20191756 Ver 3_G - Mallard Creek Impact Maps_rev6.5.20_20200605

Mallard Creek 16-in Reuse Line
Access Road
Stream
Pipe Crossing 9
Wetland impacts M-W7 and M-W8
Pipe Crossing 14
Wetland Impact M-W9
ipe Crossing 1
/etland impacts M-W1 and M-W2
'ipe Crossing 2
Stream impact M-S1
Pipe Crossing 3
Stream impacts M-S2 and M-S3
Pipe Crossing 7
Stream impact M-S6
Pipe Crossing 6
Wetland impacts M-W3 and M-
* ,E'l� I Z 0 N
MP UHEATE
Pipe Crossing 4
9 Stream impacts M-S4 and M-S5
Pipe Crossing 5
Wetland impacts M-W5 and M-W6
\Pipe Crossing 8
Stream impacts M-S7 and M-S8
Pipe Crossing 10
I
Stream impacts M-S9 and M-S10
•
Pipe Crossing 11
Stream impacts M-S11 and M-S12
Pipe Crossing 12
Stream impact M-S13
Is
Pipe Crossing 13
Stream impacts M-S14 and M-S15
ROCK
IF4,W UARRY
1.4 '*w
Stream line obtained from Mecklenburg County
Land Development Department
N Date Saved: 5/1/2019 INDEX FOR
CHARLOTTE REVISED IMPACT MAPS
0 500 1,000 2,000 W TER Hazen
Feet — Mallard Creek WRF Reuse Line
1 inch - 1,000 feet Extension to UNCC
Mecklenburg County, North Carolina

r- r
JL
Pipe Crossing 14
Wetland Name MAA
Wetland type: Forested
M-W9: Conversion Impact: 0.06 acre
6i
Legend
Limits of Disturbance
•
Mallard Creek Reuse Line
Wetland Impact
Roads
REFERENCE: AERIAL IMAGERY PROVIDED BY ESRI. BACKROUND LAYERS PROVIDED BY 50 25 0 50 Feet
MECKLENBURG COUNTY GIS DEPARTMENT AND HAZEN AND SAWYER, DATED 2020.
SCALE: DATE: FIGURE NO.
1 inch = 50 feet 6/5/2020 Impact Map
CWS PROJECT NO: DRAWN BY:
2019-0234 AVH Mallard Creek WRF Reuse Line
COORDINATES: CHECKED BY: CAR ❑ L I N A Extension to UNCC
8
35.315162,-80.733467 GCA WETLAND SERVICES Mecklenburg County, North Carolina
G:\Shared drives\Consulting Team Drive\2019\2019 Consulting Projects\2019-0234 Toby Creek\JD\ArcGIS\Updated (6.3.20)\Mallard Creek_Figure8.mxd

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]D95
DATE SURVEY COMPLETED: MAY 2019
INSIDE CHARLOTTE: (,/) YES ( ) NO:
TOPO NO:
CHARLOTTE
W TER
WATER MAIN IMPROVEMENTS
CHARLOTTE WATER PROJECT NO. 833-15-513
MECKLENBURG COUNTY, NORTH CAROLINA
MALLARD CREEK WRF REUSE LINE
EXTENSION TO UNCC
SRF PROJECT NO.: CS3703717-16
MAY 2020
VICINITY MAP
r'=1000'
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. XXXXX
DISTURBED AREA: 9.2 ACRES
*I,
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@MIm%
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
APPROVALS (SEALS)
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:

P
A \
1p
PROP
REUSE UNE
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6
MORNY SR rqR P Q
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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:3O679 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
D6:7667 PG:632
(OFF) STONE QUARRY ROAD
5
MARTIN MARIETTA MATERIALS, INC.
051-041-01
D8:7667 PG:632
575 E. MALLARD CREEK CHURCH RD.
6
WITHROW FAMILY TRUST
051-033—O5A
DB:12369 PG:864
201 BUNNYFIELD RD.
7
MARTIN MARIETTA MATERIALS, INC.
051-021-01
D8:7667 PG:632
8
MECKLENBURG COUNTY
051-021-08
D8:3O32 PG:24O
E MALLARD CREEK CHURCH RD.
9
JAMES FROSST ALEXANDER
051-021-02
DB:2O86 PG:3O5
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:OS
E. MALLARD CREEK CHURCH RD.
12
HWY 29 LOT LLC
029-052-15
D6:28993 PG:7O7
11430 N TRYON ST.
13
MARTIN MARIETTA MATERIALS, INC.
051-02-106
D8:7667 PG:632
14
BELLSOUTH TELECOMMUNICATIONS, INC
049-382-02
D8:5373 PG:425
400 E. MALLARD CREEK CHURCH RD
15
STATE OF NORTH CAROLINA
051-021—O3A
DB:4521 PG:695
E. MALLARD CREEK CHURCH RD
16
MECKLENBURG COUNTY
051-032-06
DB:9893 PG:118
N. TRYON ST. ATI-485
SHEET INDEX
GENERAL
CVR COVER
2 SHEET INDEX
3 GENERAL NOTES
PLAN AND PROFILE
4 STA 0+00 TO STA 10+00
5 STA 10+00 TO STA 20+00
6 STA 20+00 TO STA 30+00
7 STA 30+00 TO STA 40+00
8 STA 40+00 TO STA 50+00
9 STA 50+00 TO STA 60+00
10 STA 60+00 TO STA 70+00
11 STA 70+00 TO STA 80+00
12 STA 80+00 TO STA 90+00
13 STA 90+00 TO STA 100+00
14 STA 100+00 TO STA 104+54
14A POTABLE WATER CONNECTION
148 BACK FLOW PREVENTER AND AIR GAP VAULT DETAILS
ICdd�X`1.7�1/il�7
15
ACCESS 4 AND 6
16
ACCESS 5, 7 AND 8
NCDOT PERMANENT ACCESS EXHIBIT
17
ACCESS 8 - MALLARD CRK CH ROAD
18
ACCESS 6 - MORNINGSTAR ROAD
MISCELLANEOUS STANDARD DETAILS
D 1
MISCELLANEOUS STANDARD DETAILS
D2
MISCELLANEOUS STANDARD DETAILS
D3
MISCELLANEOUS STANDARD DETAILS
D4
MISCELLANEOUS STANDARD DETAILS
D5
MISCELLANEOUS STANDARD DETAILS
REFERENCE DRAWINGS
R 1
REFERENCE DRAWING
R2
REFERENCE DRAWING
N
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OACCESS POINT
APERMANENT EASEMENT PROPERTY OWNER
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ABBREVIATIONS
SYMBOLS
% PERCENT
& AND
® AT
A
ABAN ABANDONED
ADD ADDENDUM
APPROX APPROXIMATE
ARV AIR RELEASE VALVE
ASPH ASPHALT
BFV BUTTERFLY VALVE
BLDG BUILDING
BLVD BOULEVARD
C
CB CATCH BASIN
CDIA CHARLOTTE-DOUGLAS
INTERNATIONAL AIRPORT
CL OR CENTERLINE
CLF CHAIN LINK FENCE
CMP CORRUGATED METAL PIPE
CO CLEANOUT
CONIC CONCRETE
CW CHARLOTTE WATER
7. ALL PIPE WORK SHALL BE INSTALLED IN ACCORDANCE NTH STANDARD
DUKE ENERGRY NOTES:
O
CONSTRUCTION TECHNIQUES. ONLY THE LENGTH OF TRENCH IN WHICH PIPE
7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY WASTEWATER SPILLS THAT
CAN BE INSTALLED IN ONE DAY'S TIME SHALL BE OPEN AT ANY TIME, WITH
OCCUR DURING CONSTRUCTION AND ASSOCIATED FINES FROM STATE
OHE OR OE
OVERHEAD ELECTRIC
SPOIL MATERIAL PLACED ON THE UPHILL SIDE OF THE TRENCH. A BASE
REGULATORY AGENCIES.
1 NO STOCKPILING OF ANY MATERIALS WITHIN THE DUKE ENERGY
OHT
OVERHEAD TELEPHONE
LAYER OF SCREENING FINES SHALL BE USED UNDER ALL DEPOSITS OF
TRANSMISSION EASEMENT AT ANY TIME.
OHTV
OVERHEAD CABLE TV
SPOIL MATERIALS ALONG THE ROADWAY. PIPING SHALL BE CAPPED AT END
8. ANY LAND CORNER, PROPERTY MONUMENTATION, OR BENCHMARK WITHIN
2 DUKE ENERGY SHALL HAVE FREE AND CLEAR INGRESS /EGRESS TO ITS
P
OF EACH DAYS WORK TO PREVENT SEDIMENT FROM ENTERING. TRENCH
SHALL BE BACKFILLED AT END OF EACH DAYS WORK AND DISTURBED AREA
THE UMITS OF CONSTRUCTION SHALL BE PROTECTED. IF A CORNER
MONUMENT IS IN DANGER OF BEING DESTROYED, THE CONTRACTOR SHALL
FACILITIES AT ALL TIMES.
SEEDED WITH TEMPORARY SEEDING MEASURES IF APPROPRIATE.
NOTIFY THE OWNER IMMEDIATELY. ANY CORNER MONUMENT DISTURBED OR
DESTROYED SHALL BE RESET BY A PROFESSIONAL LAND SURVEYOR
3. ALL CROSSING MATERIALS SHALL BE ABLE TO WITHSTAND 80K POUNDS.
PAE
PERMANENT ACCESS EASEMENT
8. TEMPORARY STREAM CROSSING SHALL BE INSTALLED AS NEEDED, AND
REGISTERED IN THE STATE OF NC AT THE CONTRACTOR'S EXPENSE.
PED
PEDESTAL
REMOVED IMMEDIATELY WHEN THEY ARE NO LONGER NEEDED. STREAM
CONTRACTOR TO PROTECT OR REPLACE NCDOT RIGHT-OF-WAY MARKERS
4. ALL CROSSINGS SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND
PG
PAGE
CHANNEL SHALL BE RESTORED TO ITS ORIGINAL CROSS-SECTION, AND
OR MONUMENTS PER NCDOT 806.01.
COMPACTED TO 95% AT END OF EACH DAY.
PKWY
PARKWAY
STABILIZED. UPON COMPLETION OF WORK WITHIN THE STREAM FOR PIPELINE
PL OR R
PROPERTY LINE
INSTALLATION, PERMANENT STREAM CROSSINGS SHALL BE INSTALLED PER
9. CONTACT PROJECT INSPECTOR IMMEDIATELY REGARDING ANY CONFLICTS
5. DUKE ENERGY SHALL NOT BE RESPONSIBLE FOR ANY DAMAGE TO
PING
PIEDMONT NATURAL GAS
THE CONTRACT DRAWINGS.
THAT ARISE DURING CONSTRUCTION OF WORK SHOWN ON THE DRAWINGS.
CONSTRUCTION MATERIALS WITHIN THE TRANSMISSION EASEMENT.
PP
POWER POLE
9. PRIOR TO BEGINNING EXCAVATION FOR BORE/RECEIVING PITS, THE
10. FOR ALL TIE-IN PIPING OR CROSSINGS, CONTRACTOR SHALL VERIFY ALL
6. ALL EROSION CONTROL DEVICES WITHIN DUKE ENERGYS TRANSMISSION
PV
PLUG VALVE
CONTRACTOR SHALL HAVE A PLS (PROFESSIONAL LICENSED SURVEYOR)
EXISTING PIPELINE ELEVATIONS, LOCATIONS, DIAMETERS, AND MATERIALS
EASEMENT SHALL BE REMOVED UPON COMPLETION AND ACCEPTANCE OF
PVMT
PAVEMENT
ESTABLISH CONTROL POINTS FOR MEASURING SETTLEMENT THE ROAD AT
PRIOR TO SHOP DRAWING SUBMITTALS, NOTIFYING THE ENGINEER OF ANY
PROJECT. VEGETATION MUST BE RE-ESTABLISHED IN DUKE ENERGY'S
POUR
POWER
10 FT. INTERVALS ALONG THE CENTERLINE AND 10 FT. EACH SIDE OF THE
CONFLICTS.
TRANSMISSION EASEMENT IF DAMAGED.
R
PIPELINE. THE PLS SHALL BE LICENSED IN THE STATE OF NO AND SHALL
MONITOR AND RECORD THESE POINTS ON A DAILY BASIS UNTIL THE
11. ALL DRIVEWAYS, DRAIN PIPES, HEADWALLS, AND OTHER PHYSICAL FEATURES
7. ALL WORK WITHIN DUKE ENERGY'S TRANSMISSION EASEMENT SHALL COMPLY
CONSTRUCTION OF THE BORE/TUNNEL IS COMPLETED.
SHALL BE RESTORED TO EQUAL OR BETTER THAN EXISTING CONDITION, IN
WITH DUKE'S GUIDELINES AND RESTRICTIONS, CLEARANCES AND OSHA
R/W OR RW
RIGHT OF WAY
BOTH NEW AND EXISTING RIGHTS -OF -WAY AND WITHIN ANY TEMPORARY
REGULATIONS.
R
RADIUS
10. CONTRACTOR MAY BE REQUIRED TO PUMP STORM WATER AROUND
EASEMENT AREAS. ANY STRUCTURES OR DRIVEWAYS DISTURBED OUTSIDE
MEASURES SHOULD THEY FAIL DURING A SIGNIFICANT STORM EVENT. THIS
THE RIGHT-OF-WAY OR EASEMENT SHALL ALSO BE FULLY RESTORED TO
RCP
REINFORCED CONCRETE PIPE
SHALL BE AT NO ADDITIONAL COST TO THE OWNER.
THE OWNER'S SATISFACTION AT NO ADDITIONAL COST TO THE OWNER.
RD
ROAD
RECM
ROLLED EROSION CONTROL MALTING
11. ANY EXCAVATION DEWATERING FLOWS SHALL PASS THROUGH SEDIMENT
12. CONTRACTOR TO DIG TEST PITS AND DETERMINE ELEVATION OF ALL KNOWN
RJ
RESTRAINED JOINT
FILTERING DEVICE BEFORE DISCHARGE.
CONFLICTS AT LEAST 1000 FEET AHEAD OF PIPE OR CASING INSTALLATION.
.rceaw•..w. o...ww�.eNs:Hwr..rncaoei
RR
RAILROAD
12. CSTALLATI STABILIZATION (IF INDICATED), SHALL BEGIN IMMEDIATELY AFTER
13. CLASS B CONCRETE MIX DESIGN SHALL HAVE A MINIMUM 28-DAY
S
INSTALLATION OF PIPE SEGMENT.
COMPRESSIVE STRENGTH OF 3000 PSI. SEE SPECIFICATIONS.
13. STORM DRAINAGE INLETS SHALL BE PROTECTED WITH APPROPRIATE EROSION
14. ELEVATIONS AND GRADES SHOWN WITHIN THESE CONTRACT DRAWINGS ARE
SO
SF
STORM DRAIN
SILT FENCE
CONTROL MEASURES AT ALL TIMES.
CRITICAL TO THIS PIPELINE INSTALLATION. CONTRACTOR'S PROFESSIONAL LAND
SURVEYOR SHALL VERIFY UNES AND GRADES THROUGHOUT THE INSTALLATION
DI
DUCTILE IRON
SHT
SHEET
14. ONCE ALL EARTHWORK AND CONSTRUCTION ACTIVITIES ARE COMPLETE,
PROCESS.
DI OR 0
DIAMETER
SSE
SSMH
SANITARY SEWER EASEMENT
SANITARY SEWER MANHOLE
FINAL GRADING MAY BEGIN.
15. EXCESS EXCAVATED MATERIAL AND EXISTING SRUCTURES REMOVED SHALL BE
DIM
DIMENSION
SS
SANITARY SEWER
15. ONCE PERMANENT STABILIZATION HAS OCCURRED, AND APPROVAL OF THE
REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED AND PROPERLY
PERMITTED OFFSITE LOCATION. CONTRACTOR SHALL PROVIDE TO ENGINEER PROOF
DIP
DUCTILE IRON PIPE
STA
STATION
STATE LAND QUALITY SECTION (919) (791-4200) HAS BEEN GRANTED,
OF PERMIT.
DWG
DRAWING
STD
STANDARD
TEMPORARY SEDIMENT CONTROL MEASURES MAY BE REMOVED. ANY AREAS
SWR
SEWER
DISTURBED BY THE REMOVAL OF THESE MEASURES SHALL BE RETURNED AS
16. REPLACE ALL EXISTING FENCES IMMEDIATELY AFTER CONSTRUCTION HAS CLEARED
E
CLOSELY AS POSSIBLE TO ORIGINAL CONDITION AND SEEDED, MULCHED, AND
THE FENCE UNE. TEMPORARY FENCES THAT PROVIDE EQUAL SECURITY SHALL BE
T
FERTILIZED.
ERECTED UNTIL THE EXISTING FENCE CAN BE RESET.
EIP
EXISTING IRON PIN
I6. UMITS OF CONSTRUCTION (LOC) TO BE EDGE OF EXISTING
17. CONTRACTOR TO SUBMIT TRAFnc CONTROL & SAFETY PLAN FOR APPROVAL PRIOR
ELEV OR EL
ELEVATION
TOE
TEMPORARY BENCH MARK
TEMPORARY/PERMANENT CONSTRUCTION EASEMENT (TCE/PCE), EDGE OF
TO SHUTTING DOWN ANY PORTION OF ANY ROADWAY.
EMH
ESMT
EXISTING MANHOLE
EASEMENT
TOE
TEMPORARY CONSTRUCTION
EASEMENT
PAVEMENT (EDP) OR SILT FENCE LINE (OPEN AREAS) AS INDICATED ON
18. THE CONTRACTOR SHALL ADHERE TO ALL CONDITIONS AND REQUIREMENTS OF ALL
EX
EXISTING
TO
TEMPORARY DIVERSION
INDIVIDUAL DRAWINGS.
PERMITS THAT HAVE BEEN OBTAINED AND ALL AVAILABLE LOCAL, STATE AND
FEDERAL REGULATIONS. SEE PROJECT MANUAL FOR SPECIFIC PERMIT
TEL
TELEPHONE
17. CONTRACTOR IS RESPONSIBLE FOR PROCURING WRITTEN PERMISSION TO USE
REQUIREMENTS.
F
TEMP
TEMPORARY
ANY ADDITIONAL AREAS REWIRED FOR CONSTRUCTING THE PROJECT THAT
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TYP
TYPICAL
ARE OUTSIDE THE EXISTING EASEMENTS AND RIGHT-OF-WAYS. CONTRACTOR 19. WHEN EXCAVATED MATERIALS ARE PLACED ON ROADWAY OR PARKING LOT
FES
FLARED END SECTION
SHALL BE RESPONSIBLE FOR REHABILITATING ANY ADDITIONAL AREAS
SURFACES, THE CONTRACTOR SHALL PLACE SAND OR STONE SCREENINGS
FFT
FIBER FILTRATION TUBE
U
UTILIZED DURING CONSTRUCTION TO EQUAL OR BETTER THAN EXISTING
UNDERNEATH THE EXCAVATED MATERIALS ON THE PAVEMENT.
FH
FIRE HYDRANT
CONDITION. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION CONTROL
20. CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING SITE ACCESSIBLE FOR
FM
FORCE MAIN
UG
UNDERGROUND
DEVICES IN ALL AREAS UTILIZED THE CONTRACTOR TO CONSTRUCT THE
EMERGENCY VEHICLES AT ALL TIMES.
FO
FIBER OPTIC CABLE
UGE
UNDERGROUND ELECTRIC
R STOCKPILING,
PROJECT INCLUDING STAGING, STORAGE,
FRPM
FIBERGLASS REINFORCED PLASTIC MORTAR
UGT
UNDERGROUND TELEPHONE
SHALL FOE
STOCKPILING AND OFFSITEONSDISPOSAL AREAS. CONTRACTOR SHALL FOLLOW
AS. C
ALL LOCAL REGULATIONS REGARDING THE WORK INCLUDING KEEPING MUD
21 CONTRACTOR SHALL LIMIT CONSTRUCTION TRAFFIC OVER ANY EXISTING PIPEDNES.
G
CAS
OR
GRADE
GV
CATE VALVE OR GAS VALVE
H
HORZ
HORIZONTAL
HW
HEADWALL
HWY
HIGHWAY
HID
HYDRANT
IN INCHES
INV INVERT
JT JOINT
LF
LINEAR FOOT
LOC
LIMITS OF CONSTRUCTION
LP
LIGHT POLE
M
MAX
MAXIMUM
ME
MAILBOX
MECH
MECHANICAL
MIN
MINIMUM
MISC
MISCELLANEOUS
MJ
MECHANICAL JOINT
MON
MONUMENT
N
N
NORTH
NCDENR
NORTH CAROUNA DEPARTMENT OF
ENVIRONMENTAL AND NATURAL
RESOURCES
NCDOT
NORTH CAROUNA DEPARTMENT
OF TRANSPORTATION
NO OR #
NUMBER
N-S
NORFOLK-SOUTHERN
NTS
NOT TO SCALE
UGTV UNDERGROUND CABLE TV
AND DIRT OFF OF PUBLIC ROADS AND PRIVATE ENTRANCES, AND
NO MATERIALS SHALL BE STOCKPILED OVER EXISTING PIPEDNES. CONTRACTOR
SHALL PROTECT EXISTING SEWERS IF CROSSING IS REQUIRED. SUBMIT CROSSING
REHABILITATING STAGING, STORAGE OR STOCKPILING AREAS TO EQUAL OR
PLAN FOR APPROVAL TO THE OWNER.
V
BETTER THAN EXISTING CONDITION. CONTRACTOR SHALL TAKE ALL
REASONABLE MEASURES TO PREVENT TRACKING MUD/SOIL ONTO ADJACENT
22. CONTRACTOR TO ACCESS PROJECT FROM ACCESS POINTS AS SHOWN ON THE
VERT VERTICAL
ROADWAYS. ANY MUD/SOIL TRACKED ON ROADWAYS SHALL BE CLEANED
DRAWINGS. CONTRACTOR MAY, AT HIS OPTION, OBTAIN ADDITIONAL ACCESS AND
DAILY. FOLLOWING COMPLETION OF CONSTRUCTION, RESTORE ALL
WORK AREAS FROM PRIVATE PROPERTY OWNERS AT NO ADDITIONAL COST TO THE
W
CONSTRUCTION SITE ACCESS AREAS TO A CONDITION EQUAL TO OR BETTER
OWNER. PROVIDED THE CONTRACTOR STRICTLY ADHERES TO ALL LAWS AND
REGULATIONS PERTAINING TO STREAMS, WETLANDS AND SEDIMENT AND EROSION
THAN ORIGINAL.
CONTROL.
W WATER
&WATER LINE
18. EROSION AND SEDIMENTATION CONTROL FACILITIES SHALL BE INSTALLED
23. CONTRACTOR SHALL NOT STOCKPILE ANY CONSTRUCTION MATERIALS WTHIN DUKE
WM WATER METER
PRIOR TO CLEARING OR PERFORMING EXCAVATION IN ANY AREA. EROSION
CONTROL FACILITIES SHALL BE MAINTAINED DURING WORK AND SHALL BE
ENERGY RIGHT-OF-WAY.
W/ NTH
REMOVED WHEN WORK IS COMPLETED AND ENGINEER AUTHORIZES REMOVAL.
WETLAND REQUIREMENTS:
W/0 WITHOUT
AS PER NCDEQ CONSTRUCTION GENERAL PERMIT NCG01, PERIMETER DIKES,
WV WATER VALVE
SWALES, DITCHES AND SLOPES, DISTURBED AREAS WITHIN HIGH WATER
QUALITY (HWQ) ZONES, AND SLOPES STEEPER THAN 3H:1V FOLLOWING
1. FOR PIPELINE INSTALLATION IN WETLANDS, MEASURES TO MINIMIZE IMPACTS
COMPLETION OF ANY PHASE OF GRADING, SHALL BE PLANTED OR
SHALL BE IMPLEMENTED. REMOVE THE TOP 12-INCHES OF EXCAVATED
OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER,
SOILS AND STOCKPILE. FOLLOWING TRENCH BACKFILL, REPLACE WITH
EROSION CONTROL NOTES:
DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION WITHIN 7
EXCAVATED STOCKPILE AND SEED ACCORDING TO THE SEEDING SCHEDULE.
CALENDAR DAYS. ALL OTHER SLOPES OF 3H:IV OR FLATTER, EXCEPT
CONTRACTOR WILL BE REWIRED TO SEED WETLANDS AREA WITHIN 14 DAYS
1. CONTRACTOR SHALL SIGN AND IMPLEMENT THE REQUIREMENTS OF THE
THOSE WITH SLOPES GREATER THAN 50 FEET IN LENGTH OR WITHIN HWO
OF COMPLETING DISTURBANCE.
STATE APPROVED EROSION CONTROL PLAN AND THE NORTH CAROUNA
ZONES, FOLLOWING COMPLETION OF ANY PHASE OF GRADING, SHALL BE
2 ANTI -SEEPAGE COLLARS SHALL BE PLACED AROUND THE PIPE ON EITHER
POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT FOR
PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT
SIDEOF THE WETLAND. INSTALLATION SHALL FOLLOW USAGE NATIONWIDE
STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY. THE
GROUND COVER, DEVICES,SIDE
OR STRUCTURES SUFFICIENT TO RESTRAIN
12 REQUIREMENTS.
CONTRACTOR SHALL NOTIFY THE STATE LAND QUALITY SECTION AT (919)
EROSION WITHIN 14 CALENDAR DAYS. CONTRACT DOCUMENTS SUPERSEDE
791-4200 TO SCHEDULE A PRE -CONSTRUCTION MEETING. ADDITIONALLY,
CHARLOTTE WATER (CW) DESIGN STANDARDS.
3. BANKS OF CREEKS SHALL BE STABILIZED WTH VEGETATIVE MATTING PER
THE CONTRACTOR SHALL NOTIFY THE STATE LAND QUALITY SECTION, AT
DETAIL 2/D4.
[phone], AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION
19. WHEN DEWATERING TRENCHES, TURBID WATER SHALL BE PUMPED THROUGH
ACTIVITIES.
FILTER BAG.
4.
4. NO NET FILL ADDED OR REMOVED FROM THE WETLANDS AREAS.
2. SOIL EXPLORATION WORK (IF APPLICABLE) IS INCLUDED IN THE CONTRACT
20. PROVIDEDGDITCHLINES
THAN OR OTHER
OTEMPORARY DITCH
FLOW W ERE DISTURSLOPEBED
5. SEDIMENT CONTROL MEASURES TO BORDER LIMITS OF DISTURBANCE, AS
DOCUMENTS AND IS SOLELY TO ASSIST BIDDERS IN ASSESSING THE NATURE
SHOWN. INSTALL FIBER FILTRATION TUBES AND SILT FENCE WHERE
AND EXTENT OF TESTING PROCEDURES REQUIRED TO MAKE THEIR OWN
21. INLET PROTECTION IS REQUIRED FOR ALL INLETS LOCATED IN THE WORKING AREA
INDICATED
DETERMINATION OF ACTUAL SUBSURFACE CONDITIONS THAT WILL BE
AND ADJACENT AREAS AND REQUIRED UNTIL THE SITE IS FULLY STABILZED.
ENCOUNTERED DURING THE COURSE OF THE WORK. NO REPRESENTATION IS
6. DRAINAGE DITCHES INDICATED AS WETLANDS SHALL BE RECONSTRUCTED TO
MADE OR WILL BE GIVEN BY THE ENGINEER CONCERNING ACTUAL
GENERAL NOTES:
THEIR ORIGINAL CONTOURS, SEEDED IN ACCORDANCE WITH SPECIHCATIONS
CONDITIONS THAT WILL BE ENCOUNTERED. ALL BIDDERS SHALL CONDUCT
AND STABILIZED WITH SURFACE EROSION CONTROL MATTING, STAPLED TO
ALL INVESTIGATIONS AND TESTING THEY DEEM NECESSARY TO ARRIVE AT
THE SURFACE. SOIL EROSION MEASURES WILL BE INSTALLED TO PREVENT
THEIR OWN CONCLUSIONS REGARDING SUCH CONDITIONS PRIOR TO
1. CONTACT CHARLOTTE WATER (CW) PROJECT MANAGER (WLLIAM DEAL) AND
SCOURING OF THE DITCH DURING CONSTRUCTION. SEE DETAIL 5/D3.
SUBMISSION OF THEIR BID. SOIL BORING PROFILE ELEVATIONS ARE
INSPECTOR BY PHONE OR IN PERSON A MINIMUM OF 40 BUSINESS HOURS PRIOR
APPROXIMATE.
TO BEGINNING LAND DISTURBING ACTIVITY. CHARLOTTE WATER TEL. NO. IS
7, ANY DEWATERING WILL BE DISCHARGED EITHER INTO A SEDIMENTATION
704-399-2221.
DEVICE OR A SILT BAG PRIOR TO DISCHARGE IN TO THE WETLANDS AREA.
3. ONCE ALL PERIMETER EROSION CONTROL MEASURES HAVE BEEN INSTALLED,
SEE DETAIL 0227038.
THE SITE SHALL BE CLEARED AND GRUBBED, AS REQUIRED, WITHIN THE
2 ALL WORK SHALL COMPLY WITH CONTRACT DOCUMENTS AS DESCRIBED IN
LIMITS OF DISTURBANCE (LOD) AS SHOWN ON THE CONTRACT DRAWINGS.
THE PROJECT MANUAL. CONTRACT DOCUMENTS SUPERCEDE CW
STANDARDS.
B. SEE TECHNICAL SPECIFICATIONS SECTION 02910 FIX2 ADDITIONAL WETLANDS
ADDITIONAL SILT FENCE AND SILT FENCE STONE OUTLETS MAY BE REQUIRED
REQUIREMENTS.
BASED ON FIELD CONDITIONS AS DIRECTED BY ENGINEER.
3. CONTACT THE LOCAL PUBLIC UTILITIES LOCATING SERVICE TO LOCATE
UTILITIES IN THE AREA BEFORE ANY EXCAVATION. ALL EXISTING UTILITIES
9. THE CONTRACTOR SHALL CHECK WEATHER FORECAST AND CONFIRM NO
4. ONCE CLEARING AND GRUBBING IS COMPLETE, PIPELINE ACTIVITIES MAY
MAY NOT BE SHOWN ON THE DRAVnNGS. CONTRACTOR IS RESPONSIBLE
PRECIPITATION FOR A MINIMUM OF THREE (3) DAYS PRIOR TO OR AFTER
BEGIN. ANY TOPSOIL STRIPPED SHALL BE STOCKPILED ONSI TE IN LOCATION
FOR LOCATING AND PROTECTING EXISTING UTILITIES, WHETHER SHOWN OR
WETLAND CROSSINGS.
DESIGNATED BY THE OWNER OR ENGINEER. THE STOCKPILE SHALL HAVE A
NOT, AND REPAIRING ALL DAMAGE TO UTILITIES AT HIS OWN EXPENSE.
PERIMETER SILT FENCE INSTALLED AS DIRECTED THE ENGINEER AND
CONTACT NO ONE CALL AT 811 OR 800-632-4949.
10. THE CONTRACTOR SHALL STABILIZE THE DISTURBED AREAS ADJACENT TO
URES. THE EROSION
SHALL BE SEEDED WTH TEMPORARY SEEDING MEASURES.
WETLANDS AND WATERS OF THE STATE IMMEDIATELY FOLLOWING
CONTROL AND SEEDING MEASURES FOR THE STOCKPILE AREA SHALL BE
q THE TOPOGRAPHIC MAPS WERE PREPARED FROM GROUND SURVEY AND
INSTALLATION.
MAINTAINED FOR THE DURATION OF CONSTRUCTION ACTIVITIES.
AERIAL MAPPING SURVEY -CONTOUR INTERVAL OF 1 FOOT. GRID SYSTEM
5. EARTHWORK EXCAVATION AND FILL OPERATIONS CAN BEGIN ONCE TOPSOIL
AND COORDINATES ARE NO STATE PLANE COORDINATE SYSTEM (1983
HAS BEEN REMOVED AND STOCKPILED.
DATUM).
6. ALL EXCESS SOILS RESULTING FROM EARTHWORK OPERATIONS NECESSARY
5. DISTURBANCE SHALL BE UMITED TO THE PERMANENT AND TEMPORARY
FOR INSTALLATION OF PIPES SHALL BE STOCKPILED ONSITE OR REMOVED
CONSTRUCTION EASEMENT AREAS FOR WHICH ENCROACHMENT AGREEMENTS
FROM SITE BY CONTRACTOR. ANY SOILS TAKEN OFFSITE BECOME THE
HAVE BEEN OBTAINED. CONTRACTOR SHALL REMOVE ALL TREES VATHIN
CONTRACTOR'S RESPONSIBILITY, AND SHALL BE STOCKPILED AT LOCATIONS
THE LIMITS OF THE PERMANENT CONSTRUCTION EASEMENT, EXCEPT WHERE
WITH ALL REWIRED STATE AND LOCAL REGULATIONS AND PERMITS.
TREE PROTECTION IS SHOWN ON THE DRAWINGS.
6. ALL AREAS Vn TH OPEN EXCAVATIONS, OPEN VAULTS OR MANHOLES, OR
EQUIPMENT SHALL BE FENCED Vn TH TEMPORARY SAFETY FENCING AT LEAST
4 FEET HIGH AT END OF EACH WORK DAY.
LEGEND
PROPOSED AIR RELEASE VAULT
EXISTING CE SAN. SOUR.
PROPOSED (L FORCEMAIN & GRAVITY SEWER -
EXISTING SAN SWR. MANHOLE
0
PROPOSED SAN SWR MANHOLE
•
EXISTING WATER MAIN
EXIST K
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
WATER METER
a
UNDERGROUND TELEPHONE
UGT
OVERHEAD TELEPHONE
OHT
UNDERGROUND CABLE TV
u0rV
OVERHEAD CABLE TV
OH TV
UNDERGROUND FIBER OPTIC
FOG
UNDERGROUND ELECTRIC
UGE
OVERHEAD ELECTRIC
OHE
UTILITY POLE/GUY WIRE
TOWER LINE
EXISTING GAS MAIN
EXIST ?' GAS
GAS VALVE
rGV
GAS TEST WELL
:GTE
EXISTING WATER OR SEWER R/W
__1205T-13
PERMANENT EASEMENT
-SeE-
PERMANENi ACCESS EASEMENT
-=^F
PROPOSED TCE/LOC
LOC_
ROAD/SFREET R/W
R�--
PROPERTY LINE
-�-
EDGE OF PAVEMENT
---------
GROUND PROFILE
V�
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•�
MARSH
-
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-
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TOR
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oo . .
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WOODSLINE
TREE
0
BUILDING
-
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STREET SIGN ( LABEL TYPE)
STORM DRAIN /CATCH BASIN
SEDIMENT FENCE (SILT FENCE) STD. 6.62
�
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TEMPORARY STREAM CROSSING STD. E.C. I -
STONE FILLED BURLAP BAGS STD. E.C. 2
O
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ROLLED EROSION CONTROL MATTING STD. 6.17 -
TREE PROTECTION BARRIER FENCE
V- ♦ --V
FIBER FILTRATION TUBES (FFT)
TEMPORARY CONSTRUCTION EASEMENT
- -
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-
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o I � _ _ _ INV IN. 604.47 INV /N: 588.09
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lNv=616.84 PROP 180 LF
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II 2 A PI:051-032-08 SEE NOTE 5
IHWY29L L II UTTER, I DB:22913 PG:241
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11310 N. TRYON ST.
PI:029-052-15 SEDIMENT CONTROL, TYP
DB:28993 PG:707 SIDEWALK, SEE DETAIL 0227002 PLAN
11430 N. TRYON ST. SEE NOTE 6
3
8+00
GRATE: 607.79
INV IN, 592.16
INV OUT. 592.04 EX CD
�7GRAT598.74
INV /N: 594.26
9+00
NOTES:
1. CONTRACTOR SHALL CONTACT THE CITY OF CHARLOTTE
AT 704-336-4025 TO SECU RE A STREET CUT PERMIT
PRIORTO PERFORMING THE CURB -CUT FOR
TEMPORARY CONSTRUCTION ENTRANCE #1 OFF OF
PAVILION BLVD.
2. 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 - 600 AM) OR ON THE WEEKEND (FRIDAY
8:00 PM - MONDAY 6:00 AM), PER TH E NCDOT
ENCROACHMENT AGREEMENT.
3. CONTRACTOR SHALL FILL ANNULAR SPACE BETWEEN
CARRIER PIPE AND CASING PIPE AND WITH GROUT AND
CONSTRUCT A 81NCH WATERTIGHT MASONRY
BULKHEAD AT EACH END OF THE CASING.
4. CONTRACTOR SHALL DOUBLE WRAP THE 24" DIP RCW
PIPELINE AND TEE WITH POLYETHYLENE ENCASEMENT
(POLYWRAP) BETWEEN TIE-IN LOCATION AND STEEL
CASING.
5. CO NTRACTOR SHALL ONLY CLOSE ONE DRIVEWAY AT
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.
6. SIDEWALK REMOVAL AND REPLACEMENT FOR
CONSTRUCTION ACTIVITIES SHALL BE LIMITED TO EG ON
EITHER ADE 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.
STAI RS SHALL NOT BE REMOVED.
7. CURB AND GUTTER REMOVAL AND REPLACEMENT
SHALL BE LIMITED TO EG 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.
STA
SEPARATION
PARAMETER
HORIZONTAL FT
VERTICAL (FT)
I REQUIRED
I ACTUAL
REQUIRED
ACTUAL
0+40
1 16" WL
1 10.0
1 0.0
1 1.5
3.5
FINAL EARTH GRADE
1 3.0
1 4.0
PROP 24"X24"X24" TEE
(SEE NOTE 4)
PROP 24" DIP
1 0+00 (SEE NOTE 4)
Ex 24" DIP REUSE
WATER LINE
PROP MECHANICAL
PIPE RESTRAINT, TYP
PROP 24" 90' BEND
(SEE NOTE 4)
PROP 24"
90' BEND
(SEE NOTE 4)
TIE-IN DETAIL
N TS
X SSMH
RIM: 584.60
lNV lN: 574.52
IN OUT: 574.52
_ PROP FIBER FILTRATION
- - - E TUBE, TYP
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PAV/L/ON BLVD \ s
CASPHALT)
STA. 8+36.67
16" 11.25' BEND
PP- O II [e-mail]9b
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16" 45' VERT BEN
STA. 9+43.55
PROP ANTI -SEEP COLLAR
Q 200 PAVILION, LLC
PI:051-032-07
Z
DB:30679 PG:745
200 PAVILLION BLVD.
No. Date
Hazen
�1e1`
HAZEN AND SAWYER
1� M 9301 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
\ CHARLOTTE
//
\�• WETLAND W1 y y T E R
J V��
(? � 32270-01fi
\ ti Job No. File No. MALLARD CREEK WRF REUSE LINE
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As Built Date
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Revision Surveyed By Designed By Drawn By Project-Engr Approvetl By Oate
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10+00 11+00 12+00 13+00 14+00
EX SSMH I I j EX 36" RCP SS l / /
RIM: 584.00 I PROP FIBER FILTRATION TUBE, TYP
INV IN: 567.57 I I SEE DETAIL 0227059
INV IN: 569.90
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- - - P O -SEEP COLLAR (AS
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pp I SEE DETAIL 0227019 zso.
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SEE DETAIL 1/D5 ® fQsfM,
5B6 V'
•590 STA. 12 951+ 951+ B ° `� PERMANENT
PROP 16" 45' VERT BEND - EASEMENT
STA. 12+30.09
PROP 16' 22.5' AND 11.25 °
y PP COMBO BEND
n- I
PP C PROP 16" �
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OC If
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I
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t• WETLAND W1 \ \ MECKLENBURG COUNTY o
"fX SS H PI:051-032-06 I
• 'RIM. 580.94 o\ DB:9893 PG:118 I PROP STABILIZED
INV IN: 567.83 '�\ OUTLET FOR SILT
y INV OUT:.567.83 w \ I FENCE, TYP
a ; STA. 11 +43.60
s\ y SEE DETAIL 0227024
o \ PROP IC 45' VERT BEND Id 61
Z 580-— STA. 11 + 63 59 MAT
oPROP 116" 11.25' BEND p� \ PROP 16" 45' VERT BEND cal CyuNF.
\EXIST 25'
EASEMENT \ \ I I
COMMUNITY FLOODPLA/N �o
/ 2 \\ EXIST FEMA \
REGAL CINEMAS, INC. 100YR FLOODPLA/N
200 PAVILLION, LLC
PI:051-032-07
PI:051-032-09
PLAN
DB:30679 PG:745
DB:19080 PG:813
200 PAVILION BLVD.
11240 N. TRYON ST.
100YR FLOOD
15+00 16+00
DDOE'll E'
VERT: I "=4'
SEE SHEET 15 FOR
ACCESS PLAN
RG\ O4
�V i
EX TRANSMISSION TOWER Fp
PROP 16" -
R£US£ LINE
17+00 18+00
A
PAVILION PARTNERS
c/o PACE ENTERTAINMENT CORP
�a PI:051-032-33
30' DB:8391 PG:224
PERMANENT JJ PAVILION BLVD.
EASEMENT
PROP 1166"
REUSE LINE
PROP SILT FENCE, TYP
SEE DETAIL 0227000
30' PERMANENT
ACCESS EASEMENT
's
STA. 15+18.80
PROP 16" 90' BEND
O
1�
PAVILION PARTNERS
c/o PACE ENTERTAINMENT CORP 7-
PI:051-032-33 `----
V DB:8391 PG:224 \
144 PAVILION BLVD.
19+00 20+00
PROP STABILIZED
OUTLET FOR SILT
FENCE, TYP
SEE DETAIL 0227024
STA
SEPARATION
PARAMETER
HORIZONTAL(FT)
VERTICAL FT
I REQUIRED
I ACTUAL
REQUIRED
I ACTUAL
11+22
1 36" SS
1 10.0
1 0.0
1.5
2.5
FINAL EARTH GRADE
3.0
4.0
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� —
a HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
S / Z CHARLOTTE, NORTH CAROLINA 28273
PROP 16" 45' BEND LICENSE NO.: C-0381
580
__o CHARLOTTE
MALLARD CREEK
W T E R
MgTCH/RIM:
582.6f
2NF /
\ NV lN: 565.22
-- NL 0573.23 -
PROP IC
REUSE LINE
\
_ _ - s � s - - -
EX 36" PSS
MECKLENBURG COUNTY
REGAL CINEMAS, INC.
PI:051-032-09
PI:051-032-06
DB:19080 PG:813
DB:9893 PG:118
11240 N. TRYON ST.
_
< MARTIN MARIETTA
25'
S8p 575
PI:051-032-04
32270-016
ENT
j""
DB:7667 PG:632
-q
11208 N. TRYON ST.
MALLARD CREEK WRF REUSE LINE
Job No. File No.
s
REeS
�S
PLAN s
PROFILE
Har.
meB - +Q
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1- - +1
STA 10+00 TO STA 20+00
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Dote
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1 =40
S&MC
JOG
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5
No.
Date
By
Revision
Surveyed By
Designed By
Drawn By
Project-Engr
Approved By
Date
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PP(1P11 F
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DB:7667 PG:632 yyo CHURCH RD. ems; O
0.08 (OFF)/STONE QUARRY ROAD v
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x
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i
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s
Q
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t PROP SILT FENCE, TYP
o
5so, FOR SILT FENCE, TYP
31+00
SEE DETAIL 0227000
p
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30 00
STA 3 +1 56.40
5l5 �...�'
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PI:051-033-02
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RIM. 583.83
INV IN. 562.45
a�
DB:27139 PG:639
/
0 MORNINGSTAR PLACE DR.
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PLAN
No. Date By
Revision
STA SEPARATION HORIZONTAL FT VERTICAL FT
PARAMETER I REQUIRED I ACTUAL REQUIRED ACTUAL
FINAL EARTH GRADE 3.0 4.0
Hazen
HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
CHARLOTTE
W TER
32270-016
Jon No. File No. MALLARD CREEK WRF REUSE LINE
PLAN
s"IeB 1. - "0 EXTENSION TO UNCC
PROFILE 1, - �,
H or.
Vert. - . STA 30+00 TO STA 40+00
As Built Date
Shee
S&MC JOG GWF JNS 7
Surveyed By Designed By Drawn By Project-Engr Approved By Date
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HORZ: 1°=40' MARTIN MARIETTA
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1-01
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HORZ: 1"=40' COMMUNITY FLOODPLAIN
MARTIN MARIETTA VERT: 1"=4'
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STA SEPARATION TAL) HORIZONFT) VERTICAL)FT)
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FINAL EARTH GRADE 3.0 4.0
PI:051-041-01 / _ _ �� , , 100YR FLOODPLAIN I
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MECKLENBURG COUNTY
PI:049-382-03
DB:5944 PG:05
E. MALLARD CREEK CHURCH RD.
III ENTRANCE/EXIT, TYP c MIA I III IIC v If I= III I Al
SEE DETAIL 0257701 "=40'
NOTES:
1. PRIOR TO INSTALLATION OF THE PROP 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
THECASINGPIPE. 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 8INCH WATERTIGHT 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.
STA
SEPARATION
PARAMETER
HORIZONTAL (FT)
VERTICAL (FT)
REQUIRED
I ACTUAL
REQUIRED
ACTUAL
93+30
36" SS
10.0
0.0
1.5
7.0
95+25
24" WL
10.0
0.0
1.5
11.5
96+70
12" WL
10.0
0.0
1.5
6.0
FINAL EARTH GRADE
3.0
4.0
I
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EXIST GRADE
IOOYR FLOOD
PROP W
REUSE LINE
100+00 101+00 102+00 103+00 104+00
PROFILE
HORZ: 1"=40'
VERT: 1"=4'
PROP SILT FENCE, TYP F
SEE DETAIL 0227000
iron it
PROP STABILIZED OUTLET FOR
SILT FENCE, TYP
SEE DETAIL 0227024
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BEDROCK HOLDINGS II LLC
(CHARLOTTE)
PI:049-352-01
DB:29505 PG:814
E MALLARD CREEK CHURCH RD.
PROP IC REUSE LINE
1 "= 40'
105+00
UNIVERSITY OF NORTH CAROLINA
` AT CHARLOTTE
PI:049-311-02A
DB:2475 PG 587
\ N. TRYON ST.
\ WETLAND W7
4e
PERMANENT j
EASEMENT �P-
\
`STA. 1162 .37
5' —
PROP 16" 2.5' BEND
STA. 104+53.65
PROP 16" BFV W/ BLIND FLANGE
1 11
MECKLENBURG COUNTY
PI:049-352-03
DB:5944 PG:05
E. MALLARD CREEK CHURCH RD.
STA SEPARATION HORIZONTAL (FT) VERTICAL (FT)
PARAMETER I REQUIRED I ACTUAL I REQUIRED I ACTUAL
FINAL EARTH GRADE 1 3.0 1 4.0
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STA. 92+59.27
90' BEND
PROP IC
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CONC— — — — — — — — —
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O
METAL CHAIN LINK GATE -
0
WATER SERVICE —
(APPRox LOCATION)
LOC
\ IM I Gq ENTRANCE
PRV YP REM CK O
GATE OPE E v Q W a I ET L POST STA. 3+60.35
o V 45' BEND
I
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ASPHALT
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I I
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EASEMENT
1"=20'
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CK FLOW PREVENTER ENCLOSURE,
IEET 149 FOR DETAILS
5+00 6+00 6+50
- COMMUNITY FLOODPLAIN EXIST F 100YR FLOLOODPLA/N E. MALLgIpp
\ \ CHURCH RD CREEK
EX Z9 SR#3394
A DRAIL. 9 a STA. 5+88.46 Y'451°HALT) /
24"X10" TAPPING SLEEVE
AND VALVE
800
s9s E� L 1 i bj0 10 BACK FLOW PREVENTER ENCLOSURE,
\STA. 5+55.22 SEE SHEET 149 FOR DETAILS
OC
sB012"X10" REDUCER
OC ' B
4+00 \ o In
• __ j' STA. 5+59.03
a 60 MANHOLE W/
10" GATE VALVE AND AIR —GAP
LOC I SEE DETAIL 5/D4
STA. 4+96.67
PROP 12" 22.5 VERT BEND II I Hazen
WAT£RUNE
STA. 5+48.20
10 90' BEND ROTATED HAZEN AND SAWYER
9101 SOUTHERN PINE BLVD, SUITE 250
MECKLENBURG COUNTY I CHARLOTTE, NORTH CAROLINA 28273
L
W0005 PI:051-021-09 ICENSE NO.: C-0381
D13:5636 PG:544 I
201 E MALLARD CREEK CHARLOTTE
CHURCH FIE w T E R
(KIRK FARM FIELDS
COMMUNITY PARK)
PROP SILT FENCE, TYP
SEE DETAIL 0227000
32270-016
.lab No. File No. MALLARD CREEK WRF REUSE LINE
Saales EXTENSION TO UNCC
PROP ST 48FENCE, YP EE, OUTLET
I PLAN
FORPROFILE
S££ DETAIL 0227024 PROF LEHar. 1 = 44
Vert 1. _ . POTABLE WATER CONNECTION
As Built Date
Sheet Of
S&MC JOG JNS 14A 26
No. Date By Revi Surveyed By Designed By Bra
— By Project-Engr Approved By Date

10"PW
10"PW
10" REDUCED
PRESSURE ZONE
BFP ASSEMBLY
SEE NOTE 2
10"PW
ENCLOSURE PAD
INSULATED ENCLOSURE
(NOT SHOWN)
10" PIN
10" GV
10" BLIND FLANGE, SEE NOTE 1
12"X 10" REDUCER
12"
16")
TEE
im
EXISTING 24" PIN
24"X10" TAPPING SLEEVE
10" GV
I 30" RING AND COVER
I I
I I
I I
I I
I I
I I
I loll GV
10" BLIND FLANGE, TYP
SEE NOTE 1
12"X10" REDUCER
2' BFV
I I
I I
I I
I I
I I
I I
I I
I I
I I
16" RCW 12 PINY I
L-------------- J
16"x16"X12 DIP TEE
PLAN
Z
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12" 90' BEND
30' TYPE D MANHOLE FRAME AND
30" TYPE 4 OR 5 MANHOLE COVER
IN ACCORDANCE WITH
NOTES:
1. MANHOLE TO CONFORM WIN ASTM C478 EXCEPT
AS MODIFIED BELOW.
1. MANHOLE BASE TO BE REINFORCED MIN A MWIMUM
AREA OF 0.20 SO M, PER LINEAR FOOT EACH WAY
WALL REINFORCNG TO BE MINIMUM OF 0.12 SO. IN.
PER LINEAR FOOT. EITHER TONGUE OR GROOVE
SHALL HAVE REINFORCING EQUAL IN AREA TO
MINIMUM OF WALL SfCON.
J ALL JOINTS SHALL CONFORM WIN ASTM C44J.
4. STEPS TO BE PLASI/C PER CITY STANDARDS.
5. ALL PIPE OPENINGS TO BE NO GREATER THAN J"
LARGER THAN OUTSIDE DIAMETER OF PIPE AND
ADDITIONALLY REINFORCED WI IN A MINIMUM OF
0.20 SO. IN. OF STEEL AT 90 DE6REfS.(ADDIRNNAL
REINFORCING NOT RfOUIRED FOR CORED OPENINGS)
6. ALL SURFACES SHALL BE SMOOTH EVEN TEXTURED
IWIH A MINIMUM OF HDNEYCOI0. FINS AND OTHER
IMPERFECONS.
7. PENETRATING LIFONG HOLES SHALL BE PLUGGED
WIN EXPANSION GROUT.
8. INVERTS MAY BE MOO PS READY W CONCRETE
IN LIEU OF BRICK. PRECAST INVERTS ARE ACCEPTABLE.
9. STEPS IN 6' DIAMETER MANHOLES TO BE OVER WIDEST
SHELF.
10. 5' COVE SECTONS MAYBE USED IWIH LARGER MANHOLES
Wt IH A 6'-4" TRANSITION SfCDON PLACED DIRECRY
BENEA IN IHf CONE.
11. ALL MANHOLE SECTIONS SHALL BE DESIGNED FOR
H-20 LOADING.
12
MINIMUM HEIGHT FOR CONCENTRIC CONES ON MANHOLES
WIN BOLT DOWN F&C /S 31".
PRECAST MANHOLE
DE„AIL t
rs 1�
I
10" DIP 90 BEND, TYP
I
I
I
I
I
I
I
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ELEV: 609.50
— 6' PRECAST MANHOLE,
SEE DETAIL 1/14B
PIPE SUPPORT,
SEE DETAIL 2/14B
SECTION A
1'.. = 1.-0.. 14B
PIPE OR VALVE BODY
INSULATED ENCLOSURE (NOT SHOWN)
10" REDUCED PRESSURE
ZONE BFP ASSEMBLY
___ SEE NOTE 2
I
I
I
I
I
I
I
I
I
I
I
ELEV: 610.00
1/4" MIN NEOPRENE MIN
PAD, DUROMETER 40 TO w
50 MATERIAL HARDN � 3
q5 DOWELS 0 12" li
MAX, EF, SEE >
NOTE
REQUIRED
COVER +
1" MRXt
loll PIN
—10"GV
— 24"X10" TAPPING
SLEEVE
— EXISTING 24" PIN
ELEV: 598.65
DOWEL ADHESIVE
NOTES:
1. DOWELS MAY BE CAST IN WITH 90' HOOK OR ANCHORED WITH DOWEL ADHESIVE AT
CONTRACTORS OPTION. WHERE FLOOR IS 8" THICK OR LESS, USE y4 DOWELS
EMBEDDED TO WITHIN 2" OF BOTTOM OF FLOOR SLAB.
2. PER SHALL BE MINIMUM 12" THICK EACH WAY HORIZONTALLY, AND SHALL BE
SQUARE UNDER LARGE VALVE BODIES SUCH AS CHECK VALVES
PIPE SUPPORT
DE„AIL z
1s tw
NOTES:
1. CONTRACTOR TO PROVIDE ROMAC DJ405 DISMANTLING
JOINT, OR EQUAL, FOR CHARLOTTE WATER USE
COMPLETING CONNECTION TO POTABLE WATER SYSTEM.
2. BA BELOW PREVENTER SHALL BE 10" FEBCO LF 860 RP
OSY BY WATTS, OR APPROVED EQUAL.
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TEMPOP4RY CONSTRUCTION
PROP STAB/L/ZED OUTLET
FOR SILT FENCE TYP
ACCESS 4 - PLAN
1"=40'
ACCESS 6 - PLAN
1"=40'
3
1AVILION PARTNERS
-E ENTERTAINMENT CORP
PI:051-032-33
DB:8391 PG224 r+�
PAVILION BLVD. F
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 EASEMENTTO LEVEL GRADESAND PROVIDE
PERMANENT SEEDING FOR FUTURE USE BY CHARLOTTE
WATER.
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TEMPORARY CONSTRUCT/ON
PROP SILT FENCE, TYP -
SEE DETAIL 0227000
PROP STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL 0227024
10
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
1OOYR FLOODPLAIN
E. MALLARD CREEK -=
CHURCH RD SR #5394
(ASPHALT)
___Oro
—`Fa
e o— - -— -q� e - -oE
I II
ACCESS ROUTES 7 AND 8 - PLAN
1 \\
NCDOT MITIGATION
WETLAND SITE
STA. 94+76.38
r PROP 16' 90' BEND
30' PERMANENT
ACCESS EASEMENT ✓ '
— — — — — ' ' A
STATE OF NORTH CAROLINA
/ PI:051-021-03A
LOC DB:4521 PG:695
7-71
PROPOSED PERMANENT
DRIVEWAY, CURB AND
GUTTER CUT -IN,
III SEE NCDOT DETAILS
848.02 AND 846.01
EXIST FEMA
10OYR FLOODPLAIN
COMMUNITY FLOODPLAIN
NOTES:
1. KIRK FARM FIELDS COMMUNITY PARKTO BE CLOSEDTO
PUBLIC ACCESS FOR DURATION OFCONSFRUCFION
ACTIVITIES WITHIN PARK PROPERTY LIMITS. CONTRACTOR
SHALL NOTIFY MECKLENBURG COUNTYA MINIMUM OF 30
DAYS PRIOR TO THE COMMENCMENT OF CONSTRUCTION
ACTIVITIES WITHIN PARK.
2. PARK CLOSURE SHALL NOT EXCEED A DURATION OF
MONTHS, AND CONTRACTOR SHALL FULLY RESTORE AREAS
OF THE PARK DISTURBED BY CONSTRUCTION ACTIVITIES TO A
CONDITION EQUALTO OR BETTER THAN PRECONSTRUCTIO N
CONDITIONS. THIS INCLUDES THE REMOVALOFALL
EQUIPMENT, MATERIALS, AND OTHER CONSTRUCTION
RELATED ITEMS PRIORTO REOPENING PARKACCESS.
3. CONTRACTORWILL BE RESPONSIBLE FOR PROVIDING
SIGNAGE AND BARRICADES TO ALERT PUBLIC OF CLOSURES
AND PREVENT UNATH ORIZED ACCESS TO WORK AREAS.
CONTRACTOR SHALL COORDINATE LOCATIONS OF PARK
CLOSURE SIGNAGE AND BARRICADES WITH MECKLENBURG
COUNTY.
4. AT THE CONCLUSION OF CONSTRUCTION ACTIVITIES,
CONTRACTOR SHALL PROVIDE A FULL DEPTH REPLACEMENT
OF EXISTING ASPHALT PARKING AREA OF THE KIRK FARM
FIELDS COMMUNITY PARK TO ORIGINAL LINES AND GRADES,
AS PER TYPICAL PAVEMENT SECTION DETAIL2/D2. PAVEMENT
STRIPING AND MARKINGS SHALL BE PROVIDED IN
ACCORDANCE WITH NCDOT PAVEMENT MARKING
STANDARDS TO MATCH PRECONSTRUCTION CONDITION.
5. 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.
COMMUNITY FLOODPLAIN -
y�
EXIST FEMA
IOOYR FLOODPLAIN
STATE OF NORTH CAROLINA
/ \\
PI:051-021-03A PROP 16" DB:4521 PG:695 �� REUSE LINE x
68' DUKE ENERGY-
Y EASEMENT TEMPORARY CONSTRUCT/ON
POND z III EE
.� SEDETA L0257701
�KIT, TYP
� X
MARTIN MARIETTA \ / / O II WETLAND W4
MATERIALS, INC.
B:7667 P 1-01 /
/ F E. MA 7 RD CR
575 E. MALLARD CREEK 68' DUKE ENERGY
�\ CHURCH RD. / EASEMENT lhgiil u °°
\ \ F ASPHALTRQ4D
MARTIN1MARIETTA / / L Hazen
MATERIALS, INC.
PI:051-021-06 HAZEN AND SAWYER
DB:7667 PG:632 / 9301 SOUTHERN PINE BLVD, SUITE 250
25' PERMANENT \J� CHARLOTTE, NORTH CAROLINA 28273
\ ACCESS EASEMENT ® L LICENSE NO.: C-0381
\ CHARLOTTE
ACCESS 5 -PLAN W TER
1"=200' 32270-016
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10
M ECKLEN BU RG COUNTY
PI:051-021-09
ME:- PG:-
DB:5636 PG:544
201 E MALLARD CREEK CHURCH RD.
(KIRK FARM FIELDS COMMUNITY PARK)
PARK)
` NCDOTMITIGATION Q
WETLAND SITE /,' ' r
STATE OF NORTH CAROLINA MA --- -
�7 B:0521 PG:03 �� EXIST FEMA--------___
DB:4521 PG:695 E100YR FLOODPLA/N
TEMPORARY CONSTRUCTION ��
ENTRANCE/EXIT, TYP
30' PERMANENT SEE DETAIL 0257701 COMMUNITY FLOO- IN
ACCESS EASEMENT PROP SILT FENCE, TYP F
SEE DETAIL 02270/00
/
EX GUARDRAIL J 8 _ POSJtD SP t1D Ll fT = 45MPF/
PROPOSED PERMANENT
DRIVEWAY, CURB AND —
GUTTER CUT —IN, MEDIAN _
SEE NCDOT DETAILS lb
848.02 AND 846.01 — — — — —
E. MALLARD CREEK
CHURCH RD SR #5394
(ASPHALT)
PERMANENT ACCESS 8 - PLAN
1"=40'
0+00 1+00 2+00 3+00 4+00 5+00 6+O
PERMANENT ACCESS 8 - PROFILE
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TEMPORARY CONSTRUCTION
ENTRANCE/ENT, TYP
SEE DETAIL 0257701
PERMANENT ACCESS 6 - PLAN
1"=40'
EXIST GRADE
Zg
JAMES FROSSTALEXANDER
PI:051-021-02
DB:UNK PG:UNK
10400 N. TRYON ST
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00
PERMANENT ACCESS 6 - PROFILE
HORZ: 1 °=40'
VERT: 1"=4' No. Date By Re
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COMPACTED BACPHLL
\\
\ COMPACTED BAIXFILL
AWG #12 GAUGE SOLID
COPPER TRACER WIRE
WITH 30MAL GREEN
AWG #12 GAUGE SOLID
COPPER TRACER WIRE
WITH 30MAL GREEN
HOPE INSULATION.
INSTALL DIRECTLY
OVER PIPE.
4CT
HOPE INSULATION.
INSTALL DIRECTLY
OVER PIPE.
COMPACTED CRUSHED STONE
118 PIPE O.D. BELOW PIPE
CRUSHED STONE 1/3
PIPE O.D. BELOW PIPE
(MIN. 6") TO TOP OF PIPE.
COMPACTION 90%STANDARD
(MIN. 6") AND UP TO
PROCTOR
118 PIPE OD.
TYPE 3 DIP TRENCH
0222101
NCDOT CLASS B STONE
(5 TO 15 INCH DIA)
�.I x
o <
ry f
FLOW
FOR LARGER CHANNELS USE NCDOT CLASS 1 RIP -RAP
FACED WITH # 57 WASHED STONE.
STONE CHECK DAM
0227003
EXISTING STREAM
BOTTOM ELEVATION
(Y1)
TOP OF BANK —
ELEVATION (Y2)
5H: 1V SIDE SLOPES
(STABILIZE W/ GRASS
AND STRAW NETTING
EXISTING GRADE —
ARTICULATED CONCRETE
BLOCK (SEE NOTE 2)
6" STREAMBED MATERIAL
(SBM) SEE SPEC 02559)
CLASS 2 STONE
ARTICULATED CONCRETE
BLOCK (SEE NOTE 2)
6" STREAMBED MATERIAL
(SBM) SEE SPEC 02559)
Im
TYPE 5 DIP TRENCH
(IN ROCK OR WHERE SHOWN ON DWGS)
0222102
TRENCH EXCAVATION LIMITS
INTERNAL
DIAMETER
OF PIPE
W
WIDTH OF TRENCH
MAX W=MIN
8"-10"
3'-9"
2'-2"
12"
T-9"
O.D.+2'
14"-16"
4'-2"
O.D.+2'
18"
4'-4"
O.D.+2'
20" 21"
4'-8"
O.D.+2'
24"
4'-11"
O.D.+2'
21"
5'-9"
O.D.+2'
30"
6'-7"
O.D.+2'
36"
T-4"
O.D.+2'
42"
8CI..
O.D.+2'
48"
8'-9"
O.D.+2'
54"
9'-4"
O.D.+2'
60"
9'-10"
O.D.+2'
72"
llb"
O.D.+2'
78"
11'-8"
O.D.+2'
14"
12'-0"
O.D.+2'
I'll
12'-6"
O.D.+2'
16"
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+B'
>8-10'
S=W+12'
>10-12'
S=4V+16'
>12-14'
SEE.
>14-16'
S=4V+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
FENCING FABRIC ORANGE MIRASAFE
4.2"
METAL"T"POST
jOR WOODEN 2X4
O O O
EXISTING O O O
GRADE
10' MAX SPACING TC MIRAFI MIRASAFE OR AN APPROVED EQUAL. STAPLE TO
POST -TO -POST VERTICAL 2X4 OR TIE TO METAL "T" POSTS.
8"-12" ORDINARY
HIGH WATER
MARK
TYPE II
GEOTEXTILE
SEPARATOR
SECTION MEW
8"
-12" ORDINARY HIGH
WATER MARK
2 BILK MIN. 12'-0'. 2 ELK MIN.
- 6"
SECTION 'A" TYPE II
GEOTEXTILE
SEPARATOR
SAFETY FENCE
0227033
z Ill
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M s oC%
- - IRIILLA xFQun vaouc,`FR mu
uBM1r sITOv
2— BILK
MMINRS MIN. INFORMATION DRAw1NO INFORMATION FOR FNCINEERENEW AND APP-V.1.
I I
F WORD
4000 PSI GROUT OR A-F-TO—NTWUF WORD ON THE PROBECT. us1NO sTTxFAM caosslNO DO, s
CONCRETE
(ANCHOR TRENCH)
Mn1NTFNnxcF REQUIREMENTS:
I OR MORE OF RAIN. AFTFR EACH RA1NFAU FVENTTHAT vaooucEsl IN H
PERMANENT STREAM CROSSINGS
PERMANENT
STREAM CROSSING N0.
SHEET N0.
Y1(EL)
Y2(EL)
2
8
573 5±
583 OR
3
8
580 5±
583 5±
5
10
579.0±
583 2,
6
11
580.6,
588.1,
11
580.0,
585.0,
9
13
5785,
588.0,
* SEE TABLE 1042-1 IN NCDOT 2012 STANDARD SPECIFICATIONS FOR STONE CLASS CRITERIA
PERMANENT STREAM CROSSING
DETAIL
NOT TO SCALE Di
OVERFLOW FILTERED WATER
RUNOFF WATER
W/SEDIMENT
WIRE SCREEN
CURB INLET
2x4 WOOD STUDS
CURB INLET SEDIMENT CONTROL
0227002
-RAND
VIRES
VIRE FABRIC
LTER FABRIC.
-OE OF FILTER
:A MIN OF 8"
M STRAND
LINE-1
ELEVATION SECTION
RATE
1. III11 wPRovSD 11 ENGINID'IFTB c-o" POST SPAcnIG DOES POT
REDwRE NesH _ N'T ENCE.
3 RI 1REo xEPMnFixs 1nnEo nTEE�r.A s
o11PAON TTE OF._TE smrsnoE voMiunE FoxFM TiTE xsFxD1RA1IT LIN
SILT FENCE
0227000
PLOWABLE FILL FULL TRENCH 6" PIPE 1 6"
WIDTH (NO ENCASEMENT OD
REQUIRED FOR SPACE GREATER
- THAN 12")
PROPOSED Ir __4 EXIST
4 PIPELINE PIPE
ay.. ......,...
.. .: 6" MIN 6" MIN
�:p;;* 12' MAX
12" MAX
EXIST
- 4 PIPE q PROPOSED
PIPELINE
1 T 1" THICK COMPRESSIBLE
JOINT FILLER MATERIAL -
PROPOSED PIPELINE OVER EXIST PIPE
PROPOSED PIPELINE UNDER EXIST PIPE
PIPE CROSSING
0222118
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE THE TOP OF
THE WASHED STONE
NOTE:
ADOPTED FROM FRONT VIEW
THE TOWN OF
HOLLY SPRINGS,
NORTH CAROLINA -
ERING
DEPARTMENT. STEEL FENCE POST
DEPART
WIRE FENCE
12"OF#57
WASHED STONE
MIN. HEIGHT 1.5'
BURY WIRE FENCE AND HARDWARE CLOTH
NANNUN — PEA NANOFAONNEA TEMPORARY STREAM CROSSING BY DRAGLINE MATS
SPEC IFICATION(40'TYP.) 1. KEEP CIEURNG ANDExcATAnON OFTHE STREAM NANDS AND BED. AND APPROACH SECTIONS TO A KIND M.
z RooTs AND sruMPS SHALLBE IEFTIN PIACETO HET
BE DONE By CaLPIOT Gws anoNTME
NI(INNN 6' UP SUPPORTED STAB1LrzETHEFaNI6 AND IC�LERITF ae-T
No@3) 3 INCH O1IINroIUM)'TV ALONG THE OUTSIDE OF ITIE MIDGENAT TO PREdENT LOOSE SEDIMENT FROM
DEPOSERNI IN STREAD DURING CROSSING.
a. INSTIu SILT FENCE ALONG TOM OF FINDS AND TIE TO CROSSING,
.-BE RON 5. DNERT All SURFACE\V.4TER FROM THE CONSNUICLON SITE ONTO UNDISNRBED.AAEAS ADJOINING IHE STREAM.
DAMN 6. KEEP STREAM CROSSINGS AT RIGHT ANGLES TO THE STREAM ftrnn.
P rVsnnx z STPBIE2E"HE THICD EA, DFz-z vrASHEO STONE FOR AMINmIUM OF SO FFEr. or 3D TEEravD
OM(LNE (ANBR)NAi� 11 AIN 8. 9. UPINK P SEA FORORiER1111 k ULUABLE MEEANTTOIN�uL�oN�11MOv�gDSEEED�O'.n�ABE FDORTHEE IN—SOLL
< < < < < <
V
V H 1 D.ANOOR ON BOTH BANDS TO TREES OR DEODMAN.NICHOR5BULL
V n III AT MINIMUM BRIDGE
WIDTH ISBIT.
V AIN 11. EN —THAT 1/1(MINIMUM)01THE MAT TOTAL IFNCTH IS SUIroORTED ON EACH SIDE OF THE FAND.
rw a eANN <Lv°I '^ I`r < < 12. INSTAIL vIATER DIVERSION DEMILES ON BELL SIDES OFTHE CROSSING.
FLow 4 4HEw,n CHANNEL 1 ESTDRETHE STEAM CHANNEETO ITS015INILCRDss-sernDN ANN sMDrnH wm PRISCIAATIFF srnsluzE
TIP w BORN
rv—N—U—.N UNIT— LINE ­—N. -U­ E-..N DUE TO LINE
A­­N. C LINE —EA. -ANNET, . E­ LINE -ANNET AN -
I V
Al l V BUflFAOE FLOWN ONFA40N z AND BAN- sH BE PBOTFCTFD WITH I, 1 ITv-RAv 1a T
SILT fF1VfE IucD.
C « « < < L ON
Piee 111FA n TF OFNORTH
TEMPORARY STREAM CROSSING
0227019
51= FENCE
STEEL FENCE `BURY WIRE FENCE
POST FILTER FABRIC,
SET MAX 2' AND HARDWARE
APART CLOTH IN TRENCH
MIN. 18'
INTO SOLID
GROUND
HARDWARE CLOTH
—CLASS B STONE
�3' FILTER FABRIC
ON GROUND
`BURY 8" OF UPPER EDGE OF
FILTER FABRIC IN TRENCH
PROFILE VIEW
NOTE:
1. INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND
AFTER SIGNIFICANT (i INCH OR GREATER) RAINFALL
EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE
RIPRAP
HAS TAKEN PLACE, OR IF STONES HAVE BEEN
DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS
TO PREVENT FURTHER DAMAGE.
STABILIZED OUTLET FOR SILT FENCE ��
0227024
Cat is IkA90m
@mZmft
202W628 1:20P BYIBNMES LOd — BY — NRFe- .ATBLOCR,32210-o16-TB

NOTES'.
SEWN -IN CONNECTION SLEEVE
1. CONTRACTOR SHALL EXERCISE CAUTION NOT TO BURST OR DAMAGE THE
FOR PUMP DISCHARG
TEMPORARY SEDIMENT FILTER BAG WHEN PUMPING.
TEMPORARY SILT FENCE
2'-0" MINIMUM
2. THE LENGTH AND WIDTH OF THE TEMPORARY SEDIMENT BAG SHOWN ON THIS
(WITH BACKIN
6"
DRAWING MAY VARY PER VENDOR SPECIFICATIONS.
f MY'
OPTIONAL LIFTING 3. TEMPORARY SEDIMENT FILTER BAGS SHALL BE EQUIPPED WITH ASEWN-IN SLEEVE
COVER #57STONE PAD
STRAPS OF SUFFICIENT SIZE TO ACCEPT A MINIMUM FOUR -INCH DIAMETER PUMP DISCHARGE
WITH GEOTEXTILE
HOSE. THE DISCHARGE HOSE SHOULD BE EXTENDED INTO THIS SLEEVE A MINIMUM
(TYPE III. EROSION
VARIES WITH OF SIX INCHES AND BE TIGHTLY SECURED WITH A HOSE CLAMP OR OTHER SUITABLE
CONTROL)
GROUND LINE MEANS TO PREVENT LEAKAGE. HOSE CONNECTION THROUGH A SLIT IN THE BAG
SLOPE WILL NOT BE ACCEPTABLE.
2'-0" MINIMUM
TEMPORARY
SEDIMENT FILTER 4. THE PUMP DISCHARGE HOSE CONNECTION SLEEVE SHALL BE SECURELY TIED OFF
BAG (14'-6" X Z-0" X DURING DISPOSAL OF THE TEMPORARY SEDIMENT FILTER BAG IN ORDER TO
MINERAL AGGREGATE
13-3) PREVENT LEAKAGE OF COLLECTED SEDIMENTS.
(SIZE 57)
5. TEMPORARY SEDIMENT FILTER BAG SHALL BE REPLACED WHEN 6INCHES OF
SEDIMENT HAS ACCUMULATED OR IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS.
POLYETH7(6MIL
VARIES WITH
SHEETIN
GROUNDLINE
TEMP. SEDIMENT FILTER BAG
MINIMUM) VARIABLE
SLOPE
6" MINIMUM~ VARIES
'MUM)
E
2'-0"MINIM UM 10'-0"MINIMUM
TEMP. SILT FENCE
(WITH BACKING)
TOP VIEW
GEOTEXTILE
LAYER EXISTING GROUND
LINE
TEMP. SILT FENCE USE #57STONE POLYETHYLENE
(WITH BACKING) TO LEVEL BAG SHEETING
FROM NATURAL
CARRIER PIPE
GROUND LINE
SIDE VIEW
3/16"A" STEEL PLATE
TEMPORARY SEDIMENT FIL TER BAG
0227038
1/2" SST BOLT
CASING PIPE
PER PIPE LENGTH, SEE UASINU YIYt ANU (;AKKILK YIYt
DETAIL 0232200 SHALL BE FILLED NTH GROUT,
2. REFER TO SPECIFICATION
SECTION 02340 FOR ADDITIONAL
DETAILS AND REQUIREMENTS.
TYPICAL CASING FOR BORE/TUNNEL FOR ROADWAYS
0232201
EXCAVATION
FOR COLLAR
TYPICAL CON
THRUST COL
OF 12" INTO
UNDISTURBE
► elli
MATCH PIPE DIA BULKHEAD PIPE TO
(MINIMUM)
� CONTAIN GROUT PLUG
°o ° EXISTING
PIPE DIA
06� (VARIES)
DEMOLISHED PIPE OR
PLACE CEMENTITIOUS
STRUCTURE
GROUT FROM END OF PIPE
TO BULKHEAD
PIPE PLUGGING DETAIL
DErTAIL
oz
PIPELINE
18" (DIAMETER VARIES)
CLASS B CONCRETE
TRENCH WIDTH L
VARIES
SECTION
CLASS B CONCRETE
2"
6" 6"
PLAN
ANTI -SEEPAGE COLLAR
0260113
THE
CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2INCH STONE. AFTER EACH <
RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY.
IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACED ONTO PUBLIC
ROADWAYS.
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE / EXIT
0257701
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.
TYPICAL CONCRETE THRUST COLLAR,
MIN OF 12" INTO UNDISTURBED
MATERIAL ALL AROUND
TRENCH BOTTOM
SPLIT RING PIPE COLLAR
ELEVATION
THRUST COLLAR
0222111
GENERAL GUIDELINES FOR SPACING OF TUBE
TRENCHES FOR SLOPE INSTALLATIONS
SLOPE GRADIENT
TUBE INTERVAL
1H'1V
15 FEET
2HAV
25 FEET
3H.1V
35 FEET
4H.1V
50 FEET
GENERAL GUIDELINES FOR SPACING OF TUBE
TRENCHES FOR CHANNEL INSTALLATIONS
SLOPE GRADIENT
TUBE INTERVAL
2%
25 FEET
6 OR 8 INCH U-SHAPED WIRE
STAPLES PLACED AT ONE FOOT
INTERVALS DRIVEN THROUGH
OUTER 1 INCH OF TUBE
BACKFILL AND COMPACT LOOSE
MATERIAL UPSTREAM OF TUBE
SLOPE TOP FOR POSITIVE
WATER RUNOFF
6"0 SCH 40 STEEL PIPE
FILLED WITH CONCRETE
AND PAINTED PER SPECS
y
PAVEMENT
C
L
uul
CLASS "B" CONCRETE
ENCASEMENT
BOLLARD
0245100
NOTE:
UNLESS OTHERWISE NOTED ALL
BOLLARDS SHALL BE TYPE 1
SLOPE PROTECTION APPLICATIONS
1. OVERLAP OR'HOOK' ADJACENT ROLL ENDS BY A MINIMUM OF ONE FOOT AND REDUCE STAKING INTERVAL TO ONE FOOT WITHIN OVERLAP
SECTION.
2. WHEN USED IN CONJUNCTION WITH WATERBARS, OVERLAP OR'HOOK' FFT ROLL END A MINIMUM OF ONE FOOT ALONG DOWNSLOPE SIDE OF
WATERBAR AND EMBED A MINIMUM OF 6 INCHES. REDUCE STAKING INTERVAL TO ONE FOOT. THE FFT ROLL MUST HAVE GOOD CONTACT WITH
THE WATERBAR IN ORDER TO PREVENT SHORT-CIRCUITING.
3. SMOOTH SOIL SURFACE AND REMOVE ALL OBSTRUCTIONS GREATER THAN V-2" IN DIAMETER.
4. WHEN PERFORMANCE -ENHANCING POLYMERS (PAMs) ARE USED, THE MOST DOWNSTREAM FFT SHALL BE A STAND-ALONE PRODUCT (NO PAMs).
CHANNEL PROTECTION APPLICATIONS:
1. FOR CHANNEL APPLICATIONS, BOTH UPSTREAM AND DOWNSTREAM ANCHORING SHOULD BE AT 1 FOOT INTERVALS.
2. FOR CHANNEL APPLICATIONS, FFTs SHALL BE STAND-ALONE PRODUCTS WITHOUT PAM,
3. FFTs SHALL BE PLACED IN CHANNEL (AS DEMONSTRATED BELOW), IN ORDER TO ALLOW WATER TO POOL SUFFICIENTLY ON THE UPSTREAM SIDE
OF THE FFT.
4. FFTs SHALL EXTEND TO THE TOP OF BANK IN ORDER TO PREVENT SHORT CIRCUITING OF FLOW.
MAINTENANCE REQUIREMENTS:
1. INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT THAT PRODUCES} INCH OR MORE OF RAIN. REMOVE ANY ACCUMULATED SEDIMENT AND/OR
WOODY DEBRIS.
2. FFT s SHALL BE ENTRENCHED AS SHOWN TO PREVENT UNDERCUTTING. ANY EVIDENCE OF UNDERCUTTING AND/OR EROSION SHALL BE REPAIRED
IMMEDIATELY.
3. STAKES AND/OR STAPLES THAT HAVE BECOME LOOSE OR DISPLACED SHALL BE REPAIRED IMMEDIATELY.
4. WHEN SEDIMENT ACCUMULATION REACHES 2 THE DIAMETER OF THE FFT, IT SHALL BE REMOVED AND DISPOSED OFF -SITE BY THE CONTRACTOR
IN ACCORDANCE WITH ALLSTATE AND LOCAL REGULATIONS.
5. ANY VISIBLE DAMAGE TO THE FFT SHALL BE REPAIRED OR REPLACED IMMEDIATELY.
18 TO 20-INCH —
TUBE WOOD STAKE TO PENETRATE
_-r HE OUTER 1-INCH OF TUBE,
EXCAVATE A PLACEMENT TRENCH — — —
TO 1/3 DEPTH OF THE FFT
USE 36-INCH (MIN) STAKE WITH 12-INCH
MINIMUM EMBEDMENT SPACED AT TWO FOOT
INTERVALS DRIVEN THROUGH OUTER 1 INCH
OF TUBE, LEAVING ABOUT 3INCHES OF THE
STAKE PROTRUDING ABOVE THE TUBE, TYP
PROFILE VIEW- W/STAKING DETAIL
20" FFT
10 FT rvPICP1
/
/
WOOD STAKE,```////
SEE STAKING DETAI)!
/ FFT TO EXTEND
TO TOP OF BANK
EXCAVATEA
PLACEMENT
O
TRENCH T1/3
DEPTH OF THE
FFT
m.�/ CHANNEL BED
CH ANNELCROSSSECTION
CUT BACK EXIST
SURFACE COURSE
6" MIN FROM BASE
EXIST SU
COURSE
TACK CO,
//—ASPHA T SURF
COURSE, 2" MIN
TACK COAT
ASPHALTBASE
COURSE, 3.5" MIN
6" (MIN) AGGREGATE BASE COURSE
TYPICAL PAVEMENT SECTION
DETAIL
NT, oz
FIBER FILTRATION TUBE (FFT)
SLOPE PROTECTION
0227039
NEW ASPHALT PAVEMENT
SEE C-32-0550
CUT BACK EXIST BASE
COURSE 12" MIN
RFACE
COURSE, 2" MIN
/—ASPHALTS
�TACK COAT
ASPHALTBASE
COURSE. 3.5" MIN
TYPICAL PAVEMENT JUNCTION
0251301
ASE COURSE
1.
Kno(v v/h-at's h��OW.
C��� hefure you din.
M1W5161:3(P k\l1])0-flK\311fi-016\Dee6n\Ormin9e\9ETNL5\026�g 8y1BNNE5 L t S—d By room IAEFe \�\ 22f 016-

4FT
EXPOSE NO MORE THAN
2—INCH OF STAKE (TYP.) 12 IN
24 IN
STAKE ALONG TOE OF
SLOPE AT 1—FT SPACINGS\
\\\` SECURE RECM WITH
2-INCH X 24NCH X 24-INCH
NOTCHED WOOD DEAD STAKES
TOE OF SLOPE & COCONUT FIBER RECM
KEY IN EROSION CONTROL MATTING
FOR A DEPTH OF PFT
NOTES'. PER IA ANUFACTURER'S RECOMMENDATIONS
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 BY61N AND ANCHOR AT 12-INCH CENTERS.
4. WHEN FIBER MAT MUST BE SPLICED. PLACE END OVER END (SHINGLE STYLE) WITH 121N
OVERLAP AND ANCHOR USING TWO STAGGERED ROWS OF STAKES AT 61N CENTERS.
5. LAY FIBER M AT 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. ANC FOR, FILL , AND COMP ACT EN D OF FIBER MA71N G IN I2-INCH X6-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
DETAIL
NOT TO SCALE D3
WOODEN GATE POST
(PRESSURE TREATED)
HEIGHT VARIES
(TYP EACH SIDE)-
DOUBLE GATES
2" STEEL GAUGE
(MIN 16 GAUGE)
CONCRETE
ENCASEMENT 3500 PSI
CONCRETE (TYR)
ACCESS GATE NOTES:
GALS. STEEL CHAIN MIN. `
318"THICK, MIN. 3' LONG,
OWNER TO PROVIDE
LOCK
HINGE (TYR)
MATCH EXISTING FENCE AND R
TO NEXT FENCE POST OR TO
NEAREST TREE AT EDGE OF
CONSTRUCTION LIMITS
EXISTING GROUND
(ELEVATION VARIES)
NOTE
GATE TO BE SAND BLASTED.
PRIME COATED. AND FINISH
COATED AT FACTORY. COLOR
SHALL BE STANDARD RED OR A
APPROVED.
1. 1. CONTRACTOR TO FURNISH AND INSTALL ACCESS GATES PER THIS DETAIL 3. GROUND ELEVATIONS WILL VARY AND WILL TYPICALLY NOT BE LEVEL.
IN LOCATIONS INDICATED OR AS DIRECTED BY THE ENGINEER. CONTRACTOR TO ADJUST GATE ELEVATION AND HINGE LOCATIONS TO
ACCOMMODATE THE EXISTING GROUND ELEVATIONS TO PROVIDE 6" OF
2. GA TES VNLL BE REQUIRED UNDER AVARIETY OF CIRCUMSTANCES AND CLEARANCE.
SITUATIONS TO PROVIDE ACCESS TO EASEMENTS AND TO PREVENT q WOODEN GATE POSTS TO BE 6" NOM x 6" NOM PRESSURE TREATED POSTS
UNAUTHORIZED PERSONNEL FROM ACCESSING THE EASEMENTS. ALL GATE O
LOCATIONS SHALL BE APPROVED BY OWNER. GATES MAYBE INSTALLED IN R APPROVED EQUAL. THE HEIGHT OF THE POSTS WILL VARY VNTH EACH
AINSTALLATION BUT SHOULD BEAT LEAST EQUAL TO THE TOP OF THE GATE
N EXISTING FENCE OR OVER AN EASEMENT WHERE NO FENCE RWISE APPROVED BY THE ENGINEER. WHEN DETERMINING
CURRENTLY EXISTS. WHEN INSTALLING GATES IN AN EXISTING FENCE, THE UNLESS OTHE
CONTRACTOR SHALL NEATLY CUT THE EXISTING FENCE AND CONNECT THE THE HEIGHT OF THE GATE POSTS, CONSIDERATION MUST BE GIVEN TO THE
EXISTING GROUND ELEVATIONS, THE LOCATIONS AND ELEVATIONS OF
FENCE TO THE NEW GATE POSTS IN A MANNER APPROVED BY OWNER. THE EXISTING OR NEW FENCES THAT WILL CONNECT TO THE GATE POSTS, AND
CONNECTION SHALL BE SECURE AND PERMANENT. EXISTING FENCES MAY PROPERTY OWNER CONCERNS. THE HEIGHT OF THE POSTS SHALL BE
IN WIRE, BARBEDEWOOD, OR A COMBINATION OF SUCH. WHEN NSTALLING A GATE OV OVER A NEW EASEMENT, THE GATE WILL BE TYPICALLY APPROVED BY THE ENGINEER.
CENTERED OVER THE EASEMENT. THE CONTRACTOR WILL BE REQUIRED TO 5. PROVIDE FENCING FOR MIN 20' ON EACH SIDE TO TIE INTO EXISTING
INSTALL NEW FENCE ON EACH SIDES OF THE GATE TO THE EDGE OF FENCING. POSTS AT 10' O.C.
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
SLOPE TOP FOR POSITIVE SLOPE TOP FOR POSITIVE
WATER RUNOFF
WATER RUNOFF
WATER RUNOFF
6"0 SCH 40 STEEL PIPE
6"0 SCH 40 STEEL PIPE
6"0 SCH 40 STEEL PIPE
FILLED WITH CONCRETE
FILLED WITH CONCRETE AND
FILLED WITH CONCRETE
AND PAINTED PER SPECS
PAINTED PER SPECS
AND PAINTED PER SPECS
O
O
TYR OF 4
J
PAVEMENT
J
1 1/2"
3/16 1112 SIDES
TYR
PL 3/8"X12"X12"GALV,
PAINTED PER SPEC
EDGE OF GOING SLAB OR
STEM WALL
m
Z
2 LAYERS
1/2" JOINT FILLER MATL
2
30#FELT
4-1/2"0 GALV ADH
•
PAPER --,,,,CLASS
"B" CONCRETE CLASS "B" CONCRETE
ANCHORS W/6" MIN
'
ENCASEMENT ENCASEMENT
EMBED, ONE EACH
-
CLASS "B" CONCRETE
TOE
CORNER
ENCASEMENT
U,
Z
y
w
112" JOINT FILLER MATL
0
U
8"0 SCH 40 STEEL PIPE
10
i
SLEEVE, PAINT PER
SPECS, SECTION 9A
NOTE:
6� 6�
UNLESS OTHERWISE NOTED
ALL
BOLLARDS SHALL BE TYPE
1
BOLLARD TYPE
1
BOLLARD
TYPE 2 BOLLARD TYPE 3
0245100
ACCESS GATE
DETAIL 2
NOT TO SCALE D3
Flgure 6.17a Channel ImItallmuon and %type Inelallpbpn, WaeAlllglon $Iota Epalpgy OapartrnL•nI
LwWkidiml av-her Termlml smile end
Trench CM16rme1 eneher !tench
glee er 3'•ej
f �
te+rot'
rnllbl eha,.�1 n rnt.�m.nr
enehee tr .h chock tlpt
NOTE:
I. Check de, m 6e easse ",d per menuleet— spe .6-tiei6s
2. Stoking er sieplwy I¢ywrt per lrevwF6ciurcrs rpeelReet:ens.
Skye —fore dill brsmooth Wfen IF There I..b. pe iha top oT
plooemenr for p"pn' d it evnroee. dope, oecher Wslope eF the berm.
51pWly pyttem p: AN' - - - Andepr m 6-4-ma. Trp h
per erlwwfocturn �y • and"Ic m l2,miQrold.
reennnlendnTiwu
r� Mln G' ererlep.
s+ePle ­Aw
_ �x.>s•�i�.
&irg mnfaid down to a level tee,
Da ie RS to o blalke+WmofYlrg glami . Bwn the end uidv e' end a ple m 12'
'M1e rvIN to confirm to ary ir�eg�ilyr:rlea;. int— s.
For stepee ley then 31kly, rplls Lhoe, fe+vlixe, wo deed Lefyre e.s}e1W1bn. P6xting
met M1e pureed Ah"ontpl'trips, of 0"w..rr Lde. swine mca' Ow irakellellen.
TEMPORARY EROSION CONTROL MATTING ESCPDM
DETAIL 3
NOT TO SCALE D3
1 EE00 2+00
TYPICAL 1-485 SECTION
DETAIL a
NOT TO SCALE I D3
Knoty v/h-at's h�IOW.
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M100518 1:111 Q\I31I0-R41\Iff)0-016Ape9piApnen9e\mETNLSAp}6e9 By— — — BY ApAY\3127-16-ESC

(W)VARIES NOTES
CREEK CROSSING SEQUENCE: PUMP PROPOSED RTH 1 FROSIONSTONETOBE"CLASSI"RIP-RAPUNLESS
PUMP TO SETTLING POND EXISTING GRADE, STABILIZE WITH TURF BERM, SYP DESIGNATED DIFFERENTLY ON CONSTRUCTION PLAN.
ABOVE HIGH WATER 1. INSTALL ALL EROSION CONTROL MEASURES ADJACENT REINFORCEMENT MATTING AND SEED
TO PLANNED CROSSING PRIOR TO DISTURBANCE TEMP. CONSTRUCT/ON )Q, 2. PU MP AND LINE SIZE TO BE DETERMINED BY THE
I T MIN I CREEKCROSS/NG MlN CONTRACTOR.
70%(W) MAX MINIMIZE DISTURBANCE TO THE EXTENT PRACTICAL. FBI CLASS "l" >ONO' 3
FLOW'-� RIP RAP SEGIMENT TRAP W DTH OF CONSTRUCTION EASEM ENT SHALL BE
2. PLACE DAM AROUND AREA TO BE EXCAVATED SIMILAR I X L12'I SIDESLOPE MINIMIZED BASED UPON FIELD CONDITION S.ANY
OR SlLTBAG DIATRUBANCE(S) EXCEEDING 40' MAY REQUIRE
A TO DETAIL 1/D04 USING CLASS A RIP -RAP INSIDE COFFER . /\ �� 4. ADDITIONAL WATER QUALITY PERM ITTING.
2't SCOFFER DAM DAM, POLYETHYLENE FABRIC AND SANDBAGS OR
Mlk 3-0 ADDITIONAL CLASS 1 RIP-RAP(OUTSIDECOFFER DAM). THIS MEASURE MAY NOT BE REQUIRED OF WORK \ 1'DEEP TRENCH M/N
24 P CREEKBANK, COFFER DAM TO EXTEND NO MORETHAN 70%ACROSS PREFORMED IN THE DRY.
TYP CREEK. A PORTABLE COFFERDAM SYSTEM SUCH AS LIVE STAKES,
POP ADAM, AQUA DAM, OR SIMILAR MAY BE USED IN SEE NOTES /✓\ BANK COMPACTED T092-95% A A
CONNECTION POINT LIEU OF RIPRAP/JERSEY BARRIERS. STD. PROCTOR MAX. LIFT
THICKNESS OF 8" AS
3. PLACE POLYETHYLENE FABRIC ON OPPOSITE \�l COMPACTED INCHES
0/1 STREAMBANK IF NEEDED TO PREVENT EROSION. \� STREAM I 4 4
4. INSTALL DEWATERING PUMP AND OF TER AREA INSIDE FLOW
w PIPE PROPOSED PIPE DAM. PUMP HOSETO DISCHARGE TO SETTLING BASIN .'. % NSTALL FIRM MATTING ON COMPACTED
TRENCH CROSSING OR SILT BAG(s)PRIOR TO ENTERING CREEK. PLACE OHWM BACKFILL PRIOR TO LIVE STAKING TEMP >s^ro
SETTLING BASIN OR SILT BAG(S)ABOVE 2 YEAR FLOOD 60"CMP `-Y
r - SEE NOTE 4.
_ .--------------------- ---- ELEVATION WHEREVER PRACITCAL. ENGINEER TO - \ \ CROSSING 2'CLASS A"
�/
APPROVE TYPE OF SILT BAG PRIOR TO INSTALLATION. j\y CUSS "l" p/pE EROSION CO NTROL / � /p'xiJ' BERM, PROPOSED EARTH TVP
_ R/P RAP STONE N-
X 10' I �d' DEWATER/NG 9AS/N
5. CLEAR AND EXCAVATE STREAM AND BANKS AS "T/ MIN. 921 SOESLOPE CONSTRUCT/ON SEQUENCE FOR CREEK CROSSING
Pi NOTES: EXCAVATION EXCAVATION NECESSARY TO IN PIPELINE. CONTRACTOR SHALL j\\/ go'co vsrreucrloN EASEwENr ORS -BAG 1. INSTALL PUMP AND LINE TO PUMP FLOW AREA
SPOIL SPOIL CON T INUOUSLY MAINTAIN EROSION CONTROL 1. RESTORE BANK TO ORIGINAL CONTOURS AND INSTALL WE (SEE NO TE 4) UPSTREAM OF TEM PORARY CREEK CROSSING TO AREA
MEASURES AND MAKE EVERY EFFORT TO MINIMIZE STAKING WITH NATIVE WOODY MATERIAL SUCH AS SILKY DOWNSTREAM OF CONSTRUCTION AREA. BEGIN
DISTURBANCE. DOGWOOD, SILKY WILLOW, BLACK WILLOW. ELDERBERRY OR POL METHYLENE FASR/C PUMPING AND CONTINUING PUM PING WHILE WORKI NG
NATURAL STREAM BED - ON FACE/B ML THAN, PLAN WITHIN THE CREEK.
6. INSTALL DI PIPES WITHIN DEWATERED AREA AND CORALBERRY. 2. INSTALL UPSTREAM DAM, FILTER FABRIC, AND
12 PROPOSED EARTH FROM
2't� BACKFILLToORIGINAL CREEK BorroM ELEvnTION. 2. LIVE STAKING SHALL BE INSTALLED BYAQUALIFIED TO �I MlN SERM, rvP TEMPORGSASS,-IN I IPEAVVINITVVORKICANO
o° o° o pUMp TOPOF6AlJK
THO' PROFESSIONAL, PLANTED 24-INCHES ON CENTER AT A DEPTH PUMP .---- ----- SANDBAGS ALLOW CREEK
°A HROUHCMPSNG IN
7. REMOVE DAM AND STABILIZE ALL DISTURBED AREAS ON ,1e ylb ylb ilb�ilb- SHOWN IN I. ALLOW VAEN NOTITHROU THROUGH AS
24 .1 - OF 12-INCHES.
LIVE STAKES SHALL BE 18 TO 24-INCHES IN i� SHOWN IN INSET ^e^ vvHEN Nor woRw NG vvITHIN THE
7h BANKS OF CREEK. ENSURE NEW BANKS AND EARTH ARE TEMP 24"TO
LENGTH AND A TO 1-INCH IN DIAMETER. PILOT HOLES MAYBE STREAM � CREEK.
O FULLY COMPACTED AND STABILIZED. 42"CMP
NECESSARY IN SOME SOIL CONDITIONS TO PREVENT FLti`
A INSTALL DOVNH STREAM TEMPORARY F STONE DAM AND
r DAMAGE TO LIVE STAKES. FILTER FABRIC To PREVENT BACK FLOW NTo
8. RELOCATE TO OPPOSITE SIDE OF CREEK AND INSTALL
REMAIN ING STEEL CASING AND DI CARRIER PIPELINE �8M/N CONSTRUCTION AREA.
3. MATTING SHALL BE CUT WITH A 12-INCH CROSS -CUT FOR -
ACCORDING TO STEPS1 THROUGH7ABOVE. BANKS TO - 4. INSTALL PROPOSED EARTH BERMS ALONG TOP OF
INSTALLATION OF EACH STAKE, WITH EACH CUT SECURED Ex five
tt BE RESTORED WITHIN 4G HOURS IN ACCORDANCE WITH J POLYETHYLENE FABRIC BANK ON EACH SIDE OF THE CONSTRUCTION AREA.
DEFLECTION BERM CONSTRUCTED CONTRACT DRAWINGS. SEE DETAIL 2/D04. WITH STAPLES OF GAUGE AND SPACING AS RECOMMENDED CREEK CROSSING ON FADE (B ML. TH/CKJ
BY MATTING MANUFACTURER. PIPE 5. INSTALL DEWATERING BASIN OR SILT BAG AT TOP OF
FROM CLASSI RIP RAP PERMANENTLY SEED ALL OTHER DISTURBED AREAS. TEMPORARYATV,ADRJ BANK. DEWATER CONSTRUCTION AREA BETWEEN
PLAN 9 ONCE AREA HAS BEEN STABILIZED, OBTAIN APPROVAL 4. MATTING SHALL BY 100% COCONUT FIBER, AND POSSESS A TEMPORARY DAM USING THIS BASIN
POLYETHYLENE MEMBRANE ON FACE FROM ENGINEER To REMOVE ALL TEMPORARY EROSION MINIMUM SHEAR STRESS OF 2 LBSISF WITH A RATED 6. INSTALL THE 10k10' SEDI MENT TRAP OR SILT BAG.
3-0 LONGEVITY OF 24-36 MONTHS. MATTING SHALL BE INSTALLED
ANTHICKMSAND BARIRIP RAP (20 I-( CONTROL MEASURES AND RETURN THOSE LOCATIONS B SECTION A -A ]. UP
ON CONSTRUCTION COMPLETION, REMOVE
MIL THICK MIN) I LEVEL WITH TOP OF BANK TO ORIGINAL CONDITION AS CLOSELY AS PRACTICAL. PER DETAIL AND MANUFACTURERS RECOMMENDATION. - TEMPORARY DAMS, FILTER FABRIC, ANDTEMPORARY
OR AS NECESSARY AINSTALLS4NOGAGSINPIPEINVERT&FABRICWH/LEPUMPING CMP, DEPRESS TEMPORARY DAM BOTTOMS INTO
O - AROUNDDURINGCONSTRUCTION/NCREEK CREEK BED UNTILTOP OF RIP RAP IS LEV EL VNTH
J] oQ CREEK BOTTOM.
OaG
0 POLYETHYLENE FABRIC B REMOVE SANSAGS&FABRIC TO ALLOW FLOW THROUGH
-S Lo- 1 STREAMBANK STABIL/ZATION ON"-(B-.THICK/ PIPE WHEN NOTPUMP/NG AROUND. 8. UPON STABILIZATION OFCLEAREDAREAS,REMOVE
O°- O° 1 TEM PORARY EARTH BERM, SE DI M ENT TRAP, AND
C OEi�TI NOTES: DE WATERING BASIN.
° '03 DETAIL 2
K)o P_L CLASS I RIP RAP, NJ BARRIER OR 1. CONTRACTOR SHALL FOLLOW CREEK CROSSING e. THIS CROSSING DETAIL MAY NOT BE NECESSARY IF
3o`cb°O- OTHER APPROVED MATERIAL NOT TOSCALE D4 TEMPORARY CREEK BYPASS CONSTRUCTION CAN BE ACCOMPLISHED IN THE DRY.
/ IcCK I SEQUENCE AS NOTED ON CONTRACT DRAWINGS.
0�°o FJ-'0o
oaOOo o'OrooaO 2. DEWATERING OF THE WORK AREA SHALL BE IN DETAIL 3
°0- ACCORDANCE WITH SPECIFICATION SECTION 02140. NOT TO SCALE D4
° OIL obi o�
o I?".DO Oro o oo PIPELINE SEE 3. PRE -CONSTRUCTION CONTOURS SHALL BE RESTORED
'A,?°
'"LLD L�`1" O -TO U"b 7?"'S AS -SOON AS POSSIBLE AFTER PIPE INSTALLATION.
G G CO PROFILE FOR
o 'x�°o-'x}°o(-�'T}°o_H- ELEVATION
^ BIF,U O^cT JdF o A, 4. NO NEW PERMANENT IMPACTS ARE TO OCCUR TO THE
o;'�T°ooa�T°000TL°000�T°000 STREAMBED (E.G., RIPRAP).
5. CONTRACTOR MUST FOLLOW GENERAL AND REGIONAL
SANDBAGS, CLASS 1 RIP RAP OR CONDITIONS FOR NATIONWIDE PERMIT NO. 12 AND
OTHER NON -ERODIBLE GENERAL AND ACTIVITY SPECIFIC CONDITIONS FOR
MATERIAL NORTH CAROLINA WATER QUALITY GENERAL 1. DDE1111 AS NEEDED wR PIPE(1X5' MINI AND RATED
Cl FS,SECTION A CERTIFICATION NO. 4086 WHEN CROSSING WATERS OF 2• G STEEL PIPE PAINTEDANGAVES A LEASING.
360D PSI CONPRESSIVE STRENGTH.
SYNTHETIC FILTER FABRIC THE UNITED STATES. n OPEN GOUNTERCLOCISMSE.
SHALL FLusHEnITH SROINNTI I IN DOT Ram, AN11
NO w seuEREASErnENTs.
COFFERDAM 5"O STEEL VENT PIPE PANTED 5. No 41 REWAEE PIPE SHALL SELL AEOVEEAGAN U-1
DETAIL STEER COUOUSHEAR FNID �RIEHSTAINLESS
NOT TO SCALEEj
e. PAINT ULExaoseD DIP.
2° PVC BALL VALVE 2d".WATERTIGHT RING AND COVER
_ VG SEE2'86 P30"WATERTIGHT RING ANDO VER
s ENTOC
COMBINATION AR RELEASE AND
VACUUH VALVE F
2"FRO UNION I I
PLUG VALVE FOR ISOLATION
IT BLIND FLANGE '#f
I I
L--------------�
16'X16'X12' TEE, PIPE SHALL BE LINK SEAL TOP
RESTRAINED'DINT IF AIR VALVE IS SHOWN
IN A RESTRAINED JOINT SECTION.
UP BELL AND FE
16" FLANGE COUPLING S
ADAPTOR
SECTION VIEW TOP VIEW
NOT TO SCALE NOT TO SCALE
COMB/NATION AIR RELEASE AND VACUUM VALVE
DETAIL 4 Hazen
NOT TO SCALE D4
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-BANKFULL WIDTH "B"
OF ROCK/BOULDER Y
*"
CUTOFF ROCK Y�I X CUTOFF ROCK
4. MIN. `STREAMBED 4' MIN.
CROSS SECTION E-E
NOTES'
1. SILL SHALL BE CONSTRUCTED BY EXCAVATING A TRENCH SLIGHTLY LARGER THAN THE SILL DIMENSIONS.
2. TOP ROCKS SHALL BE SUPPORTED BV A FOOTER ROCK AND SHINGLED UPSTREAM AND INTO STREAM BANK. ALL
ROCKS SHALL BE INTERLOCKED MINIMIZING OR ELIMINATING GAPS WITH NO VOIDSIGAPS LARGER THAN 4INCHES.
3. THE MINIMUM ELEVATION DISTANCE BETWEEN ELEVATION "X" AND ELEVATION "Y' IS 4INCHES.
4. PLACE FILTER FABRIC (NON -WOVEN) ON UPSTREAM S1DE 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.
]. SEE STRUCTURE TABLE., PROFILE, AND GRADING SHEET FOR ALL DIMENSIONS AND ELEVATIONS.
8. SILL ROCKSIBOULDERS 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.
3
O
CUTOFF ROCK BANKFULL WID
4' MIN.
@Q TOP F
FILTER FABRIC
(NON -WOVEN)
E o>�
-µ
Y
FOOTER
ROCK/BOULDER (TYR)
PLAN VIEW
CUTOFF ROCK
4 MIN.
Y
TOP ROCK INVERT ELEVATION
(STREAMBED ELEVATION &
STATION REFERENCE POINT)
ROCK
TOP ROCK INVERT ELEVATION
FLUSH WITH THALWEG
(STREAMBED ELEVATION &
STATION REFERENCE POINT) x FLOW STREAM BED
.ye.'' ye:
PLACE FILTER FABRIC ROP ROCK
(NON -WOVEN)
KEY MIN. 6" INTO BED.
FOOTER ROCK/BOULDERS
(COMPLETELY BURIED)
SEE SIZING CHART FOR ALL ROCK SIZING
PROFILE
ROCK SILL (RS) SCHEDULE
INVERT
TIE-JN
614NNFLu1
APPROX.
STREAM
ELEV.
ELEV.
WIDTH
STRUCTURE
SEWER
IMPACT
1.•Y•
'B"
DI
D50
NCDOT
NO.
STA
SITE NO-
ROCK SILL TYPE
MSL)
IMSL
FT
CLASS
NOTES
RS-1
11.50
S-1
DOWNSTREAM
570.5
572.E
44
2
1
CLASS 2
INSTALL FLUSH WITH CHANNEL INVERT. EXTEND CUTOFF ROCKS
FT INTO BANK- ROCKS SHALL BE FLAT SIDED AND STACKABLE-
RS'2
53+00
S4
DOWNSTREAM
574-0
$76-2
38
2
1
CLASS 2
INSTALL FLUSH WITH CHANNEL INVERT. EXTEND CUTOFF ROCKS 6
FT INTO BANK- ROCKS SHALL BE FLAT SIDED AND STACKABLE.
RS•3
76+60
S8
DOWNSTREAM
$81-0
681-8
8
4
2
NIA
INSTALL FLUSH WITH CHANNEL INVERT. EXTEND CUTOFF ROCKS
FT INTO BANK. ROCKS SHALL BE FLAT SIDED AND STACKABLE.
RS•4
77+30
S-7
DOWNSTREAM
5810
580-4
8
3
L5
N+A
INSTALL FLUSH WITH CHANNEL INVERT, EXTEND CUTOFF ROCKS 4
FT INTO BANK. ROCKS SHALL BE FLAT SIDED AND STACKABLE.
RS•5
93-60
8-8
DOWNSTREAM
576-0
578.1
35
2
1
CLASS 2
INSTALL FLUSH WITH CHANNEL INVERT. EMEND CUTOFF ROCKS 6
FT INTO BANK. ROCKS SHALL BE FLAT SIDED AND STACKABLE.
UPSTREAM ROCK SILL
SCALE: NTS DS
tLO DEESCAIP HION i
9 V Z. WrR7>rl.r N.vE. J
FINISHED M%DE -- - 3- woe aF VµYE + OR +pr STOIE-IAIINLT.I6 FTFEEAOI
6' 9R7E E
METHOD R 1B' +•MN. r F. PREG4'r CONCRETE REAR. f pEINEDRCED 1 IY7
(SEENOTEA) y:� - �r E.IRfH�PfOR L90O PlL OR 1e VFtl5Ff1 PIPE Z ;
2 E lJ y. PREE Sr cowAgiE PL.WII. L REINFORCEDI
r 1. 17-INCH LXF MSIGN µATERLSL I CCHETTTVCOQN ONT I
PLAN A STANDARD VµVE Sax TOP SECTION(SCOVER I.CAST
N6CONCRETEi Nfl. CI)
PRECAST CONCRETE BEAM OR1B.pRwP-CABTEII. 2
1R PRECAST CONCRETE PAIR RENOORCFII]
5I, ERA6EANDOOVER-EEEL1ErAu.
E3 �. µYE LOCnOVT A55E v-SEE DETx. P2
1 13. E%TEHSIOHSTELN ASSENSLT-SEE DETAILS Z
METHOD B s• r 1 14. wPVCPIPE-cats-DNe1 e. IXi21.OR aP�s. Q
(SEE NOTE E1j �A T 1 11 WELDED HARE FABRIC{ WAF)• l W2&V29. 1W OW.
18- t, -%r DA2EACH E]REW1S•lr' F 0
V 1i. +20Rr 1REd4i8•STIRRUPS •AS SH01m. J
g �P� 1� 14 AWOI+GCi410E COPPER TWSCER WYiE ITHWTIIWRH
6'Mfl Z L'--7 BLLCINSWVTgN. TERMIH4TE YliTHMNCH EJ[CFSS a ❑
s RRREICOILPJf1N NALYE Box fw.I
ELEVATIONS ELEVATION SEGTEgN 1a. 2M'OR srmmuEx.-r. arKe sNEx Tuew¢-6sTA'.. N Z
va•[NArft SCH 4O PVCLI]NDOIr Z Q
PRECAST CONCRETE BEAM AN RAM, LA R ERr Re4 PMC;WOftrA*TE
U
4 NOTES: inZ
20 7 A METNOOA SHALL BE REWIRED /N WATER AWHEASE- LU
MEHT013& WNEH VAl4E IWBW k**N VALUE
dS W
N 4 M(;iMpOBSH "S. jbE ON AEAA�DWHEN Vµ M PAV (n
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! ' zx PNNFNw.o oawc..Aua .,C W
C PAAETER OF RISER UAY VARv A9 FIEOVRED Ov vµVE
4 TTP. 9 ACTIIArdT, AS APPROViD 9Y EINA. X 7
0,I 1 p. FOR ta'AM SAIUjER VAL PLAIN HIL OPERATIPRW d
! 1'$ FORDILPYHU wLEEtlS.r4• RELOwf UNEN OF:ALtE. PRt1vIDE In
I! -� - ( EPTERSIOH STEI,6 WYM STOr NUT INXP HiLTELN AS W
f Y SHOWH.SEEE%TEH90NS[EAI OETAII.
t•i• r+ E ER MEJal 13RVALVEE EMN540N STESTEM
DETCUIRED J
irP �lY� E Rf6ARDlESSOFD ESEE E%TENSICIY SFEAI DETNL. Q0L
AM vµvE+POTWTrIR.1 SEE NOTE C1 Nx4a FIETHiDI Rout LU
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DESIGN REQUIREMENT$!
PLAN VIEW 1 PLAN SECTION a COCONCRE1 E r � M4"N m
PRECAST CONCRETE PAD VR1pED VAREFABRN:•AETMA155,Atri
� f¢
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SECTION 4I
PROFILE SI DE PRECAST CONCRETE FLOOR
L J -----
SLOPE.TO.-ELEVATION OF
CURB ANO GUTTER CA AS
DIRECTED EY ENG [NEER
LIMITS
2' o"
- -'-- -- • -- ---
L-A
DRIVEWAY WITH EXPRESSWAY CUTTER TRANSITION DRIVEWAY WITH 2'•6" CURS ANO OUTTEN'
PLAN VIEW OF TYPICAL CURD AND GUTTER__pCCURENCES
IB L� 12T F.m.� TY ^
vAR IASLE 10' 9IHOESTEO vMIABLE 10' SIEfFESiEO
.
JJ
A
B
- - - - - - - -
G, INrII}ILTION AA -AA -A ¢jE f}JTIpN a.1 R LEf i�1N yLi ION f-G
!� A 1PRE]P [�Y gLTTER TRANSITION G� P�RTTP i G T'6dUffll & R6G�'
�A
B EnOE OF PAVEMENT
` 1l v
E%PAIIBIdI JOINT LONTf1AL7ION .DINT
PLAN VIEW OF TRANSITION
EXPRESSWAY DUTTFA TO 2•-6" 0ke$ AND DUTTER
WTEs;
-IN THE TRANSITION FROM 4'-0" CONCRETE EXPRESSNMV El TTER TO Y'-0' CONCSETE
ED. ANII GI-.. PLACE 11' EXPANSION JOINTS AT 25' IWMFVALy-
'FE QrAM JOINTS ' DEEP AT 2'•S" INTOVALS RETA£EN EIPANSION JOIIITS-
! TOP
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JOINTS NI IN "PA M JOINT SEALING COYPdINO.
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N6EN EXIST " "I VENMv PAVEMENT [5 L'ONCIIRE,
6AeY CUT 2' NO AOINT AT THE ml.t OF TIE•IN. �-- T.I. PO<111LN OF OR1 uERAr
BAN DONUT PERPEITI- TO E_ OE E%IRT2NB NT NLv AT onrl s
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9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
LICENSE NO.: C-0381
CHARLOTTE
W TER
32270-016
Jot, No. File No. MALLARD CREEKWRFREUSELINE
s°°lee EXTENSION TO UNCC
PLAN 1•• -
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