20190265 Ver 1_Drawings/Maps/Site Plans_20190227

DESIGN COMPANY:
PLANS PREPARED BY: HAZEN AND SAWYER
LICENSE N0: C-0381
ADDRESS: 9101 SOUTHERN PINE BLVD., SUITE 250, CHARLOTTE, NC 28273
PHONE: [phone]
CONTACT- JAMES N. STRUVE
DATE DESIGN COMPLETED: XXXXXXXXX, 2019
SURVEY COMPANY:
SURVEYED BY: SURVEY AND MAPPING CONTROL, INC
ADDRESS: 12727 DORMAN ROAD, PINEMLLE, NC 28134
PHONE: [phone]
DATE SURVEY COMPLETED: JULY 2018
INSIDE CHARLOTTE: (/) YES ( ) NO:
TOPO N0:
CHARLOTTE
W6TER
WATER MAIN IMPROVEMENTS
CHARLOTTE WATER PROJECT NO. 2018000426
MECKLENBURG COUNTY, NORTH CAROLINA
MALLARD CREEK WRE REUSE LINE
EXTENSION TO UNC C
I limr" 1 1
VICINITY MAP
i•=rooal
MUNICIPALITY: CITY OF CHARLOTTE
NCDOT 16.1 ENCROACHMENT No. E102-060-18-00846
NCDOT 16.2 ENCROACHMENT No. XXXXX
NCDOT DRIVEWAY PERMIT No. XXXXX
DISTURBED AREA: 9.2 ACRES
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T�flI9[J$DI1&
CONSTRUCTION SHALL BE IN ACCORDANCE WITH
CHARLOTTE WATER STANDARD SPECIFICATIONS.
APPROVALS (SEALS)
NCP.E
SUMMARY OF PIPE & ATR RELEASE VALVES
SIZE I LENGTH I SIZE I LENGTH
TOTALN0. OF A1R RELEASE VALVES: - 5
TOTAL N0. LDTS SERVED: -
PRO ECT NAME: MALLARD CREEK WRF REUSE UNE
Jut$ NU:
DATE OF ACTIVATION:
GATE AS BIJILT- BY.

PROPERTY OWNER LIST
NO.
OWNER(S)
TAX PARCEL
DEED BOOK AND PAGE
PROPERTY ADDRESS
1
HILL/GRAY SEVEN, LLC
051-032-08
DR -22913 PG:241
11310 N. TRYON ST.
2
20D PAVILLION, LLC
051-032-07
06:30679 PG:745
200 PAVILLION BLVD.
STA 0+00 TO STA 10+00
PAV3 c/o PACEACEENTERTAINMENT CORP LION PARTNERS
E
051-032-33
DB:8391 PG 224
PAVILLION BLVD.
4
MARTIN MARIETTA MATERIALS, INC.
051-033-06
DB:7667 PG:632
MORNINGSTAR PLACE DR -
5
MARTIN MARIETTA MATERIALS, INC.
031-041-01
08:7667 PG:632
575 E. MALLARD CREEK CHURCH RD -
6
WITHROW FAMILY TRUST
D51 -033-05A
DB:12369 PG:864
201 BUNNYFlELD RD.
7
MARTIN MARIETTA MATERIALS, INC.
051-021-01
38:7667 PG:632
8
MECKLENBURG COUNTY
051 -021 -OB
D8:3032 PG:240
E MALLARD CREEK CHURCH RD.
9
JAMES FROSST ALEXANDER
051-021-02
DB:UNK PG:UNK
10400 N. TRYON ST
10MECKLENBURG
COUNTY
KIRK FARM FIELDS COMMUNITY PARK
051-021-09
MB:- PG:-
DB; 5636 PG:544
201 E MALLARD CREEK CHURCH RD.
11
MECKLENBURG COUNTY
049-382-03
D8:5944 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 P13:632
14
BELLSOUTH COMMUNICATIONS, INC
049-382-D2
DB:5373 PG:425
400 E. MALLARD CREEK CHURCH RD
15
STATE OF NORTH CAROUNA
051-021-03
D8:4521 PC: 695
16
MECKLENBURG COUNTY
051-032-06
DB:9893 PQ118
ACCESS ROUTES
15 ACCESS 4 AND 6
16 ACCESS 5, 7 AND 8
NCDOT PERMANENT ACCESS EXHIBIT
17
PLAN
18
1'=400'
MISCELLANEOUS
D1
SHEET INDEX
GENERAL
MISCELLANEOUS STANDARD DETAILS
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+25
ACCESS ROUTES
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
D1
STANDARD DETAILS
MISCELLANEOUS STANDARD DETAILS
D2
MISCELLANEOUS STANDARD DETAILS
D3
MISCELLANEOUS STANDARD DETAILS
D4
MISCELLANEOUS STANDARD DETAILS
REFERENCE DRAWINGS
R1
REFERENCE DRAWING
R2
REFERENCE DRAWING
R3
REFERENCE DRAWING
OACCESS POINT
APERMANENT EASEMENT PROPERTY OWNER

IN
ABBREVIATIONS
INV
INVERT
SYMBOLS
J
O
%PERCENT
LAYER OF SCREENING FINES SHALL BE USED UNDER ALL DEPOSITS OF
CHE OR OE
OVERHEAD ELECTRIC
41
AND
CHT
OVERHEAD TELEPHONE
f
AT
OHTV
OVERHEAD CABLE TV
MAXIMUM
A
MAILBOX
p
ABAN
ABANDCN/ED
PAE
PERMANENT ACCESS EASEMENT
ADD
ADDENDUM
PED
PEDESTAL
APPROX
APPROXIMATE
PG
PAGE
ARV
AIR RELEASE VALVE
PKWY
PARKWAY
ASPH
ASPHALT
PL OR R
PROPERTY UNE
NORTH CAROLINA DEPARTMENT
MONITOR AND REGORO THESE POINTS ON A DAILY BASIS UNTIL THE
PNG
PIEDMONT NATURAL GAS
NUMBER
B
PP
POWER POLE
NOT TO SCALE
SHALL BE AT NO ADDITIONAL COST TO THE OWNER.
PV
PLUG VALVE
BFV
BUTTERFLY VALVE
PVMT
PAVEMENT
BLDG
BUILDING
PWR
POWER
BLVD
BOULEVARD
14. CONTRACTOR TO PROVIDE BYPASS PUMPING PER SPECIFICATION SECTION
13. STORM DRAINAGE INLETS SHALL BE PROTECTED WITH APPROPRIATE EROSIDN
CI2505. CONTRACTOR SHALL PREPARE AND SUBMIT A BYPASS PUMPING
C
PLAN TO THE ENGINEER FOR APPROVAL
R
15. ELEVATIONS AND GRADES SHOWN WITHIN THESE CONTRACT DRAWINGS ARE
FINAL GRADING MAY BEGIN.
R/W OR RW
RIGHT OF WAY
CB
COLA
CATCH BASIN
CHARLOTTE -DOUGLAS
R
RADIUS
SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVE) AND
INTERNATIONAL AIRPORT
RCP
REINFORCED CONCRETE PIPE
CL OR
CENTERLINE
RD
RE CM
ROAD
ROLLED EROSION CONTROL MALTING
CLF
CMP
CHAIN LINK FENCE
CORRUGATED METAL PIPE
RJ
RESTRAINED JOINT
CD
CLEANOUT
RR
RAILROAD
CONC
CONCRETE
19, THE CONTRACTOR SHALL ADHERE TO ALL CONDITIONS AND REQUIREMENTS OF ALL
S
CW
CHARLOTTE WATER
FEDERAL REOULATONS. SEE PROJECT MANUAL APPENDICES.
UTILIZED DURING CONSTRUCTION TO EQUAL OR BETTER MAN EXISTING
CONDITION. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION CONTROL
SO
STORM GRAIN
SURFACES, THE CONTRACTOR SHALL PLACE SAND OR STONE SCREENINGS
D
SF
SILT FENCE
21 CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING SITE ACCESSIBLE FOR
EAT
AND DIRT OFF OF PUBLIC ROADS AND PRIVATE ENTRANCES, AND
SHT
SHEET
01
DUCTILEIRON
SSE
SANITARY SEAM EASEMENT
DI ORD
DIAMETER
SSMH
SANITARY SEWER MANHOLE
DIM
DIMENSION
SS
SANITARY SEWER
DIP
DUCTILE IRON PIPE
STA
STATION
DWG
DRAWING
STD
STANDARD
CONTROL.
REMOVED WHEN WORK IS COMPLETED AND ENGINEER AUTHORIZES REMOVAL
SWAB
SEWER
ENERGY RIGHT-OF-WAY. VEHCLE PARKING IS ALLOWED_
XISTHNG
QUALITY (HWO) ZONES, AND SLOPES STEEPER THAN 3H:1V FOLLOWING
WETLANDS REQUIREMENTS
E
T
EIP
IRON PIN
SHALL BE IMPLEMENTED. REMOVE ME TOP 12 -INCHES OF EXCAVATED
CALENDAR DAYS. ALL OTHER SLOPES OF 31:1V OR FLATTER, EXCEPT
ELEV OR EL
ELEVATION
TEM
TEMPORARY BENCH MARK
EMH
EXISTING MANHOLE
ICE
TEMPORARY CONSTRUCTION
ESMT
EASEMENT
2. ANII-SEEPAGE COLLARS SHALL BE PLACED AROUND THE PIPE ON OTHER
EASEMENT
EX
EXISTING
TD
TEMPORARY DIVERSION
A FILTER BAG
TEL
TELEPHONE
DETAIL 2/05.
F
TEMP
TEMPORARY
TYP
TYPICAL
FES
FLARED END SECTION
FFT
FIBER FILTRATION TUBE
u
FH
FIRE HYDRANT
FM
FORCE MHN
UG
UNDERGROUND
FO
FIBER OPTIC CABLE
UGE
UNDERGROUND ELECTRIC
FRPM
FIBERGLASS REINFORCED PLASTIC MORTAR
UGT
UNDERGROUND TELEPHONE
UCTV
UNDERGROUND CABLE TV
G
V
G
GAS
GR
GRADE
VERT
VERTICAL
GV
GATE VALVE OR GAS VALVE
W
H
W
WATER
HORZ
HORIZONTAL
WL
WATER LINE
HW
HEADWALL
WM
WATER METER
HWY
HIGHWAY
W/
NTH
HYD
HYDRANT
W/0
HTICUT
WV
WATER VALVE
IN
INCHES
INV
INVERT
CAN BE INSTALLED IN ONE DAYS TIME SHALL BE OPEN AT ANY TIME, NTH
J
JT
JOINT
LAYER OF SCREENING FINES SHALL BE USED UNDER ALL DEPOSITS OF
L
LF
LINEAR FOOT
LOC
LIMITS OF CONSTRUCTION
LP
LIGHT POLE
SEEDED WITH TEMPORARY SEEDING MEASURES IF APPROPRIATE
M
MAX
MAXIMUM
MB
MAILBOX
MEOH
MECHANICAL
MIN
MINIMUM
MISC
MISCELLANEOUS
MJ
MECHANICAL JOINT
MON
MONUMENT
BEGIN. ANY TOPSOIL STRIPPED SHALL BE STOCKPILED ONSITE IN LOCATION
N
N
NORTH
NCDENR
NORTH CAROLINA DEPARTMENT OF
ESTABLISH CONTROL POINTS FOR MEASURING SETTLEMENT OF THE ROAD AT
ENVIRONMENTAL AND NATURAL
10 FT. INTERVALS ALONG THE CENIERUNE AND 10 FT. EACH SDE OF THE
RESOURCES
NCDOT
NORTH CAROLINA DEPARTMENT
MONITOR AND REGORO THESE POINTS ON A DAILY BASIS UNTIL THE
OF TRANSPORTATION
NO OR I
NUMBER
N -S
NCRFCLK-SOUTHERN
NTS
NOT TO SCALE
.,•Wrti rf \�f.Wi�li Tf�N��f�i�,
1. CONTRACTOR SHALL SIGN AND IMPLEMENT THE REQUIREMENTS OF THE
STATE APPROVED EROSON CONTROL PLAN AND THE NORTH CAROLINA
POLLUTANT DISCHARGE ELIMINATCN SYSTEM (NPDES) GENERAL PERMIT FOR
STORMWNATER DISCHARGES ASSOCIATED NTH 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 NOnFY THE STATE LAND QUALITY SECTION, AT
[phone], AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION
7. ALL PIPE WORK SHALL BE INSTALLED IN ACCORDANCE WITH STANDARD
7. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY WASTEWATER SPILLS THAT
CONSTRUCTION TECHNIQUES ONLY THE LENGTH OF TRENCH IN WHICH PIPE
OCCUR DURING CONSTRUCTION AND ASSOCIATED FINES FROM STATE
CAN BE INSTALLED IN ONE DAYS TIME SHALL BE OPEN AT ANY TIME, NTH
REGULATORY AGENCIES..
SPOIL MATERIAL PLACED ON THE UPHILL SDE OF THE TRENCH. A BASE
GENERAL NOTES
LAYER OF SCREENING FINES SHALL BE USED UNDER ALL DEPOSITS OF
B. ANY LAND CORNER, PROPERTY MONUMENTATION, OR BENCHMARK WTHIN
SPOIL MATERIALS ALONG THE ROADWAY. PIPING SHALL BE CAPPED AT END
THE UNITS OF CONSTRUCTION SHALL BE PROTECTED. IF A CORNER
OF EACH DAYS WORK TO PREVENT SEDIMENT FROM ENTERING, TRENCH
MONUMENT IS IN DANCER OF BEING DESTROYED, THE CONTRACTOR SHALL
SHALL BE BACKFILLED AT END OF EACH DAYS WORK AND DISTURBED ATEA
NOTIFY THE OPMER IMMEDIATELY. ANY CORNER MONUMENT DISTURBED OR
SEEDED WITH TEMPORARY SEEDING MEASURES IF APPROPRIATE
DESTROYED SHALL BE RESET BY A PROFESSIONAL LAND SURVEYOR
APPROXIMATE.
REGISTERED IN THE STATE OF NO AT THE CONTRACTOR'S EXPENSE.
8. TEMPORARY STREAM CROSSNG SHALL BE INSTALLED AS NEEDED, AND
CONTRACTOR TO PROTECT OR REPLACE NCDOT RIGHT-OF-WAY MARKERS
REMOVED IMMEDIATELY WHEN THEY ARE NO LONGER NEEDED. STREAM
OR MONUMENTS PER NCDOT 806.01.
CHANNEL SHALL BE RESTORED TO ITS ORIGINAL CROSS-SECTION, AND
3. CONTACT THE LOCAL PUBLIC UTIUnES LOCATING SERVICE TO LOCATE
STABLIZED. UPON COMPLETION OF WORK WITHIN THE STREAM FOR GRAVITY
9. CONTACT CW PROJECT INSPECTOR IMMEDIATELY REGARDING ANY CONFLICTS
SEWER INSTALLATION, PERMANENT STREAM CROSSINGS SHALL BE INSTALLED
THAT ARISE CURING CONSTRUCTION OF WORK SHOWN ON THE DRAWINGS
PER THE CONTRACT DRAWINGS.
FOR LOCATING ANO PROTECTING EXISTING UnUTIES, WHETHER SHOWN OR
BEGIN. ANY TOPSOIL STRIPPED SHALL BE STOCKPILED ONSITE IN LOCATION
10. FOR ALL TIE-IN PIPING OR CROSSINGS CONTRACTOR SHALL VERIFY ALL
9. PRIOR TO BEGINNING D(CAVATON FOR BORE/RECEIVING PITS, THE
EXISTING PIPEUNE ELEVATICNS, LOCATIONS, DIAMETERS, AND MATERIALS
CONTRACTOR SHALL HAVE A PLS (PROFESSIONAL LICENSED SURVEYOR)
PRIOR TO SHOP DRAWING SUBMITTALS, NOTIFYING THE ENGINEER OF ANY
ESTABLISH CONTROL POINTS FOR MEASURING SETTLEMENT OF THE ROAD AT
CONFLICTS.
10 FT. INTERVALS ALONG THE CENIERUNE AND 10 FT. EACH SDE OF THE
AND COORDINATES ARE NO STATE PLANE COORDINATE SYSTEM (1983
PIPELINE. THE PLS SHALL BE LICENSED IN THE STATE OF NC AND SHALL
11. ALL DRIVEWAYS, GRAIN PIPES, HEADWALLS, AND OTHER PHYSICAL FEATURES
MONITOR AND REGORO THESE POINTS ON A DAILY BASIS UNTIL THE
SHALL BE RESTORED TO EQUAL OR BETTER THAN EXISTING CONDITION, IN
CONSTRUCTION OF THE BORE/TUNNEL 15 COMPLETED.
BOM NEW AND EXISTING RIGHTS-OF-WAY AND WITHIN ANY TEMPORARY
EASEMENT AREAS ANY STRUCTURES CR DRIVEWAYS CIMRBD OUTSIDE
10. CONTRACTOR MAY BE REQUIRED TO PUMP STORM WATER AROUND
THE RIGHT-OF-WAY OR EASEMENT SHALL ALSO BE FULLY RESTORED TO
MEASURES SHOULD THEY FAIL DURING A SIGNIFICANT STORM EVENT. THIS
THE OWNER'S SATISFACTION AT NO ADDITIONAL COST TO THE OWNER_
SHALL BE AT NO ADDITIONAL COST TO THE OWNER.
SHOWN ON THE CRAVINGS.
CONTRACTOR'S RESPONSIBILITY, AND SHALL BE STOCKPILED AT LOCATIONS
12. CONTRACTOR TO DIG TEST PITS AND DETERMINE ELEVATION OF ALL KNOWN
11. ANY EXCAVATION DEWATERING FLOWS SHALL PASS THROUGH SEDIMENT
CONFLICTS AT LEAST 1000 FEET AHEAD OF PIPE OR CASING INSTALLATION.
FILTERING DEVICE BEFORE DISCHARGE.
EQUIPMENT SHALL BE FENCED WITH TEMPORARY SAFETY FENCING AT LEAST
MARSH
13. CLASS B CONCRETE MIX DESIGN SHALL HAVE A MINIMUM 20 -DAY
12. CREEKBANK STABIUZATION (IF INDICATED), SHALL BEGIN IMMEDIATELY AFTER
COMPRESSIVE STRENGTH OF 3000 PS. SEE SPECIFICATIONS
INSTALLATION OF PIPE SEGMENT.
14. CONTRACTOR TO PROVIDE BYPASS PUMPING PER SPECIFICATION SECTION
13. STORM DRAINAGE INLETS SHALL BE PROTECTED WITH APPROPRIATE EROSIDN
CI2505. CONTRACTOR SHALL PREPARE AND SUBMIT A BYPASS PUMPING
CONTROL MEASURES AT ALL TIMES
PLAN TO THE ENGINEER FOR APPROVAL
14 ONCE ALL EARTHWORK AND CONSTRUCTION ACTIVITIES ARE COMPLETF,
15. ELEVATIONS AND GRADES SHOWN WITHIN THESE CONTRACT DRAWINGS ARE
FINAL GRADING MAY BEGIN.
CRITICAL TD THIS SEWER INSTALLATION. CONTRACTOR'S PROFE90NAL LAND
SURVEYOR SHALL WAIFY LINES AND GRADES THROUGHOUT THE 14STALLATION
15. ONCE PERMANENT STABILIZATION HAS OCCURRED, AND APPROVAL OF THE
PROCESS.
STATE LAND QUALITY SECTION (919) (791-4200) HAS BEEN GRANTED,
15. EXCESS EXCAVATED MATERIAL AND EXISTING MANHOLES AND PIPING REMOVED
TEMPORARY SEDIMENT CONTROL MEASURES MAY BE REMOVED. ANY AREAS
SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVE) AND
DISTURBED BY THE REMOVAL OF THESE MEASURES SHALL BE RETURNED AS
PROPERLY PERMITTED OFFSITE LOCATION. CONTRACTOR SHALL PROVIDE TO
CLOSELY AS POSSIBLE TD ORIGINAL CONOMON AND SEEDED, MULCHED, AND
ENGINEER PROOF OF PERMIT.
FERTILIZED.
STORM DRAIN /CATCH BASIN
17. REPLACE ALL EXISTING FENCES IMMEDIATELY AFTER CONSTRUCTON HAS CLEARED
16. LIMITS OF CONSTRUCTION (LOC) TO BE EDGE OF EXISTING CONSTRUCTION
THE FENCE LINE TEMPORARY FENCES THAT PROVIDE EQUAL SECURITY SHALL BE
EASEMENT (ICE), EDGE OF PAVEMENT (ECP) OR SILT FENCE LINE (OPEN
ERECTED UNTIL THE EXISTING FENCE CAN BE RESET.
AREAS) AS INDICATED ON INDIVIDUAL DRAWNGS,
I& CONTRACTOR TO SUBMIT TRAFFIC CONTROL & SAFETY RAN FOR APPROVAL PRIOR
17. CONTRACTOR IS RESPONSIBLE FOR PROCURING WRITTEN PERMISSION TO USE
TO SHUTTING DOWN ANY PORTION OF ANY ROADWAY.
ANY ADDITIONAL AREAS REWIRED FOR CONSTRUCTING THE PROJECT THAT
19, THE CONTRACTOR SHALL ADHERE TO ALL CONDITIONS AND REQUIREMENTS OF ALL
ARE OUTSIDE ME EXISTING EASEMENTS AND RIGHT-OF-WAYS CONTRACTOR
PERMITS THAT HAVE BEEN OBTAINED AND ALL AVAILABLE LOCAL, STATE AND
SHALL BE RESPONSIBLE FOR REHABILITATING ANY ADDITIONAL AREAS
FEDERAL REOULATONS. SEE PROJECT MANUAL APPENDICES.
UTILIZED DURING CONSTRUCTION TO EQUAL OR BETTER MAN EXISTING
CONDITION. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION CONTROL
211 WHEN EXCAVATED MATERIALS ARE PLACED ON ROADWAY OR PARKING LOT
DEVICES IN ALL AREAS UTILIZED BY THE CONTRACTOR TO CONSTRUCT THE
SURFACES, THE CONTRACTOR SHALL PLACE SAND OR STONE SCREENINGS
PROJECT INCLUDING STAGING, STORAGE ON511E STOCKPILING AND OFFSITE
LNDDRNEATH THE EXCAVATED MATERIALS ON THE PAVEMENT.
STOCKPILING AND OFFSITE DISPOSAL AREAS. CONTRACTOR SHALL FOLLOW
ALL LOCAL REGULATIONS REGARDING THE WORK. INCLUDING KEEPING MUD
21 CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING SITE ACCESSIBLE FOR
EAT
AND DIRT OFF OF PUBLIC ROADS AND PRIVATE ENTRANCES, AND
ALL TIMES.
EMERGENCY VEHICLES
REHABIUTATING STAGING, STORAGE OR STOCKPILING AREAS TO EQUAL OR
22. CONTRACTOR SHALL LIMIT CONSTRUCTION TRAFFIC OVER ANY EXISTING SEWER
BETTER THAN EXISTING CONDITION. CONTRACTOR SHALL TAKE ALL
UNES. NO MATERIALS SHALL BE STOCKPILED OVER FISTING SEWER LINES
REA50NABLE MEASURES TO PREVENT TRACKING MUD/SOIL ONTO ADJACENT
CONTRACTOR SHALL PROTECT EXISTING SEVEM IF CROSSING 19 REQUIRED.
ROADWAYS. ANY MUD/SOL TRACKED ON ROADWAYS SHALL BE CLEANED
SUBMIT CROSSING PLAN FOR APPROVAL TO THE OWNER.
DAILY. FOLLOWNG COMPLETION OF CONSTRUCTION, RESTORE ALL
CONSTRUCTION SITE ACCESS AREAS TO A CONDITION EQUAL TO CR SETTER
23 CONTRACTOR TO ACCESS PROTECT FROM ACCESS POINTS AS SHOWN ON THE
THAN ORIGINAL
DRAWNGS. CONTRACTOR MAY, AT HIS UPTON, OBTAIN AODITONAL ACCESS AND
WORK AREAS FROM PRIVATE PROPERTY OWNERS AT NO ADDITIONAL COST TO THE
18. EROSION AND SEDIMENTATION CONTROL FACIUTIES SHALL BE INSTALLED
OWNER. PROVIDED THE CONTRACTOR STRICTLY ADHERES TO ALL LAWS AND
PRIOR TO CLEARING OR PERFORMING EXCAVATION IN ANY AREA. EROSION
R£GULAnONS PERTAINING TO STREAMS WETLANDS AND SEDIMENT AND EROSION
CONTROL FACILITIES SHALL BE MAINTAINED DURING WORK AND SHALL BE
CONTROL.
REMOVED WHEN WORK IS COMPLETED AND ENGINEER AUTHORIZES REMOVAL
24. CONTRACTOR SHALL NOT STOCKPILE ANY CONSTRUCTION MATERIALS WITHIN DUKE
AS PER NCOEQ DONSTRUCTON GENERAL PERMIT NCGO1, PERIMETER DIKES,
ENERGY RIGHT-OF-WAY. VEHCLE PARKING IS ALLOWED_
SWALES DITCHES AND SLOPES, DISTURBED AREAS MTHIN HIGH WATER
QUALITY (HWO) ZONES, AND SLOPES STEEPER THAN 3H:1V FOLLOWING
WETLANDS REQUIREMENTS
COMPLETION OF ANY PHASE OF GRADING, SHALL BE PLANTED OR
OTHERWISE PROVIDED NTH TEMPORARY OR PERMANENT GROUND COVER,
1. FOR PIPELINE INSTALLATION IN WETLANDS, MEASURES TO MINIMIZE IMPACTS
DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION MTHIN 7
SHALL BE IMPLEMENTED. REMOVE ME TOP 12 -INCHES OF EXCAVATED
CALENDAR DAYS. ALL OTHER SLOPES OF 31:1V OR FLATTER, EXCEPT
SOILS AND STOCKPILE. FOLLOWING TRENCH BACKFILL, REPLACE NTH
THOSE MTH SLOPES GREATER THAN 50 FEET IN LENGTH OR WITHIN HWQ
EXCAVATED STOCKPILE AND SEED ACCORDING TO THE SEEDING SCHEDULE.
ZONES FOLLOWING COMPLETION OF ANY PHASE OF GRADING, SHALL BE
CONTRACTOR WILL BE REQUIRED TO SEB) WETLANDS AREA WTHIN 14 DAYS
PLANTED OR OTHERWISE PROVIDED NTH TEMPORARY OR PERMANENT
OF COMPLETING DISTURBANCE.
GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN
EROSION WITHIN 14 CALENDAR DAYS_ CONTRACT DOCUMENTS SUPERSEDE
2. ANII-SEEPAGE COLLARS SHALL BE PLACED AROUND THE PIPE ON OTHER
GW DESIGN STANDARDS.
SDE OF THE WETLAND. INSTALLATION SHALL FOLLOW USAGE NATIONWIDE
12 REQUIREMENTS
19. WHEN DEWATERING TRENCHES, TURBID WATER SHALL BE PUMPED THROUGH
A FILTER BAG
3. BANKS OF CREEKS SHALL BE STABIUZED WM VEGETATIVE MATTING PER
DETAIL 2/05.
ACTIVITIES. 20. PROVIDE TEMPORARY DITCH UNING FOR DIS UR13ED DITCH LINES OR OTHER
AREAS OF CONCENTRATED ROW WHERE SLOPE IS GREATER THAN 2% 4. NO NET FILL ADDED OR REMOVED FROM THE WETLANDS AREAS,
2. SOL EXPLORATION WORK (IF APPLICABLE) IS INCLUDED IN THE CONTRACT
9re RUaAllrsw•eor
DOCUMENTS AND IS SOLELY TO ASSIST BIDDERS IN ASSESSING THE NATURE
21, INLET PROTECTION IS REWIRED FOR ALL INLETS LOCATED IN THE WORWNG AREA
AND EXTENT OF TESTING PROCEDURES REQUIRED TO MAKE THBR OWN
AND ADJACENT AREAS AND REQUIRED UNTIL THE SITE IS FULLY STA3LI2ED.
OF ACTUAL SUURFACE CONDInNS THAT WILL BE
ENCOUNTEREDN DURING THE COUURRSE OF THE WORK. NO REPRESENTATION IS
GENERAL NOTES
MADE OR WILL BE GIVEN BY THE ENGINEER CONCERNING ACTUAL
•
CONDITIONS THAT WILL BE ENCOUNTERED, ALL BIDDERS SHALL CONDUCT
1. CONTACT CHARLOTTE WATER (CW) PROJECT MANAGER (WLUAM DEAL) AND
ALL INVESTIGATIONS AND TESTING THEY DEEM NECESSARY TO ARRIVE AT
INSPECTOR BY PHONE OR IN PERSON A MINIMUM OF 40 BUSINESS HOURS PRIOR
THEIR OWN CONCLUSCNS REGARDING SUCH CONDITIONS PRIOR TO
TO BEGINNING LAND DISTURBNG ACTIVITY. CHARLOTTE WATER TEL NC. IS
SUBMISSION OF THEIR BID. SOIL BORING PROFILE ELEVATIONS ARE
704-399-2221.
APPROXIMATE.
2. ALL WORK SHALL COMPLY WITH CONTRACT DOCUMENTS AS DESCRIBED IN
3. ONCE ALL PERIMETER EROSION CONTROL MEASURES HAVE BEEN INSTALLED,
THE PROJECT MANUAL, CONTRACT DOCUMENTS SUPERCEDE CW
THE SITE SHALL BE CLEARED AND GRUBBED, AS REQUIRED, WITHIN THE
STANDARDS
LIMITS OF DISTURBANCE (LOD) AS SHOWN ON ME CONTRACT DRAWINGS.
3. CONTACT THE LOCAL PUBLIC UTIUnES LOCATING SERVICE TO LOCATE
ADDITIONAL SILT FENCE AND SILT FENCE STONE OUTLETS MAY BE REWIRED
UTILITIES IN THE AREA BEFORE ANY EXCAVATION. ALL EXISTING UTIUTIES
BASED ON FIELD CONDITIONS AS DIRECTED BY ENGINEER.
MAY NOT BE SHOWN ON THE DRAWNGS. CONTRACTOR IS RESPONSIBLE
4. ONCE CLEARING AND GRUBBING IS COMPLETE, PIPEUNE ACTIVITIES MAY
FOR LOCATING ANO PROTECTING EXISTING UnUTIES, WHETHER SHOWN OR
BEGIN. ANY TOPSOIL STRIPPED SHALL BE STOCKPILED ONSITE IN LOCATION
NOT, AND REPAIRING ALL DAMAGE TO UTILITIES AT HIS OWN EXPENSE
DESIGNATED BY THE OWNER OR ENGINEER. ME STOCKPILE SHALL HAVE A
CONTACT NC ONE CALL AT 811 OR 80D-832-4949.
PERIMETER SILT FENCE: INSTALLED AS DIRECTED BY THE ENGINEER AND
4, THE TOPOGRAPHIC MAPS WERE PREPARED FROM GROUND SURVEY AND
SHALL BE SEEDED NTH TEMPORARY SEEDING MEASURES. THE EROSION
AERIAL MAPPING SURVEY -CONTOUR INTERVAL OF 1 FOOT. GRID SYSTEM
CONTROL AND SEEDING MEASURES FOR THE STOCKPILE AREA SHALL BE
AND COORDINATES ARE NO STATE PLANE COORDINATE SYSTEM (1983
MAINTAINED FOR THE DURATION OF CONSTRUCTION ACTIVITIES.
DATUM).
5. EARTHWORK EXCAVATION AND FILL OPERATIONS CAN BEGAN ONCE TOPSOIL
-��-
HAS BEEN REMOVED AND STOCKPILED.
5. OISTU RBANCE SHALL BE UNITED TO ME PERMANENT AND TEMPORARY CW
EASEMENT AREAS FOR WHICH ENCROACHMENT AGREEMENTS HAVE BEEN
6. ALL EXCESS SOILS RESULTING FROM EARIHWORK OPERATIONS NECESSARY
OBTAINED. CONTRACTOR SHALL REMOVE ALL TREES WITHIN THE UMITS OF
FOR INSTALLATION OF PIPES SHALL BE STOCKPILED ONSITE OR REMOVED
THE PERMANENT CW RIGHT-OF-WAY, EXCEPT WHERE TREE PROTECTION IS
FROM SITE BY CONTRACTOR. ANY SOILS TAKEN OFFSTE BECOME THE
SHOWN ON THE CRAVINGS.
CONTRACTOR'S RESPONSIBILITY, AND SHALL BE STOCKPILED AT LOCATIONS
--------
WITH ALL REQUIRE] STATE AND LOCAL REcuLAnONs AND PERMITS.
8 ALL AREAS WITH OPEN IXCAVATONS OPEN VAULTS OR MANHOLES, OR
EXSTNG IRON PN
EQUIPMENT SHALL BE FENCED WITH TEMPORARY SAFETY FENCING AT LEAST
MARSH
4 FEET HIGH AT END OF EACH WORK DAY.
>�em,1 Iesy, o:�Pa-nx�n�7a me�od,.�p,.��cxve., e,,�x m� re.,a er p_. wua ��1um-nn�wzro�e�e��o�.�� rcx�nno�e-re
5. SEDIMENT CONTROL MEASURES TO BORDER UMITS OF DISTURBANCE, AS
SHOWN. INSTAL FIBER FILTRATION TUBES AND SILT FENCE WHERE
INDICATED
6. DRAINAGE DITCHES INDICATED AS WETLANDS SHALL BE RECONSTRUCTED TO
THEIR ORIGINAL CONTOURS, SEEDED IN ACCORDANCE AS NOTED ABOVE AND
STABILIZED WITH SURFACE EROSION CONTROL MATTING, STAPLED TO THE
SURFACE. SOIL EROSION MEASURES WLL BE INSTALLED TO PREVENT
SCOURING OF THE DITCH WRING CONSTRUCTION. SEE DETAIL 5/0.
7. ANY DEWATERING WILL BE DISCHARGED EITHER INTO A SEDIMENTATION
DEVICE OR A SILT BAG PRIOR TO DISCHARGE IN TO THE WETLANDS AREA.
SFE DETAIL 0227038,
B. SEE TECHNICAL SPEORCAnONS 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 CR AFTER
WETLAND CROSSINGS.
10, THE CONTRACTOR SHALL STABIUZE THE DISTURBED AREAS ADJACENT TO
WETLANDS AND WATERS OF THE STATE IMMEDIATELY FOLLOWING
INSTALLATION.
LEGEND
PROPDSED AIR RELEASE VAULT
9re RUaAllrsw•eor
EXISTING Q SAN. SWR,
n.e.F,.r Psr:err,oxP
PROPDSED (L FORCEMAN @ GRAVITY SEWER
Teleie
EXISTING SAN SMR. MANHOLE
O
PROPDSED SAN SWR MANHOLE
•
EXISTING WATER MAIN��
IF��
I� ilepH }I w1Wpe
EXISTING WATER VALVE
fCga Nl eeep•Pee1r NNJON e]enyri.
EXISTING FIRE HYDRANT
weer.
WATER METER
a
UNDERGROUND TELEPHONE
wl
OVERHEAD TELEPHONE
CNE
UNDERGROUND CABLE TT
UGry
OVERHEAD CABLE TV
OHTV
UNDERGROUND FIBER OPTIC
FEC
UNDERGROUND ELECTRIC
UGE
OVERHEAD ELECTRIC
ONE
UTILITY POLE /CUY WIRE
TOWER UNE
tF
EXISTING GAS MAIN
TMT Y OAS
GAS VALVE
••
GAS TEST WELL
EXISTING WATER OR SEWER R/W
�GfcTw
PERMANENT EASEMENT
-��-
PERMANENT ACCESS EASEMENT
-•_
PROPOSED TCE/LOC�-a-
ROAD/SIREET R/W7
-ROL-
PROPERTY LINE
--It--
EDGE OF PAVEMENT
--------
GROUND PROFILE
V�
EXSTNG IRON PN
N
MARSH
-6 - 6 -
CREK OR BRANCH
TOP OF BANK/SLOPE
' .10 , '
TOE OF BANK/SLOPE
.TGE.
RIP - RAP
WOODSLINE
TREE
rkl
BUILDING
-
RAILROAD
GUARD RAIL
BRIDGE
FENCE ( LABEL TYPE)
STREET SIGN ( LABEL TYPE )
STORM DRAIN /CATCH BASIN
SEDIMENT FENCE (SILT FENCE) STD. &62 -°-
CHECK DAM STD. BAA
TEMPORARY STREAM CROSSING STD. E.C. 1 -
STCNE FILLED BURLAP BAGS STD. E.C. 2 -
Q
STONE AND CONCRETE RIP -RAP STD. E.C. 3 -
ROLLED EROSION CONTROL MATTING STD, 5.17 -
TREE PROTECTION BARRIER FENCE
�-
FIBER FILTRATION TUBES (FFD)
TEMPORARY CONSTRUCTION EASEMENT
- -
OUTLET PROTECTION
u....,......i,....,yi..,.. w.v- x.,,.,.,.,::,. vsc.m.......w _
NEW STAEILISATION NMEFRAMES
9re RUaAllrsw•eor
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weer.
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70+00 71+00 72+00 73+00 74+13D 75+00 75+00 77+00 78+00 79+00
PROFILE
HORZ: 1"=40EXIST 25'
\ EXIST FEMA
LANE CONSTRUCTION CORP.
�p PI:051-021-03B
DB:NR PG NR
E. MALLARD CREEKCHURCH RD.
SEE Df TAIL 0227039 V
A
JAMES FROSST ALD(ANDER
P 1:051-021-02
DB:UNK PG:UNK
10400 N. TRYON ST
— I— o:\.-rul\nve- ,\-k,\—,.\an\—,y ar c — s...a 8� y.. u -\TBLO n\3�bm —\HAE\Mi ffl \aP` -\+azia-me
VERT: 1"=4'
80+00
oZ
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V
PERMANENT
EASEMENT
ATH LETIC FlELD
� ✓rw—w
-� irte.Mn i.Ru rvu�
SEE DETA/L 1/01
�j STA. 75+95.45
\�I! 5-
LOC
AND 11.25'
PROP SILT FENCE, TYP
SEE DETAIL 0227000
10
A
CPROP OMBO/ BEND
\ °►
-�'
PROP STABILIZED OUTLET
FOR SILT FENCE, TYP
MECKLENBURG COUNTY
pl:osl-021-0921-09
�
\
SEEDETAIL 0227024
M B:- PG:-
\
\
I S-6 PERMANENT
\ STREAM CROSSING),
201 E MALLARD CREEK CHURCH RD.
\I SEE DETAIL 1/D1
(KIRK FARM FIELDS COMMUNITY PARK)
\
\a
PLAN
No. Date By
STA SEPARATION 1 HORIZONTAL (FT) 1 VERTICAL (FT) I
PARAMETER REQUIRED ACTUAL REQUIRED ACTUAL
3.0 5.0
i

10GYR FLOOD
G RAGE
PROP 16" REUSE LINE
80+00 81+00 82+00 B3+00 84+00 85+00 88+00 87+00 88+00 89+00 90+00
PROFILE
HORZ: 1"=40'
VERT: 1"=4'
wo
ELEVATED BOARDWALK LANE CONSTRUCTION CORP.
\\
PI:051-021-038 `NCDOT MITIGATION WETLAND SITE _r _
DB:NR PG NR
oop E. MALLARD CREEKCHURCH RD. --------����
Exwlwpss
1p
PROP STABIL/ZED OUTLET x ssMH E%ST 20'
FOR SILT FENCE, TYP RIM: 567.16 PROP SILT FENCE, TYP EAMAENT
SEE D£TA/L 0227024 /NV IN: 557.53 SEE DETAIL 0227000 55'
INV OUT: 557.33
82+00 00 84+00 85+00 1 86+00 67+00
70'
—sas ATHLETICFIELD PERMANENT
EASEMENT
PROP 16" REUSE L/NE _
10
MECKLENBURG COUNTY
P 1:051-021-09
MB: -PG '-
DB:5636
B:-PG:-
DB:5636 PG:544
201 E MALLARD CREEK CHURCH RD.
(KIRK FARM FIELDS COMMUNITY PARK)
PLAN
1'_4-O.
x,mn, icwn n\sszro-wuµzna-of%np,\o�kiW+�\+zM Bf-- s...d e� yam. ue=Fa-\�%ocn"\zzvaaie-re meag\nzm-me-auc_\aec\szzia-me-Erc
STA SEPARATION 1 HORIZONTAL FT VERTICAL FT I
PARAMETER I REQUIRED I ACTUAL I REQUIRED I ACTUAL
FlNAL EARTH GRADE 3.D 5.4
a
—o—
X
�INV
/* 360.13 13
INV OUT., 559.93ssh.
RIM: 587.79
DC
°° 89+00 sOti
Hazen
�M ac
W HAZEN AND SAWYER
Z 9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
U LICENSE NO.: C-0381
\ CHARLOTTE
W TER
=70 -ata
JYb No- Pne N. MALLAROCREEK MYRFREUSE LINE
scales
PLAN EXTENSION TO UNCC
t = w
PROFILE t. _ 40.
Hd'.
yam• STA 80+00 TO STA 90+00
As Bullt Date
Sheet Of
5&MC JOG GNF JNS 12 ZB
No. Date By fleVlebn Surveyed By D..fT a By drawn By P oj,.t—Eng A roved B Date
=2
—�
X SSMN
RIM_' 589.09
In
INV IN: 577.53
INV OUT.• 577.63
61+00
Exwlwpss
1p
PROP STABIL/ZED OUTLET x ssMH E%ST 20'
FOR SILT FENCE, TYP RIM: 567.16 PROP SILT FENCE, TYP EAMAENT
SEE D£TA/L 0227024 /NV IN: 557.53 SEE DETAIL 0227000 55'
INV OUT: 557.33
82+00 00 84+00 85+00 1 86+00 67+00
70'
—sas ATHLETICFIELD PERMANENT
EASEMENT
PROP 16" REUSE L/NE _
10
MECKLENBURG COUNTY
P 1:051-021-09
MB: -PG '-
DB:5636
B:-PG:-
DB:5636 PG:544
201 E MALLARD CREEK CHURCH RD.
(KIRK FARM FIELDS COMMUNITY PARK)
PLAN
1'_4-O.
x,mn, icwn n\sszro-wuµzna-of%np,\o�kiW+�\+zM Bf-- s...d e� yam. ue=Fa-\�%ocn"\zzvaaie-re meag\nzm-me-auc_\aec\szzia-me-Erc
STA SEPARATION 1 HORIZONTAL FT VERTICAL FT I
PARAMETER I REQUIRED I ACTUAL I REQUIRED I ACTUAL
FlNAL EARTH GRADE 3.D 5.4
a
—o—
X
�INV
/* 360.13 13
INV OUT., 559.93ssh.
RIM: 587.79
DC
°° 89+00 sOti
Hazen
�M ac
W HAZEN AND SAWYER
Z 9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
U LICENSE NO.: C-0381
\ CHARLOTTE
W TER
=70 -ata
JYb No- Pne N. MALLAROCREEK MYRFREUSE LINE
scales
PLAN EXTENSION TO UNCC
t = w
PROFILE t. _ 40.
Hd'.
yam• STA 80+00 TO STA 90+00
As Bullt Date
Sheet Of
5&MC JOG GNF JNS 12 ZB
No. Date By fleVlebn Surveyed By D..fT a By drawn By P oj,.t—Eng A roved B Date

7[1
7v
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■■■■■■■■■■■
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■■■■■■■■■■■■■■■■■■■■■
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■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■
100+00
PROP SILT FENCE, TYP
SEE DETAIL 0227000
PROP STABILIZED OUTLET FOR
SILT FENCE, TYP
SEE DETAIL 0227024
WIN
wmvm icier o:µmeaxµzzxime\u.y�p,..�\�V«v � E �� s...a a� gam. mcra _\i%ou"\gum-oi�re_\e.�µzzmme-a,ux_WTEW�m-�e-ac
101+00
BEDROCK HOLDINGS II LLC
(CHARLOTTE)
P 1:049-382-01
DB:29505 PG:814
E MALLARD CREEKCHURCH RD.
PROP 16"
REUSE LINE
102+00 103+00
PROFILE
HORZ: 1"=40'
VERT: 1"=4'
104+00 105+00
WETLAND W7�
_ _ ] UNIVERSITY OF NORTH CAROLINA
/ AT CHARLOTTE
.� P1:049 -311-02A
30' D6:2475 PG 587
PERMANENT N. TRYON ST.
EASEMENT
LOC
103+00---- 104+00104+
LOC
4\�
STA. 102+30.67
16' 2
PROP 16" 22.5' BEND
STA. 104+25.00 \
PROP 16" RJ CAP
11 L
MECKLENBURG COUNTY Z�
P 1:049-382-03
_�— D6:5944 PG:05 ��--
E. MALLARD CREEK CHURCH RD. 5
PLAN
STA SEPARATION Ho IZCNTAL FT VERTICAL FT
PARAMETER REQUIRED ACTUAL REQUIRED I ACTUAL
FINAL EARTH GRADE 1 310 15.D

W'a
�Sts�
TEMPORARY CONSTRUCT/ON
ENTRANCE/EXIT, TYP
SEE DETAIL 0257701
WETLAND wl j../
PROP STABIL/ZED OUTLET
FOR SILT FENCE. TYP
SEE DETAIL 0227024
PROP SILT FENCE, TYP
SEE DETAIL 0227000
30' PERMANENT
ACCESS EASEMENT
n rte.
EX TRANSMISSION TOWER
g
ACCESS 4 — PLAN
x._40
3
PCE NTERLI ON PARTNERS
�0— c/o PACE ENTERTAINMENT CORP
P1:051-032-33
DB:6391PG:224
PAVILLION BLVD.
r"rw 30' PERMANENT)
PROP 16' EASEMENT
REUSE LINE
..
Q�N /
J
NOTES:
1. CONTRACTOR SHALL CONTACT THE CITY OF CHARLOTTE
AT 704-3364025 TO SECURE A STREET CUTPERMIT
PRIOR TO PERFORMING THE CURB-CUTFOR
TEMPORARY CONSTRUCTION ENTRANCE#40FFOF
PAVILION BLVD.
ACCESS 6 — PLAN
V=,�u
]OIB�ll 11-]N S\�-�L\�d�W"5l'\e^"�T\O1L\ISdy BKYf@f Id IDW B�: gs. MICIe \191000\]]]�6d1F1&-MASE\H]]O-0II-BAff�\BASE\I]SIO-ON-FY
1'
O/
1
�
\
g
z
w
W'a
�Sts�
TEMPORARY CONSTRUCT/ON
ENTRANCE/EXIT, TYP
SEE DETAIL 0257701
WETLAND wl j../
PROP STABIL/ZED OUTLET
FOR SILT FENCE. TYP
SEE DETAIL 0227024
PROP SILT FENCE, TYP
SEE DETAIL 0227000
30' PERMANENT
ACCESS EASEMENT
n rte.
EX TRANSMISSION TOWER
g
ACCESS 4 — PLAN
x._40
3
PCE NTERLI ON PARTNERS
�0— c/o PACE ENTERTAINMENT CORP
P1:051-032-33
DB:6391PG:224
PAVILLION BLVD.
r"rw 30' PERMANENT)
PROP 16' EASEMENT
REUSE LINE
..
Q�N /
J
NOTES:
1. CONTRACTOR SHALL CONTACT THE CITY OF CHARLOTTE
AT 704-3364025 TO SECURE A STREET CUTPERMIT
PRIOR TO PERFORMING THE CURB-CUTFOR
TEMPORARY CONSTRUCTION ENTRANCE#40FFOF
PAVILION BLVD.
ACCESS 6 — PLAN
V=,�u
]OIB�ll 11-]N S\�-�L\�d�W"5l'\e^"�T\O1L\ISdy BKYf@f Id IDW B�: gs. MICIe \191000\]]]�6d1F1&-MASE\H]]O-0II-BAff�\BASE\I]SIO-ON-FY

PROP SILT FENCE, TYP —
SEE OETAIL 0227000
PROP STABILIZED OUTLET
FOR SILT FENCE, TYP
SEE DETAIL 0227024
10
M ECKLENBU RG COUNTY
P 1:051-021-09
M B:- PGr
DB:5636 PG:544
201 E MALLARD CREEK CHURCH RD.
(KIRK FARM FI EL DS COMMUNITY PARK)
E. MALLARD CREEK- --
CHURCH RD SR #5394
(ASRMALT)
TEMPORARY CONSTRUCTION
A
STATE OF NORTH CAROLINA
P 1:051-021-03
DB:4521 PG:695
13
MARTIN MARIETTA
MATERIALS, INC.
P 1:051-021-06
D13:7667 PG:632
` `NCDOT 1111131 CII
WETLAND SRE
STA. 94+47.74
r PROP 16" 90 BEND
ACCESS ROUTES 7 AND 8 - PLAN
1._401
PROP 15"
/ REUSE LINE
68' DUKE ENERGY d
Y / EASEMENT / p 0n
/ MARTIN MARIETTA \ \
MATERIALS, INC.
PI:051-041-01
/
DD13:7667:7667 PG:63:632
575 E. MALLARD CREEK
CHURCH RD.
ASPHA(TRD�
25' PERMANENT
ACCESS EASEMENT
ACCESS 5 - PLAN
1"=200'
i
30' PERMANENT
ACCESS EASEMENT
e
W4
15
STATE OF NORTH CAROLINA
P 1:051-021-03
D13:4521 PG:695
PROPOSED PERMANENT
DRIVEWAY, CURB AND
GUTTER CUT—IN,
SEE NCDOT DETAILS
848.02 AND 846.01
TEMPORARY CONSTRUCTION
ENTRANCE/EXIT, TYP
SEE DETAIL 0257701

A
M ECKLEN BURG COUNTY
P 1:051-021-09
M B:- PG:
DB:5636 PG:544
201 E MALLARD CREEK CHURCH RD.
(KIRK FARM FI EL DS COMMUNITY PARK)
` NCDOT MITIGATION
WETLAND SIZE
----� STATE OF NORTH CAROLINA
P1:051-021-03
DB:4521 PG:695 ea0
�
TEMPORARY CONSTRUCTION / y
30' PERMANENT
ACCESS EASEMENT
EX GUARDRAIL
PROPOSED PERMANENT
DRIVEWAY, CURB AND
CUTTER CUT—IN,
SEE NCDOT DETAILS
848.02 AND 846.01
PERMANENT ACCESS 8 - PLAN
1 e=40'
0+00 1+00 2+00 3+00 4+00 5+00 5+0
PERMANENT ACCESS 8 - PROFILE
bERT� 1"=4'
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I
TEMPORARY CONSTRUCT/ON
ENTRANC£l£X/r lYP
SEE DETAIL 0257701
PERMANENT ACCESS 6 - PLAN
1'=40'
: 0
JAMES FROSST ALEXANDER
P1:051-021-02
DB:UNK PG:U NK
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 ey R.1.b
venom ":— o:\vim_nu\--\-4.\...,.\an\--1 — vaa. By.rncvre y � en gam.. ms.-_��acm\nno-me-re_�e.�,am-ois-aese..�pessµmoai��xe

W
COMPACTED BACKFILL \�A bPl COMPACTHII BAc"iLL
IN
AWG +12 GAUGE
SOUO COPPER
AWG 412 GAUGE
50.10 COPPER
TRACER MRE MTH
TRACER MRE WTH
SCMIL GREEN HDPE
30MIL GREEN HDPE
INSULAWON. INSTAL
DIRECTLY OVER PIPE.
INSJLAtION. INSTALL
o g DIRECTLY OVER PIPE.
ELEVATION (Y2)
COMPACTED CRUSHED
SH: 1V SIDE SLOPES
STONE 1/9 PPE OD.
CRUSHED STONE 1/3BELOW
PIPE (MIN. 6-) TO
PIPE 0.0. BELOW PIPE
(MIN. 0') AND UP TO
TOP OF PIPE. COMPACTION
Boz STANDARD PROCTOR
1/B PIPE OD.
WATER MARK 2 BILK MIN.
TYPE 3 DIP TRENCH
0222101
III CDOT 0 srow
•••
i�•�•�•�
Fll
FOR LARGER CHANNELS USE HCDCTaASS I RIFIRAP
PAC3'D WITH # 37 WASHED STOW
STONE CHECK DAM
0227003
TYPE 5 DIP TRENCH
(IN ROCK OR WHERE SHOWN ON DWGS)
0222102
EXISTING STREAM
DlIaRNAL
DIAMETER
OF PM
BOTTOM ELEVATION
416'
(Y1)
5.10'
TOP OF BANK
12'
ELEVATION (Y2)
W-16'
SH: 1V SIDE SLOPES
ir
(STABILIZE W/ GRASS
8'-12"
AND STRAW NETTING
ORDINARY HIGH
EXISTING GRADE
WATER MARK 2 BILK MIN.
S
1 MAX
6• 5
MAX 1
M1T GLQ+Z'
3v
ARTICULATED CONCRETE
J.CONTRACTOR SHALL INSTALL TEMPORARY STREAM CROSSINGS PER
BLOCK (SEE NOTE 2)
TYPE II
T-9' 06D,+Z'
GEOTEXTILE
6' STREAMBED MATERIAL
SEPARATOR
(SBM) SEE SPEC 02559)
It
I31-01 OLD.+2'
SECTION MEW
LLD.+1'
8'-12" ORDINARY HIGH
ir-W 0.D.+2'
WATER MARK
2 BLK MIN.
12'-0" 2 BLK MIN.
13W I 0.0..7
6
CLASS 2 STONE
DEM
OF CAST
3
f PLACEBIE�Wm�11+
sBCT1CN -A- TYPE II
GEOTEXTILE
ARTICULATED CONCRETE
SEPARATOR
BLOCK (SEE NOTE 2)
>a-24'
B° STREAMBED MATERIAL
>1Z -14'S.
>14-ir
(SBM) SEE SPEC 02550)
>15 -Ir
AIWN n.JM RVa1e-IIIdV111U-Na\a+'P WaxN9x\34ro1s\m,ap eyJil®I[ Imt Swed eN ARNI >T QI--\1ALw%\IT71e-otFm
TRE"[XCwv T10M umm-
DlIaRNAL
DIAMETER
OF PM
Om OF TMFIALTI
ka I w=110111
416'
2'-9' 1 PQ'
5.10'
319' 7
12'
1W I 6D.+2'
W-16'
4-1f 1 0.D.+2'
ir
44" I O Q+Z'
ff r
4'8' I OLD.+2'
Z4'
4411' O Q+Z'
sr
5tv 0.D,+7
CONTRACTOR SHALL SUBMIT SHOP DRAMNG INFO MATON FOR
M1T GLQ+Z'
3v
714' 0.D.+2'
J.CONTRACTOR SHALL INSTALL TEMPORARY STREAM CROSSINGS PER
1112' O.D.4.2'
Oar
T-9' 06D,+Z'
aiA'
94N 0.Q+7
67
4'-10' OLQ+T
It
I31-01 OLD.+2'
MAINTENANCE REOJIREMENTSI
LLD.+1'
se
ir-W 0.D.+2'
90'
12$ 0.0.+Z'
gar
13W I 0.0..7
10m'
I 0.0..7
DEM
OF CAST
3
f PLACEBIE�Wm�11+
ODI'
S.W.4'
>681
3- +8'
>a-24'
S.1+1
>1Z -14'S.
>14-ir
+ROI
+20'
S.+2{'
>15 -Ir
S.+2C
»C
S.4"
-TW4CH Wram ATOOTTCMOF
ILILL
:EMa m1a9HA
TR 0 z 109
FENCING FABRIC O�RANGEII MIRASAFE
METAL i 'POST
I
TOR WOODEN 2X4
CD CD 1-_j film I
EXISTING CD CI
GRADE
10' MAX SPACING
TC MIRAFI MIRA5AFE OR AN APPROVED EQUAL. STAPLE TO
POST -TO -POST VERTICAL 2X4 OR TE TO METAL -T- POSTS.
SAFETY FENCE
0227033
PERMANENT STREAM CROSSING
DETAILF
NOT TO SCALE 01
71117 X1. x Xly
FLOWABLE FILL RJLLTRENCH 6. PIPE Ilip
WIDTH (NO ENCASEMENT 00
REQUIRED FOR SPACE GREATER
THAN 12")
WOBT
AOLnPanE
`+le
! -T1T M411 I ]Y MAX
11OSr
E FIFE E
IN PTO EIR NAIMAI I
MIN 3DS4E FLSBl M111EWAL
PROPOSED PIPELINE OVER EXIST PIPE PROPOSED PIPELINE UNDER EXIST PIPE
PIPE CROSSING
0222118
NOTES
1. LENGTHS OF CROSSINGS MLL VARY BASED ON STREAM `MOTH.
PERMANENT
2. CONTRACTOR TO USE ARTICULATED OPEN CELL CONCRETE BLOCK WITH
STREAM CROSSING NO.
A MINIMUM 20ZOPEN ARE& MINIMUM UNIT 'WEIGHT OF 7DUHS/5F, AND
Y1(EL)
APPROXIMATE DIMENSONS OF 17'L X VW Mm A MINIMUM HEIGHT
2
OF &S'. ARTICULATED CONCRETE BLOCK SHALL BE SHORETEC CLASS
573.51
90 -930 -DC" ARMCRFLEX CLASS 70L, OR EQUAL PRODUCT FROM
BETHLEHEM PRECAST. AND SHALL BE INSTALLED AT ALL PERMANETIT
3
STREAM CROSSINGS. ARTICULATED CONCRETE BLOCK SHALL BE
OSD.51
INSTALLED IN ACCORDANCE MTH MANUFACTURER'S RECOMMENDATIONS
5
CONTRACTOR SHALL SUBMIT SHOP DRAMNG INFO MATON FOR
571O:E
RE
ENGINEERS VIEW AND APPROVAL-
PPROVAL3.
8
J.CONTRACTOR SHALL INSTALL TEMPORARY STREAM CROSSINGS PER
4000 PSI GROUT OR
OETAL 0227019 PRIOR TO INSTAWNG PERMANENT STREAM CROSSINGS
CONCRETE
FOR CONSTRUCTION AOC£SS PERMANENT STREAM CROSSINGS SHALL
(ANCHOR TRENCH)
BE INSTALLED AFTER MAJOR OF WORK HAS BEEN PERFORMED AND
CONTRACTOR MLL NOT BE USING STREAM CROSSING FOR ACCESS TO
9
CONTINUE WORK ON THE PRO.ECT.
578.51
MAINTENANCE REOJIREMENTSI
• SEE TABLE 1042-1 IN NCOOT 2012 STANDARD SPECIFICATIONS FOR STONE CLASS CRITERIA
1. INSPECT WEEKLY AND AFTER EACH RAINFALL
EVENT THAT PRODUCES Nj INCH OR MORE OF
RAIN.
2. CHECK FOR CHANNEL BLOCKAGE, ERD51ON OF
ABUTMENTS, CHANNEL DEGRADATION, RIRRAP
DISPIACEAIENT, SLOPE FAILURE, AND PIPING.
3. MAKE ALL NEEDED REPAIRS IMMEDIATELY.
PERMANENT STREAM CROSSING
DETAILF
NOT TO SCALE 01
71117 X1. x Xly
FLOWABLE FILL RJLLTRENCH 6. PIPE Ilip
WIDTH (NO ENCASEMENT 00
REQUIRED FOR SPACE GREATER
THAN 12")
WOBT
AOLnPanE
`+le
! -T1T M411 I ]Y MAX
11OSr
E FIFE E
IN PTO EIR NAIMAI I
MIN 3DS4E FLSBl M111EWAL
PROPOSED PIPELINE OVER EXIST PIPE PROPOSED PIPELINE UNDER EXIST PIPE
PIPE CROSSING
0222118
PERMANENT STREAM CROSSINGS
PERMANENT
STREAM CROSSING NO.
SHEET NO.
Y1(EL)
Y2(EL)
2
8
573.51
58360&
3
D
OSD.51
583.5&
5
10
571O:E
583.2}
8
11
58D.01
580.11
i11
• i
..•
58D.01
585.01
9
13
578.51
588.01
• SEE TABLE 1042-1 IN NCOOT 2012 STANDARD SPECIFICATIONS FOR STONE CLASS CRITERIA
PERMANENT STREAM CROSSING
DETAILF
NOT TO SCALE 01
71117 X1. x Xly
FLOWABLE FILL RJLLTRENCH 6. PIPE Ilip
WIDTH (NO ENCASEMENT 00
REQUIRED FOR SPACE GREATER
THAN 12")
WOBT
AOLnPanE
`+le
! -T1T M411 I ]Y MAX
11OSr
E FIFE E
IN PTO EIR NAIMAI I
MIN 3DS4E FLSBl M111EWAL
PROPOSED PIPELINE OVER EXIST PIPE PROPOSED PIPELINE UNDER EXIST PIPE
PIPE CROSSING
0222118
Mx SPELFlCAnPEA
ON f40
Trot ER
_ELlu-
st aAlzED OUTLET FDp SILL FENCE
0227024
1. I� G&wro Aro olr arae v ,I� sT�w aw¢ ao ®au
2 OFNWL SHILL HE DONE N CIPMN5 NOF GRURa w TIE R OTs AND
E r£EE - IN rvcE m IELP sveNiE w aNCS rN]
a M QCW MRIs TE 360 o-- nE
D.RwT i0 L SEC+EN FRW OBiTSBND IN SINEW
pINNG Q✓O�ING
a. NSTeLL SV R6 NOxO TPS (F BWfi O1p TE TD �.
5 DMEH ALL SMFAO WAFR FROM TIE ON9R)MCN WE CMO
UEJSnAB:O ATd/6 AODNNG TIE SREWR
6 MFFP sTfrtgl CRS9X6 N ROf AIRES m BE SKEAN FARM'.
7. ALIGN *PRO'Q6 WH THE CDnER UK W THE CR3MNC FOR A
MNH.M USIANCE OF W FEET AICA SINwRE WTN W THIX UNEP OF
Sa' MG -H) STOW FOR A MNM.M OF SO RET.
B DE30H LOW EXOBDS WIN .OAD E FDATE 9L FUC IONS IF
DE9GN \£LOOP IXCR68 TIE kLOWdE FOR THE Nii/GE SOL
P. Lr£ A SxCpHi Ix axq¢®pY ro rawL Aw Iw.alE NNS.
I. RAS MI6 £TAF81 TAIPFR -Ev XID AIDOt [N BBN BMx(s
ro TR33 OR OFAU.Ax AHCMOS 901 TIP MNAA EROIF W WH B
B PT.
11. GSEE THO 1/4 0ANIM14 d THE NAT TCRL IINOIH IS BLWBm
W Eep1 SR Lf TIE Be1K
1z. Nswr_ wYEA Ena®ux wvEs EN -H 9s a TIE aRT;sxc
Is EPDx mnFnoll ar TIE � Rw cvncT, Na sT.E.pE
LVE BAIT'S OfWB AFAiCPNA1BY. BA,E TfIPOPIRi 51iEW.1
arae IMmnRv WEN nEr ew ro IvmR Rmm.
14. REQ Z yOW+ Tl IS 1"INAl I-110111 AD
1. AIN' IN-9RFgN 9➢SOIf pYIR]L IEO:LIE9 Nl9f BE x�O.ID UqN
xm2B
1. DRWAE MOTS SXA11 RDMN N FL -CE UNTIL COMPLETION OF
CpNSTNUCTKW UNLESS THE CRDSSNG CNJSES ER09CN HANDUE 70 THE
51- BE RACED BACK M PM CdRSTBMC110N COMEITONS RANKS
GIAHFEL ANN BANxS - BE PR3TEOTFp WITH GA35 1 RP -RAA
1B' rHrx.
IDI LENOTII CF IETPO E XRCDE
SCALED W As 9EMN ER eRANNC9 . PROVOS E OCL40-
CAOLI 9Y AND 10 NEER RLCMRRED N THE BidTE OF 40 -
CAROLINA, PPoON TO IXSTPDATON OF BRIDGES
TEMPORARY STREAM CROSSING
0227019
Lill
;.dllhdF.leysullia.
s
�
I
i
i
-: m•ww•ww•m mww�ww•w■rw•wwww�w '
oWoWo�ooDoW��2oWoo��
::3
L
m�LLeeeaail�`IieeRammrTSNnisalMM®1aw18ml
7.
1
mmoomniiini, A21NB@pBimirmlDi0Qmp0M
mrlesre@nami4MalldmDpma1R19•mBo®ca
11 .
•I
. i
is
®Ma!@8@Aa2mimmmWl3A�I@ttilmWMW11M9R6
pDRR9MMelemRmmMLm@OmW96Rw@99IBmimXl
iI
it
• i
..•
_. ...
!'
...NM•@mRplpilPPpwzpRNIXI�pMIW®wPR•NIImM?XM'171pE
-
i'
. 1 ... .i:.
.B!@RHRADEmiAFRm211X@pR0@R21MImComIY
.... .IB•wmww�ASWItl6wwwwOw9YYw•ww
:i
...:31 .. .ii
W•�•
.........
.................................
M
Mx SPELFlCAnPEA
ON f40
Trot ER
_ELlu-
st aAlzED OUTLET FDp SILL FENCE
0227024
1. I� G&wro Aro olr arae v ,I� sT�w aw¢ ao ®au
2 OFNWL SHILL HE DONE N CIPMN5 NOF GRURa w TIE R OTs AND
E r£EE - IN rvcE m IELP sveNiE w aNCS rN]
a M QCW MRIs TE 360 o-- nE
D.RwT i0 L SEC+EN FRW OBiTSBND IN SINEW
pINNG Q✓O�ING
a. NSTeLL SV R6 NOxO TPS (F BWfi O1p TE TD �.
5 DMEH ALL SMFAO WAFR FROM TIE ON9R)MCN WE CMO
UEJSnAB:O ATd/6 AODNNG TIE SREWR
6 MFFP sTfrtgl CRS9X6 N ROf AIRES m BE SKEAN FARM'.
7. ALIGN *PRO'Q6 WH THE CDnER UK W THE CR3MNC FOR A
MNH.M USIANCE OF W FEET AICA SINwRE WTN W THIX UNEP OF
Sa' MG -H) STOW FOR A MNM.M OF SO RET.
B DE30H LOW EXOBDS WIN .OAD E FDATE 9L FUC IONS IF
DE9GN \£LOOP IXCR68 TIE kLOWdE FOR THE Nii/GE SOL
P. Lr£ A SxCpHi Ix axq¢®pY ro rawL Aw Iw.alE NNS.
I. RAS MI6 £TAF81 TAIPFR -Ev XID AIDOt [N BBN BMx(s
ro TR33 OR OFAU.Ax AHCMOS 901 TIP MNAA EROIF W WH B
B PT.
11. GSEE THO 1/4 0ANIM14 d THE NAT TCRL IINOIH IS BLWBm
W Eep1 SR Lf TIE Be1K
1z. Nswr_ wYEA Ena®ux wvEs EN -H 9s a TIE aRT;sxc
Is EPDx mnFnoll ar TIE � Rw cvncT, Na sT.E.pE
LVE BAIT'S OfWB AFAiCPNA1BY. BA,E TfIPOPIRi 51iEW.1
arae IMmnRv WEN nEr ew ro IvmR Rmm.
14. REQ Z yOW+ Tl IS 1"INAl I-110111 AD
1. AIN' IN-9RFgN 9➢SOIf pYIR]L IEO:LIE9 Nl9f BE x�O.ID UqN
xm2B
1. DRWAE MOTS SXA11 RDMN N FL -CE UNTIL COMPLETION OF
CpNSTNUCTKW UNLESS THE CRDSSNG CNJSES ER09CN HANDUE 70 THE
51- BE RACED BACK M PM CdRSTBMC110N COMEITONS RANKS
GIAHFEL ANN BANxS - BE PR3TEOTFp WITH GA35 1 RP -RAA
1B' rHrx.
IDI LENOTII CF IETPO E XRCDE
SCALED W As 9EMN ER eRANNC9 . PROVOS E OCL40-
CAOLI 9Y AND 10 NEER RLCMRRED N THE BidTE OF 40 -
CAROLINA, PPoON TO IXSTPDATON OF BRIDGES
TEMPORARY STREAM CROSSING
0227019
Lill
;.dllhdF.leysullia.

SEWN -IN CO NNE CTION SLEEVE
FOR PUMP DISCHARGE H698—
TEMPORARY SILTFENCE
(WITH BACKING)
2'-0" MINIMUM
5"
NOTES:
1, CONTRACTOR SHALL EXERCISE CAUTION NOT TO BURST OR DAMAGE THE TEMPORARY
SEDIMENT FILTER BAG WHEN PUMPING
2. THE LENGTH AND WIDTH OF THE TEMPORARY SEDIMENT BAG SHOWN ON THIS DRAWING MAY
VARY PER VENDOR SPECIFICATONS-
3. TEMPORARY SEDIMENT FILTER BAGS SHALL BE EQUIPPED WTH A SEM—IN SLEEVE OF
SUFFICIENT 517E TO ACCEPT A MINIMUM FCUR—INCH DIAMETER PUMP DISCHARGE HOSE
THE DISCHARGE HOSE SHOULD BE EXTENDED INTO THIS SLEEVE A MINIMUM OF SIX INCHES
AND BE TIGHTLY SECURED WITH A HOSE CLAMP OR OTHER SUITABLE MEANS TO PREVENT
LEAKAGE, HOSE CONNECTION THROUGH A SLIT IN THE BAG WILL NOT BE ACCEPTABLE.
4. THE PUMP DISCHARGE HOSE CONNECTICN SLEEVE SHALL BE SECURELY POJ OFF DURING
DISPOSAL OF THE TEMPORARY SEDIMENT FILTER BAG IN ORDER TO PREVENT LEAKAGE OF
COLLECTED SEDIMENTS-
5-
EDIMENTS5- TEMPORARY SEDIMENT FILTER BAG SHALL BE REPLACED WHEN 6 INCHES OF SEDIMENT HAS
ACCUMULATED OR IN ACCORDANCE VATH THE MANUFACTURER'S RECOMMENDATIONS-
2'-0"
ECOMMENDATIONS
I OPTIONAL LIFTING
COVER #57 STO PE PAD STRAPS
WITH GEOTEXYLE TYPE VARIES W[TH
III. EROSIONCO GROUND LINE
SLOPE
2'-0" MINIMUM TEMPORARY
SEDIMENT FILTER
BAG (14'-6" X 2'-O"X
MINERAL AGGREGATE 13'-3") MP. SEI
(SIZE 57) 6' MINIMUM
09 WW)AGN 2'-0" MINIMUM
POLYETHYLENE VARIES
SHEETING (6 MIL WITH
MINIMUM) VARIABLE GROUNDLINE
MINIMUM) SLOPE
TEMP. SILTFENCE
(WITH BACKING)
TOP VIEW
CARRIER PIPE
3/1V,W STEEL PLATE
1/2' SST BOLT —
CASING POE
3/18 V 4
P R ON ALL CORNF318
TEMPORARY SEDIMENT FILTER BAG
0227038
CASING SPACER
0232200
CASING PIPE, SEE
WOOD STAKE TO PENETRATETHE
SPECIFICATION SECTION
8" BRICK AND MORTAR
02340 FOR MATERIAL
BULKH EAD AT EACH END OF
REQUIREMENTS
CASING PIPE (WATERTIGHT)
CARRIER PIPE SHALL BE
COMPACT LOOSE
RESTRAINED DUCTILE
IRON PPE
10'-0" MINIMUM
jj�l_ TEMP. SILTFENCE
(WITH BACKING)
G EOTEXTILE
LAVER EXISTING GROUND
LINE
USE # 57STOIE POLYETHYLENE
TO LEVEL BAG SHEETING
FROM NATURAL
GROUND UNE
SIDE VIEW
GENERAL GUIDELINES FOR SPACING OF
TUBE TRENCHES FOR SLOPE INSTALLATIONS
SLOPE GRADIENT TUBE INTERVAL
WILY JS FEET
2Ne1V 25 F!!T
3HAV 95 FEET
/HAV SO FEET
NOTES:
FOR MAXIMUM PERFORMANCE, FFTs MUST BE INSTALLED TO MAINTAIN INTIMATE CONTACT WITH SOIL SURFACE.
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 FOOTALONG
DOWNSLOPE SIDE OF WATERBAR AND EMBED A MINIMUM OF 6INCHES. 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 1"-2" IN DIAMETER.
GENERAL GUIDELINES FOR SPACING OF TUBE CHANNEL PROTECTION APPLICATIONS:
TRENCHES FOR CHANNEL INSTALLATIONS
1. FOR CHANNEL APPLICATIONS, BOTH UPSTREAM AND DOWNSTREAM ANCHORING SHOULD BEAT 1 FOOT INTERVALS.
SLOPE GRADIENT TUBE INTERVAL 2 FOR CHANNEL APPLICATIONS, FFTs SHALL BE STAND-ALONE PRODUCTS WITHOUT PERFORMANCE -ENHANCING POLYMERS.
2% 25 FEET
3. FOR SLOPE APPLICATIONS, FFTs MAY CONTAIN PERFORMANCE -ENHANCING POLYMERS EXCEPT FOR THE MOST DOWNSTREAM
FFT, WHICH WILL BE A STAND-ALONE PRODUCT.
18 TO 20 -INCH TUBE
WOOD STAKE TO PENETRATETHE
OUTER 1 -INCH OF TUBE
BACKFILL AND
COMPACT LOOSE
MATERIAL UPSTREAM
1OFFTWWAL
OFTUBE
6 OR 8 INCH U -SHAPED
WIRE STAPLES PLACED
'81
AT ONE FOOT
INTERVALS DRIVEN
THROUGH OUTER 1
INCH OF TUBE _III
I I
EXCAVATE
V I I II III
PLACEMENT TRENCH
_
I I
TO 1/3 DEPTH OF THE
FFT
I I II
USE 36 -INCH (MIN) STAKE WITH
24'
12 -INCH MINIMUM EMBEDMENT
SPACED AT TWO FOOT
INTERVALS DRIVEN THROUGH
OUTER 1 INCH OF TUBE, LEAVING
ABOUT 3 INCHES OF THE STAKE
PROTRUDING ABOUT THE TUBE
PROFILE VIEW — STAKING DETAIL
FRONT VIEW
FIBER FILTRATION TUBE (FFT)
SLOPE PROTECTION
0227039
VArm
SECTION
PEUE
IAPk7ER VARIES)
ASS B CONCRETE
-R�
CLASS B CONCRETE
SZ•
TIT_
PLAN
�� P®R
ay.. '••} • • •' �' •' .ANTI -SEEPAGE COLLAR
■ ' 1$• •0260113
•�•�•�•{.�•�
NOTE:
CASING SPACER THREE 1. ANNULAR SPACE BETWEEN
PER PIPE LENGTH, SEE CASING PIPE AND CARRIER PIPE
DETAIL0232200 SHALL BE FILLED WITH GROUT,
2- REFER TO SPECIFICATION
SECTION 02340 FOR ADDITIONAL
DETAILS AND REQUIREMENTS.
TYPICAL CASING FOR BORE/TUAI FOR ROADWAYS
0232201
RM 90TJ II0. @PJRdFME --By bless—.Y1100tY]1RITNFIB
CONTRACTOR SHALL ENSURE POSITIVE DRAINAGEATALLTEMPORARYCONSTRUCTION
ENTRANCES/EXITS. IF NECESSARY CONTRACTOR MAY INSTALL STORM DRAIN PIPE TO ENSURE
POSITIVE DRAINAGE. STORM DRAIN PIPE MATERIAL,LENGTH ANDSIZETOBE COORDINATED WITH
ENGINEER.
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE / EXIT
0257701

WOODEN GATE POST
(PRESSURE TREATED)
HEIGHT VARIES
(TYP EACH SIDE) -
KEY IN ER050N CONTROL MATTING
FOR A DEPTH OF 1 -f -T
INDIES: PER MANUFACTURER'S RECOMMENDATIONS
1. BEGIN AT TOP OF SLOPE AND ANCHOR FIBER MATING IN A 12 -INCH DEEP INITIAL
ANCHOR TRENCH. SACKFUL TRENCH AND TARP EARTH FIRMLY.
2 UNROLL FIBER MATTING DO4NS OPE IN THE DIRECTION Or WATER FLOW.
3. OVERLAP EDGES OF ADJACENT PARALLEL ROLLS BY G IN AND ANCHOR AT 12 -INCH
CENTERS.
4, WMIEN F13ER MAT MUST BE SPLICED, PLACE END OVER END (SINGLE STYLE) WITH 12
IN OVERLAP AND ANCHOR USING TWO STAGGERM ROWS OF STAKES AT 6 IN
CENIERS.
5. LAY FIBER NAT LOOSELY AND ANCHOR SUFFICIENTLY TO MAINTAIN DIRECT CONTACT
WIT1 THE SOL - DO NOT STRETCH.
B. FORSLOPES 21 AND STEEPER USE A MINIMUM OF 3 STN'S PER SQUARE YARD
AND FOR SLOPES FLATTER THAN 2:1 USE A MINIMUM OF 2 STAKES PER SQUARE
YARD.
7. ANCHOR, FILL, AND COMPACT ENO OF FIBER MATING IN 12 -NCH X 5 -INCH
TERMINAL ANCHOR TRENCH (MIRROR IMAGE OF TRENCH AT TOP OF SLOPE).
IL
DO NOT INSTALL MAY UNDERNEATH RIFFLE GRADE CONTROL STONE.
ROLLED EROSION CONTROL MATTING (R£CM) DETAIL
DETAIL 1
NOT TO SCALE D3
DOUBLE GATES
2- STEEL GAUGE
(MIN 15 GAUGE)
ENCASEMENT3500 PSI
CONCRETE (TYP)
ACCESS GATE NOTES:
1. CONTRACTOR TO FURNISH AND INSTALL ACCESS GATES PER
THIS DETAIL IN LOCATIONS INDICATED OR AS DIRECTED BY
THE ENGINEER-
2-GATES
NGINEER.2.GATES WILL BE REQUIRED UNDER A VARIETY OF
CIRCUMSTANCES AND SITUATIONS TO PROVIDE ACCESS TO
SEWERS AND TO PREVENT UNAUTHORIZED PERSONNEL FROM
ACCESSING THE SEWERS AND RIGHTS- OF -WAY. ALL GATE
LOCATIONS SHALL BE APPROVED BY OWNER- GATES MAY BE
INSTALLED IN AN EXISTING FENCE OR OVER A NEW SEWER
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.
EX15TING FENCES MAY BE WIRE, BARBED WIRE, WOOD, DR A
COMBINATION OF SUCH. WHEN INSTALLING A GATE OVER A
NEW SEWER EASEMENT THE GATE WALL 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.
ELFVATION
SRR POST
TOP STRAND
STAY WERES
EXPOSE NO MORE THAN
:N14
11'w 0112
IN
STAKE ALONG TOE OF
SLOPE A I -FT SPACINGS
MitY TOE OF FILTER
FABRIC A MIN IX B'
CLRE REOM WTH
z
52
4
-INCH X 2 -INCH X 24 -NCH:
Gni`/i�,'
✓
�i`�iNOTCHED INDOO DEAD STAKES
jRC
BOTTOM STRAND
TOE OF
COCONUT FIBER RECIA
GRADE LUNE
WOODEN GATE POST
(PRESSURE TREATED)
HEIGHT VARIES
(TYP EACH SIDE) -
KEY IN ER050N CONTROL MATTING
FOR A DEPTH OF 1 -f -T
INDIES: PER MANUFACTURER'S RECOMMENDATIONS
1. BEGIN AT TOP OF SLOPE AND ANCHOR FIBER MATING IN A 12 -INCH DEEP INITIAL
ANCHOR TRENCH. SACKFUL TRENCH AND TARP EARTH FIRMLY.
2 UNROLL FIBER MATTING DO4NS OPE IN THE DIRECTION Or WATER FLOW.
3. OVERLAP EDGES OF ADJACENT PARALLEL ROLLS BY G IN AND ANCHOR AT 12 -INCH
CENTERS.
4, WMIEN F13ER MAT MUST BE SPLICED, PLACE END OVER END (SINGLE STYLE) WITH 12
IN OVERLAP AND ANCHOR USING TWO STAGGERM ROWS OF STAKES AT 6 IN
CENIERS.
5. LAY FIBER NAT LOOSELY AND ANCHOR SUFFICIENTLY TO MAINTAIN DIRECT CONTACT
WIT1 THE SOL - DO NOT STRETCH.
B. FORSLOPES 21 AND STEEPER USE A MINIMUM OF 3 STN'S PER SQUARE YARD
AND FOR SLOPES FLATTER THAN 2:1 USE A MINIMUM OF 2 STAKES PER SQUARE
YARD.
7. ANCHOR, FILL, AND COMPACT ENO OF FIBER MATING IN 12 -NCH X 5 -INCH
TERMINAL ANCHOR TRENCH (MIRROR IMAGE OF TRENCH AT TOP OF SLOPE).
IL
DO NOT INSTALL MAY UNDERNEATH RIFFLE GRADE CONTROL STONE.
ROLLED EROSION CONTROL MATTING (R£CM) DETAIL
DETAIL 1
NOT TO SCALE D3
DOUBLE GATES
2- STEEL GAUGE
(MIN 15 GAUGE)
ENCASEMENT3500 PSI
CONCRETE (TYP)
ACCESS GATE NOTES:
1. CONTRACTOR TO FURNISH AND INSTALL ACCESS GATES PER
THIS DETAIL IN LOCATIONS INDICATED OR AS DIRECTED BY
THE ENGINEER-
2-GATES
NGINEER.2.GATES WILL BE REQUIRED UNDER A VARIETY OF
CIRCUMSTANCES AND SITUATIONS TO PROVIDE ACCESS TO
SEWERS AND TO PREVENT UNAUTHORIZED PERSONNEL FROM
ACCESSING THE SEWERS AND RIGHTS- OF -WAY. ALL GATE
LOCATIONS SHALL BE APPROVED BY OWNER- GATES MAY BE
INSTALLED IN AN EXISTING FENCE OR OVER A NEW SEWER
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.
EX15TING FENCES MAY BE WIRE, BARBED WIRE, WOOD, DR A
COMBINATION OF SUCH. WHEN INSTALLING A GATE OVER A
NEW SEWER EASEMENT THE GATE WALL 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.
ELFVATION
SRR POST
TOP STRAND
STAY WERES
13ALV WIRE FABRIC
AND FRTER FABRIC
MitY TOE OF FILTER
FABRIC A MIN IX B'
z
52
4
jRC
BOTTOM STRAND
GRADE LUNE
61
64
r
INN
SECTION
MOR:
1. EXTRA STRBIG'M FILTER FABRIC (AS APPROVED BY ENGINEER) WITH
V-13" POST SPAICBHG DOES NOT REQUIRE MESH SUPPORT FENCE.
2. FILTER FABRIC SHALL BE WIRED DIRECELY TO POST.
SILT FENCE
0227000
BOLT THROUGH
HINGE (TYP)
MATCH EXISTING FQNCE AND
RUN TO NEXT FENCE POST OR
TO NEAREST TREE ATEDGE
OF CONSTRUCTION LIMITS
GALV. STEEL CHAIN
MIN- 3/8' THICK,
MIN- 3' LONG, OMER
TO PROVIDE LOCK
THE EXTENT OF THE NEW FENCE WILL VARY VATH 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.
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 O" 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.
S. PROVIDE FENCING FOR MIN 20' ON EACH SIDE TO TIE INTO
EXISTING FENCING. POSTS AT 10' O.C.
ACCESS GATE
DETAIL z
NOT TO SCALE D3
nl— I—A .:\.-1\—\..,\...,.\--\—, i,— � � eK I—MEra -\P \�u'Po-mo-re,c\nxro-n �assto-ms\�i+\ua,r.\eexVPPtnaiaamaue_`!uaWno-eie-eASG-\eAx\mm.ae-ue
EXISTING GROUND
(ELEVATION VARIES)
NOTE
GATE TO BE SAND BLASTED,
PRIME COATED, AND FINISH
COATED AT FACTORY, COLOR
SHALL BE STANDARD RED OR
AS APPROVED.
Figure 0-176 Clw✓N Infupllion kIA Sko lrw.I kLan; VI' 5Nr%dw SIMp EoA09y DooNt enl
'1M l
Lwgin
frnan or,fier r<,•MINpI O.K pH
KA clarxkl uK1gY 7rencN
SMNsmt 3'-5� r "
udwWs
r¢ 2!r
Y - '- IlterAtlW
Initiy cAweN1 n TPetr+m:*in.r
mn<Her frencF, nAeek slop
NOTE:
1. [yeeh eters b en eauerne led per Irww,finehrers specrAeetiau.
2. Smki,g or M^PF�4 bl^uf Per m�ulMurui apecifiwripe;.
7. —f"if tys Mh Hefvc Le there is oh—.t H,e repW
plpcaesnr fpr pnpu m11 cwt
. eleae. m"cNer uperppe M 0. ham.
5ruptf.g � Mlp. 2• AKIN, in 6•n6'.Rin. T—H
per Iemnufucfurva tiA' and rtgpk.t 12' Int—I..
r![pRwrtndaripns
AV.. fi' ov�Rp.
5Hmpl5 eveneps
mpx s• ppociig.
a—.g xut 6 dw m , keel aea.
Dgrut emeKN ANrPNpsl.wn,rN 1�pAebllpw turn 7He And Alder �'mxd i-'pl' .132'
the rpNa IN cerAmrm tnm,ry irrey, ties. mPer alx
For Nppa las TIw 3W 1V, mils Ll-, IN'tO—HIM —A p,f— Pl,"
my be pkced in HprlepefC efnps. of shry .frees, 0'. shwld — mfrer ill Ilntlpn
TEMPORARY EROSION CONTROL MATTING ESCPDM
DETAIL F 3
NOT TO SCALE I D3
100 200
TYPICAL 1-485 SECTION
DETAIL 4
NOT TO SCALE D3

TO SETTLING POFD
ABOVE HIGH WATER
70% fW7 NLA7(
r. A COFFER
213 CREEK BANK,
TYP
/-CONNFCTLON POINT
.._
POLYEFWLENE MENBRANEON FACE
AND TINDER SAND BAAIRP RAP (20
MLLTTOCK MUN)
PIPE
TPElIIII
--o"LEOT ION am W INSTRUCTED
_________________
----------------------
PROMISED PIPE I
CROSSDYO
___PIPE
PIAN
3!-T
LEVEL WMI TOP OF BANK
OR AS NECESSARY
SANDBAGS, CLASS 1 RIP RAP
HATMAR NON-EILODdYE
WttStiAL
BICAVATIDN .::..EIR'i1VA110N ::.:.:.:..
SPOIL
.............
SYNFINETIC FILTER FAR UC
POLYEFWLENE MENBRANEON FACE
AND TINDER SAND BAAIRP RAP (20
MLLTTOCK MUN)
--o"LEOT ION am W INSTRUCTED
7
I
PIAN
3!-T
LEVEL WMI TOP OF BANK
OR AS NECESSARY
SANDBAGS, CLASS 1 RIP RAP
HATMAR NON-EILODdYE
WttStiAL
SYNFINETIC FILTER FAR UC
I DO• VEITET RDGANO mVEI
mOMiDR AN RELEASE! IID
VADIID VAVE
NMRPVAW FOR IMATICH
it NDLDNANI
IVXWK1rTM PM94A LIE -
MWSIMIM KDR IF AA VALVE D
SHRANK D A I®IMTMEO KIM IELTINI.
SCIELADII
16" RANGE 00IPIDK
ARNIatlINGMJIr2
MIN
I
CUSS 3 RIP RAP, NJ BARRIER OR
OTHER APPROVED MATERIAL
PROEDE POR
RATION
SECTION A L
COFFER DAM
DETAIL 1
NOT TO SCALE Da
CREEK CROSSING SEQUENCE:
1. INSTALL ALL EROSION CONTROL PEASURESADJALENT
TO PLANNED CROSSING PRIORTODISTURBNNOE.
MINIMIZE DISTURBANCE TO THEEMENTPRACTIGY.
2. PLACE DAM AROUND AREATO BE EXCAVATEDSIFEOR
TO DETAIL 1/DO4 USING CUSSARE-RAPNSNE
COFFER DAM, POLYETHYLENEFABUCANDSANDBAGS
OR ADDITIONAL CLASS 1 RIP-RAP(OUTSIDE COFFER
DAM). COFFER DAM TO EXTEND NO MORE THAN 78%
ACROSS CREEK. A PORTABLE COFFERDAMSYSTEM
SUCH AS PO RTADAM, AQUA DAM, ORSPMRPAMAYBE
USED IN LIEU OF RIPRAP/JERSEYBPPR]ERS.
3. PLACE POLYETHYLENE FPBRICON OPPOSITE
STREAMBANK IF NEEDED TOPHNENTEFOSGN.
4. INSTALL DEWATERING PUMPANDDEWATERAAEA
INSIDE DAM. PUMP HOSE TO D6QMARGETOSETRING
BASIN OR SILT BAG(S) PRIORTOENTERNGOREEK.
PLACE SETTLING BASIN OR SILT BAG(S) ABOVE 2 YEAR
FLOOD ELEVATION WHEREVER PPA, ENGINEER
TO APPROVE TYPE OF SILT BAG PRIORTO
INSTALLATION.
5. CLEAR AND EXCAVATE STREAM AND BANKS AS
NECESSARY TO INSTALL PIP ERIN E. CONTRACTOR EMAIL
CONTINUOUSLY MAINTAIN EROSION CONTROL
MEASURES AND MAKE EVERY EFFORT TO MWI IZE
DISTURBANCE.
6. INSTALL STEEL CASING AND DI CARRIER PIPES WITHIN
DEWATERED AREA AND BACKFILLTOCRGNAOREEK
BOTTOM ELEVATION.
7. REMOVE DAM AND STABILIZE ALL DISTURBED AREAS
ON BANKS OF CREEK. ENSURENEW6WKSADEARTU
ARE FULLY COMPAC7ED ANDSTAHLIZED.
8. RE LOCATE TO OPPOSITE SIDEOFOREEKADNSTAIL
REMAINING STEELCASING AND DICN RPIPBNE
ACCORDING TO STEPS 1 THROUGH7ABOVE.BANKSTO
BE RESTORED WITHIN 48 HWRSN MIDRDPNO=
WITH CONTRACT DRAWINGS. SEE DETAIL2/D04.
PERMANENTLY SEED ALL OTHERDSIUPEEDARES.
9. ONCE AREA HAS BEEN STABILIZED,OBTANAPPROVAL
FROM ENGINEERTO REMOVE AILTBHPORAFYEROSION
CONTROL MEASURES AN D RETURN THOSE LOCATIONS
TO ORIGINAL CONDITION AS CLOSELYASPR4CIICAL
NOTES:
1. CONTRACTOR SMALLFOLLOW CREEK CROSSING
SEQUENCE AS NOTED ON CONTRACT DRAW7M.
2. DEWATERNIS OF THE WORK AREA SHALLBE TR
ACCORDAIIQ WITH SPECIFICATION SECTION 02140.
3. PRE-CM5TRIICnCN CONIOLIRS 94ALL BE R6TDRED
AS -SOMAS POSSIBLE AFTER PIPE INSTAlATIINI.
4. NO NEW PERMANENT INPACPS ARE TO OCMR TO THE
STREAMED (E. C., WPRAP).
5. CONTRACTOR MIST FOLLOW GENERAL ANO REGIONAL
CONDITIONSFDR NATIONWIDE PERMT NM 12 AND
SE43M AND ACTIVITY SPECIFIC CONDITIONS FOR
NORTH CARCLERA WATER QIMLTTY GENERAL
CERTIFICATION NM 4086 WHEN CROSSDIO WATERS
DFTIE UNITED STATES.
EIISHRG GRADE STABILIZE WITH TURF
REINFORCEMENT MATTING AND SEED
NCDOT CLASS B RDTMP,
MININLIN THICKNESS 24 Dan
PROM SEPARATOR GEDTEXTLE
BETWEEN NATIVE SOIL AND R7RAP.
CAiWM �
`1•OIlSPTRBJOI
BANG 00 MPACTED TD 92�M
SID. PROCTOR MAK LEFT
TOCANESS OF S' AS
COIPACTEDIN]ES
FILTER FABRIC
LOEOTEKTILE FABRFC PER sO=N 02278)
RTPRAP SHALL NOT BE INSTALLED
BPLOW ORDMARY ICGh WATER LINE.
STREW BED
DETAIL 2
NOT TO SCALE D4
1,
PUMP
{UIP
CLASS I- .vrvv- 10'x10'
fLow RIP RAP SEOlMEN7 ]RAP
O I OR .ALT BAC
12 Ni 5•
IN
MIN
A A
I
I ! I
S7REAM _
fZ01P-��_
7EMP IB' /0- -
a'- CM
CROSSING 2• CLASS
CLASS T' P/PE OtGSTLW g6WIROL /
R/P RM sraw Am 0'x10•
DEWA 71MA BASIN
70 �M/N O 21 SIDE SLOPE
ea' CONSIRUCROV EA.SFMENT OR S27 BAG
(SEE N07F 4)
F&MH)2EW FABRIC PLAN
QV FACE M ML WOW)
17• PROPOSED CAR 7H AW)U
PUP M/N. _ __ A'AW/ 7YP PUMP 71P OFBANK
>4r a4 ---- alls alo�ak.
5-1 yll IEMP 74' 7D
D Y A 47' CUP
is MIN
INV.PIX YE7HKENE FABRIC
C7EFK CRDSLI'NG AV FACE (8 ML IN")
m RPF
17-rup-m4p-Y STONE OAM
B SECT/ON A -A
f� /AASGLL SANDBAGS /N PIPE /NHERT & FABRIC NN/LE P/AWAYNG
ARU ND ObR/NG 05W57RUCBON /N CREEK
E7HYLENE FABRIC B RfMOHE 5,0811,5 R FA6RA7 70 ALLOW FLOW 7HA`W0Y
ACE (8 ML 7711CV PIPE HHEN NOT PUMPING AROUVa
TEMPORARY CREEK BYPASS
DETAIL 3
NOT TO SCALE D4
NOTES
I. EROSION STONE TO BE "CLASS I' RIP -RAP UNLESS DESIGNATED
DIFFERENTLY ON CONSTRUCTION PLAN.
2- PUMP AND LINE SIZE TO BE DETERMINED BY THE CONTRACTOR.
3. WIDTH OF CONSTRUCTION EASEMENT SHALL BE MINIMIZED BASED UPON
FIELD CON7ITIONS. MY OSTRUBANCE((S) EXCEEDING 4D' MAY REQUIRE
ADDITIONAL WATER GUALITY PERMITTIN
4. THIS MEASURE MAY NOT BE REQUIRED OF WORK PREFORMED IN ME ORY.
ON IR T/ON SFO NCf FOR
1. INSTALL PUMP AND UNE TO PUMP FLOW AREA UPSTREAM OF TEMPORARY
CREEK CROSSING TO AREA DOWNSTREAM OF CONSTRUCTION AREA. BEGIN
PUMPING AND OONTINUINO PUMPING WHILE WORKING WITHN THE CREEK.
2 INSTALL UPSTREAM DAM, FILTER FABRIC, AND TEMPORARY CMP, COMM
PIPE INLET WTH FABRIC AND SAND BMS AS SHOWN IN INSET "A" WHILE
WORKING IN THE CREEK. ALLOW CREEK FLOW THROUGH CMP AS SHOWN IN
INSET'S' WHEN NOT WORKING WITHIN THE CREEK.
I INSTALL DOWNSTflEAM TEMPORARY STONE DAM AND FILTER FABRIC TO
PREVENT BAC( FLOW INTO CON51RUOTION AREA.
4. INSTALL PflOPOSED EARTH BERNS ALONG TOP OF BANK ON EACH 510E OF
THE CONSTRUCRON AREA.
S. INSTALL DEWATERING BASIN OR SILT BAG AT TOP OF BANK. DEWATER
CONSTRUCTION AREA BETWEEN TEMPORARY DAM USNO THIS 61SIN.
8. INSTALL THE 10'X10. 5EDIME141 TRAP OR SILT BAG,
7, UPON CONSTRUCTION COMPLETION, REMOVE TEMPORARY DAMS. FILTER
FABRIC' MD TEMPORARY CMP, DEPRESS TEN CRARY DAM BOTTOMS INTO
MEEK BED UNTIL TOP OF RIP RAP IS LEVEL WITH (REEK BOTTOM.
8. UPON STADLIZATION OF CLEARED AREASEM
, REMOVE TEMPORARY EARTH
BERM. SEDIMENT TRAP, AND OEWATERING BASIN
9, THIS CROSSING DETAIL MAY NOT BE NECESSARY IF 00NSTRUCHON CAN BE
ACCOMPUSHED IN THE DRY.
]0' N
COVER
VBt
5'tl SIFJ3VEM PRE, PANNI®
r HBRMCO COUPLING WIH STAINLESS
E1wAAa Noor tSSl6ABBAND FOR B=10® DPAI®MAl10lTt
�� C- ALLl9 YAEpAOOWMAMQIN®
1•PVCMLLVALVI L LDrt wo MAIAmMPRaMu1R2
L ARTDAUIID®DL zpw ADVEeaIiwlG'fAILlvxntl001IDL zau. ((���
rEOMS Evc z MWrr.0 EXv®DAr.
1IraMB,rwMD � � �
rsmpm, aawla RULE. uIAarAur Lha COMENATDN AIR RRIASEAID arcaRxe uWalNrt 1 -yr
NLYBRWlD 1DAR PMOYIi, VN.VCM VALVE lO;PLaD ROf.
s 14c uluwl r BLc DDaN
gRRiRIBtl PLUG VDLVE IOA1901AT1011 1iVWAW l!1Razen
Mr NaD vena
H1 tlNP,NMWAH]Alf ��
O �_ �RAr., MaIN�A.Dnr IMnWKMr TLE, Ptle Dlnu el I I O I I r-
L- R®TRRU=.IG IIFAIKVAL M 1.- HAZEN ANDSAWYER
9110VD A A RESIRPIAEO]0➢Yi SIOR 9101 SOUTHERN PINE BLVD, SUITE 250
CHARLOTTE, NORTH CAROLINA 28273
MWYLDDMTMIL" TYPE WWLAADII PRtl DMLR1INRTAbAl10AIMd. LICENSE NO.: C-0381
IAUft M1uu DA1M DW OIR11NDi
'"`""QA, "ImC H A R L O T T E
AEUM.Ir P -Alm COUPLING
MFEWMIAMM
SECTION VIEW TOP VIEW PIPE WALL SUPPORT � APM*ASECTION VIEW TOP VIEW PIPE WALL SUPPORT W T E R
NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE
COMBINATION AIR RELEASE AND VACUUM VALVE (NON -FLOODPLAIN) COMBINATION AIR RELEASE AND VACUUM VALVE (FLOODPLAIN)
azvo-D1a
DETAIL 4 DETAIL S Job No. File No. MALLARD CREEKWRFREUSEUNE
NOT TO SCALE D4 NOT TO SCALE Da PLAN Scnles I' _ 40 EXTENSION TO UNCC
znraBa n..TN, n\.Tv7o-Ru\azrm-me\B•�a•IF=•IED\�FTus\oaro eFKECIE LmM s,..I eF p.. zaF,-_\7alocr\nz7o-a�7a�\ aw\ns7o-ae\�'a`F*w+w\�7us\Axv-�,a\aavo-n \aulo-oleµway,\w.BP\�7nlsµav-sap:\warm-Ru\nvo-meWeq�\G=•tea\vc7uls\.nv-saz
--o"LEOT ION am W INSTRUCTED
PITON CLASS 1 RID RAP
PIAN
3!-T
LEVEL WMI TOP OF BANK
OR AS NECESSARY
I
CUSS 3 RIP RAP, NJ BARRIER OR
OTHER APPROVED MATERIAL
PROEDE POR
RATION
SECTION A L
COFFER DAM
DETAIL 1
NOT TO SCALE Da
CREEK CROSSING SEQUENCE:
1. INSTALL ALL EROSION CONTROL PEASURESADJALENT
TO PLANNED CROSSING PRIORTODISTURBNNOE.
MINIMIZE DISTURBANCE TO THEEMENTPRACTIGY.
2. PLACE DAM AROUND AREATO BE EXCAVATEDSIFEOR
TO DETAIL 1/DO4 USING CUSSARE-RAPNSNE
COFFER DAM, POLYETHYLENEFABUCANDSANDBAGS
OR ADDITIONAL CLASS 1 RIP-RAP(OUTSIDE COFFER
DAM). COFFER DAM TO EXTEND NO MORE THAN 78%
ACROSS CREEK. A PORTABLE COFFERDAMSYSTEM
SUCH AS PO RTADAM, AQUA DAM, ORSPMRPAMAYBE
USED IN LIEU OF RIPRAP/JERSEYBPPR]ERS.
3. PLACE POLYETHYLENE FPBRICON OPPOSITE
STREAMBANK IF NEEDED TOPHNENTEFOSGN.
4. INSTALL DEWATERING PUMPANDDEWATERAAEA
INSIDE DAM. PUMP HOSE TO D6QMARGETOSETRING
BASIN OR SILT BAG(S) PRIORTOENTERNGOREEK.
PLACE SETTLING BASIN OR SILT BAG(S) ABOVE 2 YEAR
FLOOD ELEVATION WHEREVER PPA, ENGINEER
TO APPROVE TYPE OF SILT BAG PRIORTO
INSTALLATION.
5. CLEAR AND EXCAVATE STREAM AND BANKS AS
NECESSARY TO INSTALL PIP ERIN E. CONTRACTOR EMAIL
CONTINUOUSLY MAINTAIN EROSION CONTROL
MEASURES AND MAKE EVERY EFFORT TO MWI IZE
DISTURBANCE.
6. INSTALL STEEL CASING AND DI CARRIER PIPES WITHIN
DEWATERED AREA AND BACKFILLTOCRGNAOREEK
BOTTOM ELEVATION.
7. REMOVE DAM AND STABILIZE ALL DISTURBED AREAS
ON BANKS OF CREEK. ENSURENEW6WKSADEARTU
ARE FULLY COMPAC7ED ANDSTAHLIZED.
8. RE LOCATE TO OPPOSITE SIDEOFOREEKADNSTAIL
REMAINING STEELCASING AND DICN RPIPBNE
ACCORDING TO STEPS 1 THROUGH7ABOVE.BANKSTO
BE RESTORED WITHIN 48 HWRSN MIDRDPNO=
WITH CONTRACT DRAWINGS. SEE DETAIL2/D04.
PERMANENTLY SEED ALL OTHERDSIUPEEDARES.
9. ONCE AREA HAS BEEN STABILIZED,OBTANAPPROVAL
FROM ENGINEERTO REMOVE AILTBHPORAFYEROSION
CONTROL MEASURES AN D RETURN THOSE LOCATIONS
TO ORIGINAL CONDITION AS CLOSELYASPR4CIICAL
NOTES:
1. CONTRACTOR SMALLFOLLOW CREEK CROSSING
SEQUENCE AS NOTED ON CONTRACT DRAW7M.
2. DEWATERNIS OF THE WORK AREA SHALLBE TR
ACCORDAIIQ WITH SPECIFICATION SECTION 02140.
3. PRE-CM5TRIICnCN CONIOLIRS 94ALL BE R6TDRED
AS -SOMAS POSSIBLE AFTER PIPE INSTAlATIINI.
4. NO NEW PERMANENT INPACPS ARE TO OCMR TO THE
STREAMED (E. C., WPRAP).
5. CONTRACTOR MIST FOLLOW GENERAL ANO REGIONAL
CONDITIONSFDR NATIONWIDE PERMT NM 12 AND
SE43M AND ACTIVITY SPECIFIC CONDITIONS FOR
NORTH CARCLERA WATER QIMLTTY GENERAL
CERTIFICATION NM 4086 WHEN CROSSDIO WATERS
DFTIE UNITED STATES.
EIISHRG GRADE STABILIZE WITH TURF
REINFORCEMENT MATTING AND SEED
NCDOT CLASS B RDTMP,
MININLIN THICKNESS 24 Dan
PROM SEPARATOR GEDTEXTLE
BETWEEN NATIVE SOIL AND R7RAP.
CAiWM �
`1•OIlSPTRBJOI
BANG 00 MPACTED TD 92�M
SID. PROCTOR MAK LEFT
TOCANESS OF S' AS
COIPACTEDIN]ES
FILTER FABRIC
LOEOTEKTILE FABRFC PER sO=N 02278)
RTPRAP SHALL NOT BE INSTALLED
BPLOW ORDMARY ICGh WATER LINE.
STREW BED
DETAIL 2
NOT TO SCALE D4
1,
PUMP
{UIP
CLASS I- .vrvv- 10'x10'
fLow RIP RAP SEOlMEN7 ]RAP
O I OR .ALT BAC
12 Ni 5•
IN
MIN
A A
I
I ! I
S7REAM _
fZ01P-��_
7EMP IB' /0- -
a'- CM
CROSSING 2• CLASS
CLASS T' P/PE OtGSTLW g6WIROL /
R/P RM sraw Am 0'x10•
DEWA 71MA BASIN
70 �M/N O 21 SIDE SLOPE
ea' CONSIRUCROV EA.SFMENT OR S27 BAG
(SEE N07F 4)
F&MH)2EW FABRIC PLAN
QV FACE M ML WOW)
17• PROPOSED CAR 7H AW)U
PUP M/N. _ __ A'AW/ 7YP PUMP 71P OFBANK
>4r a4 ---- alls alo�ak.
5-1 yll IEMP 74' 7D
D Y A 47' CUP
is MIN
INV.PIX YE7HKENE FABRIC
C7EFK CRDSLI'NG AV FACE (8 ML IN")
m RPF
17-rup-m4p-Y STONE OAM
B SECT/ON A -A
f� /AASGLL SANDBAGS /N PIPE /NHERT & FABRIC NN/LE P/AWAYNG
ARU ND ObR/NG 05W57RUCBON /N CREEK
E7HYLENE FABRIC B RfMOHE 5,0811,5 R FA6RA7 70 ALLOW FLOW 7HA`W0Y
ACE (8 ML 7711CV PIPE HHEN NOT PUMPING AROUVa
TEMPORARY CREEK BYPASS
DETAIL 3
NOT TO SCALE D4
NOTES
I. EROSION STONE TO BE "CLASS I' RIP -RAP UNLESS DESIGNATED
DIFFERENTLY ON CONSTRUCTION PLAN.
2- PUMP AND LINE SIZE TO BE DETERMINED BY THE CONTRACTOR.
3. WIDTH OF CONSTRUCTION EASEMENT SHALL BE MINIMIZED BASED UPON
FIELD CON7ITIONS. MY OSTRUBANCE((S) EXCEEDING 4D' MAY REQUIRE
ADDITIONAL WATER GUALITY PERMITTIN
4. THIS MEASURE MAY NOT BE REQUIRED OF WORK PREFORMED IN ME ORY.
ON IR T/ON SFO NCf FOR
1. INSTALL PUMP AND UNE TO PUMP FLOW AREA UPSTREAM OF TEMPORARY
CREEK CROSSING TO AREA DOWNSTREAM OF CONSTRUCTION AREA. BEGIN
PUMPING AND OONTINUINO PUMPING WHILE WORKING WITHN THE CREEK.
2 INSTALL UPSTREAM DAM, FILTER FABRIC, AND TEMPORARY CMP, COMM
PIPE INLET WTH FABRIC AND SAND BMS AS SHOWN IN INSET "A" WHILE
WORKING IN THE CREEK. ALLOW CREEK FLOW THROUGH CMP AS SHOWN IN
INSET'S' WHEN NOT WORKING WITHIN THE CREEK.
I INSTALL DOWNSTflEAM TEMPORARY STONE DAM AND FILTER FABRIC TO
PREVENT BAC( FLOW INTO CON51RUOTION AREA.
4. INSTALL PflOPOSED EARTH BERNS ALONG TOP OF BANK ON EACH 510E OF
THE CONSTRUCRON AREA.
S. INSTALL DEWATERING BASIN OR SILT BAG AT TOP OF BANK. DEWATER
CONSTRUCTION AREA BETWEEN TEMPORARY DAM USNO THIS 61SIN.
8. INSTALL THE 10'X10. 5EDIME141 TRAP OR SILT BAG,
7, UPON CONSTRUCTION COMPLETION, REMOVE TEMPORARY DAMS. FILTER
FABRIC' MD TEMPORARY CMP, DEPRESS TEN CRARY DAM BOTTOMS INTO
MEEK BED UNTIL TOP OF RIP RAP IS LEVEL WITH (REEK BOTTOM.
8. UPON STADLIZATION OF CLEARED AREASEM
, REMOVE TEMPORARY EARTH
BERM. SEDIMENT TRAP, AND OEWATERING BASIN
9, THIS CROSSING DETAIL MAY NOT BE NECESSARY IF 00NSTRUCHON CAN BE
ACCOMPUSHED IN THE DRY.
]0' N
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