HomeMy WebLinkAboutSW3240704_Plansheet - Notes_20241029 Docusign Envelope ID:CO2793E2-4D8F-428C-BD4D-850E67A6B587
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m GENERAL NOTES
10 EROSION CONTROL LEGEND
DESCRIPTION PLAN SYMBOL I. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER 48 HOURS IN ADVANCE OF ALL REQUIRED
TESTS AND INSPECTIONS.
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SILT FENCE 2. THE CONTRACTOR WILL NOTIFY THE ENGINEER IF UNSUITABLE MATERIAL IS DISCOVERED PRIOR TO
BEGINNING ANY REMOVAL OPERATION.
a CLEARING LIMITS CL 3. SURVEYING AND BOUNDARY INFORMATION BY ACRO DEVELOPMENT SERVICES PLLC DATED 10-12-23.
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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 10-12-23.
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7. CONTRACTOR IS TO VERIFY ACCURACY OF ANY TEMPORARY BENCHMARKS SHOWN PRIOR TO UTILIZING THEM
FOR CONSTRUCTION.
TREE PROTECTION o 0
�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.
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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
UTILITIES PRIOR TO BEGINNING NEW CONSTRUCTION.
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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.
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10. THE CONTRACTOR SHALL INSTALL ANY BARRICADES PRIOR TO BEGINNING CONSTRUCTION
N 11. THE CONTRACTOR SHALL INSTALL ALL EROSION CONTROL AND PREVENTION STRUCTURES SHOWN ON THE
SODDING 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
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 E �,�� ��i,,
SURFACE COURSE CURB INLET FILTER ��` `H11 fRO �%
�� C A ��i ,�,,,u a uUH,,
GENERAL INFORMATION � <%�',, .�`��` �NCARO ��''4
V o4' THOMAS 9
ENGINEER: THOMAS & HUTTON SURVEYOR: ACRO DEVELOPMENT SERVICES, PLLC. = E�CQ41EA 4t?7403... - _ ENGINEERING
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DRAINAGE LEGEND 1020 EUCLID AVENUE 601 CEDAR ST. #101, _ 050698
CHARLOTTE, NC 28203 CHARLOTTE, NC 28202 _ 10/28/2024 - �', co a
No. F-0871 o
980-201-5528 980-224-8518 ,�: ., Q�
DESCRIPTION EXISTING PROPOSED PREPARED FOR: ''',, �.q F!�GINEER �� %��'�"'..........OjNO`�`����`�
OTHER UTILITIES LEGEND PIPE - ' - ' - ' - ' - ' - ' - ENCOMPASS BUILDING GROUP COUNTY: UNION UTILITY: UNION COUNTY PUBLIC WORKS0; ;;,,,,��`��
TOWN: WEDDINGTON 500 N. MAIN STREET, SUITE 400
� - - - MONROE, NC 28112
DESCRIPTION EXISTING DITCH
1016 WAXHAWANDIAN TRAIL RD. ZONING: R-40 704-296-4210
NATURAL GAS UGG UGG CURB INLET INDIAN TRAIL, NC 28104 OWNER: ENCOMPASS BUILDING GROUP
TELEPHONE OHT OHT ® 1016 INDIANATRAIL, NC D128079AIL RD. THOMAS
GRATE INLET
843-540-3025 &
UNDERGROUND TELEPHONE U T G U T G
JUNCTION BOX � o H U T T O N
ELECTRICITY O H P O H P
UNDERGROUND ELECTRICITY UGP UGP OUTLET STRUCTURE ❑ ■ 1020 Euclid Avenue
Charlotte,NC 28203 980.201.5505
www.thomasandhutton.com
ABBREVIATIONS WATER LEGEND SEWER LEGEND
HDPE HIGH DENSITY POLYETHYLENE JB JUNCTION BOX SDMH STORM DRAINAGE DESCRIPTION EXISTING PROPOSED DESCRIPTION EXISTING PROPOSED GENERAL NOTES
MANHOLE
BOT BOTTOM LF LINEAR FEET SF SQUARE FEET WATER MAIN 0"W 1011W GRAVITY PIPE
SS
CI 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 TP TOP of PAVEMENT
FG FINISH GRADE PC POINT of CURVE TW TOP of WALK VALVE AND BOX e MANHOLE O •
FH FIRE HYDRANT PH POST HYDRANT TYP TYPICAL PROJECT LOCATION:
FM FORCE MAIN (SANITARY SEWER) PT POINT of TANGENT W WATER WEDDINGTON, NC CLEANOUT a
FIRE HYDRANT W/VALVE & BOX
FP FINISH PAD PVC POLYVINYL CHLORIDE W/ WITH
FIR FRAME RCP REINFORCED CONCRETE PIPE WV WATER VALVE POST HYDRANT O 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 1016 WAXHAW/INDIAN TRAIL RD.
INDIAN TRAIL, NC 28104
INV INVERT ELEVATION SO STORM DRAINAGE BACKFLOW PREVENTOR FLUSH HYDRANT 843-540-3025
CROSS REDUCER ❑ da
TEE I—I BACKFLOW PREVENTOR
90° BEND - HORIZONTAL —� CROSS
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TEE
45° BEND - HORIZONTAL /
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22Y2° BEND - HORIZONTAL / 90° BEND - HORIZONTAL —� GRAPHIC SCALE:
I INCH = IFEET
II Ac BEND - HORIZONTAL 45° BEND - HORIZONTAL /
BEND - VERTICAL 22 Y2° BEND - HORIZONTAL /
DATUM: HORIZ.: NC83F VERT.: NC83F
CAP � IIYa° BEND - HORIZONTAL I � �
JOB NO: 29589.0000
BEND - VERTICAL DATE: 10/14/24
DRAWN: KSC
PLUG \ CAP I DESIGNED: KSC
REVIEWED: MSK GO . 1
APPROVED: NEW
SCALE: I" = I'