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HomeMy WebLinkAboutNCC213996_NOT Closeout Documents_20240531 Sedimentation/Construction Stormwater Inspection Report North Carolina Department of Environmental Quality Land Resources: 610 East Center Avenue, Suite 301,Mooresville,NC 28115 (704) 663-1699 County: Cabarrus Project: Hwy.29 Mini Storage Depot River basin: Yadkin-PeeDee Person financially responsible:Mini Storage Depot on Union St.,LLC-Clint Project#: CABAR-2020-027 Patterson,Development Address: 3900 Edison Lakes Parkway,Suite 201,Mishawaka,IN 1. Project Location: Hwy.29,Concord Pictures: No 2. Weather and soil conditions: sunny,workable soils Initial inspection: No 3. Is site currently under notice of violation? No 4. Is the site in compliance with S.P.C.A.and rules? Yes If no,check violations below: 5. Violations: 6. Is the site in compliance with NPDES Permit NCG010000 Construction Stormwater requirements? Yes Describe: 7. Has sedimentation damage occurred since last inspection? No If Yes,where? (check all that apply) Degree of damage: 8. Contact made with(name): no one on site Title: Inspection report: Sent Report Date given/sent: October 06,2023 9. Corrective action needed: 10. Comments: Permanent ground cover sufficient to restrain erosion has been established.No additional self-monitoring or self-inspections are required.Project is in compliance and released under the SPCA.Termination of coverage under the NPDES General Stormwater Permit for Construction Activities(NCG01)must be requested by the permittee via a Notice of Termination(NOT).The NOT is available at: https://edocs.deq.nc.gov/Forms/NCG01-Termination.Please note that this correspondence must be uploaded as part of completing the NOT process. Reported by: Matthew Gigante Others present: Date of inspection: September 28,2023 Time arriving on site: 10:50 AM Time leaving site: 11:00 AM CC: FIRE LANE ONLY ISSUED FOR CONSTRUCTION HWY. 29 MINI STORAGE DEPOT 4241 CONCORD PKWY. CONCORD, NC 28027 ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 CVR 4/23/2021 21-0414505 TBP 06/22/2021 21-0414007 TBP 06/22/2021 Planning: Engineering: A preconstruction meeting must be held prior to beginning construction, contact the Engineering Dept. (980) 521-8455 to schedule. Final Approval City of Concord Scott Sherrill - 06/17/2021 Clinton Schoaf - 06/23/2021 C001 ’’ ’’ ’ “ ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 4/23/2021 C100 ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 · · · · 4/23/2021 FIRE LANE ONLY ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 C200 4/23/2021 FIRE LANE ONLY C201 FEET 0 30 60 ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 4/23/2021 FIRE LANE ONLY FIRE LANE ONLY C202 ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 4/23/2021 ON L Y C203 ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 4/23/2021 ON L Y FEET 0 40 80 C204 ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 4/23/2021 ON L Y FEET 0 40 80 C205 ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 4/23/2021 ON L Y ON L Y FEET 0 40 80 C206 ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 4/23/2021 ON L Y C210 FEET 0 40 80 ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 4/23/2021 C211 ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 4/23/2021 C212 ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 4/23/2021 C213 ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 4/23/2021 C214 ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 4/23/2021 C215 ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 4/23/2021 C216 ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 4/23/2021 C217 ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 4/23/2021 C218 ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 4/23/2021 C219 ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 4/23/2021 C220 ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 4/23/2021 C221 ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 4/23/2021 C230 SIDEWALK DETAILSP01ACCESSIBLE PARKING SIGNAGE DETAILSP04 WHEEL STOP DETAILSP03 ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 CURB AND GUTTERSP07 4/23/2021 C231 ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 4/23/2021 C232 ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 4/23/2021 FIRE LANE ONLY ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 C300 4/23/2021 FIRE LANE ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 C301 4/23/2021 FI R E L A N E C310 FEET 0 20 40 ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 ANTI-SEEP COLLAR RCP PIPESD05 SF1 - SAND FILTER 1 SCM CROSS SECTION SAND FILTER OUTLET STRUCTURE DETAIL 4/23/2021 C320 ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 REV D7001-110-188DWG NO.1 OF 1SHEET1:30SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DRAIN BASIN, INLINE DRAIN, & ROAD & HIGHWAY ( H-20 TRAFFIC LOAD) ASPHALT INSTALLATION DETAIL TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 4-4-06DATE EBCDRAWN BY 12-29-11 CCA THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. ® ©2011 NYLOPLAST DRAIN BASIN INLINE DRAIN ASPHALT INSTALLATION 1 - THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE WELL PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 2 - TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. 4" MIN ON 12" - 24" 6" MIN ON 30" ROAD & HIGHWAY ASPHALT ABOVE CONCRETE SLAB 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE REV D7001-110-111DWG NO.1 OF 1SHEET1:25SCALEDWG SIZE A 3130 VERONA AVE BUFORD, GA 30518 PHN (770) 932-2443 FAX (770) 932-2490 www.nyloplast-us.com DRAIN BASIN & INLINE DRAIN NON TRAFFIC INSTALLATION TITLE PROJECT NO./NAME MATERIAL DATE REVISED BY 9-30-99DATE CJADRAWN BYTHIS PRINT DISCLOSES SUBJECT MATTER IN WHICH NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR TECHNICAL INFORMATION SHOWN HEREIN REPRODUCTION OF THIS PRINT OR ANY INFORMATION CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 12-29-11 CCA DRAIN BASIN INLINE DRAIN THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE WELL PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. NON TRAFFIC INSTALLATION TOP SOIL GRATE/COVER TOP SOIL GRATE/COVER ® ©2011 NYLOPLAST 4" MIN ON 8" - 24" 6" MIN ON 30"THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I OR CLASS II MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE WELL PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 4/23/2021 C321 ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 4/23/2021 C400 FEET 0 40 80 ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 4/23/2021 C401 FEET 0 40 80 ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 4/23/2021 C420 ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 TEMPORARY CONSTRUCTION ENTRANCEEC02 TEMPORARY DIVERSION DITCHEC12 RIPRAP APRONEC04 INLET PROTECTIONEC03 SPECIAL STILLING BASIN REV. 01/05 4/23/2021 C421 TEMPORARY SLOPE DRAINEC10 DIVERSION DITCH WITH WATTLE DAMSEC11 POROUS BAFFLE DETAILEC01 ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 SILT FENCEEC05 SILT FENCE OUTLETEC07 4/23/2021 C422 ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 4/23/2021 C423 ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 4/23/2021 FIRE LANE ONLY ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 C600 4/23/2021 FIRE LANE ONLY ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 C601 4/23/2021 FIRE LANE ONLY ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 C602 4/23/2021 ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 C610 FEET 0 40 80 · · · · 4/23/2021 C620 ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 WSACC 4/23/2021 C621 ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 4/23/2021 ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 C622 4/23/2021 FIRE LANE ONLY ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 L100 Species Genus Family Native Count Percentage Less than 10%? Black Gum Nyssa Nyssaceae Yes 10 1.7%YES Eastern Red Cedar Juniper Cupressaceae Yes 10 1.7%YES Short Leaf Pine Pinus Pinaceae Yes 11 1.8%YES Flowering Crabapple Malus Rosaceae No 18 3.0%YES American Holly Ilex Holly Yes 18 3.0%YES Emily Bruner Holly Ilex Holly No 52 8.7%YES Witch Hazel Hamamelidaceae No 51 8.5%YES Mountain Andromeda Viburnum Adoxaceae Yes 51 8.5%YES Pfitzer Juniperus Cupressaceae No 55 9.2%YES Dwarf Huckleberry Gaylussacia Ericaceae Yes 53 8.8%YES Sweet Pepperbush Clethra Clethraceae Yes 55 9.2%YES Indian Azalea Rhododendron Ericaceae No 53 8.8%YES Carolina Rose Rosa Rosaceae Yes 55 9.2%YES Wintergreen Barberry Berberis Berberidaceae No 53 8.8%YES Sweetshrub Calycanthus Calycanthaceae Yes 56 9.3%YES Family Count Percentage Less than 30%? Nyssaceae 10 1.7%YES Cupressaceae 65 10.8%YES Pinaceae 11 1.8%YES Rosaceae 73 12.1%YES Holly 70 11.6%YES Hamamelidaceae 51 8.5%YES Adoxaceae 51 8.5%YES Ericaceae 106 17.6%YES Clethraceae 55 9.2%YES Berberidaceae 53 8.8%YES Calycanthaceae 56 9.3%YES Genus Count Percentage Less than 20%? Nyssa 10 1.7%YES Juniper 10 1.7%YES Pinus 11 1.8%YES Malus 18 3.0%YES Ilex 70 11.6%YES 51 8.5%YES Viburnum 51 8.5%YES Juniperus 55 9.2%YES Gaylussacia 53 8.8%YES Clethra 55 9.2%YES Rhododendron 53 8.8%YES Rosa 55 9.2%YES Berberis 53 8.8%YES Calycanthus 56 9.3%YES Yard Calculations Type Width Length Required Shade Trees Provided Shade Trees Required Ornamental Provided Ornamental Large/Medium Shrubs Small Shrubs Required Points Provided Points Requrements Check Perimeter Buffer 1 B 15 641 9 9 7 12 42 143 449 449 YES Perimeter Buffer 2 B 15 299 4 7 3 6 14 48 210 210 YES Street Yard 1 B 15 267 4 5 3 8 0 79 187 187 YES Street Yard 2 B 15 483 7 7 5 7 35 108 339 339 YES Building Yard 1 3 12 122 3 3 3 3 0 44 98 98 YES Screen Yards -------12 9 --N/A Total Plants 601 Number of Native Plants 319 Percentage of Native Plants 53% 4/23/2021 TREE PLANTING DETAIL TREE PROTECTION DETAIL SHRUB PLANTING BED L101 ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 4/23/2021 FEET 0 50 100 WQ100 ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 4/23/2021 FIRE LANE ONLY FEET 0 50 100 WQ101 ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 4/23/2021 25,609 SF STORAGE - S1 OCCUPANCY AND LIFE SAFETY STORAGE - S1 Calculating... EXIT "A"EXIT "B" EXIT "C" F G C EX2 EX2 EX1 EX1 EX1 EX1 EX1 EX1 EX1 EX1FEa FEa FE a FEa FEa FEa FEa FEaFEa FE a FEa 35" 67" A H J D BE EX2 EX1 EX1 EM2 EM2 LIFE SAFETY LEGEND EX1 LED EXIT SIGN WITH BATTERY BACKUP EX2 LED BATTERY BACK UP EXIT SIGN WITH EXTERIOR GYMBOL LIGHT EM2 2-HEAD EMERGENCY FIXTURE WITH BATTERY BACKUP FE FIRE EXTINGUISHER SYMBOL CODE DESCRIPTION FIRE RATED WALL LEGEND NO FIRE RATING 1 HOUR FIRE RATING 2 HOUR FIRE RATING "IDENTIFY WHICH WALLS ARE RATED ON THE PLANS. (IDENTIFICATION OF THE FIRE BARRIERS) SHALL BE BY SIGNS OR STENCILING PERMANENTLY INSTALLED ON ALL RATED BARRIERS OR WALLS, ABOVE ANY DECORATIVE CEILING AND/OR IN CONCEALED SPACES. THE LETTERING SHALL BE 2”IN HEIGHT AND SPACED EVERY 12FT. THE FOLLOWING WORDING IS RECOMMENDED “2 HOUR FIRE AND SMOKE BARRIER PROTECT ALL OPENINGS” TRAVEL DISTANCES A FINISH 179'-1" A B FINISH 199'-8" B C FINISH 149'-9" A D FINISH 169'-11" B E FINISH 185'-8" B F FINISH 196'-8" B G FINISH 115'-11" B H FINISH 102'-5" B J FINISH 108'-3" B SYMBOL LEVEL DISTANCE EXIT PL O T D A T E : FI L E N A M E : DR A W I N G T I T L E PR O J E C T IS S U E S / R E V I S I O N S SCALE: PROJECT NO: DATE: DRAWN BY: CHECKED BY: COPYRIGHT NOTICE. NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC, MECHANICAL, PHOTOCOPYING, RECORDING, OR OTHERWISE, WITHOUT PRIOR WRITTEN PERMISSION OF H2A CORPORATION. ISSUED FOR CONSTRUCTION WWW.H2ACORP.COM 11 / 7 / 2 0 1 9 1 : 3 7 : 2 2 P M BI M 3 6 0 : / / 2 0 1 9 - 0 0 1 3 M S D - C o n c o r d P k w y / M S D - C o n c o r d P k wy - B u i l d i n g A ( M a i n ) . r v t As indicated G0.2A 2019-0013 10-25-2019 JB PH OC C U P A N C Y & L I F E S A F E T Y P L A N MI N I S T O R A G E D E P O T O N C O N C O R D P A R K W A Y B L D G A 41 6 5 C O N C O R D P A R K W A Y S . CO N C O R D , N C 2 8 0 2 5 1/16" = 1'-0"G0.2A 1 OCCUPANCY & LIFE SAFETY PLAN - FINISH FLOOR CONSTRUCTION INFORMATION (IBC) CONSTRUCTION TYPE (CHAPTER 6 IBC) IIB BUILDING ELEMENT RATING (TABLE 601 IBC) 0PRIMARY STRUCTURE BEARING WALLS EXTERIOR 0 BEARING WALLS INTERIOR 0 NON BEARING WALLS AND PARTITION EXTERIOR 0 NON BEARING WALLS AND PARTITION INTERIOR 0 FLOOR CONSTRUCTION 0 ROOF CONSTRUCTION 0 INTERIOR WALL AND CEILING FINISH REQUIREMENTS (TABLE 803.9 IBC) CLASS CINTERIOR EXIT STAIRWAYS, RAMPS AND EXIT PASSAGEWAYS CORRIDORS AND EXIT ENCLOSURES CLASS C ROOMS AND ENCLOSED SPACES CLASS C *SEE SHEET G002 FOR NFPA REQUIREMENTS ON CONSTRUCTION PROJECT SCOPE PROJECT SCOPE SITE BUILDING EXTERIOR & FINISHES BUILDING INTERIOR & FINISHES PROJECT TYPE CONCERETE SIDEWALKS, CONCRET CURB & GUTTER, BOLLARDS, PAVING & STRIPING AROUND BUILDING (N.I.C.) THE BUILDING FACADE IS COMPOSED OF METAL WALL PANELS, COLD FORMED METAL STUD FRAMING, ROLL-UP DOORS, HOLLOW METAL DOORS, STANDING SEAM METAL ROOF AND ALUMINUM GUTTERS & DOWNSPOUTS. STORAGE UNITS WITH EXTERIOR ACCESSIBLE UNITS; FINISHES: STAINED CONCRETE, COLD FORMED METAL STUD FRAMING, METAL WALL PANELS, METAL BASE, AND INTERIOR PAINT. NEW CONSTRUCTION FIRE EXTINGUISHER LEGEND FEC FIRE EXTINGUISHER CABINET: SEMI-RECESSED EQUAL TO LARSEN'S ARCHITECTURAL SERIES VERTICAL DUO INA #4 STAINLESS STEEL FINISH FEa FIRE EXTINGUISHER: WALL MOUNT MINIMUM RATING 4A FEb FIRE EXTINGUISHER: UNDER COUNTER MINIMUM RATING 4A FIRE EXTINGUISHER GENERAL NOTES 1.ALL FIRE EXTINGISHER ARE AS REQUIRED BY THE LOCAL FIRE MARSHALL 2.ALL STRUCTURES UNDER CONSTRUCTION, ALTERATION OR DEMOLITION SHALL BE PROVIDED WITH NO FEWER THAN ONE APPROVED PORTABLE FIRE EXTINGUISHER 3.ALL FIRE EXTINGUISHERS SHALL BE PLACES NO FARTHER THAN 75' FROM ONE ANOTHER EGRESS CALCULATIONS (IBC) OCCUPANCY NUMBER OF OCCUPANTS IBC SECTION 1005.3 EGRESS WIDTH: FIRST LEVEL STORAGE - 51 OCCUPANTS x 0.2 OCCUPANTS PER INCH = 10.2 INCHES TOTAL REQUIRED EXITING CAPACITY = 10.2 INCHES PROPOSED EXITING CAPACITY = 173" TRAVEL DISTANCE: (SECTION 1016.2 IBC) STORAGE -S1: 250 FEET WITH AUTOMATIC SPRINKLER SYSTEM DEAD END LIMIT: 50 FEET S1 51 OCCUPANCY INFORMATION (IBC) OCCUPANCY ALLOWABLE BUILDING AREA (CHAPTER 5 IBC) (CHAPTER 3 IBC) ALLOWABLE BUILDING HEIGHT (TABLE 503 IBC) PROPOSED BUILDING AREA PROPOSED BUILDING HEIGHT SPRINKLERED UNLIMITED AREA INCREASE ALLOWED SECTION 507 (IBC) MINIMUM OCCUPANT LOAD TABLE 1004.1.2 (IBC) AREA INCREASE SECTION 506.2 AND 506.3 (IBC) TOTAL OCCUPANTS S1 70,000 SF 55' - 0" 25,609 SF 18' 0" YES NO 500 (280 / 600 - 0.25) 20 / 30 = 0 300% INCREASE FOR ONE STORY ABOVE GRADE 0 52,500 SF 17,500 SF + 52,500 SF + 0 = 70,000 SF 51 N PLAN NORTH N TRUE NORTH JURISDICTION JURISDICTION CONTACT NAME OF JURISDICTION JURISDICTION ADDRESS PHONE: EMAIL: CURRENT CODES • 2018 EXISTING BUILDING CODE (IEBC) W/ NORTH CAROLINA AMENDMENTS • 2017 NATIONAL ELECTRIC CODE (NEC) W/ NORTH CAROLINA AMENDMENTS • 2018 INTERNATIONAL MECHANICAL CODE (IMC) W/ NORTH CAROLINA AMENDMENTS • 2018 INTERNATIONAL PLUMBING CODE (IPC) W/ NORTH CAROLINA AMENDMENTS • 2018 INTERNATIONAL FIRE CODE (IFC) W/ NORTH CAROLINA AMENDMENTS • 2018 INTERNATIONAL FUEL GAS CODE (IFGC) W/ NORTH CAROLINA AMENDMENTS • 2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC) W/ NORTH CAROLINA AMENDMENTS • 2018 INTERNATIONAL ENGERGY CONSERVATION CODE (IECC) W/ NORTH CAROLINA AMENDMENTS BUILDING INSPECTION CABARRAS COUNTY BUILDING PERMITS PO BOX 707 CONCORD, NC 28026 704-920-2100 NO D A T E DE S C R I P T I O N 10 - 2 5 - 2 0 1 9 I S S U E D F O R C O N S T R U CT I O N FINISH FLOOR 0' -0" 12 EAVE HEIGHT 10' -0" TOP OF PARAPET (LOW) 16' -0" EIFS-1BRK-1 TOP OF PARAPET (HIGH) 18' -0" (TYP.) (TYP.) (TYP.) 1' - 0" EIFS-1 COLUMN 16 ' - 0 " 44' - 8 7/8" 1' - 11 3/8" 44' - 8 7/8" FINISH FLOOR 0' -0" EAVE HEIGHT 10' -0" AB TOP OF PARAPET (LOW) 16' -0" TOP OF PARAPET (HIGH) 18' -0" EIFS-1 GLS-6 BRK-1 AWN-1 (TYP.) 12' - 5" 10' - 0" 32' - 0" 10' - 0" 32' - 0" 10' - 0" 32' - 0" 10' - 0" 32' - 0" 10' - 0" 32' - 0" 10' - 0" 18' - 0" 4' - 0" 10' - 0" 4' - 0" 10' - 0" 4' - 0" 282' - 5"1' - 0" BRK-1 (TYP.)(TYP.)(TYP.) EIFS-1 BRK-1 COLUMN (TYP.) GLS-2 STF-1 GLS-6GLS-6GLS-6GLS-6GLS-6 3' - 4 " FINISH FLOOR 0' -0" EAVE HEIGHT 10' -0" A B GLS-2 TOP OF PARAPET (LOW) 16' -0" EMD-3 TOP OF PARAPET (HIGH) 18' -0" (TYP.) EIFS-1 BRK-1 (TYP.) (TYP.) GLS-2 EMP-1 EMP-4EIFS-1 EMP-4 (TYP.)(TYP.)(TYP.) PARAPET THRU- GUTTER OPENING PARAPET BEYOND 1' - 0"66' - 5 1/2"14' - 0"120' - 11"14' - 2"56' - 1 3/4"6' - 0"4' - 4 3/4" COLUMN 5 3/8"281' - 4 1/4"3 3/8" FINISH FLOOR 0' -0" 1 2 EAVE HEIGHT 10' -0" EIFS-1 TOP OF PARAPET (LOW) 16' -0" BRK-1 GLS-2 TOP OF PARAPET (HIGH) 18' -0" GLS-2 AWN-1 GLS-6 BRK-1AWN-1 (TYP.) (TYP.) (TYP.) (TYP.) (TYP.) (TYP.) (TYP.) (TYP.) 4' - 0" 10' - 0" 4' - 0" 10' - 0" 4' - 0" 10' - 0" 4' - 0" 46' - 2 1/2" PL O T D A T E : FI L E N A M E : DR A W I N G T I T L E PR O J E C T IS S U E S / R E V I S I O N S SCALE: PROJECT NO: DATE: DRAWN BY: CHECKED BY: COPYRIGHT NOTICE. NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC, MECHANICAL, PHOTOCOPYING, RECORDING, OR OTHERWISE, WITHOUT PRIOR WRITTEN PERMISSION OF H2A CORPORATION. ISSUED FOR CONSTRUCTION WWW.H2ACORP.COM 11 / 7 / 2 0 1 9 1 : 3 6 : 5 4 P M BI M 3 6 0 : / / 2 0 1 9 - 0 0 1 3 M S D - C o n c o r d P k w y / M S D - C o n c o r d P k wy - B u i l d i n g A ( M a i n ) . r v t 1/16" = 1'-0" A2.1A 2019-0013 10-25-2019 JB PH EX T E R I O R E L E V A T I O N S MI N I S T O R A G E D E P O T O N C O N C O R D P A R K W A Y B L D G A 41 6 5 C O N C O R D P A R K W A Y S . CO N C O R D , N C 2 8 0 2 5 1/16" = 1'-0"A2.1A 4 EXTERIOR ELEVATION - EAST 1/16" = 1'-0"A2.1A 1 EXTERIOR ELEVATION - NORTH 1/16" = 1'-0"A2.1A 2 EXTERIOR ELEVATION - SOUTH 1/16" = 1'-0"A2.1A 3 EXTERIOR ELEVATION - WEST EXTERIOR FINISHES LEGEND COLOR CODE MATERIAL SURFACE MANUFACTURER PRODUCT INFORMATION AWN-1 FABRIC AWNING FABRIC AWNING COOL PLANET AWNINGS SHED STYLE, SUNBRELLA FABRIC, COLOR:SLATE 4684-0000 BRK-1 EXTERIOR BRICK EXTERIOR WALLS BORAL BRICK / MERIDIAN BRICK BESSAMER ARCHITECHURAL SERIES, COLOR: CRIMSON BRK-2 EXTERIOR BRICK EXTERIOR WALLS BORAL BRICK / MERIDIAN BRICK COLOR: CRIMSON MODULAR STYLE HERRINGBONE OR 45 DEGREE INSTALL EIFS-1 EXTERIOR INSULATION FINISHES SYTEM EXTERIOR WALLS STO COLOR: CHAMPAGNE GLS-2 CLEAR GLASS STOREFRONT GLASS CLEAR SOLARDAN 70 XL + 2 CLEAR GLS-6 BLACK SPANDREL ALUMINUM FRAMES AND GLASS GLASS BLACK TRIFAB 451 SPANDREL HMD-1 EXTERIOR PAINT MAN DOORS OWNER REVIEW COLOR: URBAN BRONZE 7048 MTL-1 VERTICAL CORRUGATED METAL PANEL EXTERIOR WALLS TRACHTE COLOR: CREAM BEIGE MTL-3 SOLID SMOOTH METAL GUTTER GUTTERS AND DOWNSPOUTS TRACHTE COLOR: EVERGREEN STF-1 STOREFRONT ALUMINUM STOREFRONT KAWNEER ANODIZED ALUMINUM 3.5" FRAME, COLOR: BLACK #29 WLV-1 POWDER COATED METAL LOUVER RUSKIN COLOR: MATCH WALL SURFACE COLOR NO D A T E DE S C R I P T I O N 10 - 2 5 - 2 0 1 9 I S S U E D F O R C O N S T R U CT I O N FIXED, 8" DIAMETER, STEEL PIPE BOLLARD FILLED WITH CONCRETE, PAINTED SAFETY YELLOW 3000 PSI CONCRETE FOOTING FINISHED GRADE 3' - 6 " 4' - 0 " 6"6" 6" 7' - 6 " GENERAL NOTE: SHOWN BY LETTER BL ON PLAN ASPHALT TACK COAT ASPHALT PRIME COAT GRADED AGGREGATE COMPACTED SUBGRADE POURED IN PLACE CONCRETE ASPHALT TACK COAT ASPHALT PRIME COAT GRADED AGGREGATE BASE COMPACTED SUBGRADE LANDSCAPING OR CONCRETE, SEE CIVIL 6" 6" CONCRETE CURB WITH 1" TOOLED EDGE BOLLARD BOLLARD CONCRETE SLAB CONCRETE APRON BOLLARD BOLLARD AS1.2 4 AS1.2 8AS1.2 3 9' - 0 " 1' - 0 " 1' - 0"18' - 0"1' - 0" 20' - 0" 1' - 0 " 9' - 0 " 20 ' - 0 " 7' - 4" 4' - 0 3/4" 7' - 4" CLEAR 11' - 0" 8'-0" BLACK VINYL OPQAUE GATE PREFINISHED METAL CAP FLASHING ON WOOD BLOCKING WITH NAILERS AND FLASHING CLIPS 8" SPLIT FACED CONCRETE MASONRY UNIT PAINT TO MATCH BUILDINGS CONDUIT AND JUNCTION BOXES AS REQUIRED FOR POWER MINI STORAGE DEPOT SIGN, BY SIGNAGE COMANY PERIMETER BRICK PAVER, SEE CIVIL REIFORCING FOR BLOCK TO FOOTING TIE REIFORCING FOR BRICK TIES MODULAR BRICK 8" CONCRETE MASONRY UNITS AS1.2 8 8' - 0 " 4" ASPHALT, SEE CIVIL PREFINISHED METAL CAP FLASHING ON WOOD BLOCKING WITH NAILERS AND FLASHING CLIPS CONCRETE FLOOR SLAB 8" SPLIT FACED CONCRETE MASONRY UNIT EDGE OF CURB EDGE OF CURB FENCE LINE EDGE OF CURB PTI GOOSENECK KEYPAD PTI GOOSENECK KEYPAD BOLLARD LOCATION BOLLARD LOCATION BARRIER GATE ARM OPERATOR BARRIER GATE ARM OPERATOR OUTSIDE INSIDE EDGE OF UNDERGROUND CONCRETE PAD FOR VPL OPERATOR G.C. TO VERIFY PER MANUFACTURER'S SPECIFICATIONS G.C. TO VERIFY GATE SIZE PER MANUFACTURER'S RECOMMENDATIONS EDGE OF UNDERGROUND CONCRETE PAD FOR VPL OPERATOR CONDUIT STUB UP VERTICAL GATE MOTOR 10 ' - 0 " 10 ' - 0 " 8" CONDUIT STUB UP 7' - 0" VERTICAL GATE MOTOR 8" GATE W/KEYPAD ACCESS PL O T D A T E : FI L E N A M E : DR A W I N G T I T L E PR O J E C T IS S U E S / R E V I S I O N S SCALE: PROJECT NO: DATE: DRAWN BY: CHECKED BY: COPYRIGHT NOTICE. NO PART OF THIS DOCUMENT MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC, MECHANICAL, PHOTOCOPYING, RECORDING, OR OTHERWISE, WITHOUT PRIOR WRITTEN PERMISSION OF H2A CORPORATION. ISSUED FOR CONSTRUCTION WWW.H2ACORP.COM 12 / 2 2 / 2 0 2 0 1 0 : 0 8 : 2 5 A M BI M 3 6 0 : / / 2 0 1 9 - 0 0 1 3 M S D - C o n c o r d P k w y / M S D - C o n c o r d P k wy - A r c h S i t e . r v t As indicated AS1.2 2019-0013 10-25-2019 RM PH SI T E D E T A I L S MI N I S T O R A G E D E P O T O N C O N C O R D P K W Y A R C H S I T E 41 6 5 C O N C O R D P K W Y S O U T H CO N C O R D , N C 2 8 0 2 5 MAILBOX: HEAVY DUTY RURAL MAILBOX (MODEL #4850), W/SALSBURY STANDARD MAILBOX POST MODEL (#4895BLK) - IN GROUND MOUNTED - BLACK (MAILBOXES.COM) G.C. TO COORDINATE WITH POSTMASTER DROPBOX: OASIS DROP BOX, SKU 6103 (MAILBOXESRESIDENTIAL.COM) G.C. TO COORDINATE W/OWNER 1/2" = 1'-0"AS1.2 9 TYPICAL BOLLARD DETAIL 1 1/2" = 1'-0"AS1.2 3 FLUSH COCRETE WITH ASPHALT DETAIL 1 1/2" = 1'-0"AS1.2 5 CONCRETE CURB DETAIL 1/4" = 1'-0"AS1.2 1 ENLARGED DUMPSTER PLAN 1/4" = 1'-0"AS1.2 6 EXTERIOR ELEVATION - DUMPSTER GATE 1/2" = 1'-0"AS1.2 8 PYLON SECTION 1/2" = 1'-0"AS1.2 7 PYLON SIGN 1/4" = 1'-0"AS1.2 4 DUMPSTER SECTION NO DATE DESCRIPTION 10-25-2019 ISSUED FOR CONSTRUCTION 1 11-05-2019 OWNERSHIP COMMENT 1 3 12-11-2019 OWNERSHIP COMMENTS 4 12-22-2020 PERMIT COMMENTS 3/16" = 1'-0"AS1.2 2 LIFT GATE ISLAND DESIGN 1 3 4 FI R E L A N E ONLY FEET 0 60 120 SD100 ICEs CIVIL GEOTECHNICAL SURVEYING PO BOX 268 CONCORD, NC 28026-0268 P. 704.786.5404 F. 704.786.7454 www.cesicgs.com NCBELS CORP. NO. C-0263 ©COPYRIGHT 2012 4/23/2021