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Home My WebLink AboutSW3240704_Plansheet - Notes_20240805 GENERAL NOTES EROSION CONTROL LEGEND P DESCRIPTION PLAN SYMBOL I. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER 48 HOURS IN ADVANCE OF ALL REQUIRED TESTS AND INSPECTIONS. 3 SILT FENCE 2. THE CONTRACTOR WILL NOTIFY THE ENGINEER IF UNSUITABLE MATERIAL IS DISCOVERED PRIOR TO BEGINNING ANY REMOVAL OPERATION. CLEARING LIMITS CL 3. SURVEYING AND BOUNDARY INFORMATION BY ACRO DEVELOPMENT SERVICES PLLC DATED I0-I2-23. a LIMITS OF DISTURBANCE LOD 4. ALL ELEVATIONS SHOWN ARE BASED ON NAVD88. 5. HORIZONTAL DATUM BASED ON NC NAD83 STATE PLAN COORDINATES. SUBSURFACE DRAIN SSD 6. LIDAR-TOPOGRAPHIC SURVEY BY ACRO DEVELOPMENT SERVICES PLLC DATED I0-I2-23. z 7. CONTRACTOR IS TO VERIFY ACCURACY OF ANY TEMPORARY BENCHMARKS SHOWN PRIOR TO UTILIZING THEM z a FOR CONSTRUCTION. TREE PROTECTION �o—off 8. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES OTHER 3 THAN THOSE SHOWN ARE ENCOUNTERED DURING CONSTRUCTION , THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY AND TAKE STEPS TO PROTECT THE LINE(S) AND ENSURE CONTINUED SERVICE. z TEMPORARY SEEDING TS DAMAGE CAUSED TO EXISTING UTILITIES BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR. ADDITIONALLY, THE CONTRACTOR SHALL CONFIRM THE CONNECTION POINTS OF NEW UTILITIES TO EXISTING z UTILITIES PRIOR TO BEGINNING NEW CONSTRUCTION. z 9. IF WORK IS SUSPENDED OR DELAYED FOR 14 DAYS, THE CONTRACTOR SHALL TEMPORARILY STABILIZE THE PERMANENT SEEDING P$ DISTURBED AREA AT NO ADDITIONAL COST TO THE OWNER. 10. THE CONTRACTOR SHALL INSTALL ANY BARRICADES PRIOR TO BEGINNING CONSTRUCTION II. THE CONTRACTOR SHALL INSTALL ALL EROSION CONTROL AND PREVENTION STRUCTURES SHOWN ON THE SODDING SO PLANS. BOTH MUST BE APPROVED BY THE TOWN OF WEDDINGTON PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES. 12. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CONSTRUCTED SIMULTANEOUSLY WITH THE DISTURBANCE OF THE LAND AND SHALL REMAIN FUNCTIONAL UNTIL THE CONTRIBUTING DISTURBED AREAS RIPRAP ARE STABILIZED. SILT BARRIERS WILL BE INSTALLED AS NECESSARY TO PREVENT EXCESSIVE SEDIMENTATION OF DOWNSTREAM AREAS. DEVICES SHALL BE IN ACCORDANCE WITH THE NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. 13. ALL TRAFFIC CONTROL SIGNS AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MANUAL ON OUTLET PROTECTION - RIP RAP "UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" AND "NORTH CAROLINA MANUAL ON 10 UNIFORM TRAFFIC CONTROL DEVICES" BOTH CURRENT EDITIONS. 14. ALL DRAINAGE WILL BE MADE FUNCTIONAL DAILY AS WORK PROGRESSES. SEDIMENT TRAP 15. EACH EXISTING ROAD WILL BE CLEANED UP AND RESTORED DAILY. 16. NEW PAVEMENT TO BE FLUSH WITH EDGE OF EXISTING PAVEMENT. 17. ALL STORM DRAIN PIPE INVERTS IN AND OUT ARE THE SAME AS THE BOX INVERT UNLESS OTHERWISE ROCK CHECK DAM ' ' OR NOTED ON THE PLAN SHEETS AND/OR PROFILES. 24. STORMWATER SYSTEM CONSTRUCTION AND ALL BRICKWORK MUST MEET NCDOT SPECIFICATIONS. STABILIZED CONSTRUCTION ENTRANCE 27. STORMWATER AND ROADWAY CONSTRUCTION MUST MEET NCDOT SPECIFICATION STORM DRAIN INLET PROTECTION - TYPE A FILTER FABRIC A NO. REVISIONS BY DATE STORM DRAIN INLET PROTECTION - TYPE E ``` tjjj1ii ,i SURFACE COURSE CURB INLET FILTER E ```��`O�(\A AR0��i,�� ```��N �AR� GENERAL INFORMATION Q��F E S/ON4C q �i ��O� T H 0 M A S ENGINEER: THOMAS 8c HUTTON SURVEYOR: ACRO DEVELOPMENT SERVICES, PLLC. = & HUTTON DRAINAGE LEGEND 1020 EUCLID AVENUE 601 CEDAR ST. #101, = 050698 = = : ENGINEERING CHARLOTTE, NC 28203 CHARLOTTE, NC 28202 co DESCRIPTION EXISTING PROPOSED PREPARED FOR: 980-201-5528 980-224-8518 = F No F-0871 ::o '- .FjVGINEEFi. .� %.•' �\�p```�. OTHER UTILITIES LEGEND _. ._ COUNTY: UNION UTILITY: UNION COUNTY PUBLIC WORKS ''�,gTNgN WR�G�.�`� '�'� 111 1111110 0`��`` PIPE ENCOMPASS BUILDING TOWN: WEDDINGTON 500 N. MAIN STREET, SUITE 400 MONRODESCRIPTION EXISTING DITCH - - - 704-29 , 4 28112 1016 WAXHAW/INDIAN TRAIL RD. ZONING: R-40 704-296-4210 NATURAL GAS ❑G ❑G CURB INLET � � INDIAN TRAIL, NC 28104 OWNER: ENCOMPASS BUILDING GROUP TELEPHONE OHT OHT ® INDIAN1016 TRAIL, NC D1AN 28079AIL RD. THOMAS GRATE INLET 843-540-3025 & UNDERGROUND TELEPHONE U T L U T L JUNCTION BOX � o H U T T O N ELECTRICITY O H P O H P UNDERGROUND ELECTRICITY U G P U G P OUTLET STRUCTURE ■ 1020 Euclid Avenue Charlotte,NC 28203 C 980.201.5505 www.thomasandhutton.com ABBREVIATIONS WATER LEGEND SEWER LEGEND HDPE HIGH DENSITY POLYETHYLENE JB JUNCTION BOX SDMH STORM DRAINAGE GENERAL NOTES MANHOLE DESCRIPTION EXISTING PROPOSED DESCRIPTION EXISTING PROPOSED BOT BOTTOM LF LINEAR FEET SF SQUARE FEET WATER MAIN I0"W 1011W GRAVITY PIPE SS Cl CURB INLET MAX MAXIMUM SS SANITARY SEWER SINGLE SERVICE LATERAL — — — — — — — — — — SINGLE SERVICE LATERAL CPP CORRUGATED PLASTIC PIPE MIN MINIMUM TC TOP OF CURB DIP DUCTILE IRON PIPE MH MANHOLE TG TOP OF GUTTER HIDDEN ESTATES DOUBLE SERVICE LATERAL >— >— — — — — — DOUBLE SERVICE LATERAL EL ELEVATION OC ON CENTER TIP TOP OF PAVEMENT FG FINISH GRADE PC POINT OF CURVE TW TOP OF WALK VALVE AND BOX e MANHOLE 0 • FH FIRE HYDRANT PH POST HYDRANT TYP TYPICAL PROJECT LOCATION: FM FORCE MAIN (SANITARY SEWER) PT POINT OF TANGENT W WATER CLEANOUT a S WEDDINGTON, NC FIRE HYDRANT W/VALVE a BOX FP FINISH PAD PVC POLYVINYL CHLORIDE W/ WITH FIR FRAME RCP REINFORCED CONCRETE PIPE WV WATER VALVE POST HYDRANT FORCEMAIN 10"FM 10"FM ————— 10"FM ————— 10"FM - CLIENT/OWNER: GI GRATE INLET RJP RESTRAINED JOINT PIPE YI YARD INLET ENCOMPASS BUILDING GROUP GV GATE VALVE R/W RIGHT-OF-WAY REDUCER ❑ VALVE AND BOX e I0I6 WAXHAW/INDIAN TRAIL RD. INDIAN TRAIL, NC 28104 INV INVERT ELEVATION SD STORM DRAINAGE BACKFLOW PREVENTOR FLUSH HYDRANT 843-540-3025 i CROSS REDUCER ❑ TEE I—I BACKFLOW PREVENTOR 900 BEND - HORIZONTAL —� CROSS o 5 TEE 450 BEND - HORIZONTAL / � 22 Yi BEND - HORIZONTAL / 900 BEND - HORIZONTAL —� GRAPHIC SCALE: I INCH = I FEET IIY4° BEND - HORIZONTAL 450 BEND - HORIZONTAL BEND - VERTICAL 22Y BEND - HORIZONTAL DATUM: HORIZ.: NC83F VERT.: NC83F CAP IIY4° BEND - HORIZONTAL I � � JOB NO: 29589.0000 BEND - VERTICAL DATE: 3/I4/24 DRAWN: KSC PLUG \ CAP I DESIGNED: KSC REVIEWED: MSK GOol APPROVED: NEW SCALE: I" = I'