20191756 Ver 3_Certification of Completion_20220616

Staff Review
.............................................................................................
DWR Project #: * 20191756
Reviewer List*
Version: *
Doug Perez:eads\djperez
CERTIFICATION SUBMITTED ON 6/16/2022
3
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any
subsequent modifications, the applicant is required to submit it to the DWR 401 & Buffer Permitting Branch. This form
may be returned to DWR by the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to
send certificates from all of these.
Is this a Public Transportation Project?
USACE Permit#
DWR Project #: 191756
County: Mecklenburg
401 Water Quality Certification Issued Date:
Yes
No
6/7/2020
Applicant: Chuck Bliss
Project Name: Mallard Creek WRF Reuse Line
Supplemental Attachments:
Version: 3
Click the upload button or drag and drop files here to attach document
MALLARD REUSE PHASE 1 SIGNED
27.04MB
REC DWGS (2022-04-01).pdf
PDF only
Who will be submitting the Certification of Completion?
Applicant
Agent
Certified Professional
If the project was designed by a Certified Professional:
I, as a duly registered Professional in the State of North Carolina, having been authorized to observe (periodically, weekly,
full time) the construction of the project, for the Permitee hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built within
substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and
specifications, and other supporting materials.
Type of Registered Professional: Engineer

Registration #: 33749
By checking the box and signing box below, I certify that:
o I have given true, accurate, and complete information on this form;
o I agree that submission of the "Certificate of Completion" form is a "transaction" subject to Chapter 66, Article 40 of the
NC General Statutes (the "Uniform Electronic Transactions Act")
o I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes
(the "Uniform Electronic Transactions Act");
o I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written
signature; AND
• I intend to electronically sign and submit the "Certificate of Completion" form."
Printed Name: Matthew Buswell
Signature
G el*A-.) raeti.,re./e'

CHARLOTTE
WITER
WATER MAIN IVIPROVRVIE\TS
CHARLOTTE WATER PROJECT NO. CPM-40-14-008/2018000426/833-15
MECKLENBURG COUNTY, NORTH CAROLINA
A
PIPE INFORMATION:
MATERIAL: DIP
CLASS: PC 350 TR FLEX RJ
COATING: CEMENT MORTAR
MANUFACTURER: U.S. PIPE
VAULT INFORMATION:
MATERIAL: CONCRETE
MANUFACTURER: DELLINGER PRECAST
DESIGN COMPANY:
PLANS PREPARED BY: HAZEN AND SAWYER
LICENSE NO: C-0381
ADDRESS: 9101 SOUTHERN PINE BLVD., SUITE 250, CHARLOTTE, NC 28273
PHONE: [phone]
CONTACT: JAMES N. STRUVE
DATE DESIGN COMPLETED: FEBRUARY 2020
SURVEY COMPANY:
SURVEYED BY: SURVEY AND MAPPING CONTROL, INC
ADDRESS: 12727 DORMAN ROAD, PINEVILLE, NC 28134
PHONE: [phone]
DATE SURVEY COMPLETED: MAY 2019
CONTRACTOR:
BRS, INC.
ADDRESS: 208 N. HWY 49, RICHFIELD, NC 28137
PHONE: [phone]
DATE CONSTRUCTION COMPLETED: MARCH 2022
INSIDE CHARLOTTE: (J) YES ( ) NO:
TOPO NO:
1
C I�,
XT I S
U CC
SRF PROJECT NO.: CS370377-16
RECORD DRAWINGS
MARCH 2O22
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UNC
CHARLOTTE
VICINITY MAP
1 "=1000'
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513
RECORD DRAWINGS
THESE DRAWINGS HAVE BEEN MODIFIED TO REFLECT
FIELD CHANGES REPORTED BY THE CONTRACTOR
AND/OR ANOTHER PARTY, BUT HAVE NOT BEEN
VERIFIED BY THE CERTIFYING ENGINEER.
NOTICE:
THESE CONTRACT DRAWINGS HAVE BEEN
REVISED TO REFLECT CHANGES AND REVISIONS
INCLUDED IN ALL ADDENDA AND MAY NOT
REPRESENT THE CONTRACT DRAWINGS IN
CONTENT. THESE REVISED DOCUMENTS ARE
SOLELY FOR THE CONVENIENCE OF THE OWNER,
ENGINEER AND CONTRACTOR AND ARE NOT
WARRANTED TO BE COMPLETE AND ACCURATE
IN ALL RESPECTS.
REFERENCE SHALL ALWAYS BE MADE TO
ORIGINAL BID DOCUMENTS AND ADDENDA FOR
RESOLUTION ON CONFLICTS AND CLARIFICATIONS
MUNICIPALITY: CITY OF CHARLOTTE
NCDOT 16.1 ENCROACHMENT No. E102-060-18-00846
NCDOT 16.2 ENCROACHMENT No. E102-060-18-00847
NCDOT DRIVEWAY PERMIT No. 20-119—M TEMPORARY
DISTURBED AREA: 9.2 ACRES
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
APPROVALS (SEALS)
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9
33749
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N.C.P.E.
SUMMARY OF PIPE & AIR RELEASE VALVES
SIZE
LENGTH
SIZE
LENGTH
16"
10,256 LF
24"
295 LF
TOTAL NO. OF AIR RELEASE VALVES: — 6
TOTAL NO. LOTS SERVED: —
PROJECT NAME: MALLARD CREEK WRF REUSE LINE
EXTENSION TO UNCC
JOB NO: —
DATE OF ACTIVATION:
DATE AS BUILT: BY:
DRAWINGS
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1
29
PROPERTY OWNER LIST
NO.
OWNER(S)
TAX PARCEL
DEED BOOK AND PAGE
PROPERTY ADDRESS
1
HILL/GRAY SEVEN, LLC
051-032-08
DB: 22913 PG: 241
11310 N. TRYON ST.
2
200 PAVILION, LLC
051-032-07
DB: 30679 PG: 745
200 PAVILION BLVD.
3
PAVILION PARTNERS
c/o PACE ENTERTAINMENT CORP
051-032-33
DB: 8391 PG: 224
PAVILION BLVD.
4
MARTIN MARIETTA MATERIALS, INC.
051-033-06
DB:7667 PG:632
(OFF) STONE QUARRY ROAD
5
MARTIN MARIETTA MATERIALS, INC.
051-041-01
DB:7667 PG:632
575 E. MALLARD CREEK CHURCH RD.
6
WITHROW FAMILY TRUST
051-033-05A
DB:12369 PG:864
201 BUNNYFIELD RD.
7
MARTIN MARIETTA MATERIALS, INC.
051-021-01
DB:7667 PG:632
8
MECKLENBURG COUNTY
051-021-08
DB:3032 PG:240
E MALLARD CREEK CHURCH RD.
9
JAMES FROSST ALEXANDER
051-021-02
DB:2086 PG:305
10400 N. TRYON ST
10
MECKLENBURG COUNTY
KIRK FARM FIELDS COMMUNITY PARK
051-021-09
DB:5636 PG:544
201 E MALLARD CREEK CHURCH RD.
11
MECKLENBURG COUNTY
049-382-03
DB:5944 PG:05
E. MALLARD CREEK CHURCH RD.
12
HWY 29 LOT LLC
029-052-15
DB:28993 PG:707
11430 N TRYON ST.
13
MARTIN MARIETTA MATERIALS, INC.
051-02-106
DB:7667 PG:632
14
BELLSOUTH TELECOMMUNICATIONS, INC
049-382-02
DB:5373 PG:425
400 E. MALLARD CREEK CHURCH RD
15
STATE OF NORTH CAROLINA
051-021-03A
DB:4521 PG:695
E. MALLARD CREEK CHURCH RD
16
MECKLENBURG COUNTY
051-032-06
DB:9893 PG:118
N. TRYON ST. AT 1-485
8
0RNI/VCST
q
sR#o4L'�oE
0
GENERAL
CVR
2
3
REUSE LINE
PLAN
1 "= 400'
SHEET INDEX
COVER
SHEET INDEX
GENERAL NOTES
PLAN AND PROFILE
4
5
6
7
8
9
10
11
12
13
14
14A
14B
STA
STA
STA
STA
STA
STA
STA
STA
STA
STA
STA
12
N TRYON ST/US HWY 29
0+00 TO STA 10+00
10+00 TO STA 20+00
20+00 TO STA 30+00
30+00 TO STA 40+00
40+00 TO STA 50+00
50+00 TO STA 60+00
60+00 TO STA 70+00
70+00 TO STA 80+00
80+00 TO STA 90+00
90+00 TO STA 100+00
100+00 TO STA 104+74
POTABLE WATER CONNECTION
BACK FLOW PREVENTER AND AIR GAP
ACCESS ROUTES
15 ACCESS 4 AND 6
16 ACCESS 5, 7 AND 8
MISCELLANEOUS STANDARD DETAILS
D1
D2
D3
D4
D5
MISCELLANEOUS STANDARD
MISCELLANEOUS STANDARD
MISCELLANEOUS STANDARD
MISCELLANEOUS STANDARD
MISCELLANEOUS STANDARD
REFERENCE DRA W/NGS
R 1 REFERENCE DRA WING
R2 REFERENCE DRA WING
DETAILS
DETAILS
DETAILS
DETAILS
DETAILS
1,6
/PO
VAULT DETAILS
rn
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0
0
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0
0
—J
—J
0
1
N
104+74
ACCESS POINT
PERMANENT EASEMENT PROPERTY OWNER
RECORD DRAWINGS
THESE DRAWINGS HAVE BEEN
MODIFIED TO REFLECT FIELD
CHANGES REPORTED BY THE
CONTRACTOR AND/OR ANOTHER
PARTY, BUT HAVE NOT BEEN
VERIFIED BY THE CERTIFYING
ENGINEER.
THIS DOCUMENT ORIGINALLY
ISSUED FOR CONSTRUCTION AND
SEALED BY MATTHEW D. BUSWELL,
SEAL NUMBER 33749. THIS
MEDIA SHALL NOT BE CONSIDERED
A CERTIFIED DOCUMENT
Hazen
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO. : C-0381
CHARLOTTE
WTER
32270-016
Job No. File No.
Scales
PLAN
PROFILE
H or.
Vert
1" = 40'
1" = 40'
1" = 4'
MALLARD CREEK WRF REUSE LINE
EXTENSION TO UNCC
SHEET INDEX
DRAWINGS
5 03-22 H&S
3 10-20 H&S
RECORD DRAWINGS
CONFORMED DRAWINGS
As Built
Date
No.
Date By
Revision
S&MC JOG
Surveyed By
Designed By
GWF
Drawn By
JNS
Project—Engr Approved By
Date
Sheet Of
2 25
20220311 9:26A 0:\32270—RAL\32270-016\Design\Drawings\GEN\2.dwg By..TBARNES Last Saved By. tbarnes XREFs= ..\TBLOCK\32270-016—TB,..\BASE\32270-016—BASE,..\BASE\32270-016—OVERALL SHEET LAYOUT,..\BASE\32270-016—TAX—MAPPING
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0
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ABBREVIATIONS
SYMBOLS
ABAN
ADD
APPROX
ARV
ASPH
BFV
BLDG
BLVD
CB
CDIA
CL OR
CLF
CMP
CO
CONC
CW
DI
DI OR 0
DIM
DIP
DWG
EIP
ELEV OR EL ELEVATION
EMH
ESMT
EX
PERCENT
AND
AT
A
ABANDON/ED
ADDENDUM
APPROXIMATE
AIR RELEASE VALVE
ASPHALT
B
BUTTERFLY VALVE
BUILDING
BOULEVARD
C
CATCH BASIN
CHARLOTTE-DOUGLAS
INTERNATIONAL AIRPORT
CENTERLINE
CHAIN LINK FENCE
CORRUGATED METAL PIPE
CLEANOUT
CONCRETE
CHARLOTTE WATER
D
DUCTILE IRON
DIAMETER
DIMENSION
DUCTILE IRON PIPE
DRAWING
E
FES
FFT
FH
FM
FO
FRPM
GR
GV
HORZ
HW
H WY
H YD
IN
INV
JT
LF
LOC
LP
MAX
MB
MECH
MIN
MISC
MJ
MON
N
NCDENR
NCDOT
NO OR #
N-S
N TS
EXISTING IRON PIN
EXISTING MANHOLE
EASEMENT
EXISTING
F
FLARED END SECTION
FIBER FILTRATION TUBE
FIRE HYDRANT
FORCE MAIN
FIBER OPTIC CABLE
FIBERGLASS REINFORCED PLASTIC MORTAR
G
GAS
GRADE
GATE VALVE OR GAS VALVE
H
HORIZONTAL
HEADWALL
HIGHWAY
HYDRANT
INCHES
INVERT
J
JOINT
L
LINEAR FOOT
LIMITS OF CONSTRUCTION
LIGHT POLE
M
MAXIMUM
MAILBOX
MECHANICAL
MINIMUM
MISCELLANEOUS
MECHANICAL JOINT
MONUMENT
N
NORTH
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENTAL AND NATURAL
RESOURCES
NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION
NUMBER
NORFOLK-SOUTHERN
NOT TO SCALE
OHE OR
OHT
OHTV
PAE
PED
PG
PKWY
PL OR R
PNG
PP
PV
PVMT
PWR
R/W OR
R
RCP
RD
RECM
RJ
RR
SD
SF
SHT
SSE
SSMH
SS
STA
STD
SWR
TBM
TCE
TD
TEL
TEM P
TYP
UG
UGE
UGT
UGTV
0
OE OVERHEAD ELECTRIC
OVERHEAD TELEPHONE
OVERHEAD CABLE TV
P
PERMANENT ACCESS EASEMENT
PEDESTAL
PAGE
PARKWAY
PROPERTY LINE
PIEDMONT NATURAL GAS
POWER POLE
PLUG VALVE
PAVEMENT
POWER
R
RW RIGHT OF WAY
RADIUS
REINFORCED CONCRETE PIPE
ROAD
ROLLED EROSION CONTROL MALTING
RESTRAINED JOINT
RAILROAD
S
STORM DRAIN
SILT FENCE
SHEET
SANITARY SEWER EASEMENT
SANITARY SEWER MANHOLE
SANITARY SEWER
STATION
STANDARD
SEWER
T
TEMPORARY BENCH MARK
TEMPORARY CONSTRUCTION
EASEMENT
TEMPORARY DIVERSION
TELEPHONE
TEMPORARY
TYPICAL
U
UNDERGROUND
UNDERGROUND
UNDERGROUND
UNDERGROUND
V
VERT VERTICAL
W
WL
WM
W/
W/0
WV
W
WATER
WATER LINE
WATER METER
WITH
WITHOUT
WATER VALVE
EROSION CONTROL NOTES:
ELECTRIC
TELEPHONE
CABLE TV
CONTRACTOR SHALL SIGN AND IMPLEMENT THE REQUIREMENTS OF THE
STATE APPROVED EROSION CONTROL PLAN AND THE NORTH CAROLINA
POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FOR
STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY. THE
CONTRACTOR SHALL NOTIFY THE STATE LAND QUALITY SECTION AT (919)
791-4200 TO SCHEDULE A PRE -CONSTRUCTION MEETING. ADDITIONALLY,
THE CONTRACTOR SHALL NOTIFY THE STATE LAND QUALITY SECTION, AT
[phone], AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION
ACTIVITIES.
2. SOIL EXPLORATION WORK (IF APPLICABLE) IS INCLUDED IN THE CONTRACT
DOCUMENTS AND IS SOLELY TO ASSIST BIDDERS IN ASSESSING THE NATURE
AND EXTENT OF TESTING PROCEDURES REQUIRED TO MAKE THEIR OWN
DETERMINATION OF ACTUAL SUBSURFACE CONDITIONS THAT WILL BE
ENCOUNTERED DURING THE COURSE OF THE WORK. NO REPRESENTATION IS
MADE OR WILL BE GIVEN BY THE ENGINEER CONCERNING ACTUAL
CONDITIONS THAT WILL BE ENCOUNTERED. ALL BIDDERS SHALL CONDUCT
ALL INVESTIGATIONS AND TESTING THEY DEEM NECESSARY TO ARRIVE AT
THEIR OWN CONCLUSIONS REGARDING SUCH CONDITIONS PRIOR TO
SUBMISSION OF THEIR BID. SOIL BORING PROFILE ELEVATIONS ARE
APPROXIMATE.
3. ONCE ALL PERIMETER EROSION CONTROL MEASURES HAVE BEEN INSTALLED,
THE SITE SHALL BE CLEARED AND GRUBBED, AS REQUIRED, WITHIN THE
LIMITS OF DISTURBANCE (LOD) AS SHOWN ON THE CONTRACT DRAWINGS.
ADDITIONAL SILT FENCE AND SILT FENCE STONE OUTLETS MAY BE REQUIRED
BASED ON FIELD CONDITIONS AS DIRECTED BY ENGINEER.
4. ONCE CLEARING AND GRUBBING IS COMPLETE, PIPELINE ACTIVITIES MAY
BEGIN. ANY TOPSOIL STRIPPED SHALL BE STOCKPILED ONSITE IN LOCATION
DESIGNATED BY THE OWNER OR ENGINEER. THE STOCKPILE SHALL HAVE A
PERIMETER SILT FENCE INSTALLED AS DIRECTED BY THE ENGINEER AND
SHALL BE SEEDED WITH TEMPORARY SEEDING MEASURES. THE EROSION
CONTROL AND SEEDING MEASURES FOR THE STOCKPILE AREA SHALL BE
MAINTAINED FOR THE DURATION OF CONSTRUCTION ACTIVITIES.
5. EARTHWORK EXCAVATION AND FILL OPERATIONS CAN BEGIN ONCE TOPSOIL
HAS BEEN REMOVED AND STOCKPILED.
6. ALL EXCESS SOILS RESULTING FROM EARTHWORK OPERATIONS NECESSARY
FOR INSTALLATION OF PIPES SHALL BE STOCKPILED ONSITE OR REMOVED
FROM SITE BY CONTRACTOR. ANY SOILS TAKEN OFFSITE BECOME THE
CONTRACTOR'S RESPONSIBILITY, AND SHALL BE STOCKPILED AT LOCATIONS
WITH ALL REQUIRED STATE AND LOCAL REGULATIONS AND PERMITS.
7. ALL PIPE WORK SHALL BE INSTALLED IN ACCORDANCE WITH STANDARD
CONSTRUCTION TECHNIQUES. ONLY THE LENGTH OF TRENCH IN WHICH PIPE
CAN BE INSTALLED IN ONE DAY'S TIME SHALL BE OPEN AT ANY TIME, WITH
SPOIL MATERIAL PLACED ON THE UPHILL SIDE OF THE TRENCH. A BASE
LAYER OF SCREENING FINES SHALL BE USED UNDER ALL DEPOSITS OF
SPOIL MATERIALS ALONG THE ROADWAY. PIPING SHALL BE CAPPED AT END
OF EACH DAYS WORK TO PREVENT SEDIMENT FROM ENTERING. TRENCH
SHALL BE BACKFILLED AT END OF EACH DAYS WORK AND DISTURBED AREA
SEEDED WITH TEMPORARY SEEDING MEASURES IF APPROPRIATE.
8.
TEMPORARY STREAM CROSSING SHALL BE INSTALLED AS NEEDED, AND
REMOVED IMMEDIATELY WHEN THEY ARE NO LONGER NEEDED. STREAM
CHANNEL SHALL BE RESTORED TO ITS ORIGINAL CROSS-SECTION, AND
STABILIZED. UPON COMPLETION OF WORK WITHIN THE STREAM FOR PIPELINE
INSTALLATION, PERMANENT STREAM CROSSINGS SHALL BE INSTALLED PER
THE CONTRACT DRAWINGS.
9. PRIOR TO BEGINNING EXCAVATION FOR BORE/RECEIVING PITS, THE
CONTRACTOR SHALL HAVE A PLS (PROFESSIONAL LICENSED SURVEYOR)
ESTABLISH CONTROL POINTS FOR MEASURING SETTLEMENT OF THE ROAD AT
10 FT. INTERVALS ALONG THE CENTERLINE AND 10 FT. EACH SIDE OF THE
PIPELINE. THE PLS SHALL BE LICENSED IN THE STATE OF NC AND SHALL
MONITOR AND RECORD THESE POINTS ON A DAILY BASIS UNTIL THE
CONSTRUCTION OF THE BORE/TUNNEL IS COMPLETED.
10. CONTRACTOR MAY BE REQUIRED TO PUMP STORM WATER AROUND
MEASURES SHOULD THEY FAIL DURING A SIGNIFICANT STORM EVENT. THIS
SHALL BE AT NO ADDITIONAL COST TO THE OWNER.
ANY EXCAVATION DEWATERING FLOWS SHALL PASS THROUGH SEDIMENT
FILTERING DEVICE BEFORE DISCHARGE.
12. CREEKBANK STABILIZATION (IF INDICATED), SHALL BEGIN IMMEDIATELY AFTER
INSTALLATION OF PIPE SEGMENT.
13. STORM DRAINAGE INLETS SHALL BE PROTECTED WITH APPROPRIATE EROSION
CONTROL MEASURES AT ALL TIMES.
14. ONCE ALL EARTHWORK AND CONSTRUCTION ACTIVITIES ARE COMPLETE,
FINAL GRADING MAY BEGIN.
15. ONCE PERMANENT STABILIZATION HAS OCCURRED, AND APPROVAL OF THE
STATE LAND QUALITY SECTION (919) (791-4200) HAS BEEN GRANTED,
TEMPORARY SEDIMENT CONTROL MEASURES MAY BE REMOVED. ANY AREAS
DISTURBED BY THE REMOVAL OF THESE MEASURES SHALL BE RETURNED AS
CLOSELY AS POSSIBLE TO ORIGINAL CONDITION AND SEEDED, MULCHED, AND
FERTILIZED.
16. LIMITS OF CONSTRUCTION (LOC) TO BE EDGE OF EXISTING
TEMPORARY/PERMANENT CONSTRUCTION EASEMENT (TCE/PCE), EDGE OF
PAVEMENT (EOP) OR SILT FENCE LINE (OPEN AREAS) AS INDICATED ON
INDIVIDUAL DRAWINGS.
17. CONTRACTOR IS RESPONSIBLE FOR PROCURING WRITTEN PERMISSION TO USE
ANY ADDITIONAL AREAS REQUIRED FOR CONSTRUCTING THE PROJECT THAT
ARE OUTSIDE THE EXISTING EASEMENTS AND RIGHT-OF-WAYS. CONTRACTOR
SHALL BE RESPONSIBLE FOR REHABILITATING ANY ADDITIONAL AREAS
UTILIZED DURING CONSTRUCTION TO EQUAL OR BETTER THAN EXISTING
CONDITION. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION CONTROL
DEVICES IN ALL AREAS UTILIZED BY THE CONTRACTOR TO CONSTRUCT THE
PROJECT INCLUDING STAGING, STORAGE, ONSITE STOCKPILING, OFFSITE
STOCKPILING AND °FESITE DISPOSAL AREAS. CONTRACTOR SHALL FOLLOW
ALL LOCAL REGULATIONS REGARDING THE WORK, INCLUDING KEEPING MUD
AND DIRT OFF OF PUBLIC ROADS AND PRIVATE ENTRANCES, AND
REHABILITATING STAGING, STORAGE OR STOCKPILING AREAS TO EQUAL OR
BETTER THAN EXISTING CONDITION. CONTRACTOR SHALL TAKE ALL
REASONABLE MEASURES TO PREVENT TRACKING MUD/SOIL ONTO ADJACENT
ROADWAYS. ANY MUD/SOIL TRACKED ON ROADWAYS SHALL BE CLEANED
DAILY. FOLLOWING COMPLETION OF CONSTRUCTION, RESTORE ALL
CONSTRUCTION SITE ACCESS AREAS TO A CONDITION EQUAL TO OR BETTER
THAN ORIGINAL.
18. EROSION AND SEDIMENTATION CONTROL FACILITIES SHALL BE INSTALLED
PRIOR TO CLEARING OR PERFORMING EXCAVATION IN ANY AREA. EROSION
CONTROL FACILITIES SHALL BE MAINTAINED DURING WORK AND SHALL BE
REMOVED WHEN WORK IS COMPLETED AND ENGINEER AUTHORIZES REMOVAL.
AS PER NCDEQ CONSTRUCTION GENERAL PERMIT NCG01, PERIMETER DIKES,
SWALES, DITCHES AND SLOPES, DISTURBED AREAS WITHIN HIGH WATER
QUALITY (HWQ) ZONES, AND SLOPES STEEPER THAN 3H:1V FOLLOWING
COMPLETION OF ANY PHASE OF GRADING, SHALL BE PLANTED OR
OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER,
DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION WITHIN 7
CALENDAR DAYS. ALL OTHER SLOPES OF 3H:1V OR FLATTER, EXCEPT
THOSE WITH SLOPES GREATER THAN 50 FEET IN LENGTH OR WITHIN HWQ
ZONES, FOLLOWING COMPLETION OF ANY PHASE OF GRADING, SHALL BE
PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT
GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN
EROSION WITHIN 14 CALENDAR DAYS. CONTRACT DOCUMENTS SUPERSEDE
CHARLOTTE WATER (CW) DESIGN STANDARDS.
19. WHEN DEWATERING TRENCHES, TURBID WATER SHALL BE PUMPED THROUGH
A FILTER BAG.
20. PROVIDE TEMPORARY DITCH LINING FOR DISTURBED DITCH LINES OR OTHER
AREAS OF CONCENTRATED FLOW WHERE SLOPE IS GREATER THAN 2%.
21. INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA
AND ADJACENT AREAS AND REQUIRED UNTIL THE SITE IS FULLY STABILIZED.
GENERAL NOTES:
CONTACT CHARLOTTE WATER (CW) PROJECT MANAGER (WILLIAM DEAL) AND
INSPECTOR BY PHONE OR IN PERSON A MINIMUM OF 40 BUSINESS HOURS PRIOR
TO BEGINNING LAND DISTURBING ACTIVITY. CHARLOTTE WATER TEL. NO. IS
704-399-2221.
2. ALL WORK SHALL COMPLY WITH CONTRACT DOCUMENTS AS DESCRIBED IN
THE PROJECT MANUAL. CONTRACT DOCUMENTS SUPERCEDE CW
STANDARDS.
3. CONTACT THE LOCAL PUBLIC UTILITIES LOCATING SERVICE TO LOCATE
UTILITIES IN THE AREA BEFORE ANY EXCAVATION. ALL EXISTING UTILITIES
MAY NOT BE SHOWN ON THE DRAWINGS. CONTRACTOR IS RESPONSIBLE
FOR LOCATING AND PROTECTING EXISTING UTILITIES, WHETHER SHOWN OR
NOT, AND REPAIRING ALL DAMAGE TO UTILITIES AT HIS OWN EXPENSE.
CONTACT NC ONE CALL AT 811 OR 800-632-4949.
4. THE TOPOGRAPHIC MAPS WERE PREPARED FROM GROUND SURVEY AND
AERIAL MAPPING SURVEY -CONTOUR INTERVAL OF 1 FOOT. GRID SYSTEM
AND COORDINATES ARE NC STATE PLANE COORDINATE SYSTEM (1983
DATUM).
5. DISTURBANCE SHALL BE LIMITED TO THE PERMANENT AND TEMPORARY
CONSTRUCTION EASEMENT AREAS FOR WHICH ENCROACHMENT AGREEMENTS
HAVE BEEN OBTAINED. CONTRACTOR SHALL REMOVE ALL TREES WITHIN
THE LIMITS OF THE PERMANENT CONSTRUCTION EASEMENT, EXCEPT WHERE
TREE PROTECTION IS SHOWN ON THE DRAWINGS.
7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY WASTEWATER SPILLS THAT
OCCUR DURING CONSTRUCTION AND ASSOCIATED FINES FROM STATE
REGULATORY AGENCIES.
8. ANY LAND CORNER, PROPERTY MONUMENTATION, OR BENCHMARK WITHIN
THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED. IF A CORNER
MONUMENT IS IN DANGER OF BEING DESTROYED, THE CONTRACTOR SHALL
NOTIFY THE OWNER IMMEDIATELY. ANY CORNER MONUMENT DISTURBED OR
DESTROYED SHALL BE RESET BY A PROFESSIONAL LAND SURVEYOR
REGISTERED IN THE STATE OF NC AT THE CONTRACTOR'S EXPENSE.
CONTRACTOR TO PROTECT OR REPLACE NCDOT RIGHT-OF-WAY MARKERS
OR MONUMENTS PER NCDOT 806.01.
9. CONTACT PROJECT INSPECTOR IMMEDIATELY REGARDING ANY CONFLICTS
THAT ARISE DURING CONSTRUCTION OF WORK SHOWN ON THE DRAWINGS.
10. FOR ALL TIE-IN PIPING OR CROSSINGS, CONTRACTOR SHALL VERIFY ALL
EXISTING PIPELINE ELEVATIONS, LOCATIONS, DIAMETERS, AND MATERIALS
PRIOR TO SHOP DRAWING SUBMITTALS, NOTIFYING THE ENGINEER OF ANY
CONFLICTS.
DUKE ENERGRY NOTES:
NO STOCKPILING OF ANY MATERIALS WITHIN THE DUKE ENERGY
TRANSMISSION EASEMENT AT ANY TIME.
2. DUKE ENERGY SHALL HAVE FREE AND CLEAR INGRESS/EGRESS TO ITS
FACILITIES AT ALL TIMES.
3.
ALL CROSSING MATERIALS SHALL BE ABLE TO WITHSTAND 80K POUNDS.
4. ALL CROSSINGS SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND
COMPACTED TO 95% AT END OF EACH DAY.
5. DUKE ENERGY SHALL NOT BE RESPONSIBLE FOR ANY DAMAGE TO
CONSTRUCTION MATERIALS WITHIN THE TRANSMISSION EASEMENT.
6. ALL EROSION CONTROL DEVICES WITHIN DUKE ENERGY'S TRANSMISSION
EASEMENT SHALL BE REMOVED UPON COMPLETION AND ACCEPTANCE OF
PROJECT. VEGETATION MUST BE RE-ESTABLISHED IN DUKE ENERGY'S
TRANSMISSION EASEMENT IF DAMAGED.
11. ALL DRIVEWAYS, DRAIN PIPES, HEADWALLS, AND OTHER PHYSICAL FEATURES 7.
SHALL BE RESTORED TO EQUAL OR BETTER THAN EXISTING CONDITION, IN
BOTH NEW AND EXISTING RIGHTS -OF -WAY AND WITHIN ANY TEMPORARY
EASEMENT AREAS. ANY STRUCTURES OR DRIVEWAYS DISTURBED OUTSIDE
THE RIGHT-OF-WAY OR EASEMENT SHALL ALSO BE FULLY RESTORED TO
THE OWNER'S SATISFACTION AT NO ADDITIONAL COST TO THE OWNER.
12. CONTRACTOR TO DIG TEST PITS AND DETERMINE ELEVATION OF ALL KNOWN
CONFLICTS AT LEAST 1000 FEET AHEAD OF PIPE OR CASING INSTALLATION.
13. CLASS B CONCRETE MIX DESIGN SHALL HAVE A MINIMUM 28-DAY
COMPRESSIVE STRENGTH OF 3000 PSI. SEE SPECIFICATIONS.
14. ELEVATIONS AND GRADES SHOWN WITHIN THESE CONTRACT DRAWINGS ARE
CRITICAL TO THIS PIPELINE INSTALLATION. CONTRACTOR'S PROFESSIONAL LAND
SURVEYOR SHALL VERIFY LINES AND GRADES THROUGHOUT THE INSTALLATION
PROCESS.
15. EXCESS EXCAVATED MATERIAL AND EXISTING SRUCTURES REMOVED SHALL BE
REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED AND PROPERLY
PERMITTED OFFSITE LOCATION. CONTRACTOR SHALL PROVIDE TO ENGINEER PROOF
OF PERMIT.
16. REPLACE ALL EXISTING FENCES IMMEDIATELY AFTER CONSTRUCTION HAS CLEARED
THE FENCE LINE. TEMPORARY FENCES THAT PROVIDE EQUAL SECURITY SHALL BE
ERECTED UNTIL THE EXISTING FENCE CAN BE RESET.
17. CONTRACTOR TO SUBMIT TRAFFIC CONTROL & SAFETY PLAN FOR APPROVAL PRIOR
TO SHUTTING DOWN ANY PORTION OF ANY ROADWAY.
18. THE CONTRACTOR SHALL ADHERE TO ALL CONDITIONS AND REQUIREMENTS OF ALL
PERMITS THAT HAVE BEEN OBTAINED AND ALL AVAILABLE LOCAL, STATE AND
FEDERAL REGULATIONS. SEE PROJECT MANUAL FOR SPECIFIC PERMIT
REQUIREMENTS.
19. WHEN EXCAVATED MATERIALS ARE PLACED ON ROADWAY OR PARKING LOT
SURFACES, THE CONTRACTOR SHALL PLACE SAND OR STONE SCREENINGS
UNDERNEATH THE EXCAVATED MATERIALS ON THE PAVEMENT.
20. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING SITE ACCESSIBLE FOR
EMERGENCY VEHICLES AT ALL TIMES.
21. CONTRACTOR SHALL LIMIT CONSTRUCTION TRAFFIC OVER ANY EXISTING PIPELINES.
NO MATERIALS SHALL BE STOCKPILED OVER EXISTING PIPELINES. CONTRACTOR
SHALL PROTECT EXISTING SEWERS IF CROSSING IS REQUIRED. SUBMIT CROSSING
PLAN FOR APPROVAL TO THE OWNER.
22. CONTRACTOR TO ACCESS PROJECT FROM ACCESS POINTS AS SHOWN ON THE
DRAWINGS. CONTRACTOR MAY, AT HIS OPTION, OBTAIN ADDITIONAL ACCESS AND
WORK AREAS FROM PRIVATE PROPERTY OWNERS AT NO ADDITIONAL COST TO THE
OWNER. PROVIDED THE CONTRACTOR STRICTLY ADHERES TO ALL LAWS AND
REGULATIONS PERTAINING TO STREAMS, WETLANDS AND SEDIMENT AND EROSION
CONTROL.
23. CONTRACTOR SHALL NOT STOCKPILE ANY CONSTRUCTION MATERIALS WITHIN DUKE
ENERGY RIGHT-OF-WAY.
WETLAND REQUIREMENTS:
FOR PIPELINE INSTALLATION IN WETLANDS, MEASURES TO MINIMIZE IMPACTS
SHALL BE IMPLEMENTED. REMOVE THE TOP 12-INCHES OF EXCAVATED
SOILS AND STOCKPILE. FOLLOWING TRENCH BACKFILL, REPLACE WITH
EXCAVATED STOCKPILE AND SEED ACCORDING TO THE SEEDING SCHEDULE.
CONTRACTOR WILL BE REQUIRED TO SEED WETLANDS AREA WITHIN 14 DAYS
OF COMPLETING DISTURBANCE.
2. ANTI -SEEPAGE COLLARS SHALL BE PLACED AROUND THE PIPE ON EITHER
SIDE OF THE WETLAND. INSTALLATION SHALL FOLLOW USAGE NATIONWIDE
12 REQUIREMENTS.
3.
BANKS OF CREEKS SHALL BE STABILIZED WITH VEGETATIVE MATTING PER
DETAIL 2/D4.
4. NO NET FILL ADDED OR REMOVED FROM THE WETLANDS AREAS.
5. SEDIMENT CONTROL MEASURES TO BORDER
SHOWN. INSTALL FIBER FILTRATION TUBES
INDICATED
LIMITS OF DISTURBANCE, AS
AND SILT FENCE WHERE
6. DRAINAGE DITCHES INDICATED AS WETLANDS SHALL BE RECONSTRUCTED TO
THEIR ORIGINAL CONTOURS, SEEDED IN ACCORDANCE WITH SPECIFICATIONS
AND STABILIZED WITH SURFACE EROSION CONTROL MATTING, STAPLED TO
THE SURFACE. SOIL EROSION MEASURES WILL BE INSTALLED TO PREVENT
SCOURING OF THE DITCH DURING CONSTRUCTION. SEE DETAIL 5/D3.
7. ANY DEWATERING WILL BE DISCHARGED EITHER INTO A SEDIMENTATION
DEVICE OR A SILT BAG PRIOR TO DISCHARGE IN TO THE WETLANDS AREA.
SEE DETAIL 0227038.
8. SEE TECHNICAL SPECIFICATIONS SECTION 02910 FOR ADDITIONAL WETLANDS
REQUIREMENTS.
9. THE CONTRACTOR SHALL CHECK WEATHER FORECAST AND CONFIRM NO
PRECIPITATION FOR A MINIMUM OF THREE (3) DAYS PRIOR TO OR AFTER
WETLAND CROSSINGS.
10. THE CONTRACTOR SHALL STABILIZE THE DISTURBED AREAS ADJACENT TO
WETLANDS AND WATERS OF THE STATE IMMEDIATELY FOLLOWING
INSTALLATION.
ALL WORK WITHIN DUKE ENERGY'S TRANSMISSION EASEMENT SHALL COMPLY
WITH DUKE'S GUIDELINES AND RESTRICTIONS, CLEARANCES AND OSHA
REGULATIONS.
NPDES Stormwater Discharge Permit for Construction Activities (NCGO1)
NCDENR(Division of Water Quality
NEW STABILIZATION TIMEFRAMES
(Effective Aug. 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
C:11 Perimeter dikes, swales, ditches, slopes
7 days
None
V High Quality Water (HQW) Zones
7 days
None
Slopes steeper than 3:1
N
7 days
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are allowed.
�, Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length.
All other areas with slopes flatter than 4:1
14 days
None, except for peri meters and HQW Zones.
RECORD DRAWINGS
THESE DRAWINGS HAVE BEEN
MODIFIED TO REFLECT FIELD
CHANGES REPORTED BY THE
CONTRACTOR AND/OR ANOTHER
PARTY, BUT HAVE NOT BEEN
VERIFIED BY THE CERTIFYING
ENGINEER.
LEGEND
PROPOSED AIR RELEASE VAULT
EXISTING CL SAN. SWR.
PROPOSED CL FORCEMAIN & GRAVITY SEWER
EXISTING SAN SWR. MANHOLE
PROPOSED SAN SWR MANHOLE
EXISTING WATER MAIN
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
WATER METER
UNDERGROUND TELEPHONE
OVERHEAD TELEPHONE
UNDERGROUND CABLE TV
OVERHEAD CABLE TV
UNDERGROUND FIBER OPTIC
UNDERGROUND ELECTRIC
OVERHEAD ELECTRIC
UTILITY POLE /GUY WIRE
TOWER LINE
EXISTING GAS MAIN
GAS VALVE
GAS TEST WELL
EXISTING WATER OR SEWER R/W
PERMANENT EASEMENT
PERMANENT ACCESS EASEMENT
PROPOSED TCE/LOC
ROAD/STREET R/W
PROPERTY LINE
EDGE OF PAVEMENT
GROUND PROFILE
EXISTING IRON PIN
MARSH
CREEK OR BRANCH
TOP OF BANK/SLOPE
TOE OF BANK/SLOPE
RIP - RAP
WOODSLINE
TREE
BUILDING
RAILROAD
GUARD RAIL
BRIDGE
FENCE ( LABEL TYPE )
STREET SIGN ( LABEL TYPE )
STORM DRAIN /CATCH BASIN
SEDIMENT FENCE (SILT FENCE) STD. 6.62
CHECK DAM STD. 6.83
TEMPORARY STREAM CROSSING STD. E.C. 1
STONE FILLED BURLAP BAGS STD. E.C. 2
STONE AND CONCRETE RIP -RAP STD. E.C. 3
ROLLED EROSION CONTROL MATTING STD. 6.17
TREE PROTECTION BARRIER FENCE
FIBER FILTRATION TUBES (FFT)
TEMPORARY CONSTRUCTION EASEMENT
OUTLET PROTECTION
THIS DOCUMENT ORIGINALLY
ISSUED FOR CONSTRUCTION AND
SEALED BY MATTHEW D. BUSWELL,
SEAL NUMBER 33749. THIS
MEDIA SHALL NOT BE CONSIDERED
A CERTIFIED DOCUMENT
Hazen
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO. : C-0381
0
•
EXIST WL
r-7:33
UGT
OHT
UGTV
OHTV
FOC
UGE
OHE
0 -c
EXIST ?" GAS
*GV
•GTW
EXIST R/W
PAE
SE
-e LCe-e-
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. . TOP . .
. . . TOi ' . .
TOE.
0
II II II II II II
T T T
5
X X X
•
❑ ❑ ❑
O
V- ♦ -V
e
CHARLOTTE
WTER
32270-016
Job No.
File N
Scales
PLAN
PROFILE
Hor.
Vert
1" = 40'
1" = 40'
1" = 4'
MALLARD CREEK WRF REUSE LINE
EXTENSION TO UNCC
GENERAL NOTES
DRAWINGS
6. ALL AREAS WITH OPEN EXCAVATIONS, OPEN VAULTS OR MANHOLES, OR
EQUIPMENT SHALL BE FENCED WITH TEMPORARY SAFETY FENCING AT LEAST
4 FEET HIGH AT END OF EACH WORK DAY.
5
03-22
H&S
RECORD DRAWINGS
As Built
Dote
3
10-20
No.
Date
H&S
By
CONFORMED DRAWINGS
Revision
S&MC
Surveyed By
JOG
Designed By
GWF
Drown By
JNS
Project-Engr
Approved By
Date
Sheet
3
Of
25
20220311 9: 26A 0: \32270-RAL\32270-016\Design\Drawings\GEN\3.dwg By TBARNES Last Saved By. tbarnes XREFs= 0: \32270-RAL\32270-016\Design\Drawings\TBLOCK\32270-016-TB
0
ce
O
0
CC

630
630
610
610
NOTES:
-' 1
IIIII
W
rH TRYON ST
S HWY 29 -
(ASPHALT)
11 1 1 1 1
1
VENT
EL: 623.00
14.1
O
CO
It
4
NO
Z
00
Z
AIR RELEASE
WITH FIBERGL
MARKER,
m
2
om
M�
N m
NfLU
N Ca
c\j
cV°
J
a
Nh
°
Nth
°
N
N
En
N
N
Q
.�
-
�
EXIST
GRADE
`�
Q
(i)N
Q2
(n�
(n�
Q2
Q2
(n.,
EX FIBER
OPTIC,
R
QQ
(nN,
620
620
6••
600
EX 15"
SD
i
1LT DRI
1
v
EX
2"
FO
24"X24"X24" TEE
I
I
i
pp
u
EX
8"
STEEL GAS
EX
UGE
24"
BFV
24"
EX
16"
DIP WL
10'f
Q
EX FIBER OPTIC
90°
BEND
I
EXIST
GRADE
EX 24
WATER
DIP REUSE
LINE
SFF
TlF-IN
nFTAII
.,I
.� 1
100YR
FLOOD
SHEET
,
rH/S
M
590
610
I
610
590
ANTI -SEEP COLLAR'
(SEE DETAIL 02601
> TA. 9+37.98
1
L
--------
-
_1EX
WATER
16"REUSE LINE
24"
I
90°
BEND
180 LF
16" REUSE
LINE
48" STEEL CASING
600
t = 0.375"
601
580
580
(SEE DETAIL 0232201)
`r
IIII
\
24" REUSE
LINE
,
590
590
570
570
PP
cf
R/
24" MEGA
0-F00
t0
PP
m
EX CB
GRATE: 622.31
INV IN: 618.16
INV OUT: 618.16
EX SSMH
RIM: 626.58
INV IN: 617.17
INV OUT: 617.17
EX 15" RCP
tbN
,1
HWY 29 LUG
PI:029-052-15
DB:28993 PG:707
11430 N. TRYON ST.
EX 2" FIBER OPTIC
EX FES
INV=616.84
24" BFV
EX 24" REUSE LINE \\
\1 m
CURB AND GUTTER, \
SEE NOTE 6
0
1 -F00
PP
00.
STA. 2+73.81
16" 45° BEND
STA. 2+32.93
16" 45° BEND
1\1
SIDEWALK,
SEE NOTE 5
SSE
180 LF
48" STEEL CASING
t = 0.375"
24"
REUSE LINE
2-F00
3-F00
STA. 4+22.78
- . ,16" 22.5° BEND
30'
PERMANENT
EASEMENT
SSE
55' PERMANENT
EASEMENT
HILL/GRAY SEVEN, LLC
PI:051-032-08
DB:22913 PG:241
11310 N. TRYON ST.
4-F00
EX SSMH
IM: 611.90
INV IN: 602.95
/ V OUT:
EX SDMH
RIM: 619.54
INV OUT: 604.85
STA. 3+45.09
AIR RELEASE VALVE
16" MJ SLEEVE
GRASS FIELD LX 15" RCP
ASPHALT DRIVE PATCH, TYP
SEE DETAIL 0251301
SEE NOTE 4
RESURFACED
ASPHALT
PARKING LOT
5-F00
PROFILE
HORZ: 1 "=40'
VERT: 1 "=4'
EX FIBER
OPTIC
NEW CURB
I P_ AND GUTTER
16"
REUSE LINE
RESURFACED
ASPHAL T
DRIVE
PLAN
1 "=40'
6-F00
7+00
COMMUNITY FLOODPLAIN
EXIST FEMA
100YR FLOODPLAIN
EX
RIM
INV
INV
EX
RIM.
�INV
NV
EX CB
GRATE: 608.52
INV IN: 604.47
INV OUT: 604.37
ASPHALT
PARKING
EXSMH
IM: 603.76 II
INV IN: 588.09
INV IN: 588.09
INV OUT: 58..09
EX 6" WL
\ EX FIBER OPTIC
EX UNDERGROUND ELEC
EX 2.5" WL
2" TAP
EX FIBER OPTIC
ACCESS GATE,
SEE DETAIL 2/D3
SSMH
: 605.16
IN: 590.52
OUT: 590.52
SSMH
590.79
IN: 583.94
OUT: 576.15
EX CB
GRATE: 607.79
INV /N: 592.16
INV OUT: 592.04
8+00
NEW CURB AND GUTTER
E8S
EX 18 RCP
RESURFACED ASPHALT
�DRIVEsurant -7
EX CB
GRATE: 598.74
INV IN: 594.26
INV OUT: 582.84
STA. 7+78.95
16" 11 ° 25° BEND
EX FES
/NV=581.34
STA. 8+49.32
16" 11.25° VERT BEND- II
STA. 9+37..98 II
ANTI-SEEP/
NTI -SEEP /CO�
200 PAVILION, LLC
P I :051-032-07
DB:30679 PG:745
200 PAVILLION BLVD.
9+00
EX SSMH
RIM: 584.60
INV IN: 574.52
INV OUT: 574.52
PA V/L/O/V BLVD
(ASPHALT)
590
1 0+00
1. WORK FOR THE CROSSING OF US HWY 29 WITHIN THE
RIGHT OF WAY IMPACTING TRAFFIC AND REQUIRING
TRAFFIC CONTROL, SHALL BE PERFORMED AT NIGHT
(8:00 PM - 6:00 AM) OR ON THE WEEKEND (FRIDAY
8:00 PM - MONDAY 6:00 AM), PER THE NCDOT
ENCROACHMENT AGREEMENT.
2. CONTRACTOR SHALL FILL ANNULAR SPACE BETWEEN
CARRIER PIPE AND CASING PIPE AND WITH GROUT AND
CONSTRUCT A 8INCH WATER TIGHT MASONRY
BULKHEAD AT EACH END OF THE CASING.
3. CONTRACTOR SHALL DOUBLE WRAP THE 24" DIP RCW
PIPELINE AND TEE WITH POLYETHYLENE ENCASEMENT
(POLYWRAP) BETWEEN TIE-IN LOCATION AND STEEL
CASING.
4. CONTRACTOR SHALL ONLY CLOSE ONE DRIVEWAY AT A
TIME FOR INSTALLATION OF RCW PIPING. FOLLOWING
THE INSTALLATION OF RCW PIPING ACROSS DRIVEWAY,
CONTRACTOR SHALL IMMEDIATELY PROVIDE FULL
DEPTH ASPHALT REPLACEMENT PER TYPICAL
PAVEMENT SECTION 0251301 ON SHEET D2.
5. SIDEWALK REMOVAL AND REPLACEMENT FOR
CONSTRUCTION ACTIVITIES SHALL BE LIMITED TO 20' ON
EITHER SIDE OF PIPE CENTERLINE, AND THE SIDEWALK
LEADING TO STAIRS. ANY ADDITIONAL SIDEWALK
DAMAGED OR REMOVED OUTSIDE OF THESE LIMITS
SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.
STAIRS SHALL NOT BE REMOVED.
6. CURB AND GUTTER REMOVAL AND REPLACEMENT
SHALL BE LIMITED TO 20' ON EITHER SIDE OF THE PIPE
CENTERLINE. ANY ADDITIONAL CURB AND GUTTER
DAMAGED OR REMOVED OUTSIDE OF THESE LIMITS
SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.
7. FOR TESTING AND LOCATING OF TRACER WIRE, EACH
ARV VAULT WILL HAVE LEADS EXPOSED. ADDITIONAL
TRACER WIRE IS STUBBED UP AND CAPPED INSIDE
VALVE BOX. VALVE BOX WILL BE MARKED WITH A
FIBERGLASS MARKER POST.
24"X24"X24" TEE
(SEE NOTE 3)
24" DIP
(SEE NOTE 3)
24" 90° BEND
(SEE NOTE 3)
9° -RECORD DRAWINGS
THESE DRAWINGS HAVE BEEN
OX II MODIFIED TO REFLECT FIELD
II CHANGES REPORTED BY THE
CONTRACTOR AND/OR ANOTHER
PARTY, BUT HAVE NOT BEEN
VERIFIED BY THE CERTIFYING
ENGINEER.
7 EX 24" DIP REUSE
WATER LINE
TIE-IN DETAIL
N TS
THIS DOCUMENT ORIGINALLY
ISSUED FOR CONSTRUCTION AND
SEALED BY MATTHEW D. BUSWELL,
SEAL NUMBER 33749. THIS
MEDIA SHALL NOT BE CONSIDERED
A CERTIFIED DOCUMENT
Hazen
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO. : C-0381
MECHANICAL
PIPE RESTRAINT, TYP
24" 90° BEND
(SEE NOTE 3)
CHARLOTTE
WTER
32270-016
Job No.
File N
5
03-22
H&S
RECORD DRAWINGS
4
12-20
H&S
FIELD ORDER NO. 1
Scales
PLAN
PROFILE
Hor.
Vert
1" = 40'
1" = 40'
1"=4'
MALLARD CREEK WRF REUSE LINE
EXTENSION TO UNCC
3
10-20
H&S
CONFORMED DRAWINGS
As Built
Date
STA 0+00 TO STA 10+00
DRAWINGS
2
9-20
No.
Date
JOG
By
PERMANENT ESMT. REVISION PARCEL #2
Revision
S&MC
Surveyed By
JOG
Designed By
GWF
Drawn By
JNS
Project-Engr
Approved By
Date
Sheet
4
Of
25
20220311 9:27A 0:\32270-RAL\32270-016\Design\Drawings\CIVIL\04A.dwg By..TBARNES Last Saved By. tbarnes XREFs= ..\TBLOCK\32270-016-TB,..\BASE\32270-016-BASE
0
U
w
ct

NOTES:
600
600
I I I I I
150' DUKE ENERGY
EASEMENT
z
m
4
16" 45° VERT BEND
STA. 1 +39.851 I
16" 22. ° AND 11.25'
COMBO BEND
W
co
to
rAf.J. av�
VERT Bi
NtD
100YR
FLOO
co
v)
N
+
co
•�
16" 45°' BEND
mil
.,
M2
STA. 11I +28..;
r
I—W
4
+W
—Nt
+
co
590
�,
ca
•ANTI -SEEP COLLAR
SEE DETAIL 0260113
� �
�
o
590
Qn!
h
—
N
Q•''AA
-
Q
cb
—op
r�
/
M
/
\
/
0
Q_
ill
EXIST GRADE
MALLARD CREEK
...............---....„.7
58Q_�
580
...z—
I.
I
\
16"
REUSE
LINE
570
!
\
570
EX36"
RCP
SI
\
ii)
\
I
I
III
I
70 LF
24" STEEL CASING
560
I 1
560
10+00
EX SSMH
RIM: 584.00
INV IN: 567.57
INV IN: 569.90
INV OUT: 567.57
DPP
-590
S$E
•
55E
1 1 +00
WETLAND W1
SEX SS H
'RIM: 580.94
INV IN: 567.83
INV OUT: 567.83
200 PAVILLION, LLC
PI:051-032-07
DB:30679 PG:745
200 PAVILION BLVD.
EX 36" RCP SS
STA. 10+39.16
11.25° BEND
�/ �'1" TAP
1I1�
e1)
12+00
STA. 0+93.18
ANTI COLLAR
EXIST 25'
\ EASEMENT
REGAL CINEMAS, INC.
P I :051-032-09
DB:19080 PG:813
11240 N. TRYON ST.
13+00
TRACER WIRE TEST STA TION
AND FIBERGLASS MARKER,
SEE NOTE 1
\ \ \\\\%
70 LF
24" STEEL CASING
16" 45° VERT BEND
STA. 12+39.85
SSg-
STA. 12+36.16
16" 45° VERT BEND
MECKLENBURG COUNTY
P I :051-032-06
DB:9893 PG:118
STA. 11+43.60
16" 45° VERT BEND
STA. 11+28.25
16" 45° VERT BEND
COMMUNITY FLOODPLAIN
EXIST FEMA
100YR FLOODPLAIN
1 4+00
1.-v°
LT) 0
L
250% \
EASE.4111 mEN RGY
15+00
PROFILE
HORZ: 1 "=40'
VERT: 1 "=4'
16+00
SEE SHEET 15 FOR
ACCESS PLAN
30' PERMANENT
ACCESS EASEMENT
STA. 15+16.34
16" 90° BEND
PAVILION PARTNERS
c/o PACE ENTERTAINMENT CORP
PI:051-032-33
DB:8391 PG:224
PAVILION BLVD.
T
16" REUSE
LINE
5aC)
MECKLENBURG COUNTY
PI:051-032-06
DB:9893 PG:118
sse
17+00
ss
EX36""PSS N
30'
PERMANENT
EASEMENT
18+00
PAVILION PARTNERS
c/o PACE ENTERTAINMENT CORP
PI:051-032-33
DB:8391 PG:224
PAVILION BLVD.
16" REUSE
LINE
X S EXIST 25'
RIM: 582.61 EASEMENT
NV O_ 565.22
INV 0�13.23
— — DIRT PATH
REGAL CINEMAS, INC.
PI:051-032-09
DB:19080 PG:813
11240 N. TRYON ST.
N
19+00
NMALLARD CREEK
20±00
SSE
5�5 5
Alga a
- !: :�J
RECORD DRAWINGS
THESE DRAWINGS HAVE BEEN
MODIFIED TO REFLECT FIELD
CHANGES REPORTED BY THE
CONTRACTOR AND/OR ANOTHER
PARTY, BUT HAVE NOT BEEN
VERIFIED BY THE CERTIFYING
ENGINEER.
MARTIN MARIETTA
P I :051-032-04
DB:7667 PG:632
11208 N. TRYON ST.
1. FOR TESTING AND LOCATING OF TRACER WIRE, EACH
ARV VAULT WILL HAVE LEADS EXPOSED. ADDITIONAL
TRACER WIRE IS STUBBED UP AND CAPPED INSIDE VALVE
BOX. VALVE BOX WILL BE MARKED WITH A FIBERGLASS
MARKER POST.
THIS DOCUMENT ORIGINALLY
ISSUED FOR CONSTRUCTION AND
SEALED BY MATTHEW D. BUSWELL,
SEAL NUMBER 33749. THIS
MEDIA SHALL NOT BE CONSIDERED
A CERTIFIED DOCUMENT
efore
Hazen
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
CHARLOTTE
WGTER
32270-016
Job No.
File No. MALLARD CREEK WRF REUSE LINE
Scales
PLAN
PROFILE
H or.
Vert
1"=40'
1"=40'
1" = 4'
EXTENSION TO UNCC
STA 10+00 TO STA 20+00
DRAWINGS
PLAN
1 "= 40'
PLAN
1 "=40'
5 03-22 H&S
3 10-20 H&S
RECORD DRAWINGS
CONFORMED DRAWINGS
As Built
Date
No.
Date By
Revision
S&MC JOG
Surveyed By
Designed By
GWF
Drawn By
JNS
Project—Engr Approved By
Date
Sheet Of
5 25
20220321 1:35P 0:\32270-RAL\32270-016\Design\Drawings\CIVIL\05.dwg By.JGREENE Last Saved By. jgreene XREFs= ..\TBLOCK\32270-016-TB,..\BASE\32270-016-BASE
0
0
U
ICJ

NOTES:
21 +00
22+00
N 20�00
STA1��
DIRT PATH
'> s
S7S e
STA. 21+75.44
16" 45° BEND
23-F00
PAVILION PARTNERS
c/o PACE ENTERTAINMENT CORP
PI:051-032-33
DB:8391 PG:224
PAVILION BLVD.
/
7/
16" REUSE LINE
16" MJ SLEEVE
595
of
NCDOT R/W
VENT
EL: 593.25
�
N'
1-485 EXIT
RAMP
I
1-485
OUTER LOOP
O
600
600
�j
ct Q Q v,_
(ASPHALT)
1
(ASPHALT)
I
I
STA. 122+22.35
COMBINATION AI
RELEASE AND V
VALVE, SEE DE7
WITH FIBERGLAS.
o
BOTTOM
OF
BRIDGE
BOTTOM
OF
BRIDGE
/-485
INNER
LOOP
co
N
2
W
(ASPHALT)
`�
0
16" 11.25' Eh
STA. 21 +75.41
STA. 23+24.:
W
co
EL:
595.0±
EL:
595.00±
(Ni
STA. 29
N
1
/ 00YR FLOOD
/
—
BOTTOM
OF
BRIDGE
590
EL:
595.00E
590
10.2'±
11.3E
1
1.0±
EXIST
GRADE
V
,---....„.
r
../
:\___Z-N----......„.„------Y
-/''
580
580
M
1
A
,
.
I
1
16"
REUSE
LINE
570
570
560
560
20-F00
STA. 22+22.35
COMB/NATION AIR
RELEASE AND VACUUM
VALVE
\\2,2)
MARTIN MARIETTA
P I :051-032-04
DB:7667 PG:632
11208 N. TRYON ST.
STA. 23+24.51
16" 22.5° BEND
5' DIA. CONC COLUMN, TYP
SEE DETAIL TYPICAL
1-485 SECTION 4/D3
24+00
25+00
PROFILE
HORZ: 1 "=40'
VERT: 1 "=4'
EXIST FEMA
100YR FLOODPLA/N
COMMUNITY FLOODPLAIN
600
CONC BRIDGE ABUTMENT
EX 36" RCP SS
(APPROX. LOCATION)
PLAN
1 "= 40'
26+00
27+00
OQ�`P
h,o' `PS
28+00
7
7
7
RIP -RAP
7
7
CONC BRIDGE ABUTMENT
PSNCI LP
P I :051-033-02
DB:27139 PG:639
11020 MORNINGSTAR
PLACE DR.
580
29+00
Ln
vl
vl
t,.► —
------o.
+ —
H&S
By
0
30+00
MARTIN MARIETTA
MATERIALS, INC.
PI:051-033-06
DB:7667 PG:632
(OFF) STONE QUARRY RD
CONFORMED DRAWINGS
1. FOR TESTING AND LOCATING OF TRACER WIRE, EACH ARV
VAULT WILL HAVE LEADS EXPOSED. ADDITIONAL TRACER
WIRE IS STUBBED UP AND CAPPED INSIDE VALVE BOX.
VALVE BOX WILL BE MARKED WITH A FIBERGLASS MARKER
POST.
RECORD DRAWINGS
THESE DRAWINGS HAVE BEEN
MODIFIED TO REFLECT FIELD
CHANGES REPORTED BY THE
CONTRACTOR AND/OR ANOTHER
PARTY, BUT HAVE NOT BEEN
VERIFIED BY THE CERTIFYING
ENGINEER.
THIS DOCUMENT ORIGINALLY
ISSUED FOR CONSTRUCTION AND
SEALED BY MATTHEW D. BUSWELL,
SEAL NUMBER 33749. THIS
MEDIA SHALL NOT BE CONSIDERED
A CERTIFIED DOCUMENT
Hazen
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO. : C-0381
CHARLOTTE
WTER
MALLARD CREEK WRF REUSE LINE
EXTENSION TO UNCC
STA 20+00 TO STA 30+00
Sheet
6
Of
25
DRAWINGS
0
U
w
No.
Dote
Revision
Approved By
Dote
20220311 9:28A 0:\32270—RAL\32270-016\Design\Drawings\CIVIL\06.dwg By..TBARNES Last Saved By. tbarnes XREFs= ..\TBLOCK\32270-016—TB,..\BASE\32270-016—BASE

NOTES:
32+00
33+00
TRACER WIRE TEST STATION
AND FIBERGLASS MARKER,
SEE NOTE 1
STA. 31 +60.22
16" 22.5° BEND
600
600
NCDOT R/W
100YR FLOOD
59
0
58
0
5
90
EXIST GRADE
5 5
80
57
0
16" REUSE
LINE
5
70
560
30+00
2'
43
—1
Z
—1
D •-575-
580 �T
0
31 +00
w =---
0
` O
- O
STA. 33+ 15.14'
16" 45° BEND
34+00
16" REUSE LINE
PSNCI LP
P I :051-033-02
DB:27139 PG:639
11020 MORNINGSTAR PLACE DR.
36+00
/ 4&\\\
MARTIN MARIETTA
MATERIALS, INC.
P I :051-033-06
DB:7667 PG:632
(OFF) STONE QUARRY ROAD
35+00
PROFILE
HORZ: 1 "=40'
VERT: 1 "=4'
30'
PERMANENT
EASEMENT
EX 36" RCP SS
(APPROX. LOCATION)
EXIST 25'
EASEMENT
PLAN
1 "= 40'
WETLAND W2
37+00
560
38+00
i .i
COMMUNITY FLOODPLAIN
Z"j
EXIST FEMA
100YR FLOODPLA/N
39+00
MARTIN MARIETTA
/ MATERIALS, INC.
P I :051-041-01
DB:7667 PG:632
o� 575 E. MALLARD CREEK
be CHURCH RD.
580
575
EX SSMH
RIM: 583.83
INV IN: 562.45
7
H&S
By
6
O
Q
40+00
liJ RECORD DRAWINGS
THESE DRAWINGS HAVE BEEN
> = MODIFIED TO REFLECT FIELD
CHANGES REPORTED BY THE
Q--------'----CONTRACTOR AND/OR ANOTHER
PARTY, BUT HAVE NOT BEEN
VERIFIED BY THE CERTIFYING
ENGINEER.
7
=6.' RCP SS -
RECORD DRAWINGS
CONFORMED DRAWINGS
1. FOR TESTING AND LOCATING OF TRACER WIRE, EACH
ARV VAULT WILL HAVE LEADS EXPOSED. ADDITIONAL
TRACER WIRE IS STUBBED UP AND CAPPED INSIDE VALVE
BOX. VALVE BOX WILL BE MARKED WITH A FIBERGLASS
MARKER POST.
THIS DOCUMENT ORIGINALLY
ISSUED FOR CONSTRUCTION AND
SEALED BY MATTHEW D. BUSWELL,
SEAL NUMBER 33749. THIS
MEDIA SHALL NOT BE CONSIDERED
A CERTIFIED DOCUMENT
Hazen
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO. : C-0381
32270-016
Job No.
Scales
PLAN
PROFILE
H or.
Vert
As Built
S&MC
Surveyed By
File No.
1" = 40'
1" = 40'
1"=4'
Date
JOG
Designed By
CHARLOTTE
WTER
W gL1C3115°V
wad6V.
MALLARD CREEK WRF REUSE LINE
EXTENSION TO UNCC
GWF
Drawn By
STA 30+00 TO STA 40+00
JNS
Project—Engr
Sheet
7
Of
25
DRAWINGS
0
0
0
w
No.
Dote
Revision
Approved By
Dote
20220311 9:28A 0:\32270—RAL\32270-016\Design\Drawings\CIVIL\07.dwg By..TBARNES Last Saved By. tbarnes XREFs= ..\TBLOCK\32270-016—TB,..\BASE\32270-016—BASE

NOTES:
600
600
VENT
EL: 598.0
100YR FLOOD
16" 45° VERT BEND
1 1 I I I I I I
L _
16" 45° VERT BEND
16" 45' VERT BEND
STA. 42+39.14
COMBINATION AIR
RELEASE AND VACUUM
VALVE, SEE DETAIL 4/D
WITH FIBERGLASS MARKS
1 1 1 1 I I I I I
16" 45° VERT
ANTI -SEEP COLLAR I
-SEE DETAIL 0260113
1 1 1 1 1 1 1 1
,STA. 140+68.281
-16" 22.5° AND 11.25
-COMBO BEND
I I I I I I I I
590
1 ' 1
46+34.
f5° BENL
i
STA. 49+19.51
590
/Q c�_
J
,.-
EXIST GRADE
Ct
Q
"-'-.-.—\r
l
580
580
I
_
_
16"
LINE
REUSE
570
570
560
560
40+00
42+00
41 +00
� �11
EXIST FEMA
100YR FLOODPLA/N
STA. 42+39.14
16" 45° VERT BEND
STA 42+29.40 /
16" 45° VERT BEND
TRACER WIRE TEST STATION
AND FIBERGLASS MARKER,
SEE NOTE 1
1" TAP
STA. 40+68.28
16" 22.5° AND 11.25°
COMBO BEND
i
43+00
44-E00
S-2 (PERMANENT STREAM CROSSING
95FT± ARTICULATED CONCRETE BLOCK),
SEE DETAIL 1/D 1
STA. 42+51.08
16" 45° VERT BEND
,STA. 42+63.32
16" 45° VERT BEND
z
�595
SSE
EX SSMH
RIM: 582.46
INV IN: 564.41
INV OUT: 564.21
SSE
00
30'
PERMANENT
EASEMENT
45+00
PROFILE
HORZ: 1"=40'
VERT:
1"=4'
STA. 46+34.74
16" 45° BEND
16" REUSE LINE
SSE
SSE
46
46+00
MARTIN MARIETTA
MATERIALS, INC.
P I :051-041-01
DB:7667 PG:632
575 E. MALLARD CREEK
CHURCH RD.
SSE
EX SSMH
RIM: 585.11
INV IN: 566.17
INV OUT: 565.97
WITHROW FAMILY TRUST
PI:051-033-05A
DB:12369 PG:864
201 BUNNYFIELD RD.
16" MJ SLEEVE
STA. 47+95.27
COMBINATION AIR
RELEASE AND VACUUM
VALVE
EX SSMH
RIM: 584. 14
INV IN: 562.45
INV OUT: 580.31
47+00
48+00
49+00
50±00
COMMUNITY FLOODPLAIN
EXIST FEMA
100YR FLOODPLA/N
S-3 (PERMANENT STREAM CROSSING
30FT± ARTICULATED CONCRETE BLOCK),
SEE DETAIL 1/D 1
STA. 49+19.51
NT/-SEEP COLLAR
WETLAND W4
O�
OX
h
C.�P
SS
sss
RECORD DRAWINGS
THESE DRAWINGS HAVE BEEN
MODIFIED TO REFLECT FIELD
CHANGES REPORTED BY THE
CONTRACTOR AND/OR ANOTHER
PARTY, BUT HAVE NOT BEEN
VERIFIED BY THE CERTIFYING
ENGINEER.
1. FOR TESTING AND LOCATING OF TRACER WIRE, EACH
ARV VAULT WILL HAVE LEADS EXPOSED. ADDITIONAL
TRACER WIRE IS STUBBED UP AND CAPPED INSIDE VALVE
BOX. VALVE BOX WILL BE MARKED WITH A FIBERGLASS
MARKER POST.
THIS DOCUMENT ORIGINALLY
ISSUED FOR CONSTRUCTION AND
SEALED BY MATTHEW D. BUSWELL,
SEAL NUMBER 33749. THIS
MEDIA SHALL NOT BE CONSIDERED
A CERTIFIED DOCUMENT
efore
Hazen
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO. : C-0381
CHARLOTTE
WGTER
32270-016
Job No. File No.
Scales
PLAN
PROFILE
H or.
Vert
1"=40'
1"=40'
1" = 4'
MALLARD CREEK WRF REUSE LINE
EXTENSION TO UNCC
STA 40+00 TO STA 50+00
DRAWINGS
PLAN
1 "=40'
5 03-22 H&S
3 10-20 H&S
RECORD DRAWINGS
CONFORMED DRAWINGS
As Built
Dote
No.
Date By
Revision
S&MC JOG
Surveyed By
Designed By
GWF
Drawn By
JNS
Project—Engr Approved By
Date
Sheet Of
8 25
20220315 4:47P 0:\32270—RAL\32270-016\Design\Drawings\CIVIL\08.dwg By.JGREENE Last Saved By. tbarnes XREFs= ..\TBLOCK\32270-016—TB,..\BASE\32270-016—BASE
0
0
0
ICJ

NOTES:
600
600
I
VENT
ENERGY
EASEMENTMil
M
�I-DUKE
�-
•5905
rl01
AA
f/
1
4IL
MO
MR
os
r1
+9
VE
in
54
PO°
II�111_!!!UII!!i!!!i_B���
%RL
===�
i'
�i�%v1
IAi�:�ls
iiTiiIi!iII�
��
��1�
irk-r-
miiiii
laimmilMmm.
iiruiiee-■i.��==_•
I
II
•
MAN
I
........
I
!
16"I REUSE
LINE
5
0
5
0
1111:12
MEM
1100 Lf
CASING
VE
52
111111
O
560
50+00
51 +00
STA. 50+69.49 .
-ANTI-SEEP COLLAR
SSE
SSE
'
- .0
• Lxi Tr)
30'
PERMANENT
>� / �--\-EASEMENT
~i0
Q
(1)
_ ---_-- 575
Alb
52+00
53+00
ACCESS GATE,
SEE DETAIL 2/D3
16" MJ SLEEVE
WETLAND W4
-- STA. 52+56.24
45° VERT BEND,
580 _ ---
SS — -
--- — - EX-36—' RCSS — —
a
EX SSMH
RIM: 586.42
INV IN: 574.74
INV IN: 576.43
INV OUT: 574.74
EX SSMH
(RIM: 590.36
!NV OUT:: 584.19
STA. 63.47
16" 45° VERT BEND
STA. 54+46.75
I /16" 90° BEND
s8s
16" MJ SLEEVE
\Pi
TRACER WIRE TEST STATION
AND FIBERGLASS MARKER,
SEE NOTE 3
54+00
25' PERMANENT
ACCESS EASEMENT
STA. 53+98.21
16" 45° VERT BEND
55±00
SEE SHEET 16
FOR ACCESS PLAN
WITHROW FAMILY TRUST
PI:051-033-05A
DB:12369 PG:864
201 BUNNYFIELD RD.
�X MH
RIM: 586.31
INV IN: 575.58
INV OUT: 575( 8
PLAN
PROFILE 56±00
HORZ: 1 "=40'
VERT: 1 "=4'
57+00
EX TRANSMISSION TOWER
MARTIN MARIETTA
MATERIALS, INC.
PI:051-021-01
DB:7667 PG:632
EXIST 25'
EASEMENT
Ci
C.";
ATKIN
)ATH
58+00
MARTIN MARIETTA
MATERIALS, INC.
P I :051-041-01
DB:7667 PG:632
575 E. MALLARD CREEK
CHURCH RD.
h
59+00
OE OE —
585
590
App580
575--
SLUDGE DRYING BEDS
SEE NOTES 1 AND 2
(ABANDONED)
3SS
16" MJ SLEEVE
NS\T1';44. 59+87.80
COMB/NATION AIR
RELEASE AND VACUUM
VALVE
3SS
585
-575 5a0�
3SS 1
MECKLENBURG COUNTY
PI:051-021-08
DB:3032 PG:240
E MALLARD CREEK
CHURCH RD.
3SS—
60±00
ABANDONED WASTEWATER
TREATMENT PLANT SITE
RECORD DRAWINGS
THESE DRAWINGS HAVE BEEN
MODIFIED TO REFLECT FIELD
CHANGES REPORTED BY THE
CONTRACTOR AND/OR ANOTHER
PARTY, BUT HAVE NOT BEEN
VERIFIED BY THE CERTIFYING
ENGINEER.
1. CONTRACTOR SHALL DEMOLISH AND REMOVE EXISTING
CONCRETE SLUDGE DRYING BEDS WITHIN EASEMENT
LIMITS, AS SHOWN. REMOVAL AND DISPOSAL OF
MATERIALS AND DEBRIS SHALL BE AS DESCRIBED IN ITEM
S OF SPECIFICATION 01025.
2. EXCAVATION AND REMOVAL OF UNSUITABLE
MATERIALS FOR USE IN TRENCH BACKFILLING SHALL BE
IN ACCORDANCE WITH ITEM R OF SPECIFICATION 01025.
3. FOR TESTING AND LOCATING OF TRACER WIRE, EACH
ARV VAULT WILL HAVE LEADS EXPOSED. ADDITIONAL
TRACER WIRE IS STUBBED UP AND CAPPED INSIDE VALVE
BOX. VALVE BOX WILL BE MARKED WITH A FIBERGLASS
MARKER POST.
THIS DOCUMENT ORIGINALLY
ISSUED FOR CONSTRUCTION AND
SEALED BY MATTHEW D. BUSWELL,
SEAL NUMBER 33749. THIS
MEDIA SHALL NOT BE CONSIDERED
A CERTIFIED DOCUMENT
efore
Hazen
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO. : C-0381
CHARLOTTE
WoTER
32270-016
Job No. File No.
Scales
PLAN
PROFILE
H or.
Vert
1"=40'
1"=40'
1" = 4'
MALLARD CREEK WRF REUSE LINE
EXTENSION TO UNCC
5 03-22 H&S
3 10-20 H&S
RECORD DRAWINGS
CONFORMED DRAWINGS
As Built
Date
STA 50+00 TO STA 60+00
DRAWINGS
0
ce
0
ce
1 "=40'
No.
Date By
Revision
S&MC JOG
Surveyed By
Designed By
GWF
Drawn By
JNS
Project—Engr Approved By
Date
Sheet Of
9 25
20220315 5:04P 0:\32270—RAL\32270-016\Design\Drawings\CIVIL\09.dwg By.JGREENE Last Saved By. tbarnes XREFs= ..\TBLOCK\32270-016—TB,..\BASE\32270-016—BASE

NOTES:
— 3SS
600
600
IIII
VENT
EL: 598.75
100YR FLOOD
,
STA. 63+77.77
16" 45° VERT BEND
1 i 1 1 1 i i
0
0
COMBINATION AIR
RELEASE AND VACUU1
VALVE, SEE DETAIL 4
WITH FIBERGLASS MAI
W
W
co
STA. 64+84.1
r
590
i i i
STA. 63
16" 45°
—
1 1 1
'TA. 69+31.71
—
STA.
V
I I I I
• TRIBUTARY
I I I I
TRIBUTARY
iiii
Ct
EXIST
GRADE
Q(r)
580
580
I
r
i
570
16" REUSE
570
4. 64+86
LINE
560
560
OEM
585
of
3SS
OE
580
575
580
575
EX SSMH
RIM: 588. 13
INV IN: 576.01
INV OUT: 576.01
3SS
OE
61 -F00
62+00
MARTIN MARIETTA
MATERIALS, INC.
PI :051-041-01
DB:7667 PG:632 —
575 E. MALLARD CREEK
CHURCH RD.
OE
X SSMH
RIM: 588.29
INV IN: 576.60
INV OUT: 576.60 —
3SS — 3SS
16" MJ SLEEVE
ABANDONED WASTEWATER
TREATMENT PLANT SITE
OE
EX 36" RCP SS
63+00
STA. 63+80.61
16" 45° VERT BEND
16"
EX SSMH
RIM: 587.40
NV IN: 576.93
INV IN: 576.93
/rz:43°)
MECKLENBURG COUNTY
PI:051-021-08
DB:3032 PG:240
E MALLARD CREEK CHURCH RD.
30'
585 PERMANENT
EASEMENT
INV OU1: _57
585
63+77.77
45° VERT BEND
25' PERMANENT
ACCESS EASEMENT
SEE SHEET 15 FOR ACCESS PLAN S-5 (PERMANENT STREAM CROSSING
64+00
EX TRANSMISSION TOWER, TYP
590 -
-- DIRT PATH
kw
artrextaik
rr ;� ,1Lik
STA. 64+84.16
16" 45° VERT BEND
STA. 64+86.25
16" 45° VERT BEND
65+00
PROFILE
HORZ: 1"=40'
VERT: 1 "=4'
-o
STA. 65+05.18
COMBINATION AIR
RELEASE AND VACUUM
VALVE
66+00
3SS
3SS
16" REUSE LINE
67+00
590
EX— SMH
RIM: 587.96
INV IN: 577.48
INV OUT: 577.48
3SS
70'
PERMANENT
EASEMENT
JAMES FROSST ALEXANDER
PI:051-021-02
DB:2086 PG:305
10400 N. TRYON ST
ss
68+00
COMMUNITY FLOODPLAIN
EXIST FEMA
100YR FLOODPLAIN
3SS
69+00
3SS
STA. 69+31.71
ANTI —SEEP COLLAR
STA. 69+53.65
16" 2. 5° BEND
TRACER WIRE TEST STATION
AND FIBERGLASS MARKER,
SEE NOTE 1
1
70+00
585
OE
585
WETLAND W6
0
—4
0
0
RECORD DRAWINGS
THESE DRAWINGS HAVE BEEN
MODIFIED TO REFLECT FIELD
CHANGES REPORTED BY THE
CONTRACTOR AND/OR ANOTHER
PARTY, BUT HAVE NOT BEEN
VERIFIED BY THE CERTIFYING
ENGINEER.
1. FOR TESTING AND LOCATING OF TRACER WIRE, EACH
ARV VAULT WILL HAVE LEADS EXPOSED. ADDITIONAL
TRACER WIRE IS STUBBED UP AND CAPPED INSIDE VALVE
BOX. VALVE BOX WILL BE MARKED WITH A FIBERGLASS
MARKER POST.
THIS DOCUMENT ORIGINALLY
ISSUED FOR CONSTRUCTION AND
SEALED BY MATTHEW D. BUSWELL,
SEAL NUMBER 33749. THIS
MEDIA SHALL NOT BE CONSIDERED
A CERTIFIED DOCUMENT
Know
efore
Hazen
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO. : C-0381
CH ARLOTTE
32270-016
Job No.
File N
Scales
PLAN
PROFILE
H or.
Vert
1"=40'
1" = 40'
1"=4'
MALLARD CREEK WRF REUSE LINE
EXTENSION TO UNCC
STA 60+00 TO STA 70+00
DRAWINGS
0
0
U
w
42FT± ARTICULATED CONCRETE BLOCK),
SEE DETAIL 1/D 1
PLAN
1 "=40'
5
03-22
H&S
RECORD DRAWINGS
As Built
Date
3
10-20
No.
Dote
H&S
By
CONFORMED DRAWINGS
Revision
S&MC
Surveyed By
JOG
Designed By
GWF
Drawn By
JNS
Project—Engr
Approved By
Dote
Sheet
10
Of
25
20220316 1:51P 0:\32270—RAL\32270-016\Design\Drawings\CIVIL\10.dwg By:LFETTER Last Saved By. (fetter XREFs= ..\TBLOCK\32270-016—TB,..\BASE\32270-016—BASE

NOTES:
600
59
0
58
0
57
0
560
70+00
- 3SS
i
•
71 +00
EX TRANSMISSION TOWER, TYP
5')
3SS
585
•
72+00
COMMUNITY FLOODPLAIN
EXIST FEMA
100YR FLOODPLA/N
3SS•
STA. 70+82.36
WETLAND W6 ANTI —SEEP COLLAR
3SS
73+00
3SS
PERMANENT
EASEMENT
(VARIES)
JAMES FROSST ALEXANDER
P I :051-021-02
DB:2086 PG:305
10400 N. TRYON ST
16" REUSE
LINE
3SS
X SSMH
RIM: 589.51
NV IN: 578.53
/ V • UT:: 578.53
DUKE ENERGY EASEMENT
EXIST GRADE
74+00
LANE CONSTRUCTION CORP.
PI:051-021-03B
DB:NR PG NR
E. MALLARD CREEK CHURCH RD.
Say
Cn
3SS
16" REUSE LINE
OF
3SS
75+00
PROFILE
HORZ: 1 "=40'
VERT:
76+00
ROCK SILL, RS-4, SEE
DETAIL 1/D5
ROCK SILL, RS-3, SEE
DETAIL 1/D5
�sBs�X SSMH
IM: 587. 18
NV IN: 578.62
INV IN: 578.62
INV OUT: 578.62
16" MJ SLEEVE
OF STA. 76+24.08
PLAN
16" 22.5° BEND
OF
OF
i
M
I
m
tO
585
100YR FLOOD
EX
77+00
ss
15"
SS
s
78+00
EXIST 25'
EASEMENT
/
h
S`D
600
5
90
5
80
5
70
560
79+00
2 S-7 (PERMANENT STREAM CROSSING
50FT± ARTICULATED CONCRETE BLOCK),
SEE DETAIL 1/D 1
RIP —RAP STREAM CROSSING
TRACER WIRE TEST STATION
AND FIBERGLASS MARKER,
NOTE 1
80+00
S
30'
PERMANENT
EASEMENT
S
"Sr
CP
k
0
0
ATHLETIC FIELD
ACCESS GATE,
SEE DETAIL 2/D3
MECKLENBURG COUNTY
PI:051-021-09
DB:5636 PG:544
201 E MALLARD CREEK CHURCH RD.
(KIRK FARM FIELDS COMMUNITY PARK)
RECORD DRAWINGS
THESE DRAWINGS HAVE BEEN
MODIFIED TO REFLECT FIELD
CHANGES REPORTED BY THE
CONTRACTOR AND/OR ANOTHER
PARTY, BUT HAVE NOT BEEN
VERIFIED BY THE CERTIFYING
ENGINEER.
1. FOR TESTING AND LOCATING OF TRACER WIRE, EACH
ARV VAULT WILL HAVE LEADS EXPOSED. ADDITIONAL
TRACER WIRE IS STUBBED UP AND CAPPED INSIDE VALVE
BOX. VALVE BOX WILL BE MARKED WITH A FIBERGLASS
MARKER POST.
THIS DOCUMENT ORIGINALLY
ISSUED FOR CONSTRUCTION AND
SEALED BY MATTHEW D. BUSWELL,
SEAL NUMBER 33749. THIS
MEDIA SHALL NOT BE CONSIDERED
A CERTIFIED DOCUMENT
Hazen
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO. : C-0381
CHARLOTTE
WTER
32270-016
Job No. File No.
5 03-22 H&S
3 10-20 H&S
2 9-20 JOG
RECORD DRAWINGS
CONFORMED DRAWINGS
Scales
PLAN
PROFILE
H or.
Vert
1" = 40'
1" = 40'
1" = 4'
MALLARD CREEK WRF REUSE LINE
EXTENSION TO UNCC
STA 70+00 TO STA 80+00
DRAWINGS
0
c
0
U
1 "= 40'
As Built
Date
PERMANENT EASEMENT REVISION
No.
Date By
Revision
S&MC JOG
Surveyed By
Designed By
GWF
Drawn By
JNS
Project—Engr Approved By
Date
Sheet Of
11 25
20220311 9:30A 0:\32270—RAL\32270-016\Design\Drawings\CIVIL\11.dwg By.TBARNES Last Saved By. tbarnes XREFs= ..\TBLOCK\32270-016—TB,..\BASE\32270-016—BASE

;s CO
— 3SS
co
Q
(/)
3SS
MA TCHLINE
60
0
58
0
100YR FLOOD
EXIST GRADE
16" REUSE
LINE
6
5
00
90
5
80
57
0
5
70
565
80±00
/7t
585
585
81 +00
ELEVATED BOARDWALK
580_`
585
EX SSMH
RIM: 589.09
INV IN: 577.63
INV OUT: 577.63
3SS
3SS
81
3SS
3SS
82+00
MEMEME
3SS
IMIEME
585
83+00
LANE CONSTRUCTION CORP.
P I :051-021-03 B
DB:NR PG NR
E. MALLARD CREEK CHURCH RD.
3SS
16" REUSE LINE
_ -
- UMW � MEM
3SS
84+00
3SS
85+00
PROFILE
HORZ: 1 "=40'
VERT: 1 "=4'
NCDOT MITIGATION WETLAND SITE —\
oasis SEEM SEEM
EMEME
585
EX SSMH
RIM: 587. 16
INV IN: 557.53
INV OUT: 557.33
3SS
85+00
3SS
ATHLETIC FIELD
585
3SS
MECKLENBURG COUNTY
PI:051-021-09
DB:5636 PG:544
201 E MALLARD CREEK CHURCH RD.
(KIRK FARM FIELDS COMMUNITY PARK)
86+00
3SS
ass
87+00
- - N
EXIST 20'
EASEMENT
88+00
EMEEME
3SS-
88+00
3SS 3SS
30'
PERMANENT
EASEMENT
5
65
89+00
3SS
y 585
EX SSMH
IM: 587.79
INV IN: 560.13
INV OUT: 559.93
3SS
3SS
89 + 00
3SS
3SS
580
585
3SS
3SS
90+00
O ss
Co
Q
MA TCHLINE
RECORD DRAWINGS
THESE DRAWINGS HAVE BEEN
MODIFIED TO REFLECT FIELD
CHANGES REPORTED BY THE
CONTRACTOR AND/OR ANOTHER
PARTY, BUT HAVE NOT BEEN
VERIFIED BY THE CERTIFYING
ENGINEER.
THIS DOCUMENT ORIGINALLY
ISSUED FOR CONSTRUCTION AND
SEALED BY MATTHEW D. BUSWELL,
SEAL NUMBER 33749. THIS
MEDIA SHALL NOT BE CONSIDERED
A CERTIFIED DOCUMENT
before
Hazen
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO. : C-0381
CHARLOTTE
WTER
32270-016
Job No.
File N
5
03-22
H&S
RECORD DRAWINGS
Scales
PLAN
PROFILE
Hor.
Vert
1" = 40'
1" = 40'
1"=4'
MALLARD CREEK WRF REUSE LINE
EXTENSION TO UNCC
STA 80+00 TO STA 90+00
DRAWINGS
PLAN
1 "= 40'
3
10-20
H&S
CONFORMED DRAWINGS
As Built
Date
2
8-20
No.
Date
JOG
By
PERMANENT EASEMENT REVISION
Revision
S&MC
Surveyed By
JOG
Designed By
GWF
Drawn By
JNS
Project—Engr
Approved By
Date
Sheet
12
Of
25
20220311 9:31A 0:\32270—RAL\32270-016\Design\Drawings\CIVIL\12.dwg By.TBARNES Last Saved By. tbarnes XREFs= ..\TBLOCK\32270-016—TB,..\BASE\32270-016—BASE
0
0
U
w
Ct

9
1 1
1 1
Li
1 NCDOT R/W
/ 00YR
FLOOD
1 1
VENT
0MBINA T/ N AIR
?ELEASE AND VACUUM
IAL VE, SEE DETAIL 4/D4
KITH FIBER9LASS MARKER
EL:
600.0
CREEK
E.
MALLARD
CHURCH
RD
SR#5394
600
8'x6' VAULT,
SEE DWG 14B
W/TN F!P Pf I A SS AAAI
(ASPHALT)
600
116"x4" TEE W/4"G
STA. 1911+62.80
h
r____(4\1_,,
N
STA. 199+60.24
221.5° VERT BEND
LSTA. 93+30. 93
STA. 94+98.431
EX
FO
STA. 98+48.78
16" 45° BEND
I I I I I I
ALLARD CREEI
1 1 1 1 1 1
111
STA. 99+54.4
16" 45° AND
, I ,BEND
COMBO BEND
EX GAS
/
lEX
FO
590
EXIST
GRADE
I
I
1
/
EX 24"
W L
/
I
I TI
RIBUTAR
1
EX 3f
" PCP
SS
I
i
Iw
.:I
I�
I
\
II
IEX12"WL
J
,
h
)
1
580
1
11
411
I
1
5,�
_
t
I
I
EX 60" PC350 DIP
I
(APPROX 220 LF)
1
/
SEE
NOTES
1 AND
2
I
2
-------
-----,
LI
II
-
---
-1
---
-------
,
I
a
° BEND
-_-
I
STA. 9972.9
I .+� 1 1 I
570
STA. 91 +34.6
PROP 190° BEI
1 1 1 1 1
�vl 1
4. 91 +55.5
STA. 93+25.
--
__
L------
----------------�----
16"
REUSE
LINE
_
I
I
100 LF
24" STEEL CASING
(SEE DETAIL 0232201)
565
I
565
1+nn U1 +nn U7+nn U+nn Ud+nn PROFILE
ca + n n UF;+nn U7+nn UR+nn Una+nn 1 nr
0
Q
A
MECKLENBURG COUNTY
P I :051-021-09
DB:5636 PG:544
201 E MALLARD CREEK
CHURCH RD.
(KIRK FARM FIELDS
COMMUNITY PARK)
SEE SHEET 16
FOR ACCESS PLAN
EIP
NCDOT MITIGATION
WETLAND SITE
STA. 93+30.93
16" 45° VERT BEND
STA. 93+25.23
16" 45° VERT BEND
STA. 91+28.00
516" x 4" TEE W/ 4" GV
AND RJ PLUG
16" MJ SLEEVE -
MALLARI- - _CREEK
EXIST 20'
EASEMENT
3SS
585
x
30' -
PERMANENT
EASEMENT
EX FENCE
(SEE NOTE 4)
STA. 91+41.72
16" GV
SEE SHEET 16
FOR ACCESS PLAN
30' PERMANENT
ACCESS EASEMENT
STA. 94+98.43
16" 90° BEND
16"
REUSE LINE
EX SSMH
RIM: 590.70
INV IN: 581.02
A�DUT: 581.02
STA. 91 +34.66/0+00,-
90° BEND
STA. 91+77.56
90° BEND
STA. 91+62.80
PROP 90° BEND
STA. 91+55.92
16" GV
EX SSMH
RIM: 590.25
INV IN: 580.84
/NV OUT: 580.84
HORZ: 1 "=40'
VERT: 1 "=4'
BOLLARD, TYP OF 4
SEE DETAIL 0245100
I II I. III
100 LF
24" STEEL CASING
(SEE DETAIL 0232201)
STA. 92+97.15
COMBINATION AIR
RELEASE AND VACUUM
VALVE
BELLSOUTH
TELECOMMUNICATIONS,
INC
PI:049-382-02
DB:5373 PG:425
400 E MALLARD CREEK
CHURCH RD.
20' PERMANENT
ACCESS EASEMENT
ACCESS GATE,
SEE DETAIL 2/D3
EX 60" PC350 DIP
(APPROX 220 LF)
SEE NOTES 1 AND 2
EX12"WL�
EX S H
RIM: 587.76
INV IN: 564.63
INV OUT: 564.E
NCDOT MITIGATION
WETLAND SITE
1 "= 40'
V
SSE
EXIST FEMA
100YR FLOODPLAIN
BEDROCK HOLDINGS II LLC
(CHARLOTTE)
PI:049-382-01
STA. 98+48.78 DB:29505 PG:814
16" 45° BEND E MALLARD CREEK CHURCH RD.
S-9 (PERMANENT STREAM CROSSING
95FT± ARTICULATED CONCRETE BLOCK),
SEE DETAIL 1/D 1
30'
PERMANENT
EASEMENT
A5
STA. 99+54.48 \s
16" 45° AND 11.25°
COMBO BEND
STA. 99+60.24
22.5° VERT BEND
STA. 99+72.94
=q 22.5° VERT BEND
TRACER WIRE TEST STATION
AND FIBERGLASS MARKER,
SEE NOTE 1
LA
SSE
MECKLENBURG COUNTY
PI:049-382-03
00 DB:5944 PG:05
E. MALLARD CREEK CHURCH RD.
0
0
+00
RECORD DRAWINGS
THESE DRAWINGS HAVE BEEN
MODIFIED TO REFLECT FIELD
CHANGES REPORTED BY THE
CONTRACTOR AND/OR ANOTHER
PARTY, BUT HAVE NOT BEEN
VERIFIED BY THE CERTIFYING
ENGINEER.
NOTES:
1. PRIOR TO INSTALLATION OF THE 16" DIP REUSE LINE
INTO THE EXISTING 60" DIP PIPE, CONTRACTOR SHALL
PERFORM A CLOSE CIRCUIT (CCTV) INSPECTION TO
VISUALLY ASSESS THE STRUCTURAL INTEGRITY OF THE
CASING PIPE. CCTV VIDEO SHALL BE PROVIDED TO THE
OWNER AND ENGINEER FOR REVIEW.
2. CONTRACTOR SHALL FILL ANNULAR SPACE BETWEEN
CARRIER PIPE AND CASING PIPE AND WITH GROUT AND
CONSTRUCT A 8INCH WATER TIGHT MASONRY
BULKHEAD AT EACH END OF THE CASING.
3. CONTRACTOR SHALL COORDINATE WITH BELLSOUTH
COMMUNICATIONS TO DETERMINE THE LIMITS OF
UNDERGROUND INFRASTRUCTURE IN THE VICINITY OF
ACCESS EASEMENT AND PROVIDE ADEQUATE
PROTECTION FROM VEHICLE LOADING, AS NECESSARY.
4. EXISTING FENCE SHALL BE TEMPORARILY REMOVED AS
NECESSARY FOR INSTALLATION OF PIPELINE. FENCE
SHALL BE REPLACED UPON CONCLUSION OF
CONSTRUCTION ACTIVITIES.
5. FOR TESTING AND LOCATING OF TRACER WIRE, EACH
ARV VAULT WILL HAVE LEADS EXPOSED. ADDITIONAL
TRACER WIRE IS STUBBED UP AND CAPPED INSIDE VALVE
BOX. VALVE BOX WILL BE MARKED WITH A FIBERGLASS
MARKER POST.
THIS DOCUMENT ORIGINALLY
ISSUED FOR CONSTRUCTION AND
SEALED BY MATTHEW D. BUSWELL,
SEAL NUMBER 33749. THIS
MEDIA SHALL NOT BE CONSIDERED
A CERTIFIED DOCUMENT
Know
waft
before
Nou
Hazen
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO. : C-0381
CHARLOTTE
WTER
32270-016
Job No.
File N
5
03-22
H&S
RECORD DRAWINGS
3
10-20
H&S
CONFORMED DRAWINGS
Scales
PLAN
PROFILE
Hor.
Vert
1" = 40'
1" = 40'
1"=4'
MALLARD CREEK WRF REUSE LINE
EXTENSION TO UNCC
2
9-20
JOG
PERMANENT EASEMENT REVISION
As Built
Date
STA 90+00 TO STA 100+00
1
8-20
No.
Date
JOG
By
ADDENDUM NO. 1
Revision
S&MC
Surveyed By
JOG
Designed By
GWF
Drawn By
JNS
Project-Engr
Approved By
Date
Sheet
13
Of
25
DRAWINGS
0
ce
0
W
ce
20220315 5:22P 0:\32270-RAL\32270-016\Design\Drawings\CIVIL\13.dwg ByJGREENE Last Saved By. tbarnes XREFs= ..\TBLOCK\32270-016-TB,..\BASE\32270-016-BASE

NOTES:
610
610
Lu
C5
°
Q
N'
16" 22.5' AND
COMBO BEND
,STA. 1I A. 103+14I 5;
16" 22.5' BENDMill
-
AM
16" GV W/ BLIP
IIIIIII
�1s
T
O
1^
T
A
A
Q
Q
100YR FLOOD
iE
i
600
590
590
EXIST GRADE
7—
PHAS
REDS
-
—
1
--7
580
16"
LINE
REUSE
570
570
1 01 +00
1 02+00
BEDROCK HOLDINGS II LLC
(CHARLOTTE)
P1:049-382-01
DB:29505 PG:814
E MALLARD CREEK CHURCH RD.
SSE
SSE
SSE
16" REUSE LINE
STA. 100+11.14
16" 22.5° AND 11.25°
COMBO BEND
PROFILE
HORZ: 1 "=40'
VERT: 1 "=4'
PLAN
1 03+00
30
PERMANENT
EASEMENT
SSE
104+00
STA. 103+14.52
16" 22.5° BEND
STA. 104+73.81
16" GV W/ BL/ND FLANGE
SSE
MECKLENBURG COUNTY
P1:049-382-03
DB:5944 PG:05
E. MALLARD CREEK CHURCH RD.
r
1 05+00
E 2 16" MALLARD
E LINE (BY OTHERS)
1 05+50
UNIVERSITY OF NORTH CAROLINA
AT CHARLOTTE
PI:049-311-02A
DB:2475 PG 587
N. TRYON ST.
WETLAND W7
11.
TRACER WIRE TEST STATION
AND FIBERGLASS MARKER,
SEE NOTE 1
RECORD DRAWINGS
THESE DRAWINGS HAVE BEEN
MODIFIED TO REFLECT FIELD
CHANGES REPORTED BY THE
CONTRACTOR AND/OR ANOTHER
PARTY, BUT HAVE NOT BEEN
VERIFIED BY THE CERTIFYING
ENGINEER.
1. FOR TESTING AND LOCATING OF TRACER WIRE, EACH
ARV VAULT WILL HAVE LEADS EXPOSED. ADDITIONAL
TRACER WIRE IS STUBBED UP AND CAPPED INSIDE VALVE
BOX. VALVE BOX WILL BE MARKED WITH A FIBERGLASS
MARKER POST.
THIS DOCUMENT ORIGINALLY
ISSUED FOR CONSTRUCTION AND
SEALED BY MATTHEW D. BUSWELL,
SEAL NUMBER 33749. THIS
MEDIA SHALL NOT BE CONSIDERED
A CERTIFIED DOCUMENT
Know
efore
a
Hazen
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO. : C-0381
CH ARLOTTE
32270-016
Job No.
File N
5
03-22
H&S
RECORD DRAWINGS
Scales
PLAN
PROFILE
H or.
Vert
1" = 40'
1" = 40'
1"=4'
MALLARD CREEK WRF REUSE LINE
EXTENSION TO UNCC
STA 100+00 TO STA 104+74
DRAWINGS
1 "= 40'
3
10-20
H&S
CONFORMED DRAWINGS
As Built
Date
1
8-20
No.
Date
JOG
By
ADDENDUM NO. 1
Revision
S&MC
Surveyed By
JOG
Designed By
GWF
Drawn By
JNS
Project—Engr
Approved By
Date
Sheet
14
Of
25
20220316 11:02A 0:\32270—RAL\32270-016\Design\Drawings\CIVIL\14.dwg By:LFETTER Last Saved By. (fetter XREFs= ..\TBLOCK\32270-016—TB,..\BASE\32270-016—BASE
CC
0
U
ICJ
Ct

NOTES:
r (SEE NOTE 1)
I STA.
STA. 0+10.06
12" GV (NORMALLY CLOSED)
STA. 0+00.001
I3ss 8'x6' VAULT,
I SEE DWG 14B
STA. 0+00/91 +34.66
90° BEND
3SS
620
A. JtCV. 4tf I I I
/" TAPPING SLEEVE
VD VALVE (NORMALLY
I I I I 1 I 1 1
O
W
12"X 10" REDUCER -
I I I 1 II
NI'
W
90° BEND ROTA]
IIIII
O
I I I
STA. 4+87.4C
22.5° VERT B
1
4. 5+29. 9.:
A
1 \
Q
MA
"
NtQ
J
' I 1
FIBERGLASS MARKE
Ic I
NW
M41
CO
�J�
UV*
0
/
610
16"X12" RED
6' X
8'
X
7
I
TOP
=
610a:
1
7
C�
EXFO
IN
I
600
STA.
PROP
10" BACA
4\
SEE SHE
BOTTOM
/
I
tXER
590
EXIST
GRADE
590
_...\
—
-
12"
_
WATERLINE
'
I
80
580
/1_,
1 11 A • !1 /1 /1 • 11 !1 7 • 11 !1 A • 11 !1 C • 11 /1 !^ • 11 !1 !^
3SS
30' PERMANENT
EASEMENT
I I JVVIIVU UHI
I I (-(--(Thr�
TWO (2) SCH40 PVC CONDUITS
INSTALLED BETWEEN AIR GAP VAULT
AND BFP VAULT FOR FUTURE USE,
SEE SECTIONS A & B ON DWG 14B - — —
3SS
3SS
3SS
ASPHAL T
PARKING
HORZ: 1 "=40'
VERT: 1 "=4'
STA. 2+17.34
45° BEND
12" SLEEVE
PLAN
1"=20'
GRAVEL
PARKING
COMMUNITY FLOODPLAIN
EX GUARDRAIL
3SS
12" SLEEVE
12"
WATERLINE
WOODS
0
' VAULT,
0'
FLOW PREVENTER VAULT,
T 14B FOR DETAILS
= 603.50'
50
EXIST FEMA
100YR FLOODPLAIN
\STA. 5+62.48
24"X 10" TAPPING SLEEVE
AND VALVE (NORMALLY CLOSED)
8" PVC DRAIN
INV IN = 603.50'
INV OUT = 603 00'
EX
Aravaimi__"z\
gamoritasirt
;:rete.AL
E. MALLARD CREEK
CHURCH RD
(ASPHALT)
#5394
1. EXISTING FENCE SHALL BE TEMPORARILY REMOVED AS
NECESSARY FOR INSTALLATION OF PIPELINE. FENCE
SHALL BE REPLACED UPON CONCLUSION OF
CONSTRUCTION ACTIVITIES.
2. CONTRACTOR SHALL COORDINATE PROTECTION OR
TEMPORARY REMOVAL OF WATER FOUNTAIN AND BIKE
TOOL RACK WITH MECKLENBURG COUNTY. CONTACT
MIKE MONROE, MECKLENBURG COUNTY GREENWAY
MANAGER, AT [phone]. MECKLENBURG COUNTY
RESERVES THE RIGHT TO PERFORM ANY NECESSARY
REMOVAL OR PROTECTION EFFORTS WITH COUNTY
PERSONNEL, AT THE CONTRACTOR'S EXPENSE.
3. FOR TESTING AND LOCATING OF TRACER WIRE, EACH
ARV VAULT WILL HAVE LEADS EXPOSED. ADDITIONAL
TRACER WIRE IS STUBBED UP AND CAPPED INSIDE VALVE
BOX. VALVE BOX WILL BE MARKED WITH A FIBERGLASS
MARKER POST.
EX/STING PP,
SfE NOTf 3
si
����,,/ral . *V00 I"
������ ilk , ,.fiitt
1
ftigig
IMain- %.r �I3Ss !�Ii►��o�l'>i����ii�/:� �1�te„�� 1/inrs1%jj jliialSTA°4+87a40v
22.5° VERT BEND
RIPRAP OUTLET PROTECTION
SLOPE PROTECT/ON MATTING, TYP
MECKLENBURG COUNTY
PI:051-021-09
DB:5636 PG:544
201 E MALLARD CREEK
CHURCH RD.
(KIRK FARM FIELDS
COMMUNITY PARK)
STA. 5+29.93
90° BEND ROTATED
0" BACK FLOW PREVENTER VAULT,
SEE SHEET 14B FOR DETAILS
RECORD DRAWINGS
THESE DRAWINGS HAVE BEEN
MODIFIED TO REFLECT FIELD
CHANGES REPORTED BY THE
CONTRACTOR AND/OR ANOTHER
PARTY, BUT HAVE NOT BEEN
VERIFIED BY THE CERTIFYING
ENGINEER.
THIS DOCUMENT ORIGINALLY
ISSUED FOR CONSTRUCTION AND
SEALED BY MATTHEW D. BUSWELL,
SEAL NUMBER 33749. THIS
MEDIA SHALL NOT BE CONSIDERED
A CERTIFIED DOCUMENT
Hazen
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO. : C-0381
CHARLOTTE
WoTER
32270-016
Job No. File No.
5 03-22 H&S
3 10-20 H&S
RECORD DRAWINGS
CONFORMED DRAWINGS
Scales
PLAN
PROFILE
H or.
Vert
1"=40'
1"=40'
1" = 4'
MALLARD CREEK WRF REUSE LINE
EXTENSION TO UNCC
2 9-20 JOG
PERMANENT EASEMENT REVISION
As Built
Date
POTABLE WATER CONNECTION
1
8-20 JOG
ADDENDUM NO. 1
No.
Date By
Revision
S&MC JOG
Surveyed By
Designed By
GWF
Drawn By
JNS
Project—Engr Approved By
Date
Sheet Of
14A 25
DRAWINGS
ce
0
0
20220311 9:32A 0:\32270—RAL\32270-016\Design\Drawings\CIVIL\14B.dwg By..TBARNES Last Saved By. tbarnes XREFs= ..\TBLOCK\32270-016—TB,..\BASE\32270-016—BASE

NOTES:
TOP ELEV. = 610.50'
7'-0"
C/L ELEV: 606.00
SLEEVE REQUIRED
(TYP.)
TEST COCK #1
SHUT-OFF VALVE #1
SEE NOTE #2
6'-0"
ALUMINUM DOORS HINGED AND
LOCKABLE SEE NOTE #6
REDUCED PRESSURE ZONE ASSEMBLY
CHECK VALVE #1
CHECK VALVE #2
5' FLOW
14" LOWEST POINT
ELEV. = 603.50'
SEE
NOTE #5
ELEVATION VIEW
8'-0"
20" MIN.
CHECK
VALVE #1
-
4F
SHUT-OFF
VALVE #1
36"
_
MIN.
—12"
fir
/ ���
CHECK
VALVE
MIN.
�,.
20" MIN.
r
#2
8" DIA. DRAIN
ATMOSPHERE
FLOW
TEST COCK
L-
COVER
SHUT-OFF
VALVE #2
J
TO
o
#1
—
PLAN VIEW
DRAIN FROM
BACKFLOW VAULT
STORM PIPE
CATCH BASIN
WITH GRATE
TOP OF
DISCHARGING
STORM PIPE
FINISHED GRADE TO BE
SLOPED AWAY FROM COVER
8" MIN. WHEN VALVE IS FULLY OPEN
SHUT-OFF VALVE #2
SEE NOTE #2
SLEEVE REQUIRED
(TYP.)
DUCTILE IRON PIPE OR
TYPE K OR L COPPER
TUBING FOR MIN. OF 5'
ON EACH END OF ASSEMBLY.
SEE NOTE #4
8" MIN. DIA. DRAIN BY GRAVITY TO
ATMOSPHERE AS REQUIRED BY
CLT WATER SPECIFICATIONS. SEE NOTE #7
DRAIN ALTERNATIVE:
TIE INTO PRIVATE CATCH BASIN OR PRIVATE STORMWATER MANHOLE PER
DETAIL SHOWN ABOVE. NO TIE IN TO STORMWATER PIPE OR PUBLIC CATCH
BASIN / MANHOLE WILL BE ACCEPTED.
NOTES:
1. BACKFLOW PREVENTION ASSEMBLIES (BPA's) SHALL CONFORM TO CLT WATER
SPECIFICATIONS. SHUT-OFF VALVES ARE SPECIFIC TO EACH APPROVED
BPA AND NO SUBSTITUTIONS OF SHUT-OFF VALVES ARE PERMITTED.
REFER TO CLT WATER APPROVED LIST OF BPA's.
2. FIRE LINE SERVICES SHALL HAVE OUTSIDE STEM AND YOKE (OS & Y)
HANDWHEEL OPERATORS OR BUTTERFLY VALVES, AND LISTED ON APPROVED LIST
AS FIRE APPROVED. IF SERVING FIRE SPRINKLERS, TAMPER SWITCHES ARE REQUIRED.
3. ASSEMBLIES SHALL BE INSTALLED UPRIGHT AND IN THE HORIZONTAL
POSITION.
4. PIPE MATERIAL AND FITTINGS SHALL BE AS SPECIFIED IN CLT WATER
STANDARDS & SPECIFICATIONS.
5. VAULT AND SUPPORT OF ASSEMBLY SHALL BE DESIGNED BY OWNER,
8" - 12" SHALL BE SUPPORTED AT EACH VALVE.
6. ACCESS DOORS SHALL BE AS SPECIFIED IN CLT WATER WATER DETAILS #23, 25,
OR 28 OR APPROVED EQUAL.
7. DRAINAGE INLET MAY BE PROVIDED AS SHOWN OR AS FLOOR DRAIN.
8. ALL LOCATIONS FOR BPA'S REQUIRE CLT WATER APPROVAL.
9. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED
BYPASS PIPING, HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR
OTHER WATER - USING APPURTENANCES CONNECTED TO THE
SUPPLY LINE BETWEEN ANY WATER METER AND ITS
CLT WATER - REQUIRED BACKFLOW PREVENTER.
10. EACH CLT WATER -REQUIRED BPA IS REQUIRED TO BE TESTED BY A
CLT WATER - APPROVED CERTIFIED TESTER PRIOR TO PLACING THE WATER
SYSTEM IN SERVICE. TEST RESULTS SHALL BE SUBMITTED TO CLT WATER
WITHIN 30 DAYS AND TESTED ANNUALLY THEREAFTER SUBMITTING
RESULTS TO CLT WATER.
11. ALL INSTALLATIONS INTENDED FOR ADDRESSING CLT WATER
REQUIREMENTS, REQUIRE PRIOR APPROVAL
FROM THE APPROPRIATE CLT WATER
BACKFLOW INSPECTOR.
ZONING
SETBACK \ i
i
i
PROPERTY
LINE
PUBLIC
WATER
MAIN
i
i
DRAIN
CLT WATER - REQUIRED
BPA BELOW GRND.
SEE NOTE #8 & #9
CLT WATER
METER
0
0
TYPICAL LOCATION REQUIREMENT
FOR BELOW GROUND INSTALLATION
N.T.S.
NO SCALE
0
z
Q I.
0
z
a J
J <
W Q W
Z 0
D
Q
LLJ
> ? W
0 Et
O
�JC W a
U CO
= N 7 J
W
Jm C\1 2
D
O N
0
ce
w
H
w
H
H
0
J
re
2
U
z
O
1=
z
w
>
w
a
0
J
LL
V
m
10" REDUCED PRESSURE ZONE BFP ASSEMBLY,
SEE NOTE 2 AND CLTW STANDARD DETAIL, THIS SHEET
2" PVC CONDUIT
SEE NOTE 1, THIS SECTION
12"X10" REDUCER
12" 22.5° BEND
C/L ELEV: 606.00
CORED HOLE W/ FLEXIBLE
RUBBER BOOT, TYP
16" ROMAC DJ405 DISMANTLING
JOINT COUPLING
NOTE:
1.
PRE -CAST VAULT
ELEV: 610.50
ELEV: 610.00
ELEV: 603.50
CONTRACTOR SHALL INSTALL TWO (2) SCH 40 PVC CONDUITS BETWEEN
THE BACKFLOW PREVENTER VAULT AND AIR -GAP VAULT. CONDUITS SHALL
FOLLOW THE RCW TRENCH, AND BE STUBBED AND CAPPED WITHIN EACH
VAULT, FOR FUTURE USE.
SECTION iA
1/4" = 1'-0" \ 14B
NOTE:
6' X 8' (INTERIOR) X 8' PRECAST
OPEN BOTTOM VAULT WITH 6' X 4'
ALUMINUM ACCESS HATCH
2" PVC CONDUIT
SEE NOTE 1. THIS SECTION
12" GV (NORMALLY CLOSED)
16" X 12" RJ REDUCER
16" ROMAC DJ405 DISMANTLING
JOINT COUPLING W/ BLIND FLANGE
SEE NOTE 1
18" WASHED STONE
1. CONTRACTOR SHALL INSTALL TWO (2) SCH 40 PVC CONDUITS BETWEEN
THE BACKFLOW PREVENTER VAULT AND AIR -GAP VAULT. CONDUITS SHALL
FOLLOW THE RCW TRENCH, AND BE STUBBED AND CAPPED WITHIN EACH
VAULT, FOR FUTURE USE.
10" PW
10" GV (NORMALLY CLOSED)
24"X10" TAPPING
SLEEVE
EXISTING 24" PW
C/L ELEV: 598.65
16" GV
A CITY OF CHARLOTTE DEPARTMENT
10"PW
10"PW
10" REDUCED
PRESSURE ZONE
BFP ASSEMBLY
SEE NOTE 2
10"PW
PRE -CAST VAULT
CORED HOLE W/ FLEXIBLE
RUBBER BOOT, TYP
16" DIP LONG
RADIUS ELBOW
SEE NOTE 1
16" GV
S.
16" RCW
MH STEPS 16" OC, TYP
7
J
14B
6' X 4' ALUMINUM ACCESS HATCH
PLAN
EXISTING 24" PW
24"X10" TAPPING SLEEVE
10" GV
2" PVC
10" PW
12" X 10" REDUCER
12" 22.5° BEND
12" GV
12" 90° BEND
RECORD DRAWINGS
THESE DRAWINGS HAVE BEEN
MODIFIED TO REFLECT FIELD
CHANGES REPORTED BY THE
CONTRACTOR AND/OR ANOTHER
PARTY, BUT HAVE NOT BEEN
VERIFIED BY THE CERTIFYING
ENGINEER.
1. ELBOW TO BE USED AS SWING CONNECTION TO PROVIDE
BACK-UP POTABLE WATER SERVICE, AS NECESSARY, AND
SHALL INITIALLY BE INSTALLED ON RCW LINE. A BLIND
FLANGE SHALL BE INSTALLED ON PW LINE. CONTRACTOR
TO ENSURE 16" RCW DIP AND 16" PW DIP ARE
HORIZONTALLY ALIGNED AND INSTALLED AT IDENTICAL
ELEVATIONS TO PROVIDE LEAK -FREE MATING WHEN
ELBOW IS ROTATED 180 DEGREES.
2. BACKFLOW PREVENTER SHALL BE 10" FEBCO LF 860 RP
OSY BY WATTS, OR APPROVED EQUAL.
THIS DOCUMENT ORIGINALLY
ISSUED FOR CONSTRUCTION AND
SEALED BY MATTHEW D. BUSWELL,
SEAL NUMBER 33749. THIS
MEDIA SHALL NOT BE CONSIDERED
A CERTIFIED DOCUMENT
Know
efore
Hazen
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO. : C-0381
CHARLOTTE
WTER
32270-016
Job No.
File N
5
03-22
H&S
RECORD DRAWINGS
Scales
PLAN
PROFILE
Hor.
Vert
1"=40'
1" = 40'
1"=4'
MALLARD CREEK WRF REUSE LINE
EXTENSION TO UNCC
BACK FLOW PREVENTER AND
AIR GAP VAULT DETAILS
DRAWINGS
SECTION ( B
1/4" = 1'-0"
1/4" = 1'-0"
3
10-20
H&S
CONFORMED DRAWINGS
As Built
Date
8-20
No.
Date
JOG
By
ADDENDUM NO. 1
Revision
S&MC
Surveyed By
JOG
Designed By
GWF
Drawn By
JNS
Project—Engr
Approved By
Date
Sheet
14B
Of
25
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0
0
W

30
30
_I
1-
z
w
w
w
w
>-
CC
w
z
w
30
0
Lfl
30
30
30
WETLAND W10
\ w .
30
30
3Vd
30
JAMES FROSST ALEXANDER
PI:051-021-02
DB: 2086 PG: 305
10400 N. TRYON ST
30' PERMANENT
ACCESS EASEMENT
3Vd
3Vd—
ACCESS 4 - PLAN
1 "=40'
ACCESS 6 - PLAN
1 "=40'
LLJ
SSE
co
PAVILION PARTNERS
58o— c/o PACE ENTERTAINMENT CORP
P I :051-032-33
DB:8391 PG:224
PAVILION BLVD.
SSE
16+00
16"
REUSE LINE
30' PERMANENT
EASEMENT
7
MECKLENBURG COUNTY
PI:051-021-08
DB:3032 PG:240
E MALLARD CREEK CHURCH RD.
ABANDONED WASTEWATER
TREATMENT PLANT SITE
SSE
1700
zz
/ �`��/
/�i��.
i� /
/
/
7
/
/
RECORD DRAWINGS
THESE DRAWINGS HAVE BEEN
o MODIFIED TO REFLECT FIELD
7 CHANGES REPORTED BY THE
CONTRACTOR AND/OR ANOTHER
PARTY, BUT HAVE NOT BEEN
VERIFIED BY THE CERTIFYING
ENGINEER.
/
/
NOTES:
1. FOR PERMANENT ACCESS EASEMENTS 4 AND 6,
CONTRACTOR SHALL CLEAR, GRADE, AND MAINTAIN
ACCESS ROADWAY AS REQUIRED TO ACCOMMODATE
CONSTRUCTION EQUIPMENT AND DELIVERY OF
MATERIALS THROUGHOUT THE ENTIRE CONSTRUCTION
DURATION. FOLLOWING COMPLETION OF CONSTRUCTION
ACTIVITIES, CONTRACTOR SHALL PREPARE PERMANENT
ACCESS EASEMENT TO LEVEL GRADES AND PROVIDE
PERMANENT SEEDING FOR FUTURE USE BY CHARLOTTE
WATER.
THIS DOCUMENT ORIGINALLY
ISSUED FOR CONSTRUCTION AND
SEALED BY MATTHEW D. BUSWELL,
SEAL NUMBER 33749. THIS
MEDIA SHALL NOT BE CONSIDERED
A CERTIFIED DOCUMENT
Know
before
Hazen
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO. : C-0381
CHARLOTTE
WTER
32270-016
Job No.
File N
Scales
PLAN
PROFILE
Hor.
Vert
1" = 40'
1" = 40'
1"=4'
MALLARD CREEK WRF REUSE LINE
EXTENSION TO UNCC
ACCESS 4 AND 6
DRAWINGS
5
03-22
H&S
RECORD DRAWINGS
As Built
Date
3
10-20
No.
Date
H&S
By
CONFORMED DRAWINGS
Revision
S&MC
Surveyed By
JOG
Designed By
GWF
Drawn By
JNS
Project—Engr
Approved By
Date
Sheet
15
Of
25
20220311 9:33A 0:\32270-RAL\32270-016\Design\Drawings\CIVIL\20.dwg By.TBARNES Last Saved By. tbarnes XREFs= ..\TBLOCK\32270-016-TB,..\BASE\32270-016-BASE
0
0
0
w
Ct

NOTES:
A
MECKLENBURG COUNTY
PI:051-021-09
DB:5636 PG:544
201 E MALLARD CREEK CHURCH RD.
(KIRK FARM FIELDS COMMUNITY PARK)
COMMUNITY FLOODPLAIN
EXIST FEMA
100YR FLOODPLAIN
R/W
4)
SS
EX GUARDRAIL
E. MALLARD CREEK —
CHURCH RD SR #5394
(ASPHALT)
30 p oT3ti
GRAVEL
PARKING4'
8" BIRCH
F
EX WOOD SPLIT
RAIL FENCE
X-
X
SSE
2+00
SSE
8" BIRCH
30
FU
II
9
SSE
ASPHALT
PARKING
PARK BENCH
8" BIRCH
SSE
8" TBIRC
u
BIKE TOOL RACK AND
8 BIRCH WATER FOUNTAIN,
SEE NOTE 5
8" BIRCH
8 BIRCH
EX GUARDRAIL
OE
SSE
N
N
15
N
1540'
N
N
KIOSK SIGN
(SEE NOTE 4)
8" BIRCH
OE
PICNIC TABLE
AND TRASH CAN
8" BIRCH
N
TRASH CAN
ELEVATED WOODEN BOARDWALK
16"
REUSE LINE
SSE
SSE
ACCESS ROUTES 7 AND 8 - PLAN
1 "= 40'
COMMUNITY FLOODPLAIN
EXIST FEMA
100YR FLOODPLAIN
STATE OF NORTH CAROLINA
PI:051-021-03A
DB:4521 PG:695
.4s ASPHAT ROAD
MARTIN MARIETTA
MATERIALS, INC.
PI:051-021-06
DB:7667 PG:632
ACCESS 5 - PLAN
1 "=200'
SSE
1
1
1
1
1
1
1
1
law
PAE
PAE
N
16"
REUSE LINE
68' DUKE ENERGY
EASEMENT
MARTIN MARIETTA
MATERIALS, INC.
P I :051-041-01
DB:7667 PG:632
575 E. MALLARD CREEK
CHURCH RD.
25' PERMANENT
ACCESS EASEMENT
\,
0
NSF
NCDOT MITIGATION
WETLAND SITE
PAE
EX GUARDRAIL
•
PAE
/
WETLAND W4
68' DUKE ENERGY
EASEMENT
•
STATE OF NORTH CAROLINA
PI:051-021-03A
DB:4521 PG:695
•
R/W
EXIST FEMA
COMMUNITY FLOODPLAIN
RECORD DRAWINGS
THESE DRAWINGS HAVE BEEN
MODIFIED TO REFLECT FIELD
CHANGES REPORTED BY THE
CONTRACTOR AND/OR ANOTHER
PARTY, BUT HAVE NOT BEEN
VERIFIED BY THE CERTIFYING
ENGINEER.
1. KIRK FARM FIELDS COMMUNITY PARK TO BE CLOSED TO PUBLIC
ACCESS FOR DURATION OF CONSTRUCTION ACTIVITIES WITHIN
PARK PROPERTY LIMITS. CONTRACTOR SHALL NOTIFY
MECKLENBURG COUNTY A MINIMUM OF 30 DAYS PRIOR TO
THE COMMENCMENT OF CONSTRUCTION ACTIVITIES WITHIN
PARK.
2. PARK CLOSURE SHALL NOT EXCEED A DURATION OF 6 MONTHS,
AND CONTRACTOR SHALL FULLY RESTORE AREAS OF THE PARK
DISTURBED BY CONSTRUCTION ACTIVITIES TO A CONDITION
EQUAL TO OR BETTER THAN PRECONSTRUCTION CONDITIONS.
THIS INCLUDES THE REMOVAL OF ALL EQUIPMENT, MATERIALS,
AND OTHER CONSTRUCTION RELATED ITEMS PRIOR TO
REOPENING PARK ACCESS.
3. CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING SIGNAGE
AND BARRICADES TO ALERT PUBLIC OF CLOSURES AND
PREVENT UNATHORIZED ACCESS TO WORK AREAS.
CONTRACTOR SHALL COORDINATE LOCATIONS OF PARK
CLOSURE SIGNAGE AND BARRICADES WITH MECKLENBURG
COUNTY.
4. ALL MECKLENBURG COUNTY PARK SIGNAGE WITHIN THE LIMITS
OF CONSTRUCTION SHALL BE TEMPORARILY REMOVED,
STORED, AND REPLACED AT THE CONCLUSION OF
CONSTRUCTION ACTIVITIES. SIGNS SHALL BE REMOVED AND
REPLACED BY MECKLENBURG COUNTY PERSONNEL AT THE
CONTRACTOR'S EXPENSE. CONTACT MIKE MONROE,
MECKLENBURG COUNTY GREENWAY MANAGER, AT (980)
721-8180 A MINIMUM OF 30 DAYS IN ADVANCE OF
CONSTRUCTION ACTIVITIES TO COORDINATE SIGN REMOVAL.
5. CONTRACTOR SHALL COORDINATE PROTECTION OR
TEMPORARY REMOVAL OF WATER FOUNTAIN AND BIKE TOOL
RACK WITH MECKLENBURG COUNTY GREENWAY MANAGER
MIKE MONROE. MECKLENBURG COUNTY RESERVES THE RIGHT
TO PERFORM ANY NECESSARY REMOVAL OR PROTECTION
EFFORTS WITH COUNTY PERSONNEL AT THE CONTRACTOR'S
6. AT THE CONCLUSION OF CONSTRUCTION ACTIVITIES,
CONTRACTOR SHALL PROVIDE A FULL DEPTH REPLACEMENT OF
EXISTING ASPHALT ENTRANCE AND PARKING AREA OF THE KIRK
FARM FIELDS COMMUNITY PARK TO ORIGINAL LINES AND
GRADES, AS PER TYPICAL PAVEMENT SECTION DETAIL 2/D2.
PAVEMENT STRIPING AND MARKINGS SHALL BE PROVIDED IN
ACCORDANCE WITH NCDOT PAVEMENT MARKING STANDARDS
TO MATCH PRECONSTRUCTION CONDITION.
7. CONTRACTOR SHALL GRADE A SHALLOW DRAINAGE SWALE
FROM SOUTHEAST CORNER OF PARKING LOT TOWARD CREEK
TO PROVIDE POSITIVE STORMWATER DRAINAGE OF PARKING
AREA. ELEVATIONS OF PARKING LOT SHALL BE COORDINATED
DURING REPAVING OPERATIONS AS NECESSARY TO PROMOTE
DRAINAGE OF PARKING LOT TOWARD SWALE.
8. FOR PERMANENT ACCESS EASEMENTS 5 AND 8, CONTRACTOR
SHALL CLEAR, GRADE, AND MAINTAIN ACCESS ROADWAY AS
REQUIRED TO ACCOMMODATE CONSTRUCTION EQUIPMENT
AND DELIVERY OF MATERIALS THROUGHOUT THE ENTIRE
CONSTRUCTION DURATION. FOLLOWING COMPLETION OF
CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL PREPARE
PERMANENT ACCESS EASEMENT TO LEVEL GRADES AND
PROVIDE PERMANENT SEEDING FOR FUTURE USE BY
CHARLOTTE WATER.
THIS DOCUMENT ORIGINALLY
ISSUED FOR CONSTRUCTION AND
SEALED BY MATTHEW D. BUSWELL,
SEAL NUMBER 33749. THIS
MEDIA SHALL NOT BE CONSIDERED
A CERTIFIED DOCUMENT
Know
waft II@
before
Hazen
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO. : C-0381
CHARLOTTE
WDTER
32270-016
Job No.
File N
5
03-22
H&S
RECORD DRAWINGS
3
10-20
H&S
CONFORMED DRAWINGS
Scales
PLAN
PROFILE
Hor.
Vert
1" = 40'
1" = 40'
1" = 4'
MALLARD CREEK WRF REUSE LINE
EXTENSION TO UNCC
ACCESS 5, 7 AND 8
DRAWINGS
2
9-20
JOG
PERMANENT EASEMENT REVISION
As Built
Date
8-20
Date
JOG
By
ADDENDUM NO. 1
Revision
S&MC
Surveyed By
JOG
Designed By
GWF
Drawn By
JNS
Project—Engr
Approved By
Date
Sheet
Of
25
0

w
COMPACTED BACKFILL
AWG #12 GAUGE SOLID
COPPER TRACER WIRE
WITH 30MIL GREEN
HDPE INSULATION.
INSTALL DIRECTLY
OVER PIPE.
CRUSHED STONE 1/3
PIPE O.D. BELOW PIPE
(MIN. 6") AND UP TO
1/8 PIPE OD.
TYPE 3 DIP TRENCH
0222101
EXISTING STREAM
BOTTOM ELEVATION
(Y1)
TOP OF BANK
ELEVATION (Y2)
5H: 1 V SIDE SLOPES
(STABILIZE W/ GRASS
AND STRAW NETTING
EXISTING GRADE
ARTICULATED CONCRETE
BLOCK (SEE NOTE 2)
5
�i!���•�� *!110-1 1 MAX
1'
COMPACTED BACKFILL
AWG #12 GAUGE SOLID
COPPER TRACER WIRE
WITH 30MIL GREEN
HDPE INSULATION.
INSTALL DIRECTLY
OVER PIPE.
COMPACTED CRUSHED STONE
1/8 PIPE O.D. BELOW PIPE
(MIN. 6") TO TOP OF PIPE.
COMPACTION 90% STANDARD
PROCTOR
TYPE 5 DIP TRENCH
(IN ROCK OR WHERE SHOWN ON DWGS)
0222102
- 8"-12" ORDINARY
HIGH WATER
MARK
A-
6" STREAMBED MATERIAL
(SBM) SEE SPEC 02559)
CLASS 2 STONE
ARTICULATED CONCRETE
BLOCK (SEE NOTE 2)
6" STREAMBED MATERIAL
(SBM) SEE SPEC 02559)
2 BLK MIN.
A�
SECTION VIEW
12'-0"
TYPE II
GEOTEXTILE
SEPARATOR
- 8"-12" ORDINARY HIGH
WATER MARK
2 BLK MIN.
SECTION "A"
TYPE II
GEOTEXTILE
SEPARATOR
2 BLK MIN.
44
5 ..��i , .
MAX 11--4,10% /`•ii
4000 PSI GROUT OR
CONCRETE
(ANCHOR TRENCH)
NOTES:
TRENCH EXCAVATION LIMITS
INTERNAL
DIAMETER
OF PIPE
W
WIDTH OF TRENCH
MAX
W=MIN
4"-6"
3'-9"
2'-0"
8"-10"
3'-9"
2'-2"
12"
3'-9"
O.D.+2'
14"-16"
4'-2"
O.D.+2'
18"
4'-4"
O.D.+2'
20",21"
4'-8"
0.D.+2'
24"
4'-11"
0.D.+2'
27"
5'-9"
0.D.+2'
30"
6'-7"
0.D.+2'
36"
7'-4"
O.D.+2'
42"
8'-2"
O.D.+2'
48"
8'-9"
0.D.+2'
54"
9'-4"
O.D.+2'
60"
9'-10"
0.D.+2'
72"
111-0"
O.D.+2'
78"
111-8"
O.D.+2'
84"
12'-0"
O.D.+2'
90"
12'-6"
0.D.+2'
96"
13'-0"
O.D.+2'
108"
14'-0"
O.D.+2'
DEPTH
OF
CUT
S
MAXIMUM PAVEMENT
REPLACEMENT WIDTH
0-6'
S=W+4'
>6-8'
S=W+8'
>8-10'
S=W+12'
> 10-12'
S=W+16'
>12-14'
S=W+20'
>14-16'
S=W+24'
>16-18'
S=W+28'
>18'
S=W+32'
W = TRENCH WIDTH AT BOTTOM OF
PIPE. TRENCH SIDE SLOPES SHALL
BE IN ACCORDANCE WITH OSHA
REQUIREMENTS.
TRENCH LIMITS
0222109
1. LENGTHS OF CROSSINGS WILL VARY BASED ON STREAM WIDTH.
2. CONTRACTOR TO USE ARTICULATED OPEN CELL CONCRETE BLOCK WITH A MINIMUM 20%
OPEN AREA, MINIMUM UNIT WEIGHT OF 70LBS/SF, AND APPROXIMATE DIMENSIONS OF
17"L X 23"W WITH A MINIMUM HEIGHT OF 8.5". ARTICULATED CONCRETE BLOCK SHALL
BE SHORETEC CLASS BD-900-OC, ARMORFLEX CLASS 70L, OR EQUAL PRODUCT FROM
BETHLEHEM PRECAST, AND SHALL BE INSTALLED AT ALL PERMANENT STREAM
CROSSINGS. ARTICULATED CONCRETE BLOCK SHALL BE INSTALLED IN ACCORDANCE
WITH MANUFACTURER'S RECOMMENDATIONS. CONTRACTOR SHALL SUBMIT SHOP
DRAWING INFORMATION FOR ENGINEERS REVIEW AND APPROVAL.
3. CONTRACTOR SHALL INSTALL TEMPORARY STREAM CROSSINGS PER DETAIL 0227019
PRIOR TO INSTALLING PERMANENT STREAM CROSSINGS FOR CONSTRUCTION ACCESS.
PERMANENT STREAM CROSSINGS SHALL BE INSTALLED AFTER MAJORITY OF WORK HAS
BEEN PERFORMED AND CONTRACTOR WILL NOT BE USING STREAM CROSSING FOR
ACCESS TO CONTINUE WORK ON THE PROJECT.
MAINTENANCE REQUIREMENTS:
1. INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT THAT PRODUCES z INCH
OR MORE OF RAIN.
2. CHECK FOR CHANNEL BLOCKAGE, EROSION OF ABUTMENTS, CHANNEL
DEGRADATION, RIRRAP DISPLACEMENT, SLOPE FAILURE, AND PIPING.
3. MAKE ALL NEEDED REPAIRS IMMEDIATELY.
PERMANENT STREAM CROSSINGS
PERMANENT
STREAM CROSSING NO.
SHEET NO.
Y1(EL)
Y2(EL)
2
8
573.5±
583.0±
3
8
580.5±
583.5±
5
10
579.0±
583.2±
6
11
580.6±
586.1±
7
11
580.0±
585.0±
9
13
578.5±
588.0±
* SEE TABLE 1042-1 IN NCDOT 2012 STANDARD SPECIFICATIONS FOR STONE CLASS CRITERIA
PERMANENT STREAM CROSSING
ELEVATION
15' M I N
2"-3" SIZED WASHED STONE
SURFACE FLOW
DIVERSION
L < < < < < < C
I�I�I�I�I�I�1
IIIs(Ila1
A
1:\- SURFACE FLOW DIVERSION
A
C.< <
STREAM CHANNEL
� -TOP OF BANK
50' MIN
MINIMUM 6" LIP
(SEE NOTE 3)
DRAGLINE (TIMBER) MAT
TOP OF BANK
FLOW
MAXIMUM SPAN PER MANUFACTURER
SPECIFICATION (40' TYP.)
1/4 1/4
SUPPORTED. .SUPPORTED
SILT FENCE
< < < < < < i.
PLAN
V
v
12"
MIN
%\ \/\ %%/ice:
PROPOSED PIPELINE OVER EXIST P/PE
TEMPORARY STREAM CROSSING BY DRAGLINE MATS
1. KEEP CLEARING AND EXCAVATION OF THE STREAM BANKS AND BED AND APPROACH SECTIONS TO A MINIMUM.
2. CLEARING SHALL BE DONE BY CUTTING NOT GRUBBING. THE ROOTS AND STUMPS SHALL BE LEFT IN PLACE TO HELP
STABILIZE THE BANKS AND ACCELERATE RE -VEGETATION.
3. INSTALL A 6 INCH (MINIMUM) 'LIP' ALONG THE OUTSIDE OF THE BRIDGEMAT TO PREVENT LOOSE SEDIMENT FROM
DEPOSITING IN STREAM DURING CROSSING.
4. INSTALL SILT FENCE ALONG TOPS OF BANKS AND TIE TO CROSSING.
5. DIVERT ALL SURFACE WATER FROM THE CONSTRUCTION SITE ONTO UNDISTURBED AREAS ADJOINING THE STREAM.
6. KEEP STREAM CROSSINGS AT RIGHT ANGLES TO THE STREAM FLOW.
7. ALIGN APPROACHES WITH THE CENTER LINE OF THE CROSSING FOR A MINIMUM DISTANCE OF 30 FEET AND
STABILIZE WITH 8" THICK LAYER OF 2"-3" WASHED STONE FOR A MINIMUM OF 50 FEET.
8. STABILIZE ALL DISTURBED AREAS SUBJECT TO FLOWING WATER, INCLUDING PLANNED OVERFLOW AREAS, WITH
RIPRAP OR OTHER SUITABLE MEANS IF DESIGN VELOCITY EXCEEDS THE ALLOWABLE FOR THE IN -PLACE SOIL.
9. USE A SKIDDER OR KNUCKLEBOOM TO INSTALL AND REMOVE MATS.
10. PLACE MATS BETWEEN "BUMPER TREES" AND ANCHOR ON BOTH BANKS TO TREES OR DEADMAN ANCHORS SUCH
THAT MINIMUM BRIDGE WIDTH IS 8 FT.
11. ENSURE THAT 1/4 (MINIMUM) OF THE MAT TOTAL LENGTH IS SUPPORTED ON EACH SIDE OF THE BANK.
12. INSTALL WATER DIVERSION DEVICES ON BOTH SIDES OF THE CROSSING.
13. UPON COMPLETION OF THE CROSSING, FILL, COMPACT, AND STABILIZE THE BYPASS CHANNEL APPROPRIATELY.
REMOVE TEMPORARY STREAM CROSSINGS IMMEDIATELY WHEN THEY ARE NO LONGER NEEDED.
14. RESTORE THE STREAM CHANNEL TO ITS ORIGINAL CROSS-SECTION, AND SMOOTH AND APPROPRIATELY STABILIZE
ALL DISTURBED AREAS.
15. ANY IN -STREAM SEDIMENT CONTROL MEASURES MUST BE REMOVED UPON STABILIZATION OF THE AREA.
NOTES:
1. DRAGLINE MATS SHALL REMAIN IN PLACE UNTIL COMPLETION OF
CONSTRUCTION UNLESS THE CROSSING CAUSES EROSION DUE TO THE
CROSSING OF THE STREAM CHANNEL, WHEREAS THE CHANNEL BANKS
SHALL BE PLACED BACK TO PRE CONSTRUCTION CONDITIONS. CHANNEL
AND BANKS SHALL BE PROTECTED WITH CLASS 1 RIP -RAP 18" THICK.
2. CONTRACTOR SHALL CONFIRM LENGTH OF TEMPORARY BRIDGE
CROSSINGS AS SHOWN ON DRAWINGS AND PROVIDE CALCULATIONS
SEALED BY AND ENGINEER REGISTERED IN THE STATE OF NORTH
CAROLINA PRIOR TO INSTALLATION OF BRIDGES
FLOWABLE FILL FULL TRENCH
WIDTH (NO ENCASEMENT
REQUIRED FOR SPACE GREATER
THAN 12")
6" MIN
12" MAX
EXIST
PIPE
PROPOSED
PIPELINE
1" THICK COMPRESSIBLE
JOINT FILLER MATERIAL
PIPE
OD
•
/\y/may:
EXIST
PIPE
6" MIN
12" MAX
PROPOSED PIPEL/NE UNDER EXIST PIPE
PIPE CROSSING
0222118
RECORD DRAWINGS
THESE DRAWINGS HAVE BEEN
MODIFIED TO REFLECT FIELD
CHANGES REPORTED BY THE
CONTRACTOR AND/OR ANOTHER
PARTY, BUT HAVE NOT BEEN
VERIFIED BY THE CERTIFYING
ENGINEER.
THIS DOCUMENT ORIGINALLY
ISSUED FOR CONSTRUCTION AND
SEALED BY MATTHEW D. BUSWELL,
SEAL NUMBER 33749. THIS
MEDIA SHALL NOT BE CONSIDERED
A CERTIFIED DOCUMENT
(T o efom8E0
Hazen
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO. : C-0381
CHARLOTTE
WTER
32270-016
Job No. File No.
Scales
PLAN
PROFILE
Hor.
Vert
1" = 40'
1" = 40'
1" = 4'
MALLARD CREEK WRF REUSE LINE
EXTENSION TO UNCC
MISCELLANEOUS STANDARD DETAILS
DRAWINGS
DETAIL
1
NOT TO SCALE
D1
TEMPORARY STREAM CROSSING
0227019
5 03-22 H&S
3 10-20 H&S
RECORD DRAWINGS
CONFORMED DRAWINGS
As Built
Dote
No.
Date By
Revision
S&MC JOG
Surveyed By
Designed By
GWF
Drown By
JNS
Project-Engr Approved By
Date
Sheet Of
D1 25
20220311 9:34A 0:\32270-RAL\32270-016\Design\Drawings\SDETAILS\D1.dwg By.TBARNES Last Saved By. tbarnes XREFs= ..\TBLOCK\32270-016-TB
c
0
U

BULKHEAD PIPE TO
CONTAIN GROUT PLUG
CARRIER PIPE
3/16"x4" STEEL PLATE
1 /2" SST BOLT
4 k CASING PIPE
3/16
1" R ON ALL CORNERS
CASING PIPE, SEE
SPECIFICATION SECTION
02340 FOR MATERIAL
REQUIREMENTS
CARRIER PIPE SHALL BE
RESTRAINED DUCTILE
IRON PIPE
CASING SPACER
0232200
8" BRICK AND MORTAR
BULKHEAD AT EACH END OF
CASING PIPE (WATERTIGHT)
FT
i
CASING SPACER THREE
PER PIPE LENGTH, SEE
DETAIL 0232200
EXCAVATION
FOR COLLAR
NOTE:
1. ANNULAR SPACE BETWEEN
CASING PIPE AND CARRIER PIPE
SHALL BE FILLED WITH GROUT,
2. REFER TO SPECIFICATION
SECTION 02340 FOR ADDITIONAL
DETAILS AND REQUIREMENTS.
TYPICAL CASING FOR BORE/TUNNEL FOR ROADWAYS
0232201
TRENCH WIDTH
TYPICAL CONCRETE
THRUST COLLAR. MIN
OF 12" INTO
UNDISTURBED SOIL.
SPLIT RING PIPE COLLAR
NOTES:
1. STANDARD DETAIL RESTRICTIONS ARE LISTED BELOW. FOR SITUATIONS
OUTSIDE THESE RESTRICTIONS ANCHORAGE SHALL BE AS RECOMMENDED
BY THE ENGINEER.
A. NOMINAL SOIL COVER = 4'-0" ABOVE PIPE
B. SOIL PHI = 30°
C. SOIL UNIT WEIGHT = 120 PCF
D. PIPE DESIGN PRESSURE = 100 PSI
E. PIPE SIZE < 12" 0
F. VERTICAL PIPE BENDS (DOWN) < 11.25° MAX
G. ALL VERTICAL PIPE BENDS (UPWARD) < 6° MAX
H. UNDISTURBED IN -SITU EARTH SHALL BE MAINTAINED FOR AT LEAST 10'-0"
EITHER SIDE OF THRUST COLLAR. 12"
MIN
II/ 1
TYPICAL CONCRETE THRUST COLLAR.
MIN OF 12" INTO UNDISTURBED
MATERIAL ALL AROUND
TRENCH BOTTOM
SPLIT RING PIPE COLLAR
ELEVATION
MATCH PIPE DIA
(MINIMUM)
DEMOLISHED PIPE OR
STRUCTURE
z
0
0
uJ
m
EXISTING
PIPE DIA
(VARIES)
PLACE CEMENTITIOUS
GROUT FROM END OF PIPE
TO BULKHEAD
PIPE PLUGGING DETAIL
DETAIL
NTS
D2
y-A
6" I TRENCH WIDTH
VARIES
6"
SECTION
\\`
6"
,
PLAN
6"
ANTI -SEEPAGE COLLAR
0260113
1/2" SLOPE
v
SLOPE TOP FOR POSITIVE
WATER RUNOFF
6"0 SCH 40 STEEL PIPE
FILLED WITH CONCRETE
AND PAINTED PER SPECS
PAVEMENT
F
4
6"
6"
CLASS "B" CONCRETE
ENCASEMENT
BOLLARD
0245100
PIPELINE
(DIAMETER VARIES)
CLASS B CONCRETE
CLASS B CONCRETE
12"
NOTE:
UNLESS OTHERWISE NOTED ALL
BOLLARDS SHALL BE TYPE 1
CUT BACK EXIST
SURFACE COURSE
6" MIN FROM BASE
SLOPE
EXIST SURFACE
COURSE
TACK COAT
ASPHALT SURFACE
COURSE, 2" MIN
TACK COAT
ASPHALT BASE
COURSE, 3.5" MIN
6" (MIN) AGGREGATE BASE COURSE
NEW ASPHALT PAVEMENT
SEE
C-32-0550
CUT BACK EXIST BASE
COURSE 12" MIN
ASPHALT SURFACE
COURSE, 2" MIN
TACK COAT
ASPHALT BASE
COURSE, 3.5" MIN
AGGREGATE BASE COURSE
EXIST BASE COURSE
TYPICAL PAVEMENT JUNCTION
0251301
RECORD DRAWINGS
THESE DRAWINGS HAVE BEEN
MODIFIED TO REFLECT FIELD
CHANGES REPORTED BY THE
CONTRACTOR AND/OR ANOTHER
PARTY, BUT HAVE NOT BEEN
VERIFIED BY THE CERTIFYING
ENGINEER.
THIS DOCUMENT ORIGINALLY
ISSUED FOR CONSTRUCTION AND
SEALED BY MATTHEW D. BUSWELL,
SEAL NUMBER 33749. THIS
MEDIA SHALL NOT BE CONSIDERED
A CERTIFIED DOCUMENT
efom8E0
Hazen
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO. : C-0381
CHARLOTTE
WTER
32270-016
Job No. File No.
Scales
PLAN
PROFILE
Hor.
Vert
1" = 40'
1" = 40'
1" = 4'
MALLARD CREEK WRF REUSE LINE
EXTENSION TO UNCC
MISCELLANEOUS STANDARD DETAILS
DRAWINGS
THRUST COLLAR
0222111
TYPICAL PAVEMENT SECTION
DETAIL
2
NTS
D2
5 03-22 H&S
RECORD DRAWINGS
As Built
Date
3 10-20 H&S
CONFORMED DRAWINGS
No. Date By
Revision
S&MC JOG
Surveyed By
Designed By
GWF
Drawn By
JNS
Project—Engr Approved By
Date
Sheet Of
D2 25
20220311 9:34A 0:\32270—RAL\32270-016\Design\Drawings\SDETAILS\D2.dwg By. TBARNES Last Saved By. tbarnes XREFs= ..\TBLOCK\32270-016—TB
c
0
U

EXPOSE NO MORE THAN
2—INCH OF STAKE (TYP.)
STAKE ALONG TOE OF
SLOPE AT 1—FT SPACINGS
TOE OF SLOPE
NOTES:
24 IN
4
COCONUT FIBER RECM
4 FT
KEY IN EROSION CONTROL MATTING
FOR A DEPTH OF 1-FT
PER MANUFACTURER'S RECOMMENDATIONS
SECURE RECM WITH
2-INCH X 2-INCH X 24-INCH
NOTCHED WOOD DEAD STAKES
1. BEGIN AT TOP OF SLOPE AND ANCHOR FIBER MATTING IN A 12-INCH DEEP INITIAL ANCHOR
TRENCH. BACKFILL TRENCH AND TAMP EARTH FIRMLY.
2. UNROLL FIBER MATTING DOWNSLOPE IN THE DIRECTION OF WATER FLOW.
3. OVERLAP EDGES OF ADJACENT PARALLEL ROLLS BY 6 IN AND ANCHOR AT 12-INCH CENTERS.
4. WHEN FIBER MAT MUST BE SPLICED, PLACE END OVER END (SHINGLE STYLE) WITH 12 IN
OVERLAP AND ANCHOR USING TWO STAGGERED ROWS OF STAKES AT 6 IN CENTERS.
5. LAY FIBER MAT LOOSELY AND ANCHOR SUFFICIENTLY TO MAINTAIN DIRECT CONTACT WITH THE
SOIL - DO NOT STRETCH.
6. FOR SLOPES 2:1 AND STEEPER USE A MINIMUM OF 3 STAKES PER SQUARE YARD AND FOR
SLOPES FLATTER THAN 2:1 USE A MINIMUM OF 2 STAKES PER SQUARE YARD.
7. ANCHOR, FILL, AND COMPACT END OF FIBER MATTING IN 12-INCH X 6-INCH TERMINAL ANCHOR
TRENCH (MIRROR IMAGE OF TRENCH AT TOP OF SLOPE).
8. DO NOT INSTALL MAT UNDERNEATH RIFFLE GRADE CONTROL STONE.
ROLLED EROSION CONTROL MATTING (RECM) DETAIL
1/2" SLOPE
a
a
DETAIL
NOT TO SCALE
SLOPE TOP FOR POSITIVE
WATER RUNOFF
6" O SCH 40 STEEL PIPE
FILLED WITH CONCRETE
AND PAINTED PER SPECS
PAVEMENT
4
6"
6"
CLASS "B" CONCRETE
ENCASEMENT
1
D3
0
1/2" SLOPE
z 2 LAYERS
30# FELT
PAPER
TOF
(D
z
1-
O
0
u_
THICKNESS
WOODEN GATE POST
(PRESSURE TREATED)
HEIGHT VARIES
(TYP EACH SIDE)
DOUBLE GATES
8'-0
8'—O"
T4'
CONCRETE
SLOPE TOP FOR POSITIVE
WATER RUNOFF
6" O SCH 40 STEEL PIPE
FILLED WITH CONCRETE AND
PAINTED PER SPECS
0
EDGE OF CONC SLAB OR
STEM WALL
d
/
1/2" JOINT FILLER MATL
v
v
1
6°
v.
1 1/2"
CLASS "B" CONCRETE CLASS "B" CONCRETE
ENCASEMENT ENCASEMENT
1/2" JOINT FILLER MATL
8" O SCH 40 STEEL PIPE
SLEEVE, PAINT PER
SPECS, SECTION 9A
NOTE:
UNLESS OTHERWISE NOTED ALL
BOLLARDS SHALL BE TYPE 1
6"
BOLLARD TYPE 1 BOLLARD TYPE 2
0245100
BOLLARD TYPE 3
t 6"
v
CONCRETE
ENCASEMENT 3500 PSI
CONCRETE (TYP)
ACCESS GATE NOTES:
2" STEEL GAUGE
(MIN 16 GAUGE)
BOLT THROUGH
HINGE (TYP)
MATCH EXISTING FENCE AND R
TO NEXT FENCE POST OR TO
NEAREST TREE AT EDGE OF
CONSTRUCTION LIMITS
GALV. STEEL CHAIN MIN.
3/8" THICK, MIN. 3' LONG,
OWNER TO PROVIDE
LOCK
1. 1. CONTRACTOR TO FURNISH AND INSTALL ACCESS GATES PER THIS DETAIL
IN LOCATIONS INDICATED OR AS DIRECTED BY THE ENGINEER.
2. GATES WILL BE REQUIRED UNDER A VARIETY OF CIRCUMSTANCES AND
SITUATIONS TO PROVIDE ACCESS TO EASEMENTS AND TO PREVENT
UNAUTHORIZED PERSONNEL FROM ACCESSING THE EASEMENTS. ALL GATE
LOCATIONS SHALL BE APPROVED BY OWNER. GATES MAY BE INSTALLED IN
AN EXISTING FENCE OR OVER A NEW EASEMENT WHERE NO FENCE
CURRENTLY EXISTS. WHEN INSTALLING GATES IN AN EXISTING FENCE, THE
CONTRACTOR SHALL NEATLY CUT THE EXISTING FENCE AND CONNECT THE
FENCE TO THE NEW GATE POSTS IN A MANNER APPROVED BY OWNER. THE
CONNECTION SHALL BE SECURE AND PERMANENT. EXISTING FENCES MAY
BE WIRE, BARBED WIRE, WOOD, OR A COMBINATION OF SUCH. WHEN
INSTALLING A GATE OVER A NEW EASEMENT, THE GATE WILL BE TYPICALLY
CENTERED OVER THE EASEMENT. THE CONTRACTOR WILL BE REQUIRED TO
INSTALL NEW FENCE ON EACH SIDES OF THE GATE TO THE EDGE OF
EASEMENT OR CLEARED AREA. NEW FENCE SHALL BE TIED TO NEAREST
TREE AT THIS POINT, AS INDICATED TO BLOCK USE OF THE EASEMENT BY
UNAUTHORIZED VEHICLES. THE EXTENT OF THE NEW FENCE WILL VARY
WITH EACH INSTALLATION. THE NEW FENCE MATERIAL WILL BE DETERMINED
BY OWNER BASED ON EACH INSTALLATION AND/OR DESIRES OF PROPERTY
OWNERS. FENCES MAY BE WOVEN WIRE, BARBED WIRE, WOOD, CHAIN LINK
OR A COMBINATION OF SUCH.
SLOPE TOP FOR POSITIVE
WATER RUNOFF
6" O SCH 40 STEEL PIPE
FILLED WITH CONCRETE
AND PAINTED PER SPECS
3/16 11/2
TYP OF 4
SIDES
PL 3/8"X12"X12" GALV,
PAINTED PER SPEC
4-1/2" O GALV ADH
ANCHORS W/6" MIN
EMBED, ONE EACH
CORNER
•
v
o ./\y\y>
J
v
v . a.
o. o
EXISTING GROUND
(ELEVATION VARIES)
NOTE:
GATE TO BE SAND BLASTED,
PRIME COATED, AND FINISH
COATED AT FACTORY. COLOR
SHALL BE STANDARD RED OR
APPROVED.
3. GROUND ELEVATIONS WILL VARY AND WILL TYPICALLY NOT BE LEVEL.
CONTRACTOR TO ADJUST GATE ELEVATION AND HINGE LOCATIONS TO
ACCOMMODATE THE EXISTING GROUND ELEVATIONS TO PROVIDE 6" OF
CLEARANCE.
4. WOODEN GATE POSTS TO BE 6" NOM x 6" NOM PRESSURE TREATED POSTS
OR APPROVED EQUAL. THE HEIGHT OF THE POSTS WILL VARY WITH EACH
INSTALLATION BUT SHOULD BE AT LEAST EQUAL TO THE TOP OF THE GATE
UNLESS OTHERWISE APPROVED BY THE ENGINEER. WHEN DETERMINING
THE HEIGHT OF THE GATE POSTS, CONSIDERATION MUST BE GIVEN TO THE
EXISTING GROUND ELEVATIONS, THE LOCATIONS AND ELEVATIONS OF
EXISTING OR NEW FENCES THAT WILL CONNECT TO THE GATE POSTS, AND
PROPERTY OWNER CONCERNS. THE HEIGHT OF THE POSTS SHALL BE
APPROVED BY THE ENGINEER.
5. PROVIDE FENCING FOR MIN 20' ON EACH SIDE TO TIE INTO EXISTING
FENCING. POSTS AT 10' O.C.
ACCESS GATE
DETAIL
NOT TO SCALE
2
D3
UN
CONCRETE BRIDGE
I
1-485
EXIT
RAMP
(ASPHALT)
600
600
3OTTOM OF BRIDGE
EL: 595±
,S
590
590
11.5'±
EXIST
GRADE
W
580
0
580
17.5'±
PROP 16"
REUSE LINE
17.5'±
EX 5' DIA
CONC COLUMN,
TYP
570
570
4
t
565
565
1 +00
2H-00
TYPICAL 1-485 SECTION
DETAIL
NOT TO SCALE
RECORD DRAWINGS
THESE DRAWINGS HAVE BEEN
MODIFIED TO REFLECT FIELD
CHANGES REPORTED BY THE
CONTRACTOR AND/OR ANOTHER
PARTY, BUT HAVE NOT BEEN
VERIFIED BY THE CERTIFYING
ENGINEER.
4
D3
THIS DOCUMENT ORIGINALLY
ISSUED FOR CONSTRUCTION AND
SEALED BY MATTHEW D. BUSWELL,
SEAL NUMBER 33749. THIS
MEDIA SHALL NOT BE CONSIDERED
A CERTIFIED DOCUMENT
TaffiftIghm
Flu 2E.
Hazen
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO. : C-0381
CHARLOTTE
WTER
32270-016
Job No. File No.
Scales
PLAN
PROFILE
Hor.
Vert
1" = 40'
1" = 40'
1" = 4'
MALLARD CREEK WRF REUSE LINE
EXTENSION TO UNCC
MISCELLANEOUS STANDARD DETAILS
DRAWINGS
5 03-22 H&S
RECORD DRAWINGS
As Built
Date
3 10-20 H&S
CONFORMED DRAWINGS
No. Date By
Revision
S&MC JOG
Surveyed By
Designed By
GWF
Drawn By
JNS
Project—Engr Approved By
Date
Sheet Of
D3 25
20220311 9:35A 0:\32270—RAL\32270-016\Design\Drawings\SDETAILS\D3.dwg By TBARNES Last Saved By. tbarnes XREFs= ..\TBLOCK\32270-016—TB,0:\32270—RAL\32270-016\Design\Drawings\BASE\32270-016-3D—BASE,..\BASE\32270-016—BASE
0
0
0

EXISTING GRADE, STABILIZE WITH TURF
REINFORCEMENT MATTING AND SEED
5' MIN
OHWM 0
LIVE STAKES,
SEE NOTES
NATURAL STREAM BED
5" 0 STEEL VENT PIPE, PAINTED
1' DEEP TRENCH
BANK COMPACTED TO 92-95%
STD. PROCTOR MAX. LIFT
THICKNESS OF 8" AS
COMPACTED INCHES
INSTALL TRM MATTING ON COMPACTED
BACKFILL PRIOR TO LIVE STAKING
SEE NOTE 4.
NOTES:
1. RESTORE BANK TO ORIGINAL CONTOURS AND INSTALL LIVE
STAKING WITH NATIVE WOODY MATERIAL SUCH AS SILKY
DOGWOOD, SILKY WILLOW, BLACK WILLOW, ELDERBERRY OR
CORALBERRY.
2. LIVE STAKING SHALL BE INSTALLED BY A QUALIFIED
PROFESSIONAL, PLANTED 24-INCHES ON CENTER AT A DEPTH
OF 12-INCHES. LIVE STAKES SHALL BE 18 TO 24-INCHES IN
LENGTH AND s TO 1-INCH IN DIAMETER. PILOT HOLES MAY BE
NECESSARY IN SOME SOIL CONDITIONS TO PREVENT
DAMAGE TO LIVE STAKES.
3. MATTING SHALL BE CUT WITH A 12-INCH CROSS -CUT FOR
INSTALLATION OF EACH STAKE, WITH EACH CUT SECURED
WITH STAPLES OF GAUGE AND SPACING AS RECOMMENDED
BY MATTING MANUFACTURER.
4. MATTING SHALL BY 100% COCONUT FIBER, AND POSSESS A
MINIMUM SHEAR STRESS OF 2 LBS/SF WITH A RATED
LONGEVITY OF 24-36 MONTHS. MATTING SHALL BE INSTALLED
PER DETAIL AND MANUFACTURERS RECOMMENDATION.
STREAMBANK STABILIZATION
DETAIL
NOT TO SCALE
2
D4
2" 0 STEEL PIPE, PAINTED
2" FERNCO COUPLING WITH STAINLESS
STEEL SHEAR BAND (OR EQUAL)
2" PVC BALL VALVE
COMBINATION AIR RELEASE AND
VACUUM VALVE
PLUG VALVE FOR ISOLATION
12" BLIND FLANGE
16"X16"X12" TEE, PIPE SHALL BE
RESTRAINED JOINT IF AIR VALVE IS SHOWN
IN A RESTRAINED JOINT SECTION.
16" BELL AND FE
2" SCH80 PVC
SOLVENT WELD
2" PVC UNION
LINK SEAL, TYP
16" FLANGE COUPLING
ADAPTOR
SECTION VIEW
NOT TO SCALE
NOTE:
1. VAULT SHALL BE SIZED AS NEEDED FOR PIPE (6'X5' MIN) AND RATED
FOR NCDOT HS-20 LOADING.
2. CONCRETE SHALL BE A MINIMUM 3600 PSI COMPRESSIVE STRENGTH.
3. ALL VALVES SHALL OPEN COUNTERCLOCKWISE.
4. FRAME SHALL BE FLUSH WITH GROUND WITHIN DOT RIW, AND 2'
ABOVE GROUND IN SEWER EASEMENTS.
5. VENT AND AIR RELEASE PIPE SHALL BE 2' ABOVE EXISTING 100 YEAR
FEMA FLOODPLAIN
6. PAINT ALL EXPOSED DIP.
TOP VIEW
NOT TO SCALE
COMBINATION AIR REL EASE AND VACUUM VALVE
DETAIL
NOT TO SCALE
4
D4
Profile
View
24" WATERTIGHT RING AND COVER
30" WATERTIGHT RING AND COVER
Description:
• Standard lengths: 62" 1 66" 1 72"
• Width: 4"
• Pultruded fiberglass set in a composite resin
• 18" bury -depth decal included
• Side -rails and reinforcing rib provide strength and rigidity
• Temperature stable
• Fire resistant
• Pointed end for easy installation
• 10-year warranty for posts that include our patented PolyTech Coating TM
• Can withstand impacts from front or back and return to standing position
• Decals may be applied to front and back
Standard Post Colors
• r
Red Orange Yellow Green Blue
■
Purple
/ PURPLE WITH "RCW"
White
Prevents
Fading
Completely Blocks
UV Light
Prevents
Fiberbloom
10-Year
Warrany
SunCoat
✓
X
X
X
PolyTech
Coating
/
V
V
'
V
V
V
FIBERGLASS MARKER POST
RECORD DRAWINGS
THESE DRAWINGS HAVE BEEN
MODIFIED TO REFLECT FIELD
CHANGES REPORTED BY THE
CONTRACTOR AND/OR ANOTHER
PARTY, BUT HAVE NOT BEEN
VERIFIED BY THE CERTIFYING
ENGINEER.
THIS DOCUMENT ORIGINALLY
ISSUED FOR CONSTRUCTION AND
SEALED BY MATTHEW D. BUSWELL,
SEAL NUMBER 33749. THIS
MEDIA SHALL NOT BE CONSIDERED
A CERTIFIED DOCUMENT
Know
before
Hazen
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO. : C-0381
CHARLOTTE
WTER
32270-016
Job No.
File N
Scales
PLAN
PROFILE
Hor.
Vert
1" = 40'
1" = 40'
1"=4'
MALLARD CREEK WRF REUSE LINE
EXTENSION TO UNCC
MISCELLANEOUS STANDARD DETAILS
DRAWINGS
5
03-22
H&S
RECORD DRAWINGS
As Built
Date
3
10-20
H&S
CONFORMED DRAWINGS
No.
Date
By
Revision
S&MC
Surveyed By
JOG
Designed By
GWF
Drawn By
JNS
Project—Engr
Approved By
Date
Sheet
D4
Of
25
20220311 9: 35A 0:\32270—RAL\32270-016\Design\Drawings\SDETAILS\D4.dwg By TBARNES Last Saved By. tbarnes XREFs= ..\TBLOCK\32270-016—TB,0:\32270—RAL\32270-016\Design\Drawings\SDETAILS\ARV—BP,O:\32270—RAL\32270-016\Design\Drawings\SDETAILS\ARV—S01,0:\32270—RAL\32270-016\Design\Drawings\SDETAILS\ARV—S02
0
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w

OP ROCK/BOULDER
CUTOFF ROCK
4' MIN.
-BANKFULL WIDTH "B"-
CROSS SECTION E-E
STREAMBED
Y
_...LCUTOFF ROCK
4' MIN.
NOTES:
1. SILL SHALL BE CONSTRUCTED BY EXCAVATING A TRENCH SLIGHTLY LARGER THAN THE SILL DIMENSIONS.
2. TOP ROCKS SHALL BE SUPPORTED BYA FOOTER ROCK AND SHINGLED UPSTREAM AND INTO STREAM BANK. ALL
ROCKS SHALL BE INTERLOCKED MINIMIZING OR ELIMINATING GAPS WITH NO VOIDS/GAPS LARGER THAN 4 INCHES.
3. THE MINIMUM ELEVATION DISTANCE BETWEEN ELEVATION "X" AND ELEVATION "Y" IS 4 INCHES.
4. PLACE FILTER FABRIC (NON -WOVEN) ON UPSTREAM SIDE OF SILL. FABRIC SHALL COVER THE UPSTREAM FACE OF
THE ENTIRE SILL (EXCLUDING CUTOFF SILL) AND SHALL EXTEND A MAXIMUM OF 2 FEET UPSTREAM OF STRUCTURE.
5. DISTURBED STREAMBED SHALL BE BACKFILLED WITH 6" MIN. OF SBMM OR RIFFLE GRADE CONTROL MIX TO MEET
FINISHED GRADE.
6. STREAM BANK AROUND STRUCTURE SHALL BE BACKFILLED AND HAND COMPACTED.
7. SEE STRUCTURE TABLE, PROFILE, AND GRADING SHEET FOR ALL DIMENSIONS AND ELEVATIONS.
8. SILL ROCKS/BOULDERS SHALL BE FLUSH WITH FINISHED GRADE AND CUTOFF ROCKS SHALL EXTEND A MINIMUM OF 4
FEET INTO STREAMBANK.
9. PROVIDE DROP STONE/RIPRAP APRON DOWNSTREAM OF SILL AS DIRECTED.
CUTOFF ROCK
4' MIN.
FILTER FABRIC
(NON -WOVEN)
0
J
Li
BANKFULL WIDTH I�
TOP ROCKS
- o�
Y
•
FOOTER
ROCK/BOULDER (TYP)
PLAN VIEW
v
TOP ROCK INVERT ELEVATION
FLUSH WITH THALWEG
(STREAMBED ELEVATION &
STATION REFERENCE POINT)
PLACE FILTER FABRIC
(NON -WOVEN)
KEY MIN. 6" INTO BED.
SEE SIZING
•
•
ICUTOFF ROCK
4' MIN.
Y
X TOP ROCK INVERT ELEVATION
(STREAMBED ELEVATION &
STATION REFERENCE POINT)
DROP ROCK
STREAM BED
-DROP ROCK
\-FOOTER ROCK/BOULDERS
(COMPLETELY BURIED)
CHART FOR ALL ROCK SIZING
PROFILE
ROCK SILL (RS) SCHEDULE
STRUCTURE
NO.
APPROX.
SEWER
STA
STREAM
IMPACT
SITE NO.
ROCK SILL TYPE
INVERT
ELEV.
"X"
(MSL)
TIE-IN
ELEV.
"Y"
(MSL)
BANKFULL
WIDTH
"B"
(FT)
Df
(FT)
D50
(FT)
NCDOT
CLASS
NOTES
RS 1
11+50
S 1
DOWNSTREAM
570.5
572.8
44
2
1
CLASS 2
INSTALL FLUSI I WITI I CI IANNCL INVCRT. CXTCND CUTOFF ROCKS G
FT INTO BANK. ROCKO 0I IALL BE FLAT SIDED AND OTACKABLE.
RS 2
53+00
8 4
DOWNSTREAM
574.0
576.2
38
2
1
CLASS 2
INSTALL FLUSROCKC I I WITI I CI IANNCL INVCnT. CXTCND CUTOFF G
FT INTO BANK. ROCKS SI IALL BE FLAT SIDED AND STACKABLE.
RS 3
76160
S 6
DOWNSTREAM
581.0
581.6
8
4
2
N/A
INSTALL FLUSI I WITI I CI IANNCL INVCIIT. CXTCND CUTOFF HOCKS 4
FT INTO BANK. ROCKS SI IALL BE FLAT SIDED AND STACKABLE.
RS-4
77+30
S-7
DOWNSTREAM
580.0
580.4
8
3
1.5
N/A
INSTALL FLUSH WITH CHANNEL INVERT. EXTEND CUTOFF ROCKS 4
FT INTO BANK. ROCKS SHALL BE FLAT SIDED AND STACKABLE.
RS-5
93+50
S-8
DOWNSTREAM
576.0
578.1
35
2
1
CLASS 2
INSTALL FLUSH WITH CHANNEL INVERT. EXTEND CUTOFF ROCKS 6
FT INTO BANK. ROCKS SHALL BE FLAT SIDED AND STACKABLE.
UPSTREAV
SOCK SILL_
1
SCALE: NTS
D5
FINISHED GRADE
METHOD A
(SEE NOTE A)
18" 4" MIN. -
j
2"-
METHOD B
(SEE NOTE B)
18"
j
2"
4" MIN.
O
ELEVATIONS
PROFILE
10
III III III-
I -,,„,„1,
I IHa
III=III-I
1-111-1I1-
Q-
4'
6'
- 2"
A
PLAN
PRECAST CONCRETE BEAM
at,
3'
ELEVATION
3'
PRECAST CONCRETE BEAM
4. 5..
2'
3"
6"
illriallnil
i MIS
11
.
6"
TYP.
E,
ir
.
Da�
D�
r
2'-3"
3„y
TYP.
Wiffli
PLAN
PRECAST CONCRETE PAD
SIDE
2"
2" 16
2"
1°
SECTION
SECTION
NO. DESCRIPTION
1. WATER MAIN.
2. BUTTERFLY VALVE.
3. WASHED # 57 OR # 67 STONE - MINIMUM 6 FEET EACH
SIDE OF VALVE.
4. PRECAST CONCRETE BEAM. ( REINFORCED )
5. 12-INCH ( MIN. ) DIP ( OR C900 PVC DR18 ) RISER PIPE
20 INCH MAXIMUM.
6. PRECAST CONCRETE FLOOR. ( REINFORCED )
7. 1/2 - INCH EXPANSION MATERIAL ( CONSTRUCTION JOINT )
8. STANDARD VALVE BOX TOP SECTION ( W/COVER ), CAST
IN CONCRETE FLOOR # 6.
9. 24" PVC PIPE - C905 - DR18, OR DIP - CAST IN.
10. PRECAST CONCRETE PAD. ( REINFORCED )
11. FRAME AND COVER - SEE DETAILS.
12. VALVE LOCKOUT ASSEMBLY - SEE DETAILS.
13. EXTENSION STEM ASSEMBLY - SEE DETAILS.
14. 20" PVC PIPE - C905 - DR18, DR21, OR DR25.
15. WELDED WIRE FABRIC (WWF ) - 6x6, W2.9/W2.9, 16" DIA.,
OR 2 EACH # 3 REBARS - 16" DIA.
16. # 4 REBARS - AS SHOWN.
17. # 2 OR # 3 REBARS - STIRRUPS - AS SHOWN.
18. AWG #12 GAUGE COPPER TRACER WIRE (THWN ) WITH
BLUE INSULATION, TERMINATE WITH 24 INCH EXCESS
WIRE (COILED) IN VALVE BOX (TYP.)
19. 1/4" OR 3/8" ID CONDUIT - SDR 9 PEX TUBING - ASTM F876.
20. 3/4" DIA. x 12" SCH 40 PVC CONDUIT.
21. GRADE / SLOPE ADJUSTMENT RING - PRECAST CONCRETE
OR RECYCLED RUBBER.
NOTES:
3" A. METHOD A SHALL BE REQUIRED IN WATER MAIN EASE-
MENTS, OR WHEN VALVE IS BACK OF ROAD DITCH.
B. METHOD B SHALL BE REQUIRED WHEN VALVE IS IN
MAINTAINED LAWNS, ON ROAD SHOULDER, IN PAVEMENT
DRIVEWAYS OR SIDEWALKS.
C. DIAMETER OF RISER MAY VARY AS REQUIRED BY VALVE
ACTUATOR, AS APPROVED BY CMUD.
D. FOR 24" AND SMALLER VALVES - WHEN OPERATING NUT
DEPTH EXCEEDS 3'-0" BELOW FINISHED GRADE, PROVIDE
EXTENSION STEM WITH STD 2" NUT IN TOP SECTION AS
SHOWN. SEE EXTENSION STEM DETAIL.
E. FOR 30" AND LARGER VALVES , EXTENSION STEM REQUIRED
REGARDLESS OF DEPTH. SEE EXTENSION STEM DETAIL.
F. PROVIDE 2" CLEARANCE IN ALL DIRECTIONS BETWEEN RISER
AND VALVE/ACTUATOR. ( SEE NOTE C )
DESIGN REQUIREMENTS:
a. CONCRETE -f' c= 4000 PSI ( MIN. )
b. REBARS - GRADE 60, ASTM A 615
c. WELDED WIRE FABRIC - ASTM A 185, A 82
PLAN
SECTION
PRECAST CONCRETE FLOOR
VALVE BOX ASSEMBLY INSTALLATION
BUTTERFLY VALVES 16 - INCH AND LARGER MAINS
N
J
1-
w
0
0
z
H
N
ce
w
a
PAY
LIMITS
IN RADII
r-A
�-A
A
L
,
A
SLOPE TO ELEVATION OF
CURB AND GUTTER OR AS
DIRECTED BY ENGINEER
2'-0"
▪ >,
4'-O"
DRIVEWAY WITH EXPRESSWAY GUTTER
VARIABLE - 10' SUGGESTED
TRANSITION
PAY LIMITS
IN RADII II
C
L
RADII (SEE
PLANS)
r-C
GUTTER
APRON SLOPES UP
RADII
(AS SHOWN
ON PLANS)
- FACE OF CURB
C
TRANSITION
DRIVEWAY WITH 2'-6" CURB AND GUTTER
PLAN VIEW OF TYPICAL CURB AND GUTTER OCCURENCES
VARIABLE - 10' SUGGESTED
A
B
A
B
EDGE OF PAVEMENT
PLAN VIEW OF TRANSITION
EXPRESSWAY GUTTER TO 2'-6" CURB AND GUTTER
C
C
SECTION A -A
EXPRESSWAY GUTTER
1/8" RAD
15" 2'-0",
6" 7"
SECTION B-B
TRANSITION GUTTER
JOINT SEALER
SURFACE OF
GUTTER
VARIABLE
•/ 10" TO 12"
JOINT FILLER
EXPANSION JOINT
1/8" RAD
SECTION C-C
21-6" CURB & GUTTER
JOINT SEALER
OF
1"
2
CONTRACTION JOINT
R
NOTES:
-IN THE TRANSITION FROM 4'-0" CONCRETE EXPRESSWAY GUTTER TO 2'-6" CONCRETE
CURB AND GUTTER, PLACE 1/2" EXPANSION JOINTS AT 25' INTERVALS.
-PLACE GROOVE JOINTS 1" DEEP AT 12'-6" INTERVALS BETWEEN EXPANSION JOINTS.
-FILL AND SEAL THE TOP 1/2" OF THE EXPANSION JOINTS AND 1" OF CONTRACTION
JOINTS WITH APPROVED JOINT SEALING COMPOUND.
OU)
Qa
HCC
LLCLI-+z
0 0 (4_
CC
QUcrOcr
1-1
-
U)Hu_OJ
CC O O U) Q
z H
o ' H
1-CI- p
0
ROADWAY STANDARD DRAWING FOR
cc
UJ
IH IOC
H W
=
0 I-
_
CO
CC
V m
CC
LLI
I- 0
W
GC G
C) Z
Za
0
V
SHEET 3 OF 3
846.01
*5'-O"
*SIDEWALK
(OPTIONAL)
DISSIPATE CURB
BETWEEN THESE LIMITS
RADUIS 3'-0" OR
AS SHOWN ON PLANS
DRIVEWAY TURNOUT
1/2" EXPANSION JOINT
PROPOSED DRIVEWAY
PAVEMENT
2" DEEP SAW CUT
EXISTING DRIVEWAY
PAVEMENT
METHOD OF TIE IN
WHEN EXISTING DRIVEWAY PAVEMENT IS CONCRETE,
SAW CUT 2" DEEP JOINT AT THE POINT OF TIE-IN.
SAW JOINT PERPENDICULAR TO EDGE OF EXISTING
DRIVEWAY PAVEMENT.
BUILD THIS PORTION OF DRIVEWAY PAVEMENT
ONLY AT LOCATIONS WHEN DIRECTED.
WIDTH OF DRIVEWAY
STREET PAVEMENT -/
�► C
PLAN
DETAIL OF DRIVEWAY
*5' - o"
*SIDEWALK I
(OPTIONAL) I
DISSIPATE CURB
BETWEEN THESE LIMITS
I2 OF 2 FOR DRIVEWAY GRADES)
* SIDEWALK TAPERS DOWN
5' BACK FROM DRIVEWAY.
RADIUS 3'-0" OR
AS SHOWN ON PLANS
1/2" EXPANSION JOINT
VARIABLE (SEE SHEET
0
6" 2'-0
VARIABLE
2
6
rr
/RADIUS 3'-0" OR AS
SHOWN ON PLANS
DRIVEWAY TURNOUT
/ BUILD THIS PORTION OF DRIVEWAY
PAVEMENT ONLY AT LOCATIONS
WHEN DIRECTED.
SECTION C-C
PROPOSED
PAVEMENT
0
✓
✓
ROADWAY STANDARD DRAWING FOR
DRIVEWAY TURNOUT
RADIUS TYPE
SHEET 1 OF 2
848.02
RECORD DRAWINGS
THESE DRAWINGS HAVE BEEN
MODIFIED TO REFLECT FIELD
CHANGES REPORTED BY THE
CONTRACTOR AND/OR ANOTHER
PARTY, BUT HAVE NOT BEEN
VERIFIED BY THE CERTIFYING
ENGINEER.
THIS DOCUMENT ORIGINALLY
ISSUED FOR CONSTRUCTION AND
SEALED BY MATTHEW D. BUSWELL,
SEAL NUMBER 33749. THIS
MEDIA SHALL NOT BE CONSIDERED
A CERTIFIED DOCUMENT
efore
14.
Hazen
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
CHARLOTTE
W TER
32270-016
Job No.
File No.
Scales
PLAN
PROFILE
H or.
Vert
1"=40'
1"=40'
1" = 4'
MALLARD CREEK WRF REUSE LINE
EXTENSION TO UNCC
5
03-22
H&S
RECORD DRAWINGS
As Built Date
MISCELLANEOUS STANDARD DETAILS
DRAWINGS
0
0
U
w
3
10-20
H&S
CONFORMED DRAWINGS
No.
Date
By
Revision
S&MC
Surveyed By
JOG
Designed By
GWF
Drawn By
JNS
Project-Engr
Approved By
Date
Sheet
D5
Of
25
20220311 9:35A 0:\32270-RAL\32270-016\Design\Drawings\SDETAILS\D5.dwg By.TBARNES Last Saved By. tbarnes XREFs= ..\TBLOCK\32270-016-TB

I
o
...1 W
Ct. CC
t2C0 cif
ro 0
C70
CO CO
CON
N
.-1
A
0
31S78-300-000-0010
1
2
3
4
5
6
7
8
9
10
•
-'_4=-^-
•
88+00
MN MO IMAM MN 41111 1
OWL Alba&
89+00
59+00
KIW
90+00
R/W
l,.
91+00
91+00
MAa111II.NI!
YI,M 7111U MMY IIYWI
—v*wr rMwi airs Iq
B. =DN:-EF- _ _
=C Y D
imam .iMY-R.1
M. "MMI7�I�MIMIiM
92+00
EASTBOUND LANES
US HWY 29 120' R/W
WESTBOUND LANES
92+00
•
C@�====:1Gii: Ai i CI AI.Ew
93+00
FUTURE PAVEMENT
NCOOT PROJECT 9.1671617
(UNDER CONSTRUCTICN)
FUTURE
16" WL
^ROW
EXIST
16" WL
PROPOSED 24" REUSE PIPELINE
682* LF
94+00
NOTE:
FROM STA 90+00 TO STA 102+00. THIS PROJECT
IS LOCATED WITHIN THE LIMITS OF NCDOT
PROJECT 8.1671617. THE AREA HAS BEEN CLEARED
BY AND IS UNDER CONTROL OF REA CONSTRUCTION.
R/W
95+00
96+00
'N1
SCALE: 1" = 40' HORIZ
1" = 4' VERT
EXIST
16" WL
97+00
41 41LIN3 ORK
PROPOSE
SILT FE
EC STD
BM
BOLT ON
EL 608.4
EkOR
=SEC
COO . I`
=ION_
MINI UNA
MUM
10111111111011111 LIMN
CONTRAC
ECT:ON
FUTURE
CULVERT
MIMM TAMP I MI. vier 11I ,wAr
1MM.4.IM 111114
98+00
= ."_ _-..-.-__-..
—FUTURE IS" WL
T _l_LINEWORK CONTRACT
SECTION 2
STA 0+27
PROPOSED 2" BLOWOFF
STD WATER DET 10
PROPOSED 16" REUSE PIPELINE
99+0Q
STUBOUT 251 LF
STR 0+07
2" RIR REL RSE
STR 97+12
PROPOSED 16 BFV
Ala
(BY LINEWORK
SECTION 1 CONTRACTORtri
SALOME CHURCH RD
� csR �4ss�
as
log
SHEE
•
PROPOSED 16'
REUSE PIPELINE
204 LF
FUTURE 16" WL
STR 97+18 LB =
STR 96+96 LA =
STA 0+00 STUBOUT
PROPOSED 24"X24"X16" RJ TEE
PROPOSED 24" REUSE PIPELINE
2231 LF
95+00
V�'O TRA 9t/
RECORD DRAWING $,,geoo��cyFyr
THIS DRAWING HAS BEEN MODIFIED TO REFLECT ySrR 8
UPON ICHANGNFORMATImADE ON AS MRY BE PROVIDED ONSTRuCTION BY THE �Crr"4 02)
CONTRACTOR AND CONSTRUCTION OBSERVATION
BY .THE E%GI EEER, jS AUTHORIZED REPRESS NTRTVE
BY Zf ENGINEER`---DATEit$
C
DATE
REVISIONS ANO RECORD OF ISSUE
NO.
BY
CK
RPP
DESIGNED
DETAILED
CHECKED BMR
JCG
CGL
APPROVED
ORTE
Mack 6Watc11
Charlotb, North Carolina
PROJECT NO.
31578
CHARLOTTE—MECKLENBURG UTILITY DEPARTMENT 46 9/-ell
MALLARD CREEK WATER RECLAMATION FACILITY
REUSE PIPELINE
US HWY 29
SALOME CHURCH RD (SR 2469)
STA 88+00 TO STA 99+00
THIS DOCUMENT
ORIGINALLY ISSUED
AND SEALED BY
JOHN C. GREY.
PROFESSIONAL ENGINEER.
REGISTRATION NO. 18097
12--17-96
SHEET
8OF27
RECORD DRAWINGS
THESE DRAWINGS HAVE BEEN
MODIFIED TO REFLECT FIELD
CHANGES REPORTED BY THE
CONTRACTOR AND/OR ANOTHER
PARTY, BUT HAVE NOT BEEN
VERIFIED BY THE CERTIFYING
ENGINEER.
THIS DOCUMENT ORIGINALLY
ISSUED FOR CONSTRUCTION AND
SEALED BYJAMES N. STRUVE,
SEAL NUMBER 18179. THIS
MEDIA SHALL NOT BE CONSIDERED
A CERTIFIED DOCUMENT
1115
Hazen
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO. : C-0381
CHARLOTTE
WTER
32270-016
Job No. File No.
Scales
PLAN
PROFILE
H or.
Vert
1"=40'
1"=40'
1" = 4'
MALLARD CREEK WRF REUSE LINE
EXTENSION TO UNCC
REFERENCE DRAWING
DRAWINGS
5 03-22 H&S
04/20 H&S
RECORD DRAWINGS
CONFORMED DRAWINGS
As Built
Date
No.
Date By
Revision
S&MC JOG
Surveyed By
Designed By
GWF
Drawn By
JNS
Project-Engr Approved By
Date
Sheet Of
R 1 25
20220311 9:35A 0: \32270—RAL\32270-016 \Design \Drawings \REFERENCE DRAWINGS\R01.dwg By:TBARNES Last Saved By. tbames XREFs= ..\TBLOCK\32270-016—TB
OC
0
0
w
OC

PROJECT REFERENCE NO.
SHEET NO.
u 25oe c
uc-t
CONTRACTOR SHALL INSTALL THE 60"
SEWER LINE AT THE APPROPRIATE
PHASE OF CONSTRUCTION
ALL PROP.WATER AND SEWER LINES
ON THIS PROJECT ARE OWNED BY:
CHARLOTTE-MECKLENBURG UTILITIES
SCALEE,
0 50 /00
urKm LKOTEErt
APPROX.LOCATION OF
PROFILE DRAWING FOR LINE -SI-
PROFILE DRAWING FOR LINE -WI-
PROP.I-16"x I6°TAPPING SLEEVE
EXIST.16"WATER LINE
(60"SEWER LINE) IS SHOWN ON
(24" WATER LINE)IS SHOWN ON
CONST. REV.
VALVE & VALVE BOX, l50" WP
NOTES:
UTILITY CONSTRUCTION SHEET UC-9.
UTILITY CONSTRUCTION SHEET UC-6.
R/W REV.
PROP. 63.54 LF 16° DI RESTRAINED
UT IL I T Y CONSTRUCTION
JOINT WATER PIPE. PC 250
I. CONTRACTOR SHALL LOCATE ALL UTILITIES IN THE AREA PRIOR TO THE
BORING OPERATIONS. THE WATER LINES SHALL BE LOCATED WITH ELEVATIONS
CONTRACTOR SHALL INSTALL 24"
PROP./0.00 LF 36" IN ORDER TO SET THE BORE ON THE APPROPRIATE GRADE FOR THE TIE-INS TO
WATER LINE AT THE APPROPRIATE
DI RESTRAINED JOINT
PROP.I-FIRE HYDRANT
THE EXISTING WATER LINES.
PHASE OF CONSTRUCTION
o
WATER PIPE, PC 250
W/L STA 12+10.00
VIEW 3
2. AT THE INTERSECTION OF US 29 AND MALLARD CREEK CHURCH ROAD, WALL
o
W Q
BLOCKING SHALL BE USED AT ALL BENDS,TEES,AND REDUCERS.
PROP. 1404.93 LF 24"
DI RESTRAINED JOINT
WATER PIPE, PC 250
ti g
PROP. PERMANENT UTILITY
W
V)
PROP.I-24" BUTTERFLY VALVE
EASEMENT (VARIES)
p
N 575924.2759
U
LINE -W3-E
& VALVE BOX (DIRECT BURY)
W/LSTA12+50.00
1483626.4752
W W
HORIZBEND
AlR RELEASE
-LREV- STA./9+68.80 11493 (LT)
N.cth W p
ASSEMB
W/L STA 12+60.00
+6385
PIPE PLUG
N. (Li
PROP.I-24"x24"
128.97 (LT1
+83,85
N- Ct p c s
RJ TEE
t24A6
PROP. PERMANENT UTILITY
t
f
o (0"ja
W/L STA 10+2/.00
-1
KN58 (LT)
EASEMENT (VARIES)
14501 )
+9889ra
N
W
+1622
'
-
80.42 (LT LINE
j
rn
JL11
I p W''t
•O
_�-" n
OQ N �
rr���
-� wx
ire -
-
58254(LT)
427.43
W
J O,�525+0
LT;
l
l
"i
ENCASEMENT PIPE 0.375"THICK,
��LINE -SI-
+
- N `�
BY BORING & JACKING.
•
+�
N
PROP. l 24"xl6" RJ TEE
W/L STA /0+33.00
•-
"
VTS MODIFIED
ri'
PROP.1-24" BUTTERFLY VALVE
`-
\
w
I
sex`�\ 5200 fRT1
Ski,
PROP.1 24" BUTTERFLY VALVE
I
*833,3
& VALVE BOX (D/RECT BURY)
1
# i 52.00 rfrrl
Q
PROPOSED 220.00 LF 60' DI SEWER PIPE, PC 350 0
,
W
IN
'`
PROPOSED 145.00 LF 24" DI RESTRAINED
JOINT WATER PIPE,PC 250
5#3 2.00 rRra 1
I +g8.09
I35J6
L
‹EPROP.l33'
36" STEEL
SEE NCDOT UTILITY
CONSTRUCTION PLANS
se RT) (RT)
+ +8313
38.09
W
ENCASEMENT PIPE 0375° THICK,
BY BORING & JACKING.
FOR RELOCATION OF
EXISTING 12"WATERUNE
13499 (Xi +53J3 120J2 fRr)
N 575747.8034
p
/20,03 r1rT1
P
PROP.1-24" BUTTERFLY VALVE
E 1483495.1077
OW
APPROX.LOCAT/ON OF
& VALVE BOX (DIRECT BURY)
-LREV- STA./9+68./7 /05.07 (RT)
o
EX/ST.24" WATER LINE
PIPE PLUG
g
PROP.1-24"x24" RJ TEE
p
2
v 1- W
p a co
BEGIN W/L CONSTRUCTION
TIE TO EX/ST.36" WATER LINE
W/L 5TA10+00.00
(tW o a
-
APPROX. LOCATION OF
EXIST.36" WATER LINE
"I - 2/27/O�
LOCATED
TERFLY VALV
)EGREE HORI,
Sl- EXTENDE
ATIONS WERE
Cd" 0: in' @28'CM
^
Q t!1� ., I s/7
1� 1
G' W ---1CNARLMTEAN
CHARLOTTE-MECKLENBURG
UTILITIES
ENBINFFRIA.0 01YI5rON
UITH CIROL INA
Q d' I
N N .2)
'E
PROP.MAUMD CREEK CHURCH RD fSR 2833)
FROM EXIST.U5.29 TO NC.I9
WATER AND SEWER
N f"1 Ili
REVISED 2-27-02
...,, h.
KSH
8.5...0 h:
KSH
i a.r..
11/19/03
M,wrr,
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CMUD JOB" 324-01528 (SEWER)
CMUD JOB" 529-01-028 (WATER)
CHARLOTTE-MECKLENBURG
UTILITY DEPARTMENT
ENGINEERING DIVISION
CHARLOTTE..NORTH CAROLINA
(SR 28331MALLARD CREEK CHURCH F
FROM US 29 TO NC 49
WATER AND SEWER
0+00
1+00
2+00
Drawn Br:
KSH
oasIan.a Br:
LSG
oats:
2/27/02
UC-9
BAR3ARA H. MNLKEY ENGINEERING
750 East IUE}ni ssa Bi
00
7704/ 537 RBII�F4X/
5
03-22
H&S
RECORD DRAWINGS
THESE DRAWINGS HAVE BEEN
MODIFIED TO REFLECT FIELD
CHANGES REPORTED BY THE
CONTRACTOR AND/OR ANOTHER
PARTY, BUT HAVE NOT BEEN
VERIFIED BY THE CERTIFYING
ENGINEER.
THIS DOCUMENT ORIGINALLY
ISSUED FOR CONSTRUCTION AND
SEALED BYJAMES N. STRUVE,
SEAL NUMBER 18179. THIS
MEDIA SHALL NOT BE CONSIDERED
A CERTIFIED DOCUMENT
Know
Hazen
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO. : C-0381
CHARLOTTE
WTER
efo
RECORD DRAWINGS
32270-016
Job No.
File No. MALLARD CREEK WRF REUSE LINE
EXTENSION TO UNCC
Scales
PLAN
PROFILE
Hor.
Vert
1" = 40'
1" = 40'
As Built
Date
REFERENCE DRAWING
DRAWINGS
0
c
0
U
04/20
H&S
No.
Date
By
CONFORMED DRAWINGS
Revision
S&MC
Surveyed By
JOG
Designed By
GWF
Drawn By
JNS
Project-Engr
Approved By
Date
Sheet
R2
Of
25
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