SW3220305_Plansheet - Notes_20220325

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UTILITY LINE DESIGNATIONS
SITE AND SURVEY
CONTROL SYMBOLS
SOIL BORINGS
GENERAL NOTES
Brown AND
EXISTING
1.
GEOTECHNICAL INFORMATION USED IN THE PREPARATION OF DRAWINGS AND SPECIFICATIONS IS
1.
DRAWING NUMBERING LEGEND FOR CIVIL DRAWINGS IS BELOW. FOR SERIES WITH AN 'X,' SEE THE
Caldwell
BASED UPON TWO DIFFERENT EXPLORATIONS AND TESTS OF SUBSURFACE CONDITIONS AT THE SITE BY
RESPECTIVE OVERALL KEYPLAN SHEET FOR LEGEND.
PIPE LESS THAN 12" IN DIAMETER
RIGHT-OF-WAY
S&ME.
C-000-10X - EXISTING SITE CONDITIONS
CD-000-1 OX - SITE DEMOLITION
ENVIRONMENTAL ENGINEERING AND CONSULTING
PIPE 12" IN DIAMETER OR LARGER
PROPERTY LINE
2.
THE FIRST EXPLORATIONS ARE INCLUDED IN A REPORT DATED OCTOBER 14, 2020 ENTITLED
C-000-20X - PAVING AND STRUCTURES
309 East Morehead Street, Suite 160, Charlotte, NC 28202
"GEOTECHNICAL ENGINEERING REPORT, ROCKY RIVER REGIONAL WWTP EQ TANKS, REVISION NO. 1."
C-000-30X - GRADING AND DRAINAGE
[phone]
North Carolina Board of Examiners for Engineers and
FIBER OPTIC
- - - - - - - - - - - - - - - -
PRIVATE EASEMENT LINE
THESE BORES ARE DELINEATED ON THE PLANS AS "® BORE A-XX."
C-000-40X - YARD PIPING
Surveyors License No. F-0785
C-000-50X - YARD PIPING PROFILES
FORCE MAIN
WOODS (TREE) LINE
3.
THE SECOND EXPLORATIONS ARE INCLUDED IN A REPORT DATED SEPTEMBER 9, 2021 ENTITLED
C-000-60X - EROSION & SEDIMENTATION CONTROL
"GEOTECHNICAL ENGINEERING REPORT, ROCKY RIVER REGIONAL WASTEWATER TREATMENT PLANT
C-000-61X - EROSION & SEDIMENTATION CONTROL NOTES AND DETAILS
GAS
- -
STREAM CHANNEL
(RRRWWTP)." THESE BORES ARE DELINEATED ON THE PLANS AS'BORE B-XX."
C-000-80X - STANDARD DETAILS
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ss ss
ss- SANITARY SEWER
EDGE OF ROADWAY / DRIVE
4.
THE REPORTS CONTAIN TECHNICAL DATA UPON WHICH THE DESIGN -BUILDER MAY RELY. BORE
2.
THE CONTOUR INTERVAL ON ALL SHEETS IS ONE FOOT.
LOCATIONS SHOWN ON THE PLANS ARE GENERAL IN NATURE. ACTUAL LOCATIONS, IF NEEDED, SHOULD
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FENCE (WIRE)
BE COORDINATED WITH S&ME.
3.
DESIGN -BUILDER SHALL RECONSTRUCT ALL LAND DISTURBED BY CONSTRUCTION ACTIVITIES TO ITS
ORIGINAL GRADE AND LOCATION UNLESS NOTED OTHERWISE.
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FEMA 100-YR FLOODPLAIN
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4.
EXISTING PIPING IS DESIGNATED BY SERVICE WITHOUT IMPLICATION AS TO PIPING MATERIAL. EXISTING
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DITCH CENTERLINE
PIPING MATERIAL, IF KNOWN, IS INDICATED SEPARATELY, AND MAY NOT BE THE SAME MATERIAL AS
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w WATER
SPECIFIED FOR NEW PIPING FOR THE SAME SERVICE.
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5.
SEE PIPING SPECIFICATIONS (PIPE SPECS) FOR PIPING SYSTEM REQUIREMENTS.
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6.
THE UNDERGROUND UTILITIES HAVE NOT BEEN PHYSICALLY LOCATED. THE UNDERGROUND UTILITIES
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SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE
UNDERGROUND UTILITIES LOCATION, SIZE, AND ELEVATION ARE APPROXIMATE, AND ARE INTENDED TO
03/22/22 4:06 PM
INDICATE THE EXISTENCE OF SUCH UTILITIES IN THE AREAS SHOWN. BEFORE PROCEEDING WITH THE
PROPOSED
WORK, THE DESIGN -BUILDER SHALL VERIFY UTILITY LOCATIONS AND NOTIFY THE DESIGN -ENGINEER IN
0
BENCH MARK
WRITING OF ANY DISCREPANCIES.
PIPE LESS THAN 12" IN DIAMETER
•
BOLLARD
PROJECT INFORMATION
7.
CONTINUITY OF SERVICE FOR ALL UTILITIES SHALL BE MAINTAINED DURING CONSTRUCTION.
PIPE 12" IN DIAMETER OR LARGER
O
CLEANOUT
8.
UTILITIES DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AT NO COST TO THE OWNER.
®
CURB INLET
1.
SEE DRAWING C-000-611 FOR ADDITIONAL PROJECT INFORMATION AND EROSION AND SEDIMENTATION
CONTROL NARRATIVE.
®
DROP INLET
2,
E TOT DIST ED A FOR E PR CT IS 88 AC S.
ELECTRICAL MANHOLE
3.
A WATERS OF THE U.S. ASSESSMENT REPORT WAS COMPLETED FOR THE RRRWWTP AND NO
FINAL DRAWINGS - FOR REVIEW
0
ELECTRICAL BOX
JURISDICTIONAL WATERS OF THE U.S. OR NON -JURISDICTIONAL WETLANDS WERE IDENTIFIED WITHIN
PURPOSES ONLY - NOT
THE PROPERTY BOUNDARY. THE FINDINGS OF THE ASSESSMENT ARE DETAILED IN A REPORT COMPILED
RELEASED FOR CONSTRUCTION
BY S&ME DATED JULY 20, 2021.
❑
ELECTRICAL PEDESTAL
4.
ALL PROJECT WORK IS LOCATED WITHIN THE RRRWWTP PARCEL BOUNDARY DESCRIBED BY DEED BOOK
FIRE HYDRANT
1 51 PAGE 213. CA ARRUS COUNTY PARCEL NUMBER IS 5547 6454800 0.
FLARED END SECTION
5.
FLOOD AREAS WITHIN THE SITE ARE IDENTIFIED FROM FEMA FLOOD INSURANCE RATE MAP, NORTH
WSACC
o
FLAG POLE
CAROLINA, PANEL 3710554700K, REVISED NOVEMBER 16, 2018.
❑
JUNCTION BOX
6.
EXISTING CONDITIONS AND TOPOGRAPHIC INFORMATION WAS COMPILED FROM A PHOTOGRAMMETRIC
EROSION &SEDIMENTATION
CONTROL
SURVEY COMPLETED BY AVIOIMAGE DATED JULY 27, 2021.
DESIGNATIONS
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LAMP POST
7.
ELEVATIONS SHOWN REFER TO LOCAL PLANT DATUM.
LYSIMETER
7.1. THE PLANT DATUM IS 0.64 FEET HIGHER THAN THE NATIONAL GEODETIC VERTICAL DATUM, 1929
(NGVD 29)
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MANHOLE
7.2. THE PLANT DATUM IS 1.46 FEET HIGHER THAN THE NORTH AMERICAN VERTICAL DATUM, 1988
(NAND 88).
ROCKY RIVER
LOD LOD
LIMITS OF DISTURBANCE (LOD)
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PIEZOMETER
8.
COORDINATES SHOWN REFER TO LOCAL PLANT DATUM. THE DATA IS SCALED FROM NCGS MONUMENT
REGIONAL
SILT FENCE
"WSAAC" USING A COMBINED GRID FACTOR OF 0.99985065 AND A NORTHING SHIFT OF +1.620' AND A
•
FASTING SHIFT OF-0.8000'.
WASTEWATER
TD ­4 TD ,W
TD - DIVERSION DITCH
SHRUB/TREE
8.1. THE GRID COORDINATES NAD83(2011) OF NCGS WSACC ARE:
8.1.1. NORTH = 578,045.171
TREATMENT PLANT
®
SOIL BORING LOCATION
8.1.2. EAST = 1,540,108.711
"WSACC"
PHASE 3 EXPANSION
8.2. THE PLANT COORDINATES OF NCGS ARE:
® x
VALVE
8.2.1. NORTH = 578,046.791
8.2.2. EAST = 1,540,107.911
REVISIONS
SILT FILTER BAG
YARD HYDRANT
REV
DATE
DESCRIPTION
SILT FENCE OUTLET
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PROPOSED GRAVEL ROAD
G�
WATTLE
PROPOSED ASPHALT ROAD
0DROP
INLET PROTECTION
F■
CATCH BASIN INLET PROTECTION
e
PROPOSED CONCRETE SIDEWALK
°�O
ROCK INLET PROTECTION
UTILITY TO BE DEMOLISHED
LINE IS 2 INCHES
0
AT FULL SIZE
ROAD TO BE DEMOLISHED
DESIGNED: D. WRIGHT
SOIL STOCKPILE
DRAWN: R. JAMES
-----------------------
PAVEMENT TO BE DEMOLISHED FOR
CHECKED: K. DEVENDORF
7 DAY SOIL STABILIZATION AREA
=______________________
UTILITY INSTALLATION
CHECKED: D. VARJABEDIAN
APPROVED: K. DEVENDORF
FILENAME
154689-C-000-001. DWG
BC PROJECT NUMBER
156673
CLIENT PROJECT NUMBER
CIVIL
SYMBOLS,
ABBREVIATIONS
AND NOTES
DRAWING NUMBER
C-000-001
Xx SHEET NUMBER
____
OF
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