4�ERLgP s AoI T� cREs \ SS /PROP. TREE PROP. SEPTIC FORCE MAIN SS LINE "T (DESIGN BY OTHERS) SS / PROP. AREA \\ \ OF REFUGE PROP. WHEEL -� EXISTING DITCH CL R STOPS (TYP.) \ (SEE SURFACE WATER 55 o \ AND WETLAND NOTES) / PROP SEPTIC & PUMP TANK 10' o o ` ` 0- (DESIGN BY OTHERS) 30' o, 0 0 o k PROP. CHARGING STATION (TYP.) PROP. GATE W/ o o k (SEE OWNER AND/OR KNOX BOX o o k MANUFACTURE FOR 0 0 o SPECIFICATIONS AND k INSTALLATION GUIDNACE) ,_ 12' SETBACK R23.5, / / 5' AVG. TYPE D BUFFER YARD. ING7=TA PROP. DUMPSTER '4 (MATERIAL SHALL MATCH 15'00 T,; ® BLDG FACADE AND MUST (D.B. 3108. PG, 232) ®� NOT BE METAL) 30' R/W ® D DEDICATION/// / ®� X CL z �0 o. / ®p ®W PROP. SIDEWALK ° 26, (TOM STD. 3.01) T) m EXISTING 1 STORY META- / ® T ® m DOCK /lUCKER FURNITURE, LLC BUILDING D.B. 3108, PG. 232 PIN: 5544295595,0000 ® � ZONED: C24/27 ID �i I 1. PARTS ®. n Q W USE PROP. RETAINING WALL 5R 130 SIF (AVG 2FT HEIGHT) ®! Q y �� OFFICE 0' �; 4,140SF N ® 0 cd o ®I � CSMH AWNING. o ® o 0 9, o w TUCKER FURNITURE, LLC D.B. 3577, PG, 74 PIN: 5544295462.0000 C24/27 O N ®. ENTRANCE/ ZONED: Q o ®I I EXIT (TYP.) 38' PROP. 30'X30' ® UTILITY ESMT. Z w ® X X X X 30 ® QUO ® 20' ®ETBA BEGIN PROP. 8" WL ®®® ®STREE�CAP` ®®� ®® (D(D ®® 0, SDE R40- PP - W - - CONCRETE W PROP. 30" C&G (35 LF) PROP HYDRANT ALBEMARLE ROAD TURN LANE PAVEMENT TO BE MILLED ASSEMBLY (NC HWY 24-27) 6' INTO EX. LANE AND PLACED WITH VARIABLE WIDTH PUBLIC R/W = THERMOPLASTIC MARKINGS NCDOT PROJECT # 6.669003T PROP. FDC STANDPIPE D.B. 1290, PG. 252 PROP. DIP 4" FIRE LINE 18"RCP ` PROP. 2" DOMESTIC SERVICE - - - - - - - - - - - - - - - - - - - - - UST L I TY pc0 T O ,% A _jw Z-'s ¢ Z D m y BEFORE YOU DIG! CONTACT ONE -CALL CENTER 4" ABC STONE J COMPACTED SUBGRADE PER GEOTECHNICAL RECOMMENDATIONS PROP. ELEC. PROP. EV TRANSFORMER CHARGING SS F�OE�- SHED CORNER 0.7' OVER P/L SHED CORNER 0.4 SHED OVER P/L n,iCDCfI PROP. LOCATION PROP. 4" CONDUIT (2) m BOLLARD PROP. LOAD I �I ` X v V` (TYP.) BEARING C/O 5T x �� D o ON 4" SAN. ` z. r N O SERVICE ONE OEM mG� z m o 2 0• o - 2 3 < O N n W GW � o 50� �' m D D n PROP. TRAILER RAMP W/ ` Z RETAINING WALLS � y x In m 0-) USING CONCRETE7D _ PAVEMENT SECTION. 100, 73 I 'i A PROPOSED n x \ \ �aa BUILDING V ` ,/ PROP. ELEC. LINES PROP. ELEC. BREAKER SHOP GRAVEL 0.9' 11,006 SF ��" SERVICE 12' WnrnNn BAYS PERMANENT DRAINAGE PROP. 4" FDC PROP.1260 LF J EASEMENT WATER LINE X FENCE(D.R. 1290, PG, 254) 64' � EX. POWER POLE TO ` \ V REMAIN UNDISTURBED�� T­_ PROP. GATE W/ X KNOX BOX 10, X X X X - + 12"HW �- -� END PROP. 230 LF 8" WL �, N88°o3'2o"w T J � 23 91 '(Tz) SETBACK & STR 20' EETSCAPEWM _ ��� ® Gw-- -- - -vv --- - - M ® ® ® F 92 NRR' 1'ZR"ini 5 �® ®® ® (D® ®® ®® 'D® ®® 'D ® ® ® - - ® ® ®®® � ® ® ® ® ® ®® ® ® - 5'36' LP cMP ® ® ®® ®®_®® ®® ® ® ® ® ® ® vv OPp E. L E E E E X8" WE E - - _____ - -�).HW 72"RCP)-- -�1-�- - - MBx _ 12' RIGHT TURN LANE `B ° 150' EX. HYDRANT TO REMAIN TAP L 50' STORAGE EX. WMS TO BE REMOVED 0 i-"�'..�ri-"�'..�ri-'J' CONCRETE PAVEMENT SCHEDULE NTS "C" JOINT 1/4" TOOLED GROOVE _0' � _Z�l SURFACE WATER NOTES: THE SITE WAS DELINEATED IN ITS ENTIRETY BY PILOT ENVIRONMENTAL (REPORT PROVIDED WITH ORIGINAL SUBMITTAL). THE POND WAS THE ONLY JURISDICTIONAL FEATURE IDENTIFIED ON THE ENTIRE SITE DURING THE DELINEATION. NO STREAMS OR WETLANDS WERE IDENTIFIED. ADDITIONALLY, PILOT DETERMINED THAT THERE WERE NO SURFACE WATERS OR WETLANDS LOCATED UP GRADIENT OF THE POND AS DEPICTED ON THE USGS TOPOGRAPHIC MAP. SINCE NO CHANNEL OR POTENTIAL STREAM WAS PRESENT IN THIS AREA, PILOT EVALUATED THE SWALE UP GRADIENT OF THE POND FOR POTENTIAL WETLANDS AS EVIDENCED BY THE WETLAND DETERMINATION DATA FORM COLLECTED IN THIS AREA AND INCLUDED IN THE WETLAND REPORT (REPORT PROVIDED WITH ORIGINAL SUBMITTAL). BASED ON THE PILOT EVALUATION, NEITHER STREAMS NOR WETLANDS ARE PRESENT UP GRADIENT OF THE POND OR WITHIN OTHER AREAS OF THE SITE. �z N i 30" C&G WETLAND NOTES: THE SITE WAS DELINEATED BY DAVID BRAME, PWS WITH PILOT ENVIRONMENTAL ON NOVEMBER 16, 2021. NO WETLANDS WERE IDENTIFIED ON THE SITE DURING THE DELINEATION. Q� P� O� 05� SIT c� INC HWY 24-27 E XlY y< �n i VICINITY MAP SITE DATA: 1 "=2000' CAROLINA THOMAS DEVELOPMENT LLC PIN:55442997800000 D.B. 15603 PG 225 P.B. N/A TOTAL AREA FROM SURVEY: 12.36 ACRES (INCLUDES AREA WITHIN OVERLAP AND AREA WITHIN JIM SOSSOMAN RD.) AREA IN OVERLAP AND RIGHT OF WAY: 0.25 ACRES AREA EXCLUDING OVERLAP AND ROW AREA: 12.11 ACRES EFFECTIVE TOTAL AREA: 10.61 ACRES (1.5 AC POND AREA REMOVED) "I►IIol[e7 ovzlIII GENERAL NOTES: 1. AREA AND PROPERTY LINES ARE BASED ON SURVEY BY R.B. PHARR & ASSOCIATES, P.A. DATED SEPTEMBER 10, 2021 2. THIS MAP DOES NOT MEET G.S. 47-30 REQUIREMENTS AND IS NOT FOR RECORDING. 3. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, AGREEMENTS AND RIGHTS -OF -WAY OF RECORD PRIOR TO THE DATE OF THIS MAP WHICH WERE NOT VISIBLE OR APPARENT AT THE TIME OF INSPECTION. 4. THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF A TITLE INVESTIGATION, THEREFORE, THIS MAP IS SUBJECT TO ANY AND ALL FACTS AN ACCURATE TITLE INVESTIGATION MAY DISCLOSE. STORMWATER MANAGEMENT INFORMATION 1. THIS PROPERTY IS LOCATED WITHIN FLOOD ZONE X (ZONE X AREAS ARE DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AREA AS INDICATED ON THE FLOOD INSURANCE RATE MAP (FIRM) MAP NUMBER 3710554400K, EFFECTIVE DATE NOVEMBER 16TH, 2018. 2. WATERSHED DATA: TOTAL EFFECTIVE AREA: 462,171 SF 10.61 ACRES EXISTING BUA: 5,942 SF 0.136 ACRES (1.29%) EXISTING BUA TO BE REMOVED: 5,942 SF 0.136 ACRES (1.29%) PROPOSED BUILT UPON AREA: 103,617 SF 2.38 ACRES (22.42%) TOTAL BUA: 103,617 SF 2.38 ACRES (22.42%) 3. ALL NECESSARY APPROVALS HAVE BEEN/ WILL BE OBTAINED FROM NCDEQ AND U.S. ARMY CORPS OF ENGINEERS FOR ANY WETLAND DISTURBANCE AND STREAM CROSSING/DISTURBANCE WHERE APPLICABLE. WATERSHED DATA: NON -WATER SUPPLY WATERSHED RIVER BASIN: YADKIN-PEE-DEE SOIL TYPES: HeB, KkB, TaB, W PARKING REQUIRED: MAX EMPLOYEES: 25 (12.5 EMPLOYEES MAX PER WAREHOUSE AND SERVICE AREA) OFFICE: 1 SPACE PER 350SF = 12 SPACES WAREHOUSE: 1 SPACE PER 2 EMPLOYEES ON SHIFT = 7 SPACES SERVICE AREA: 1 SPACE PER SERVICE BAY PLUS 1 SPACE PER 2 EMPLOYEES = 11 SPACES TOTAL PARKING REQUIRED = 30 (2 HANDICAP SPACES) PARKING PROVIDED: EMPLOYEE PARKING: 33 BUS PARKING: 30 TOTAL PARKING PROVIDED: 63 SPACES 1. PAVEMENT MARKINGS SHALL BE 4" PAINT FOR STANDARD PARKING SPACES. 2. ACCESSIBLE PARKING AND SIGNAGE SHALL COMPLY WITH THE TOWN OF MIDLAND STANDARD 2.11 AND BE MOUNTED ON THE BUILDING FACE LANDSCAPING NOTES: 1. ALL LANDSCAPING WITHIN NCDOT RIGHT OF WAY SHALL BE REMOVED. 2. IF OVERHEAD UTILITIES ARE PRESENT, PLANTING OF ONE SMALL MATURING TREE FOR EVERY 30 LINEAR FEET OF PROPERTY ABUTTING A STREET IS REQUIRED. WATER AND FIRE NOTES: 1. HYDRANT AND FDC SHALL HAVE A 5" STORZ CONNECTION AND BE INSTALLED PRIOR TO VERTICAL CONSTRUCTION. LANDSCAPE BUFFER YARD: TOTAL LANDSCAPING PROVIDED PLANTING YARD TYPE: D WIDTH: 5 FT CANOPY TREES: 12 LENGTH: 270 FT UNDERSTORY TREES (2 PER 100 FT): ® UNDERSTORY TREES: 6 REQUIRED: 6 PROVIDED:6 ® SHRUBS: 136 SHRUBS (18 PER 100 FT): REQUIRED: 49 PROVIDED: 49 STREET PLANTING YARD: LANDSCAPE BUFFER YARD: WIDTH: 20 FT PLANTING YARD TYPE: A LENGTH: 437 FT WIDTH: 40 FT CANOPY TREES (1 PER 40 FT): LENGTH: 384 FT REQUIRED: 11 EXISTING VEGETATION USED FOR PROVIDED: 11 PROVIDED PLANTINGS SHRUBS (1 PER 5 FT): CANOPY TREES (4 PER 100 FT): REQUIRED: 87 REQUIRED: 15 PROVIDED: 87 UNDERSTORY TREES (10 PER 100 FT): REQUIRED: 38 SHRUBS (33 PER 100 FT): REQUIRED: 126 TREE CONSERVATION AREA (TCA) TOTAL SITE EFFECTIVE AREA: 10.61 ACRES REQUIRED TCA: 0.63 ACRES (27,730 SF, 6% OF LOT AREA) PROVIDED TCA: 0.63 ACRES (EXISTING BUFFER YARDS AND REMAINING TREES MEET OR EXCEED REQUIREMENT) 50 0 25 50 1"=50' 100 200 ui p rm rV j (V V) z x. J � E O -0 U 01 CD E Ln a) - r- O Z) Ol Q Ln r-- V m u N Z w 00 Q, 00 � ro Ln u00 3: r_')� L O Z �� O cl)�N Z ¢ � a- z O Oaz zo z Z13fU) Za J w -icoz a of O U "0 0 J CD Z IL V♦ V a cl) O J 08 a � Z H' J J O � } 0 oK a W 0 z �� O ¢ I­_�U UZOm I­- 0 oUO w � Lu O�Q xOI- dUU) U) LUI LU O z 0 0 O W o Wo C) of z 0 N o N W p° N I. -_a Q � Q N � o � a Oz a © a a a A w DRAWN BY : JRA CHECKED BY: AC DATE: 08/05/2022 PROJECT NO.: 03003.003 REF. NO.: - SCALE: 1" = 50' N CARo Q - 053670 .. SHEET 4 OF 12