20120412 Ver 1_Site Plan_20120426

Strickland, Bev
From: Rob Normandy [rormandy @wkdickson.com]
Sent: Thursday, April 26, 2012 2:46 PM
To: Daniel Ingram; Strickland, Bev
Cc: Scott Sigmon
Subject: RE: Wiseman Stormwater Drainage - DWQ# 12 -0412
I have uploaded the Wiseman Design plans as requested below. The files can be located here:
\ \WEB \ftp \public\Raleigh - Public\ Charlotte \Wiseman\PCN\Preliminary Wiseman Design 3- 12- 12.pdf
Username: raft
Password: ra10312
Sometimes the direct link to the files does not work. In that case you can access the files from our website:
www.wkdickson.com under the link "client resources ", then "Click here for public FTP site" on the left. The
username and password will provide access. Navigate to the Raleigh - Public folder, then to the
Charlotte \Wisemand \PCN folder.
If you have any questions give me a call.
Thanks,
Rob Normandy, PE
WK Dickson - Raleigh Office
720 Corporate Center Dr.
Raleigh, NC 27607
Office: (919) 782 -0495 x5638
Direct: (919) 256 -5638
Fax: [phone]
www.wkdickson.com
THE ELECTRONIC FILES PROVIDED BY W.K. DICKSON & CO., INC. (WKD) TO RECEIVING PARTIES ARE FOR COORDINATION PURPOSES ONLY. THE RECEIVING PARTY
AGREES NOT TO USE THESE DRAWINGS AND DATA, IN WHOLE OR IN PART, FOR ANY PURPOSE OTHER THAN THE REFERENCED PROJECT. THE ELECTRONIC MEDIA IS
FURNISHED WITHOUT GUARANTEE OF COMPATIBILITY WITH THE RECEIVING PARTY'S SOFTWARE OR HARDWARE, AND WKD'S SOLE RESPONSIBILITY FOR THE
ELECTRONIC MEDIA IS TO FURNISH A REPLACEMENT FOR DEFECTIVE DISKS WITHIN THIRTY (30) DAYS AFTER DELIVERY TO THE RECEIVING PARTY. USE OF THESE
MATERIALS FOR MODIFICATION, EXTENSION OR EXPANSION OF THIS PROJECT OR ON ANY OTHER PROJECT, UNLESS UNDER THE DIRECTION OF WKD SHALL BE
WITHOUT LIABILITY TO WKD AND WKD'S SUBCONSULTANTS. BECAUSE DATA STORED IN ELECTRONIC MEDIA FORM CAN BE ALTERED, EITHER INTENTIONALLY OR
UNINTENTIONALLY, BY TRANSCRIPTION, MACHINE ERROR, ENVIRONMENTAL FACTORS, OR BY OPERATORS, IT IS AGREED THAT THE RECEIVING PARTY SHALL
INDEMNIFY, DEFEND, SAVE HARMLESS WKD, WKD'S SUBCONSULTANTS, AND THE OFFICERS AND EMPLOYEES OF ANY OF THEM FROM AND AGAINST ANY AND ALL
CLAIMS, LIABILITIES, DAMAGES, LOSSES AND COSTS, INCLUDING, BUT NOT LIMITED TO COSTS OF DEFENSE, ARISING OUT OF CHANGE OR MODIFICATIONS TO THE
DATA IN ELECTRONIC MEDIA FORM IN THE RECEIVING PARTY'S POSSESSION OR RELEASED TO OTHERS BY THE RECEIVING PARTY AND FOR ANY USE OF THE
ELECTRONIC MEDIA AND PRINTED HARD COPY DRAWINGS AND SPECIFICATIONS OUTSIDE THE LICENSE GRANTED BY THIS PROVISION. SHOULD THE RECEIVING
PARTY DISAGREE WITH STATEMENTS CONTAINED HEREIN, PLEASE ADVISE US IN WRITING WITHIN TEN (10) DAYS AFTER RECEIPT OF THE DATA OR THIS DISCLAIMER
STANDS AS WRITTEN.
From: Daniel Ingram
Sent: Thursday, April 26, 2012 11:40 AM
To: Rob Normandy
Subject: FW: Wiseman Stormwater Drainage - DWQ# 12 -0412

From: Strickland, Bev [ mai Ito: bev.stricklandCa)ncdenr.gov]
Sent: Thursday, April 26, 2012 10:09 AM
To: Daniel Ingram
Subject: Wiseman Stormwater Drainage - DWQ# 12 -0412
Mr. Ingram,
Please provide a data CD or ftp site with a full size version of the signed plans in TIF Group 4 format (black and
white 300 dpi, not grayscale or color) for the project listed above. If the plans are too large to store in TIF
format, they can be stored in PDF.
Thanks
Beverly Suiddand, Achn"strative Officer
Division of Water Quality - Progymn Development
N.C. Depmthnent of Fmvi oinnent and Nathnal Resoinces
Mail Senice Center 1650, Raleigh, NC 97699 -1650
Phone = 919-807-6350
Entail Address: Be�.Shichland' «'ucdein.o�
Phone = (919) 807 -6', 50
E- rllarl colt esporlderlce to atld lionl this adds css illar he sul?yctto tht- Nolrli Calolihd PUNIC 1?t -001ds Larr-3r1d miiJ- be disclosed to tjli zd pamcs.

CoverSheet .......................................................... ............................... 1
GeneralNotes and Details .................................. ............................... 2
Typical Sections and Storm Drainage Summary ............................. 3
Plan& Profile ................................................ ............................... 4-15
PlanDetails ................................................. ............................... D1- D3
StructuralDetails ........................................ ............................... S1- S11
Traffic Control Plans ........................... ............................... TC1- TC5
ErosionControl .................................... ............................... EC1- EC7
UtilitySheets ............................................... ............................... Ul- U9
TOTAL SHEETS 50
VICINITY MAP
NTS
GPS BENCHMARKS 0
vw
DICKSON
community infrastructure consultants
720 CORPORATE CENTER DRIVE
RALEIGH, NC 27607
(919) 782 -0495
NC Licence No. F -0374
Office Locations:
North Carolina Georgia
South Carolina
•
010
CHARLOTTEM
ENGINEERING &PROPERTY
MANAGEMENT
Construction Plans of Proposed
WISEMAN STORM WATER
IMPROVEMENT PROJECT
PROJECT NUMBER: 671 -OS -709
Project Features:
THIS PROJECT CONSISTS OF: GRADING, DRAINAGE PIPE & STRUCTURES, PAVING, CONCRETE FLAT
WORK, CHANNEL IMPROVEMENTS, UTILITY RELOCATIONS & STREAM RESTORATION
- PRELIMINARY DESIGN -
NOT RELEASED FOR
CONSTRUCTION
2012 NCDOT STANDARD SPECIFICATIONS
LOCATION MAP
NTS
Plan View .................
40 80 120
Plan View ................. iiiiia
20 40 60
Horz. Profile ............
Vert. Profile .............
Cross Section ...........
0
0
30
Contract Administration
Storm Water Construction
Know what's below.
Call before you dig.
Storm Water - Project Manager
Landscape Management
Storm Water - Water Quality
CDOT - Design
CDOT - Traffic Control
CMU
Proposed Property Line ... ...............................
Existing Property Line .... ...............................
Maintained as R/W Line . ............................... F /W
Existing Structures ........... ...............................
Fence................................. ............................... _X _X
x
Slope Stake Line .............. ............................... c
F
Temporary Construction Easement ............. e e
e
Sanitary Sewer Easement ............................ SSE SSE
Storm Drainage Easement ............................ SDE SDE
Conservation Easement .. ............................... CE CE CE
Existing Easement .......... ............................... E E
Existing Minor Contour ...............................
Existing Major Contour ...............................
Proposed Minor Contour .............................
Proposed Major Contour ............................. sao
Existing Gas Line ............ ............................... G G
Existing Water Line ........ ............................... W W
Existing Sanitary Sewer . ............................... SS SS
Existing Underground Telecommunications UT
Existing Underground Electric ..................... ou
Existing Underground Television ................. TV
Existing Storm Drainage ............................... --------- - -
- - --
Proposed Storm Drainage p g .............................
Existing Tree ............................................................ ...............................
ExistingWater Meter .............................................. ...............................
WM
❑
MB
ExistingMail Box .................................................... ...............................
❑
Existing Gas Meter .................................................. ...............................
WV
Existing Water Valve
I<
GV
Existing Gas Valve .................................................. ...............................
I<
O
Existing Sanitary Sewer Manhole ......................... ...............................
Proposed Sanitary Sewer Manhole ....................... ...............................
(9
Existing Sanitary Sewer Cleanout
O C. 0.
Existing Storm Drain Manhole .............................. ...............................
O
Proposed Storm Drain Manhole ............................ ...............................
•
Existing Storm Drain Flared End Section (FES) . ...............................
ExistingCatch Basin ............................................... ...............................
Proposed Double Catch Basin ................................ ...............................
ExistingA/C Unit ..................................................... ...............................
AC
ExistingUtility Pole ................................................. ...............................
'a
GuyWire .................................................................. ...............................
Proposed Utility Pole ............................................... ...............................
'W
ExistingLight Pole ................................................... ...............................
ProposedLight Pole ................................................. ...............................
IronPin ..................................................................... ...............................
0
ExistingFire Hydrant ............................................. ...............................
ProposedFire Hydrant ........................................... ...............................
ExistingDrop Inlet ................................................... ...............................
0
ProposedDrop Inlet ................................................. ...............................
AccessibleRamp ...................................................... ...............................
WCR
TreeProtection ........................................................ ...............................
ProposedGuardrail .......................................... ...............................
Proposed Curb & Gutter, Conc. Drive, Sidewalk ..........................
Proposed Asphalt Pavement ................................... ...............................
ProposedRip Rap Ditch .......................................... ...............................
Proposed Gravel ....................
Proposed Pavement Removal
APPROVED
Bid Set No.
CITY ENGINEER DATE
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GENERAL NO TE S
GENERAL NOTES
ABBREVIATIONS OS
STATION DESCRIPTIONS
PROPOSED CURB ELEVATION:
GENERAL UTILITIES NOTES.
#............ •••••••••••••••••••••••••NUMBER
MONO ......... .....................MONOLITHIC
SHEET DESCRIPTION SHEET NUMBER STATION ID
ABAND ...... ......................ABANDONED
mph ................................
MILES PER HOUR
THE CONTRACTOR SHALL SET AND ADJUST PROPOSED CURB ELEVATIONS AS NECESSARY TO ENSURE
1. CONSTRUCTION METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH CHARLOTTE UTILITIES
A \C .... ............................AIR
CONDITIONER
MTL .................................
METAL
BRAEWICK PLACE CULVERT 4 1 +62 TO 4 +62
PROPER LONGITUDINAL GRADE FOR DRAINAGE. THE CONTRACTOR SHALL RETAIN EXISTING PAVEMENT,
STANDARDS AND SPECIFICATIONS, UNLESS OTHERWISE NOTED.
A.D ........... ......................ALGEBRAIC
DIFFERENCE
N .....................................
NORTH/NORTHING
CROSSWINDS ROAD CULVERT 5 6 +08 TO 9 +78
UNLESS OTHERWISE NOTED.
2. ALL CONTRACTORS WORKING ON CMU PROJECTS ARE REQUIRED TO OWN A COPY OF THE DESIGN
ASPH ...... ........................ASPHALT
NAD 83. ..........................NORTH
AMERICAN
MANUAL AND SHALL KEEP A COPY ON THE JOB SITE AT ALL TIMES.
APPROX ........ ..................APPROXIMATELY
DATUM 1983
STREAM REACH 5 6 16 +25 TO
DRIVEWAYS AND SIDEWALKS:
3. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING ALL APPROPRIATE PARTIES AND ASSURING
BB ........... .........................BOTTOM
OF BANK
NTS
NOT TO SCALE
VALLEY GROVE CLOSED SYSTEM 7 0 +00 TO 4 +22
THAT UTILITIES ARE LOCATED PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CALL NC ONE -CALL
..................................
(PREVIOUSLY ULOCO) AT 1- 800 - 632 -4949 FOR UTILITY LOCATING SERVICES 48 HOURS PRIOR TO
B /C ...... ...........................
BACK OF CURB
0 /H ...... ...........................OVER
HEAD
ARROW LANE CLOSED SYSTEM 8 0 +00 TO
PROPOSED DRIVEWAY ENTRANCE DIMENSIONS ARE FROM EXPANSION JOINT TO EXPANSION JOIN. MATCH
COMMENCEMENT OF ANY WORK. CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING
BIT .............. .....................BITUMINOUS
OC ...................................
ON CENTER
STREAM REACH 4 9 2 +27 TO 3 +77
REPLACEMENT MATERIALS TO THE EXISTING SURFACE ACCORDINGLY.
UTILITIES PRIOR TO CONSTRUCTION.
BM ......... ..........................BENCH
MARK
ORN ..... ............................ORN
NEW HAMPSHIRE CLOSED SYSTEM 10 -11 32 +85 TO 39 +11
4. IF THE PROPOSED WATER AND /OR SANITARY SEWER MAIN IS INSTALLED WITHIN 12" IN ANY DIRECTION
BOC
OF CHANNEL
v
o ° c
- CONCRETE DRIVEWAYS: 6 -INCH MINIMUM THICKNESS PORTLAND CEMENT CONCRETE (3600 PSI) PLACED A
(VERTICALLY OR HORIZONTALLY) FROM GAS MAINS, THE CONTRACTOR SHALL CALL PIEDMONT NATURAL
........ .........................BOTTOM
PAVT ......... .......................PAVEMENT
MISSION HILLS RD CLOSED SYSTEM 12 -14 40 +55 TO 46 +62
� --
MINIMUM OF 4 FEET BEHIND THE BACK OF CURB UNLESS OTHERWISE SHOWN ON THE DRAWINGS.
GAS COMPANY AT (704) 525 -5585 AND INFORM THEM.
BRG ......... ........................BEARING
PC ...................................
PRESSURE CLASS
° o 0
0 o v
5. EXIST. SANITARY SEWER LATERAL & WATER SERVICE LOCATIONS (NOT ALL SHOWN) ARE APPROXIMATE
CB ......... ..........................CATCH
BASIN
PERM ...............................
PERMANENT
_j U U o
- ASPHALT DRIVEWAYS:
AND ARE TO BE FIELD VERIFIED PRIOR TO CONSTRUCTION. CONTRACTOR SHALL RELOCATE ANY
C &G ..... ...........................CURB
AND GUTTER
PG ...................................
PAGE
L?
RESIDENTIAL: 2 -INCH MINIMUM COMPACTED THICKNESS ASPHALT CONCRETE SURFACE COURSE, TYPE
SEWER LATERALS & WATER SERVICES AS NEEDED PRIOR TO STORM PIPE CONSTRUCTION.
CE ................ ...................CONSERVATION
EASEMENT
PI
OF INTERSECTION
�v
c
o
woo N
SF -9.5B, OVER 4 -INCH MINIMUM COMPACTED THICKNESS AGGREGATE BASE COURSE (ABC).
........... ..........................POINT
..
v
o z cn cD
UTILITY COORDINATION:
CL ............. ......................CLEARANCE
PK ...................................
PK NAIL SET
;0_1
COMMERCIAL: 2 -INCH MINIMUM COMPACTED THICKNESS ASPHALT CONCRETE SURFACE COURSE,
C/L ....... .........................CENTER
LINE
PP ...................................
POWER POLE
c
0
TYPE SF -9.513, OVER 4 -INCH MINIMUM COMPACTED THICKNESS ASPHALT CONCRETE INTERMEDIATE
CLDSM ....... ......................CHARLOTTE
LAND DEVELOPMENT
PROP ...............................
PROPOSED
y�j
v
>
COURSE, TYPE I- 19.013.
CONTRACTOR SHALL CONTACT NC ONE -CALL AT 1- 800 - 632 -4949 FOR UTILITY LOCATIONS PRIOR TO
STANDARDS MANUAL
PT .......... ..........................POINT
OF TANGENCY
i.i
- PER NCDOT SECTION 610 TO TIE PROPOSED CONCRETE APRONS TO THE EXISTING ASPHALT DRIVES.
CONSTRUCTION. CONTRACTOR SHALL ALSO NOTIFY THE CITY OF CHARLOTTE UTILITY COORDINATOR OF
CMP ............ .....................CORRUGATED
METAL PIPE
PVI......... ..........................POINT
OF VERTICAL INTERSECTION
IMPENDING WORK. THE UTILITY COORDINATOR SHALL BE CONTACTED AT THE FOLLOWING ADDRESS (48
r-
- GRAVEL DRIVEWAYS: 6 -INCH MINIMUM COMPACTED THICKNESS INCIDENTAL STONE BASE PER NCDOT
HOURS PRIOR TO CONSTRUCTION):
CMPA .......... .....................CORRUGATED
CMU
METAL PIPE ARCH
MECKLENBURG
r ......................................
RCBC .......... .....................
RADIUS
REINFORCED CONCRETE BOX CULVERT
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SECTION 545 TO TIE PROPOSED CONCRETE DRIVE APRON TO EXISTING GRAVEL OR DIRT DRIVE.
........... ......................CHARLOTTE
�"
L`
MR. GARY STANSBURY
UTILITY DEPARTMENT
RCP ............ .....................REINFORCED
CONCRETE PIPE
w cD
- SIDEWALKS: 4 -INCH MINIMUM THICKNESS IN ACCORDANCE WITH NCDOT 848 (6 -INCH MINIMUM THICKNESS
AT DRIVEWAY CROSSINGS PER CLDSM STD. 10.22).
600 EAST FOURTH STREET
CHARLOTTE, NC 28202 -2844
C.O. ... ....CLEAN
.......................
CONC
OUT
RD ........ ...........................ROAD
RELOC.......
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c
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Q N � �
Of 0 o z
O I
(704) 336 -2667
........ .......................CONCRETE
.......................RELOCATE
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CONST .......... ...................CONSTRUCTION
REQ'D ...............................
REQUIRED
Of _ 0
DRAINAGE STRUCTURES•
ORGANIZATIONS THAT MAY OWN FACILITIES THROUGHOUT THIS PROJECT ARE:
CPP ............ .....................CORRUGATED
PLASTIC PIPE
RT ....................................
RIGHT
v w .. J
•
DUKE POWER COMPANY
DCB ........ .........................DOUBLE
CATCH BASIN
R/W \ ROW ....................RIGHT
OF WAY
O
oN Q � O
PIEDMONT NATURAL GAS
DB ........ ...........................DEED
BOOK
S ......................................
SOUTH
U
N < z
GRADES, ELEVATIONS AND LOCATION SHOWN ARE APPROXIMATE. AS DIRECTED BY THE ENGINEER, THEY
BELL SOUTH
DBL ........ .........................DOUBLE
SAN .................................
SANITARY
MAY BE ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS. WEEP HOLES ARE TO BE CONSTRUCTED
QUEST
DI ......... ...........................DROP
INLET
SID ...................................
STORM DRAIN
IN ALL DRAINAGE STRUCTURES, WEEP HOLES SHOULD BE ON 8' CENTER WITH A MINIMUM OF 1 WEEP HOLE
TIME WARNER CABLE DIA SIDE .................................. STORM DRAINAGE EASEMENT
PER WALL. WEEP HOLES ARE TO BE COVERED ON THE OUTSIDE OF THE STRUCTURE BY A BAG MADE OF
ICG TELECOM GROUP, INC
........... .......................DIAMETER
FILTER FABRIC FILLED WITH #78 STONE. THERE WILL BE NO SEPARATE PAYMENT FOR THIS WORK.
MCI
DW ............ .......................DRIVEWAY
SF ....................................
SQUARE FOOT
STATION, OFFSETS AND ELEVATIONS REFER TO THE CENTER OF DROP INLETS, MANHOLES AND JUNCTION
TELICS
DIM ............ ......................DIMENSION
S/R FENCE .....................
SPLIT RAIL FENCE
BOXES, AND THE MIDPOINT OF THE GRATE FOR CATCH BASINS. UPON APPROVAL BY THE ENGINEER,
CHARLOTTE UTILITIES
E ................... ...................EAST
/EASTING
SS ...................................
SANITARY SEWER
CONTRACTOR MAY SUBSTITUTE BRICK STRUCTURES WITH PRECAST STRUCTURES.
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
CHARLOTTE DEPARTMENT OF TRANSPORTATION
EA ........ ...........................EACH
STA .................................
STATION
ACCESSIBLE RAMPS.
ELEV .......... ......................ELEVATION
STD .................................
STANDARD
THE LOCATIONS OF EXISTING UTILITIES SHOWN ON THE PLANS ARE FOR THE USE OF THE CONTRACTOR IN
EOP ...... ...........................EDGE
OF PAVEMENT
SUE .................................
SEWER UTILITY EASEMENT
PROVIDING PROTECTIONS FOR THE UTILITIES DURING CONSTRUCTION OPERATION. THE CITY, DESIGN
ESMT ........ .......................EASEMENT
SW
SIDEWALK
ACCESSIBLE RAMPS SHALL BE RECONSTRUCTED WHEN DISPLACED BY CONSTRUCTION ACTIVITIES USING
CONSULTANT, AND /OR AGENT SHALL NOT BE HELD RESPONSIBLE FOR THE ACCURACY OR LOCATION, SIZE,
...................................
CLDSM STD. 10.31 A & B, 10.32 A & B, 10.33 A & B, AND /OR 10.35 AS APPROPRIATE. PROPOSED CURB
DEPTH OR COMPLETENESS OF THE INFORMATION. BEFORE BEGINNING CONSTRUCTION, THE CONTRACTOR
ETCB ......... ......................ELONGATED
THROAT CATCH BASIN
SY ...................................
SQUARE YARD
SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS.
SHALL CONTACT EACH OF THE UTILITY OWNERS IN THE AREA OF CONSTRUCTION RELATIVE TO THEIR
ERCP .......... .....................ELLIPTICAL
REINFORCED CONCRETE PIPE
TAN .................................
TANGENT
UTILITY LOCATIONS. THE CONTRACTOR SHALL PROTECT ALL UTILITIES FROM DAMAGE CAUSED BY
EXIST ........ .......................EXISTING
TB ...................................
TOP OF BANK
SUBSURFACE PLANS:
CONSTRUCTION OPERATIONS AND /OR RELATED WORK OF THE CONTRACTOR OR HIS AGENTS. THE
F /C
OF CURB
TCE .................................
TEMP CONSTRUCTION EASEMENT
CONTRACTOR SHALL HOLD THE CITY HARMLESS FOR ANY INCONVENIENCE OR DELAY CAUSED BY THE
...... ...........................FACE
OPERATIONS OF OTHERS PERFORMING THE ABOVE WORK. NECESSARY ADJUSTMENT OR RELOCATION OF
FES ......... .........................FLARED
END SECTION
TEMP ...............................
TEMPORARY
A SUBSURFACE INVESTIGATION WAS PERFORMED BY S &ME ON OCTOBER 27, 2010. TO OBTAIN A COPY OF
EXISTING UTILITIES, EXCEPT FOR CONTRACT ITEMS, WILL BE PERFORMED BY THE UTILITY SERVICE PROVIDER. FH ........ ...........................FIRE HYDRANT TP ................................... TRAVERSE POINT
THE GEOTECHNICAL REPORT, CONTACT THE CITY AND REFERENCE JOB #1351 -10 -064. IN ADDITION, THE
THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHERS IN ORDER TO PROVIDE SATISFACTORY
F /L ....... ...........................FLOW
LINE
T /W .................................
TEST WIRE
CONTRACTOR SHALL MAKE HIS /HER OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS. THE CITY
PROGRESS OF THE PROJECT.
FOC ....... ..........................FIBER
OPTIC CABLE
TYP .................................
TYPICAL
IS NOT RESPONSIBLE FOR SUBSTRUCTURE CONDITIONS ENCOUNTERED BETWEEN BORING LOCATIONS.
PIEDMONT NATURAL GAS (PNG) REPRESENTATIVE MUST BE PRESENT PRIOR TO AND DURING ANY GV ....... ............................GAS VALVE U /G ................................. UNDER GROUND
TREES, SHRUBS AND HEDGES.
CONSTRUCTION WITHIN THE AREA OF EXISTING GAS MAINS.
HORIZ ......... .....................HORIZONTAL
VC ....................................
VERT
VERTICAL CURVE
VERTICAL
THE CONTRACTOR SHALL COORDINATE THE ADJUSTMENT OR RELOCATION OF GAS MAINS WITH PNG. PNG
INT ................ ...................INTERSECTION
................................
MUST BE NOTIFIED TWO WEEKS IN ADVANCE OF CONSTRUCTION. ALL ADJUSTMENTS AND REALLOCATIONS
INV .......... .........................INVERT
VCP .................................
VITRIFIED CLAY PIPE
THE CONTRACTOR SHALL REMOVE TREES, SHRUBS, AND HEDGES WITHIN THE LIMITS OF DISTURBANCE
WILL BE PERFORMED BY PNG.
IP .......... ...........................IRON
PIN SET
W .....................................
WEST
UNLESS SHOWN ON THE PLANS TO BE PROTECTED. WHEN ROOT PRUNING IS NECESSARY, CUT ROOTS
JB ............. .......................JUNCTION
BOX
W / ...................................
WITH
CLEANLY USING A DISC TRENCHER OR OTHER APPROVED METHOD IN ACCORDANCE WITH SECTION 01000 OF
A BELL SOUTH REPRESENTATIVE MUST BE PRESENT PRIOR TO AND DURING ANY CONSTRUCTION WITHIN THE
JCC
COMMUNITY CENTER
WB
BOTTOM WIDTH
THE CITY OF CHARLOTTE LANDSCAPE CONSTRUCTION STANDARDS. PRUNING SHALL BE PER THE LATEST
AREA OF EXISTING BELL SOUTH CABLES.
......... .........................JEWISH
...................................
STANDARD OF THE LANDSCAPE CONSTRUCTION STANDARDS MANUAL (TYP.) USE PLYWOOD FORMS WHEN
L ............. .........................LENGTH
WBKF ...............................
BANKFULL WIDTH
TREE ROOTS ARE ADJACENT TO PROPOSED CURB & GUTTER OR SIDEWALK. USE CLD STD. 40.11 FOR
THE CONTRACTOR SHALL SUPPORT AND PROTECT ANY EXISTING UNDERGROUND UTILITIES ENCOUNTERED
LF ........... .........................LINEAR
FOOTAGE
WM ...................................
WATER METER
BRIDGING TREE ROOTS. TREES SPECIFIED BY THE PLANS TO HAVE ASPHALT CURBING MUST USE CLD STD.
DURING TRENCH EXCAVATION AND/OR PIPE INSTALLATION. CONTRACTOR TO USE EXTREME CAUTION WHEN
/
LOD ......... .........................LIMITS
OF DISTURBANCE
W VAULT .........................WATER
VAULT
�
ii
40.13. TREE PROTECTION SHALL BE IN ACCORDANCE WITH CLD STD. 40.02. WHEN THE TREE IS CLOSE TO
WORKING IN AREAS NEAR DUKE POWER TRANSMISSION LINES. THE CONTRACTOR SHALL COORDINATE
LT
THE WORK AREA TREE PROTECTION CLD STD. 40.12 SHALL BE USED.
WORKING IN THE AREA OF THE DUKE POWER TRANSMISSION LINES WITH ED WILLIAMS OF DUKE ENERGY AT
......... ...........................LEFT
WV ......... ..........................WATER
VALVE
as
(704) 382 -2664.
lb ........... ..........................POUND
YI .....................................
YARD INLET
m
CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY PRIOR TO REMOVING ANY TREES. IN ADDITION, ALL
LP .......... ..........................LIGHT
POLE
60p ..................................
SIXTY PENNY NAIL SET
TREES LOCATED WITHIN THE LOD THAT ARE TO REMAIN AFTER CONSTRUCTION SHALL BE INSPECTED BY
EROSION CONTROL:
LN..
LANE
............. ...........................FOOT
g
THE CITY TO VERIFY THEY ARE SUITABLE TO REMAIN.
MAX
......... ........................MAXIMUM
........... ...........................INCH
o
FOLLOWING CONSTRUCTION STAKING THE PROJECT TEAM (CONTRACTOR, CITY INSPECTOR, CITY ARBORIST
SEE SHEETS EC1 -EC7 FOR EROSION CONTROL NOTES PLANS AND DETAILS.
MH ........... ........................MANHOLE
AND CONSULTANT, IF APPLICABLE) WILL HOLD AN ON -SITE MEETING TO ENSURE THE LIMITS OF
, ,
MIN .......... ........................MINIMUM
DISTURBANCE AND THAT TREES PROPOSED FOR PROTECTION ARE CLEARLY IDENTIFIED. THE TEAM WILL
TOTAL DISTURBED AREA: X ACRES
WALK THE PROJECT AREA AND AGREE ON THE TREES TO BE PROTECTED AND THOSE TO REMOVE, DISCUSS
PROPOSED CONSTRUCTION ACTIVITIES, AND IDENTIFY ANY ADDITIONAL TREES TO PROTECT THAT WERE NOT
MINIMUM EROSION CONTROL MEASURES SHALL BE CONSTRUCTED AND PERMITTED REQUIREMENTS (WHERE
ORIGINALLY MARKED AS SUCH. THE CONTRACTOR WILL BE GIVEN APPROVAL FOR TREE REMOVAL, IN
NECESSARY) SHALL BE IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL PLANNING AND
WRITING, AFTER APPROPRIATE TREE PROTECTION HAS BEEN INSTALLED AND BEFORE ANY CLEARING OR
DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE, U.S. SOIL CONSERVATION SERVICE, CITY OF CHARLOTTE
REMOVAL CAN BEGIN.
EROSION CONTROL ORDINANCE, AND THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL.
THE CONTRACTOR ASSUMES RESPONSIBILITY FOR "IN- KIND" REPLACEMENT OF TREES DAMAGED THAT HAVE
CONTRACTOR SHALL NOT DISTURB ANY AREAS OUTSIDE OF THE DESIGNATED EASEMENT AREAS.
rT�4�:�:-niLOWING
ST NDA "S''
BEEN MARKED FOR PROTECTION OR NOT MARKED FOR REMOVAL.
TREE PROTECTION BARRICADE SHALL BE HIGH DENSITY POLYETHYLENE FABRIC, ORANGE, FOUR FEET IN
STORM DRAINAGE PIPE & GRADING NOTES:
HEIGHT. INSTALL PER MANUFACTURERS SPECIFICATIONS WHERE SHOWN ON THE PLANS. TREE PROTECTION
BARRICADE SHALL BE INSTALLED BEFORE ANY DEMOLITION OR CONSTRUCTION BEGINS IN THE AREA AND
STANDARDS
AND THE LATEST REVISION
THERETO
ARE APPLICABLE TO THIS
SHALL NOT BE REMOVED UNTIL CONSTRUCTION IS COMPLETED AND AS DIRECTED BY THE OWNER. MAINTAIN
PROJECT TOPOGRAPHY, EXISTING CONDITIONS GROUND, EXISTING TREES, STORM DRAINAGE PIPES & SAN.
PROJECT AND BY
REFERENCE ARE CONSIDERED A
PART OF THESE
PLANS. NCDOT STANDARDS
TREE PROTECTION BARRICADES THROUGHOUT CONSTRUCTION.
SEWERS VERIFICATION WAS PROVIDED BY WK DICKSON. ADDITIONAL UTILITIES HORIZONTAL AND VERTICAL
LOCATIONS (EXCEPT SAN. SEWER), NOTED ON PLANS, PROVIDED BY ON- TARGET, INC.
SHALL BE USED.
CHARLOTTE MECKLENBURG LAND
DEVELOPMENT
STANDARDS MAY BE USED IF
MAIL BOXES:
THERE IS NOT AN
APPLICABLE NCDOT STANDARD.
PIPE INVERT ELEVATIONS HAVE PRECEDENCE OVER SLOPES. HOWEVER, SLOPES SHALL NOT BE DECREASED
FROM THOSE SHOWN ON PLAN WITHOUT PRIOR APPROVAL FROM THE ENGINEER.
NCDOT:
THE CONTRACTOR SHALL REMOVE AND RESET ALL MAIL BOXES AS REQUIRED BY SECTION 107 -12 OF THE
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NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES. COORDINATE THIS WORK WITH THE U.S.
ALL STORM DRAINAGE PIPE TO BE CLASS 3 REINFORCED CONCRETE UNLESS OTHERWISE NOTED. PIPE
STD. NO.:
TITLE:
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POSTAL SERVICE.
LENGTHS INDICATED ON PLAN ARE APPROXIMATE ONLY.
838.63
REINFORCED BRICK ENDWALL (SINGLE
66 ")
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FENCES AND WALLS:
NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, TRENCHING, OR OTHER LAND
DISTURBING ACTIVITY SHALL BE PERMITTED BEYOND LIMITS OF GRADING WITHOUT PRIOR APPROVAL FROM
838.80
840.01
PRECAST CONCRETE ENDWALL (SINGLE
BRICK CATCH BASIN (12" THRU
12" THRU 72 ")
54 ")
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THE OWNER AND CITY ENGINEERING DEPT.
840.14
CONCRETE DROP INLET (12" THRU 30 ")
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840.16
DROP INLET GRATE
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THE CONTRACTOR SHALL REMOVE AND RESET FENCES AND WALLS AS NOTED ON THE PLANS AND /OR AS
THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE CITY OF CHARLOTTE ANY DISCREPANCIES FOUND
840.26
BRICK GRATED DROP INLET TYPE
'A' (12" THRU 72 ")
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DIRECTED BY THE ENGINEER AND SHALL BE RESET OUTSIDE THE RIGHT -OF -WAY. THE EXACT LOCATION
BETWEEN ACTUAL CONDITION AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION FROM
840.32
BRICK JUNCTION BOX W/ OPTIONAL
MANHOLE (12"
THRU 66 ")
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AND DIMENSIONS TO THESE ITEMS TO BE REMOVED OR DISTURBED DURING CONSTRUCTION SHALL BE
THE CITY INSPECTOR PRIOR TO PROCEEDING.
RECORDED AND PHOTOGRAPHED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE
840.51
BRICK MANHOLE (12" THRU 36 ")
A
REQUIRED TO COORDINATE WITH HOME OWNERS FOR INSTALLATION OF TEMPORARY PET FENCES.
MANHOLE RIM ELEVATIONS SHOWN ON THE PLANS ARE APPROXIMATE. NEW MANHOLE RING AND COVERS
840.52
PRECAST MANHOLE 4', 5', AND
6' DIAMETER (12"
THRU 48 ")
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SHALL BE INSTALLED FLUSH WITH THE SURROUNDING GRADE SO AS TO AVOID DAMAGE TO MOTOR VEHICLES
840.66
DRAINAGE STRUCTURE STEPS
SIDE SLOPES:
DURING CONSTRUCTION. THEY ARE TO BE ADJUSTED TO MATCH THE SURROUNDING PROPOSED GRADE PRIOR
840.71
CONCRETE AND BRICK PIPE PLUG
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TO PLACING THE NEW SURFACE COURSE.
840.72
PIPE COLLAR
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846.01
CONCRETE CURB, GUTTER AND
CURB & GUTTER
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LIMITS OF PROPOSED SLOPES ARE INDICATED IN THE PLANS, DETAILS AND STANDARD DRAWINGS. THE
THE CONTRACTOR SHALL BACKFILL OPEN EXCAVATIONS AT THE END OF EACH WORKING
862.02
GUARDRAIL INSTALLATION
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MAXIMUM FILL SLOPE SHALL NOT EXCEED A 3:1 (HORIZONTAL TO VERTICAL) UNLESS DESIGNATED BY THE
DAY. AT DRAINAGE STRUCTURE LOCATIONS, THE EXCAVATION SHALL BE COVERED WITH METAL PLATES
1525.01
PRECAST SANITARY SEWER MANHOLES
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a.
ENGINEER. CUT SLOPES GREATER THAN 2:1 WILL BE USED ONLY AS DIRECTED BY THE ENGINEER AND AT
WHEN PRACTICAL OR COMPLETELY ENCLOSED WITH SAFETY NETTING.
CHARLOTTE LAND DEVELOPMENT STANDARDS:
a.
THE SPECIFIC LOCATIONS SHOWN ON THE PLANS.
CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE TO CURRENT OSHA REGULATIONS.
EXISTING SANITARY SEWER AND WATER LINE:
ALL PROPOSED GRADES ARE FINISH GRADES.
STD. NO.:
TITLE:
10.19 CURB TRANSITION - PRELIMINARY DESIGN -
FOR WATER AND SEWER LOCATES THE CONTRACTOR SHALL CALL C.M.U. AT 704 - 336 -2564 (WATER) OR
TRAFFIC CONTROL:
10.22
CONCRETE SIDEWALKS
704 - 357 -6064 (SEWER).
10.25A
RESIDENTIAL DROP CURB TYPE
I DRIVEWAY WITH PLANTING STRIP (2' - 6" C &G)
NOT RELEASED FOR
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10.2513
COMMERCIAL DROP CURB TYPE
II DRIVEWAY WITH
-
PLANTING STRIP (2' 6" C &G)
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AN INSPECTOR FROM CHARLOTTE UTILITY DEPARTMENT SHALL BE NOTIFIED BY THE CONTRACTOR 48 HOURS
TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE 2006 EDITION OF THE AREA TRAFFIC
10.27
RESIDENTIAL DRIVEWAY (TYPE I)
FOR VALLEY GUTTER
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PRIOR TO THE BEGINNING OF WATER AND /OR SANITARY SEWER WORK.
CONTROL HANDBOOK" (WATCH) AND THE TRAFFIC CONTROL PLANS ON SHEETS TC1 -TC5.
10.29
CATCH BASIN FRAME IN VALLEY GUTTER
CONSTRUCTION
WHERE SANITARY SEWER AND WATER LINES ARE ENCOUNTERED, THE CONTRACTOR SHALL USE CARE IN
STOCKPILING NOTE:
20.03
BRICK DOUBLE CATCH BASIN (15" THRU 36 ")
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20.27
RIPRAP DITCHES
WORKING AROUND OR NEAR THEM. IF AN EXISTING SEWER OR WATER LINE IS DAMAGED, THE CONTRACTOR
30.14
TEMPORARY STREAM CROSSING
SHALL IMMEDIATELY REPLACE THE SEWER OR WATER LINE AT HIS EXPENSE WITH PC 350 DUCTILE IRON
50.04A
TYPICAL HANDRAIL
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PIPE IN ACCORDANCE WITH CHARLOTTE MECKLENBURG UTILITY STANDARDS AND SPECIFICATIONS. THE
ANY ONSITE STOCKPILING IS TO BE COORDINATED AND APPROVED BY A CITY INSPECTOR. THE STOCKPILE
Of
CONTRACTOR SHALL REPLACE A MINIMUM OF 10 FEET OF SANITARY SEWER LINE AND /OR WATER LINE WITH
WILL BE PROVIDED WITH GROUND COVER 15 WORKING DAYS UPON COMPLETION OF ANY PHASE OF WORK.
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PC 350 DUCTILE IRON PIPE WHEN DRAINAGE PIPE COMES WITHIN 18 INCHES OF SAID LINES VERTICALLY OR
MULCH WILL BE TACKED WITH EMULSIFIED ASPHALT.
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10' HORIZONTALLY.
SAW CUTS:
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ALL WATER VALVES & BOXES, WATER METER BOXES, WATER VAULTS, SANITARY SEWER MANHOLES, AND
CHARLOTTE MECKLENBURG
UTILITIES:
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CLEANOUTS IN THE CONSTRUCTION AREA ARE TO BE ADJUSTED TO THE FINISHED GRADE BY THE
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CONTRACTOR.
THE CONTRACTOR SHALL SAW CUT EXISTING ASPHALT AND /OR CONCRETE SURFACES PRIOR TO REMOVAL
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IF THE WATER METERS ARE TO BE RELOCATED HORIZONTALLY, THEY SHALL BE MOVED TO AN AREA BEHIND
UNLESS OTHERWISE DIRECTED BY THE ENGINEER. SAW CUT WIDTH SHALL BE 1 FOOT MINIMUM FROM THE
STD. NO.:
TITLE:
below.
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EXISTING EDGE OF PAVEMENT. SAW CUT PAVEMENT SHALL BE REPLACED AS WELL AS ADDITIONAL
Know what's
THE PROPOSED CURB. IF RELOCATED METER IS IN DRIVE OR SIDEWALK, CONTRACTOR WILL PROVIDE AND
PAVEMENT REQUIRED TO TIE -IN TO FACE OF PROPOSED CURB AND GUTTER.
WATER STD. 29
VERTICAL BEND
Call
INSTALL CONCRETE METER BOXES.
SEWER STD. 16
PIPE ENCASEMENT
before you dig.
0
PAVEMENT DEGRADATION FEE:
WATER AND SEWER LINES ARE TO REMAIN ACTIVE AT ALL TIMES DURING CONSTRUCTION. IF THIS IS NOT
POSSIBLE, THEN CONTRACTOR SHALL FOLLOW C.M.U. POLICIES, PROCEDURES, STANDARDS AND
SPECIFICATION MANUAL.
CDOT HAS DETERMINED THAT NO PAVEMENT DEGRADATION FEE IS TO BE ASSESSED IF DETAIL 1/D2 IS
CONSTRUCTION SHALL BE IN ACCORDANCE
SEWER LATERALS ARE TO BE RECONNECTED PER C.M.U. SPECIFICATIONS.
USED.
WITH CHARLOTTE MECKLENBURG LAND
CONSTRUCTION EQUIPMENT WEIGHT SHALL NOT EXCEED 16,000 LBS. INSIDE OF EXISTING SANITARY SEWER
EASEMENT. STOCKPILE /STAGING AREAS ARE NOT TO BE LOCATED WITHIN THE EXISTING SANITARY SEWER
DEVELOPMENT AND /OR NCDOT STANDARD
Ln
EASEMENT. NO
COFN TRUDAYN MATERIALS SHALL BE LEFT WITHIN THE EXISTING SANITARY
SPECIFICATIONS.
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m v m SS MANHOLE I I CATCH BASIN
/ TOP R /M= 631.67 / /j ; NOW 01�FORME LY I TOP RIM= 632.71
(A)INV IN= 619.91 Q / DENN KELVNE w BOTTOM GRATE= 632.06
�S I
TOP GRATE= = 632.33
(B)INV /N =619.6 RCP 15" INV. IN= 628.09
/ W AND HENHUI ZHEN (A
)RCP OUT =619 48 Z ( )
/ SSE / 135- 093 -89 \ o (B)RCP 18" INV. OUT= 627.75
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(B I / o DB 22609/PG 834
© I / 8835 IDLEWILD RD
/8" \� T
(C) (A)
N FOUNDATION PROTECTION REMOVE AND REPLACE
-
SSE -� SSE \ �32 / SE DOCUMENTS DFOR ODETAILS I 72 SY OF EXIST- -
/ L CONCRETE DRIVEWAY 13 DOGVu
/
REMOVE DEBRIS / �' I I � I I
u1 No in 631- I I
N o Z\ 1 S EE I SEE NOTE 4 ® NOW OR FORMERLY I
I RYANT NELSON ALL
/ o s' IVACY 135- 093 -88
O Y -G cP
E < \ FE C e DB 26463/PG 281
s' AsH^ e E e ® 8831 IDLEWILD RD
TOP ELE e .
NOTES:
NOW 9R�ORMERLY j - - �, 1. PLEASE REFER TO THE REPORT OF SUBSURFACE INVESTIGATION PREPARED BY
ELIA�EbRGE AND MARY I I d S &ME, INC. FOR DEWATERING, PIPE BEDDING, AND BACKFILL RECOMMENDATIONS.
��Q / KRANI Is 6��� I \ g SOIL TEST BORING AND ROCK PROBE LOCATIONS SHOWN ON PLANS ARE
135 -09_ � o
rD
L p / DB 19941/PG 945 ti \ NOW OR FORMERLY APPROXIMATE. SEE S &ME PROJECT NO. 1351 -10 -064.
o� / 8823 IDLEWILD RD v FOUNDATION PROTECTION I \ KAMELOT LLC
A) REMOVE AND REPLACE SEE NOTE 2 AND CONTRACT cn \ 135 - 092 -01 2. CONTRACTOR TO INSTALL FOUNDATION PROTECTION (SEE SPECIAL PROVISIONS
6331 I � ° 58 LF OF 2' -0" DOCUMENTS FOR DETAILS m o rmn ° DB CROSS 26337/PG 936 FOR FOUNDATION PROTECTION REQUIREMENTS) PRIOR TO EXCAVATION FOR THE
a- c 3200 CROSS WINDS RD QZ VALLEY GUTTER PER CLDSM REMOVE AND mD- FOLLOWING BUILDINGS:
CATCH BASIN 10.1713 AND 10.19 REPLACE 21 SY OF TOP RIM= ATE= CONCRETE PATIO D' `' ` 8835 IDLEWILD RD
BOTTOM GRATE= 632.52 G7 D \ 8831 IDLEWILD RD
TOP GRATE= = 632.71 - fn (A)RCP 54" INV. IN= 623.01 (B)RCP 54" INV. OUT= 622.69 REMOVE AND REPLACE 6 rn 1 (C)RCP 18" INV. IN= 627.41 55 SY OF EXIST_ N (n J m 8823 IDLEWILD RD
CONCRETE DRIVEW AY C � m Z 8819 IDLEWILD RD
I Z I PROP YI 3212 BRAEWICK PL
II I I OOF018 6 RCP ` - CONCRETE SIDEWALK
1 II\ _ X Now OR FORMERLY o �m SEE AIL 4/S2 3. CONTRACTOR TO SUBMIT SEALED SHOP DRAWINGS FOR REINFORCED CONCRETE
,0 r I WITH PIPE CHARLOTTA R GRIFFIN I ELEV = 631.50 ) BOX CULVERT.
7 III NCDOT STD R �Q I 135-092-35
08393/ G 1 J� NV (186 RCP) = 627.Q�
840.72 I = DB 08393/PG 103 I
CATCH BASIN co 4. CONTRACTOR TO REMOVE AND REPLACE EXISTING DECK AS NEEDED. REPLACE
8819 IDLEWILD RD
15 MAPLE TOP RIM= 632.95
o BOTTOM GRATE= 632.30 PROP 11 LF OF � co EXISTING DECK WITH LIKE AND KIND.
leTOP GRATE= = 632.55 \ ��� \ \ \ \� \� ����� \ \\ x,18 RCP ®0.44%
+vwv?,c 2 _ _ _ � � INE CATCH B�s1N o `� , __ - - - - - l w000 pRAIN EASEMENT � ME �' NTAL �IRAIL /Iy / 3 = 63 .09
4"E
- -E'er AS ° _e DOUBLE 4' & 3° BIRCH 3 BOTTOM TE = 32. 4 4' OAIN LINK S BLD SEE MB 20 PG 599 ♦ HE OR N SDE �� 4" M E �\ \ 640
ATGUM SDE TOP GRATE = 632. GTE DETAILS
- r \N�, (2' R OF M 1 ULAR BLOCK WALL
(A) 54" INV. IN = 22.98 NTAt -R W MDVE Sx SEES ET S1 FOR
„ X PR REMOEPLACE s E (IMF m p� 4" INV. OUT = 22.69 ° ° M L. ♦ \
/ LF 0 I RAIL FENCE
I- \ (IS
2" TO 4" ORNAMENTA ROW SO \\\ \ OSSFfS SECTIONS
10 638
EE SHEET 16 FOR
�6 s soar, -� s oAK BW 1 e e e e \ \� E`C
2 N e -I-- e 3 CEDAf V d�nn W CATCH BASIN ° Q \0
e 1 e TOP RIM = 632.98 8" ORNAMENTAL J' 10" \\ t� NOW OR FORMERLY
_ 9 e- e e e CO o PROP 10 LF OF ° 636
� �" •C' BOTTOM GRATE = 632.35 �J � ONyV 6, MARK F BEALL
e " I \ (A) 54" INV. IN 6= 624.27 0 \ CS
e N 12" RAPEMY TILE 2 } `18 RCP ®2.05% E S ` \ \ U' 135- 092 -02
PROP 8 DIP \ i NOW OR FORMERLY 0 > 3 633 (B) 54" INV. OUT = 624.23 5 ® \ �, WILD s 634
SANITARY SEWER \ PLAY �0 DB 07751 /PG 717
WITH STEEL ISA13ELLA J40RONIECKI �1 � -� ` l oc\ OUBLE 14' RRY � / o�, \ �\ \ kROUND � X3206 CROSS WINDS RD
ENCASEMENT N w, / i13 093 -87} 1 \ / / �+ ss� ��N BW 1 NOW OR FOR \ \ \ \\ „ A
DB 19719 PG 15 (A) RJ�c \ END: 0+35 / P E QUIP.
SEE SHEET U3 < \ / 15" CHERRY REMOVE AND REPLACE c sE \ ATHRYN A GIL \\ 632
\ 7" OA! 3212 BRAEWICK P L 62 LF OF 2' -0" () \ 135- 092 -33 �� y ° �\ HEAD LL
�- 17" ELM X \\
\ REMOVE EXIST c�nY I \ VALLEY GUTTER PER CLDSM °� (B) \ ( 09109/PG 81 �0 14' wE M \ 7 " \"\ �R�' ti� P = 631.48 e
(*16 5 BRAEWICK PL s
HEADWALL �' 10.176 AND 1.0.19 G \ \ E G �2 630
�' FOUNDATION PROTECTION \ ` G �� \ o l SEE NOTE 2 AND CONTRACT � 14" woo I \ VEABL ED FE w000 \ DOCUMENTS FOR DETAILS DoueLu< o"c = \ PROP 25 LF OF ELM \ D AND R� SHE ��F �y O \s cS 0 v 11 \ � w� I 18 RCP 0 0.99% I NTRACTOR 6 e �9 \\ x 8 P ' n 628
O 12" tihZAP MYRTLE "MAPLE S5� / \ \ \ SEE SHEET U3 FOR WATER '� �j� \ s0� 6" P P v ` `Y
G \ LINE RELOCATION PLAN 3 cD �, �o
50 N w000 17" OAK SSE �P REM D REPLACE c ��\ ss vA ) ` / �� y� \ �' 626
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\ SHED a 19 / / / \
58 SY OF ASPHALT � 2 0 � REMO AND R�PL�E 78 \ /
,a 551-: F
NOW OR FORMERLY Eo � 1 0 ���iii � \\ �- I \
\ / S -e2 PAVEMENT F \ \ / \ 9 BRADFORD PEAR LF OF � PRIVAC FENCE o �'o \ %C
MECKLENBURG COUNTY\ uA s OD 2 \ -9 Fs o� / % G 624
135- 093 -97 N SE R MVO S5� / SS MANHOLE \ O� /\ � "'0 o y(N� a \�� / / O
DB 05966 PG TOP RIM = 633.17 �L ] / / 16" MAPLE
/ N SSE SPN v1P� G SSA (A)INV IN = 626.97 s �O /� °
564 IDLEWILD RD P�gL�GN� OF / (B)INV IN = 627.37 �� o� G 622
N 15 DER Ft \G 600 I SSE C✓ (C)INV OUT = 626.86 \���\ L ��� V
N SE 0 PG / �vo�O �� G / r N 2 \PI s„ MIM
1 r 2 SSE C/ l oo 7 �AOY 620
\ Mg 8" MAPLE (,/ \ o !� 'rJ �� / 6 F EN R
\ N (BJ ss SEE SSE/ I \\ / / \ '� �f`�� / NOW OR FORMERLY `�6'- W000 Sp e
\ SS MA HOLE (A) I ® \ / pR�1E \\ �v�fsy ` G BETTY LEAN SHROPSH
TOP RI = 632.26 SSE \ cRE�E �\ \\ yon �J 135 - 092 -32 Q� e/ 618
(A)INV 1 =622. / c�`' / ooss G / \\ DB 10960/PG 876 20" PINE e
\ ( )INV o T 221 BRAEWICK PL R e - 637
(B )INV \ c /NOW OR FORRLY a-�_ 616
\ ` WOOD / 16" SWEET UM o \ I
DENNIS IANNONE
/ 135 - 092 -31 < F
DB 23347/PG 346 VBL. ` 614
` \\ / X3227 JQRA PL \ SHED \�� \ 11
612
NOW OR FORMERLY
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BACKFILL RECOMMENDATIONS. SOIL TEST BORING AND ROCK
PROBE LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. SEE
S &ME PROJECT NO. 1351 -10 -064.
2. CONTRACTOR TO INSTALL PERMANENT FOUNDATION PROTECTION
(SEE SPECIAL PROVISIONS FOR FOUNDATION PROTECTION
REQUIREMENTS) PRIOR TO EXCAVATION FOR THE FOLLOWING
BUILDINGS:
3206 CROSS WINDS ROAD
3212 CROSS WINDS ROAD
3215 CROSS WINDS ROAD
3221 CROSS WINDS ROAD
3. CONTRACTOR TO SUBMIT SEALED SHOP DRAWINGS FOR
REINFORCED CONCRETE BOXES AND PRE -CAST CONCRETE BENDS.
656 656
654 654
652 652
650 650
648 648
646 646
644 644
642 642
640 640
638 638
636 636
634 634
632 632
630 630
628 628
626 626
624 624
622 622
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J `LA`x� 0+ 0 S0 SC �--„"" 5 0+ / / SG SG � +5 G ss v P ss /R / w / i / / m m I a ` 25MSY OF EXIST PLACE
I I �` < '1 +00 -� o - / / 13 CONCRETE DRIVEWAY
1 1 13 ' -- ss 0 SEE NOTE 2
W ......
S
c [ -.. e} o' G ss/ REMOVE AND REPLACE
RC / VE= 273.0 G Ss / 17 SY OF EXIST sgu
G'' /GAS VAL- w 30 TREE
ss = _ _..... .... (ANTI / NEB G ss R� / CONCRETE DRIVEWAY SS MANHOLE
G� G - j / / / / I PROP 66 LF OF TOP RIM= 676.38
SS I^� (B) (A) G _ Gs = c L� ss 3 / / o 18" RCP ®1.2296 (A)INV IN= 674.38
/VV �s SS �Ss - Ste- S 05 S°v )R / / / / / z (B)INV IN= 671.48
- E ('IA/ - - - A� / /E / ET WIDENING m PROP 73 LF OF I (C)INV OUT= 669.53
/ E / V V _ - 5 SERE m 18" RCP ® 2.47%
VALLEY GROVE e / -E I E II F_ MB 14 PG 547
BEGIN: 0+00- - - SEE m
REMOVE AND REPLACE / oegGooD / I I PROP 74 LF OF I
15 SY OF EXIST z I / MAGNOLIA I I 18" RCP ® 2.42% I
' CONCRETE DRIVEWAY � D "
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{ TOP RIM= 670.76
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l
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NOW OR i /EPHRAIM B FORMERLY
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135- 06�L1�- � � / I \ � REMOVE AND REPLACE 135 - 061 -08
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)3 VALLEY . ROVE R TOP RIV--- 666.91 I I CONCRETE DRIVEWAY
/7 I (A)IN IN= 662.81/ 0 24 I w MICHAEL P DONNELLY 3301 VALLEY GROVE RD
(B V OUT-6y.71 I I w ~ D13 107792 /PG 924
/ 3309 VALLEY GROVE RD
z (� NOW OR FORMERLY
/ NOW OR FORMERLY I Q a- MEGHAN AND STEPHEN HARDESTY
DONNA S MCALISTER 135 - 061 -10
135 - 061 -11 I 9 m DB 20408/PG 201
DB 14668/PG 980 -;5-; _
: 3315 VALLEY GROVE RD
/ I / 3319 VALLEY GROVE RD I I Q Lo
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694
692
690
688
686
684
682
680
678
676
674
672
670
668
666
664
662
660
658
656
654
652
-0 +50 0 +00 0 +50 1 +00 1 +50 2 +00
VALLEY GROVE PROFILE
2 +50
3 +00
3 +50
4 +00
NOTES:
1. PLEASE REFER TO THE REPORT OF SUBSURFACE
INVESTIGATION PREPARED BY S &ME, INC. FOR
DEWATERING, PIPE BEDDING, AND BACKFILL
RECOMMENDATIONS. SOIL TEST BORING AND ROCK
PROBE LOCATIONS SHOWN ON PLANS ARE
APPROXIMATE. SEE S &ME PROJECT NO.
1351 -10 -064.
2. DRIVEWAY REPLACEMENT FOR 3301 VALLEY GROVE
ROAD SHALL EXTEND TO THE PREVIOUS SAWCUT
LINE APPROXIMATELY 20' FROM THE ROAD AND BE
PERPENDICULAR TO THE EDGE OF THE DRIVEWAY.
694
692
690
688
686
684
682
680
678
676
674
672
670
668
666
664
662
660
658
656
654
652
650
4 +50
Know what's below.
Call before . ou dig.
9
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NOT RELEASED FOR
CONSTRUCTION
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-0 +50 0 +00 0 +50 1 +00 1 +50 2 +00
VALLEY GROVE PROFILE
2 +50
3 +00
3 +50
4 +00
NOTES:
1. PLEASE REFER TO THE REPORT OF SUBSURFACE
INVESTIGATION PREPARED BY S &ME, INC. FOR
DEWATERING, PIPE BEDDING, AND BACKFILL
RECOMMENDATIONS. SOIL TEST BORING AND ROCK
PROBE LOCATIONS SHOWN ON PLANS ARE
APPROXIMATE. SEE S &ME PROJECT NO.
1351 -10 -064.
2. DRIVEWAY REPLACEMENT FOR 3301 VALLEY GROVE
ROAD SHALL EXTEND TO THE PREVIOUS SAWCUT
LINE APPROXIMATELY 20' FROM THE ROAD AND BE
PERPENDICULAR TO THE EDGE OF THE DRIVEWAY.
694
692
690
688
686
684
682
680
678
676
674
672
670
668
666
664
662
660
658
656
654
652
650
4 +50
Know what's below.
Call before . ou dig.
9
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NOT RELEASED FOR
CONSTRUCTION
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682
680
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676
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664
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652
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648
646
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REMOVE AND REPLACE
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(A)INV IN= 657.11
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1 10" PINE
I/
28" OAK
O
OW LANE
:4+43
NOW OR FORMERLY
KEE MARGARET T
135 - 063 -03
DB 09013/PG 704
3410 ARROW LN
_ TIE IN PROP 15" RCP
SEE DETAIL 1/S2
S A Nil TARY SEWER
0 +75 1 +00 1 +50 2 +00 2 +50 3 +00
ARROW LANE PROFILE
3 +50
4 +00
684
682
680
678
676
674
672
670
668
666
664
662
660
658
656
654
652
650
648
646
645
4 +50 4 +75
NOTES:
1. PLEASE REFER TO THE REPORT OF SUBSURFACE INVESTIGATION
PREPARED BY S &ME, INC. FOR DEWATERING, PIPE BEDDING, AND
BACKFILL RECOMMENDATIONS. SOIL TEST BORING AND ROCK
PROBE LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. SEE
S &ME PROJECT NO. 1351 -10 -064.
Know what's below.
Call before you dig.
- PRELIMINARY DESIGN -
NOT RELEASED FOR
CONSTRUCTION
0 5 10
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0 20 40
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- 13IAIV OUT= 663�58- 675 ---_ - -
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(A)INV IN= 663.24 - i SH
8" A 6" SWEETGUM
\(B)INV OUT= 663.14 PROP RIPRAP
16" OAK CLASS 1 / `�� 3 - -
0 - 530'X18'X24" 8" ASH
- - --
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\ / 9" CAK 0", 508 SUNFLOWER RD
Y `�F 1" CA (0 15',--'RCP
INV - 667.58
H Spy \ p� 12" EXIST BATCH BASIN
8" OAK TOP RIM = 673.94
F` / ! BOTTOM GRATE = 673.35
TOP GRATE = 673.60
12'I' PL
"x TOP
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A2 \ P/ To,- (B)15" RCP INV. OUT - 66'f94
4' PINE\� % 9' MAPLE
17- CA
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O_ o� _QHICKO�R - < �o TOP RIM = 674.32 A o /
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��21" / 'r 9" PINES (B�/)15 RCP INV. OU 670.32 - z2' MAPLE - o NOW OR FORMERLY + T AK r - 7" PINE" HANS FAASSEN /
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_ � 135 - 061 -14 � �\
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_ 8518 SUNFLOWER R s W SF1
OAK
V /
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/ / - - TOP RIM = 673.59
-� - -- -- OR FORMERLY F n\ BOTTOM GRATE = 673.00 / S
21 OAK - ANS FAASSEN & WIFE - - l` TOP GRATE = 673.20 (A)\
135 061 13 � (A)30" RCP INV. IN = 666.99
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8526 SUNFLOWE ` ' / EXIST CATCH BASIN
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P� Sc� BOTTOM GRATE = 673.77
^\ TOP RIM = 673.79 TOP GRATE = 674.00
V BOTTOM GRATE = 673.14
TOP GRATE = 673.18 (C)
(A)30" RCP INV. OUT = 667.93 6L
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O�SCP TOP RIM= 675.46
(A)INV IN= 669.66
(B)INV IN= 669.31
0��� (C)INV OUT= 669.21
�j C3 Q�
676
674
[:�f�a
M- 111l
668
666
664
662
660
NOTES:
1. PLEASE REFER TO THE REPORT OF SUBSURFACE INVESTIGATION
PREPARED BY S &ME, INC. FOR DEWATERING, PIPE BEDDING, AND
BACKFILL RECOMMENDATIONS. SOIL TEST BORING AND ROCK
PROBE LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. SEE
S &ME PROJECT NO. 1351 -10 -064.
2. EXISTING FENCES WITHIN THE TEMPORARY EASEMENT AREA
SHOULD BE REMOVED ONLY AS NEEDED FOR CONSTRUCTION.
FENCES ARE TO BE REPLACED BACK TO ORIGINAL LOCATION
UNLESS OTHERWISE NOTED. FENCES ALONG THE CHANNEL
SHOULD BE REPLACED ALONG THE TOP OF THE PROPOSED
CHANNEL BANK.
IA
IA
0 +05 0 +50 1 +00 1 +50
SF1 PROFILE
Know what's below.
0111 before you dig.
6f
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- PRELIMINARY DESIGN -
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CONSTRUCTION
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JONATHAN M EAVES 1_ 'Q47 AND 10.19 3 I I 4.12% BETTY JEAN MONTGOMERY \ 0 4 4 4�iAMPSHIRE DR 1 1 G 1
135 - 061 -39 34 W HAMP HI-F
135 - 061 -20 OP WATE NE SEE I I I DB 06134 PG 111
DB 23622 PG 791 PROP PIPE _
8�16� U F OWEL` R �� _ IS LET U5 I NCDOT STD I \ 3432 N MIRE R 0 000000 \ 37 PERMANENT STORM
PROP 18 LF OF
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p E ST CATCH ASIN EXIST C TCH BASIN �p \\ \ Abe —p — uE MOVE 60 LF TOP `AIM= 679.95 TOP RIM 680.04 \ VALLEY GUTTE� - - -L
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\ \ \ �6" TRIPL[ S 6{tMOf - �� E 67 4 68 3 CMP I BOTTOM GRATE- 67 .35 BOTTOM G ATE- 679_43 1 e 17" M -
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/ PROP 24 LF OF �B) 5 RCMP INV. OUT= 677.48 (11" M b�= 676.83
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39
/ NOW OR FORMERLY
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135- 061 -42
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\ SSX,m EXIS� HE WALL M 9" W LO \ END: 0+82 NATIONAL MEDICAL SERVICES
PROP 82 LF OF � TOP= .42 EXrST 4�"' C P 13k-064-25
60" RCP ® 7, M�GI 1," 76\5• 4 0�t2 \HICK tY DB 0 522/PG 449
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33 +00
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33 +50
70
34 +00 34 +50
35 +00
35 +50
36 +00
36 +50
700
698
696
694
692
690
688
686
684
682
680
678
676
674
672
670
668
666
-0 +25 0 +00 0 +50
NH 1 PROFILE
NOTES:
1. PLEASE REFER TO THE REPORT OF SUBSURFACE INVESTIGATION
PREPARED BY S &ME, INC. FOR DEWATERING, PIPE BEDDING, AND
BACKFILL RECOMMENDATIONS. SOIL TEST BORING AND ROCK
PROBE LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. SEE
S &ME PROJECT NO. 1351 -10 -064.
2. CONTRACTOR TO REMOVE AND GRID STUMPS OF 10" BRADFORD
PAIR AND 17" MAPLE LOCATED AT 3424 NEW HAMPSHIRE DRIVE.
PROFILES FOR ALIGNMENTS
NH 3, NH 4, 8c NH 5 ARE
SHOWN ON SHEET 11
PROP 24 LF OF
18" RCP
4.12%
STINGI 8"
672
-0 +25 0 +00 0 +50
670 NH 2 PROFILE
668
666
- PRELIMINARY DESIGN -
NOT RELEASED FOR
0 20 40
CONSTRUCTION Know what's below. Horizontal Scale: 1" = 20'
CaII before you dig.
700
698
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694
692
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686
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682
680
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676
674
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NOT RELEASED FOR
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CONSTRUCTION Know what's below. Horizontal Scale: 1" = 20'
CaII before you dig.
700
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674
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OW OR FORMERLY
JEROME BROOKS
135 - 064 -22
DB 07355/PG 181
3405 NEW HAMP /IR
FOUNDATION PROTECTION
SEE NOTE 2 AND
CONTRACT DOCUMENTS
FOR DETAILS
REMOVE AND REPLACE
151 SY OF CONCRETE
DRIVEWAY
, V* /e // / / X v2° O
REMOVE AND s1 49 / 1" OR
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ASPHALT PAVEMENT T RIM= 3.1 UCH \
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37 +00 37 +50 38 +00 38 +50 39 +00
MAIN ALIGNMENT
704
702
700
698
696
694
692
690
688 IN
W
686 Z
684 a W
682
680
W
W
678
676
674
672
670
668
666
710
708
706
704
702
700
698
696
694
692
690
688
686
684
682
680
678
676
674
672
700
698
696
694
692
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688
686
684
682
680
678
676
674
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670
668
666
664
662
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CLASS IV 18" RCP 0-
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NH 3 PROFILE
SEE SHEET 10
700
698
696
694
692
690
688
686
684
682
680
678
676
674
672
670
668
666
664
662
660
0 +45
700
698
696
694
692
690
688
686
684
682
680
678
676
674
672
670
668
666
664
662
mmmmm
704
94
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92
700
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88
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_____
_____
NOTES:
1. PLEASE REFER TO THE REPORT OF SUBSURFACE
INVESTIGATION PREPARED BY S &ME, INC. FOR
DEWATERING, PIPE BEDDING, AND BACKFILL
RECOMMENDATIONS. SOIL TEST BORING AND ROCK PROBE
LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. SEE
S &ME PROJECT NO. 1351 -10 -064.
2. CONTRACTOR TO INSTALL FOUNDATION PROTECTION (SEE
SPECIAL PROVISIONS FOR FOUNDATION PROTECTION
oo REQUIREMENTS) PRIOR TO EXCAVATION FOR THE
FOLLOWING BUILDINGS:
98 4401 NEW HAMPSHIRE DRIVE
96
704
702
700
698
696
694
692
690
688
686
684
682
680
678
676
674
672
6
0 7
6 0
-0 +10 0 +00 0 +40 -0 +10 0 +00 0 +40
NH 4 PROFILE NH 5 PROFILE
SEE SHEET 10 SEE SHEET 10
704
94
702
92
700
90
698
88
o ¢
696
86
694
84
Q
rn
692
82
690
80
688
78
686
76
684
74
682
72
680
70
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678
68
676
66
674
64
672
62
w
704
702
700
698
696
694
692
690
688
686
684
682
680
678
676
674
672
6
0 7
6 0
-0 +10 0 +00 0 +40 -0 +10 0 +00 0 +40
NH 4 PROFILE NH 5 PROFILE
SEE SHEET 10 SEE SHEET 10
-0 +25 0 +00
0 +50
NH 6 PROFILE
1+00
710
708
706
704
702
700
698
696
694
692
690
688
686
684
682
680
678
676
674
672
670
1 +50 1 +75
Know what's below.
Call before you dig.
- PRELIMINARY DESIGN -
NOT RELEASED FOR
CONSTRUCTION
0 5 10
Vertical Scale: 1" = 5'
0 20 40
Horizontal Scale: 1" = 20'
N
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11.11
U76
-0 +25 0 +00
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1+00
710
708
706
704
702
700
698
696
694
692
690
688
686
684
682
680
678
676
674
672
670
1 +50 1 +75
Know what's below.
Call before you dig.
- PRELIMINARY DESIGN -
NOT RELEASED FOR
CONSTRUCTION
0 5 10
Vertical Scale: 1" = 5'
0 20 40
Horizontal Scale: 1" = 20'
W
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SEE NOTE 2 AND
CONTRACT DOCUMENTS
cDETAILS
� "ASH
7" ASH REMOVE AND 5 ASH 7" c M
_ REPLACE 31 LF OF 6'
6g0, _ PRIVACY FENCE AND
GUM 15" CA j _690 FENCE
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M ` PRIVACY FENCE
696\
\ _ 13" 11�SH \
o E EE PROP 27 LF OF---,,,,,
s
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✓\� �- NOW OR FORMERLY
JOSEPH N TISSUE
135 - 051 -39
D 26 /PG 236
\ I 430 RINGTON LN
DRMERLY — \
ROSE \ \
1 -38
LPG 838 CATCH BASIN
JGTON \ `\ \ TOP RIM= 692.63
TOP GRATE= 692.31
� BOTTOM GRATE= 692.00
{ 4, \ (lA)24" RCP INV. IN= 686.61
i 13) ` (B 2 '.RCP INV. OUT= 686.48
REMOVE AND
REPLACE 12 SY OF
CONCRETE DRIVEWAY
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/
NOTES:
1. PLEASE REFER TO THE REPORT OF SUBSURFACE INVESTIGATION
PREPARED BY S &ME, INC. FOR DEWATERING, PIPE BEDDING, AND
BACKFILL RECOMMENDATIONS. SOIL TEST BORING AND ROCK
PROBE LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. SEE
S &ME PROJECT NO. 1351 -10 -064.
2. CONTRACTOR TO INSTALL FOUNDATION PROTECTION (SEE SPECIAL
PROVISIONS FOR FOUNDATION PROTECTION REQUIREMENTS) PRIOR
TO EXCAVATION FOR THE FOLLOWING BUILDINGS:
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135 - 051 -41
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/
NOTES:
1. PLEASE REFER TO THE REPORT OF SUBSURFACE INVESTIGATION
PREPARED BY S &ME, INC. FOR DEWATERING, PIPE BEDDING, AND
BACKFILL RECOMMENDATIONS. SOIL TEST BORING AND ROCK
PROBE LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. SEE
S &ME PROJECT NO. 1351 -10 -064.
2. CONTRACTOR TO INSTALL FOUNDATION PROTECTION (SEE SPECIAL
PROVISIONS FOR FOUNDATION PROTECTION REQUIREMENTS) PRIOR
TO EXCAVATION FOR THE FOLLOWING BUILDINGS:
4302 MORNINGTON LANE
4304 MORNINGTON LANE
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NOTES:
1. PLEASE REFER TO THE REPORT OF SUBSURFACE INVESTIGATION
PREPARED BY S &ME, INC. FOR DEWATERING, PIPE BEDDING, AND
BACKFILL RECOMMENDATIONS. SOIL TEST BORING AND ROCK
PROBE LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. SEE
S &ME PROJECT NO. 1351 -10 -064.
43 +00 43 +50 44 +00 44 +50 45 +00
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NOTES:
1. PLEASE REFER TO THE REPORT OF SUBSURFACE INVESTIGATION
PREPARED BY S &ME, INC. FOR DEWATERING, PIPE BEDDING, AND
BACKFILL RECOMMENDATIONS. SOIL TEST BORING AND ROCK
PROBE LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. SEE
S &ME PROJECT NO. 1351 -10 -064.
2. CONTRACTOR TO COORDINATE WITH PIEDMONT NATURAL GAS
PRIOR TO CONSTRUCTION REGARDING EXISTING GAS LINE TO
DETERMINE IF TEMPORARY RELOCATION WILL BE REQUIRED.
REMOVE AND
REPLACE 129 LF OF
2' -0" VALLEY GUTTER
PER CLDSM 10.178
REMOVE AND
REPLACE 122 LF OF
4' CONCRETE
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REMOVE AND
REPLACE 15 SY OF
CONCRETE DRIVEWAY
PER CLDSM 10.27
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9' �NE
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0111 before you dig.
- PRELIMINARY DESIGN -
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Know what's below.
0111 before you dig.
- PRELIMINARY DESIGN -
NOT RELEASED FOR
CONSTRUCTION
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Scientific Name
Common Name
Zone 1
Quercus phellos
Pillow Oak
Diospyros virginiana
Persimmon
Fraxinus
Green Ash
Carpinus caroliniana
Ironwood
Asimina triloba
Pawpaw
Staphylea trifolia
Bladdernut
Betula nigra
River Birch
Platanus occidentalis
Sycamore
Ain us serrulata
Tag Alder
Scientific Name
Common Name
Zone 1
Cephalanthus occidentalis
Button Bush
Itea virginica
Virginia willow
Viburnum dentatum var. lucidum
Southern arrowood
viburnum
Sambucus canadensis
Elderberry
Physocarpus opulifolius
Ninebark
Ilex verticilatta
Winterberry holly
Corpus amomum
Silky dogwood
Aronia arbutifolia
Red chokeberry
Viburnum dentatum var. lucidum
Southern arrowood
viburnum
Ilex verticilatta
Winterberry holly
Aronia arbutifolia
Red chokeberry
Symphoricarpos orbiculatus
Coral berry
Callicarpa americana
Beautyberry
0
12" MAX. OR TWO I O z_ �w to Q
NODULES EXPOSED o
CONSTRUCTION NOTES: \ / 1 0 w to a
1. INSTALL EROSION CONTROL MEASURES AND TREE PROTECTION AS SHOWN ON PLAN. THE \ ESTABLISHED PLANT SHOWN
CONTRACTOR MAY MODIFY OR RELOCATE EROSION CONTROL MEASURES TO MAKE ADJUSTMENTS / \ FOR INFORMATION ONLY
FOR UNFORESEEN FIELD CONDITIONS. ALL RELOCATION SHALL HAVE THE APPROVAL OF THE
ENGINEER. INSTALL SPLIT 2" x 4" x 30" DEAD STOUT
2. CLEAR AND GRUB AREA OF ALL TRASH AND EXOTIC /INVASIVE VEGETATION. o STAKES PER SPECIFICATIONS
3. APPROXIMATE STOCKPILE AREAS MAY BE RELOCATED OR ADJUSTED WITH THE APPROVAL OF THE
ENGINEER. C7
4. PRIOR TO ROUGH GRADING STREAM BANK, HARVEST AND STOCKPILE THE TOP 6 INCHES OF o. O U
TOPSOIL. 'F
5. WHEN GRADING PER DETAILS, OVER EXCAVATE BY 4 INCHES TO ALLOW FOR THE APPLICATION
OF STOCKPILED TOPSOIL. p. O
6. STABILIZE GRADED BANKS WITH SEED AND MULCH. \ BANKFULL
7. INSTALL EROSION CONTROL MAT PER MANUFACTURER'S INSTRUCTION. ELEVATION
8. INSTALL PLANTS AS DESCRIBED IN PLANTING NOTES ON THIS SHEET. \ o..0. V)
ALL PLANTING AREAS COIR FIBER \ � � MATTING z Q
EXISTING
EROSION CONTROL MATTING SHALL NOT BE CUT WITH PLANTING IMPLEMENTS. THE GROUND . P (/) w
SMALLEST OPENING NECESSARY TO ACCOMMODATE EACH PLANT SHALL BE CUT INTO THE �J
FABRIC USING A SHARP KNIFE OR SHEARS.
30" LIVE CUTTING W
PLANT ZONE 1 (DORMANT) a, NOTE: Q >
Y
PLANTS SHALL BE INSTALLED IN STAGGERED ROWS. PLANT SPACING FOR ZONE 1 SHALL IF USING WOVEN COIR A O
BE APPROXIMATELY EIGHT FEET (8.0') ON CENTER WITH A SPACING OF FOUR FET (4.0') FIBER MAT, INSTALL W
BETWEEN ROWS. AT LEAST 50 PERCENT OF ALL PLANTS USED SHALL BE FROM ONE LONG STRAW MULCH
GALLON OR LARGER CONTAINERS. AT LEAST 50 PERCENT OF PLANTS IN ZONE 1 SHALL BE BENEATH MAT. _
A SHRUB SPECIES. CONTRACTOR SHALL SHALL PICK 4 TYPES OF TREES AND 4 TYPES
OF SHRUBS FROM THE LISTS ABOVE. - PRELIMINARY DESIGN -
NOT RELEASED FOR
LIVE STAKING BANK STABILIZATION PLANTINGS CONSTRUCTION ro
D 1 NOT TO SCALE D 1 NOT TO SCALE
NOTES:
1. INSTALL LIVE STAKES EVERY 2 TO 3 FEET ON
A TRIANGULAR SPACING
2. DRIVE LIVE STAKES IN AT A RIGHT ANGLE TO
THE STREAM BANK USING A DEAD BLOW
HAMMER
w
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3. LIVE STAKES SHOULD BE DRIVEN DEEP /
U
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ENOUGH TO REACH THE GROUNDWATER
0 ¢
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" \
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x
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ra
LINER OVER SEED PER
SEEDING SCHEDULE \
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12" MAX. OR TWO I O z_ �w to Q
NODULES EXPOSED o
CONSTRUCTION NOTES: \ / 1 0 w to a
1. INSTALL EROSION CONTROL MEASURES AND TREE PROTECTION AS SHOWN ON PLAN. THE \ ESTABLISHED PLANT SHOWN
CONTRACTOR MAY MODIFY OR RELOCATE EROSION CONTROL MEASURES TO MAKE ADJUSTMENTS / \ FOR INFORMATION ONLY
FOR UNFORESEEN FIELD CONDITIONS. ALL RELOCATION SHALL HAVE THE APPROVAL OF THE
ENGINEER. INSTALL SPLIT 2" x 4" x 30" DEAD STOUT
2. CLEAR AND GRUB AREA OF ALL TRASH AND EXOTIC /INVASIVE VEGETATION. o STAKES PER SPECIFICATIONS
3. APPROXIMATE STOCKPILE AREAS MAY BE RELOCATED OR ADJUSTED WITH THE APPROVAL OF THE
ENGINEER. C7
4. PRIOR TO ROUGH GRADING STREAM BANK, HARVEST AND STOCKPILE THE TOP 6 INCHES OF o. O U
TOPSOIL. 'F
5. WHEN GRADING PER DETAILS, OVER EXCAVATE BY 4 INCHES TO ALLOW FOR THE APPLICATION
OF STOCKPILED TOPSOIL. p. O
6. STABILIZE GRADED BANKS WITH SEED AND MULCH. \ BANKFULL
7. INSTALL EROSION CONTROL MAT PER MANUFACTURER'S INSTRUCTION. ELEVATION
8. INSTALL PLANTS AS DESCRIBED IN PLANTING NOTES ON THIS SHEET. \ o..0. V)
ALL PLANTING AREAS COIR FIBER \ � � MATTING z Q
EXISTING
EROSION CONTROL MATTING SHALL NOT BE CUT WITH PLANTING IMPLEMENTS. THE GROUND . P (/) w
SMALLEST OPENING NECESSARY TO ACCOMMODATE EACH PLANT SHALL BE CUT INTO THE �J
FABRIC USING A SHARP KNIFE OR SHEARS.
30" LIVE CUTTING W
PLANT ZONE 1 (DORMANT) a, NOTE: Q >
Y
PLANTS SHALL BE INSTALLED IN STAGGERED ROWS. PLANT SPACING FOR ZONE 1 SHALL IF USING WOVEN COIR A O
BE APPROXIMATELY EIGHT FEET (8.0') ON CENTER WITH A SPACING OF FOUR FET (4.0') FIBER MAT, INSTALL W
BETWEEN ROWS. AT LEAST 50 PERCENT OF ALL PLANTS USED SHALL BE FROM ONE LONG STRAW MULCH
GALLON OR LARGER CONTAINERS. AT LEAST 50 PERCENT OF PLANTS IN ZONE 1 SHALL BE BENEATH MAT. _
A SHRUB SPECIES. CONTRACTOR SHALL SHALL PICK 4 TYPES OF TREES AND 4 TYPES
OF SHRUBS FROM THE LISTS ABOVE. - PRELIMINARY DESIGN -
NOT RELEASED FOR
LIVE STAKING BANK STABILIZATION PLANTINGS CONSTRUCTION ro
D 1 NOT TO SCALE D 1 NOT TO SCALE

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LBS /SY /INCH DEPTH.
0 8" BITUMINOUS CONCRETE INTERMEDIATE COURSE, TYPE 119.013 114
LBS /SY /INCH DEPTH TO BE PLACED IN TWO 4" LIFTS
PAVEMENT PATCHING DETAIL
F) NOT TO SCALE
CHANNEL DIMENSION AT RIFFLES
CULVERT
SHEET
Wb (bottom
width)
Wbkf (bankfull
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BANKFULL DEPTH
LN-c7u v G
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TYPE 2
FILTER ASS 1 RIP RAP
FABRIC 6' MINIMUM BOULDERS
FILL VOIDS
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PLAN VIEW
THIS SYMBOL DENOTES
CRITICAL ELEVATION ON
STRUCTURE. CHECK
DIMENSION AND CRITICAL
ELEVATION TABLE (ABOVE)
OR PROFILE FOR EXACT
ELEVATION
X"��Z
Y
3 PRIMARY ROCK DIMENSIONS:
X. LONGEST DIMENSION
Y. SHORTEST DIMENSION
Z. INTERMEDIATE DIMENSION
N
0
MATERIALS NOTES:
1. ROCKS MUST HAVE AN INTERMEDIATE DIAMETER (Z) OF AT LEAST 24"
FOR HEADERS AND 24 -30" FOR FOOTERS. SILL ROCKS SHALL HAVE AN
INTERMEDIATE DIAMETER OF AT LEAST 18 ". ALL ROCKS SHALL BE
APPROVED BY ENGINEER PRIOR TO INSTALLATION
2. WIDTH OF HEADER AND FOOTER ROCKS (X) MUST BE AT LEAST 36 ".
DEPTH OF HEADER AND FOOTER ROCKS (Y) MUST BE AT LEAST 24 ".
WIDTH AND DEPTH OF SILL ROCKS MUST BE AT LEAST 10 -12"
3. ROCKS SHALL BE COMPRISED OF ANGULAR, FLAT OR CUBED ROCK
OBTAINED FROM A SOURCE THAT IS APPROVED BY THE ENGINEER PRIOR
TO CONSTRUCTION
4. ROCK SHALL BE OF SUFFICIENT HARDNESS TO RESIST WEATHERING AND
SHALL BE FREE OF CRACKS AND OTHER STRUCTURAL FAULTS. IN NO
INSTANCE SHALL CONCRETE BE ALLOWED
5. FILTER FABRIC SHALL MEET SPECIFICATIONS FOR TYPE 2 NCDOT FILTER
FABRIC ACCORDING TO NCDOT STANDARD SPECIFICATION 1042 -2
A
C B C
G - (BANKFULL
ELEVATION
HEADER
ROCK
ELEVATION
AS SPECIFIED ON
PROFILE AND ABOVE
TABLE (TYP.)
FOOTER SEE MATERIAL
ROCK NOTES FOR
SECTION A -A ROCK SIZES
NON WOVEN TYPE II
FILTER FABRIC
(TYP. )
CONSTRUCTION NOTES:
1. DIG A TRENCH BELOW THE BED FOR FOOTER ROCKS AND PLACE
FILL ON UPSTREAM SIDE OF DROP STRUCTURE ARM, BETWEEN THE
ARM AND STREAM BANK
2. INSTALL FILTER FABRIC THE FULL LENGTH OF THE STRUCTURE
STARTING AT THE UPSTREAM END, AND THEN DOWNSTREAM PAST
THE LAST DROP STRUCTURE POOL TO A MINIMUM OF THREE FEET
3. PLACE FOOTER ROCKS FIRST AND THEN HEADER (TOP) ROCK.
FOOTER ROCKS SHALL BE FIRMLY KEYED INTO THE STREAMBED.
TOP OF HEADER CROSS ROCK(S) SHALL BE PLACED 0.2' ABOVE
PROPOSED STREAM BED ELEVATION WITH THE WEIR HEADER ROCK
PLACED AT PROPOSED STREAMBED ELEVATION
4. CONTINUE WITH STRUCTURE, FOLLOWING ANGLE AND SLOPE
SPECIFICATIONS
5. ROCKS SHALL BE PLACED IN A LINEAR FASHION, AND SHALL BE
PLACED WITH TIGHT, CONTINUOUS SURFACE CONTACT BETWEEN
ADJOINING ROCKS. ROCK SHALL BE PLACED SO AS TO HAVE NO
SIGNIFICANT GAP BETWEEN ADJOINING ROCKS. A COMPLETED ROCK
VANE ARM HAS A SMOOTH, CONTINUOUS FINISH GRADE RUNNING
IN AN UPSTREAM DIRECTION FROM THE BANKFULL ELEVATION TO
THE STREAMBED
6. KEY SILL ROCKS INTO THE BANK A MINIMUM OF 5'
7. USE COBBLE SUBSTRATE MATERIAL EXCAVATED FROM CHANNEL
BED TO FILL GAPS BETWEEN AND ON THE UPSTREAM SIDE OF
ROCKS AND TO LINE POOL BEDS. IF ADEQUATE SUBSTRATE
MATERIAL IS NOT AVAILABLE, USE A MIX OF CLASS A AND CLASS
B STONE. SEALING WEIR ROCK(S) IS CRITICAL TO SUCCESS OF
STRUCTURE
8. AFTER ALL HEADER AND FOOTER ROCKS HAVE BEEN PLACED, FILL
IN THE UPSTREAM SIDE OF THE STRUCTURE WITH SUBSTRATE
MATERIAL TO THE ELEVATION OF THE TOP OF THE HEADER ROCK
9. AFTER INSTALLATION OF ALL ROCK IS COMPLETE, CONTRACTOR
SHALL RESHAPE THE BANK SLOPES AND STREAM BED TO THE
SPECIFIED ELEVATIONS. ALL UNSUITABLE AND SURPLUS ROCK WILL
BE REMOVED FROM THE SITE
10. UPON COMPLETION OF THE ROCK VANE, THE CONTRACTOR SHALL
PLACE STABILIZING VEGETATION AS SHOWN IN THE PLANTING
PLAN
CENTERLINE OF
STREAMBED
TOP OF BANK
FLOW ►
HEADER ROCK
FOOTEF< rwl r\
L
SECTION C -C
LOCATION
MULTIPLE DROP ROCK A -VANE DIMENSIONS AND CRITICAL ELEVATIONS
STRUCTURE
REACH
STA
A (FT)
B (FT)
C (FT)
D (FT)
E°
F (FT)
G (FT)
H (FT)
I (FT)
J (FT)
K (FT)
L (FT)
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ROCK A -VANE DETAIL
CONSTRUCTED
POOL JUST
DOWNSTREAM OF
A -VANE ARM
CALLOUT DESIGNATIONS:
A. BANKFULL WIDTH
B. STREAMBED WIDTH
C. DISTANCE FROM BOTTOM OF BANK TO TOP
OF BANK
D. WEIR SPACING
E. ANGLE OF ARM TO BANK
F. LENGTH TO KEY SILL INTO BANK
G. BANKFULL ELEVATION
H. MAX POOL DEPTH
I. WEIR HEADER ELEVATION
J. WEIR DROP
K. DISTANCE FROM WEIR TO BED
L. LENGTH OF VANE ARM
M. INCLINE SLOPE OF VANE ARM
- PRELIMINARY DESIGN -
NOT RELEASED FOR
CONSTRUCTION
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NOTES:
1. ALL CONCRETE TO BE 3600 PSI; MORTAR JOINTS = 1/2" t1/8" THICK.
2. THE POURING OF BASE SLAB TO BE ACCOMPLISHED BY FORMING.
3. ALL YARD INLETS OVER 3' -6" IN DEPTH SHALL BE PROVIDED WITH STEPS AT 12" ON CENTER VERTICALLY.
4. CONCRETE BLOCK OR JUMBO BRICK WILL BE PERMITTED.
5. FOR 8' -0" IN DEPTH OR LESS USE 8" WALL. OVER 8' -0" IN DEPTH USE 12" WALL TO 6 FT. FROM TOP OF
WALL, AND 8" WALL FOR THE REMAINING 6 FT. OF WALL.
6. ALL PIPES IN YARD INLET STRUCTURE SHALL BE STRUCK EVEN WITH THE INSIDE WALL, GROUTED AND BRUSHED
SMOOTH
BAR SIZE
Ld (INCHES)
HOOK LEG
3
13
7
4
17
9
5
21
11
6
26
14
7
37
16
8
43
18
9
53
23
10
65
25
11
78
28
[EXISTING
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O
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NOT TO SCALE
W
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DEVELOPMENTAL LENGTH FOR STANDARD REINFORCING BARS NOT TO SCALE (,()D-
7. WEEP HOLES SHALL BE PLACED IN BACK WALL WITH FILTER FABRIC OR STONE ON BACK SIDE.
- PRELIMINARY DESIGN -
4 YARD K__5_- GENERAL STRUCTURAL DETAILS NOT RELEASED FOR _
NLET DETA L
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MANHOLE FRAME AND GRATE
PER NCDOT STD 840.54. SEE
PLAN SHEET 5 FOR FRAME
AND GRATE ELEVATIONS.
GROUT MASONRY
CHIMNEY AS REQUIRED
PROVIDE MASONRY
CHIMNEY AS REQUIRED
TOP / SLAB
603.00
8" CONCRETE MASONRY
UNIT BOND BEAM FILLED
W/ 3000 PSI PEA GRAVEL
GROUT & (2) # 5 ® BOTT.
#5 VERT. ® 0' -8"
O.C. - PROVIDE 2' -0"
90' HOOK ® TOP
FLEXIBLE SEAL TO BE USED
TO SEAL OPENING FOR STEEL
SLEEVE (TYP. BOTH SIDES)
APPROX ELEV - -
SEE NOTE
DOWEL ® EA. VERT - MATCH SIZE
AND SEE SCHEDULE FOR LAP ® TOP
& STD. 90' HOOK ® BOTT. (TYP.)
626.50
MANHOLE
O
SECTION 13-13 BAS•E PAD DETAILS ETE
P.
14' -4"
FRAME AND GRATE
OT STD 840.54. SEE
EET 5 FOR FRAME
,TE ELEVATIONS.
T MASONRY
JEY AS REQUIRED
PROVIDE MASONRY
CHIMNEY AS REQUIRED
JCRETE MASONRY
OND BEAM FILLED
D0 PSI PEA GRAVEL
& (2) # 5 ® BOTT.
F. @ 0' -8"
PROVIDE 2' -0"
IK ® TOP
CRETE
;Y UNIT
APPROX ELEV -
SEE NOTE
NOTE:
SEE SHEET U4 FOR PROPOSED SANITARY SEWER DETAILS. ELEVATIONS
OF 8" DIP PASSING THROUGH JUNCTION BOX WILL BE DEPENDANT ON
EXISTING ELEVATIONS FOUND IN THE FIELD DURING CONSTRUCTION.
#6 ® 1' -0" EA
i IA
17'
SECTION C- C
°-d
1' -4"
8" CONCRETE MASONRY
UNIT BOND BEAM FILLED
W/ 3000 PSI PEA GRAVEL
GROUT & (2) # 5 @ BOTT.
#5 VERT. @ 0' -8"
O.C. - PROVIDE 2' -0"
90' HOOK @ TOP
8" CONCRETE
MASONRY UNIT
(TYP.)
CUSTOM JUNCTION BOX WITH CATCH BASIN
SCALE: 1/2" = 1'
NV 626.50
8" CONCRETE MASONRY
UNIT BOND BEAM FILLED
W/ 3000 PSI PEA GRAVEL
r-,Doi IT R, 071 u r, a R(1TT
REF. NCDOT STD. 840.00
FOR CONCRETE BASE PAD
DETAILS (TYP.)
MANHOLE FRAME AND GRATE
PER NCDOT STD 840.54. SEE
PLAN SHEET 5 FOR FRAME
AND GRATE ELEVATIONS.
GROUT MASONRY
CHIMNEY AS REQUIRED
PROVIDE MASONRY
CHIMNEY AS REQUIRED
#6 ® 1' -0"
O.C. BOTT.
SECTION A- A
- PRELIMINARY DESIGN -
NOT RELEASED FOR
CONSTRUCTION
II IN
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8" CONCRETE MASONRY
UNIT BOND BEAM FILLED
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REF. NCDOT STD. 840.00
FOR CONCRETE BASE PAD
DETAILS (TYP.)
MANHOLE FRAME AND GRATE
PER NCDOT STD 840.54. SEE
PLAN SHEET 5 FOR FRAME
AND GRATE ELEVATIONS.
GROUT MASONRY
CHIMNEY AS REQUIRED
PROVIDE MASONRY
CHIMNEY AS REQUIRED
#6 ® 1' -0"
O.C. BOTT.
SECTION A- A
- PRELIMINARY DESIGN -
NOT RELEASED FOR
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PROVIDE MASONRY
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TOP / SLAB
678.32
#6 @ 1' -0" EA
WAY BOTT.
8" CONCRETE MASONRY
UNIT BOND BEAM FILLED DRAINAGE STRUCTURE
W/ 3000 PSI PEA GRAVEL STEPS NCDOT STD.
GROUT & (2) # 5 @ BOTT. DETAIL 840.66
d '
#5 VERT. @ 0' -8"
:.,
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REF. NCDOT STD.
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WAY,
840.00 FOR CONCRETE
TOP &BOTTOM
BASE PAD DETAILS
19' -6"
SECTION B -B
° T
8" CONCRETE MASONRY
UNIT BOND BEAM FILLED
W/ 3000 PSI PEA GRAVEL
GROUT & (2) # 5 @ BOTT.
#5 VERT. @ 0' -8"
O.C. - PROVIDE 2' -0"
90° HOOK @ TOP
PROP 18" RCP
FLOW
1' -4"
601 we I to] I womf
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DOWEL @ EA. VERT -
MATCH SIZE AND SEE
SCHEDULE FOR LAP @
TOP & STD. 90' HOOK @
BOTT. (TYP.)
ROVIDE MASONRY
HIMNEY AS REQUIRED
8" CONCRETE MASONRY
UNIT BOND BEAM FILLED
W/ 3000 PSI PEA GRAVEL
GROUT & (2) # 5 @ BOTT.
#5 VERT. @ 0' -8"
O.C. - PROVIDE 2' -0"
90° HOOK @ TOP
8" CONCRETE
MASONRY UNIT
(TYP.)
CUSTOM JUNCTION BOX WITH CATCH BASIN.
SCALE: 1/2" = 1'
�:)Lu i i UIN
SEE PLAN SHEET 5
FOR FRAME AND
GRATE ELEVATIONS
8" CONCRETE MASONRY
UNIT BOND BEAM FILLED
W/ 3000 PSI PEA GRAVEL
GROUT & (2) # 5 @ BOTT.
- PRELIMINARY DESIGN -
NOT RELEASED FOR
CONSTRUCTION
II IN
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VICINITY MAP
NTS
FLAGGING AS NEEDED PER
WATCH HANDBOOK FOR STREAM
BANK STABILIZATION ACCESS
HASE
'C4 -TC5
FLAGGING AS NEEDED PER
WATCH HANDBOOK FOR STREAM
BANK STABILIZATION ACCESS
•
CHARLOTTE_
ENGINEERING & PROPERTY
MANAGEMENT
Traffic Control Plans of Proposed
WISEMAN STORM WATER IMPROVEMENTS PROJECT
co
UH�Y o
q�S
VI
�P
4- 4
O
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PROJECT NUMBER: 671 -OS -709
LOCATION MAP
NTS
PHASE
TC3
MISSION HILLS
PHASE V
TC4
S
UH�o�R
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0
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PHASE
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60
A
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LEGEND
TRAFFIC CONTROL DEVICES
%.MVA:.
IVAVAVAT,
MAMMA
........
1
•
WORK AREA /LANE CLOSURES
TYPE I BARRICADE
TYPE II
TYPE III
CONE
DRUM
FLAGGER
BARRICADE
M \ 194,21 1
STATIONARY OR PORTABLE SIGN
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EROSION CONTROL NOTES:
IN GENERAL, CONSTRUCTION SHALL PROCEED FROM AN UPSTREAM TO DOWNSTREAM DIRECTION.
15.
1. REFER TO GENERAL NOTES ON SHEET 2.
EXCAVATION AND GRADING SHALL BE PERFORMED USING EQUIPMENT FROM OUTSIDE
OF THE EXISTING CHANNEL WHERE POSSIBLE. TEMPORARY
2. DISTURBED AREAS:
CROSSINGS WILL BE
USED AT LOCATIONS SPECIFIED ON THE PLANS. CROSSINGS MAY BE ADDED OR RELOCATED UPON APPROVAL FROM THE ENGINEER.
16.
STORM DRAINAGE IMPROVEMENTS
NOT COMPACT SOIL AROUND ROOTS OF TREES TO REMAIN, AND SHALL NOT DAMAGE
SUCH TREES IN ANY WAY.
17.
BRAEWICK PLACE
CHANNEL SHALL BE PERFORMED PRIOR TO INSTALLATION OF ROCK STRUCTURES AND
XX
AC
CROSS WINDS ROAD
APPROVAL OF THE ENGINEER ON ROUGH GRADING.
XX
AC
VALLEY GROVE ROAD
OF ROCK AND OTHER STRUCTURES, OBTAIN APPROVAL OF ENGINEER PRIOR TO FINE
XX
AC
NEW HAMPSHIRE DRIVE
BE REQUIRED TO COMPLETE THIS PROJECT SHALL NOT RELIEVE
XX
AC
MISSION HILLS ROAD
20.
XX
AC
ARROW LANE
0
XX
AC
TOTAL STORM DRAINAGE
XX
AC
STREAM BANK IMPROVEMENTS
w
REACH 4 - STATION (26 +60
- 29 +50)
XX
AC
REACH 5 - STATION (15 +80 -
20 +80)
XX
AC
REACH 5 - STATION (10 +80 -
12 +60)
XX
AC
REACH 6 - STATION (4 +55 -
6 +00)
XX
AC
TOTAL STREAM RESTORATION
aT+
XX
AC
TOTAL
a,-- 0N0 c
O 2 � (D
X AC
1. ALL AREAS DISTURBED BY THE CONTRACTORS SHALL BE SEEDED PER THE SPECIFICATIONS SHOWN BELOW:
2. MULCH: USE SPECIFIED EROSION CONTROL BLANKET TO COVER THE SIDE SLOPES OF THE CHANNEL. APPLY 3000 LB /ACRE GRAIN
STRAW AND ANCHOR STRAW ON ALL OTHER DISTURBED AREAS.
3. REVIEW CONSTRUCTION SEQUENCE FOR ADDITIONAL EROSION CONTROL MEASURES.
4. CONSTRUCTION ACCESS AREAS SHOWN ARE TO GUIDE CONTRACTOR DURING CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH
ENGINEER IF ALTERNATIVE CONSTRUCTION ACCESS ROUTES WILL IMPROVE EFFICIENCY OF CONSTRUCTION.
EROSION CONTROL:
1. INSTALL PERMANENT VEGETATIVE COVER AND THE LONG -TERM EROSION PROTECTION MEASURES OR STRUCTURES AS SOON AS
PRACTICAL IN THE CONSTRUCTION PROCESS. APPROPRIATE EROSION CONTROL MEASURES MUST BE PLACED BETWEEN THE
DISTURBED AREA AND AFFECTED WATERWAY AND MAINTAINED UNTIL PERMANENTLY VEGETATED.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL MEASURES RELATED TO THE CONSTRUCTION
SITE.
3. AT A MINIMUM, EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE STATE AND LOCAL
REGULATIONS. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY LOCAL GOVERNING AGENCIES.
4. CONTRACTOR MUST TAKE THE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD ONTO THE PAVED ROADWAY FROM
CONSTRUCTION AREAS. DAILY REMOVAL OF MUD /SOIL MAY BE REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
IMMEDIATE REMOVAL OF ANY SOIL TRACKED INTO THE PUBLIC RIGHT -OF -WAY.
5. THE LOCATIONS OF SOME EROSION CONTROL MEASURES MAY HAVE TO BE ALTERED FROM THOSE SHOWN ON THE PLANS IF
DRAINAGE PATTERNS CHANGE DURING CONSTRUCTION.
6. PROVIDE FOR HANDLING THE INCREASED RUNOFF CAUSED BY CHANGED SOIL AND SURFACE CONDITIONS. USE EFFECTIVE MEANS TO
CONSERVE EXISTING ON -SITE SOIL INCLUDING THE USE OF DIVERSION DITCHES.
7. ALL DISTURBED AREAS SHALL BE SEEDED. USE TEMPORARY PLANT COVER, MULCHING, AND /OR STRUCTURES TO CONTROL RUNOFF
AND PROTECT AREAS SUBJECT TO EROSION DURING CONSTRUCTION. CHANNEL BANKS SHALL BE SEEDED DAILY UPON COMPLETION
OF FINAL GRADING.
8. ALL SEDIMENT AND EROSION CONTROLS ARE TO BE INSPECTED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND AFTER ANY
STORM EVENT OF GREATER THAN 0.5 INCHES OF PRECIPITATION DURING ANY 24 -HOUR PERIOD. MAINTENANCE OF SEDIMENT
TRAPPING STRUCTURES SHALL BE PERFORMED AS NECESSARY PER THESE INSPECTIONS. SILT FENCING AND DIVERSION DITCHES
SHALL BE INSTALLED AS SHOWN ON EROSION CONTROL SHEETS.
9. STABILIZATION MEASURES SHALL BE INITIATED AT THE END OF EACH DAY IN PORTIONS OF THE SITE WHERE CONSTRUCTION
ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. EXCEPT WHERE CONSTRUCTION ACTIVITIES SHALL BE REINITIATED WITHIN
21 CALENDAR DAYS.
10. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION
OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE
REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND /OR OFFSITE SEDIMENTATION. CONTRACTOR SHALL REMOVE
ALL TEMPORARY CONTROL DEVICES ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. A MAXIMUM OF 1000 LINEAR
FEET OF STREAM MAY BE DISTURBED AT ANY ONE TIME.
11. SILT FENCING TO BE INSTALLED AROUND INDICATED SPOILS AREAS TO PREVENT LOSS OF SEDIMENT.
12. ASPHALT TACKIFIER SHALL NOT BE USED.
13. ALL NECESSARY MEASURES MUST BE TAKEN TO PREVENT OIL, TAR, TRASH, AND OTHER POLLUTANTS FROM ENTERING THE
ADJACENT OFFSITE AREAS.
14. CONSTRUCTION ACTIVITIES MUST AVOID TO THE GREATEST EXTENT PRACTICABLE, ENCROACHMENT INTO ANY WETLAND /STREAM
AREAS NOT DESIGNATED AS IMPACT AREAS.
15. ACTIVITIES MUST AVOID DISTURBANCE OF WOODY RIPARIAN VEGETATION WITHIN THE PROJECT AREA TO THE GREATEST EXTENT
PRACTICABLE. REMOVAL OF VEGETATION MUST BE LIMITED TO ONLY THAT NECESSARY FOR CONSTRUCTION OF THE CHANNEL.
i[: m► NZe7► �AI :1l1:4I_1 We] MTA0]is L11 Ile] ilk We] : 04107 ilk 6-1 1: iR011 Is] ilk ED] 21 :3:4 RATA 1 NMI :4 IT, IIa111:1
17. ANY GRADING BEYOND THE CONSTRUCTION LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE NORTH CAROLINA EROSION
CONTROL ORDINANCE, AND IS SUBJECT TO A FINE.
18. PLEASE REFERENCE PLAN SHEET DETAILS AND NCDENR STANDARDS FOR CONSTRUCTION OF EROSION CONTROL MEASURES.
VEGETATIVE PLAN:
1. EROSION CONTROL MEASURES SHALL BE PROPERLY MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED.
2. DISTURBED AREAS NOT AT FINAL GRADE, LEFT IDLE FOR TWO OR MORE WEEKS, SHALL BE TEMPORARILY VEGETATED. UPON
COMPLETION OF FINAL GRADING, PERMANENT VEGETATION SHALL BE ESTABLISHED WITHIN 15 WORKING DAYS OR 90 CALENDAR
DAYS (WHICHEVER IS SHORTER). SEEDING SHALL BE IN ACCORDANCE WITH DETAIL 1 ON SHEET EC3.
3. ALL OTHER DISTURBED AREAS WILL BE STABILIZED BY PERMANENTLY VEGETATING WITH SEED AND MULCH AS RECOMMENDED BY
THE PERMANENT SEEDING SPECIFICATIONS DUE TO THE RESTRAINTS ON THE LENGTH OF IMPROVEMENTS AND /OR DURATION OF
EXPOSED DISTURBED AREAS.
4. ONCE PERMANENT VEGETATION AND EROSION CONTROL MEASURES ARE ESTABLISHED, THE CONTRACTOR SHALL SCHEDULE A FINAL
INSPECTION IN ORDER TO OBTAIN A CERTIFICATE OF COMPLETION. AFTER APPROVAL, ALL REMAINING TEMPORARY EROSION
CONTROL MEASURES MAY BE REMOVED.
STREAM CONSTRUCTION NOTES:
1. OBTAIN EROSION CONTROL PERMIT FROM NCDENR - LAND QUALITY SECTION (704) 663 -1699 AND ALL OTHER APPROVALS
NECESSARY TO BEGIN AND COMPLETE THE PROJECT.
2. STABILIZED GRAVEL ENTRANCE /EXIT AT THE SITE SHALL BE INSTALLED AS SHOWN ON THE PLANS AND DETAILS. AFTER
ESTABLISHMENT OF THE CONSTRUCTION ENTRANCE /EXIT, ALL PERIMETER EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR
TO CLEARING AND GRUBBING.
3. ALSO PRIOR TO CLEARING AND GRUBBING /CONSTRUCTION, THE CONTRACTOR SHALL REQUEST AN ON -SITE INSPECTION. UPON
RECEIPT OF CERTIFICATE OF COMPLIANCE, GRUBBING /CONSTRUCTION MAY BEGIN. FAILURE TO SCHEDULE AN ON SITE MEETING WITH
THE CITY'S ENVIRONMENTAL COORDINATOR 48 HOURS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 18
OF THE CITY CODE AND IS SUBJECT TO A FINE.
4. PERFORM GRADING OPERATIONS IN A MANNER AND SEQUENCE SO AS TO REDUCE UNNECESSARY DISTURBANCE OF SURFACE
COVER.
5. FOR CONSTRUCTION OF CULVERT, FOLLOW PUMP AROUND SEQUENCE SHOWN ON DETAIL 2 /EC3.
6. CONDUCT PRE - CONSTRUCTION MEETING INCLUDING OWNER /ENGINEER, ASSOCIATED CONTRACTORS AND OTHER AFFECTED PARTIES
7. EROSION CONTROL MEASURES MAY BE PHASED -IN TO THOSE AREAS OF THE PROJECT CURRENTLY BEING WORKED ON. THE CONTRACTOR MAY MODIFY OR RELOCATE
EROSION CONTROL MEASURES TO MAKE ADJUSTMENTS FOR UNFORESEEN FIELD CONDITIONS SO LONG AS PROPER CONSTRUCTION IS MAINTAINED TO ENSURE THE INTEGRITY
AND USEFULNESS OF THE PROPOSED MEASURES. ALL RELOCATION SHALL HAVE THE APPROVAL OF THE ENGINEER. ALL DISTURBED AREAS ALONG CHANNEL BANKS SHALL
BE STABILIZED WITH TEMPORARY SEED AND MULCH AT THE END OF EACH DAY.
8. IF IT IS DETERMINED DURING THE COURSE OF CONSTRUCTION THAT SIGNIFICANT SEDIMENT IS LEAVING THE SITE (DESPITE THE PROPER IMPLEMENTATION AND MAINTENANCE
OF EROSION CONTROL MEASURES), THE PERSON RESPONSIBLE FOR THE LAND DISTURBING ACTIVITY IS OBLIGATED TO TAKE ADDITIONAL PROTECTIVE ACTION.
9. AT LOCATIONS IN WHICH THE STREAM CHANNEL IS BEING MODIFIED, TEMPORARY COFFER DAMS AND BYPASS PUMPING WILL BE USED TO DE -WATER THE WORK AREA.
10. WHEN THE TOE HAS BEEN SUFFICIENTLY STABILIZED TO RESTRAIN EROSION ALL TEMPORARY COFFER DAMS WILL BE REMOVED FROM THE ACTIVE STREAM CHANNEL AND
NORMAL FLOW RESTORED. ACCUMULATED SEDIMENT SHALL BE DISPOSED OF IN DESIGNATED SPOILS AREA PRIOR TO REMOVAL OF TEMPORARY COFFER DAM. ALL COFFER
DAMS AND BYPASS PUMPING EQUIPMENT SHALL BE REMOVED FROM THE STREAM AT THE END OF EACH DAY TO RESTORE NORMAL FLOW BACK TO THE CHANNEL.
11. THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE STABILIZED IN ONE WORKING DAY. RESTORATION MEASURES, SEEDING AND VEGETATION WILL BE
INSTALLED ALONG THE CHANNEL LENGTH AS WORK PROGRESSES.
12. ALL EXCAVATED MATERIAL MUST BE PLACED AT A MINIMUM OF 5 FT FROM CHANNEL. SILT FENCES MUST BE INSTALLED AROUND ALL STOCKPILE AREAS.
13. TEMPORARY AND PERMANENT STABILIZATION OF ALL DISTURBED GRASSED AREAS AT THE TOP OF THE CHANNEL BANKS WILL BE IN ACCORDANCE WITH THE SEEDING AND
MULCHING SPECIFICATION AS SHOWN ON VEGETATION PLAN.
14.
IN GENERAL, CONSTRUCTION SHALL PROCEED FROM AN UPSTREAM TO DOWNSTREAM DIRECTION.
15.
PROPOSED CHANNEL
EXCAVATION AND GRADING SHALL BE PERFORMED USING EQUIPMENT FROM OUTSIDE
OF THE EXISTING CHANNEL WHERE POSSIBLE. TEMPORARY
SEDIMENT FENCE (SILT FENCE)
CROSSINGS WILL BE
USED AT LOCATIONS SPECIFIED ON THE PLANS. CROSSINGS MAY BE ADDED OR RELOCATED UPON APPROVAL FROM THE ENGINEER.
16.
CONTRACTOR SHALL
NOT COMPACT SOIL AROUND ROOTS OF TREES TO REMAIN, AND SHALL NOT DAMAGE
SUCH TREES IN ANY WAY.
17.
ROUGH GRADING OF
CHANNEL SHALL BE PERFORMED PRIOR TO INSTALLATION OF ROCK STRUCTURES AND
FORD OR CULVERT CROSSINGS. PRIOR TO INSTALLING ROCK
STRUCTURES OBTAIN
APPROVAL OF THE ENGINEER ON ROUGH GRADING.
m
18.
UPON INSTALLATION
OF ROCK AND OTHER STRUCTURES, OBTAIN APPROVAL OF ENGINEER PRIOR TO FINE
GRADING.
19.
IT SHALL BE UNDERSTOOD THAT FAILURE TO SPECIFICALLY MENTION ANY WORK THAT WOULD NATURALLY
BE REQUIRED TO COMPLETE THIS PROJECT SHALL NOT RELIEVE
THE CONTRACTOR OF HIS RESPONSIBILITY TO PERFORM SUCH WORK.
®
20.
ESTABLISH RIPARIAN
VEGETATION AS SHOWN ON PLANS.
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MAINTENANCE PLAN:
1. ALL TEMPORARY EROSION CONTROL AND SEDIMENT CONTROL PRACTICES WILL BE INSTALLED AS NOTED ON THE EROSION CONTROL DETAILS.
2. ALL SEDIMENT AND EROSION CONTROL PRACTICES SHALL BE CHECKED FOR STABILITY AND OPERATION ON A WEEKLY BASIS AND FOLLOWING EVERY RUNOFF PRODUCING
RAINFALL EVENT. ANY REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN THE FUNCTION OF THE PRACTICE.
3. TRAPPED SEDIMENT SHALL BE PROPERLY REMOVED FROM THE UPSLOPE SIDE OF SEDIMENT FENCE WHEN SEDIMENT BUILDS UP TO A DEPTH OF 0.5 FEET. SEDIMENT FENCE
SHALL BE REPAIRED AS NECESSARY TO MAINTAIN ITS FUNCTION.
4. REFER TO DETAIL SHEETS EC & EC FOR ADDITIONAL MAINTENANCE NOTES ON EROSION CONTROL STRUCTURES.
LOD
LIMITS OF DISTURBANCE
TEMPORARY DIVERSION DITCH
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CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CHARLOTTE MECKLENBURG LAND
DEVELOPMENT AND /OR NCDOT STANDARD
SPECIFICATIONS.
- PRELIMINARY DESIGN -
NOT RELEASED FOR
CONSTRUCTION
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FLOW
F r CLASS A INTAKE HOSE NOTES:
STONE
Scientific Name
Common Name
SEEDING
MIXTURE
20 Ibs /acre of: SEE CHART
Bushy Broomsedge
SEEDING
OPTIMAL SEEDING MONTHS: NOVEMBER, FEBRUARY, OR MARCH
Sedge, Fringed
5%
DATES
Sedge, Shallow
5%
Carex stricta
Sedge, Tussock
5%
SEEDING
Temporary seeding will be required on all stream
25%
Eragrostis spectabila
Purple Lovegrass
restoration areas disturbed following all land
Muhlenbergia capillaris
Hairawn Muhly
5%
AMENDMENTS
disturbing activities.
10%
Panicum virgatum
Switchgrass
10%
All soil in planting areas shall be tested and the
Little Blue Stem
10%
Tripsacum dactyloides
Eastern Gamagrass
rate of fertilization and lining shall be in
®
4. THE PUMP - AROUND PUMP SHOULD ADEQUATELY CONVEY
TEMPORARY SEEDING
Total
accordance with the test results.
100%
MINIMUM 450 GALLONS / MINUTE
8 ALL WORK IN CHANNEL MUST BE COMPLETED BEFORE
► /
♦o..o..i4I
The planting of any species of fescue grass along
MPERVIOUS
5. PERFORMANCE q =450 GPM ONLY
TOP
o 0 0
or adjacent to streams and channels is prohibited
FOR STREAM BANK
DIKE 6. DIKE MUST BE CONSTRUCTED OF NON- ERODIBLE MATERIALS
STABILIZED REMOVING IMPERVIOUS DIKE.
=
unless otherwise approved by the Engineer.
MIN. 12-1/2 GA.
INTERMEDIATE
SUCH AS SANDBAGS SEE DETAIL 3/7.
POLYETHYLENE MEMBRANE ON
0 0 0
0 0
All areas shall be mulched for erosion control upon
rmmnWinn of on— tnirtinn artivitiec nr nc directed
1. LINE ALL CHANNEL BANKS WITH EROSION
CONTROL MATTING
Scientific Name
Common Name
Percent Mix
Andropogon glomeratus
Bushy Broomsedge
5%
Carex crinda
Sedge, Fringed
5%
Carex lurida
Sedge, Shallow
5%
Carex stricta
Sedge, Tussock
5%
Elymus virginicua
Virginia Wildrye
25%
Eragrostis spectabila
Purple Lovegrass
10%
Muhlenbergia capillaris
Hairawn Muhly
5%
Panicum clandestinum
Deertongue
10%
Panicum virgatum
Switchgrass
10%
Schizachyrium scoparium
Little Blue Stem
10%
Tripsacum dactyloides
Eastern Gamagrass
10%
®
4. THE PUMP - AROUND PUMP SHOULD ADEQUATELY CONVEY
TEMPORARY SEEDING
Total
M
100%
Seed Mix A — Winter (Select at least 2)
Scientific Name
PUMP AROUND I EXCAVATION SHALL BE PERFORMED ONLY IN DRY AND /OR
Seeding Rate
Echinochloafrumentacea
Japanese Millet
Apply at 25 lb /ac
PUMP ISOLATED SECTIONS OF CHANNEL.
Barley
Secale cereale
Winter Rye
Seed Mix B — Summer (Select at least 2)
2. IMPERVIOUS DIKES SHOULD BE USED TO ISOLATE WORK AREAS
Browntop Millet
Apply at 25 lb /ac
Pennisetum glaucum
Pearl Millet
WORK FROM STREAM FLOW.
German Foxtail Millet ( Foxtail
bristlegrass)
October through April Plant Winter Mix
February 15 through April Winter Mix and Replant with Summer Mix in May
May through September Plant Summer Mix
AREA 3. THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN
NOTE:
FILTER FABRIC
o
fertilizer.
DE- WATERING BE STABILIZED IN ONE WORKING DAY. A MAXIMUM OF 1000
CONTRACTOR SHALL FOLLOW CONSTRUCTION
11.
♦��....�
O
PUMP FEET MAY BE DISTURBED AT ANY ONE TIME.
SEQUENCE AS NOTED ON CONTRACT DRAWINGS.
II..b..4..
i1..►..o.♦
E
®
4. THE PUMP - AROUND PUMP SHOULD ADEQUATELY CONVEY
TEMPORARY SEEDING
AND MULCHING
M
B
MINIMUM 450 GALLONS / MINUTE
8 ALL WORK IN CHANNEL MUST BE COMPLETED BEFORE
► /
♦o..o..i4I
CL
MPERVIOUS
5. PERFORMANCE q =450 GPM ONLY
TOP
o 0 0
►..J►.♦
FOR STREAM BANK
DIKE 6. DIKE MUST BE CONSTRUCTED OF NON- ERODIBLE MATERIALS
STABILIZED REMOVING IMPERVIOUS DIKE.
=
R
MIN. 12-1/2 GA.
INTERMEDIATE
SUCH AS SANDBAGS SEE DETAIL 3/7.
POLYETHYLENE MEMBRANE ON
0 0 0
0 0
(SEASONAL)
1. LINE ALL CHANNEL BANKS WITH EROSION
CONTROL MATTING
FACE 20 MIL THICK 3'- 0» LEVEL WITH TOP OF
o 0
SEQUENCE OF CONSTRUCTION FOR TYPICAL PUMP AROUND
BANK OR AS
NECESSARY
0 t s Cri
++ O n O
c O a)
WIRES
NOTE:
Snrn InKI CLASS A DISCHARGE HOSE 1 CLASS AS RIP LIRAP BATI THE NDOW DOWNSTREAM EENDFOFLTHEING
A STONE
O
��J ♦♦ S o z cD
Seed Mix A — Winter (Select at least 2)
Scientific Name
Common Name
Seeding Rate
Echinochloafrumentacea
Japanese Millet
Apply at 25 lb /ac
Hordeum sp.
Barley
Secale cereale
Winter Rye
Seed Mix B — Summer (Select at least 2)
Panicum ramosum
Browntop Millet
Apply at 25 lb /ac
Pennisetum glaucum
Pearl Millet
Setaria italica
German Foxtail Millet ( Foxtail
bristlegrass)
October through April Plant Winter Mix
February 15 through April Winter Mix and Replant with Summer Mix in May
May through September Plant Summer Mix
July 15 through September Summer Mix and Replant with Winter Mix in October
SEEDING
MIXTURE
80 Ibs /acre of tall fesue
100 Ibs /acre tall fescue
(unscarified after August 15)
VUM10 I RGAIVI vlr,G FIRJ I.
OTHER NON- ERODIBLE MATERIAL
FALL: August 25 — October 15
SEEDING
Late winter. February 15 — April 15
Late winter: February 15 — April 15
O
N
a
add 50 Ibs /acre of annual Kobe lespedeza ■.
o
7. ONCE THE WORKING AREA IS COMPLETED, REMOVE ALL RIP
To extend spring seeding into June, add
DATES
15 Ibs /acre hulled Bermudagrass
15 Ibs /acre hulled Bermudagrass*
SEEDING
Apply lime and fertilizer per soil rests, or 4000
Apply lime and fertilizer per soil rests, or 4000
AMENDMENTS
Ibs /acre limestone and 1000 Ibs /acre 10 -10 -10
15' TO 20' RAP AND IMPERVIOUS DIKES AND STABILIZE DISTURBED AREAS
FILTER FABRIC
o
fertilizer.
L
11.
♦��....�
O
WITH SEED AND MULCH. WITH
II..b..4..
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O
TEMPORARY SEEDING
AND MULCHING
M
B
8 ALL WORK IN CHANNEL MUST BE COMPLETED BEFORE
► /
♦o..o..i4I
CL
NOTES
TOP
il.♦
►..J►.♦
FOR STREAM BANK
STABILIZATION
STABILIZED REMOVING IMPERVIOUS DIKE.
CREEK CROSSING - COFFER DAM
R
MIN. 12-1/2 GA.
INTERMEDIATE
STRUCTURAL
STONE
L,
(SEASONAL)
1. LINE ALL CHANNEL BANKS WITH EROSION
CONTROL MATTING
OUTFALL CLASS
(/) a_
WIRES
NOTE:
A STONE
A WA
C
FRONT VIEW
CONSTRUCTION
I I
�
f I
1
4 SILT FENCE
Q
GENERAL NOTES:
MAINTENANCE NOTES:
EC3 NOT TO SCALE
DOCUMENTS
v
w
EC3 NOT TO SCALE
FILTER FABRIC
w U
4.
p U
STRUCTURAL STONE SHALE BE (CLASS
3. PLACE SEED & LIGHT MULCH
W
8" OF CLASS A STONE
CONTROL PURPOSES,
4. INSTALL EROSION CONTROL MATTING OVER
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED
1. FILTER BARRIERS SHALL BE INSPECTED BY THE CONTRACTOR
Q
GENTLE SLOPES
STEEP SLOPES
1/4 ACRE AND NEVER IN AREAS OF CONCENTRATED FLOW.
IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
SEED & MULCH
c
n rein nr can T rr�inr �irrnr Tn nr Ti rn�irn i ini iii i
PRni nNGFn PAINFAI I ANY RFPAIRC mpmp'n CI-IAI I RF AAAnP'
SEDIMENT CONTROL
STONE SHALL BE N❑, 5
SILT BAG PROFILE
v
GRADE
III - III=
OR N❑, 57 ST ❑NE,
EROSION CONTROL
EXISTING CHANNEL
( FIBER M A TT N G)
2 PUMP AROUND
3 IMPERVIOUS DIKE
5
EC3 NOT TO SCALE
EC3 NOT TO SCALE
SEEDING
MIXTURE
80 Ibs /acre of tall fesue
100 Ibs /acre tall fescue
(unscarified after August 15)
I II
FALL: August 25 — October
FALL: August 25 — October 15
SEEDING
Late winter. February 15 — April 15
Late winter: February 15 — April 15
O
N
a
add 50 Ibs /acre of annual Kobe lespedeza ■.
o
To extend spring seeding into June, add
To extend spring seeding into June, add
DATES
15 Ibs /acre hulled Bermudagrass
15 Ibs /acre hulled Bermudagrass*
SEEDING
Apply lime and fertilizer per soil rests, or 4000
Apply lime and fertilizer per soil rests, or 4000
AMENDMENTS
Ibs /acre limestone and 1000 Ibs /acre 10 -10 -10
Ibs /acre limestone and 1000 Ibs /acre 10 -10 -10
N
1
fertilizer.
L
11.
♦��....�
O
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i1..►..o.♦
1
®
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TEMPORARY SEEDING
AND MULCHING
M
B
Q ••
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♦o..o..i4I
►..��....
NOTES
TOP
il.♦
►..J►.♦
FOR STREAM BANK
STABILIZATION
U
M :, ;. "1 VIEW
MIN. 12-1/2 GA.
INTERMEDIATE
STRUCTURAL
STONE
L,
(SEASONAL)
1. LINE ALL CHANNEL BANKS WITH EROSION
CONTROL MATTING
(/) a_
a
WIRES
NOTE:
A WA
OW
FRONT VIEW
CONSTRUCTION
I I
�
f I
1
4 SILT FENCE
GENERAL NOTES:
MAINTENANCE NOTES:
EC3 NOT TO SCALE
DOCUMENTS
v
w
EC3 NOT TO SCALE
w U
4.
p U
STRUCTURAL STONE SHALE BE (CLASS
3. PLACE SEED & LIGHT MULCH
W
STONE FOR ER❑SI ❑N
CONTROL PURPOSES,
4. INSTALL EROSION CONTROL MATTING OVER
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED
1. FILTER BARRIERS SHALL BE INSPECTED BY THE CONTRACTOR
Q
GENTLE SLOPES
STEEP SLOPES
1/4 ACRE AND NEVER IN AREAS OF CONCENTRATED FLOW.
IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
SEED & MULCH
c
n rein nr can T rr�inr �irrnr Tn nr Ti rn�irn i ini iii i
PRni nNGFn PAINFAI I ANY RFPAIRC mpmp'n CI-IAI I RF AAAnP'
SEDIMENT CONTROL
STONE SHALL BE N❑, 5
i
SEEDING
MIXTURE
80 Ibs /acre of tall fesue
100 Ibs /acre tall fescue
(unscarified after August 15)
I II
FALL: August 25 — October
FALL: August 25 — October 15
SEEDING
Late winter. February 15 — April 15
Late winter: February 15 — April 15
SEEDING
N
a
add 50 Ibs /acre of annual Kobe lespedeza ■.
o
To extend spring seeding into June, add
To extend spring seeding into June, add
DATES
15 Ibs /acre hulled Bermudagrass
15 Ibs /acre hulled Bermudagrass*
SEEDING
Apply lime and fertilizer per soil rests, or 4000
Apply lime and fertilizer per soil rests, or 4000
AMENDMENTS
Ibs /acre limestone and 1000 Ibs /acre 10 -10 -10
Ibs /acre limestone and 1000 Ibs /acre 10 -10 -10
N
fertilizer.
fertilizer.
NOTE 1 SILT FENCE
Ground Cover -- Wherever land disturbing activity is undertaken on a tract comprising more than one (1) acre, a ground
cover sufficient to restrain erosion must be planted or provided within 15 working days or 90 calendar days. SEDIMENT
CONTROL i f 1' - 6' MIN
NOTE 2 ST ❑NE KEY IN EROSION CONTROL >-
R' AAAX PROPOSED MATTING 0 8' BEYOND N
Graded slopes and fills -- Within 21 calendar days, or completion of any phase of grading, whichever period is shorter,
slopes shall be planted or otherwise provided with ground cover, devices, or structures sufficient to restrain erosion.
C PERMANENT SEEDING SCHEDULE MIN. 10 GA.
NOT FOR USE IN CHANNELS LINE WIRES
TEMPORARY SEEDING FOR WARM AND COOL SEASON
1- 1I1 -1I
EARLY SUMMER SEASON STEEP SLOPES
I
SEEDING
MIXTURE
40 Ibs /acre of German millet
80 Ibs /acre of tall fesue (NOT TEMPORARY)
120 Ibs /acre Rye (grain)
80 Ibs /acre tall fesue (NOT TEMPORARY)
I II
May 1 — August 15
October 25 — December 30
SEEDING
Refertilize if growth is not fully adequate.
Between December 30 — February 15,
DATES
N
a
add 50 Ibs /acre of annual Kobe lespedeza ■.
o
Apply 4000 Ibs /acre straw or equivalent
Apply 4000 Ibs /acre straw or equivalent
•
hydroseeding.
hydroseeding.
SEEDING
Apply lime and fertilizer per soil rests, or 2000
Apply lime and fertilizer per soil rests, or 2000
AMENDMENTS
Ibs /acre limestone and 750 Ibs /acre 10 -10 -10
Ibs /acre limestone and 750 Ibs /acre 10 -10 -10
N
fertilizer.
fertilizer.
I FLOW
T VARIABLE AS DIRECTED BY THE ENGINEER
T
I II
I.■■■■■■■■■■■■■I
TOP OF BANK
N
~
w
Ground Cover -- Wherever land disturbing activity is undertaken on a tract comprising more than one (1) acre, a ground
cover sufficient to restrain erosion must be planted or provided within 15 working days or 90 calendar days.
N
a
Ca
w
o
w
•
I II
I
CHANNEL
BOTTOM
II. ♦►..1
► ♦♦
U
phase grading, period
slopes shall be planted or otherwise provided with ground cover, devices, or structures sufficient to restrain erosion.
N
x
w
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NOTES
TOP
il.♦
►..J►.♦
SEEDING SCHEDULE
U
M :, ;. "1 VIEW
MIN. 12-1/2 GA.
INTERMEDIATE
STRUCTURAL
STONE
080 4
(SEASONAL)
1. LINE ALL CHANNEL BANKS WITH EROSION
CONTROL MATTING
(/) a_
a
WIRES
NOTE:
A WA
OW
FRONT VIEW
CONSTRUCTION
I I
�
f I
1
I FLOW
* DO NOT USE ON CHANNELS
NOTE 1
1 3 MAX
BANK KEY IN EROSION
CONTROL MATTING 0.8'
PROPOSED
TOP OF BANK
N
~
w
Ground Cover -- Wherever land disturbing activity is undertaken on a tract comprising more than one (1) acre, a ground
cover sufficient to restrain erosion must be planted or provided within 15 working days or 90 calendar days.
N
a
Ca
w
o
w
•
W U
I—
BEYOND TOP OF BANK
CHANNEL
BOTTOM
w
Z
U
phase grading, period
slopes shall be planted or otherwise provided with ground cover, devices, or structures sufficient to restrain erosion.
N
x
w
Ca
•
O
O
®
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x
M
z FILL SLOPE
Q ••
SIDE viEw
NOTES
TOP
SEEDING SCHEDULE
U
M :, ;. "1 VIEW
MIN. 12-1/2 GA.
INTERMEDIATE
STRUCTURAL
STONE
rn
(SEASONAL)
1. LINE ALL CHANNEL BANKS WITH EROSION
CONTROL MATTING
(/) a_
a
WIRES
NOTE:
NOT FOR USE IN CHANNELS
2. PREPARE SOIL FOR SEEDING PER CONTRACT
FRONT VIEW
CONSTRUCTION
4 SILT FENCE
'B')
SEEDING DETAILS
EC3 NOT TO SCALE
DOCUMENTS
w
EC3 NOT TO SCALE
w U
4.
p U
STRUCTURAL STONE SHALE BE (CLASS
3. PLACE SEED & LIGHT MULCH
W
STONE FOR ER❑SI ❑N
CONTROL PURPOSES,
4. INSTALL EROSION CONTROL MATTING OVER
Q
SEED & MULCH
SEDIMENT CONTROL
STONE SHALL BE N❑, 5
v
GRADE
III - III=
OR N❑, 57 ST ❑NE,
EROSION CONTROL
MATTING
( FIBER M A TT N G)
5
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o
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0
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I
a
* DO NOT USE ON CHANNELS
NOTE 1
- -- 11 1 V --
2'
STEEL POST
POST
Know what's below.
1—
Ground Cover -- Wherever land disturbing activity is undertaken on a tract comprising more than one (1) acre, a ground
cover sufficient to restrain erosion must be planted or provided within 15 working days or 90 calendar days.
O 6" MIN. COVER
Cal l before dig.
o
WOVEN WIRE FABRIC SILT FENCE
•
W U
I—
SILT FENCE
OVER SKIRT *
cV
you
w
SILT FENCE GEOTEXTILE FABRIC
phase grading, period
slopes shall be planted or otherwise provided with ground cover, devices, or structures sufficient to restrain erosion.
w
ANCHOR SKIRT AS
q4
•
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O
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Q ;
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Q ••
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TOP
SEEDING SCHEDULE
M :, ;. "1 VIEW
w
rn
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NOTE 1
GRADE
Know what's below.
1—
Ground Cover -- Wherever land disturbing activity is undertaken on a tract comprising more than one (1) acre, a ground
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O 6" MIN. COVER
Cal l before dig.
o
(0
NOTE 2
Graded slopes and fills -- Within 21 calendar days, or completion of any of whichever is shorter,
SILT FENCE
OVER SKIRT *
cV
you
w
<
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phase grading, period
slopes shall be planted or otherwise provided with ground cover, devices, or structures sufficient to restrain erosion.
ANCHOR SKIRT AS
O
DIRECTED BY ENGINEER *
Q ;
SIDE viEw
SEEDING SCHEDULE
- PRELIMINARY DESIGN-
w
(SEASONAL)
(/) a_
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1' - 6' MIN
NOT RELEASED FOR
NOT FOR USE IN CHANNELS
FRONT VIEW
CONSTRUCTION
4 SILT FENCE
SEEDING DETAILS
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1. PLEASE REFER TO THE REPORT OF SUBSURFACE INVESTIGATION
PREPARED BY S&ME, INC. FOR DEWATERING, PIPE BEDDING, AND
BACKFILL RECOMMENDATIONS. SOIL TEST BORING AND ROCK
PROBE LOCATIONS SHOWN ON PLANS ARE APPROXIMATE. SEE
S&ME PROJECT NO. X.
W� A
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4
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VICINITY MAP
NTS
INDEX OF SHEETS
SHEET
NO.
1
COVER SHEET
SHEET
N0.
2
PERMITS
SHEET
N0.
3
BRAEWICK PLACE
SHEET
N0.
4
CROSS WINDS RD
SHEET
N0.
5
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SHEET
N0.
6
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7
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8
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9
MORINGTON LN
NOTES:
1. CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH
CHARLOTTE — MECKLENBURG UTILITY DEPARTMENT STANDARD SPECIFICATIONS.
2. ALL CONTRACTORS WORKING ON CMUD PROJECTS ARE REQUIRED TO OWN A COPY OF
THE DESIGN MANUAL AND SHALL KEEP A COPY ON THE JOB SITE AT ALL TIMES.
3. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING ALL APPROPRIATE PARTIES AND
ASSURING THAT UTILITIES ARE LOCATED PRIOR TO THE COMMENCEMENT OF
CONSTRUCTION. CALL NC ONE CALL (PREVIOUSLY ULOCO) AT 1- 800 - 632 -4949 FOR
UTILITY LOCATING SERVICES 48 HOURS PRIOR TO COMMENCEMENT OF ANY WORK.
CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
4. IF THE PROPOSED WATER AND /OR SANITARY SEWER IS INSTALLED 12" WITHIN IN ANY
DIRECTION (VERTICALLY OR HORIZONTALLY) FROM GAS MAINS, THE CONTRACTOR SHALL
CALL PIEDMONT NATURAL GAS COMPANY AT 704 - 525 -5585 AND INFORM THEM.
5. SANITARY SEWER LATERAL ARE TO BE INSTALLED AT A DEPTH NO GREATER THAN (5)
FEET WHERE PRACTICAL AT THE PROPERTY LINE UNLESS INDICATED ON THE PLANS TO
BE INSTALLED AT "MINIMUM SLOPE ". THE CONTRACTOR SHALL COORDINATE WITH THE
DEVELOPER TO ENSURE THAT ALL LATERALS ARE ADEQUATE DEPTH TO BE
FUNCTIONAL FOR THE LOT IN QUESTION (i.e. BASEMENT LOTS, ETC.).
6. WATER MAINS SHALL HAVE A MINIMUM COVER OF AT LEAST 36 ".
7. DUCTILE IRON PIPE (RED BRASS FOR 2 " WATER PIPE) REQUIRED FOR BOTH WATER AND
SANITARY SEWER LINES ARE THE FOLLOWING CLEARANCES ARE NOT MET. WATER LINE
CROSSING UNDER SEWER LINE (FOR ANY CLEARANCE). 18" VERTICAL SEPARATION FOR
WATER LINE INSTALLED ABOVE SEWER LINE. (OR 18" VERTICAL SEPARATION IN
SEPARATE DITCHES). WATER LINES SHALL HAVE 112" CLEARANCE WITH STORM DRAINS,
GAS MAINS, TELEPHONE DUCTS, AND UNDERGROUND CABLES.
8. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING EXACT LOCATIONS OF SEWER AND
WATER SERVICE CONNECTIONS TO WKDICKSON, INC. FOR ASBUILT RECORDS.
9. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO
NCDOT AND CMUD STANDARDS.
10. SHORING SHALL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART
P, OR AS AMENDED.
11. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAGMEN, ETC. AS
NECESSARY TO INSURE THE SAFETY TO THE PUBLIC.
12. SIZE AND LOCATION OF EXISTING WATER AND SEWER LINES TO BE VERIFIED BY THE
CONTRACTOR.
13. THE CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND OR REPLACEMENT OF ANY
UTILITY DAMAGED DURING CONSTRUCTION. THE CONTRACTOR SHALL USE EXTREME
CARE WHEN WORKING NEAR ALL UNDERGROUND AND OVERHEAD UTILITIES.
DESIGN COMPANY: W.K. DICKSON
PLANS PREPARED BY: W.K. DICKSON
ADDRESS: 720 CORPORATE CENTER DRIVE
RALEIGH, NC 27607
PHONE: [phone]
DATE DESIGN COMPLETED: 6/2009
SURVEY COMPANY: W.K. DICKSON
SURVEYED BY: W.K. DICKSON
ADDRESS: 616 COLONNADE DRIVE
CHARLOTTE, NC 28205
PHONE: [phone]
DATE SURVEY COMPLETED: 4/2007
nI vI 1 niD R• -
ADDRESS: -
PHONE: -
CONTRACTOR: -
IKICPPrTnR• -
INSIDE CHARLOTTE: ( ) YES ( ) NO:
TOPO NO: -
WK
WDICKSON
community infrastructure consultants
NC Licence No. F -0374
720 CORPORATE CENTER DR.
RALEIGH, NC 27607
(919) 782 -0495
Office Locations:
North Carolina Georgia
South Carolina
7.HARLU`TTE ]OVIOND A
ZJTILITIE S
CHARLOTTE, NORTH CAROLINA
NGIN E RING DIVISION
SANITARY SEWER SYSTEM IMPROVEMENTS
0
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LOCATION MAP
NTS
Know what's below.
Call before you dig.
Existing Property Line .... ...............................
Maintained as R/W Line . ...............................
ExistingStructures .......... ...............................
Proposed Edge of Pavement ..........................
Fence................................. ...............................
Existing Public Drainage Easement .............
Temporary Construction Easement .............
PermanentDrainage Easement ....................
Permanent Conservation Easement .............
ExistingGas Line ............ ...............................
ExistingWater Line ........ ...............................
ExistingSanitary Sewer . ...............................
Existing Underground Telecommunications
Existing Underground Electric .....................
Centerlineof Channel ..... ...............................
ExistingStorm Drainage . ...............................
ProposedStorm Drainage ..............................
SS
UT
LIE
ProposedEndwall .................................................... ...............................
Existing Tree ............................................................ ...............................
N.C.R.L.S. (AS BUILT)
N.C.P.E.
WM
ExistingWater Meter .............................................. ...............................
❑
ExistingWater Valve .............................................. ...............................
WV
I<
ExistingGas Valve .................................................. ...............................
GV
I>4
-
O
Existing Sanitary Sewer Manhole .......................... ...............................
-
-
ProposedSanitary Sewer Manhole ........................ ...............................
ExistingStorm Drain Manhole .............................. ...............................
ExistingTelephone Manhole .................................. ...............................
O
Existing Electric Manhole ...................................... ...............................
O
ExistingCatch Basin ............................................... ...............................
8
ExistingLight Pole .................................................. ...............................
DATE AS BUILT: BY:
ExistingUtility Pole ................................................. ...............................
'a
GuyWire ................................................................ ...............................
IronPin ..................................................................... ...............................
0
ExistingFire Hydrant ............................................. ...............................
ProposedFire Hydrant ........................................... ...............................
ExistingYard Inlet ................................................... ...............................
0
TreeProtection .............................................. ...............................
ProposedWater Line ........ ............................... W W
ProposedSanitary Sewer . ...............................
-PRELIMINARY DESIGN-
NOT RELEASED FOR
APPROVALS (SEALS)
N.C.R.L.S. (AS BUILT)
N.C.P.E.
SUMMARY OF WATER MAINS & FIRE HYDRANTS
SIZE
LENGTH
SIZE
LENGTH
6"
-
-
2"
-
-
TOTAL NO. OF FIRE HYDRANTS: -
TOTAL NO. LOTS SERVED: -
PROJECT NAME: WISEMAN STORM WATER IMPROVEMENTS
WATERLINE RELOCATION
CHARLOTTE, NC
JOB NO: -
DATE OF ACTIVATION:
DATE AS BUILT: BY:
CONSTRUCTION
APPROVALS (SEALS)
N.C.R.L.S. (AS BUILT)
N.C.P.E.
SUMMARY OF SEWER MAINS & MANHOLES
SIZE
LENGTH
SIZE
LENGTH
g"
-
-
TOTAL NO. OF MANHOLES: 17
TOTAL NO. LOTS SERVED: -
PROJECT NAME: WISEMAND STORM WATER IMPROVEMENTS
SANITARY SEWER RELOCATION
CHARLOTTE, NC
JOB NO: -
DATE OF ACTIVATION:
DATE AS BUILT: BY:

12
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SANITARY SEWER AND WATER MAIN REPLACEMENT APPLICATIONS
APPLICATION FOR NON - DISCHARGE PERMIT
GRAVITY SEWER MAIN EXTENSION
CHARLOTTE- MECKLENBURG UTLITIES
PROJECT NAME WISEMAN STORM WATER IMPROVEMENTS PROJECT
CMUD PROJECT No.:
PROJECT TYPE: ❑ NEW CONSTRUCTION ❑X RELOCATION ❑ MODIFICATION OF PERMIT
No. ❑ OTHER
VOLUME OF WASTEWATER GENERATED BY THIS PROJECT: 0 GPD ADDITIONAL GALLONS PER DAY
BASED ON 190 gal. /day /single family household x households or
135 gal. /day /multi - family unit x units or is based on:
WASTEWATER TREATMENT PLANT receiving WASTEWATER:
❑X McALPINE CR. (NC0024970) ❑ IRWIN CR (NC0024945) ❑ McDOWELL CR (NC0036277)
❑ SUGAR CR. (NC0024937) ❑ MALLARD CR (NC0030210)
NATURE OF WASTEWATER 100 °
/o DOMESTIC %INDUSTRIAL
% COMMERCIAL % OTHER
ORIGIN OF WASTEWATER X SUBDIVISION ❑ COMMERCIAL
❑ SCHOOL ❑ INDUSTRIAL
❑ APARTMENTS /CONDO'S ❑ OTHER
LIST ANY PARAMETER AND ITS CONCENTRATION THAT WILL BE GREATER THAN DOMESTIC LEVELS:
IF WASTEWATER IS NON- DOMESTIC, DESCRIBE LEVEL OF PRETREATMENT:
IF PRETREATMENT IS REQUIRED, HAS ONE BEEN ISSUED ❑ YES ❑ NO
HAS ENGINEER DETERMINED THAT DOWNSTREAM SEWERS ARE CAPABLE TO HANDLE THIS FLOW?
X YES ❑ NO
PERMIT No. FOR SEWERS IMMEDIATELY DOWN STREAM
PIPE DIAMETER OF SEWERS IMMEDIATELY DOWNSTREAM 8"
HAS ENGINEER DETERMINED THAT NC DEM AND CMUD MINIMUM DESIGN STANDARDS ARE MET BY THIS
PROJECT? X YES ❑ NO
COMPLETE NAME AND ADDRESS OF ENGINEERING DESIGN FIRM
WK DICKSON
720 CORPORATE CENTER DRIVE
RALEIGH, NC 27607
TELEPHONE 919 - 782 - 0495
PROFESSIONAL ENGINEER'S CERTIFICATION
I,
SCOTT SIGMON, PE
, ATTEST THAT THIS APPLICATION FOR SEWER RELOCATION FOR THE
WISEMAN STORM WATER IMPROVEMENTS PROJECT
HAS BEEN REVIEWED BY ME AND IS ACCURATE AND COMPLETE TO THE
BEST OF MY KNOWLEDGE. I FURTHER ATTEST THAT TO THE BEST OF MY KNOWLEDGE THE PROPOSED
DESIGN HAS BEEN PREPARED IN ACCORDANCE WITH THE APPLICABLE REGULATIONS. ALTHOUGH
CERTAIN PORTIONS OF THIS SUBMITTAL PACKAGE MAY HAVE BEEN DEVELOPED BY OTHER PROFESSIONALS,
INCLUSION OF THESE MATERIALS UNDER MY SIGNATURE AND SEAL SIGNIFIES THAT I HAVE REVIEWED THIS
MATERIAL AND HAVE JUDGED IT TO BE CONSISTENT WITH THE PROPOSED DESIGN.
NORTH CAROLINA PROFESSIONAL ENGINEER'S SEAL, SIGNATURE, AND DATE:
CMUD PROJECT No.:
PLANT FLOW ALLOCATION RECORDED BY:
PERMIT APPROVED BY:
ISSUED:
BARRY D. SHEARIN, P.E., CHIEF ENGINEER
Know what's below.
0111 before you dig.
No. I Date I By
APPLICATION FOR PERMIT FOR WATER MAIN EXTENSION
PROJECT NAME WISEMAN STORM WATER IMPROVEMENTS PROJECT
CMUD PROJECT No.:
PROJECT DESCRIPTION: WATER RELOCATION FOR STORM DRAINAGE IMPROVEMENTS
DESIGNED BY: FIRM: WK DICKSON
ENGINEER. SCOTT SIGMON, PE
ADDRESS: 720 COPORATE CENTER DRIVE
RALEIGH, NC 27607
PHONE: [phone]
THIS APPLICATION IS MADE UNDER AND IN FULL ACCORD WITH THE PROVISIONS OF CHAPTER 130A -317 OF THE
NORTH CAROLINA GENERAL STATUTES, AND SUCH OTHER STATUTES AS RELATED TO PUBLIC WATER SYSTEMS.
CMUD HAS BEEN GRANTED AUTHORITY TO ISSUE PERMITS FOR EXTENSION OF WATER MAINS PURSUANT TO 15 A
NCAC 18C.1801. THE APPLICANT AGREES THAT NO SIGNIFICANT CHANGE OR DEVIATION FROM THE PLANS
AND SPECIFICATIONS APPROVED BY CMUD WILL BE MADE WITHOUT THE WRITTEN CONSENT AND APPROVAL OF
CMUD OR ITS AUTHORIZED REPRESENTATIVE. A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF
NORTH CAROLINA SHALL SUBMIT A STATEMENT REFLECTING THAT ADEQUATE OBSERVATIONS DURING AND UPON
COMPLETION OF CONSTRUCTION INDICATES THAT CONSTRUCTION WAS COMPLETED IN ACCORDANCE WITH
APPROVED PLANS AND SPECIFICATIONS.
PERMIT No.
APPROVED
CALL NC ONECALL\
BEFORE YOU DIG
T 'rn-
1- 800 - 632 -4949
,AVOID UTILITY DAMAGE,
DATE
5AfZ,1F,'T- ek�EA fN, FE_ Ck�fEF ENC3INEEF,
C�4,4�LCTTE MEC <LEN5L�f;;��G L�TILIT'T- 1)EF=4f;;;�T�_1ENT
5100 5 00 ek4ffR) E5LYI::)e
CIS ,4fRLOTTE, NORRTH C ,4fROLIN4 2x21&
CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CHARLOTTE MECKLENBURG UTILITY
DEPARTMENT STANDARD SPECIFICATIONS.
Revision
WKD - rev. version 1 on 4/08/02
-PRELIMINARY DESIGN-
NOT RELEASED FOR
CONSTRUCTION
Job No. File No. WISEMAN STORM WATER
PLAN
Scales IMPROVEMENTS PROJECT
—
PROFILE
Hor. - SANITARY SEWER & WATER MAIN
Vert.
PERMITS
As Built Date
Sheet Of
WKD RHN RHN SAS SAS 3/9/12
Surveyed By Designed By Drawn By Project —Engr Approved By Date U2 U9

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640
638
636
634
632
630
628
626
624
622
620
618
616
614
612
D
co IF9
SS
6 (c) (A)
SSL
W L
0
C)
REMOVE 40 LF
OF EXIST 8' SEWER_v C
PROP 40'
8" PC 350
1.
0 +00 0 +50 1+00 1+50
U — BRAEWICK PLACE SEWER PROFILE
SEE SHEET 4 FOR STORM SEWER IMPROVEMENTS
640
638
636
634
632
630
628
626
624
622
620
618
616
614
612
610
2 +00
650
648
646
644
642
640
638
636
634
632
630
628
626
624
622
0
0
o�
ft
PROP 8" WATER VALVE
BOX AND TRANSITION
COUPLING PER CMU STD 1
STA 1+23.14
PROP 8" WATER °
VALVE BOX
CMU STD 1
C
\ �0 GO'a,
1M
22.5' DUCTILE IRON
BENDS. ROUTE AS
REQUIRED (TYP)
EXIST WATER LINE
PROP TRANSITION
COUPLING
1 11�4 9 R
- - - - - -1
PROP WATER
VALVE BOX
CMU STD 1
INSTALL MECHANICAL
JOINT RESTRAINTS AT
ALL JOINTS (TYP)
0 +00 0 +50 1 +00
U — BRAEWICK PLACE WATER LINE PROFILE
NOTES:
1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHARLOTTE- MECKLENBURG UTILITY DEPARTMENT STANDARD
SPECIFICATIONS.
2. THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.
3. ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING STANDARDS PART 1926, SUBPART P, AS AMENDED
TO DATE,
4. ANY NECESSARY LANE CLOSURES SHALL FOLLOW GUIDELINES OUTLINED IN THE MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES AND /OR C.D.O.T. WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH).
5. IF THE PROPOSED SEWER MAIN IS INSTALLED WITHIN 12" IN ANY DIRECTION (VERTICALLY OR HORIZONTALLY) FROM
A GAS MAIN, THEN THE CONTRACTOR SHALL CALL THE APPROPRIATE GAS COMPANY AND INFORM THEM.
6. THE CONTRACTOR SHALL SEED AND MULCH AT THE END OF EACH DAY.
7. ALL WATER METERS, WATER LATERALS, SEWER CLEAN —OUTS, AND SEWER LATERALS ARE NOT SHOWN ON THE
PLANS. CONTRACTOR SHALL FIELD VERIFY LOCATIONS PRIOR TO CONSTRUCTION.
8. PLEASE REFER TO THE REPORT OF SUBSURFACE INVESTIGATION PREPARED BY S &ME, INC. FOR DEWATERING, PIPE
BEDDING, AND BACKFILL RECOMMENDATIONS. SOIL TEST BORING AND ROCK PROBE LOCATIONS SHOWN ON PLANS
ARE APPROXIMATE. SEE S &ME PROJECT NO. 1351 -10 -064.
9. CONTRACTOR SHALL RECONNECT ALL WATER SERVICE LATERALS TO PROPOSED WATER LINE PER CMU STD 17.
EXIST WATER LINE
TO BE REMOVED
TOP OF GROUND
INSTALL MECHANICAL
JOINT RESTRAINTS AT
ALL JOINTS (TYP)
GENERAL NOTES:
1. WHENEVER DEPTH OF COVER IS LESS THAN 24- INCHES, THE WATER
LINE MUST BE ENCASED IN CONCRETE PER CMU STANDARD 7.
2. DO NOT USE ANCHOR RINGS ON PVC, CIP OR AC PIPE.
INSTALL MECHANICAL
JOINT RESTRAINTS AT
ALL JOINTS (TYP)
PROP. DUCTILE IRON
PIPE, CLASS 350 (TYP)
PROP TRANSITION
COUPLING
PROP WATER
VALVE BOX
CMU STD 1
EXIST WATER LINE
CALL NC ONECALL
BEFORE YOU DIG
650 1 VERTICAL OFFSET FROM STORM DRAINAGE PIPE 1-800-632-4949 UUTILITY 0'rn-
1
648 U 3 NOT TO SCALE
646
644 CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CHARLOTTE MECKLENBURG UTILITY
642 DEPARTMENT STANDARD SPECIFICATIONS.
640
638
636
634
632
630
628
626
624
622
620
1+50 1+58
Know what's below.
0111 before you dig.
0 4 8
Vertical Scale: 1" = 4'
0 20 40
Horizontal Scale: 1" = 20'
-PRELIMINARY DESIGN-
CONSTRUCTION
PROP 40' OF
1.17%
_�_�
EXIST 8" VCP
TRANSITION C011121 INI,-.
TRANSITION COUPLING
CONCRETE PIER
0 LF OF 16"
ENCASEMENT PIPE
0 +00 0 +50 1+00 1+50
U — BRAEWICK PLACE SEWER PROFILE
SEE SHEET 4 FOR STORM SEWER IMPROVEMENTS
640
638
636
634
632
630
628
626
624
622
620
618
616
614
612
610
2 +00
650
648
646
644
642
640
638
636
634
632
630
628
626
624
622
0
0
o�
ft
PROP 8" WATER VALVE
BOX AND TRANSITION
COUPLING PER CMU STD 1
STA 1+23.14
PROP 8" WATER °
VALVE BOX
CMU STD 1
C
\ �0 GO'a,
1M
22.5' DUCTILE IRON
BENDS. ROUTE AS
REQUIRED (TYP)
EXIST WATER LINE
PROP TRANSITION
COUPLING
1 11�4 9 R
- - - - - -1
PROP WATER
VALVE BOX
CMU STD 1
INSTALL MECHANICAL
JOINT RESTRAINTS AT
ALL JOINTS (TYP)
0 +00 0 +50 1 +00
U — BRAEWICK PLACE WATER LINE PROFILE
NOTES:
1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHARLOTTE- MECKLENBURG UTILITY DEPARTMENT STANDARD
SPECIFICATIONS.
2. THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.
3. ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING STANDARDS PART 1926, SUBPART P, AS AMENDED
TO DATE,
4. ANY NECESSARY LANE CLOSURES SHALL FOLLOW GUIDELINES OUTLINED IN THE MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES AND /OR C.D.O.T. WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH).
5. IF THE PROPOSED SEWER MAIN IS INSTALLED WITHIN 12" IN ANY DIRECTION (VERTICALLY OR HORIZONTALLY) FROM
A GAS MAIN, THEN THE CONTRACTOR SHALL CALL THE APPROPRIATE GAS COMPANY AND INFORM THEM.
6. THE CONTRACTOR SHALL SEED AND MULCH AT THE END OF EACH DAY.
7. ALL WATER METERS, WATER LATERALS, SEWER CLEAN —OUTS, AND SEWER LATERALS ARE NOT SHOWN ON THE
PLANS. CONTRACTOR SHALL FIELD VERIFY LOCATIONS PRIOR TO CONSTRUCTION.
8. PLEASE REFER TO THE REPORT OF SUBSURFACE INVESTIGATION PREPARED BY S &ME, INC. FOR DEWATERING, PIPE
BEDDING, AND BACKFILL RECOMMENDATIONS. SOIL TEST BORING AND ROCK PROBE LOCATIONS SHOWN ON PLANS
ARE APPROXIMATE. SEE S &ME PROJECT NO. 1351 -10 -064.
9. CONTRACTOR SHALL RECONNECT ALL WATER SERVICE LATERALS TO PROPOSED WATER LINE PER CMU STD 17.
EXIST WATER LINE
TO BE REMOVED
TOP OF GROUND
INSTALL MECHANICAL
JOINT RESTRAINTS AT
ALL JOINTS (TYP)
GENERAL NOTES:
1. WHENEVER DEPTH OF COVER IS LESS THAN 24- INCHES, THE WATER
LINE MUST BE ENCASED IN CONCRETE PER CMU STANDARD 7.
2. DO NOT USE ANCHOR RINGS ON PVC, CIP OR AC PIPE.
INSTALL MECHANICAL
JOINT RESTRAINTS AT
ALL JOINTS (TYP)
PROP. DUCTILE IRON
PIPE, CLASS 350 (TYP)
PROP TRANSITION
COUPLING
PROP WATER
VALVE BOX
CMU STD 1
EXIST WATER LINE
CALL NC ONECALL
BEFORE YOU DIG
650 1 VERTICAL OFFSET FROM STORM DRAINAGE PIPE 1-800-632-4949 UUTILITY 0'rn-
1
648 U 3 NOT TO SCALE
646
644 CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CHARLOTTE MECKLENBURG UTILITY
642 DEPARTMENT STANDARD SPECIFICATIONS.
640
638
636
634
632
630
628
626
624
622
620
1+50 1+58
Know what's below.
0111 before you dig.
0 4 8
Vertical Scale: 1" = 4'
0 20 40
Horizontal Scale: 1" = 20'
-PRELIMINARY DESIGN-
CONSTRUCTION

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PROP 8" WATER VA1_YE
BOX AND TRANSITION
COUPLING PER2 D1
ST + j
PROP 2.5PDEG
HORIZONTALL B N WIT
RESTRAINED
STA 6.73
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D RAY POOLE & 1
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RD
45' DUCTILE IRON BENDS.
ROUTE AS REQUIRED
(TYP)
EXIST WATER LINE
PROP TRANSITION
COUPLING
PROP WATER
VALVE BOX
CMU STD 1
INSTALL MECHANICAL
JOINT RESTRAINTS AT
ALL JOINTS (TYP)
EXIST WATER LINE
TO BE REMOVED
-0 +25 0 +00 0 +50
1 +00
O
1 +50
U
— CROSS
WINDS
SEWER
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SEE DETAIL 1/U4
„
EXIST ..g
PROP
COUPLING
0 8 A TER VALVE
BOX AND TRANSITION
PER CMU ',STD 1
RCBC
SEE SHEET
5
��
EXIST 8 "VCP
PROP 8 ". WATER
CMU STD 1
VALVE BOX.
R
8 PC 350
DIP
-0 +25 0 +00 0 +50
1 +00
1 +50
U
— CROSS
WINDS
SEWER
PROFILE
654
652
650
648
646
644
642
640
638
636
634
632
630
628
626
624
622
620
2 +00 2 +25
652
650
648
646
644
642
640
638
636
634
632
630
628
626
624
622
620
NOTES:
1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHARLOTTE- MECKLENBURG UTILITY DEPARTMENT STANDARD
SPECIFICATIONS.
2. THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.
3. ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING STANDARDS PART 1926, SUBPART P, AS AMENDED
TO DATE,
4. ANY NECESSARY LANE CLOSURES SHALL FOLLOW GUIDELINES OUTLINED IN THE MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES AND /OR C.D.O.T. WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH).
5. IF THE PROPOSED SEWER MAIN IS INSTALLED WITHIN 12" IN ANY DIRECTION (VERTICALLY OR HORIZONTALLY) FROM
A GAS MAIN, THEN THE CONTRACTOR SHALL CALL THE APPROPRIATE GAS COMPANY AND INFORM THEM.
6. THE CONTRACTOR SHALL SEED AND MULCH AT THE END OF EACH DAY.
7. ALL WATER METERS, WATER LATERALS, SEWER CLEAN -OUTS, AND SEWER LATERALS ARE NOT SHOWN ON THE
PLANS. CONTRACTOR SHALL FIELD VERIFY LOCATIONS PRIOR TO CONSTRUCTION.
8. PLEASE REFER TO THE REPORT OF SUBSURFACE INVESTIGATION PREPARED BY S &ME, INC. FOR DEWATERING, PIPE
BEDDING, AND BACKFILL RECOMMENDATIONS. SOIL TEST BORING AND ROCK PROBE LOCATIONS SHOWN ON PLANS
ARE APPROXIMATE. SEE S &ME PROJECT NO. 1351 -10 -064.
9. CONTRACTOR SHALL RECONNECT ALL WATER SERVICE LATERALS TO PROPOSED WATER LINE PER CMU STD 17.
4't
GENERAL NOTES:
1. WHENEVER DEPTH OF COVER IS LESS THAN 24- INCHES, THE WATER
LINE MUST BE ENCASED IN CONCRETE PER CMU STANDARD 7.
2. DO NOT USE ANCHOR RINGS ON PVC, CIP OR AC PIPE.
HORIZONTAL OFFSET FROM STORM DRAINAGE
NOT TO SCALE
0 +00 0 +50 1 +00 1 +50 2 +00 2+
U — CROSS WINDS ROAD WATER LINE PROFILE
652
650
648
646
644
642
640
638
636
634
632
630
628
626
624
622
620
618
22.5' DUCTILE
IRON BEND
INSTALL MECHANICAL
JOINT RESTRAINTS AT
ALL JOINTS (TYP)
PROP. DUCTILE IRON
PIPE, CLASS 350 (TYP)
PROP TRANSITION
COUPLING
22.5' DUCTILE PROP WATER
IRON BEND VALVE BOX
CMU STD 1
EXIST WATER LINE
INSTALL MECHANICAL
JOINT RESTRAINTS AT
ALL JOINTS (TYP)
Know what's below.
0111 before you dig.
CALL NC ONECALL
BEFORE YOU DIG
T O'rn-
1- 800 - 632 -4949
,AVOID UTILITY DAMAGE,
CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CHARLOTTE MECKLENBURG UTILITY
DEPARTMENT STANDARD SPECIFICATIONS.
0 4 8
Vertical Scale: 1" = 4'
0 20 40
Horizontal Scale: 1" = 20'
-PRELIMINARY DESIGN-
NOT
RELEASED FOR
CONSTRUCTION
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PROP. 213 LF OF 8" PC
Dip
0-
0..
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0
Of N
H 0-NH
0.0!
w� crow
o' (n a-
Of N
Of (A
SEE DETAIL 1/U4
„
EXIST ..g
PROP
COUPLING
0 8 A TER VALVE
BOX AND TRANSITION
PER CMU ',STD 1
RCBC
SEE SHEET
5
STA 2+35.98
PROP 8 ". WATER
CMU STD 1
VALVE BOX.
SIA 0+227,94
0 +00 0 +50 1 +00 1 +50 2 +00 2+
U — CROSS WINDS ROAD WATER LINE PROFILE
652
650
648
646
644
642
640
638
636
634
632
630
628
626
624
622
620
618
22.5' DUCTILE
IRON BEND
INSTALL MECHANICAL
JOINT RESTRAINTS AT
ALL JOINTS (TYP)
PROP. DUCTILE IRON
PIPE, CLASS 350 (TYP)
PROP TRANSITION
COUPLING
22.5' DUCTILE PROP WATER
IRON BEND VALVE BOX
CMU STD 1
EXIST WATER LINE
INSTALL MECHANICAL
JOINT RESTRAINTS AT
ALL JOINTS (TYP)
Know what's below.
0111 before you dig.
CALL NC ONECALL
BEFORE YOU DIG
T O'rn-
1- 800 - 632 -4949
,AVOID UTILITY DAMAGE,
CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CHARLOTTE MECKLENBURG UTILITY
DEPARTMENT STANDARD SPECIFICATIONS.
0 4 8
Vertical Scale: 1" = 4'
0 20 40
Horizontal Scale: 1" = 20'
-PRELIMINARY DESIGN-
NOT
RELEASED FOR
CONSTRUCTION

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684
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678
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670
668
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PROP 40 LF OF 8" DIP
WATER LINE AND
TRANSITION COUPLINGS
MANTA}At.... EXL�......... �
TT �E6
TOP 1
.=..
1 PA 6 79,21
NV, SO 667,75
SS
NOTES:
IN
4 }'} D, C.' ­111 w. 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHARLOTTE- MECKLENBURG UTILITY DEPARTMENT STANDARD
} sE# C, _..r ff FO M RL SPECIFICATIONS.
C, ITRFA,� C
\ i \ " 2. THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.
IN
1 3 0., • 1R R
€ _�..�w, "*! `: '`� }` �i '` �` i Sew .i �sx} �aEav :tAr`,a:IFi �`t �.
I _ C, > 3. ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING STANDARDS PART 1926 SUBPART P AS AMENDED
IN
t ,
.. • -' ; i�, _- }.} TO DATE.
r`> 3t
' 4 ^.w�. „„...x::: �`, '' .., ,, , ''•, :..rv• '�. tas OR F(: ?R�#ERI...`�` s.,t4'',;k A,� t. {�'v °# ;�'�� f f"�, a , "� i cy.. #::�;3S # Sri, #�i # -I f €�". P�......
- K s c, , , ;�.. �. ��� .,i Z Ti P RIM= 5'2,80 � SS MANHOLE
F -i.) .RIti `'" "`" m :cvxu T IM�68 . 4. ANY NECESSARY LANE CLOSURES SHALL FOLLOW GUIDELINES OUTLINED I THE MANUAL OF UNIFORM TRAFFIC
36 • � . 'k.os, A� 1��� . �D N N N W N N N M N N M
r ? C .i .: fit. 38 ": ,'T T BO' 1, ` Vii .' � ,
(if O.R A � )INV IN= 676.9
y� r. i„t '.;' 3 ,, ^..'. ^. +, .P'F. A', i ..^...^ , , q'2 Y._i A) 5 :.r..µ, i�*rJ IN: : :: C}�i5. i.}x "¢, (A OUT=
676.83,,
�''',...; NOW i. R t.i�'fi�?t #ERLY `',,,.''`•�� i �'` D 06 m.,�t�, PG .36 \ � ''i 1,.••, i ?,.� 'srs.e�,.,. `�i (B)INV OUT 676.83 •,
} w } ! iv .... -~ CONTROL DEVICES AND /OR C.D.O.T. WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH).
TT' r ^ v PEP NV. OUT' 477.4 I ; MAP r w PROP MH Ru I , , L 1••N MO 1T�OME �� �;.. { AIAI �F � o1Riu D \ � � � �
NCDOT STD 1525.01 `
TA +4 1
RD 0 I,34/R1T 11" , _ ;�, \ x 5. IF THE PROPOSED SEWER MAIN IS INSTALLED WITHIN 12 IN ANY DIRECTION (VERTICALLY OR HORIZONTALLY) FROM
S 0 2.9 ww..Ss 37 1 REMOVE E EXIST
} m RIM = 680.00)' IRF ) M V w A GAS MAIN, THEN THE CONTRACTOR SHALL CALL THE APPROPRIATE GAS COMPANY AND INFORM THEM.
Q _ w 3 I SEWER MH
_.... x - INV OUT (8 DIP) - 673.74. T l .t..
w TE.. = 3 _w.. •• PROP MH
It = INV IN (8" DIP) = 674.04. 'i..S J, 5 PROP MH NCDOT STD 1525.01 X 6. THE CONTRACTOR SHALL SEED AND MULCH AT THE END OF EACH DAY.
}' f N INV IN (EXIST 8" VCP) = 674.03 3 t =5 NCDOT STD 1525.01 STA -3 +55.73: "_
3 ,c: _ B. I C' STA 2 +41.40# RIM = 682.84 x _
Fr }r• }t „ _ 7. ALL WATER METERS, WATER LATERALS, SEWER CLEAN OUTS, AND SEWER LATERALS ARE NOT SHOWN ON THE
� � 1 �X'u' CA --CH BASIS ;ExI�T �^.T�I -# u,^,�. €�# i RIM 1 r`'�...,... ,
O' LEI 6 95 TOP ?R 680 M 68 .25 ..,.. INV OUT (8 DIP) = 676.83
IOP ' , ass <` „4 PLANS. CONTRACTOR SHALL FIELD VERIFY LOCATIONS PRIOR TO CONSTRUCTION.
EtIiA 05"'79.66 F.� f .f { .... INV OUT (8 DIP) = 675.83w INV IN (8 DIP) = 677.03 s
x ? TT3:iV , AT:. :- r7E. 12 - 7 A� CA)
17- MAPLE � �
8 (At1,.•" RC }i IN`s'. (:; #.s: 67f.#.:X't )..- i } INV IN (8" DIP) = 676.02 ,
". REMOVE 101 LF i t
- ~' (B ) ' 8. PLEASE REFER TO THE REPORT OF SUBSURFACE INVESTIGATION PREPARED BY S &ME, INC. FOR DEWATERING, PIPE
:OF EXIST 8 SEWER
" m Z", BEDDING, AND BACKFILL RECOMMENDATIONS. SOIL TEST BORING AND ROCK PROBE LOCATIONS SHOWN ON PLANS
REMOVE 232 LF -,. ?
,
BRADFORD :PE � - � ARE APPROXIMATE. SEE S &ME PROJECT N0. 1351-10-064.
r
! PROP MH: 1
x OF EXIST 8" SEWER
';? _ NCDOT STD 1525.01 TOPMRIN =680.55 a B`�AD�t`RD PEAR 3 3�
I€ ... r STA 1+46.40 M f
(A)INV IN= 674.87 3
RIM = 680.41 t
i I - (B)INV OUT574.59i } , 1 f
INV OUT (8 DIP) = 675.06 3 l t3 3 }.. �1 rv4
�,
w
0 P 8 p ., P� p1P
S'tANH4LEm.,, s I INV IN (8" DIP) = 675.26, 3, v:7+ 1,. " pC 3 4 .# I--I
RIM= 6$0:03 „ S Q A , 4
IN= s74iD3 7" \P �O DIP' 3 , € #, ( iF N f
:' m ,
�V IN= 673':93 %
INV OUT = 673.73 \ 9 J 9 y \N y ,� 1
0 +50 "��`..,. � s�F.�:��L� PEAT � REMOVE EXIST � �,...� _ � r;.�w..� W ;/ '',;:,..,= ?'�s� {.
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SANITARY SEWER PROFILE
SEE SHEET 10 FOR STORM SEWER IMPROVEMENTS
706
704
702
700
698
696
694
692
690
688
686
684
682
680
678
676
674
672
670
668
666
Know what's below.
Call before you dig.
0 4 8
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Vertical Scale: 1" = 4'
0 20 40
EEEEEI
Horizontal Scale: 1" = 20'
CALL NC ONECALL-N
BEFORE YOU DIG
T 0'rn-
1- 800 - 632 -4949
,AVOID UTILITY DAMAGE,
CONSTRUCTION SHALL BE IN ACCORDANCE
W ITH CHARLOTTE MECKLENBURG UTILITY
DEPARTMENT STANDARD SPECIFICATIONS.
-PRELIMINARY DESIGN-
NOT RELEASED FOR
CONSTRUCTION

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4 +00 4 +50 5 +00 5 +50
NEW HAMPSHIRE DRIVE
SANITARY SEWER PROFILE
SEE SHEET 11 FOR STORM SEWER IMPROVEMENTS
6 +00
706
704
702
700
698
696
694
692
690
688
686
684
682
680
678
676
NOTES:
1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHARLOTTE- MECKLENBURG UTILITY DEPARTMENT STANDARD
SPECIFICATIONS.
2. THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.
3. ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING STANDARDS PART 1926, SUBPART P, AS AMENDED
TO DATE,
4. ANY NECESSARY LANE CLOSURES SHALL FOLLOW GUIDELINES OUTLINED IN THE MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES AND /OR C.D.O.T. WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH).
5. IF THE PROPOSED SEWER MAIN IS INSTALLED WITHIN 12" IN ANY DIRECTION (VERTICALLY OR HORIZONTALLY) FROM
A GAS MAIN, THEN THE CONTRACTOR SHALL CALL THE APPROPRIATE GAS COMPANY AND INFORM THEM.
6. THE CONTRACTOR SHALL SEED AND MULCH AT THE END OF EACH DAY.
7. ALL WATER METERS, WATER LATERALS, SEWER CLEAN -OUTS, AND SEWER LATERALS ARE NOT SHOWN ON THE
PLANS. CONTRACTOR SHALL FIELD VERIFY LOCATIONS PRIOR TO CONSTRUCTION.
8. PLEASE REFER TO THE REPORT OF SUBSURFACE INVESTIGATION PREPARED BY S &ME, INC. FOR DEWATERING, PIPE
BEDDING, AND BACKFILL RECOMMENDATIONS. SOIL TEST BORING AND ROCK PROBE LOCATIONS SHOWN ON PLANS
ARE APPROXIMATE. SEE S &ME PROJECT NO. 1351 -10 -064.
Know what's below.
0111 before you dig.
0 4 8
Vertical Scale: 1" = 4'
0 20 40
Horizontal Scale: 1" = 20'
7
f
CALL NC ONECALL-N
BEFORE YOU DIG
T 0 'rn-
1- 800 - 632 -4949
,AVOID UTILITY DAMAGE,
CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CHARLOTTE MECKLENBURG UTILITY
DEPARTMENT STANDARD SPECIFICATIONS.
-PRELIMINARY DESIGN-
NOT RELEASED FOR
CONSTRUCTION
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SANITARY SEWER PROFILE
SEE SHEET 11 FOR STORM SEWER IMPROVEMENTS
6 +00
706
704
702
700
698
696
694
692
690
688
686
684
682
680
678
676
NOTES:
1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHARLOTTE- MECKLENBURG UTILITY DEPARTMENT STANDARD
SPECIFICATIONS.
2. THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.
3. ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING STANDARDS PART 1926, SUBPART P, AS AMENDED
TO DATE,
4. ANY NECESSARY LANE CLOSURES SHALL FOLLOW GUIDELINES OUTLINED IN THE MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES AND /OR C.D.O.T. WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH).
5. IF THE PROPOSED SEWER MAIN IS INSTALLED WITHIN 12" IN ANY DIRECTION (VERTICALLY OR HORIZONTALLY) FROM
A GAS MAIN, THEN THE CONTRACTOR SHALL CALL THE APPROPRIATE GAS COMPANY AND INFORM THEM.
6. THE CONTRACTOR SHALL SEED AND MULCH AT THE END OF EACH DAY.
7. ALL WATER METERS, WATER LATERALS, SEWER CLEAN -OUTS, AND SEWER LATERALS ARE NOT SHOWN ON THE
PLANS. CONTRACTOR SHALL FIELD VERIFY LOCATIONS PRIOR TO CONSTRUCTION.
8. PLEASE REFER TO THE REPORT OF SUBSURFACE INVESTIGATION PREPARED BY S &ME, INC. FOR DEWATERING, PIPE
BEDDING, AND BACKFILL RECOMMENDATIONS. SOIL TEST BORING AND ROCK PROBE LOCATIONS SHOWN ON PLANS
ARE APPROXIMATE. SEE S &ME PROJECT NO. 1351 -10 -064.
Know what's below.
0111 before you dig.
0 4 8
Vertical Scale: 1" = 4'
0 20 40
Horizontal Scale: 1" = 20'
7
f
CALL NC ONECALL-N
BEFORE YOU DIG
T 0 'rn-
1- 800 - 632 -4949
,AVOID UTILITY DAMAGE,
CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CHARLOTTE MECKLENBURG UTILITY
DEPARTMENT STANDARD SPECIFICATIONS.
-PRELIMINARY DESIGN-
NOT RELEASED FOR
CONSTRUCTION
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NEW HAMPSHIRE DRIVE
SANITARY SEWER PROFILE
SEE SHEET 11 FOR STORM SEWER IMPROVEMENTS
6 +00
706
704
702
700
698
696
694
692
690
688
686
684
682
680
678
676
NOTES:
1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHARLOTTE- MECKLENBURG UTILITY DEPARTMENT STANDARD
SPECIFICATIONS.
2. THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.
3. ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING STANDARDS PART 1926, SUBPART P, AS AMENDED
TO DATE,
4. ANY NECESSARY LANE CLOSURES SHALL FOLLOW GUIDELINES OUTLINED IN THE MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES AND /OR C.D.O.T. WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH).
5. IF THE PROPOSED SEWER MAIN IS INSTALLED WITHIN 12" IN ANY DIRECTION (VERTICALLY OR HORIZONTALLY) FROM
A GAS MAIN, THEN THE CONTRACTOR SHALL CALL THE APPROPRIATE GAS COMPANY AND INFORM THEM.
6. THE CONTRACTOR SHALL SEED AND MULCH AT THE END OF EACH DAY.
7. ALL WATER METERS, WATER LATERALS, SEWER CLEAN -OUTS, AND SEWER LATERALS ARE NOT SHOWN ON THE
PLANS. CONTRACTOR SHALL FIELD VERIFY LOCATIONS PRIOR TO CONSTRUCTION.
8. PLEASE REFER TO THE REPORT OF SUBSURFACE INVESTIGATION PREPARED BY S &ME, INC. FOR DEWATERING, PIPE
BEDDING, AND BACKFILL RECOMMENDATIONS. SOIL TEST BORING AND ROCK PROBE LOCATIONS SHOWN ON PLANS
ARE APPROXIMATE. SEE S &ME PROJECT NO. 1351 -10 -064.
Know what's below.
0111 before you dig.
0 4 8
Vertical Scale: 1" = 4'
0 20 40
Horizontal Scale: 1" = 20'
7
f
CALL NC ONECALL-N
BEFORE YOU DIG
T 0 'rn-
1- 800 - 632 -4949
,AVOID UTILITY DAMAGE,
CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CHARLOTTE MECKLENBURG UTILITY
DEPARTMENT STANDARD SPECIFICATIONS.
-PRELIMINARY DESIGN-
NOT RELEASED FOR
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NEW HAMPSHIRE DRIVE
SANITARY SEWER PROFILE
SEE SHEET 11 FOR STORM SEWER IMPROVEMENTS
6 +00
706
704
702
700
698
696
694
692
690
688
686
684
682
680
678
676
NOTES:
1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHARLOTTE- MECKLENBURG UTILITY DEPARTMENT STANDARD
SPECIFICATIONS.
2. THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.
3. ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING STANDARDS PART 1926, SUBPART P, AS AMENDED
TO DATE,
4. ANY NECESSARY LANE CLOSURES SHALL FOLLOW GUIDELINES OUTLINED IN THE MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES AND /OR C.D.O.T. WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH).
5. IF THE PROPOSED SEWER MAIN IS INSTALLED WITHIN 12" IN ANY DIRECTION (VERTICALLY OR HORIZONTALLY) FROM
A GAS MAIN, THEN THE CONTRACTOR SHALL CALL THE APPROPRIATE GAS COMPANY AND INFORM THEM.
6. THE CONTRACTOR SHALL SEED AND MULCH AT THE END OF EACH DAY.
7. ALL WATER METERS, WATER LATERALS, SEWER CLEAN -OUTS, AND SEWER LATERALS ARE NOT SHOWN ON THE
PLANS. CONTRACTOR SHALL FIELD VERIFY LOCATIONS PRIOR TO CONSTRUCTION.
8. PLEASE REFER TO THE REPORT OF SUBSURFACE INVESTIGATION PREPARED BY S &ME, INC. FOR DEWATERING, PIPE
BEDDING, AND BACKFILL RECOMMENDATIONS. SOIL TEST BORING AND ROCK PROBE LOCATIONS SHOWN ON PLANS
ARE APPROXIMATE. SEE S &ME PROJECT NO. 1351 -10 -064.
Know what's below.
0111 before you dig.
0 4 8
Vertical Scale: 1" = 4'
0 20 40
Horizontal Scale: 1" = 20'
7
f
CALL NC ONECALL-N
BEFORE YOU DIG
T 0 'rn-
1- 800 - 632 -4949
,AVOID UTILITY DAMAGE,
CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CHARLOTTE MECKLENBURG UTILITY
DEPARTMENT STANDARD SPECIFICATIONS.
-PRELIMINARY DESIGN-
NOT RELEASED FOR
CONSTRUCTION

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SANITARY SEWER PROFILE
SEE SHEET 11 FOR STORM SEWER IMPROVEMENTS
1 +00
1 +50
NOTES:
1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHARLOTTE- MECKLENBURG UTILITY DEPARTMENT STANDARD
SPECIFICATIONS.
2. THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.
3. ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING STANDARDS PART 1926, SUBPART P, AS AMENDED
TO DATE,
4. ANY NECESSARY LANE CLOSURES SHALL FOLLOW GUIDELINES OUTLINED IN THE MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES AND /OR C.D.O.T. WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH).
5. IF THE PROPOSED SEWER MAIN IS INSTALLED WITHIN 12" IN ANY DIRECTION (VERTICALLY OR HORIZONTALLY) FROM
A GAS MAIN, THEN THE CONTRACTOR SHALL CALL THE APPROPRIATE GAS COMPANY AND INFORM THEM.
6. THE MULCH D OF EACH DAY. AND CONTRACTOR SHALL SEED AT THE E
N N M N
7. ALL WATER METERS, WATER LATERALS, SEWER CLEAN -OUTS, AND SEWER LATERALS ARE NOT SHOWN ON THE
PLANS. CONTRACTOR SHALL FIELD VERIFY LOCATIONS PRIOR TO CONSTRUCTION.
8. PLEASE REFER TO THE REPORT OF SUBSURFACE INVESTIGATION PREPARED BY S &ME, INC. FOR DEWATERING, PIPE
BEDDING, AND BACKFILL RECOMMENDATIONS. SOIL TEST BORING AND ROCK PROBE LOCATIONS SHOWN ON PLANS
ARE APPROXIMATE. SEE S &ME PROJECT NO. 1351 -10 -064.
9. CONTRACTOR SHALL RECONNECT ALL WATER SERVICE LATERALS TO PROPOSED WATER LINE PER CMU STD 17.
0 4 8
Vertical Scale: 1" = 4'
0 20 40
Horizontal Scale: 1" = 20'
CALL NC ONECALL-N
BEFORE YOU DIG
T 0 'rn-
1- 800 - 632 -4949
,AVOID UTILITY DAMAGE,
CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CHARLOTTE MECKLENBURG UTILITY
DEPARTMENT STANDARD SPECIFICATIONS.
-PRELIMINARY DESIGN-
NOT RELEASED FOR
CONSTRUCTION
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MORINGTON LANE
SANITARY SEWER PROFILE
SEE SHEET 11 FOR STORM SEWER IMPROVEMENTS
1 +00
1 +50
NOTES:
1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHARLOTTE- MECKLENBURG UTILITY DEPARTMENT STANDARD
SPECIFICATIONS.
2. THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.
3. ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING STANDARDS PART 1926, SUBPART P, AS AMENDED
TO DATE,
4. ANY NECESSARY LANE CLOSURES SHALL FOLLOW GUIDELINES OUTLINED IN THE MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES AND /OR C.D.O.T. WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH).
5. IF THE PROPOSED SEWER MAIN IS INSTALLED WITHIN 12" IN ANY DIRECTION (VERTICALLY OR HORIZONTALLY) FROM
A GAS MAIN, THEN THE CONTRACTOR SHALL CALL THE APPROPRIATE GAS COMPANY AND INFORM THEM.
6. THE MULCH D OF EACH DAY. AND CONTRACTOR SHALL SEED AT THE E
N N M N
7. ALL WATER METERS, WATER LATERALS, SEWER CLEAN -OUTS, AND SEWER LATERALS ARE NOT SHOWN ON THE
PLANS. CONTRACTOR SHALL FIELD VERIFY LOCATIONS PRIOR TO CONSTRUCTION.
8. PLEASE REFER TO THE REPORT OF SUBSURFACE INVESTIGATION PREPARED BY S &ME, INC. FOR DEWATERING, PIPE
BEDDING, AND BACKFILL RECOMMENDATIONS. SOIL TEST BORING AND ROCK PROBE LOCATIONS SHOWN ON PLANS
ARE APPROXIMATE. SEE S &ME PROJECT NO. 1351 -10 -064.
9. CONTRACTOR SHALL RECONNECT ALL WATER SERVICE LATERALS TO PROPOSED WATER LINE PER CMU STD 17.
0 4 8
Vertical Scale: 1" = 4'
0 20 40
Horizontal Scale: 1" = 20'
CALL NC ONECALL-N
BEFORE YOU DIG
T 0 'rn-
1- 800 - 632 -4949
,AVOID UTILITY DAMAGE,
CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CHARLOTTE MECKLENBURG UTILITY
DEPARTMENT STANDARD SPECIFICATIONS.
-PRELIMINARY DESIGN-
NOT RELEASED FOR
CONSTRUCTION

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IG w SS
SS
2 +50
3 +00
3 +50
U — MISSION HILLS SEWER PROFILE
4+00
s.
m
SEE SHEET 11 FOR STORM SEWER IMPROVEMENTS
4+50
NOTES:
1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHARLOTTE- MECKLENBURG UTILITY DEPARTMENT STANDARD
SPECIFICATIONS.
2. THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.
3. ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING STANDARDS PART 1926, SUBPART P, AS AMENDED
TO DATE,
4. ANY NECESSARY LANE CLOSURES SHALL FOLLOW GUIDELINES OUTLINED IN THE MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES AND /OR C.D.O.T. WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH).
5. IF THE PROPOSED SEWER MAIN IS INSTALLED WITHIN 12" IN ANY DIRECTION (VERTICALLY OR HORIZONTALLY) FROM
A GAS MAIN, THEN THE CONTRACTOR SHALL CALL THE APPROPRIATE GAS COMPANY AND INFORM THEM.
6. THE CONTRACTOR SHALL SEED AND MULCH AT THE END OF EACH DAY.
7. ALL WATER METERS, WATER LATERALS, SEWER CLEAN -OUTS, AND SEWER LATERALS ARE NOT SHOWN ON THE
PLANS. CONTRACTOR SHALL FIELD VERIFY LOCATIONS PRIOR TO CONSTRUCTION.
8. PLEASE REFER TO THE REPORT OF SUBSURFACE INVESTIGATION PREPARED BY S &ME, INC. FOR DEWATERING, PIPE
BEDDING, AND BACKFILL RECOMMENDATIONS. SOIL TEST BORING AND ROCK PROBE LOCATIONS SHOWN ON PLANS
ARE APPROXIMATE. SEE S &ME PROJECT NO. 1351 -10 -064.
9. CONTRACTOR SHALL RECONNECT ALL WATER SERVICE LATERALS TO PROPOSED WATER LINE PER CMU STD 17.
Know what's below.
Call before you dig.
0 4 8
Vertical Scale: 1" = 4'
0 20 40
Horizontal Scale: 1" = 20'
CALL NC ONECALL-N
BEFORE YOU DIG
T O'rn-
1- 800 - 632 -4949
,AVOID UTILITY DAMAGE,
CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CHARLOTTE MECKLENBURG UTILITY
DEPARTMENT STANDARD SPECIFICATIONS.
-PRELIMINARY DESIGN-
NOT RELEASED FOR
CONSTRUCTION
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2 +50
3 +00
3 +50
U — MISSION HILLS SEWER PROFILE
4+00
s.
m
SEE SHEET 11 FOR STORM SEWER IMPROVEMENTS
4+50
NOTES:
1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHARLOTTE- MECKLENBURG UTILITY DEPARTMENT STANDARD
SPECIFICATIONS.
2. THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.
3. ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING STANDARDS PART 1926, SUBPART P, AS AMENDED
TO DATE,
4. ANY NECESSARY LANE CLOSURES SHALL FOLLOW GUIDELINES OUTLINED IN THE MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES AND /OR C.D.O.T. WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH).
5. IF THE PROPOSED SEWER MAIN IS INSTALLED WITHIN 12" IN ANY DIRECTION (VERTICALLY OR HORIZONTALLY) FROM
A GAS MAIN, THEN THE CONTRACTOR SHALL CALL THE APPROPRIATE GAS COMPANY AND INFORM THEM.
6. THE CONTRACTOR SHALL SEED AND MULCH AT THE END OF EACH DAY.
7. ALL WATER METERS, WATER LATERALS, SEWER CLEAN -OUTS, AND SEWER LATERALS ARE NOT SHOWN ON THE
PLANS. CONTRACTOR SHALL FIELD VERIFY LOCATIONS PRIOR TO CONSTRUCTION.
8. PLEASE REFER TO THE REPORT OF SUBSURFACE INVESTIGATION PREPARED BY S &ME, INC. FOR DEWATERING, PIPE
BEDDING, AND BACKFILL RECOMMENDATIONS. SOIL TEST BORING AND ROCK PROBE LOCATIONS SHOWN ON PLANS
ARE APPROXIMATE. SEE S &ME PROJECT NO. 1351 -10 -064.
9. CONTRACTOR SHALL RECONNECT ALL WATER SERVICE LATERALS TO PROPOSED WATER LINE PER CMU STD 17.
Know what's below.
Call before you dig.
0 4 8
Vertical Scale: 1" = 4'
0 20 40
Horizontal Scale: 1" = 20'
CALL NC ONECALL-N
BEFORE YOU DIG
T O'rn-
1- 800 - 632 -4949
,AVOID UTILITY DAMAGE,
CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CHARLOTTE MECKLENBURG UTILITY
DEPARTMENT STANDARD SPECIFICATIONS.
-PRELIMINARY DESIGN-
NOT RELEASED FOR
CONSTRUCTION

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/ Ai s (D 0 STA 6 +22.38 /x
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718
716
714
712
710
708
706
704
702
700
698
696
694
692
690
688
686
684
682
680
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IF K FIAMME:; °['; i::1 i -A %OSF AN
DB 05758/PG 904
M RF =t „E SS MANHOLE
TOP RIM= 705.29
(A)INV IN= 698.39
(B)INV IN= 698.34
(C)INV our = 698.14
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jSU IV(AP }..s
TOP R M= 70 82
TOP GPAT 705,66
B0 TON1 GRATE-- 7{)5,19
(A)RC : 36 .tr#tra. IN . 699J'7C
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TOP GRATE —. 704,70
BOT.QM CRATIE= 704'.
(()RCP 15" INV. OUT-
jSU IV(AP }..s
TOP R M= 70 82
TOP GPAT 705,66
B0 TON1 GRATE-- 7{)5,19
(A)RC : 36 .tr#tra. IN . 699J'7C
(B)RCP 36 " INV, OUT— 699,71
\,. r`J 1A 13' MAPLE
o
'
5 +00
5 +50
6 +00
720
718
716
714
712
710
708
706
704
702
700
698
696
NOTES:
1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHARLOTTE- MECKLENBURG UTILITY DEPARTMENT STANDARD
SPECIFICATIONS.
2. THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.
3. ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING STANDARDS PART 1926, SUBPART P, AS AMENDED
TO DATE,
4. ANY NECESSARY LANE CLOSURES SHALL FOLLOW GUIDELINES OUTLINED IN THE MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES AND /OR C.D.O.T. WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH).
5. IF THE PROPOSED SEWER MAIN IS INSTALLED WITHIN 12” IN ANY DIRECTION (VERTICALLY OR HORIZONTALLY) FROM
A GAS MAIN, THEN THE CONTRACTOR SHALL CALL THE APPROPRIATE GAS COMPANY AND INFORM THEM.
6. THE CONTRACTOR SHALL SEED AND MULCH AT THE END OF EACH DAY.
7. ALL WATER METERS, WATER LATERALS, SEWER CLEAN —OUTS, AND SEWER LATERALS ARE NOT SHOWN ON THE
PLANS. CONTRACTOR SHALL FIELD VERIFY LOCATIONS PRIOR TO CONSTRUCTION.
8. PLEASE REFER TO THE REPORT OF SUBSURFACE INVESTIGATION PREPARED BY S &ME, INC. FOR DEWATERING, PIPE
BEDDING, AND BACKFILL RECOMMENDATIONS. SOIL TEST BORING AND ROCK PROBE LOCATIONS SHOWN ON PLANS
ARE APPROXIMATE. SEE S &ME PROJECT NO. 1351 -10 -064.
now what's below.
0111 before you dig.
694 0 4 8
Vertical Scale: 1" = 4-
692
690 0 20 40
Horizontal Scale: 1" = 20'
688
686
684
682
680
6 +50
MEAD OWDALE LANE
SANITARY SEWER PROFILE
SEE SHEET 11 FOR STORM SEWER IMPROVEMENTS
CALL NC ONECALL-N
BEFORE YOU DIG
T 0 'rn-
1- 800 - 632 -4949
,AVOID UTILITY DAMAGE,
CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CHARLOTTE MECKLENBURG UTILITY
DEPARTMENT STANDARD SPECIFICATIONS.
-PRELIMINARY DESIGN-.
NOT RELEASED FOR
CONSTRUCTION
(V
0)
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r) II
rn
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LO
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PROP 6' X 4''
RC13C SEE
ii /777/iii�.�iiii
iai
i%riiii�i iiii% %iii % %iiii %i %%
E—
8" PC
350 DIP
@
1.05
5 +00
5 +50
6 +00
720
718
716
714
712
710
708
706
704
702
700
698
696
NOTES:
1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHARLOTTE- MECKLENBURG UTILITY DEPARTMENT STANDARD
SPECIFICATIONS.
2. THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.
3. ALL SHORING SHALL BE IN ACCORDANCE TO OSHA TRENCHING STANDARDS PART 1926, SUBPART P, AS AMENDED
TO DATE,
4. ANY NECESSARY LANE CLOSURES SHALL FOLLOW GUIDELINES OUTLINED IN THE MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES AND /OR C.D.O.T. WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH).
5. IF THE PROPOSED SEWER MAIN IS INSTALLED WITHIN 12” IN ANY DIRECTION (VERTICALLY OR HORIZONTALLY) FROM
A GAS MAIN, THEN THE CONTRACTOR SHALL CALL THE APPROPRIATE GAS COMPANY AND INFORM THEM.
6. THE CONTRACTOR SHALL SEED AND MULCH AT THE END OF EACH DAY.
7. ALL WATER METERS, WATER LATERALS, SEWER CLEAN —OUTS, AND SEWER LATERALS ARE NOT SHOWN ON THE
PLANS. CONTRACTOR SHALL FIELD VERIFY LOCATIONS PRIOR TO CONSTRUCTION.
8. PLEASE REFER TO THE REPORT OF SUBSURFACE INVESTIGATION PREPARED BY S &ME, INC. FOR DEWATERING, PIPE
BEDDING, AND BACKFILL RECOMMENDATIONS. SOIL TEST BORING AND ROCK PROBE LOCATIONS SHOWN ON PLANS
ARE APPROXIMATE. SEE S &ME PROJECT NO. 1351 -10 -064.
now what's below.
0111 before you dig.
694 0 4 8
Vertical Scale: 1" = 4-
692
690 0 20 40
Horizontal Scale: 1" = 20'
688
686
684
682
680
6 +50
MEAD OWDALE LANE
SANITARY SEWER PROFILE
SEE SHEET 11 FOR STORM SEWER IMPROVEMENTS
CALL NC ONECALL-N
BEFORE YOU DIG
T 0 'rn-
1- 800 - 632 -4949
,AVOID UTILITY DAMAGE,
CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CHARLOTTE MECKLENBURG UTILITY
DEPARTMENT STANDARD SPECIFICATIONS.
-PRELIMINARY DESIGN-.
NOT RELEASED FOR
CONSTRUCTION