SW3210801_Plansheet G0.1 - Notes_20211124

ABBREVIATIONS
DBL
DOUBLE
FM
FORCE MAIN (SANITARY SEWER)
PC
POINT OF CURVE
TIC
TOP OF CURB
BOT
BOTTOM
FP
FINISH PAD
PH
POST HYDRANT
TH
THROAT ELEVATION
CB
CATCH BASIN
FIR
FRAME
PT
POINT OF TANGENT
TG
TOP OF GUTTER
CI
CURB INLET
GI
GRATE INLET
PVC
POLYVINYL CHLORIDE
TP
TOP OF PAVEMENT
CO
CLEAN OUT
GV
GATE VALVE
RCP
REINFORCED CONCRETE PIPE
TW
TOP OF WALK
CPP
CORRUGATED PLASTIC PIPE
HDPE
HIGH DENSITY POLYETHYLENE
RC
ROLL CURB INLET
TYP
TYPICAL
DBL
DOUBLE
HI
HOODED INLET
RCP
REINFORCED CONCRETE PIPE
VI
VALLEY INLET
DI
DITCH INLET
INV
INVERT ELEVATION
RI
ROOF INLET
W
WATER
DIP
DUCTILE IRON PIPE
JIB
JUNCTION BOX
RJP
RESTRAINED JOINT PIPE
W/
WITH
EL
ELEVATION
LF
LINEAR FEET
R/W
RIGHT-OF-WAY
WV
WATER VALVE
ES
END SECTION
MAX
MAXIMUM
SO
STORM DRAINAGE
YI
YARD INLET
FES
FLARED END SECTION
MIN
MINIMUM
SDMH
STORM DRAINAGE MANHOLE
YI
YARD INLET
FG
FINISH GRADE
MH
MANHOLE
SF
SQUARE FEET
FH
FIRE HYDRANT
OC
ON CENTER
SS
SANITARY SEWER
DRAINAGE
LEGEND
DESCRIPTION
EXISTING
PROPOSED
PIPE
- - -
- -
- -
DITCH
CURB INLET (CI)
CATCH BASIN (CB)
12
CURB INLET - RIGHT (CI) OR
CATCH BASIN -RIGHT (CB)
Q� OR
OR
CURB INLET - LEFT (CI) OR
CATCH BASIN -LEFT (CB)
OR
OR
CURB INLET - BOTH (CI) )
CATCH BASIN -LEFT (CB)
OR
�
OR
CONTROL STRUCTURE (CS)
❑
■
DITCH INLET (DI)
a
GRATE INLET (GI)
HOODED INLET (HI)
lid OR
;III;
a
OR
JUNCTION BOX (JB)
a
MANHOLE (SDMH)
OQ
O
ROLL CURB INLET (RC)
IIIII
IIIII
ROOF INLET (RI)
YARD INLET (YI)
a
F
FLARED END SECTION (FES)
WATER LEGEND
DESCRIPTION
EXISTING
PROPOSED
WATER MAIN
o"W
1011W
SINGLE SERVICE LATERAL
- -
- - - - - - - - - -
DOUBLE SERVICE LATERAL
>- - - - - -
VALVE AND BOX
e
FIRE HYDRANT W/VALVE & BOX
POST HYDRANT
/0-I
I
REDUCER
❑
■
BACKFLOW PREVENTOR
CROSS
-
TEE
900 BEND - HORIZONTAL
450 BEND - HORIZONTAL
22 i'z BEND - HORIZONTAL
11440 BEND - HORIZONTAL
BEND - VERTICAL
CAP
1
SEWER LEGEND
DESCRIPTION
EXISTING
PROPOSED
GRAVITY PIPE
SINGLE SERVICE LATERAL
DOUBLE SERVICE LATERAL
MANHOLE
•
CLEANOUT
a
FORCEMAIN
- - - 10"FM - - - - - 10"FM -
- - - - - 10"FM - - - - - 10"FM -
VALVE AND BOX
e
FLUSH HYDRANTI
REDUCER
❑
BACKFLOW PREVENTOR
CROSS
TEE
900 BEND - HORIZONTAL
450 BEND - HORIZONTAL
22 ho BEND - HORIZONTAL
IIi&° BEND - HORIZONTAL
I
BEND - VERTICAL
PLUG \ CAP
EX1.I,C1.0,C1.6,C2.0,EC1.0,EC2.0,C3.0
r
■
--
21
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C2.5,EC1.5,EC2.5,,
1.4,C2.4,EC1.4,EC2.4,c3.4�
C1.5
I
/
/ / I
I
OTHER
UTILITIES
LEGEND
DESCRIPTION
EXISTING
NATURAL GAS
UGG
- UGG -
TELEPHONE
O H T
O H T
UNDERGROUND TELEPHONE
UTL
UTL
ELECTRICITY
O H P
O H P
UNDERGROUND ELECTRICITY
UGP
UGP -
I CONTRACTOR SHALL COORDINATE TIE-IN OF NEW WATER AND SEWER FACILITIES WITH SALISBURY-ROWAN
UTILITIES (SRU)
2 THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER 48 HOURS IN ADVANCE OF ALL REQUIRED
TESTS AND INSPECTIONS
3 SURVEYING AND BOUNDARY INFORMATION BY THOMAS a HUTTON
4 ALL ELEVATIONS SHOWN ARE BASED ON NAVD88 VERTICAL DATUM
5 TOPOGRAPHIC SURVEY BY THOMAS a HUTTON
6 CONTRACTOR IS TO VERIFY ACCURACY OF ANY TEMPORARY BENCHMARKS SHOWN PRIOR TO UTILIZING THEM
FOR CONSTRUCTION
7 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
8 IF WORK IS SUSPENDED OR DELAYED FOR 14 DAYS, THE CONTRACTOR SHALL TEMPORARILY STABILIZE THE
DISTURBED AREA AT NO ADDITIONAL COST TO THE OWNER
9 THE CONTRACTOR SHALL INSTALL ANY BARRICADES PRIOR TO BEGINNING CONSTRUCTION
10 THE CONTRACTOR SHALL INSTALL ALL EROSION CONTROL AND PREVENTION STRUCTURES SHOWN ON THE
PLANS BOTH MUST BE APPROVED BY ROWAN COUNTY PRIOR TO BEGINNING ANY LAND DISTURBING
ACTIVITIES
II CONTRACTOR SHALL ADJUST EXISTING AND PROPOSED MANHOLE FRAMES, VALVE BOXES, FIRE HYDRANTS,
ETC TO MATCH FINAL GRADE AT NO ADDITIONAL COST
12 ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CONSTRUCTED BEFORE THE DISTURBANCE OF
THE LAND AND SHALL REMAIN FUNCTIONAL UNTIL THE CONTRIBUTING DISTURBED AREAS ARE STABILIZED
CALL FOR INSPECTION AFTER INSTALLATION OF INITIAL EROSION CONTROL DEVICES A 'PASSED' INITIAL
INSPECTION WILL GRANT APPROVAL FOR MASS GRADING SILT BARRIERS WILL BE INSTALLED AS SHOWN TO
PREVENT SEDIMENTATION OF DOWNSTREAM AREAS CONTRACTOR SHALL GRADE AREAS TO DRAIN FOR
POSITIVE FLOW PRIOR TO FINAL APPROVAL
13 ALL DRAINAGE WILL BE MADE FUNCTIONAL DAILY AS WORK PROGRESSES
14 EACH EXISTING ROAD WILL BE CLEANED UP AND RESTORED DAILY
15 NEW PAVEMENT TO BE FLUSH WITH EDGE OF EXISTING PAVEMENT
16 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
17 THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS, FIRE DEPT
CONNECTION POINTS, OR OTHER WATER -USING APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN
ANY WATER METER AND ITS BACKFLOW PREVENTER
18 ALL WATER AND SANITARY SEWER SYSTEMS TO BE DONATED TO SRU (SALISBURY-ROWAN UTILITIES) SHALL
CONFORM TO SRU'S STANDARDS AND SPECIFICATIONS
19 ALL PRIVATE WATER SYSTEMS SHALL MEET NORTH CAROLINA PLUMBING CODE REQUIREMENTS
20 CONTRACTOR SHALL REFER TO THE GEOTECHNICAL ENGINEERING REPORT PREPARED BY TERRACON, DATED
APRIL 2021, TERRACON ID# 71215021
21 APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES WHEN FIELD
CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY
OWNERS
GENERAL NOTES
22 ALL TRAFFIC CONTROL SIGNS AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE "MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS" (MUTCD) AND PER N C D 0 T
23 ALL DRAINAGE WILL BE MADE FUNCTIONAL DAILY AS WORK PROGRESSES
24 EACH EXISTING ROAD WILL BE SWEPT, CLEANED, AND RESTORED DAILY
25 NEW PAVEMENT TO BE FLUSH WITH EDGE OF EXISTING PAVEMENT
26 "LOD" (LIMITS OF DISTURBANCE) LINEWORK IS SHOWN OFFSET FROM THE SILT FENCE LINEWORK FOR
CLARITY IN THE DRAWINGS THE ACTUAL LIMITS OF DISTURBANCE AND IT'S CALCULATED ACREAGE SHOULD
GENERALLY FOLLOW THE SILT FENCE LINEWORK IN AREAS WHERE SILT FENCE MAY NOT BE REQUIRED
THEN THE LIMITS OF DISTURBANCE LINEWORK SHOULD BE USED
27 ALL SILT FENCE POSTS, CONSTRUCTION STAKES, EXPOSED STRUCTURAL REBAR, REBAR STAKES, ETC
SHALL INCORPORATE PROTECTIVE SAFETY POST CAPS TO PREVENT PERSONAL INJURY FROM THE ENDS OF
THE EXPOSED POSTS, STAKES, REBAR, ETC MAINTAIN AND REPLACE POST SAFETY CAPS AS NEEDED
THROUGHOUT CONSTRUCTION
28 CONTRACTOR SHALL COORDINATE WITH THE GEOTECHNICAL ENGINEER FOR ALL FOUNDATION AND FILL
AREAS AROUND MANHOLES
29 REFER TO THE LANDSCAPING PLANS FOR LANDSCAPING RELATED NOTES AND REQUIREMENTS
30 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FINAL RETAINING WALL DESIGN AND CONSTRUCTION
THE CONTRACTOR SHALL PROVIDE THE OWNER, GEOTECHNICAL ENGINEER, AND SITE CIVIL ENGINEER ALL
RELEVANT DESIGN DOCUMENTATION, PLANS, PROPOSED MATERIALS, CONSTRUCTION METHODS, AND OTHER
RELEVANT INFORMATION FOR THE RETAINING WALL CONSTRUCTION FOR ACCEPTANCE BY THE OWNER PRIOR
QTO D G E S S T C TR 10 R NI
31 FORKLIFT RAMPS AND EXTERIOR METAL STAIRWAYS ARE CONSIDERED ARCHITECTURAL COMPONENTS AND
ARE DEPICTED FOR REFERENCE ONLY REFER TO ARCHITECT'S PLANS FOR FORKLIFT RAMP SLOPES,
LENGTHS, AND CONSTRUCTION DESIGN FORKLIFT RAMP LENGTHS MAY VARY DEPENDENT ON PAVEMENT
SLOPE AWAY FROM THE BUILDING
32 TEMPORARY AND PERMANENT SUBGRADE DRAIN (UNDERDRAIN) SYSTEMS ARE FOR MAINTAINING DRY
SUBGRADE FOR PAVEMENT AREAS ONLY AT THE WESTERN END OF THE SITE AS COORDINATED WITH THE
3 DEVELOPER AND GEOTECHNICAL ENGINEER PERMANENT SUBGRADE DRAINAGE SYSTEMS FOR EXCESSIVE
GROUNDWATER CONDITIONS ONSITE OR FOR BUILDING FOUNDATIONS AND SLABS SHOULD BE COORDINATED
WITH THE GEOTECHNICAL ENGINEER AS MAY BE NEEDED AND/OR REQUIRED
33 ALL REINFORCED CONCRETE PIPE (RCP) SHALL MEET ASTM C76 SPECIFICATIONS ALL JOINTS SHALL HAVE
GASKETS MEETING ASTM C443 SPECIFICATIONS
34 TONGUE 6; GROOVE RCP STORMWATER PIPES SEALED WITH BUTYL MASTIC JOINTS OR HDPE STORMWATER
INDEX
SCALE: I" = 300'
PREPARED FOR:
X%/\1r
�r
PIPES MAY BE PROVIDED UPON APPROVAL OF THE DEVELOPER AND DESIGN ENGINEER FOR PRIVATE
STORMWATER PIPE SYSTEMS ON SITE
35 GRAVITY STORMWATER PIPES AND STRUCTURES TO BE DEDICATED TO N C D 0 T SHALL BE CONSTRUCTED IN
ACCORDANCE WITH APPROVED AGENCY REQUIREMENTS THE GRADE OF THE GRAVITY STORMWATER PIPES
SHALL BE MAINTAINED AT A CONSTANT SLOPE BETWEEN THE GIVEN INVERT ELEVATIONS SHOWN ON THE
PROFILE
36 PRIVATE STORMWATER PIPE SYSTEMS ONSITE SHALL BE CONSTRUCTED AS DESIGNED AND DEPICTED ON
PLAN AND PROFILE VIEWS
37 CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING PROPER DRAINAGE OF EXISTING STORM DRAINAGE
PIPES AND CHANNELS DURING CONSTRUCTION WORK
POND EMBANKMENT NOTES:
I THE CONTRACTOR OR OWNER SHALL RETAIN THE SERVICES OF A GEOTECHNICAL CONSULTANT TO PERFORM
SOIL TESTING OF THE SOILS TO BE USED TO CONSTRUCT THE EMBANKMENT AND PERFORM TESTING OF THE
EXISTING SOILS IN THE LOCATION OF THE PROPOSED EMBANKMENT THE GEOTECHNICAL CONSULTANT WILL
BE RESPONSIBLE FOR PROVIDING FINAL RECOMMENDATIONS FOR THE CONSTRUCTION OF THE EMBANKMENT
INCLUDING FOUNDATION PREPARATION, CUT-OFF TRENCH, SOIL SUITABILITY, EMBANKMENT SEEPAGE
CONTROLS, OUTLET PIPE SEEPAGE CONTROLS, COMPACTION, AND OTHER RELATED DESIGN ASPECTS OF THE
EMBANKMENT SYSTEM THAT MAY BE APPLICABLE
2 SOILS USED FOR THE EMBANKMENT SHALL BE SPECIFIED BY THE GEOTECHNICAL CONSULTANT, WHICH MAY
BE ONSITE SOILS OR MAY REQUIRE IMPORTING OF APPROPRIATE SOILS
3 REMOVE ALL ORGANICS, ROOTS, STUMPS, AND TOPSOIL FOR THE FOUNDATION SYSTEM OF THE
EMBANKMENT AND PREPARE THE AREA AS RECOMMENDED BY THE GEOTECHNICAL CONSULTANT
4 PLACE FILL FOR THE EMBANKMENT AS RECOMMENDED BY THE GEOTECHNICAL CONSULTANT
5 THE CONTRACTOR SHALL CONSULT THE GEOTECHNICAL CONSULTANT AND THE ENGINEER OF RECORD IF
ALTERNATE PRODUCTS, MATERIALS, ETC ARE CONSIDERED FOR THE EMBANKMENT AND POND SYSTEMS
ONSITE AND SHALL OBTAIN WRITTEN APPROVAL TO USE ANY ALTERNATES THIS MAY REQUIRE ADDITIONAL
SUBMITTALS TO THE LOCAL AND/OR STATE AGENCIES HAVING JURISDICTION OVER THE PROJECT SITE FOR
THEIR REVIEW AND APPROVAL
NP 185 COMMERCE CENTER
INDUSTRIAL, LLC
GENERAL INFORMATION
4825 NW 41ST STREET
RIVERSIDE, MO 64150
COUNTY ROWAN OWNER:
NP 185 COMMERCE CENTER INDUSTRIAL, LLC
[phone]
TOWN SALISBURY 4825 NW 41ST STREET
SURVEYOR: THOMAS & HUTTON
RIVERSIDE, MO 64150
50 PARK OF COMMERCE WAY
ZONING CBI PHONE: [phone]
SAVANNAH, GA 31405
[phone]
ENGINEER:
THOMAS & HUTTON
1020 EUCLID AVENUE
UTILITY: DUKE ENERGY
CHARLOTTE, NC 28203
700 EAST RITCHIE ROAD,
[phone]
SALISBURY, NC 28146-1381
(704)-638-4050
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JOB NO:
J- 29101 0000
DATE:
II-19-2021
DRAWN:
NH
DESIGNED:
NH
REVIEWED:
WBS
APPROVED:
WBS
SCALE:
NOTED
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