SW3140303_APPROVED PLANS_20140322

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

2
3
Q
GENERAL NOTES:
1. ALL SIGNS TO BE IN COMPLIANCE WITH THE TOWN OF WEDDINGTON ORDINANCE SECTION 58-145. SEE
DETAIL THIS SHEET FOR SAMPLE UNION COUNTY PUBLIC WORKS SIGN. CONTRACTOR TO COORDINATE
SIGNAGE TEXT/COLORS/LOGO/ETC. WITH UNION COUNTY PUBLIC WORKS.
2. SITE IS NOT WITHIN A REGULATORY FLOODPLAIN.
3. LIGHTING TO BE IN COMPLIANCE WITH TOWN OF WEDDINGTON LIGHTING ORDINANCE.
4. LANDSCAPING AND SCREENING TO BE IN COMPLIANCE WITH THE TOWN OF WEDDINGTON ORDINANCE
SECTION 58-8. SEE SHEET OOL-01.
5. SEE THE TANK MANUFACTURER'S DESIGNER DRAWINGS FOR ADDITIONAL TANK DIMENSIONS.
6. ALL DIMENSIONS ARE AT 90 DEGREES UNLESS OTHERWISE NOTED.
7. CONTRACTOR SHALL ESTABLISH AND VERIFY POINT OF BEGINNING (P.O.B.) AND STAKE SITE.
8. NOTIFY HDR ENGINEERING OF THE CAROLINAS, INC. IMMEDIATELY OF ANY DISCREPANCIES.
9. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT, FACE OF STRUCTURE, OR CENTERLINE UNLESS
OTHERWISE NOTED.
10. ALL DETAILS SHALL BE CONSTRUCTED IN STRICT COMPLIANCE WITH SPECIFICATIONS AND
CONSTRUCTION DOCUMENTS.
11. ALL RADII SHALL BE 30' (F.O.C.) UNLESS OTHERWISE NOTED.
12. THE PURPOSE OF THE PERMANENT STORM DRAINAGE EASEMENT (PSDE) IS TO PROVIDE ACCESS TO
THE STORM WATER MANAGEMENT BMP. STRUCTURES ARE NOT PERMITTED IN THE EASEMENT AREA.
ANY OTHER OBJECTS WHICH IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE ARE ALSO
PROHIBITED.
13. WHEN PERSONNEL AND/OR EQUIPMENT ARE WITHIN 2' OF THE EDGE OF AN OPEN TRAVEL LANE (5' ON
STATE MAINTAINED ROADS), THE CONTRACTOR SHALL REFER TO THE "WATCH" FOR PROPER LANE
CLOSURE AND COORDINATE WITH NCDOT STANDARDS FOR WORK WITHIN NCDOT RIGHT-OF-WAY.
14. AT THE END OF EACH WORK DAY THE CONTRACTOR SHALL BACKFILL UP TO THE EDGE AND
ELEVATION OF THE EXISTING PAVEMENT AREAS WITHIN 2' OF AN OPEN TRAVEL LANE THAT INCLUDE A
DROP OFF OF MORE THAN 3" IN ACCORDANCE WITH THE LATEST EDITION OF THE WORK AREA TRAFFIC
CONTROL HANDBOOK "WATCH".
15. COORDINATE WORK WITHIN HEMBY ROAD WITH THE TOWN OF WEDDINGTON AND THE NORTH CAROLINA
LEILA MORRIS
PID #06120004
DB 198 PG 316
ZONED RCD
USE: AGRICULTURAL
6 \\
00C-11 30' ASP�KLT APRON
REFERENCE NOTE 15
THIS SHEET.
0, \
N
40 20 0 40 80
SCALE IN FEET
SYMBOL LEGEND
20' GRAVEL DRIVE OOC 09 / r� r \ \ ���e \�~ \ \ O IRON FOUND, AS NOTED
r/ \ \\ \
\\ ElMONUMENT FOUND
\ 9F- \
OOC-12 ENTRANCE GATE m\� \ EXISTING ROAD CENTERL\TvPID PARCEL ID
�.\ ;
CALCULATED POINT
1 2 SECURITY / NC
E
-09 00C-09 AND GATE
r / / Z�� /
DEPARTMENT OF TRANSPORATION. DRIVEWAY PERMITS AND ENCROACHMENT AGREEMENTS (PREPARED
BY THE ENGINEER) MUST BE IN PLACE PRIOR TO COMMENCING WORK.
20'x8O' TEMPORARY
CONSTRUCTION EASEMENT
\
36. � \ /
CR
i� 1 TWO (2) 32 LF 48 \ /
f f \ 0 -12 CULVERTS WITH ENDWALLOC
UPSTREAM AND DOWNSTREAM / SET FENCE MINIMUM
PER NCDOT STD. DETAIL 838.Q'i 1' OFF PROPERTY LINE
DRAINAGE STRUCTURE
WITH RIP RAP APRON
SEE SHEET OOC-13
0
p 16" OVERFLOW/DRAIN
C�
`-- ----- j7ETENTION POND ,
` EXISTING VEGETATION �o
- }-�=----------_ TO REMAIN �.
1.5 MG COMPOSITE ELEVATED WATER TANK -
20' MINIMUM ACCESS AND
45' MAX. HEAD RANGE
75' SHOWN IN SITE PLAN PSDE FOR STORMW
75' MAX BOWL DIAMETER
( ) MANAGEMENT AND MAINTENANCE.
48' DIA. TANK FLOOR SHOWN IN SITE PLAN SEE NOTE 12
(BY TANK MANUFACTURER)
TRUSTEES OF OLLIE H. MANUS
PID #06120003
DB 4163 PG 522
ZONED RCD
USE: WOODED/RESIDENTIAL
SAMPLE UNION COUNTY PUBLIC WORKS SIGN
MR,
HDR Engineering, Inc.
of the Carolinas - -
N.C.O.EE3. Llcerw Nurrteer. F-0116
440 S Church Street, Suite 110111101 Charlotte, NG 28202
BUILDING RELATIONSHIP TABLE
WATER TOWER
PROVIDENCE VFD
HEIGHT
1 179'
21'
DISTANCE TO CENTER OF TOWER
500,
r:-
r' '
j �� v v AIL NO IRON SET
\ ��� I x \ \ LP LIGHT POLE
C'ObUTILITY POLE
SANITARY SEWER MANHOLE
\., v OE OVERHEAD UTILITY
SS SANITARY SEWER LINE
PROVIDENCE VFD
PID#06120004-A
DB 386 PG 101
ZONED R-40
USE: PUBLIC SER
W WATER LINE
x CHAIN LINK FENCE
PARCEL BOUNDARY
ZONING SETBACK
RIGHT-OF-WAY
�G�` PSDE
` P �5
� NEW GRAVEL PAVING
(FIRE DEPT.) \ ��
/ NEW CONCRETE PAD
Of
/ NEW ASPHALT PAVING
r
\ I
lo�
41
r
\ Q \
sue'
\ \ x�
NK
\ �>i Q
\
W
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p
1
Approved stormwater Permit Docu=
Construction in accordance with these docunerrl8 N j
squired by the stormwater patens. North C481,01know rules squire that the stormwater system desipWtsr
Inspect during construction. certify con(ormllylelpl tta '� -y,
plans and specs; and certify compkance with the ro z stormwater rules. (15A NCAC 2H .1008(j)) 1 BEFORE YOU DIG
i
ty '# , NC oT�pr� I i STOP
DMsionWalar O h
Sheet # /90C - O 1 Revision Date l�%3/?.d(tf- j CALL 1 49
N.C. ONE -CALL CCEN7ENTER
IT'S THE LAW
r
PROJECT MANAGER
PETE D'ADAMO, PE
,Viol fi#f p+r
OR4�rl �dj
Union County Public Works
DESIGNER:
R. BAYSDEN, PE
CHECKED:
E. WILLIAMS, PE
DRAWN:$
y 4
Weddington Elevated Storage Tank
3
3/03/2014
100% - FINAL FOR PERMITTING
,,,'pT Ell
.....
Union County Noitl1 Carolina
2
02/2014
100% - FINAL NOT FOR CONSTRUCTION
1
12/2013
90% SUBMITTAL
ISSUE
DATE
DESCRIPTION
PROJECT NUMBER
000000000053016
SITE PLAN
0 1" 2" FILENAME OOC-01.dwg SHEET
SCALE 1 "=40' OOC-01
C
A

1
GENERAL SYMBOLS
TARGET ELEVATION
ARCHITECTURAL
ROOM ROOM NUMBER
DOOR DOOR NUMBER
OCOLUMN GRID LINE
OWALL TYPE
OWINDOW TYPE
LVR LOUVER
XX
< GLASS TYPE
KEY NOTE DESIGNATION
KEY NOTE NUMBER
N
PROJECT NORTH ARROW
CENTER LINE
STORMWATER DIRECTIONAL FLOW
EXISTING PROPOSED
TBM __ (TAG NUMBER)
----- (ELEVATION)
+ TBM __ (TAG NUMBER)
----- (ELEVATION)
0
—986.0,
0
0.5%
PL — — PL
—X X
— — — — — — — — —
—986.0,
986.0,
0.5%
N 1099.04
E 798.63
N
—X X
ImDRAL
HEIR Engineering, Inc.
of the Carolinas
TEMPORARY BENCH MARK (HORIZONTAL)
TEMPORARY BENCH MARK (VERTICAL)
STRUCTURES/BUILDING COMPONENTS
ROADWAY
CONTOUR
TREES, SHRUBS, OR BUSHES
TREE LINE
(CLUSTER OR SHRUBS)
SLOPE
COORDINATE
FIRE HYDRANT
VALVE
VALVE (NORMALLY CLOSED)
AIR RELEASE VALVE
PROPERTY LINE
NCDOT RIGHTS —OF —WAY
LIMITS OF CONSTRUCTION
FENCE
DITCH
SECONDARY ROAD, DRIVEWAY,
PRIVATE ENTRANCE, ETC.
N.C.B.E.E.S. License NumWr. F-0116
440 S Church Street, Sulle f0001 Charlotte, NC 29202
1
GENERAL SYMBOLS
SECTION LETTER
FLAG INDICATES DIRECTION
OF SECTION CUT---.
—* SHEET WHERE
SECTION VIEW IS LOCATED
SECTION CUT MARKER
SECTION LETTER —�
3/8" = 1'-0"
* SHEET WHERE
SECTION VIEW IS
FIRST CUT
DETAIL NUMBER
XXX * SHEET WHERE
DETAIL IS LOCATED
DETAIL MARKER
DETAIL NUMBER
3"
REPRESENTATIVE
DRAWING WHERE DETAIL
WAS CALLED OUT
ELEVATION
IDENTIFICATION
LETTER
ELEVATION X
3" = 1'-0"
* SHEET WHERE
POINT OF VIEW MARKER
CAN BE FOUND
* IF PLAN AND SECTION, OR DETAIL CALL —OUT AND
DETAIL ARE SHOWN ON SAME SHEET, SHEET
NUMBER IS REPLACED BY A LINE (—).
EROSION CONTROL SYMBOLS
LOD LIMITS OF DISTURBANCE
— — SILT FENCE. SEE DETAIL 2/OOC-14
—DD DD— DIVERSION DITCH
DITCH LINER — NORTH AMERICAN
GREEN C350 OR APPROVED EQUAL.
TP TREE PROTECTION. DETAIL 3/OOC-14
CULVERT INLET PROTECTION.
DETAIL 6/OOC-15
WATTLE CHECK DAM. DETAIL 3/OOC-15
PROJECT MANAGER
PETE D'ADAMO, PE
DESIGNER:
R. BAYSDEN, PE
CHECKED:
E. WILLIAMS, PE
DRAWN:
3
3/03/2014
100% — FINAL FOR PERMITTING
2
02/2014
100% — FINAL NOT FOR CONSTRUCTION
1
12/2013
1907. SUBMITTAL
ISSUE
77777
DATE
DESCRIPTION
PROJECT NUMBERI
000000000053016
3
ADD
AFF
AFG
APPR
ARCH
ARV
AUTO
AVG
BET
BF
BFV
BLDG
BM
BOT OR B/
BRG
CB
CH
CIP
CONT
CONTR
CTD
CTRL
CUFT
DEM
DET
DI
DIA
DIM
DWG
E
EA
EL
ELL
ENCL
EQ
EST
EW
EXIST
EXPO
FDN
FLG
FM
FOB
FOC
FOT
FT
FUT
FWD
HORIZ
H PT
HT
ID
IE
IG
IN
INC
INSTL
121
MATL
MAX
MFR
MGD
MH
MIN
MISC
N
NIC
NO
NOM
NTS
OA
OC,O/C
OD
OH
PC
PED
PNT
PSF
PSI
PSIG
PT
PVMT
PWR
RAD
REF
REINF
REQD
REV
RO
ROW
GENERAL ABBREVIATIONS
AT
S
ADDENDUM
SCED
ABOVE FINISHED FLOOR
SCP
ABOVE FINISHED GRADE
SECT
APPROXIMATE
SHT
ARCHITECTURE OR ARCHITECT
SIM
AIR RELEASE VALVE
SPEC
AUTOMATIC
SQ
AVERAGE
SS,SST
STD
BETWEEN
STL
BLIND FLANGE
STRL
BUTTERFLY VALVE
SUSP
BUILDING
SWD
BENCH MARK
SYM
BOTTOM
SYS
BEARING
TC
CATCH BASIN
TELE
CHAMFER
THK/TH
CAST IRON PIPE
CORRUGATED METAL PIPE
TS&V
TYP
CONTINUOUS
CONTRACTOR
UG
CENTER, CENTERED
UON,UNO
CONTROL
CUBIC FOOT
VBX
VERT
DEMOLITION
DETAIL
W
DUCTILE IRON
WrD
DIAMETER
WP
DIMENSION
W
DIVISION
W/o
DRAWING
EAST
EACH
ELEVATION
ELBOW
ENCLOSURE
EQUAL
ESTIMATE
EACH WAY
EXISTING
EXPOSED
FOUNDATION
FLANGE
FORCE MAIN
FLAT ON
BOTTOM
FACE OF
CURB
FLAT ON
TOP
FOOT OR
FEET
FUTURE
FORWARD
GALLONS PER MINUTE
GROUND
HORIZONTAL
HIGH POINT
HEIGHT
INSIDE DIAMETER OR INTERIOR DIMENSION
INVERT ELEVATION
ISOLATED GROUND
INCHES
INCLUDING
INSTALL, INSTALLATION
LOW POINT
MATERIAL
MAXIMUM
MANUFACTURER
MILLION GALLONS PER DAY
MANHOLE
MINIMUM
MISCELLANEOUS
NORTH
NOT IN CONTRACT
NORMALLY OPEN/NUMBER
NOMINAL
NOT TO SCALE
OVERALL
ON CENTER
OUTSIDE DIAMETER
OVERHEAD
POINT OF CURVATURE
PEDESTAL
PAINT
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
POUNDS PER SQUARE INCH GAUGE
POINT OF TANGENCY OR POINT
PAVEMENT
POWER
RADIUS
REFERENCE
REINFORCED,REIN FORCING
REQUIRED
REVISED, REVISION
ROUGH OPENING
RIGHT OF WAY
SOUTH
SCHEDULE
SCREENINGS PRESS
SECTION
SHEET
SIMILAR
SPECIFICATION
SQUARE
STAINLESS STEEL
STANDARD
STEEL
STRUCTURAL
SUSPEND
SUPPLY WALL DIFFUSER
SYMMETRICAL
SYSTEM
TOP OF CURB
TELEPHONE
THICK
TAPPING SLEEVE AND VALVE
TYPICAL
UNDERGROUND
UNLESS OTHERWISE NOTED
VALVE BOX
VERTICAL
WEST
WOOD
WEATHERPROOF
WITH
WITHOUT
Union County Public Works
Weddington Elevated Storage Tank
Union County
0
North Carolina
PROJECT NOTES
1. LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS WERE
COMPILED BASED ON THE BEST INFORMATION AVAILABLE. THESE
LOCATIONS ARE NOT INTENDED TO BE EXACT OR COMPLETE. THE
CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES AND
FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION.
2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SITE SAFETY
ASSOCIATED WITH THE WORK UNDER THIS PROJECT AND FOR
COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL HEALTH AND
SAFETY LAWS, CODES, REGULATIONS, AND ORDINANCES INCLUDING BUT
NOT LIMITED TO THOSE CURRENTLY MANDATED BY THE OCCUPATIONAL
SAFETY AND HEALTH ADMINISTRATION (OSHA).
3. ANY AGREEMENT BETWEEN THE CONTRACTOR AND PROPERTY OWNERS
SHALL BE MADE IN WRITING AND COPIED TO UNION COUNTY.
4. CONTRACTOR TO REPAIR/REPLACE ALL STATE MAINTAINED PAVEMENT DAMAGED BY
CONSTRUCTION ACTIVITIES TO SATISFACTION OF NCDOT. NO SEPARATE PAYMENT
SHALL BE MADE FOR PAVEMENT REPAIR EXCEPT AS NOTED ON PLANS.
5. CONTRACTOR SHALL INSTALL TRACER WIRE ON ALL BURIED WATER PIPING.
6. IN THE EVENT OF DAMAGE TO EXISTING UTILITIES, CONTRACTOR SHALL STOP WORK
IMMEDIATELY, TAKE NECESSARY PRECAUTIONS TO PREVENT INJURY OR FURTHER
DAMAGE, AND NOTIFY PROPER AUTHORITIES. CONTRACTOR SHALL BE
RESPONSIBLE FOR RESTORING/REPAIRING ALL EXISTING STRUCTURES, CONDUITS,
OR OTHER UTILITIES DAMAGED BY CONTRACTOR'S OPERATIONS AT NO COST TO
OWNER.
7. THE CONTRACTOR SHALL RECONSTRUCT ALL ROAD SHOULDERS, DRAINAGE DITCHES
AND SWALES DISTURBED BY CONSTRUCTION ACTIVITIES TO THEIR ORIGINAL
GRADE AND LOCATION.
8. TESTING, CLEANING, AND DISINFECTION:
A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING PROVISIONS
FOR TEST SECTIONS AND/OR OTHER FACILITIES REQUIRED FOR TESTING
THE PIPELINE. SUCH FACILITIES WILL NOT BE PAID FOR SEPARATELY
BUT SHALL BE INCIDENTAL TO THE UNIT PRICE BID FOR THE PIPE.
B. LIMITED WATER WILL BE AVAILABLE FOR TESTING OF NEW MAIN AND TANK.
C. SEE SPECIFICATION SECTION 02660 AND 15060 FOR ADDITIONAL
INFORMATION.
9. PIPE JOINT DEFLECTIONS SHALL BE NO GREATER THAN 80% OF THE
MANUFACTURER'S RECOMMENDED MAXIMUM DEFLECTION. UNLESS OTHERWISE
NOTED ON THE PLANS, CONTRACTOR SHALL NOTIFY ENGINEER WHEN JOINTS OR
FITTINGS NOT SHOWN ARE REQUIRED.
10. ALL HOLES, TRENCHES, AND OTHER HAZARDOUS AREAS SHALL BE ADEQUATELY
PROTECTED BY BARRICADES, LIGHTS OR OTHER PROTECTIVE DEVICES.
11. ALL ROCKS, BRUSH, TIMBER, AND OTHER DEBRIS THAT IS CLEARED FROM THE
PROPERTY SHALL BE REMOVED FROM THE PREMISES AND SHALL NOT BE
PLACED ON ADJOINING LANDS.
12. EXCESS/UNSUITABLE SPOIL TO BE REMOVED FROM SITE. PRIOR TO BEGINNING
CONSTRUCTION, CONTRACTOR SHALL SUBMIT THE OFF —SITE SPOIL LOCATIONS TO
BE USED AND PROVIDE DOCUMENTATION OF EROSION CONTROL MEASURES TO BE
PROVIDED DURING DISPOSAL OPERATIONS. CONTRACTORS OFF —SITE SEDIMENT
CONTROL MEASURES MUST BE APPROVED BY NCDENR PRIOR TO SPOIL DISPOSAL.
13. ALL TREE PROTECTION AND EROSION AND SEDIMENTATION CONTROLS SHALL BE
IMPLEMENTED BEFORE CONSTRUCTION COMMENCES AND SHALL NOT BE REMOVED
UNTIL RE —VEGETATION HAS BEEN ESTABLISHED.
14. THERE IS NO PAY ITEM FOR DEWATERING AND NO SEPARATE PAYMENT WILL BE
MADE FOR DEWATERING. ANY DEWATERING OF THE TRENCH REQUIRED IS THE
RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE INCIDENTAL TO THE UNIT
PRICE BID FOR THE PIPE.
Approved Stormwater Permit Documents
Construction in accordance with these documents is
required by the stormwater permit. North Carolina
rules require that the stormwater system designer
Inspect during construction; certify conlomlNywBh the
plans and specs; and certify compNance with the
stormwater rules. ( I5A NCAC 2H .1006 (j) )
Pe mt# trJ /5%O3U3 Date 3 �4r-_&IY
by� NC Division of Wailer Qw ft
Sheet # GbC—IJIJ Revision Date3-3 20/S�
GENERAL LEGEND AND PROJECT NOTES
0 1" 2" FILENAME OOC-09.dwg SHEEP �+
SCALE AS NOTED OOC-OO
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TIME OF CO`N.CENTRATION-.,
3
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DRAINAGE A R EA-- 11 M ITS
HDR Engineering, Inc.
of the Carolinas
N.C.B.E.L.S. License Number: F-0116
440 S Church Street, Suite 10001 Charlotte, NC 28202
POSTseCONSTRUCTION
WEDDINGTON ELEVATED STORAGE TANK
Approved Stormwater PermDocuments
it in =gth!hesedocumenials
required the mit North Carolina
rules re t;�; the stoffrwvater system de*IWW
Ins construction; conformity with the
plansc,compliance
with the
stormwater rui;s. ( 1 5A NCAC 2H .1008 (J)
Permit # 5U&/ 41-0 30 --L_ DOW 210-I'l
by NC DMolon o(WMW 10111111111111111IF
Sheet #_mZ_Revislon Dale Z'
DATE
02/07/2014
I FIGURE
a
4
4
4
4
1 7
a

FaR
HDR Engineering, Inc.
of the Carolinas
PremDevelopment
WEDDINGTON ELEVATED STORAGE TANK
Approved Stormwater permit Documents
Construction in accordance with these docum ft Is
required by the stormwater permit. North CBMNM
rules require that the stormwater system designer
Inspect during construction; certify conformity wNh the
the
storormwaters and s rules. (15A NC C 2H 1008 (jliance )
Permit #
by DM*lon of WOW Q%MM1,Y�
Sheet #_I R&AWW
DATE
02/28/2014
FIGURE
11
N.C.B.E.L.S. Umnse Number: F-0116
— 440 S Church Stratl. Suhw 10001 Charloea. NC 211202
4

2
3
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GENERAL GRADING & STORM DRAINAGE NOTES SYMBOL LEGEND
1. ON -SITE BURIAL PITS ARE NOT ALLOWED.
2. ANY GRADING BEYOND THE DENUDED LIMITS INDICATED ON THE CONSTRUCTION
719 5' MAJOR
CONTOUR
DOCUMENTS IS A VIOLATION AND IS SUBJECT TO A FINE.
3. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL
MINOR
CONTOUR
PLAN IS A VIOLATION AND IS SUBJECT TO A FINE.
DITCH
LINER - NORTH AMERICAN
4. ALL STREET GRADES AT INTERSECTIONS SHALL BE COORDINATED WITH TOWN OF
a GREEN
C350 OR APPROVED EQUAL.
WEDDINGTON, MECKLENBURG COUNTY AND NCDOT INSPECTORS.
CLASS
1 RIP -RAP
5. ALL ROAD IMPROVEMENTS AT HEMBY ROAD, ALONG HEMBY ROAD, AND AT THE
INTERSECTION OF HEMBY AND MATTHEWS- WEDDINGTON ROAD SHALL BE
COORDINATED WITH THE TOWN OF WEDDINGTON AND THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION PRIOR TO CONSTRUCTION.
6. APPROVAL OF CONSTRUCTION DOCUMENTS IS NOT AN AUTHORIZATION TO
GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF -SITE
GRADING, PERMISSION SHALL BE OBTAINED BY CONTRACTOR FROM THE
AFFECTED PROPERTY OWNERS.
7. IN ORDER TO ENSURE PROPER DRAINAGE, CONTRACTOR SHALL MAINTAIN A
MINIMUM OF 3% CROSS -SLOPE ON THE GRAVEL DRIVE. SEE DETAIL 3/OOC-09
8. THE CONTRACTOR SHALL MAINTAIN THE EXISTING DRAINAGE SWALE IN AN
UNOBSTRUCTED CONDITION AND SHALL REMOVE FROM THESE AREAS ALL
DEBRIS, LOGS, TIMBER, TRASH, JUNK AND OTHER ACCUMULATIONS.
9. ANY CONSTRUCTION OR USE WITHIN THE AREAS DELINEATED AS FLOODWAY
DISTRICT FRINGE BOUNDARY LINE OR FLOODWAY DISTRICT ENCROACHMENT
BOUNDARY LINE IS SUBJECT TO THE RESTRICTIONS IMPOSED BY FLOODWAY
REGULATIONS. PER FEMA PANEL 3705184477, NONE EXIST ON THIS PARCEL.
10. THE LOCAL ENGINEERING DEPARTMENT HAS NOT REVIEWED AND DOES NOT
ASSUME RESPONSIBILITY FOR THE STRUCTURAL STABILITY OF ANY EXISTING OR
PROPOSED RETAINING WALLS ON THE SITE.
11. CONTRACTOR TO ENSURE THAT ALL PERMITS ARE IN HAND PRIOR TO
CONSTRUCTION INCLUDING, BUT LIMITED TO: NCDOT DRIVEWAY PERMIT, NCDOT
RIGHT-OF-WAY ENCROACHMENT AGREEMENT FOR WATER AND NCDENR EROSION
CONTROL PERMIT.
12. THE CONCRETE PAD AREA OUTSIDE THE TANK STRUCTURE SHALL SLOPE AWAY
FROM THE TANK AT 2.0% MAXIMUM & 1% MINIMUM. TWO (2) 48" RCP CULVERTS 32 LF LONG
13. CONTRACTOR SHALL CONTACT THE RESPECTIVE AGENCY (TOWN OF WEDDINGTON,
PLACE DOUBLE PIPE
ENDWALLS ON
UNION COUNTY, NCDOT, ETC.) A MINIMUM OF 48 HOURS PRIOR TO
UPSTREAM AND
DOWNSTREAM
CONSTRUCTION OF AN ITEM THAT WILL NEED INSPECTION.
RIP -RAP OUTLET
PER NCDOT STD. DTL. 838.01
PROTECTION
2 US
INVERT:715.92
14. ALL SLOPES 3:1 &STEEPER SHOULD BE TRACKED TOP TO BOTTOM AND
(CLASS 1)
OOC-15 DS
INVERT:715.60
STABILIZED WITH NORTH AMERICAN GREEN S150, OR APPROVED OTHER, STAKED
TO MANUFACTURER'S RECOMMENDATIONS. TOP SOIL PLACEMENT ON SLOPES
525sf
SEE NOTE 8
---
SHALL BE INSTALLED IN A BENCHED PATTERN. SEE EROSION CONTROL PHASE 2 PLANS. TRANSFORMER LOCATION —
15. AFTER CONSTRUCTION OF THE DETENTION SYSTEM, AN AS -BUILT TOPOGRAPHIC SEE N qTE 13�
SURVEY SHALL BE SUBMITTED BY THE CONTRACTOR THAT INLCUDES DETAILED
MEASUREMENTS AND ELEVATIONS OF THE OUTLET CONTROL STRUCTURE, THE r
TOP OF DAM, SPILLWAY, AND POND DIMENSIONS.
r
TANK BASE
FFE=721.0
lGRASS
%
SWALE #2 OOC-14
V��
v {c v}
\ f"
7/
i
DRAINAGE STRUCTURE 1
WITH RIP -RAP (TANK OOC-13
DRAIN) RIP -RAP OUTLET 2
PROTECTION
(CLASS 1) OOC-
280sf. EXTEND APRON ALONG
DRAINAGE SWALE 10'
ful,
HDR Engineering, Inc.
of the Carolinas
0
,yob
x� 1
wa-
�--A
RIP -RAP INLET
PROTECTION
(CLASS 1) 431
POINT OF
QGBAIN
r �o 1 cc
ib.
1
EXISTING VEGETATION
-?�--t-- TO REMAIN
N
\ \ 40 20 0 40 80
` \ \ SCALE IN FEET
, ` \ \
~{y DETENTION POND NOTES
' \ \
,`N' \\ POND DIMENSIONS: 85't x 280't
` \ TOP ELEVATION: 720.00
MATCH EXISTING EDGE OF ' ���• y' ;��V v „
PAVEMENT GRADES. SLOPE ;! PRIMARY OUTLET: 12 RCP
NEW DRIVE A by NIMUM 2% f\ \ , \ �. � \ \\ SECONDARY OUTLET: 30' SPILLWAY (ELEV: 716.60)
AND MAXIMUM 5%J/AWAY FROM , \ ` \v� \ \ \ BOTTOM ELEVATION: 715.40 (AT INVERT)
HEMBY ROAry 724 �-A ` v
`vN . �� EXIS)TING ROAD CEiflERLINk SURVEY NOTES
Y f x?�_
X
.�
LOW POINT
OF DRIVE:
• :1
SEE NOTE 14
POINT OF
•: _ _•
40' RIP -RAP SPILLWAY.
35 LF OF 12" RCP
3
PROVIDE 64' LONG
CONCRETE LEVEL CURB
0.50%
DOWN CENTERLINE
US INVERT: 715.40
ELEVATION = 716.60
DS INVERT:715.
SEE SPILLWAY SECTION
PROVIDL
PROVID E PRECAST
IN DETAIL 1 ON SHEET
ENDWALPER
00C-15
NCDOT STD. DTL.
838.080
PROJECT MANAGER PETE D'ADAMO; PE
DESIGNER: R. BAYSDEN, PE.
CHECKED: E. WILLIAMS, PE
DRAWN:
3
3/03/2014
100%
- FINAL FOR PERMITTING
2
02/2014
100%
- FINAL NOT FOR CONSTRUCTION
1
12/2013
90%
SUBMITTAL
N.C.B.E.E.S. license Number: F-0116 ISSUE DATE DESCRIPTION
440 S Church Street, Suite 10001 Charlotte, NC 28202
PROJECT NUMBER 000000000053016
�O`\ \\ THE LOCATIONS OF THE UTILITIES SHOWN HEREON ARE
APPROXIMATE. UTILITIES OTHER THAN THOSE SHOWN MAY
\\ EXIST, THE LOCATIONS OF WHICH ARE CURRENTLY UNKNOWN
TO THE SURVEYOR. ALL UNDERGROUND UTILITIES SHOULD BE
FIELD VERIFIED PRIOR TO ANY CONSTRUCTION, EXCAVATION, OR
GROUND DISTURBING ACTIVITIES. UTILITY LOCATIONS SHOWN
HEREON ARE BASED ON RECORD INFORMATION, EXISTING
UTILITY MARKINGS, AND VISIBLE ABOVE GROUND
`J GRASSyF i3 \ ' APPURTENANCES.
IOC-14 SWALE #1
00
�XA"
5 ,\
N,���5 v v
X
r
v ,
S 4 \ t \
I V01
-- '",�."8
\
17228,,
•`INV 12" RCP
ti V � v v raj
REPLACE EXISTING 12" RCP
DRIVEWAY PIPE WITH RCP, \ \_ \�,t�1 i
SURVEY INVERTS SHOW
NEGATIVE SLOPE. PROVIDE
POSITIVE SLOPE AND MATCH \ /
UPSTREAM INVERT.
i
t
til i \
Approved Stormwater Permit Document�V %
Con )cm in accordance with these documenks
required by the stormwater permit. North Carolina4
rules require that the stormwater system desigm
with t
inspect during construction; certify contormriy with tfq , ��, /\4
plans and specs; and certify compliance with the
stormwater rules. (15A NCAC 2H A 008 (j)) Ian
`r
Pem,n# 5�_?/-IX,030 Dele ,3•ZQ•Z(1/ -- �� �' BEFORE YOU DIG
by Division of WSW Qu•M)t f tl
Sheet #_ 170?Revision Dde 3.3. S T 0 P
\ % CALL 1 800 632-4949
\I N.C. ONE —CALL CENTER
IT'S THE LAW
1 ,
Union County Public Works
Weddington Elevated Storage Tank
Union County
0 1" 2" FILENAME OOC-02.dwg SHEET �+
NDrth Carolina SCALE 1 "=40' OOC-02
C
Iff
10

PROJECT LOCATION
Im
WWWWN-MME"
tam
NEW ELEVATED
STORAGE TANK
4
Location Map
NOT TO SCALE
VANCE
WEDDINGTON -�Zj
;\ SANDY
;6" RIDGE
JACKSON
CREEK
Vicinity Map
NOT TO SCALE
NEW
SALEM
MARSHVILLE
LANES
CREEK
Drawings For
Union County Public Works
Weddington Elevated Storage Tank
Civil/Process
Project No.
000000000053016
Union County, NC
03/03/2014
100% FINAL FOR PERMITTING
' Q EAL <
026452}
r..y bS2t
itd£�P
' c " SEAL
039869
S� RucitaltAL
HDR Engineering, Inc.
of the Carolinas
License Number. F-0116
440 S Church Street, Suite 10001 Charm, NC 28202
INDEX OF DRAWINGS
CIVIL
OOC-00
OOC-01
OOC-02
00C-03
OOC-04
OOC-05
OOC-06
OOC-07
OOC-0£
OOC-09
OOC-10
OOC-11
OOC-12
OOC-13
OOC-14
OOC-1:
OOC-16
LANDSCAPE
OOL-01
PROCESS
OOD-01
ELECTRICAL
ODE-01
00E-02
OOE-03
OOE-04
00E-05
COVER SHEET, SHEET INDEX, AND VICINITY MAP
GENERAL LEGEND AND PROJECT NOTES
SITE PLAN
SITE GRADING AND DRAINAGE PLAN
EROSION CONTROL PLAN PHASE I
EROSION CONTROL PLAN PHASE 11
TANK PIPING PLAN
SITE PIPING AND LOCATION PLAN
TANK SITE AND HEMBY ROAD WATER LINE PROFILE
HEMBY ROAD WATER LINE CONNECTION PLAN AND PROFILE
STANDARD DETAILS
STANDARD DETAILS
STANDARD DETAILS
STANDARD DETAILS
OVERFLOW DISCHARGE STRUCTURE PLAN AND SECTIONS
EROSION CONTROL DETAILS
STORM WATER DETAILS
STRUCTURAL DETAILS
COMPOSITE ELEVATED STORAGE (CES) TANK PLAN AND DETAILS
ELECTRICAL LEGEND AND ABBREVIATIONS
ELECTRICAL SITE PLAN
Approved Stomswater Permlt 0mu nents
ELECTRICAL TANK LIGHTING AND POWER the sio`d,�' ie "an inese documerw y
perm t. Narth CanslNse
require that the stormwater system dasipnar
tnspect during construction; certify conforn*y with HIO
ELECTRICAL DIAGRAMS plans and specs; and cen ty compliance with the
Permit# &-,, (15ANCAC2H.1 (I)%
Pertnn# Str�,j/SLo30
ELECTRICAL DETAILS by Nc Divlalort or YVeler
QWrq
Sheet # 2922�ReNsion Dater -I, A+ +y