Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
TWAS WILMINGTON @ MARKET STREET_v1 (1)
© 2022 Microsoft Corporation © 2022 Maxar ©CNES (2022) Distribution Airbus DS © 2022 Microsoft Corporation © 2022 TomTom S S SITE OVERVIEW TIDAL WAVE AUTO SPA WILMINGTON @ MARKET STREET WILMINGTON, NORTH CAROLINA DEVELOPER: SHJ CONSTRUCTION GROUP 124 EAST THOMPSON STREET POST OFFICE DRAWER 311 THOMASTON, GA 30286 CONTACT: ALEX PERRY PHONE: 478-972-2418 OWNER: WAVERLY INVESTMENTS LLC 6210 WOLFHEAD COURT, WILMINGTON, NC 28411 CIVIL ENGINEER & LANDSCAPE ARCHITECT: SEAMON WHITESIDE & ASSOCIATES, LLC 203 E. PETERSON DRIVE, SUITE B CHARLOTTE, NC 28217 CONTACT: TOMMIE LITTLE PHONE: 980-312-5450 SURVEYOR: DONALDSON GARRETT & ASSOCIATES, INC. 9741-L SOUTHERN PINE BLVD CHARLOTTE, NC 28273 PROJECT CONTACTS UTILITY CONTACTS: CAPE FEAR PUBLIC UTILITY AUTHORITY 235 GOVERNMENT CENTER DRIVE, WILMINGTON, NC 28403 CONTACT: JEFF THEBERGE PHONE: 910-332-6673 GENERAL NOTES PROJECT DESCRIPTION SITE LOCATION MAP MUNICIPALITY CONTACTS: NEW HANOVER PLANNING & LAND USE 230 GOVERNMENT CENTER DR #110 WILMINGTON, NC 28403 CONTACT: JULIAN GRIFFEE PHONE: 910-798-7444 C1.0 TITLESHEET 20 40 80 SCALE: 1" = 40' 0 S E W N R Know what's below. before you dig.Call PROJECT SURVEY INFORMATION AND CONTRACTOR VERIFICATION REQUIREMENTS 1.BOUNDARY, TOPOGRAPHIC, TREE, WETLAND DELINEATION, AND OTHER EXISTING CONDITIONS SHOWN ARE FROM SURVEY PREPARED BY DONALDSON, GARRETT & ASSOCIATES, INC. 2.ALL ELEVATIONS ARE BASED ON NAVD88 DATUM. 3.THE CONTRACTOR SHALL VERIFY THE EXISTING TOPOGRAPHIC WORK, EXISTING UTILITY LINE LOCATIONS AND ELEVATIONS PRIOR TO BEGINNING WORK. SHOULD THE CONTRACTOR FIND ANY DISCREPANCIES ON THE DRAWINGS PRIOR TO BEGINNING WORK OR DURING CONSTRUCTION, THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 4.THE CONTRACTOR SHALL MAINTAIN AND BE SOLELY RESPONSIBLE FOR JOBSITE SAFETY. 5.AN AUTOCAD BASE PLAN OF THIS DRAWINGS CAN BE PROVIDED TO THE CONTRACTOR UPON REQUEST. ENGINEER SHALL NOT BE RESPONSIBLE FOR ERRORS IN ELECTRONIC DATA. 6.THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL PLANS AND COORDINATION WITH NEW HANOVER COUNTY FOR LANE/ROAD CLOSURE AS NEEDED THROUGHOUT CONSTRUCTION. 7.ALL SITE WORK TO BE PERFORMED IN CONFORMANCE WITH THE NEW HANOVER PLANNING AND LAND USE STANDARDS MANUAL. MATERIAL SPECIFICATIONS ARE PROVIDED IN THE SPECIFICATIONS AND SPECIAL PROVISIONS SECTION. 8.ALL UTILITY INSTALLATIONS, PUBLIC AND PRIVATE, SHALL BE PERFORMED IN CONFORMANCE WITH THE CAPE FEAR PUBLIC UTILITY AUTHORITY POLICIES, PROCEDURES, STANDARDS AND SPECIFICATIONS. CO P Y R I G H T c S E A M O N , W H I T E S I D E & A S S O C I A T E S , I N C . TH I S D R A W I N G S H A L L N O T B E R E P R O D U C E D I N A N Y M A N N E R O R U S E D F O R A N Y P U R P O S E W I T H O U T W R I T T E N P E R M I S S I O N . 10/27/22 CL1326 ATZ DWJ 10/28/2022DATE: 50 1 W A N D O P A R K B O U L E V A R D , S U I T E 2 0 0 | M O U N T P L E A S A N T , S C 2 9 4 6 4 | 5 0 8 R H E T T S T R E E T , S U I T E 1 0 1 | G R E E N V I L L E , S C 2 9 6 0 1 WI L M I N G T O N @ M A R K E T S T R E E T WI L M I N G T O N , N O R T H C A R O L I N A TI D A L W A V E A U T O S P A REVISION HISTORY DRAWN BY: CHECKED BY: SW+ PROJECT: MOUNT PLEASANT, SC 843.884.1667 GREENVILLE, SC 864.298.0534 WWW.SEAMONWHITESIDE.COM SUMMERVILLE, SC 843.972.0710 SPARTANBURG, SC 864.272.1272 CHARLOTTE, NC 980.312.5450 NO. C-2466 SEAMON,N O R T H CAROLIN A F O I WHITESIDE &ASSOCIATES, INC. T T IC C F AU T H O RIZATIONE R AE 048282 SEAL P R O F E SSION A L ENGINE E R N O R T H C AROLI N A T O M MIE L .L I T T LE PROJECT DATA: THIS PROJECT IS LOCATED ON A 1.75 ACRE SITE, IN WILMINGTON, NC. THE PROPERTY AS IT EXIST IS AN UNDEVELOPED SITE. THE PROPOSED DEVELOPMENT WILL BE AND AUTOMATED CAR WASH WITH ASSOCIATED PARKING AND INFRASTRUCTURE. FLOOD ZONE: THIS PROPERTY IS LOCATED OUTSIDE OF ANY REGULATED FLOOD ZONES, ZONEX (OTHER AREAS), NAVD88, SCALED FROM THE FIRM NEW HANOVER COUNTY, NORTH CAROLINA PANEL NO. 3720316900K. PROPERTY INFORMATION: PARCEL ID: R3600-003-074-000 & R3600-003-075-000 ZONING DISTRICT: B-1 OVERLAY DISTRICT: SHO SW E E T W A T E R D R I V E MARKET STREET HIGHWAY 17 8001 MARKET STREET PID: R03600-003-067-000 OWNER: CANADY RECOVABLE LIVING TRUST 8035 MARKET STREET PID: R03600-003-119-000 OWNER: WALMART REAL ESTATE BUSINESS TR 112 SWEETWATER DRIVE PID: R03600-003-073-000 OWNER: JOLLY AARON DANIEL SARA A 108 SWEETWATER DRIVE PID: R03600-003-076-000 OWNER: JOLLY ARNOLD JR SHERI S ETAL SHEET INDEX C1.0 TITLESHEET C1.1 LEGEND & REVISION NOTES C2.1 SURVEY C3.1 EXISTING CONDITIONS & DEMO PLAN C4.1 EROSION CONTROL PHASE I C4.2 EROSION CONTROL PHASE II C4.3 EROSION CONTROL PHASE III C4.4 EROSION CONTROL DETIALS C4.5 EROSION CONTROL DETIALS C5.1 SITE PLAN C6.1 OVERALL GRADING & DRAINAGE C7.1 UTILITY PLAN & PROFILES C8.1 CONSTRUCTION DETAILS C8.2 CONSTRUCTION DETAILS C8.3 CONSTRUCTION DETAILS C8.4 CONSTRUCTION DETAILS L1.0 LANDSCAPE PLAN L1.1 PLANT SCHEDULE & DETAILS & NOTES 8005 MARKET STREET PID: R03600-003-074-000 OWNER: TWAS PROPERTIES LLC OBJECTS AND SYMBOLS Benchmark Sanitary Sewer Manhole Sanitary Sewer Manhole ID # Sanitary Sewer Cleanout Double Sanitary Sewer Service (Residential Only) Single Sanitary Sewer Service (Residential Only) TYPE 16 Storm Drainage Structure (CI-16) Storm Drainage Structure ID # Telephone Box Telephone Manhole Electrical Box Electrical Manhole Power Pole Light Pole Fire Hydrant Assembly Water Line Valve Water Line Reducer Single Water Service (Residential Only) Double Water Service (Residential Only) Water Blowoff Sign ADA Accessible Parking Space Spot Elevation Drainage Basin Area Revision ID # Parking Count ID # Lot # EXISTING NEW N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A X.XX MH Ac C S T T E E Keynote N/A YI TYPE 17 Storm Drainage Structure (Right) (CI-17) TYPE 17 Storm Drainage Structure (Left) (CI-17) TYPE 18 Storm Drainage Structure(CI-18) Catch Basin (CB) Isolation Box (IB) Storm Drainage Junction Box (JB) Yard Inlet (YI) ABBREVIATIONS EXISTING NEW Sewer Easement Storm Easement Drainage Easement General Utility Easement Access Easement Ingress/Egress Easement Pond Maintenance Easement Polyvinyl Chloride Pipe Reinforced Concrete Pipe High Density Corrugated Polyethylene Pipe Water Surface Elevation Home Owner's Association Property Owners Association Corrugated Metal Pipe Ex. S.E. Ex. W.E. Ex. D.E. Ex. G.U.E. Ex. A.E. Ex. I/E E. Ex. P.M.E. Ex. PVC Ex. RCP Ex. HDPE Ex. W.S.E. Ex. HOA Ex. POA Ex. CMP S.E. W.E. D.E. G.U.E. A.E. I/E E P.M.E. PVC RCP HDPE W.S.E. HOA POA CMP Ductile Iron Pipe Ex. DIP DIP TR TS SR S PS M LE FG EC DC BF CW Turf Reinforcement Mat Sodding (See Turf and Grasses Specs) Surface Roughening Temporary Seeding (See Schedule in EC Notes) Permanent Seeding (See Turf and Grasses Species) Mulching (See Turf and Grasses Species) Typical Lot Erosion Control Plan Flexible Growth Medium (See Turf and Grasses Species) Dust Control Erosion Control Blanket (See Turf and Grasses Species) Bonded Fiber Matrix (See Turf and Grasses Species) Concrete Washout Basin Filter Fabric Inlet Protection Block & Stone Inlet Protection Temp. Sediment Control Tube (See Tube) Turf Reinforcement Mat Outlet Protection ( and Turf and Grasses Specs) Temp. Rock Ditch Checks Curb Inlet Sediment Filter Temp. Curb Inlet Weep Filter Both Curb Inlet Filters (See Above) Construction Entrance OBJECTS AND SYMBOLS Adjoining Property Line Centerline Easement Setback Sanitary Sewer (Gravity) Sanitary Sewer (Force Main) Water Line Curb & Gutter (Straight) (Same as Existing) (Same as Existing) Curb & Gutter (Roll) Previous Phase Storm Drain Pipe Roof Drain Subsurface Drainage Silt Fence, Standard Silt Fence, Reinforced Phase Line Drainage Basin Limits Flood Zone Conduit Natural Gas Overhead Electrical Underground Electrical Underground Telephone Underground Cable N/A N/A Underground Fiber Optic Fence Elevation Contour Revision Cloud (Encloses Revision)N/A N/AWater Line Bends, Angle Varies DRAWING LEGEND 22 22 SWPP PLAN LEGENDEXISTINGNEW TYPE 1 Storm Drainage Structure (CI-1) N/A N/A X.XX # # 1 144 12 X.XX 6 ZONE 'X' ZONE 'AE' C1.1 LEGEND & REVISION NOTES Rip Rap at Pipe Outlet N/A YI CSControl Structure (CS)CS IB IB Storm Drain Pipe (Width varies with size) (Width varies with size)N/A HATCH PATTERNS Freshwater Wetland Freshwater Wetland Buffer Saltwater Marsh Saltwater Marsh Buffer Site Clearing Area Area Previously Cleared Included in Limits of Disturbance Area to be Permanently Stabilized Dandy Sack or Grate Gator Inlet Protection NOTE: THIS LEGEND DOES NOT APPLY TO 'EXISTING CONDITIONS' SHEET(S). THOSE ARE SHOWN IN THE ORIGINAL FORMAT AS RECEIVED BY THE SURVEYOR N/ADrainage Flow Arrow Right of Way Lot Line Portable Toilet PT CO P Y R I G H T c S E A M O N , W H I T E S I D E & A S S O C I A T E S , I N C . TH I S D R A W I N G S H A L L N O T B E R E P R O D U C E D I N A N Y M A N N E R O R U S E D F O R A N Y P U R P O S E W I T H O U T W R I T T E N P E R M I S S I O N . 10/27/22 CL1326 ATZ DWJ 10/28/2022DATE: 50 1 W A N D O P A R K B O U L E V A R D , S U I T E 2 0 0 | M O U N T P L E A S A N T , S C 2 9 4 6 4 | 5 0 8 R H E T T S T R E E T , S U I T E 1 0 1 | G R E E N V I L L E , S C 2 9 6 0 1 WI L M I N G T O N @ M A R K E T S T R E E T WI L M I N G T O N , N O R T H C A R O L I N A TI D A L W A V E A U T O S P A REVISION HISTORY DRAWN BY: CHECKED BY: SW+ PROJECT: MOUNT PLEASANT, SC 843.884.1667 GREENVILLE, SC 864.298.0534 WWW.SEAMONWHITESIDE.COM SUMMERVILLE, SC 843.972.0710 SPARTANBURG, SC 864.272.1272 CHARLOTTE, NC 980.312.5450 NO. C-2466 SEAMON,N O R T H CAROLIN A F O I WHITESIDE &ASSOCIATES, INC. T T IC C F AU T H O RIZATIONE R AE 048282 SEAL P R O F E SSION A L ENGINE E R N O R T H C AROLI N A T O M MIE L .L I T T LE 8005 8015 & Garrett Associates, Inc. Donaldson 8005 ZONING INFORMATIONFLOOD ZONE INFORMATION SURVEYOR'S CERTIFICATE NOTES GPS NC-VRS NETWORK SUMMARY: SCHEDULE B SECTION II DocuSign Envelope ID: 60C17041-3BFD-44C4-9D87-D91E741E6334 & Garrett Associates, Inc. Donaldson 8005 ZONING INFORMATIONFLOOD ZONE INFORMATION SURVEYOR'S CERTIFICATE NOTES GPS NC-VRS NETWORK SUMMARY: SCHEDULE B SECTION II NOTES DocuSign Envelope ID: 60C17041-3BFD-44C4-9D87-D91E741E6334 S S 10 20 40 SCALE: 1" = 20' 0 C3.1 EXISTING CONDITIONS & DEMO PLAN S E W N CO P Y R I G H T c S E A M O N , W H I T E S I D E & A S S O C I A T E S , I N C . TH I S D R A W I N G S H A L L N O T B E R E P R O D U C E D I N A N Y M A N N E R O R U S E D F O R A N Y P U R P O S E W I T H O U T W R I T T E N P E R M I S S I O N . 10/27/22 CL1326 ATZ DWJ 10/28/2022DATE: 50 1 W A N D O P A R K B O U L E V A R D , S U I T E 2 0 0 | M O U N T P L E A S A N T , S C 2 9 4 6 4 | 5 0 8 R H E T T S T R E E T , S U I T E 1 0 1 | G R E E N V I L L E , S C 2 9 6 0 1 WI L M I N G T O N @ M A R K E T S T R E E T WI L M I N G T O N , N O R T H C A R O L I N A TI D A L W A V E A U T O S P A REVISION HISTORY DRAWN BY: CHECKED BY: SW+ PROJECT: MOUNT PLEASANT, SC 843.884.1667 GREENVILLE, SC 864.298.0534 WWW.SEAMONWHITESIDE.COM SUMMERVILLE, SC 843.972.0710 SPARTANBURG, SC 864.272.1272 CHARLOTTE, NC 980.312.5450 NO. C-2466 SEAMON,N O R T H CAROLIN A F O I WHITESIDE &ASSOCIATES, INC. T T IC C F AU T H O RIZATIONE R AE 048282 SEAL P R O F E SSION A L ENGINE E R N O R T H C AROLI N A T O M MIE L .L I T T LE DEMOLITION LEGEND DEMO EXISTING CONCRETE DEMO EXISTING ASPHALT DEMO EXISTING UTILITY LINE EXISTING UTILITY TO REMAIN DEMO EXISTING BUILDING DEMOLISH EXISTING SITE FEATURE EXISTING TREE TO BE REMOVED DEMOLISH/REMOVE EXISTING SITE FEATURE MILL AND OVERLAY ASPHALT EXISTING CURB TO BE REMOVED R Know what's below. before you dig.Call DEMOLITION NOTES: 1. ALL DEMOLITION DEBRIS IS TO BE REMOVED FROM THE PROJECT SITE AND DISPOSED OF IN ACCORDANCE WITH APPLICABLE COUNTY, STATE, AND FEDERAL REGULATIONS. 2. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES BEFORE ANY WORK IS STARTED. ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES BETWEEN THE FIELD MARKINGS AND SURVEY. CONTRACTOR SHALL COORDINATE WITH ENGINEER ON REMOVAL OF ANY EXISTING UTILITIES ON SITE AS NECESSARY TO DEVELOP. 3. NO LAND DISTURBING ACTIVITY PRIOR TO PRE-CONSTRUCTION MEETING. PROPERTY LINES TO BE ABANDONED. PARCELS TO BE RECOMBINED INTO ONE CONTIGUOUS PROPERTY THROUGH MINOR SUBDIVISION PLAT PROCESS WITH NEW HANOVER COUNTY MILL AND OVERLAY DEMO EXISTING ASPHALT FOR SEWER INSTALLATION DEMO EXISTING UNDERGROUND POWER EXISTING VINYL FENCE TO BE REMOVED EXISTING OVERHEAD POWER TO BE DEMO AND RELOCATED REMOVE EXISTING CLEANOUT S S DA1 DRAINAGE AREA = 0.07 AC DISTURBED AREA = 0.07 AC C = .35 DA2 DRAINAGE AREA = 0.99 AC DISTURBED AREA = 0.99 AC C = .32 DA3 DRAINAGE AREA = 0.11 AC DISTURBED AREA = 0.11 AC C = .3 DA5 DRAINAGE AREA = 0.11 AC DISTURBED AREA = 0.11 AC C = .3 CW CONCRETE WASHOUT BASIN PROPERTY LINE LIMIT OF DISTURBANCE DRAINAGE AREA SILT FENCE CONSTRUCTION ENTRANCE 31 3 2 3 0 2 9 2 8 27 3 0 2 9 SILT FENCE OUTLET DA4 DRAINAGE AREA = 0.09 AC DISTURBED AREA = 0.09 AC C = .3 20 40 80 SCALE: 1" = 40' 0 C4.1 EROSION CONTROL PHASE I S E W N CO P Y R I G H T c S E A M O N , W H I T E S I D E & A S S O C I A T E S , I N C . TH I S D R A W I N G S H A L L N O T B E R E P R O D U C E D I N A N Y M A N N E R O R U S E D F O R A N Y P U R P O S E W I T H O U T W R I T T E N P E R M I S S I O N . 10/27/22 CL1326 ATZ DWJ 10/28/2022DATE: 50 1 W A N D O P A R K B O U L E V A R D , S U I T E 2 0 0 | M O U N T P L E A S A N T , S C 2 9 4 6 4 | 5 0 8 R H E T T S T R E E T , S U I T E 1 0 1 | G R E E N V I L L E , S C 2 9 6 0 1 WI L M I N G T O N @ M A R K E T S T R E E T WI L M I N G T O N , N O R T H C A R O L I N A TI D A L W A V E A U T O S P A REVISION HISTORY DRAWN BY: CHECKED BY: SW+ PROJECT: MOUNT PLEASANT, SC 843.884.1667 GREENVILLE, SC 864.298.0534 WWW.SEAMONWHITESIDE.COM SUMMERVILLE, SC 843.972.0710 SPARTANBURG, SC 864.272.1272 CHARLOTTE, NC 980.312.5450 NO. C-2466 SEAMON,N O R T H CAROLIN A F O I WHITESIDE &ASSOCIATES, INC. T T IC C F AU T H O RIZATIONE R AE 048282 SEAL P R O F E SSION A L ENGINE E R N O R T H C AROLI N A T O M MIE L .L I T T LE PS CW PERMANENT SEEDING CONCRETE WASHOUT BASIN (SEE DETAIL) CONSTRUCTION ENTRANCE ►DIVERSION SWALE TSTEMPORARY SEEDING HARDWARE CLOTH & GRAVEL INLET PROTECTION E&SC PLAN LEGEND LIMITS OF DISTURBANCE DRAINAGE AREA SILT FENCE, STANDARD SILT FENCE OUTLET/RIP RAP APRON/RIP RAP BASIN & ROCK SEDIMENT TRAP R Know what's below. before you dig.Call 1.75 ACRES TOTAL SITE ACREAGE 1.54 ACRES DISTURBED ACREAGE STABILIZATION NOTE: PROVIDE FINAL STABILIZATION FOR ALL DISTURBED AREAS. REFER TO THE LANDSCAPE PLAN FOR SPECIFIC MATERIALS / PLANTINGS. ANY DISTURBED AREA NOT ADDRESSED IN THE LANDSCAPE PLANS SHALL BE PERMANENT SEEDED. SEDIMENT TUBE PHASE I SEQUENCING: 1. RECEIVE NPDES COVERAGE FROM DHEC 2. PRE-CONSTRUCTION CONFERENCE TO BE CONDUCTED WITH EROSION CONTROL INSPECTOR TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS SUBJECT TO FINE. 3. INSTALL SILT FENCE, INLET PROTECTION, AND OTHER MEASURES AS SHOWN ON PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES. 4. CALL FOR ON-SITE INSPECTION BY INSPECTOR. WHEN APPROVED, INSPECTOR GIVES CONTRACTOR THE ABILITY TO CLEAR AND GRUB SITE. 5. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. 6. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION CONTROL MEASURES. 7. CONTRACTOR SHALL NOT ALLOW MORE THAN 0.25 ACRES OF DISTURBED AREA TO DRAIN TOWARDS 100LF OF SILT FENCE OR PERFORM GRADING IN A MANNER THAT ALLOWS SEDIMENT LADEN WATER TO FLOW LONGITUDINALLY ALONG SILT FENCE LINE. IF A LOW SPOT DEVELOPS ALONG GRADING NEAR SILT FENCE, CONTRACTOR SHALL COORDINATE WITH EROSION CONTROL INSPECTOR TO PLACE A SILT FENCE OUTLET IN OUTLET LOCATIONS 8. CONTACT SEDIMENT CONTROL INSPECTOR UPON COMPLETION OF INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROLS PRIOR TO PROCEEDING WITH ANY OTHER EARTH DISTURBANCE OR GRADING. 9. UPON APPROVAL FROM SEDIMENT CONTROL INSPECTOR, COMPLETE DEMOLITION OF ANY SITE FEATURES (PAVEMENT, CURB, ETC.), CLEARING AND GRUBBING, AND STRIP SITE OF TOP SOIL. ALL DEMOLISHED MATERIAL IS TO BE DISPOSED IN ACCORDANCE WITH APPLICABLE NORTH CAROLINA REGULATIONS. CONTRACTOR TO ENSURE ALL APPLICABLE DEMOLITION PERMITS HAVE BEEN ISSUED AND HAVE ORIGINALS OF THE SAME PRIOR TO COMMENCING DEMOLITION ACTIVITIES. 10. CONTACT SEDIMENT CONTROL INSPECTOR UPON COMPLETION OF STRIPPING, THE STOCKPILING OF TOPSOIL, THE CONSTRUCTION OF TEMPORARY SEDIMENT AND EROSION CONTROL FACILITIES, DISPOSAL OF ALL WASTE MATERIAL, AND PREPARATION OF THE GROUND. INLET PROTECTION NOTE: PROVIDE APPROPRIATE INLET PROTECTION FOR VARIOUS PHASES OF THE CONSTRUCTION. FILTER FABRIC INLET PROTECTION SHALL BE PROVIDED FOR INLETS IN NON-PAVED AREAS. WEEP FILTERS SHALL BE PROVIDED FOR INLETS IN PAVED AREAS. S S IN L E T OU T L E T PROPERTY LINE LIMIT OF DISTURBANCE SILT FENCE 31 3 2 3 0 2 9 2 8 27 3 0 2 9 SILT FENCE OUTLET DA1 DRAINAGE AREA = 0.48 AC DISTURBED AREA = 0.48 AC C = .81 DA2 DRAINAGE AREA = 0.25 AC DISTURBED AREA = 0.25 AC C = .81 DA4 DRAINAGE AREA = 0.11 AC DISTURBED AREA = 0.11 AC C = .81 DA3 DRAINAGE AREA = 0.10 AC DISTURBED AREA = 0.10 AC C = .83 DRAINAGE AREA 36 36 36 35 34 34 3 4 3 3 34 35 35 3 4 34 3 4 35 3 4 33 3 2 3 1 3 0 29 35 34 33 32 31 30 33 34 34 34 33 34 CONSTRUCTION ENTRANCE TO BE SHIFTED AS NEEDED TO INSTALL NEW CURB CW INLET PROTECTION 10 20 40 SCALE: 1" = 20' 0 C4.2 EROSION CONTROL PHASE II S E W N CO P Y R I G H T c S E A M O N , W H I T E S I D E & A S S O C I A T E S , I N C . TH I S D R A W I N G S H A L L N O T B E R E P R O D U C E D I N A N Y M A N N E R O R U S E D F O R A N Y P U R P O S E W I T H O U T W R I T T E N P E R M I S S I O N . 10/27/22 CL1326 ATZ DWJ 10/28/2022DATE: 50 1 W A N D O P A R K B O U L E V A R D , S U I T E 2 0 0 | M O U N T P L E A S A N T , S C 2 9 4 6 4 | 5 0 8 R H E T T S T R E E T , S U I T E 1 0 1 | G R E E N V I L L E , S C 2 9 6 0 1 WI L M I N G T O N @ M A R K E T S T R E E T WI L M I N G T O N , N O R T H C A R O L I N A TI D A L W A V E A U T O S P A REVISION HISTORY DRAWN BY: CHECKED BY: SW+ PROJECT: MOUNT PLEASANT, SC 843.884.1667 GREENVILLE, SC 864.298.0534 WWW.SEAMONWHITESIDE.COM SUMMERVILLE, SC 843.972.0710 SPARTANBURG, SC 864.272.1272 CHARLOTTE, NC 980.312.5450 NO. C-2466 SEAMON,N O R T H CAROLIN A F O I WHITESIDE &ASSOCIATES, INC. T T IC C F AU T H O RIZATIONE R AE 048282 SEAL P R O F E SSION A L ENGINE E R N O R T H C AROLI N A T O M MIE L .L I T T LE PS CW PERMANENT SEEDING CONCRETE WASHOUT BASIN (SEE DETAIL) CONSTRUCTION ENTRANCE ►DIVERSION SWALE TSTEMPORARY SEEDING INLET PROTECTION E&SC PLAN LEGEND LIMITS OF DISTURBANCE DRAINAGE AREA SILT FENCE, STANDARD SILT FENCE OUTLET/RIP RAP APRON/RIP RAP BASIN & ROCK SEDIMENT TRAP R Know what's below. before you dig.Call 1.75 ACRES TOTAL SITE ACREAGE 1.54 ACRES DISTURBED ACREAGE STABILIZATION NOTE: PROVIDE FINAL STABILIZATION FOR ALL DISTURBED AREAS. REFER TO THE LANDSCAPE PLAN FOR SPECIFIC MATERIALS / PLANTINGS. ANY DISTURBED AREA NOT ADDRESSED IN THE LANDSCAPE PLANS SHALL BE PERMANENT SEEDED. SEDIMENT TUBE PHASE II SEQUENCING: 1. CONTACT SEDIMENT CONTROL INSPECTOR FOR APPROVAL TO PROCEED 2. TEMPORARILY STABILIZE GRADED AREAS (NON-STEEP SLOPES) AS REQUIRED. 3. COMPLETE ROUGH GRADING. COMPLETE THE INSTALLATION OF STORMWATER SYSTEM, AND SITE UTILITIES. CONTRACTOR TO PROVIDE OVERLAND DRAINAGE TOWARD NEW BERN MALL DRIVE STORMWATER NETWORK UNTIL STORM PIPES COMPLETELY INSTALLED, THEN DIVERT TO INSTALLED STORMWATER STRUCTURE 4. CONTACT SEDIMENT CONTROL INSPECTOR UPON COMPLETION OF ROUGH GRADING, BUT PRIOR TO PLACING TOPSOIL, PERMANENT DRAINAGE, OR OTHER SITE DEVELOPMENT IMPROVEMENTS AND GROUND COVERS. 5. INSTALL CURB ALONG THE PERIMETER OF THE SITE TO AID IN THE PROTECTION OF THE EXISTING ADJACENT PROPERTIES AND THE ADJACENT ROADWAYS. INLET PROTECTION NOTE: PROVIDE APPROPRIATE INLET PROTECTION FOR VARIOUS PHASES OF THE CONSTRUCTION. FILTER FABRIC INLET PROTECTION SHALL BE PROVIDED FOR INLETS IN NON-PAVED AREAS. WEEP FILTERS SHALL BE PROVIDED FOR INLETS IN PAVED AREAS. S S HC HC S IN L E T OU T L E T PROPERTY LINE LIMIT OF DISTURBANCE SILT FENCE 31 3 2 3 0 2 9 2 8 27 3 0 2 9 SILT FENCE OUTLET DA1 DRAINAGE AREA = 0.48 AC DISTURBED AREA = 0.48 AC C = .81 DA2 DRAINAGE AREA = 0.25 AC DISTURBED AREA = 0.25 AC C = .81 DA4 DRAINAGE AREA = 0.11 AC DISTURBED AREA = 0.11 AC C = .81 DA3 DRAINAGE AREA = 0.10 AC DISTURBED AREA = 0.10 AC C = .83 DRAINAGE AREA 36 36 36 35 34 34 3 4 3 3 34 35 35 3 4 34 3 4 35 3 4 3 3 32 31 3 0 29 35 34 33 32 31 30 33 34 34 34 33 34 PS PS PS PS PS 10 20 40 SCALE: 1" = 20' 0 C4.3 EROSION CONTROL PHASE III S E W N CO P Y R I G H T c S E A M O N , W H I T E S I D E & A S S O C I A T E S , I N C . TH I S D R A W I N G S H A L L N O T B E R E P R O D U C E D I N A N Y M A N N E R O R U S E D F O R A N Y P U R P O S E W I T H O U T W R I T T E N P E R M I S S I O N . 10/27/22 CL1326 ATZ DWJ 10/28/2022DATE: 50 1 W A N D O P A R K B O U L E V A R D , S U I T E 2 0 0 | M O U N T P L E A S A N T , S C 2 9 4 6 4 | 5 0 8 R H E T T S T R E E T , S U I T E 1 0 1 | G R E E N V I L L E , S C 2 9 6 0 1 WI L M I N G T O N @ M A R K E T S T R E E T WI L M I N G T O N , N O R T H C A R O L I N A TI D A L W A V E A U T O S P A REVISION HISTORY DRAWN BY: CHECKED BY: SW+ PROJECT: MOUNT PLEASANT, SC 843.884.1667 GREENVILLE, SC 864.298.0534 WWW.SEAMONWHITESIDE.COM SUMMERVILLE, SC 843.972.0710 SPARTANBURG, SC 864.272.1272 CHARLOTTE, NC 980.312.5450 NO. C-2466 SEAMON,N O R T H CAROLIN A F O I WHITESIDE &ASSOCIATES, INC. T T IC C F AU T H O RIZATIONE R AE 048282 SEAL P R O F E SSION A L ENGINE E R N O R T H C AROLI N A T O M MIE L .L I T T LE PERMANENT SEEDING CONCRETE WASHOUT BASIN (SEE DETAIL) CONSTRUCTION ENTRANCE ►DIVERSION SWALE TEMPORARY SEEDING INLET PROTECTION E&SC PLAN LEGEND LIMITS OF DISTURBANCE DRAINAGE AREA SILT FENCE, STANDARD SILT FENCE OUTLET/RIP RAP APRON/RIP RAP BASIN & ROCK SEDIMENT TRAP R Know what's below. before you dig.Call 1.75 ACRES TOTAL SITE ACREAGE 1.54 ACRES DISTURBED ACREAGE STABILIZATION NOTE: PROVIDE FINAL STABILIZATION FOR ALL DISTURBED AREAS. REFER TO THE LANDSCAPE PLAN FOR SPECIFIC MATERIALS / PLANTINGS. ANY DISTURBED AREA NOT ADDRESSED IN THE LANDSCAPE PLANS SHALL BE PERMANENT SEEDED. SEDIMENT TUBE PHASE III SEQUENCING: 1. CONTACT SEDIMENT CONTROL INSPECTOR FOR APPROVAL TO PROCEED 2. BEGIN FINE GRADING AND INITIATE FINAL PAVING 3. ONCE BUILDING CONSTRUCTION FOR SITE IS COMPLETE, CONTACT SEDIMENT CONTROL INSPECTOR FOR APPROVAL TO REMOVE APPLICABLE EROSION CONTROL MEASURES. 4. PERMANENTLY STABILIZE ANY REMAINING AREAS IN ACCORDANCE WITH THE PERMANENT SEEDING SCHEDULE AND NOTES. INSTALL FINAL SITE LANDSCAPING 5. REQUEST FINAL APPROVAL FROM THE SEDIMENT CONTROL INSPECTOR PRIOR TO REMOVING ANY REMAINING SEDIMENT CONTROL MEASURES AND UPON COMPLETION OF FINAL GRADING, PERMANENT DRAINAGE, AND EROSION CONTROL FACILITIES, INCLUDING ESTABLISHED GROUND COVERS AND PLANTINGS, AND ALL OTHER WORK OF THE BUILDING PERMITS. EROSION CONTROL UPDATES AND AMENDMENTS: THE GC MUST UPDATE THE EROSION CONTROL, INCLUDING THE JOBSITE BINDER AND SITE MAPS, TO REFLECT THE PROGRESS OF CONSTRUCTION ACTIVITIES AND GENERAL CHANGES TO THE PROJECT SITE. UPDATES SHALL BE MADE DAILY TO TRACK PROGRESS WHEN ANY OF THE FOLLOWING ACTIVITIES OCCUR: BMP INSTALLATION, MODIFICATION OR REMOVAL, CONSTRUCTION ACTIVITIES (E.G., PAVING, STORM SEWER INSTALLATION, FOOTING INSTALLATION, ETC.), CLEARING, GRUBBING OR GRADING, OR TEMPORARY OR PERMANENT STABILIZATION. IMPORTANT: THE GENERAL CONTRACTOR MUST SUBMIT A REQUEST FOR INFORMATION (RFI) TO THE CE AND OBTAIN WRITTEN CE APPROVAL BEFORE DOING ANY OF THE FOLLOWING: 1. MODIFYING EROSION OR SEDIMENT CONTROL BMPS (SUBSTITUTIONS ARE TYPICALLY ONLY APPROVED IF SPECIFIED MATERIALS ARE NOT AVAILABLE OR THERE IS A VALID REASON THE SPECIFIED BMP WILL NOT WORK) 2. ADDING/DELETING EROSION OR SEDIMENT CONTROL BMPS; 3. MODIFYING THE EROSION CONTROL IMPLEMENTATION SEQUENCE; OR 4. PERFORMING ANY ACTIONS OR IN ANY MANNER THAT IS CONTRARY TO THE EROSION CONTROL PLAN. THE CONTRACTOR MAY MODIFY OR ADD ADDITIONAL BMPS, WITHOUT CE APPROVAL, IN AN EMERGENCY SITUATION TO PREVENT SEDIMENT DISCHARGE OR PROTECT WATER QUALITY; HOWEVER, GC MUST NOTIFY THE CE AS SOON AS PRACTICAL AS TO THEIR ACTIONS TO DISCUSS THE NEED FOR ADDITIONAL OR SUPPLEMENTAL MEASURES AND TO OBTAIN THE REQUIRED APPROVALS. THE CONTRACTOR IS ULTIMATELY RESPONSIBLE TO ENSURE COMPLIANCE WITH THE PERMIT AND PROTECTION OF DOWNSTREAM WATER QUALITY. AMENDING THE EROSION CONTROL PLAN DOES NOT MEAN THAT IT HAS TO BE REPRINTED. IT IS ACCEPTABLE TO ADD ADDENDA, SKETCHES, NEW SECTIONS, DETAILS, AND/OR REVISED DRAWINGS THAT HAVE THE CEC NAME IN PRINT, ARE STAMPED, SIGNED, DATED, AND ARE ACCOMPANIED BY WRITTEN COPY OF THE ASSOCIATED RFI AND ITS RESPONSE FROM CE. ENGINEERED ITEMS MUST BE SIGNED AND STAMPED BY THE CE OF RECORD FOR THE PROJECT. INLET PROTECTION NOTE: PROVIDE APPROPRIATE INLET PROTECTION FOR VARIOUS PHASES OF THE CONSTRUCTION. FILTER FABRIC INLET PROTECTION SHALL BE PROVIDED FOR INLETS IN NON-PAVED AREAS. WEEP FILTERS SHALL BE PROVIDED FOR INLETS IN PAVED AREAS. C4.4 EROSION CONTROL DETIALS CO P Y R I G H T c S E A M O N , W H I T E S I D E & A S S O C I A T E S , I N C . TH I S D R A W I N G S H A L L N O T B E R E P R O D U C E D I N A N Y M A N N E R O R U S E D F O R A N Y P U R P O S E W I T H O U T W R I T T E N P E R M I S S I O N . 10/27/22 CL1326 ATZ DWJ 10/28/2022DATE: 50 1 W A N D O P A R K B O U L E V A R D , S U I T E 2 0 0 | M O U N T P L E A S A N T , S C 2 9 4 6 4 | 5 0 8 R H E T T S T R E E T , S U I T E 1 0 1 | G R E E N V I L L E , S C 2 9 6 0 1 WI L M I N G T O N @ M A R K E T S T R E E T WI L M I N G T O N , N O R T H C A R O L I N A TI D A L W A V E A U T O S P A REVISION HISTORY DRAWN BY: CHECKED BY: SW+ PROJECT: MOUNT PLEASANT, SC 843.884.1667 GREENVILLE, SC 864.298.0534 WWW.SEAMONWHITESIDE.COM SUMMERVILLE, SC 843.972.0710 SPARTANBURG, SC 864.272.1272 CHARLOTTE, NC 980.312.5450 NO. C-2466 SEAMON,N O R T H CAROLIN A F O I WHITESIDE &ASSOCIATES, INC. T T IC C F AU T H O RIZATIONE R AE 048282 SEAL P R O F E SSION A L ENGINE E R N O R T H C AROLI N A T O M MIE L .L I T T LE 1 CONCRETE WASHOUT BASIN (NOT TO SCALE) IMMEDIATE SEEDING STABILIZATION (NCDEQ STD. 6.11)2 (NOT TO SCALE) C4.5 EROSION CONTROL DETIALS CO P Y R I G H T c S E A M O N , W H I T E S I D E & A S S O C I A T E S , I N C . TH I S D R A W I N G S H A L L N O T B E R E P R O D U C E D I N A N Y M A N N E R O R U S E D F O R A N Y P U R P O S E W I T H O U T W R I T T E N P E R M I S S I O N . 10/27/22 CL1326 ATZ DWJ 10/28/2022DATE: 50 1 W A N D O P A R K B O U L E V A R D , S U I T E 2 0 0 | M O U N T P L E A S A N T , S C 2 9 4 6 4 | 5 0 8 R H E T T S T R E E T , S U I T E 1 0 1 | G R E E N V I L L E , S C 2 9 6 0 1 WI L M I N G T O N @ M A R K E T S T R E E T WI L M I N G T O N , N O R T H C A R O L I N A TI D A L W A V E A U T O S P A REVISION HISTORY DRAWN BY: CHECKED BY: SW+ PROJECT: MOUNT PLEASANT, SC 843.884.1667 GREENVILLE, SC 864.298.0534 WWW.SEAMONWHITESIDE.COM SUMMERVILLE, SC 843.972.0710 SPARTANBURG, SC 864.272.1272 CHARLOTTE, NC 980.312.5450 NO. C-2466 SEAMON,N O R T H CAROLIN A F O I WHITESIDE &ASSOCIATES, INC. T T IC C F AU T H O RIZATIONE R AE 048282 SEAL P R O F E SSION A L ENGINE E R N O R T H C AROLI N A T O M MIE L .L I T T LE 18.00 HC HC 18 . 0 0 24.00 30 . 0 0 32 . 0 0 24.00 4.00 9.00 19 . 0 0 9.00 19 . 0 0 11.00 11.00 5.00 19 . 0 0 5. 0 0 10.00 30 . 0 0 4.00 57.41 35 . 0 0 18 . 0 0 24.00 15 . 0 0 35.00 SR10.0 0 R15 . 0 0 R 5 . 5 0 R1.00 R 5 . 0 0 R 5 . 0 0 R5 . 0 0 R5.0 0 R 5 . 0 0 R15 . 0 0 R 5 . 0 0 R 2 . 0 0 R3.00 R5.0 0 R15. 0 0 R1 5 . 0 0 R15.00 R9.0 0 R 5 . 0 0 R5.0 0 R 5 . 0 0 R5 . 0 0 R5.0 0 R 5 . 0 0 R15. 0 0 R5.00 R15 . 0 0 R15.0 0 R 1 0 . 0 0 1 3 . 0 0 R 1 5 . 0 0 R15. 0 0 S S 0 10 20 40 SCALE: 1" = 20' C5.1 SITE PLAN S E W N CO P Y R I G H T c S E A M O N , W H I T E S I D E & A S S O C I A T E S , I N C . TH I S D R A W I N G S H A L L N O T B E R E P R O D U C E D I N A N Y M A N N E R O R U S E D F O R A N Y P U R P O S E W I T H O U T W R I T T E N P E R M I S S I O N . 10/27/22 CL1326 ATZ DWJ 10/28/2022DATE: 50 1 W A N D O P A R K B O U L E V A R D , S U I T E 2 0 0 | M O U N T P L E A S A N T , S C 2 9 4 6 4 | 5 0 8 R H E T T S T R E E T , S U I T E 1 0 1 | G R E E N V I L L E , S C 2 9 6 0 1 WI L M I N G T O N @ M A R K E T S T R E E T WI L M I N G T O N , N O R T H C A R O L I N A TI D A L W A V E A U T O S P A REVISION HISTORY DRAWN BY: CHECKED BY: SW+ PROJECT: MOUNT PLEASANT, SC 843.884.1667 GREENVILLE, SC 864.298.0534 WWW.SEAMONWHITESIDE.COM SUMMERVILLE, SC 843.972.0710 SPARTANBURG, SC 864.272.1272 CHARLOTTE, NC 980.312.5450 NO. C-2466 SEAMON,N O R T H CAROLIN A F O I WHITESIDE &ASSOCIATES, INC. T T IC C F AU T H O RIZATIONE R AE 048282 SEAL P R O F E SSION A L ENGINE E R N O R T H C AROLI N A T O M MIE L .L I T T LE SITE INFORMATION: ADDRESS: 8005 MARKET STREET, WILMINGTON, NORTH CAROLINA 28411 PROPERTY AREA: 1.75 ACRES PROPERTY ZONING: B-1 OVERLAY DISTRICT: SHO BUILDING SETBACKS:LANDSCAPE SETBACK: FRONT: 75'*FRONT: 50' SIDE: 25'SIDE: 20' REAR: 30'REAR: 10' *100' FRONT BUILDING SETBACK MAY BE REDUCED TO 75', PROVIDED ALL FRONTAGE TREES ALONG MARKET STREET ARE LEFT UNDISTURBED. PRE VS. POST DEVELOPMENT AREA: SITE AREA: 1.75 AC PRE-IMPERVIOUS AREA:0.00 AC (0.00%) POST-IMPERVIOUS AREA:0.85 AC (48.5%) PARKING NOTE: PARKING REQUIRED: 1 SPACE PER EMPLOYEE = 4 SPOTS PARKING PROVIDED: STANDARD SPACES:30 SPACES ADA SPACES:2 SPACES TOTAL PARKING PROVIDED:32 SPACES SITE LAYOUT AND STAKING NOTES: 1.CONTRACTOR SHALL CAREFULLY EXAMINE ALL DOCUMENTS AND THE CONSTRUCTION SITE TO OBTAIN FIRST HAND KNOWLEDGE OF EXISTING CONDITIONS. 2.ENTIRE SITE SHALL BE DRESSED TO UNIFORM, WELL DRAINED AND VISUALLY APPEALING SURFACE WITH A MINIMUM TOPSOIL LAYER OF FOUR INCHES. 3.ALL STRIPPING AND SIGNS SHALL CONFORM WITH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES LATEST EDITION. PARKING STALL STRIPPING TO BE WHITE WITH BLUE HANDICAPPED STRIPPING. 4.ALL HANDICAP PARKING SPACED AND ACCESSIBLE ROUTE SHALL CONFORM WITH THE AMERICAN WITH DISABILITY ACT DESIGN GUIDELINES AND SPECIFICATIONS LATEST EDITION. 5.DIMENSIONS AND CURVE RADII ARE GIVEN TO FACE OF CURB, WHERE CURB AND GUTTER IS SHOWN. OTHERWISE DIMENSIONS ARE GIVEN TO THE EDGE OF PAVEMENT. CONTRACTOR IS TO COORDINATE WITH THE ARCHITECTURAL PLANS AS TO THE BUILDING LAYOUT AND DIMENSIONS. SITE/PAVEMENT LEGEND PROPOSED SIDEWALK HEAVY DUTY CONCRETE PAVEMENT STANDARD DUTY CONCRETE PAVEMENT STOP SIGN DO NOT ENTER SIGN HANDICAP PARKING SIGN S DNE HC PROPERTY LINE 8' X 16' DUMPSTER ENCLOSURE (SEE DETAIL SHEET) PAY KIOSK (SEE DETAIL SHEET AND MEP PLANS FOR ADDITIONAL DETAILS) 20' X 20' PREP CANOPY 2' WIDE STOP BAR STRIPING 2' ROLLED CURB & GUTTER 4" WIDE PARKING STALL STRIPING 38' X 134' VACUUM CANOPY (SEE ARCH. PLANS FOR DETAIL) ENTRANCE (SEE DETAIL SHEET) EXIT (SEE DETAIL SHEET) WASH EXIT LIGHT (SEE EQUIPMENT MANUFACTURER SPECS AND DETAIL SHEET) 5' X 5' CANOPY FOOTER SIDEWALK FLUSH WITH PAVEMENT HC SIGN AND VAN ACCESSIBLE SIGN (R7-8 & R7-8P) ON BOLLARD HC STALL STRIPING (BLUE) 9' X 26' VACUUM ENCLOSURE (SEE ARCH PLANS FOR DETAIL) 2' STANDARD CURB & GUTTER 2' STANDARD CURB & GUTTER 2' STANDARD CURB & GUTTER 2' STANDARD CURB & GUTTER 2' ROLLED CURB & GUTTER 2' ROLLED CURB & GUTTER 2' ROLLED CURB & GUTTER PROPERTY LINE 100' FRONT BUILDING SETBACK (REDUCED TO 75' PROVIDED FRONTAGE TREES LEFT UNDISTURBED) 30' REAR BUILDING SETBACK 25' SIDE BUILDING SETBACK 50' LANDSCAPE BUFFER 20' STREET YARD/LANDSCAPE BUFFER REDUCED 10' REAR LANDSCAPE BUFFER 25' SIDE BUILDING SETBACK PROPOSED 6' FENCE 20' REAR LANDSCAPE BUFFER ABANDONED SEABOARD COAST LINE RAILROAD R/W 20' UNDERGROUND TELECOMMUNICATION EASEMENT STANDARD DUTY ASPHALT (SEE NOTE BELOW) 2" MILL & OVERLAY ±2310 SF CARWASH BUILDING FFE = 35.40 ±896 SF MECHANICAL FFE = 35.73 CONTRACTOR NOTE: CONTRACTOR SHALL CORE SAMPLE SWEETWATER DRIVE AND VERIFY PAVEMENT DEPTH AND MATERIAL PRIOR TO PLACING NEW SWEETWATER DRIVE ASPHALT PAVEMENT. S HC HC S 3 5 35 34 34 33 34 3 4 34 36 36 36 35 33 35 34 33 32 36 35 34 33 32 31 30 2 9 3 0 3 1 3 2 3 3 3 4 35 28 34 33 34 34 - 2 . 2 1 % -2 . 6 9 % -3. 1 7 % -1.12%-1.97% -4 . 4 2 % - 3 . 0 2 % -1.67 % - 1 . 7 2 % -1.54 % -1 . 9 2 % -1.9 1 % - 1 . 5 6 % -1.56% -3.00% -2 . 7 5 % 33 33 IN L E T OU T L E T A1 (JB) RIM:31.38 IE IN:27.80 (A2) A2 (OCS (5X5)) RIM:34.07 IE IN:28.00 (A3) IE OUT:28.00 (A1) 21LF-24" HDPE @ 0.97% A3 (PC) RIM:33.98 IE OUT:28.00 (A2) 4LF-24" HDPE @ 0.00% A4 (PC) RIM:33.90 IE OUT:29.00 (A5) A5 (CO) RIM:33.96 IE IN:28.94 (A4) IE OUT:28.94 (A6) 3LF-15" PVC @ 2.00% A6 (CB) RIM:33.90 IE IN:28.81 (A5) IE OUT:28.81 (A7) 13LF-15" PVC @ 1.00% A7 (CB) RIM:33.93 IE IN:28.78 (A6) 3LF-15" PVC @ 1.00% A8 (CO) RIM:33.98 IE OUT:29.00 (A9) A9 (PC) RIM:33.75 IE IN:28.81 (A8) 9LF-15" PVC @ 2.00% A10 (CB) RIM:32.70 IE OUT:29.00 (A11) A11 (CO) RIM:32.91 IE IN:28.93 (A10) IE OUT:28.93 (A12) 7LF-15" PVC @ 1.00% A12 (CO) RIM:33.29 IE IN:28.79 (A11) IE OUT:28.78 (A13) 14LF-15" PVC @ 1.00% A13 (PC) RIM:33.45 IE IN:28.72 (A12) 6LF-15" PVC @ 1.00% A14 (CO) RIM:33.97 IE OUT:29.00 (A15) A15 (CO) RIM:33.99 IE IN:28.90 (A14) IE OUT:28.90 (A16) 3LF-15" PVC @ 3.00% A16 (PC) RIM:34.05 IE IN:28.80 (A15) 6LF-15" PVC @ 1.71% C33.60 C33.48 C33.56 C33.36 C32.79 C34.36 C34.07 C34.59 C34.51 C35.46 C35.51 C35.94 C35.40 C35.40C36.06C36.35 C35.13 C35.32 C34.95 C34.93 C34.89 C34.57 C34.14 C32.81 C33.57 C33.71 C33.98 C34.09 C34.57C34.08 C34.17 C34.21 C34.15C33.93 C33.96 C35.40 C35.40 C35.15 C34.70 C34.82 C34.27 C35.04 C35.20 C35.36 C35.54 C35.32 C35.19C35.18 C35.10 C35.00 C34.50C34.34 C33.45 C33.57 C33.64 C33.70 C33.70C33.48 C33.73 C33.73 C33.55 C33.44 C33.48 C34.10 C34.59 C34.42 W35.73 W35.73 W35.73 W35.73 W35.40 W35.51 W35.46 W35.29 W35.47 C34.17 C35.15 C35.12 F32.70 F33.44 F33.40 F33.60 C34.32 C34.11-1.50%-1.00% W35.73 W35.73 W35.73 CL1326 - STORM-1 PROFILE 27 30 35 27 30 35 0+00 EG : 3 1 . 5 1 FG : 3 1 . 5 1 0+33.76 EG : 2 8 . 0 5 FG : 2 8 . 0 5 CL1326 - STORM-2 PROFILE 28 30 35 28 30 35 0+00 EG : 3 0 . 8 7 FG : 3 0 . 8 7 0+18.93 EG : 3 0 . 4 7 FG : 3 0 . 4 7 CL1326 - STORM-3 PROFILE 28 30 28 30 0+00 EG : 3 1 . 7 7 FG : 3 1 . 7 7 0+09.18 EG : 3 1 . 8 5 FG : 3 1 . 8 5 A1 ( J B ) ST A : 0 + 2 5 . 0 1 RI M : 3 1 . 3 8 IE I N : 2 7 . 8 0 ( A 2 ) CL1326 - STORM PIPE 24" HDPE A2 ( O C S ( 5 X 5 ) ) ST A : 0 + 0 4 . 4 3 RI M : 3 4 . 0 7 IE I N : 2 8 . 0 0 ( A 3 ) IE O U T : 2 8 . 0 0 ( A 1 ) CL1326 - STORM PIPE 24" HDPE A3 ( P C ) ST A : 0 + 0 0 . 0 0 RI M : 3 3 . 9 8 IE O U T : 2 8 . 0 0 ( A 2 ) A4 ( P C ) ST A : 0 + 1 8 . 9 3 RI M : 3 3 . 9 0 IE O U T : 2 9 . 0 0 ( A 5 ) CL1326 - STORM PIPE 15" PVC A5 ( C O ) ST A : 0 + 1 5 . 9 3 RI M : 3 3 . 9 6 IE I N : 2 8 . 9 4 ( A 4 ) IE O U T : 2 8 . 9 4 ( A 6 ) CL1326 - STORM PIPE 15" PVC A6 ( C B ) ST A : 0 + 0 3 . 1 6 RI M : 3 3 . 9 0 IE I N : 2 8 . 8 1 ( A 5 ) IE O U T : 2 8 . 8 1 ( A 7 ) CL1326 - STORM PIPE 15" PVC A7 ( C B ) ST A : 0 + 0 0 . 0 0 RI M : 3 3 . 9 3 IE I N : 2 8 . 7 8 ( A 6 ) CL1326 - STORM PIPE 15" PVC A1 5 ( C O ) ST A : 0 + 0 3 . 3 3 RI M : 3 3 . 9 9 IE I N : 2 8 . 9 0 ( A 1 4 ) IE O U T : 2 8 . 9 0 ( A 1 6 ) CL1326 - STORM PIPE 15" PVC A1 4 ( C O ) ST A : 0 + 0 0 . 0 0 RI M : 3 3 . 9 7 IE O U T : 2 9 . 0 0 ( A 1 5 ) CL1326 - STORM-4 PROFILE 28 30 35 28 30 35 0+00 EG : 3 2 . 2 6 FG : 3 2 . 2 6 0+09.27 EG : 3 2 . 2 2 FG : 3 2 . 2 2 CL1326 - STORM-5 PROFILE 28 30 28 30 0+00 EG : 3 1 . 8 8 FG : 3 1 . 8 8 0+26.46 EG : 3 2 . 1 1 FG : 3 2 . 1 1 A8 ( C O ) ST A : 0 + 0 0 . 0 0 RI M : 3 3 . 9 8 IE O U T : 2 9 . 0 0 ( A 9 ) CL1326 - STORM PIPE 15" PVC A9 ( P C ) ST A : 0 + 0 9 . 2 7 RI M : 3 3 . 7 5 IE I N : 2 8 . 8 1 ( A 8 ) A1 0 ( C B ) ST A : 0 + 0 0 . 0 0 RI M : 3 2 . 7 0 IE O U T : 2 9 . 0 0 ( A 1 1 ) CL1326 - STORM PIPE 15" PVC A1 1 ( C O ) ST A : 0 + 0 6 . 6 7 RI M : 3 2 . 9 1 IE I N : 2 8 . 9 3 ( A 1 0 ) IE O U T : 2 8 . 9 3 ( A 1 2 ) CL1326 - STORM PIPE 15" PVC A1 2 ( C O ) ST A : 0 + 2 0 . 8 8 RI M : 3 3 . 2 9 IE I N : 2 8 . 7 9 ( A 1 1 ) IE O U T : 2 8 . 7 8 ( A 1 3 ) CL1326 - STORM PIPE 15" PVC A1 3 ( P C ) ST A : 0 + 2 6 . 4 6 RI M : 3 3 . 4 5 IE I N : 2 8 . 7 2 ( A 1 2 ) C6.1 OVERALL GRADING & DRAINAGE 10 20 40 SCALE: 1" = 20' 0 S E W N STANDARD GRADING PLAN NOTES 1.FOR PROJECT SURVEY INFORMATION INCLUDING VERTICAL DATUM AND BENCHMARK LOCATIONS, SEE “PROJECT SURVEY INFORMATION AND CONTRACTOR VERIFICATION REQUIREMENTS” ON SHEET C1.0. 2.PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS, INCLUDING BUT NOT LIMITED TO TOPOGRAPHIC, TREE, STORM DRAINAGE FACILITIES, AND ALL UTILITIES. EXISTING UTILITIES SHOWN ARE APPROXIMATE AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ENGINEER. THEREFORE, THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXACT VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTING UTILITIES. ANY DISCREPANCIES OR CONFLICTS IDENTIFIED DURING VERIFICATION OF EXISTING CONDITIONS AND UTILITIES SHALL BE REPORTED TO THE OWNER AND ENGINEER. ANY COSTS ASSOCIATED WITH CORRECTIVE WORK OR DAMAGES THAT ARE A RESULT OF THE CONTRACTOR NOT VERIFYING EXISTING CONDITIONS AND THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UTILITIES WILL BE THE CONTRACTOR'S RESPONSIBILITY. 3.REFER TO THE “SPOT ELEVATION KEY” FOR INFORMATION ON SPOT ELEVATIONS. 4.COORDINATE WITH THE OWNER AND THE PROJECT GEOTECHNICAL CONSULTANT FOR LOT FILL COMPACTION AND TESTING REQUIREMENTS. 5.CONTRACTOR TO SELF-VERIFY THAT SITE GRADES, PONDS, POND DIKES, DRAINAGE PIPES, AND DRAINAGE STRUCTURES ARE CONSTRUCTED PER THE PLANS PRIOR TO REQUESTING FINAL AS-BUILT SURVEY FROM SURVEYOR. A-(ASPHALT) SURFACE OF FINISHED ASPHALT ROADWAY OR WALKING PATH C-(CONCRETE) CONCRETE PAVING D-(DIRT) FINISHED GROUND ELEVATION F-(FLOW) ELEVATION AT WHICH SURFACE WATER FLOWS INTO DRAINAGE STRUCTURE -SURFACE OF ASPHALT ADJACENT TO THROAT OR GRATE AT CURB INLET -SURFACE OF ACCESS COVER FOR JUNCTION OR ISOLATION BOX -SURFACE OF GRATE AT OUTSIDE EDGE FOR CATCH BASIN, GUTTER INLET, OR GRATED POND STRUCTURE FFE - FINISHED FLOOR ELEVATION G-(GUTTER) SURFACE OF FINISHED GUTTER AT LOWEST POINT (ALONG WATER FLOW PATH) W-(WALK) SURFACE OF FINISHED CONCRETE OR INTERLOCKING PAVER SIDEWALK, PATIO, PLAZA, OR SLAB TC - TOP OF CURB ELEVATION BC - BOTTOM OF CURB ELEVATION TS - TOP OF STAIRS ELEVATION BS - BOTTOM OF STAIRS ELEVATION TW - FINISHED GRADE ELEVATION AT TOP OF WALL BW - FINISHED GRADE ELEVATION AT BOTTOM OF WALL ME-(MATCH EXISTING) FOLLOWING ELEVATION NUMBER - INDICATES TO MATCH ELEVATION OF EXISTING SURFACE AT POINT OF CONNECTION EXAMPLE: A12.56ME MEANS THAT THE SURFACE OF NEW ASPHALT IS TO BE AT ELEVATION 12.56 WHICH SHOULD MATCH THE ELEVATION OF THE EXISTING ASPHALT SURFACE AT THE JOINT SPOT ELEV KEY (FINISHED GRADING) CO P Y R I G H T c S E A M O N , W H I T E S I D E & A S S O C I A T E S , I N C . TH I S D R A W I N G S H A L L N O T B E R E P R O D U C E D I N A N Y M A N N E R O R U S E D F O R A N Y P U R P O S E W I T H O U T W R I T T E N P E R M I S S I O N . 10/27/22 CL1326 ATZ DWJ 10/28/2022DATE: 50 1 W A N D O P A R K B O U L E V A R D , S U I T E 2 0 0 | M O U N T P L E A S A N T , S C 2 9 4 6 4 | 5 0 8 R H E T T S T R E E T , S U I T E 1 0 1 | G R E E N V I L L E , S C 2 9 6 0 1 WI L M I N G T O N @ M A R K E T S T R E E T WI L M I N G T O N , N O R T H C A R O L I N A TI D A L W A V E A U T O S P A REVISION HISTORY DRAWN BY: CHECKED BY: SW+ PROJECT: MOUNT PLEASANT, SC 843.884.1667 GREENVILLE, SC 864.298.0534 WWW.SEAMONWHITESIDE.COM SUMMERVILLE, SC 843.972.0710 SPARTANBURG, SC 864.272.1272 CHARLOTTE, NC 980.312.5450 NO. C-2466 SEAMON,N O R T H CAROLIN A F O I WHITESIDE &ASSOCIATES, INC. T T IC C F AU T H O RIZATIONE R AE 048282 SEAL P R O F E SSION A L ENGINE E R N O R T H C AROLI N A T O M MIE L .L I T T LE 0.5' 1.0' 2.0' 0.0'SC A L E : 1 " = 2 . 0 ' 0 SCALE: 1" = 20' 10 20 40 ±2310 SF CARWASH BUILDING FFE = 35.40 ±896 SF MECHANICAL ROOM FFE = 35.73 CONTECH 71"X47" CMP UNDERGROUND DETENTION (SEE DETAIL SHEETS) WSE:2-YEAR - 29.88' 10-YEAR - 30.56' 25-YEAR - 30.99' 100-YEAR - 32.23' 6X8 FILTERRA INLET BYPASS CURB (FTIBC) WATER QUALITY DEVICE (SEE DETAIL SHEETS) 6X6 FILTERRA INLET BYPASS CURB (FTIBC) WATER QUALITY DEVICE (SEE DETAIL SHEETS) 6X6 FILTERRA INLET BYPASS CURB (FTIBC) WATER QUALITY DEVICE (SEE DETAIL SHEETS) 6X8 (8X10) FILTERRA PEAK DIVERSION GRATE (FPDG) WATER QUALITY DEVICE (SEE DETAIL SHEETS) S S ±2310 SF CARWASH BUILDING ±896 SF EQUIPMENT ROOM HC HC S 21 . 4 ' TIE OUT 1 STA:2+72.93 RIM:29.97 IE OUT:29.40 (MH 2) MH 2 (Ø4') STA:2+64.06 RIM:34.28 IE IN:29.31 (MH 1) IE OUT:29.21 (MH 3) CO 3 STA:2+39.32 RIM:34.92 IE IN:28.96 (MH 2) IE OUT:28.96 (MH 4) CO 4 STA:1+89.32 RIM:35.15 IE IN:28.46 (MH 3) IE IN:28.46 (MH 9) IE OUT:28.46 (MH 5) CO 5 STA:1+50.00 RIM:34.95 IE IN:28.07 (MH 4) IE OUT:28.07 (MH 6) CO 6 STA:1+00.00 RIM:34.60 IE IN:27.57 (MH 5) IE OUT:27.57 (MH 7) CO 7 STA:0+50.00 RIM:34.86 IE IN:27.07 (MH 6) IE OUT:27.07 (MH 8) MH 8 (Ø4') STA:0+00.00 RIM:32.38 IE IN:26.57 (MH 7) TIE OUT 9 STA:??? RIM:29.07 IE OUT:28.53 (MH 4) 0+ 0 0 1+ 0 0 2+ 0 0 2+72.93 SEWER-1 PROFILE 23 25 30 35 23 25 30 35 0+00 EG : 3 2 . 3 8 ' FG : 3 2 . 3 8 ' EG : 3 1 . 2 9 ' FG : 3 1 . 2 9 ' 1+00 EG : 3 0 . 8 7 ' FG : 3 0 . 8 7 ' EG : 3 0 . 6 6 ' FG : 3 0 . 6 6 ' 2+00 EG : 3 0 . 2 2 ' FG : 3 0 . 2 2 ' EG : 3 0 . 5 8 ' FG : 3 0 . 5 8 ' 2+72.93 EG : 3 0 . 4 5 ' FG : 3 0 . 4 5 ' MH 8 (Ø4') STA:0+00.00 RIM:32.38 IE IN:26.57 (MH 7) 50LF-6" PVC @ 1.0 0 % CO 7 STA:0+50.00 RIM:34.86 IE IN:27.07 (MH 6) IE OUT:27.07 (MH 8) 50LF-6" PVC @ 1.0 0 % CO 6 STA:1+00.00 RIM:34.60 IE IN:27.57 (MH 5) IE OUT:27.57 (MH 7) 50LF-6" PVC @ 1.0 0 % CO 5 STA:1+50.00 RIM:34.95 IE IN:28.07 (MH 4) IE OUT:28.07 (MH 6) 39LF-6" PVC @ 1.0 0 % CO 4 STA:1+89.32 RIM:35.15 IE IN:28.46 (MH 3) IE IN:28.46 (MH 9) IE OUT:28.46 (MH 5) 50LF-6" PVC @ 1.0 0 % CO 3 STA:2+39.32 RIM:34.92 IE IN:28.96 (MH 2) IE OUT:28.96 (MH 4) 25LF-6" PVC @ 1.00% MH 2 (Ø4') STA:2+64.06 RIM:34.28 IE IN:29.31 (MH 1) IE OUT:29.21 (MH 3) 9LF-6" PVC @ 1.00% TIE OUT 1 STA:2+72.93 RIM:29.97 IE OUT:29.40 (MH 2) C7.1 UTILITY PLAN & PROFILES 10 20 40 SCALE: 1" = 20' 0 S E W N STANDARD SEWER PLAN NOTES 1.FOR PROJECT SURVEY INFORMATION INCLUDING VERTICAL DATUM AND BENCHMARK LOCATIONS, SEE “PROJECT SURVEY INFORMATION AND CONTRACTOR VERIFICATION REQUIREMENTS” ON SHEET C1.0. 2.PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS, INCLUDING BUT NOT LIMITED TO TOPOGRAPHIC, TREE, STORM DRAINAGE FACILITIES, AND ALL UTILITIES. EXISTING UTILITIES SHOWN ARE APPROXIMATE AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ENGINEER. THEREFORE, THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXACT VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTING UTILITIES. ANY DISCREPANCIES OR CONFLICTS IDENTIFIED DURING VERIFICATION OF EXISTING CONDITIONS AND UTILITIES SHALL BE REPORTED TO THE OWNER AND ENGINEER. ANY COSTS ASSOCIATED WITH CORRECTIVE WORK OR DAMAGES THAT ARE A RESULT OF THE CONTRACTOR NOT VERIFYING EXISTING CONDITIONS AND THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UTILITIES WILL BE THE CONTRACTOR'S RESPONSIBILITY. 3.MANHOLE COVERS ARE NOT ALLOWED WITHIN CURB AND GUTTER AND ARE TO BE INSTALLED COMPLETELY WITHIN OR COMPLETELY OUT OF PAVED AREAS (INCLUDING SIDEWALKS). 4.SEWER MANHOLE CONES ADJACENT TO CURB AND/OR SIDEWALK RAMPS SHALL BE ROTATED TO LOCATE MANHOLE FRAME AND COVER AWAY FROM THE SIDEWALK RAMPS AND CURBS. 5.REFER TO THE SEWER AUTHORITY’S STANDARD NOTES, DETAILS, AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS AND PROCEDURES, INCLUDING WATERTIGHT MANHOLE LOCATIONS. 6.REFER TO SEWER DETAIL SHEETS AND SEWER PROFILE SHEETS FOR DETAILS AND ANY ADDITIONAL SEWER SYSTEM INFORMATION. CO P Y R I G H T c S E A M O N , W H I T E S I D E & A S S O C I A T E S , I N C . TH I S D R A W I N G S H A L L N O T B E R E P R O D U C E D I N A N Y M A N N E R O R U S E D F O R A N Y P U R P O S E W I T H O U T W R I T T E N P E R M I S S I O N . 10/27/22 CL1326 ATZ DWJ 10/28/2022DATE: 50 1 W A N D O P A R K B O U L E V A R D , S U I T E 2 0 0 | M O U N T P L E A S A N T , S C 2 9 4 6 4 | 5 0 8 R H E T T S T R E E T , S U I T E 1 0 1 | G R E E N V I L L E , S C 2 9 6 0 1 WI L M I N G T O N @ M A R K E T S T R E E T WI L M I N G T O N , N O R T H C A R O L I N A TI D A L W A V E A U T O S P A REVISION HISTORY DRAWN BY: CHECKED BY: SW+ PROJECT: MOUNT PLEASANT, SC 843.884.1667 GREENVILLE, SC 864.298.0534 WWW.SEAMONWHITESIDE.COM SUMMERVILLE, SC 843.972.0710 SPARTANBURG, SC 864.272.1272 CHARLOTTE, NC 980.312.5450 NO. C-2466 SEAMON,N O R T H CAROLIN A F O I WHITESIDE &ASSOCIATES, INC. T T IC C F AU T H O RIZATIONE R AE 048282 SEAL P R O F E SSION A L ENGINE E R N O R T H C AROLI N A T O M MIE L .L I T T LE 5 10 20 SCALE: 1" = 10' 0 2" WATER METER CONTRACTOR TO PLACE VERTICAL BENDS IN WATER LINE IN ORDER TO PROVIDE ADEQUATE VERTICAL SEPARATION BETWEEN EXISTING UTILITIES 3/4" IRRIGATION WATER METER 3/4" BACKFLOW PREVENTER 2" WATER METER 2" BACK FLOW PREVENTER IN HEATED ENCLOSURE 3/4" IRRIGATION WATER METER 3/4" BACKFLOW PREVENTER 2" PEX SERVICE LINE (1) 2" ELECTRICAL CONDUIT INSIDE 4" PVC SLEEVE TO SERVE PREP CANOPY PVC ELECTRICAL CONDUIT (2) 8" PVC LINES (2) 8" PVC LINES 16" PVC PUBLIC WATER LINE EXISTING 10" PVC SEWER MAIN 16" EXISTING WATER MAIN 2" BACK FLOW PREVENTER PVC ELECTRICAL CONDUIT 0.5' 1.0' 2.0' 0.0'SC A L E : 1 " = 2 . 0 ' 0 SCALE: 1" = 20' 10 20 40 INSET SEE INSET EXISTING TELECOMMUNICATION LINE EXISTING GAS MAIN EXISTING UNDERGROUND POWER EXISTING UNDERGROUND POWER EXISTING TELECOMMUNICATION LINE EXISTING GAS MAIN 2" WATER TAP SERVICE SEWER RECLAMATION SYSTEM. SEE DETAIL SEWER TIE IN. SEE MEP PLANS FOR FINAL CONNECTION LOCATION C8.1 CONSTRUCTION DETAILS CO P Y R I G H T c S E A M O N , W H I T E S I D E & A S S O C I A T E S , I N C . TH I S D R A W I N G S H A L L N O T B E R E P R O D U C E D I N A N Y M A N N E R O R U S E D F O R A N Y P U R P O S E W I T H O U T W R I T T E N P E R M I S S I O N . 10/27/22 CL1326 ATZ DWJ 10/28/2022DATE: 50 1 W A N D O P A R K B O U L E V A R D , S U I T E 2 0 0 | M O U N T P L E A S A N T , S C 2 9 4 6 4 | 5 0 8 R H E T T S T R E E T , S U I T E 1 0 1 | G R E E N V I L L E , S C 2 9 6 0 1 WI L M I N G T O N @ M A R K E T S T R E E T WI L M I N G T O N , N O R T H C A R O L I N A TI D A L W A V E A U T O S P A REVISION HISTORY DRAWN BY: CHECKED BY: SW+ PROJECT: MOUNT PLEASANT, SC 843.884.1667 GREENVILLE, SC 864.298.0534 WWW.SEAMONWHITESIDE.COM SUMMERVILLE, SC 843.972.0710 SPARTANBURG, SC 864.272.1272 CHARLOTTE, NC 980.312.5450 NO. C-2466 SEAMON,N O R T H CAROLIN A F O I WHITESIDE &ASSOCIATES, INC. T T IC C F AU T H O RIZATIONE R AE 048282 SEAL P R O F E SSION A L ENGINE E R N O R T H C AROLI N A T O M MIE L .L I T T LE NOT TO SCALEFRONT WHEEL PULL EXIT DETAIL (TYPICAL) 15' PLAN VIEW ELEVATION VIEW 15' OUTSIDE FACE OF CARWASH COLUMN CONTRACTOR TO TIE INTO PROPOSED GRADE 2.0" : 15' SLOPE (@1.11%) CARWASH BUILDING CONTRACTOR TO TIE INTO PROPOSED GRADE 35.483 FFE 35.483 FFE 35.13 35.33 CONVEYOR 35.40 FFE 35.40 FFE FL A T 35.23 1.8" : 15' SLOPE (@1.00%) 4.2" : 15' SLOPE (@2.33%) ENTRANCE DETAIL - FRONT WHEEL PULL NOT TO SCALE PLAN VIEW ELEVATION VIEW 13.25 SL O P E S L O P E 3/ 1 6 " S L O P E / L F 3/ 1 6 " S L O P E / L F 1/8" SLOPE / LF BOTTOM OF TRENCH CENTER OF CARWASH EQUIPMENT CENTER OF CONVEYOR OUTSIDE FACE OF CARWASH COLUMN NOTE: PROVIDE 12' MIN. LONG CONCRETE APPROACH SLAB. COORDINATE WITH EQUIPMENT MANUFACTURER 3" PVC DRAIN FROM CORRELATOR PIT TO CONVEYOR PIT EDGE OF SLAB 13.15 13.10 COVERED WITH STEEL PIPE 6" SCH. 40 BROWN COVER (GRAINGER ITEM #12L098 - SEE 1" 5' - 0 " 22 " 22" RAISED CURB TYP. 7' - 0 " WASH EXIT LIGHT WASH EXIT SIGN 6"6" 17 " 43" 2' 6" 2' 6 " 2' 6" X 2' 6" CONCRETE RAISED CURB TYP. 17 " 21 1/2" 12" THICK SLAB STOP / GO LIGHT DETAIL TYP. BOLLARD DETAIL) NOT TO SCALEISLAND / LOOP DETAIL 2' TSS CANOPY FACE OF CURB 9' FACE OF CURB VENEER OTT 1.83'6' 2.25'3.75' 2.5' 20' 4' RADIAL POINT 3' 20' 6' RADIAL POINT 5' MENU BOARD GATE 11' XPT CENTERED IN SPACE EDGE OF GUTTER TSS CANOPY XPT CENTERED IN SPACE FAST PASS READER 3' 3' 0.50'0.50' 12.5" (TO XPT STAND) 2' SENSOR LOOP 3a SENSOR LOOP 1b SENSOR LOOP 1a LOOPS 2' WIDE TYP. 2' 0.50' SENSOR LOOP 3b 0.50' 6" STANDARD CURB & GUTTER 8' SENSOR LOOP 2a 4.5' SENSOR LOOP 2b 8' 2.5' LOOPS 2' WIDE TYP. 4.5' 12.5" (TO XPT STAND) 0.75' 2.5' NOT TO SCALEDUMPSTER ENCLOSURE DETAIL 8' 3' 4 " 16' 8' WATER RECLAIM SYSTEM DETAIL TYPICAL LAYOUT TANK #1 1 b 12 1A 1B 3 6 8 2 9 14 7 2B 2A 13 a TANK #2 5 4 TANK #3 ABOVE GROUND PLUMBING UNDERGROUND ELECTRICAL ABOVE GROUND ELECTRICAL 11 10 CENTER TRENCH 1 7" 26" 86" TANK #1A TANK #2A TANK #3 7" 24"12" b 41223 126" 138" 7 13 a 6 4 12" 32"8" 32" NOT TO SCALE TANK #4TANK #1B TANK #2B NOTES: - ACTUAL TANK DIMENSIONS MAY VARY. - PLUMBING SHOULD BE PLACED AS SHOWN REGARDLESS OF WHAT TANKS ARE USED. - ALL PIPES MUST BE SET BELOW FROST LINE. - SUCTION LINES MUST BE SCH 80 PVC. - DO NOT INSTALL SCREENS ON FOOT VALVE. - CONSULT ENGINEER FOR ELEVATIONS. - 1 PIECE TANK IS REQUIRED - MATCH TANK ELEVATION AS SHOWN. TANK #1 - 1A UNDERFLOW - 1B PRIMARY SETTLEMENT TANK #2 - SECONDARY SETTLEMENT W./ BAFFLE TANK #3 - PROCESS TANK TANK #4 - OIL AND WATER SEPARATOR PER MUNICIPAL SPECIFICATIONS 3' FROM WASH ENTRANCE, 16" BELOW ANGLE IRON MECHANICAL ROOM ERS-100è Control Box c d 15 1 - 2" SCH 80 PVC PIPE - UNDERFLOW DISCHARGE - TO TANK 1A 2 - 6" SCH 40 PVC PIPE - EXTERNAL CROSSOVER - FROM TANK 1B TO TANK 2A 3 - TWO 6" SCH 40 PVC PIPES - CENTER TRENCH - TO TANK 1B 4 - 4" OR 6" SCH 40 PVC PIPE - OVERFLOW FROM TANK 2B TO TANK 3 5 - 6" SCH 40 PVC PIPE - EXTERNAL CROSSOVER - FROM TANK 2B TO TANK 3 6 - 3" SCH 80 PVC PIPE - FILTER PUMP SUCTION LINE - FROM TANK 3 *SHOULD HAVE SLIGHT FALL TO RISER. INSTALL 90° AS HIGH AS POSSIBLE ON RISER TO ALLOW FOR EASY MAINTENANCE. NO DEEPER THEN 2' FROM FINISH GRADE* 7 - 3" SCH 80 PVC PIPE - SPARE SUCTION LINE - FROM TANK 3 *COMPLETE PLUMBING ON SPARE SUCTION LINE. UNION & FOOT VALVE SAME AS PRIMARY (6). SHOULD HAVE SLIGHT FALL TO RISER. INSTALL 90° AS HIGH AS POSSIBLE ON RISER TO ALLOW FOR EASY MAINTENANCE.* 8 - 4" OR 6" SCH 40 PVC PIPE - AQUAPREP DISCHARGE - SPLIT TO TANK 3 9 - 4" OR 6" SCH 40 PVC PIPE - AQUAPREP DISCHARGE - SPLIT TO CENTER TRENCH 12 - 6" SCH 40 PVC PIPE - INTERNAL CROSSOVER - FROM TANK 1A TO TANK 1B 13 - 6" SCH 40 PVC PIPE - INTERNAL CROSSOVER - FROM TANK 2A TO TANK 2B 15 - 6" SCH 40 PVC PIPE - TIRE SHINE DRAIN TO TANK 4 16 - 6" SCH 40 PVC PIPE - EXTERNAL CROSSOVER FROM TANK 3 TO TANK 4 17 - PIPE TO SANITARY SEWER 17 10 - 2" PIPE - RECLAIM WATER OUTLET - FROM ERS TO CAR WASH EQUIPMENT 11 - 2" PIPE - FRESH WATER INLET - FROM CITY WATER SOURCE TO ERS 14 - 2" SCH 80 PVC PIPE - AQUAPREP DISCHARGE TEE' D W./ BALL VALVES A - 1" PVC CONDUIT - LOW WATER PROTECTION FLOAT SWITCH (FS-2) - TANK 3 TO MECHANICAL ROOM B - 1" PVC CONDUIT - FOR FUTURE USE - TANK 2B TO MECHANICAL ROOM C - 3 PHASE POWER IN L1-L2-L3 D - 120 VAC CONTROL CIRCUIT FEED 16 TANK #4 17 1/2" DROP 1/2" DROP 15 & 16 (IF FOOT VALVE IS RAISED, THE FLOAT SWITCH ALSO NEEDS TO BE RAISED) TANKS TYPICAL 1,500 GAL. PRECAST CONCRETE UNDERGROUND PLUMBING 6" FLOOR 1/2" DROP 1/2 TANK TYP. 1/2 TANK TYP.21"8" FOOT VALVELOW WATER PROTECTION FLOAT SWITCH (FS-2) -LOCATE 18" FROM BOTTOM OF FLOAT WEIGHT 6" Typ. Thickness 3" TYP. AIR GAP 20"6"1" PVC CONDUIT FROM JUNCTION BOX IN MANWAY PVC UNION SIDE VIEW 72" EXIT 5 2 5 8 12" WALL 12" PENETRATIONS THROUGH CONCRETE RISERS WITH STEEL LIDS C8.2 CONSTRUCTION DETAILS CO P Y R I G H T c S E A M O N , W H I T E S I D E & A S S O C I A T E S , I N C . TH I S D R A W I N G S H A L L N O T B E R E P R O D U C E D I N A N Y M A N N E R O R U S E D F O R A N Y P U R P O S E W I T H O U T W R I T T E N P E R M I S S I O N . 10/27/22 CL1326 ATZ DWJ 10/28/2022DATE: 50 1 W A N D O P A R K B O U L E V A R D , S U I T E 2 0 0 | M O U N T P L E A S A N T , S C 2 9 4 6 4 | 5 0 8 R H E T T S T R E E T , S U I T E 1 0 1 | G R E E N V I L L E , S C 2 9 6 0 1 WI L M I N G T O N @ M A R K E T S T R E E T WI L M I N G T O N , N O R T H C A R O L I N A TI D A L W A V E A U T O S P A REVISION HISTORY DRAWN BY: CHECKED BY: SW+ PROJECT: MOUNT PLEASANT, SC 843.884.1667 GREENVILLE, SC 864.298.0534 WWW.SEAMONWHITESIDE.COM SUMMERVILLE, SC 843.972.0710 SPARTANBURG, SC 864.272.1272 CHARLOTTE, NC 980.312.5450 NO. C-2466 SEAMON,N O R T H CAROLIN A F O I WHITESIDE &ASSOCIATES, INC. T T IC C F AU T H O RIZATIONE R AE 048282 SEAL P R O F E SSION A L ENGINE E R N O R T H C AROLI N A T O M MIE L .L I T T LE ALTERNATE UPSLOPE SECTIONTYPICAL DOWNSLOPE SECTION 12 " 12 " NOTES: 1.ALTERNATE SECTION TO BE USED ONLY WHEN DRAINING AWAY FROM CURB. 2.UNLESS OTHERWISE SHOWN ON DRAWINGS, LOCATE CONTROL JOINTS AT 10' INTERVALS AND EXPANSION JOINTS AT 50' INTERVALS. WHERE CURB IS ADJACENT TO CONCRETE WALK, JOINTS SHALL COINCIDE. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 24" ROLL CURB AND GUTTER SCALE: NOT TO SCALE# 6" 24" 2- 1 / 4 " 9" R 21" R 1-3/4" 6-1/4" CAST-IN-PLACE CONCRETE CURB AND GUTTER PREPARED SUBGRADE 24" 9" R 21" R 1-3/4" 6-1/4" CAST-IN-PLACE CONCRETE CURB AND GUTTER 1/2" 3- 3 / 4 " 6" STRUCTURAL FILL-MIN. WIDTH 12" TYPICAL DOWNSLOPE SECTION ALTERNATE UPSLOPE SECTION NOTES: 1.ALTERNATE UPSLOPE SECTION TO BE USED ONLY WHEN DRAINING AWAY FROM CURB. 2.UNLESS OTHERWISE SHOWN ON DRAWINGS, LOCATE CONTROL JOINTS AT 10' INTERVALS AND EXPANSION JOINTS AT 50' INTERVALS. WHERE CURB IS ADJACENT TO CONCRETE WALK, JOINTS SHALL COINCIDE. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. 24" STRAIGHT CURB AND GUTTER SCALE: NOT TO SCALE# STRUCTURAL FILL-MIN. WIDTH 12" CAST-IN-PLACE CONCRETE CURB AND GUTTER PREPARED SUBGRADE CAST-IN-PLACE CONCRETE CURB AND GUTTER 6" 1" 1" R1" R6" 12 " 1" 6"18" 1" FACE 1" 6" 1" 1" R1" R6" 12 " 6" 1" 18" FACE 4" 12"R 4" 4"4"4"8" 4"R 22°30' 4" 4" 4" 48" 4" 4" 8" BLUE TRAFFIC PAINT 5°' 22° 30' 4" IDENTIFICATION PARKING SPACES 8' WIDE FOR STANDARD SPACES 11' WIDE FOR VAN ACCESSIBLE SPACES (SEE PLAN FOR TYPE) 3 ' 18 ' M I N . O R A S IN D I C A T E D O N P L A N 5' NOTES: 1. THE LONGITUDINAL SLOPE OF ALL SURFACES ALONG THE ADA ACCESSIBLE ROUTE, WHICH ARE NOT SPECIFICALLY NOTED AS BEING A RAMP, SHALL NOT EXCEED 1:20. RAMPS SHALL NOT EXCEED A SLOPE OF 1:12. TRANSVERSE SLOPES SHALL NOT EXCEED 1:50. CONTRACTOR SHALL FIELD VERIFY SLOPES BEFORE INSTALLATION AND NOTIFY ENGINEER IMMEDIATELY IF MAX. SLOPES ARE EXCEEDED. 2. AT PARKING SPACES AND ASSOCIATED ACCESS AISLES, SLOPE SHALL NOT EXCEED 1:50 IN ANY DIRECTION. 5% MAX (NOTE 1) 2% MAX (NOTE 2) 2% M A X (N O T E 2 ) 2% M A X (N O T E 1 ) PAINTED ADA PARKING SYMBOL (SEE DETAIL) BLUE TRAFFIC PAINT ADA PARKING SIGN (SEE DETAIL) SIDEWALK RAMP (SEE DETAIL) R2 R1 R2=2'-3" R1=3'-3" NOTES: 1. ALL MARKINGS SHALL BE [PAINT][THERMOPLASTIC]. 2. ALL MARKINGS SHALL BE INSTALLED IN ACCORDANCE WITH N.C.D.O.T. STANDARD SPECIFICATIONS AND SOUTH CAROLINA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. R2 R1 7'-4" 7' - 1 0 " 5' - 3 " 7' - 8 " 12" 8' - 0 " 6'-2" 2' - 7 " 3' - 7 " 1' - 1 0 " 5' - 3 " 3'-4" 14" 12" 4' - 7 " 9' - 1 0 " 1 SCALE: PAVEMENT-MARKING 2 SCALE: ADA-STALL 5 4 STORM-DRAINAGE-PIPE-TRENCH SCALE:3 67SIDEWALK-SECTION ACCESSIBLE VAN RESERVED PARKING 12" 4" 36" ADA PARKING SIGN SCALE: NOT TO SCALE# NOTES: 1.SIGN SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH FEDERAL HIGHWAY ADMINISTRATION MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES & SCDOT STANDARD SPECIFICATIONS (SIGNS #R7-8 & R7-8P). 2.SIGN SHALL BE 0.080" THICK ALUMINUM WITH APPLIED REFLECTIVE SHEETING IN ACCORDANCE WITH SCDOT STANDARD SPECIFICATIONS. 3.POST SHALL BE GALVANIZED STEEL U-SECTION IN ACCORDANCE WITH SCDOT STANDARD SPECIFICATIONS. CAST-IN-PLACE CONCRETE FINISHED GRADE BREAK-AWAY SIGN POST INCLUDE "VAN ACCESSIBLE" SIGN FOR SPACES BORDERED BY 96" WIDE ACCESS AISLE. BLUE BACKGROUND WHITE SYMBOL BORDER STRIP (GREEN) WHITE BACKGROUND 2" LETTERING (GREEN) 84" TO BOTTOM OF LOWEST SIGN STOP SIGN AND INSTALLATION TO CONFORM WITH S.C.M.U.T.D. SPECIFICATIONS. NUMBER: R1-1-30 SIZE: 30" X 30" CLASS: STANDARD BACKGROUND: RED-REFLECTORIZED LEGEND AND BORDER: WHITE-REFLECTORIZED SIGN POST: GALVANIZED U-CHANNEL PER SCDOT SPECIFICATIONS SIGN - STOP SCALE: NOT TO SCALE# DO NOT ENTER DO NOT ENTER SIGN AND INSTALLATION TO CONFORM WITH S.C.M.U.T.D. SPECIFICATIONS. NUMBER: R5-1-30 SIZE: 30" X 30" CLASS: STANDARD LEGEND AND BACKGROUND: WHITE-REFLECTORIZED CIRCLE: RED-REFLECTORIZED SIGN POST: GALVANIZED U-CHANNEL PER SCDOT SPECIFICATIONS SIGN - DO NOT ENTER SCALE: NOT TO SCALE# (NOT TO SCALE) (NOT TO SCALE)10 9 8 ADA PARKING STRIPING SCALE: NOT TO SCALE C8.3 CONSTRUCTION DETAILS CO P Y R I G H T c S E A M O N , W H I T E S I D E & A S S O C I A T E S , I N C . TH I S D R A W I N G S H A L L N O T B E R E P R O D U C E D I N A N Y M A N N E R O R U S E D F O R A N Y P U R P O S E W I T H O U T W R I T T E N P E R M I S S I O N . 10/27/22 CL1326 ATZ DWJ 10/28/2022DATE: 50 1 W A N D O P A R K B O U L E V A R D , S U I T E 2 0 0 | M O U N T P L E A S A N T , S C 2 9 4 6 4 | 5 0 8 R H E T T S T R E E T , S U I T E 1 0 1 | G R E E N V I L L E , S C 2 9 6 0 1 WI L M I N G T O N @ M A R K E T S T R E E T WI L M I N G T O N , N O R T H C A R O L I N A TI D A L W A V E A U T O S P A REVISION HISTORY DRAWN BY: CHECKED BY: SW+ PROJECT: MOUNT PLEASANT, SC 843.884.1667 GREENVILLE, SC 864.298.0534 WWW.SEAMONWHITESIDE.COM SUMMERVILLE, SC 843.972.0710 SPARTANBURG, SC 864.272.1272 CHARLOTTE, NC 980.312.5450 NO. C-2466 SEAMON,N O R T H CAROLIN A F O I WHITESIDE &ASSOCIATES, INC. T T IC C F AU T H O RIZATIONE R AE 048282 SEAL P R O F E SSION A L ENGINE E R N O R T H C AROLI N A T O M MIE L .L I T T LE C8.4 CONSTRUCTION DETAILS CO P Y R I G H T c S E A M O N , W H I T E S I D E & A S S O C I A T E S , I N C . TH I S D R A W I N G S H A L L N O T B E R E P R O D U C E D I N A N Y M A N N E R O R U S E D F O R A N Y P U R P O S E W I T H O U T W R I T T E N P E R M I S S I O N . 10/27/22 CL1326 ATZ DWJ 10/28/2022DATE: 50 1 W A N D O P A R K B O U L E V A R D , S U I T E 2 0 0 | M O U N T P L E A S A N T , S C 2 9 4 6 4 | 5 0 8 R H E T T S T R E E T , S U I T E 1 0 1 | G R E E N V I L L E , S C 2 9 6 0 1 WI L M I N G T O N @ M A R K E T S T R E E T WI L M I N G T O N , N O R T H C A R O L I N A TI D A L W A V E A U T O S P A REVISION HISTORY DRAWN BY: CHECKED BY: SW+ PROJECT: MOUNT PLEASANT, SC 843.884.1667 GREENVILLE, SC 864.298.0534 WWW.SEAMONWHITESIDE.COM SUMMERVILLE, SC 843.972.0710 SPARTANBURG, SC 864.272.1272 CHARLOTTE, NC 980.312.5450 NO. C-2466 SEAMON,N O R T H CAROLIN A F O I WHITESIDE &ASSOCIATES, INC. T T IC C F AU T H O RIZATIONE R AE 048282 SEAL P R O F E SSION A L ENGINE E R N O R T H C AROLI N A T O M MIE L .L I T T LE C8.5 CONSTRUCTION DETAILS CO P Y R I G H T c S E A M O N , W H I T E S I D E & A S S O C I A T E S , I N C . TH I S D R A W I N G S H A L L N O T B E R E P R O D U C E D I N A N Y M A N N E R O R U S E D F O R A N Y P U R P O S E W I T H O U T W R I T T E N P E R M I S S I O N . 11/14/22 CL1326 ATZ DWJ 10/28/2022DATE: 50 1 W A N D O P A R K B O U L E V A R D , S U I T E 2 0 0 | M O U N T P L E A S A N T , S C 2 9 4 6 4 | 5 0 8 R H E T T S T R E E T , S U I T E 1 0 1 | G R E E N V I L L E , S C 2 9 6 0 1 WI L M I N G T O N @ M A R K E T S T R E E T WI L M I N G T O N , N O R T H C A R O L I N A TI D A L W A V E A U T O S P A REVISION HISTORY DRAWN BY: CHECKED BY: SW+ PROJECT: MOUNT PLEASANT, SC 843.884.1667 GREENVILLE, SC 864.298.0534 WWW.SEAMONWHITESIDE.COM SUMMERVILLE, SC 843.972.0710 SPARTANBURG, SC 864.272.1272 CHARLOTTE, NC 980.312.5450 NO. C-2466 SEAMON,N OR T H CAROLIN A F O I WHITESIDE &ASSOCIATES, INC. T T IC C F AU T H O RIZATIONE R AE 048282 SEAL P R O F E SSION A L ENGINE E R N O R T H C AROLI N A T O M MIE L .L I T T LE C8.6 CONSTRUCTION DETAILS CO P Y R I G H T c S E A M O N , W H I T E S I D E & A S S O C I A T E S , I N C . TH I S D R A W I N G S H A L L N O T B E R E P R O D U C E D I N A N Y M A N N E R O R U S E D F O R A N Y P U R P O S E W I T H O U T W R I T T E N P E R M I S S I O N . 10/27/22 CL1326 ATZ DWJ 10/28/2022DATE: 50 1 W A N D O P A R K B O U L E V A R D , S U I T E 2 0 0 | M O U N T P L E A S A N T , S C 2 9 4 6 4 | 5 0 8 R H E T T S T R E E T , S U I T E 1 0 1 | G R E E N V I L L E , S C 2 9 6 0 1 WI L M I N G T O N @ M A R K E T S T R E E T WI L M I N G T O N , N O R T H C A R O L I N A TI D A L W A V E A U T O S P A REVISION HISTORY DRAWN BY: CHECKED BY: SW+ PROJECT: MOUNT PLEASANT, SC 843.884.1667 GREENVILLE, SC 864.298.0534 WWW.SEAMONWHITESIDE.COM SUMMERVILLE, SC 843.972.0710 SPARTANBURG, SC 864.272.1272 CHARLOTTE, NC 980.312.5450 NO. C-2466 SEAMON,N O R T H CAROLIN A F O I WHITESIDE &ASSOCIATES, INC. T T IC C F AU T H O RIZATIONE R AE 048282 SEAL P R O F E SSION A L ENGINE E R N O R T H C AROLI N A T O M MIE L .L I T T LE 1 (NOT TO SCALE) IN L E T OU T L E T C A T C H M E N T - ( 1 ) 7 , 1 2 4 . 3 8 S F 0 . 1 6 A C C A T C H M E N T - ( 2 ) 7 , 2 9 4 . 8 5 S F 0 . 1 7 A C C A T C H M E N T - ( 3 ) 1 0 , 4 5 8 . 2 3 S F 0 . 2 4 A C C A T C H M E N T - ( 4 ) 1 5 , 8 1 0 . 3 3 S F 0 . 3 6 A C S S MULCH AREA, TYP. 0 10 20 40 SCALE: 1" = 20' 30 L1.0 LANDSCAPE PLAN CO P Y R I G H T c S E A M O N , W H I T E S I D E & A S S O C I A T E S , I N C . TH I S D R A W I N G S H A L L N O T B E R E P R O D U C E D I N A N Y M A N N E R O R U S E D F O R A N Y P U R P O S E W I T H O U T W R I T T E N P E R M I S S I O N . 11/3/22 CL1326 10/28/2022DATE: 50 1 W A N D O P A R K B O U L E V A R D , S U I T E 2 0 0 | M O U N T P L E A S A N T , S C 2 9 4 6 4 | 5 0 8 R H E T T S T R E E T , S U I T E 1 0 1 | G R E E N V I L L E , S C 2 9 6 0 1 WI L M I N G T O N @ M A R K E T S T R E E T WI L M I N G T O N , N O R T H C A R O L I N A TI D A L W A V E A U T O S P A REVISION HISTORY DRAWN BY: CHECKED BY: SW+ PROJECT: MOUNT PLEASANT, SC 843.884.1667 GREENVILLE, SC 864.298.0534 WWW.SEAMONWHITESIDE.COM SUMMERVILLE, SC 843.972.0710 SPARTANBURG, SC 864.272.1272 CHARLOTTE, NC 980.312.5450 TNC DCJ LIC. NO. N O R T H C AROLI N A 2142 T A Y L O R NATHAN I E L C R ITCHER L A N D SCAPE A R C H I T ECTR E G I STERE D NO. C-2466 SEAMON, N O R T H C AROLIN A F O I WHITESIDE & ASSOCIATES, INC. T T IC C F A U T H O RIZATIONE R A E S E W N 1 4 3 TYPICAL TREE PLANTING GRASS/GROUNDCOVER PLANTING SOIL NOTES LAWN EDGE DETAIL PLANT SCHEDULE NOTES SOIL AREA AMENDEDTREE (WHERE SPACE ALLOWS) LC 8' MIN 45°MIN. 3X BALL DIA. PIT TRUNK OF TREE) (KEEP MULCH 6" FROM 3" DEPTH MULCH ARCHITECT. APPROVED BY LANDSCAPE AFTER TREE IS SET AND AND TOP OF WIRE BASKET REMOVE TOP 1/2 BURLAP BENEATH ROOT BALL. TAMP 6" DEPTH FIRM AREA). BE PLANTED OVER THIS SITUATIONS, LAWN WILL OF 8" (IN SOME AMENDMENTS TO DEPTH PLANTING SOIL MIXTURE -THOROUGHLY TILL IN AMENDED SOIL AREA FINISH GRADE MINIMUM 5' DIAMETER. TREES IN LAWN MULCH RING FOR 1. PLANT SO THAT TOP OF ROOT BALL IS 2" ABOVE FINISH GRADE. 2. SCARIFY SIDES AND BOTTOM OF PIT. 3. BACKFILL TREE PIT AND WATER UNTIL NO MORE WATER IS ABSORBED. 4. HAND TAMP OR PROBE WITH SHOVEL HANDLES TO REMOVE VOIDS. 5. DO NOT WRAP TREE TRUNKS. GENERAL NOTES: NOTE: CONTACT LANDSCAPE ARCHITECT (LA) IF TREE STAKING IS NECESSARY & LA WILL PROVIDE DETAIL. FROM CONTAINER STOCK BED AREA. OF 8" IN ENTIRE SHRUB AMENDMENTS TO DEPTH PLANTING SOIL MIXTURE THOROUGHLY TILL IN SHRUB PIT MIXTURE TAMPED FIRM BENEATH ROOT BALL FINISHED GRADE 45° MIN. 6" DEPTH PLANTING SOIL 3X BALL DIA. 3" DEPTH MULCH PULL ROOTS OUT OF BALL MINIMUM 4' DIAMETER. SHRUBS IN LAWN MULCH RING FOR BASE OF PLANT MIN. 4") (KEEP MULCH AWAY FROM 3" DEPTH MULCH REMOVE TOP 1/3 BURLAP FROM B&B STOCK GENERAL NOTES: 1. PLANT SO THAT TOP OF ROOT BALL IS 1" ABOVE FINISH GRADE. 2. SCARIFY SIDES AND BOTTOM OF PIT. 3. BACKFILL SHRUB PIT WITH SPECIFIED PLANTING SOIL MIXTURE IN 6" LAYERS, HAND-TAMPED, TO REMOVE VOIDS. 4. WHEN 2/3 BACKFILLED, FILL WITH WATER. 5. AFTER PLACING AND HAND-TAMPING FINAL LAYERS, WATER AGAIN UNTIL NO MORE WATER IS ABSORBED. 2 TYPICAL SHRUB PLANTING FINISH GRADE MIXTURE PLANTING SOIL 45° MIN. 3" DEPTH MULCH GROUNDCOVER PLANT (TYP.) SPACING AS SHOWN ON PLAN GROUNDCOVER PLANT GENERAL NOTES: 1. THOROUGHLY TILL IN PLANTING SOIL MIXTURE AMENDMENTS TO DEPTH OF 8" IN ENTIRE GROUNDCOVER BED AREA. 2. WORK SOIL TO LOOSE, UNIFORMLY FINE TEXTURE. 3. HAND-TAMP BACKFILL TO REMOVE VOIDS AND AIR POCKETS. 4. WATER IMMEDIATELY AFTER PLANTING UNTIL NO MORE WATER IS ABSORBED. GENERAL NOTES: 1. FOR EACH UNAMENDED SOIL TYPE, FURNISH SOIL ANALYSIS AND A WRITTEN REPORT BY A QUALIFIED SOIL-TESTING LABORATORY STATING PERCENTAGES OF ORGANIC MATTER; GRADATION OF SAND, SILT, AND CLAY CONTENT; CATION EXCHANGE CAPACITY; SODIUM ABSORPTION RATIO; DELETERIOUS MATERIAL; BUFFER PH LEVELS; AND MINERAL AND PLANT-NUTRIENT CONTENT OF THE SOIL. 2. A MINIMUM OF THREE REPRESENTATIVE SAMPLES SHALL BE TAKEN FROM VARIED LOCATIONS FOR EACH SOIL TO BE USED OR AMENDED FOR PLANTING PURPOSES. 3. SUBMIT TO LANDSCAPE ARCHITECT THE LAB RECOMMENDATIONS FOR SOIL TREATMENTS AND SOIL AMENDMENTS TO BE INCORPORATED. INDICATE LAB RECOMMENDATIONS IN WEIGHT PER 1000 SQ. FT. OR VOLUME PER CU. YD. FOR NITROGEN, PHOSPHORUS, AND POTASH NUTRIENTS AND ORGANIC AND INORGANIC SOIL AMENDMENTS TO BE ADDED TO PRODUCE PLANTING SOIL SUITABLE FOR HEALTHY, VIABLE PLANTS. 4. ALL SOILS USED FOR PLANTING SHALL BE PREPARED AS NECESSARY USING ORGANIC AND INORGANIC SOIL AMENDMENTS AND FERTILIZERS IN THE QUANTITIES RECOMMENDED IN THE SOIL ANALYSIS REPORT TO PRODUCE SATISFACTORY PLANTING SOIL FOR HEALTHY, VIABLE PLANTS. PLANTING SOILS SHALL HAVE A PH LEVEL BETWEEN 6.0 AND 7.0. 5. IN ALL PLANTING AREAS, SPREAD PLANTING SOIL TO A DEPTH OF 8 INCHES BUT NOT LESS THAN REQUIRED TO MEET FINISH GRADES AFTER NATURAL SETTLEMENT. SUBGRADE MULCH APPROX. 45 DEGREES APPROX. 30 DEGREES TURFLC 4"MIN. 6"MAX. NOTES: 1. EXCAVATE TRENCH BY HAND W/ SPADE 2. ADD EXCESS SOIL TO ADJACENT PLANT BED AFTER PULLING BACK EXISTING MULCH. RAKE SOIL AND SMOOTH BEFORE MULCHING. 1. THE TECHINICAL SPECIFICATIONS ARE MADE A PART OF THESE PLANS AND SHALL BE CONSULTED BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING WORK AS SPECIFIED IN THE TECHNICAL SPECIFICATIONS AND ON THESE PLANS. 2. CONTRACTOR SHALL NOTIFY THIS OFFICE OF ANY DISCREPANCIES PRIOR TO BEGINNING OR CONTINUING WORK. 3. THERE WILL BE NO SUBSTITUTIONS, DELETIONS OR ADDITIONS WITHOUT APPROVAL OF THIS OFFICE. 4. SIZE OF PLANT MATERIALS SHALL CONFORM WITH THE CURRENT EDITION OF 'AMERICAN STANDARD FOR NURSERY STOCK' FOR NUMBER ONE GRADE NURSERY STOCK AS ADOPTED BY THE AMERICAN ASSOCIATION OF NURSERYMEN AND AMERICAN NATIONAL STANDARDS INSTITUTE. 5. THE QUANTITIES ON THE SCHEDULE ARE ONLY A GUIDE. ALL QUANTITIES SHALL BE VERIFIED BY THE CONTRACTOR ON THE PLANTING PLAN. PLANT SCHEDULE FWF SP TF MS CAL GAL EGG B&B CON BR ESP FULL WELL FORMED SPECIMEN MATERIAL TREE FORM HABIT MULTI-STEMMED TRUNK TRUNK CALIPER GALLON CONTAINER EGG CAN CONTAINER BALLED AND BURLAPPED CONTAINERIZED MATERIAL BARE ROOT MATERIAL ESPALIERMATERIAL MH RF HC MATCHING HEIGHTS REFOLIATED HURRICANE CUT L1.1 PLANT SCHEDULE & DETAILS & NOTES IRRIGATION NOTES 1.CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF PROPOSED IRRIGATION SYSTEM TO LANDSCAPE ARCHITECT AND OWNER FOR ACCEPTANCE. CONTRACTOR TO SUPPLY AUTOMATIC IRRIGATION SYSTEMS, COMPLETE AND INSTALLED. SYSTEM TO INCLUDE ALL VALVES, PIPES, HEADS, FITTINGS, RAIN SENSOR, AND CLOCK AND TO PROVIDE 100% COVERAGE OF ALL NEW SODDED AND IMPROVED EXISTING GRASS AREAS, TREES, SHRUBS AND PLANTING BEDS. COORDINATE IRRIGATION WITH OWNER'S REPRESENTATIVE. 2.CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR AUTOMATIC IRRIGATION SYSTEMS. CONTRACTOR SHALL PROVIDE ELECTRIC METER AND SERVICE IN ACCORDANCE WITH STATE AND LOCAL CODES FOR IRRIGATION SYSTEM. LOCATION OF METERS AND CONTROL PANELS FOR IRRIGATION SHALL BE APPROVED BY OWNER'S REP. PRIOR TO INSTALLATION. COORDINATE WATER METER REQUIREMENTS WITH CIVIL ENGINEER. GENERAL PLANTING NOTES 1.REQUIREMENTS FOR THE MEASUREMENTS, BRANCHING, GRADING, QUALITY, BALLING AND BURLAPPING OF PLANTS IN THE PLANT LIST SHOULD FOLLOW OR EXCEED THE STANDARDS CURRENTLY RECOMMENDED BY THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. IN THE AMERICAN STANDARD FOR NURSERY STOCKS (ASNS). UNLESS OTHERWISE SPECIFIED, ANY SIZE SPECIFIED SHALL BE CONSIDERED MINIMUM. MINIMUMS FOR HEIGHT, SPREAD, OR CALIPER SHALL TAKE PRECEDENT OVER A SPECIFIED CONTAINER SIZE. 2.ALL PLANTS SHALL HAVE A WELL FORMED HEAD WITH MINIMUM CALIPER, HEIGHT AND SPREAD OF THE SIDE BRANCHES AS SHOWN ON THE PLANT LIST. TRUNKS SHALL BE UNDAMAGED AND SHAPE SHALL BE TYPICAL OF THE SPECIES. 3.MEASUREMENT OF CONIFER HEIGHT SHALL INCLUDE NOT MORE THAN FIFTY (50) PER CENT OF THIS YEARS' VERTICAL GROWTH (TOP CANDLE). 4.THE LANDSCAPE CONTRACTOR IS HEREBY NOTIFIED OF THE EXISTENCE OF UNDERGROUND UTILITIES WITHIN THE LIMITS OF THE PROJECT AREA. THE CONTRACTOR SHOULD VERIFY THE EXACT LOCATION OF ALL UTILITY LINES PRIOR TO COMMENCEMENT OF DIGGING OPERATIONS. CONTRACTOR RESPONSIBLE FOR LOCATING, PROTECTING, AND REPAIRING ALL DAMAGE TO BUILDINGS, UTILITIES, PAVEMENT, AND CURB & GUTTER. ANY REPAIRS SHALL BE DONE PROMPTLY AT CONTRACTOR'S EXPENSE. 5.THE CONTRACTOR WILL BE RESPONSIBLE FOR STAKING AND LAYOUT OF PLANTINGS ON THIS PROJECT. THE LANDSCAPE ARCHITECT OR OWNER SHALL BE ADVISED WHEN STAKES ARE READY FOR INSPECTION ON VARIOUS PLANTING AREAS. ALL LAYOUT WORK SHALL BE INSPECTED AND APPROVED BY THE LANDSCAPE ARCHITECT AND OWNER PRIOR TO OPENING ANY PLANTING PITS. 6.IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO VERIFY THAT EACH EXCAVATED TREE OR SHRUB PIT WILL PERCOLATE (DRAIN) PRIOR TO ADDING TOPSOIL AND INSTALLING TREES OR SHRUBS. THE CONTRACTOR SHALL FILL THE BOTTOM OF HOLES WITH SIX (6) INCHES OF WATER. THIS WATER SHOULD PERCOLATE WITHIN A TWENTY-FOUR (24) HOUR PERIOD. IF WATER DOESN'T PERC, CONTRACTOR SHALL NOTIFY THE OWNER'S REP PRIOR TO INSTALLING PLANTS. 7.SHOULD THE LANDSCAPE CONTRACTOR ENCOUNTER UNSATISFACTORY SURFACE OR SUBSURFACE DRAINAGE CONDITIONS, SOIL DEPTH, LATENT SOILS, HARD PANS, STEAM OR OTHER UTILITY LINES OR OTHER CONDITIONS THAT WILL JEOPARDIZE THE HEALTH AND VIGOR OF THE PLANTS, HE MUST ADVISE THE LANDSCAPE ARCHITECT IN WRITING OF THE CONDITIONS PRIOR TO INSTALLING THE PLANTS. OTHERWISE, THE LANDSCAPE CONTRACTOR WARRANTS THAT THE PLANTING AREAS ARE SUITABLE FOR PROPER GROWTH AND DEVELOPMENT OF THE PLANTS TO BE INSTALLED. 8.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING UP THE SITE AT THE COMPLETION OF THE PROJECT AND SHALL MAINTAIN THE SITE IN A REASONABLY NEAT AND CLEAN STATE THROUGHOUT THE INSTALLATION PROCESS. STREETS AND PAVED AREAS SHALL BE CLEANED REGULARLY TO REMOVE CONSTRUCTION MATERIALS AND OTHER DEBRIS RESULTING FROM WORK OF THE PROJECT. 9.REPLACEMENTS OF DEAD OR UNSATISFACTORY MATERIAL SHALL BE MADE AS SPECIFIED IN THE PLANT LIST. THE OWNER OR LANDSCAPE ARCHITECT SHALL INSPECT REPLACED PLANTS WHEN ALL REPLACEMENTS HAVE BEEN MADE. REPLACEMENTS ARE TO BE ALIVE AND IN A HEALTHY CONDITION WHEN THE REPLACEMENTS ARE COMPLETE. REPLACEMENTS ARE NOT SUBJECT TO AN ADDITIONAL GUARANTEE, BUT THE LANDSCAPE CONTRACTOR SHALL CONSULT WITH THE LANDSCAPE ARCHITECT ON REASON FOR PLANT DECLINE/DEATH AND HOW TO AVOID FUTURE INSTANCES. 10.SHOULD THE CONTRACTOR NOT MAKE REPLACEMENTS IN A SATISFACTORY AND TIMELY FASHION IN ACCORD WITH THE PLANTING NOTES, THE OWNER, AFTER PROPER NOTIFICATION TO THE CONTRACTOR MAY UTILIZE THE FUNDS OF THE RETAINAGE TO HAVE THE REPLACEMENTS MADE IN ACCORDANCE WITH THE SPECIFICATIONS BY ANOTHER CONTRACTOR. 11.NO EXCAVATION OR PLANTING PIT SHALL BE LEFT UNATTENDED OVERNIGHT. 12.PLANT MATERIAL QUANTITIES PROVIDED IN THE PLANT LIST ARE FOR REFERENCE ONLY AND THE CONTRACTOR IS RESPONSIBLE FOR THE ACTUAL PLANT MATERIAL COUNTS. DISCREPANCIES BETWEEN QUANTITIES SHOWN ON THE PLANTING PLAN AND THOSE IN THE PLANT LIST SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR CLARIFICATION. IF CLARIFICATION OF DISCREPANCIES FROM THE LANDSCAPE ARCHITECT IS NOT POSSIBLE, THEN QUANTITIES SHOWN ON THE PLANTING PLAN SHALL TAKE PRECEDENCE. 13.REMOVE BURLAP/STRAPPING AND WIRE BASKET FROM TOP 1/3 OF ROOT BALL ON TREES. 14.REMOVE PAPER, PLASTIC OR METAL AROUND ROOT BALLS OF SHRUBS. 15.DO NOT WRAP TREES. 16.WATER ALL PLANT MATERIAL IMMEDIATELY AFTER PLANTING. 17.TREE GUYING MATERIAL SHALL BE 'ARBOR-TIE' OR EQUIVALENT. 18.ALL PLANT BEDS TO BE MULCHED WITH 3" OF DOUBLE SHREADED HARDWOOD MULCH UNLESS OTHERWISE SPECIFIED. 19.ALL AREAS OF PLANTING, INCLUDING AREAS OF GRASS SEEDING AND SOD, SHALL BE GRADED TO PROVIDE POSITIVE DRAINAGE AND SHALL BE PROVIDED APPROPRIATE SOIL FOR THE PROPOSED PLANTINGS. 20.ALL EXISTING VEGETATION WITHIN AREAS TO BE PLANTED, SODDED AND/OR SEEDED SHALL BE REMOVED PRIOR TO PLANTING, SODDING, AND SEEDING. ALL AREAS INDICATED TO BE GRASS SEED SHALL BE SEEDED PER GRASSING SPECIFICATIONS FOR PERMANENT STABILIZATION. CO P Y R I G H T c S E A M O N , W H I T E S I D E & A S S O C I A T E S , I N C . TH I S D R A W I N G S H A L L N O T B E R E P R O D U C E D I N A N Y M A N N E R O R U S E D F O R A N Y P U R P O S E W I T H O U T W R I T T E N P E R M I S S I O N . 11/3/22 CL1326 10/28/2022DATE: 50 1 W A N D O P A R K B O U L E V A R D , S U I T E 2 0 0 | M O U N T P L E A S A N T , S C 2 9 4 6 4 | 5 0 8 R H E T T S T R E E T , S U I T E 1 0 1 | G R E E N V I L L E , S C 2 9 6 0 1 WI L M I N G T O N @ M A R K E T S T R E E T WI L M I N G T O N , N O R T H C A R O L I N A TI D A L W A V E A U T O S P A REVISION HISTORY DRAWN BY: CHECKED BY: SW+ PROJECT: MOUNT PLEASANT, SC 843.884.1667 GREENVILLE, SC 864.298.0534 WWW.SEAMONWHITESIDE.COM SUMMERVILLE, SC 843.972.0710 SPARTANBURG, SC 864.272.1272 CHARLOTTE, NC 980.312.5450 TNC DCJ LIC. NO. N O R T H C AROLI N A 2142 T A Y L O R NATHAN I E L C R ITCHER L A N D SCAPE A R C H I T ECTR E G I STERE D NO. C-2466 SEAMON, N O R T H C AROLIN A F O I WHITESIDE & ASSOCIATES, INC. T T IC C F A U T H O RIZATIONE R A E TREES CODE QTY BOTANICAL / COMMON NAME SIZE HEIGHT SPREAD SPACING REMARKS AMAR 29 Amelanchier arborea / Downy Serviceberry 2" CAL 8`-10`4`-6`AS SHOWN FWF, SP CEAT 1 Cedrus atlantica / Atlas Cedar 2" CAL 8-10`4`-6`AS SHOWN FWF, SP ILEC 2 Ilex x 'Conaf' / Oak Leaf™ Holly 2" CAL 8-10`4`-6`AS SHOWN FWF, SP QUSH 4 Quercus shumardii / Shumard Red Oak 2" CAL 8`-10`4`-6`AS SHOWN FWF, SP UNDERSTORY TREES CODE QTY BOTANICAL / COMMON NAME SIZE HEIGHT SPREAD SPACING REMARKS CORK 4 Cornus kousa / Kousa Dogwood 2" CAL 8-10`6`-8`AS SHOWN FWF, SP LAIN 6 Lagerstroemia x `Natchez` / Natchez Crape Myrtle 1.5" CAL 6`-8`4`-6`AS SHOWN MS, FWF, SP SHRUBS CODE QTY BOTANICAL / COMMON NAME SIZE HEIGHT SPREAD SPACING REMARKS CALA 33 Callicarpa americana / American Beautyberry 3 GAL 18"-24"18"-24"AS SHOWN FWF, SP DICP 43 Distylium x 'PIIDIST-III' / Coppertone™ Distylium 3 GAL 18"-24"18"-24"AS SHOWN FWF, SP ILCN 105 Ilex cornuta 'Needlepoint' / Needlepoint Chinese Holly 7 GAL 36"-48"36"-48"AS SHOWN FWF, SP LORC 107 Loropetalum chinense rubrum 'PIILC-I' / Crimson Fire™ Fringe Flower 3 GAL 18"-24"18"-24"AS SHOWN FWF, SP GRASSES CODE QTY BOTANICAL / COMMON NAME SIZE HEIGHT SPREAD SPACING REMARKS MUHC 28 Muhlenbergia capillaris / Pink Muhly Grass 3 GAL 18"-24"18"-24"AS SHOWN FWF, SP GROUND COVERS CODE QTY BOTANICAL / COMMON NAME SIZE HEIGHT SPREAD SPACING REMARKS LMBB 379 Liriope muscari `Big Blue` / Big Blue Lilyturf 4" POT 8"-12"8"-12"24"FWF, SP SOD/SEED CODE QTY BOTANICAL / COMMON NAME SIZE HEIGHT SPREAD SPACING REMARKS SOD2 33,002 sf Cynodon dactylon `TifTuf` / TifTuf Bermuda Grass SOD N/A N/A N/A SP PLANT SCHEDULE