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Home My WebLink AboutSW3210301_Plansheet Phase 2 G0.1 - Notes_20211118EROSION CONTROL LEGEND DESCRIPTION PLAN SYMBOL SILT FENCE CLEARING LIMITS CL LIMITS OF DISTURBANCE LOD SUBSURFACE DRAIN (AS SD(-] TREE PROTECTION �o-off TEMPORARY SEEDING T$ PERMANENT SEEDING P$ SODDING SO RIPRAP 0 OUTLET PROTECTION - RIP RAP SEDIMENT TRAP ROCK CHECK DAM ' ' OR STABILIZED CONSTRUCTION ENTRANCE STORM DRAIN INLET PROTECTION - TYPE A FILTER FABRIC STORM DRAIN INLET PROTECTION - TYPE E SURFACE COURSE CURB INLET FILTER C G OTHER UTILITIES LEGEND DESCRIPTION EXISTING NATURAL GAS U G G G v TELEPHONE 0 H T UNDERGROUND TELEPHONE U T L U T L ELECTRICITY OHP OHP UNDERGROUND ELECTRICITY UGP U G P DRAINAGE LEGEND DESCRIPTION EXISTING PROPOSED PIPE- - - - - - - DITCH ► - CURB INLET GRATE INLET E0 JUNCTION BOX O❑ OUTLET STRUCTURE ❑ ■ ABBREVIATIONS HDPE HIGH DENSITY POLYETHYLENE JB JUNCTION BOX SDMH STORM DRAINAGE MANHOLE BOT BOTTOM LF LINEAR FEET SF SQUARE FEET CI CURB INLET MAX MAXIMUM SS SANITARY SEWER CPP CORRUGATED PLASTIC PIPE MIN MINIMUM TC TOP OF CURB DIP DUCTILE IRON PIPE MH MANHOLE TG TOP OF GUTTER EL ELEVATION OC ON CENTER TP TOP OF PAVEMENT FG FINISH GRADE PC POINT OF CURVE TW TOP OF WALK FH FIRE HYDRANT PH POST HYDRANT TYP TYPICAL FM FORCE MAIN (SANITARY SEWER) PT POINT OF TANGENT W WATER FP FINISH PAD PVC POLYVINYL CHLORIDE W/ WITH FR FRAME RCP REINFORCED CONCRETE PIPE WV WATER VALVE GI GRATE INLET RJP RESTRAINED JOINT PIPE YI YARD INLET GV GATE VALVE R/W RIGHT-OF-WAY INV INVERT ELEVATION SD STORM DRAINAGE GENERAL NOTES I CONTRACTOR SHALL COORDINATE TIE-IN OF NEW WATER AND SEWER FACILITIES TO UNION COUNTY PUBLIC WORKS 2 SHOULD PIPE, FITTINGS, AND OTHER MATERIALS BE NEEDED IN ADDITION TO THAT SHOWN ON THE DRAWINGS BECAUSE PIPELINE WAS NOT INSTALLED TO THE ALIGNMENT AND PROFILE SHOWN, THEN THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THOSE NECESSARY MATERIALS AND PROVIDING THE EQUIPMENT AND LABOR TO INSTALL THEM TO MEET THE DESIGN INTENT OF THE WATERMAIN AT NO ADDITIONAL COST TO THE OWNER 3 THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER 48 HOURS IN ADVANCE OF ALL REQUIRED TESTS AND INSPECTIONS 4 THE CONTRACTOR WILL NOTIFY THE ENGINEER IF UNSUITABLE MATERIAL IS DISCOVERED PRIOR TO BEGINNING ANY REMOVAL OPERATION 5 ALL WATERMAINS SHALL BE POLYVINYL CHLORIDE (PVC C900) UNLESS OTHERWISE INDICATED 6 ALL GRAVITY SEWER MAIN SHALL BE POLYVINYL CHLORIDE (PVC SDR26) UNLESS OTHERWISE INDICATED 7 SURVEYING AND BOUNDARY INFORMATION BY METROLINA LAND SURVEYING, INC 8 ALL ELEVATIONS SHOWN ARE BASED ON NAVD88 9 HORIZONTAL DATUM BASED ON NC NAD83 STATE PLAN COORDINATES 10 LIDAR-TOPOGRAPHIC SURVEY BY GREENMAN-PEDERSON, INC II POTTER ROAD RIGHT-OF-WAY SURVEY PROVIDED BY THOMAS & HUTTON 12 CONTRACTOR IS TO VERIFY ACCURACY OF ANY TEMPORARY BENCHMARKS SHOWN PRIOR TO UTILIZING THEM FOR CONSTRUCTION 13 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 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 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 UTILITIES PRIOR TO BEGINNING NEW CONSTRUCTION 14 IF WORK IS SUSPENDED OR DELAYED FOR 14 DAYS, THE CONTRACTOR SHALL TEMPORARILY STABILIZE THE DISTURBED AREA AT NO ADDITIONAL COST TO THE OWNER 15 THE CONTRACTOR SHALL INSTALL ANY BARRICADES PRIOR TO BEGINNING CONSTRUCTION 16 THE CONTRACTOR SHALL INSTALL ALL EROSION CONTROL AND PREVENTION STRUCTURES SHOWN ON THE PLANS BOTH MUST BE APPROVED BY UNION COUNTY PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES 17 CONTRACTOR WILL BE REQUIRED TO ADJUST MANHOLE FRAMES TO MATCH FINAL GRADE AT NO ADDITIONAL COST 16 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 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 19 ALL TRAFFIC CONTROL SIGNS AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE MANUAL ON "UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" AND "NORTH CAROLINA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BOTH CURRENT EDITIONS 20 ALL DRAINAGE WILL BE MADE FUNCTIONAL DAILY AS WORK PROGRESSES 21 EACH EXISTING ROAD WILL BE CLEANED UP AND RESTORED DAILY 22 NEW PAVEMENT TO BE FLUSH WITH EDGE OF EXISTING PAVEMENT PREPARED FOR: KH WESLEY CHAPEL, LLC 8913 SILVER SPRINGS COURT CHARLOTTE, NC 28215 23 ALL STORM DRAIN PIPE INVERTS IN AND OUT ARE THE SAME AS THE BOX INVERT UNLESS OTHERWISE NOTED ON THE PLAN SHEETS AND/OR PROFILES 24 ALL SEWER VALVES SHALL COMPLY WITH UCPW STANDARDS AND SPECIFICATIONS 25 ALL WATER VALVES SHALL COMPLY WITH UCPW STANDARDS AND SPECIFICATIONS 26 STORMWATER SYSTEM CONSTRUCTION AND ALL BRICKWORK MUST MEET NCDOT SPECIFICATIONS 27 THE DESIGN OF THE PAVEMENT AND EARTHWORK MATERIALS, PROCEDURES AND METHODS SPECIFIED ARE BASED ON THE CRITERIA AND RECOMMENDATIONS ESTABLISHED IN THE GEOTECHNICAL INVESTIGATION REPORT PREPARED BY SUMMIT ENGINEERING. DATED MAY 17. 2019 GENERAL INFORMATION WATER LEGEND DESCRIPTION EXISTING PROPOSED WATER MAIN 10"W SINGLE SERVICE LATERAL - - - - - - - - - - DOUBLE SERVICE LATERAL -- >- - - - - - VALVE AND BOX e FIRE HYDRANT W/VALVE &BOX POST HYDRANT �CH I REDUCER ❑ BACKFLOW PREVENTOR CROSS TEE 900 BEND - HORIZONTAL 450 BEND - HORIZONTAL 22 Yz° BEND - HORIZONTAL IIY4° BEND - HORIZONTAL BEND - VERTICAL CAP ENGINEER: THOMAS & HUTTON 1020 EUCLID AVENUE CHARLOTTE, NC 28203 980-201-5505 SURVEYOR: METROLINA SURVEYORS 4400 N STUART ANDREW BLVD CHARLOTTE, NC 28217 704-334-1325 COUNTY: UNION UTILITY: UNION COUNTY PUBLIC WORKS TOWN: MONROE 500 N. MAIN STREET, SUITE 400 MONROE, NC 28112 ZONING: R-4 (CZ) 704-296-4210 SEWER LEGEND DESCRIPTION EXISTING PROPOSED GRAVITY PIPE SINGLE SERVICE LATERAL - DOUBLE SERVICE LATERAL MANHOLE O • CLEANOUT a' SH FORCEMAIN 10"FM 10"FM - - - - - 10"FM - - - - - 10"FM - VALVE AND BOX �1/j e FLUSH HYDRANT :c1 �I REDUCER ❑ 44 BACKFLOW PREVENTOR CROSS TEE 900 BEND - HORIZONTAL 450 BEND - HORIZONTAL / 22Y2 BEND - HORIZONTAL II Y4° BEND - HORIZONTAL BEND - VERTICAL PLUG \ CAP O zz N y =Q Q Ld 0 �E L a=_ U ID z U LL O i y H o tv ;mod w ,,. um w a 0 r m U) z 0 U) w fr 0 z L0 CD Lo Z L p O Q O N � o U � 00 O O ' Q N � 04 0 `2 1 T� i � N U oz 0w E CV O O 7- 3 0 3 U U J CV w U Q w CL z Q = O > z Z U 0 0 U 0 J z z W0 3: w J (j) Z C!) w W w 3 � i Y JOB NO: DATE: DRAWN: J-27842 0002 09/16/21 KSC DESIGNED: DAC REVIEWED: MSK APPROVED: MSK SCALE: NTS I�G 0 .1 1