20150334 Ver 1_Record Drawings_20150415

Strickland, Bev
From: Arranue,Keven <[e-mail]>
Sent: Wednesday, April l5'ZUl5l:Z5PK4
To: Strickland, Bev
Subject: RE: DVVR#l5U334' Taggart Creek OutfaU and Paw Creek Force Main
Attachments: HOPE VIRECORD DRAVVNGSU7'Ul'ZUl4.pdf
I have three separate files, and each of them is large enough to possibly not make it through our respective m
servers. Please let me know if you do not receive all three emails. i
Principal Scientist I Hazen and Sawyer
4011 WestChase Blvd., Suite 500, Raleigh, NC 27607
919 863-9350 (direct)
From: Strickland, Bev
Sent: Wednesday, April 1S,ZU1S1Z:SSPM
To: Arranae,Keven
Subject: RE: DWR# 150334- Taggart Creek Outfall and Paw Creek Force Main
9.4m,��
Beve�dy Striddarid, Laserfid� ie AdrrflrflstraU)r
NCDENR Division of Water Resources
Physical: Suite 1229,512N Salisbury, N[
Mailing: Mail Service Center 1617, Raleigh, N[ 27699'1617
Phone#919'7O7f8789
Email Address: [e-mail]
From:Arnance, Keven
Sent: Wednesday, April 15,2O15 12:54 PM
To: Strickland, Bev
Subject: RE: DWR# 150334- Taggart Creek Clutfall and Paw Creek Force Main
Principal Scientist I Hazen and Sawyer
4011 WestChase Blvd., Suite 500, Raleigh, NC 27607
919 863-9350 (direct)
Wi

From: Strickland, Bev [mailto :bev.strickland @ncdenr.gov]
Sent: Wednesday, April 15, 2015 10:33 AM
To: Arrance, Keven
Subject: DWR# 150334- Taggart Creek Outfall and Paw Creek Force Main
Mr. Arrance,
Could you please send /email /ftp site me a pdf copy of the above site plans?
Thanks
Bev
Beve�dy Storii llldarm , Laser fi lmg rniirmii torgtc°)r
NCDENR - Division of Water Resources
Physical: Suite 1219, 512 N Salisbury, NC
Mailing: Mail Service Center 1617, Raleigh, NC 27699 -1617
Phone# 919 - 707 -8789
Email Address: [e-mail]

COMPLETION - JUNE, 2014
DESIGN COMPANY:
PLANS PREPARED BY: HAZEN AND SAWYER, P.C.
ADDRESS: 4944 PARKWAY PLAZA BLVD., SUITE 375, CHARLOTTE, NC 28217
PHONE: [phone]
DATE DESIGN COMPLETED: FEBRUARY 2013
SURVEY COMPANIES:
SURVEYED BY: BARRY D. DAVIS SURVEYING
ADDRESS: 2620 WEST MAIN STREET, ALBEMARLE, NC 28001
PHONE: [phone]
DATE SURVEY COMPLETED: FEBRUARY 2013
SURVEYED BY: AVIOIMAGE MAPPING SERVICES
ADDRESS: 4455 MORRIS PARK DRIVE, SUITE B, CHARLOTTE, NC 28227
PHONE: [phone]
DATE SURVEY COMPLETED: 2011
DEVELOPER: LAUREL STREET RESIDENTIAL
ADDRESS: 1300 BAXTER STREET, SUITE 370, CHARLOTTE, NC 28204
PHONE: [phone]
CONTRACTOR: BRS, INC. RICHFIELD, NC
INSPECTOR: JASON GRIFFITH, CMUD
INSIDE CHARLOTTE: ( ) YES ( ) NO:
TOPO NO: 59, 60, 61, 95, 96, 97
CHARLOTTE-MECKL N113URG
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DEVELOPMENT
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VICINITY MAP
NO SCALE
SEWER
i
IRWIN
CREEK
WWTP
PIPE MANUFACTURE:
FRP GRAVITY SEWER
BY: HOBAS
STIFFNESS: SN46
DI GRAVITY SEWER
BY: U.S. PIPE
PRESSURE CLASS: 350 W /PROTECTO 401 (10"/12 ")
MANHOLES
BY: DELLINGER PRECAST
COATING: 2X6OMILS RAVEN 405
USACE 404 PERMIT NO. 2013 -01301
NCDOT ENCROACHMENT NO. 10 -158 -P
NCDENR PERMIT NO. WQ 13 -0356
NCDENR LAND QUALITY PERMIT NO. DEVELOPER
PROJECT DISTURBED AREAS:
DISTURBED AREA - 1.40 ACRES
RECORD DRAWING
THIS DRAWING HAS BEEN MODIFIED
TO REFLECT FIELD CHANGES
REPORTED BY THE CONTRACTOR OR
ANOTHER PARTY, BUT NOT VERIFIED
BY THE CERTIFYING ENGINEER
oOrCA NC ONECALL\
BEFORE YOU DIG
STOP
1- 800 - 632 -4949
.AVOID UTILITY DAMAGEA
CONSTRUCTION SHALL BE IN ACCORDANCE
WITH CHARLOTTE MECKLENBURG UTILITY
DEPARTMENT STANDARD SPECIFICATIONS.
APPROVALS (SEALS)
THIS DOCUMENT ORIGINALLY
ISSUED FOR CONSTRUCTION
AND SEALED BY JAMES N.
STRUVE, SEAL NUMBER 18179.
N.C.P.E.
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N.C.P.E.
SUMMARY OF SEWER MAINS & MANHOLES
SIZE
LENGTH
SIZE
LENGTH
42"
1609LFf
10"
56LFf
12"
6OLFf
TOTAL NO. OF
MANHOLES: 8
TOTAL NO. LOTS SERVED: 2
PROJECT NAME: PAW CREEK FORCE MAIN REPLACEMENT
PH3 - HOPE VI SECTION
JOB NO: 804 -10 -516
DATE OF ACTIVATION: N/A
DATE AS BUILT. JULY 2014 BY: H &S
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0

I /1
L„
lz
SHEET INDEX
ss �
BILLY GRAHAM PARKWAY
1
CO VER
MATERIAL
TYPE OF JOINT
2
INDEX SHEET
AND SCHEDULING
3
GENERAL NOTES,
LEGEND AND A BBRE VIA TIONS
PLAN AND PROFILE
TYPE
SIZE
VENT EL
4
STA 103 +00
TO
STA 110 +00
5
STA 110 +00
TO
STA 119 +08.97
6
CONNECTION
NO.
1 & NO. 2
DETAILS
7 MISCELLANEOUS DETAILS
9 CMUD STANDARD DETAILS
10 CMUD STANDARD DETAILS
ss
ml
0
y'�-
c,S
0
PLAN
1 " =400'
PIPE SCHEDULE
PIPE
MATERIAL
TYPE OF JOINT
MANHOLE SCHEDULE
IDENTIFICATION
42"
STATION
TYPE
SIZE
VENT EL
INTERIOR
COATING
RING & COVER
BOOT
103 +39.34
MONOBEND
PRECAST
6FT
DIA.
—
2X60
MILS
RAVEN
405
30"
A —LOK
106 +14.69
MONOBEND
PRECAST
6FT
DIA.
630.0
2X60
MILS
RAVEN
405
30"
A —LOK
108 +69.15
MONOBEND
PRECAST
6FT
DIA.
-
2X60
MILS
RAVEN
405
30"
A -LOK
111 +37.10
MONOBEND
PRECAST
6FT
DIA.
-
2X60
MILS
RAVEN
405
30"
A -LOK
115 +18.42
MONOBEND
PRECAST
6FT
DIA.
634.0
2X60
MILS
RAVEN
405
30"
A —LOK
116 +10.36
MONOBEND
PRECAST
6FT
DIA.
—
2X60
MILS
RAVEN
405
30"
A —LOK
116 +93.87
MONOBEND
PRECAST
6FT
DIA.
-
2X60
MILS
RAVEN
405
30"
A -LOK
118 +69.85
MONOBEND
PRECAST
6FT
DIA.
-
2X60
MILS
RAVEN
405
30"
A -LOK
PIPE SCHEDULE
PIPE
MATERIAL
TYPE OF JOINT
CLASS /DESIGN
IDENTIFICATION
42"
FRPM
DOUBLE BELL
SN -72
COUPLING
12" &
DUCTILE IRON
PUSH ON
CL -350 W/
SMALLER
P401
s
N
3 107/141 JOG
RECORD DRAWINGS
4�
i
RECORD DRAWING
THIS DRAWING HAS BEEN MODIFIED
TO REFLECT FIELD CHANGES
REPORTED BY THE CONTRACTOR OR
ANOTHER PARTY, BUT NOT VERIFIED
BY THE CERTIFYING ENGINEER
rlw%sv
Kn w what'- b SOW,
2
ARKWAY
THIS DOCUMENT ORIGINALLY
ISSUED FOR CONSTRUCTION
AND SEALED BY JAMES N.
STRUVE, SEAL NUMBER 18179.
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ABBREVIATIONS
SYMBOLS
M
O
%
PERCENT
OHE OR OE
OVERHEAD ELECTRIC
&
AND
OHT
OVERHEAD TELEPHONE
MISCELLANEOUS
AT
OHTV
OVERHEAD CABLE TV
MONUMENT
A
N
p
ABAN
ABANDON /ED
PED
PEDESTAL
ADD
ADDENDUM
PG
PAGE
APPROX
APPROXIMATE
PKWY
PARKWAY
ARV
AIR RELEASE VALVE
PL OR R
PROPERTY LINE
ASPH
ASPHALT
PNG
PIEDMONT NATURAL GAS
60 OF NITROGEN
OF DITCHES,
PP
POWER POLE
EXIST R/W
B
PV
PLUG VALVE
500 OF
USE CHANNEL OR DITCH LINING
PVMT
PAVEMENT
BFV
BUTTERFLY VALVE
500
4000
10 -10 -10
(WHERE SPECIFIED) TO COVER BOTTOM
PWR
POWER
BLDG
BUILDING
-- -�-
TOP OF BANK /SLOPE
BLVD
BOULEVARD
R
.TOE.
C
R/W OR RW
RIGHT OF WAY
500 OF
USE CHANNEL OR DITCH LINING
R
RADIUS
CB
CATCH BASIN
500
4000
10 -10 -10
(WHERE SPECIFIED) TO COVER BOTTOM
RCP
REINFORCED CONCRETE PIPE
CDIA
CHARLOTTE - DOUGLAS
y
STORM DRAIN /CATCH BASIN
60 OF NITROGEN
OF DITCHES.
RD
ROAD
N/A
INTERNATIONAL AIRPORT
750 -100D
4000
N/A
OVER SEED WITH TYPE P SEED MIXTURE
RJ
RESTRAINED JOINT
CL OR
CENTERLINE
SEDIMENT LOG INLET PROTECTION
DURING NEXT PLANTING SEASON
RR
RAILROAD
CLF
CHAIN LINK FENCE
750 -1000
4000
CMP
CORRUGATED METAL PIPE
S
CMU
CHARLOTTE - MECKLENBURG UTILITIES
CMUD
CHARLOTTE - MECKLENBURG UTILITY DEPARTMENT
SD
STORM DRAIN
N/A
DEPARTMENT
SF
SILT FENCE
CO
CLEANOUT
SHT
SHEET
CONC
CONCRETE
SSMH
SANITARY SEWER MANHOLE
DURING NEXT PLANTING SEASON
SS
SANITARY SEWER
D
STA
STATION
STD
STANDARD
DI
DUCTILE IRON
SWR
SEWER
DI OR 0
DIAMETER
DIM
DIMENSION
T
DIP
DUCTILE IRON PIPE
DWG
DRAWING
TBM
TEMPORARY BENCH MARK
TCE
TEMPORARY CONSTRUCTION
E
EASEMENT
TD
TEMPORARY DIVERSION
EIP
EXISTING IRON PIN
TEL
TELEPHONE
ELEV OR EL
ELEVATION
TEMP
TEMPORARY
EMH
EXISTING MANHOLE
TYP
TYPICAL
ESMT
EASEMENT
EXIST
EXISTING
U
F
UG
UNDERGROUND
UGE
UNDERGROUND ELECTRIC
FES
FLARED END SECTION
UGT
UNDERGROUND TELEPHONE
FH
FIRE HYDRANT
UGTV
UNDERGROUND CABLE TV
FM
FORCE MAIN
FOC
FIBER OPTIC CABLE
V
FRPM
FIBERGLASS REINFORCED PLASTIC MORTAR
VERT
VERTICAL
G
W
G
GAS
GR
GRADE
W
WATER
GV
GATE VALVE OR GAS VALVE
WL
WATER LINE
WM
WATER METER
H
W/
WI TH
W/0
WITHOUT
HORZ
HORIZONTAL
WV
WATER VALVE
HW
HEADWALL
HWY
HIGHWAY
HYD
HYDRANT
I
IN INCHES
INV INVERT
J
JT JOINT
L
LF LINEAR FOOT
LOC LIMITS OF CONSTRUCTION
LP LIGHT POLE
20140701 9:43A H: \32070- 000 \Drawings \Taggart Creek \GEN \X2 - HOPE -Adwg By: JGREENE Last Saved By. lgreene XREFs= H: \32070 -D00 \Drawings \Taggart Creek \MISC \HOPE- VI_GS_TB
GENERAL AND EROSION CONTROL NOTES:
1. CONTACT CH ARLOTTE- MECKLENBURG UTILITY DEPARTMENT
PROJECT MANAGER (JULIE MCLELLAND) AND INSPECTOR BY PHONE
OR IN PERSON A MINIMUM OF 40 BUSINESS HOURS PRIOR TO
BEGINNING LAND DISTURBING ACTIVITY. JULIE MCLELLAND CAN BE
REACHED AT 704 - 634 -8562.
2. ALL WORK SHALL COMPLY WITH CONTRACT DOCUMENTS AND
THE SPECIAL PROVISIONS AS DESCRIBED IN THE PROJECT
MANUAL. CONTRACT DOCUMENTS SUPERCEDE CMUD
STANDARDS.
3. CONTACT THE LOCAL PUBLIC UTILITIES LOCATING SERVICE TO
LOCATE UTILITIES IN THE AREA BEFORE ANY EXCAVATION.
ALL EXISTING UTILITIES MAY NOT SHOWN ON THE DRAWINGS.
CONTRACTOR IS RESPONSIBLE FOR LOCATING AND
PROTECTING EXISTING UTILITIES, WHETHER SHOWN OR NOT,
AND REPAIRING ALL DAMAGE TO UTILITIES AT HIS OWN
EXPENSE. CONTACT NC ONE CALL AT 811 OR
800 - 632 -4949.
4. THE TOPOGRAPHIC MAPS WERE PREPARED FROM AN AERIAL
SURVEY - CONTOUR INTERVAL OF 1 FOOT. GRID SYSTEM
AND COORDINATES ARE NC STATE PLANE COORDINATE
SYSTEM (1983 DATUM).
5. DISTURBANCE SHALL BE LIMITED TO THE TEMPORARY AND
PERMANENT CMUD RIGHT -OF -WAY, AREAS FOR WHICH
ENCROACHMENT AGREEMENTS HAVE BEEN OBTAINED, AND
STAGING AREAS PROCURED BY THE CONTRACTOR.
CONTRACTOR SHALL REMOVE ALL TREES WITHIN THE LIMITS
OF THE PERMANENT CMUD RIGHT -OF -WAY, EXCEPT WHERE
TREE PROTECTION IS SHOWN ON THE DRAWINGS,
6. LIMITS OF CONSTRUCTION (LOC) TO BE EDGE OF TEMPORARY
CONSTRUCTION EASEMENT (TCE), EDGE OF PAVEMENT (EOP)
OR SILT FENCE LINE (OPEN AREAS) AS INDICATED ON
INDIVIDUAL DRAWINGS.
7. CONTRACTOR IS RESPONSIBLE FOR PROCURING ALL
MOBILIZATION, STORAGE, AND STAGING AREAS AS WELL AS
ACCESS TO THE CONSTRUCTION SITES WITHIN THE
TEMPORARY AND PERMANENT CMUD RIGHT -OF -WAY NOT
ALREADY ACQUIRED. EROSION CONTROL DEVICES SHALL BE
INSTALLED AND MAINTAINED AT ALL WORK SITES, STAGING
AREAS AND OFF SITE SPOILS AREAS. CONTRACTOR SHALL
FOLLOW ALL LOCAL REGULATIONS REGARDING THE WORK,
INCLUDING KEEPING MUD AND DIRT OFF OF PUBLIC ROADS
AND PRIVATE ENTRANCES, AND REHABILITATING STAGING,
STORAGE OR STOCKPILING AREAS TO EQUAL OR BETTER
THAN EXISTING CONDITION. CONTRACTOR SHALL TAKE ALL
REASONABLE MEASURES TO PREVENT TRACKING MUD /SOIL
ONTO ADJACENT ROADWAYS. ANY MUD /SOIL TRACKED ON
ROADWAYS SHALL BE CLEANED DAILY. FOLLOWING
COMPLETION OF CONSTRUCTION, RESTORE ALL CONSTRUCTION
SITE ACCESS AREAS TO A CONDITION EQUAL TO OR BETTER
THAN ORIGINAL.
8. EROSION AND SEDIMENTATION CONTROL FACILITIES SHALL BE
INSTALLED PRIOR TO CLEARING OR AS SOON AS PRACTICAL
THEREAFTER BEFORE PERFORMING EXCAVATION IN ANY AREA,
MAINTAINED DURING WORK, AND REMOVED WHEN WORK IS
COMPLETED. TEMPORARY AND PERMANENT STABILIZATION
SHALL BE PERFORMED AS SPECIFIED IN SECTION 02276.
CONTRACT DOCUMENTS SUPERCEDE CMUD DESIGN
STANDARDS.
9. SOIL EXPLORATION WORK WAS PERFORMED BY S &ME. SOILS
EXPLORATION WORK IS SOLELY TO ASSIST BIDDERS IN
ASSESSING THE NATURE AND EXTENT OF TESTING
PROCEDURES REQUIRED TO MAKE THEIR OWN DETERMINATION
OF ACTUAL SUBSURFACE CONDITIONS THAT WILL BE
ENCOUNTERED DURING THE COURSE OF THE WORK. NO
REPRESENTATION IS MADE OR WILL BE GIVEN BY THE
ENGINEER CONCERNING ACTUAL CONDITIONS THAT WILL BE
ENCOUNTERED. ALL BIDDERS ARE DIRECTED PRIOR TO
BIDDING TO CONDUCT ALL INVESTIGATIONS AND TESTING
THEY DEEM NECESSARY TO ARRIVE AT THEIR OWN
CONCLUSIONS REGARDING SUCH CONDITIONS. SOIL BORING
PROFILE ELEVATIONS ARE APPROXIMATE.
10. ALL AREAS WITH OPEN EXCAVATIONS, OPEN VAULTS OR
MANHOLES, OR EQUIPMENT SHALL BE FENCED WITH
TEMPORARY SAFETY FENCING AT LEAST 4 FEET HIGH AT END
OF EACH WORK DAY.
11. WHEN DEWATERING TRENCHES, TURBID WATER SHALL BE
PUMPED THROUGH A FILTER BAG.
12. ADDITIONAL SILT FENCE AND SILT FENCE STONE OUTLETS
MAY BE REQUIRED BASED ON FIELD CONDITIONS AS
DIRECTED BY ENGINEER.
13. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY WASTEWATER
SPILLS THAT OCCUR DURING CONSTRUCTION AND
ASSOCIATED FINES FROM STATE REGULATORY AGENCIES.
14. ANY LAND CORNER, PROPERTY MONUMENTATION, OR
BENCHMARK WITHIN THE LIMITS OF CONSTRUCTION SHALL BE
PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF
BEING DESTROYED, THE CONTRACTOR SHALL NOTIFY THE
OWNER IMMEDIATELY. ANY CORNER MONUMENT DISTURBED
OR DESTROYED SHALL BE RESET BY A PROFESSIONAL LAND
SURVEYOR REGISTERED IN THE STATE OF NC AT THE
CONTRACTOR'S EXPENSE. CONTRACTOR TO PROTECT OR
REPLACE NCDOT RIGHT -OF -WAY MARKERS OR MONUMENTS
PER NCDOT 806.01.
15. CONTACT CMUD PROJECT MANAGER IMMEDIATELY REGARDING
ANY CONFLICTS THAT ARISE DURING CONSTRUCTION OF
WORK SHOWN ON THE DRAWINGS.
16. FOR ALL TIE -IN PIPING OR CROSSINGS, CONTRACTOR SHALL
VERIFY ALL EXISTING PIPELINE ELEVATIONS, LOCATIONS,
DIAMETERS, AND MATERIALS PRIOR TO SHOP DRAWING
SUBMITTALS, NOTIFYING THE ENGINEER OF ANY CONFLICTS.
17. ALL DRIVEWAYS, DRAIN PIPES, HEADWALLS, AND OTHER
PHYSICAL FEATURES SHALL BE RESTORED TO EQUAL OR
BETTER THAN EXISTING CONDITION, IN BOTH NEW AND
EXISTING RIGHTS -OF -WAY AND WITHIN ANY TEMPORARY
EASEMENT AREAS. ANY STRUCTURES OR DRIVEWAYS
DISTURBED OUTSIDE THE RIGHT -OF -WAY OR EASEMENT
SHALL ALSO BE FULLY RESTORED AT NO COST TO THE
PROPERTY OWNER,
18. PROTECT ALL DRAIN CULVERTS DURING CONSTRUCTION.
MAINTAIN PROTECTION UNTIL DISTURBED AREAS ARE
STABILIZED WITH GROUND COVER SUFFICIENT TO RESTRAIN
EROSION.
19. PROVIDE TEMPORARY DITCH LINING FOR DISTURBED DITCH
LINES OR OTHER AREAS OF CONCENTRATED FLOW WHERE
SLOPE IS GREATER THAN 2 %.
20, CONTRACTOR TO EXCAVATE AND DETERMINE ELEVATION OF
ALL KNOWN CONFLICTS AT LEAST 1000 FEET AHEAD OF PIPE
OR CASING INSTALLATION.
21. CLASS B CONCRETE MIX DESIGN SHALL HAVE A MINIMUM
28 -DAY COMPRESSIVE STRENGTH OF 3600 psi.
22. CONTRACTOR TO PROVIDE BYPASS PUMPING AS NEEDED.
COORDINATE FLOW WITH CMUD.
23, ELEVATIONS AND GRADES SHOWN WITHIN THESE CONTRACT
DRAWINGS ARE CRITICAL TO THIS SEWER INSTALLATION.
CONTRACTOR'S REGISTERED LAND SURVEYOR SHALL VERIFY LINES
AND GRADES THROUGHOUT THE INSTALLATION PROCESS.
24. FRPM PIPE TO BE HANDLED WITH CARE WHEN UNLOADING,
STORING, AND INSTALLING. USE OF CABLES OR CHAINS IS
PROHIBITED. CLEAN PIPE ENDS AND APPLY LUBRICANT PRIOR TO
INSTALLING. BED FRPM PIPE MINIMUM 5- INCHES BELOW BOTTOM
TO MINIMUM 6- INCHES ABOVE TOP OF PIPE FOR ENTIRE TRENCH
WIDTH. EACH PIPE JOINT TO BE TESTED IN ACCORDANCE WITH
CONTRACT SPECIFICATIONS. ALL FRPM PIPE SHALL BE MANDREL
TESTED FOR DEFLECTION NOT LESS THAN 30 -DAYS FOLLOWING
COMPLETION AND ACCEPTANCE OF BACKFILL. COMPLETED
INSTALLATION TO HAVE ZERO LEAKAGE.
25. PULL TESTING SHALL BE REQUIRED FOR MANHOLE COATINGS AND
SHALL BE PERFORMED BY A THIRD PARTY TESTING FIRM PAID BY
CMUD. CONTRACTOR SHALL BE RESPONSIBLE FOR RECOATING ALL
PULL TEST LOCATIONS.
26. PRE - DRILL, MAXIMUM 25 -FOOT INTERVALS, AHEAD OF LAYING
PIPE TO DETERMINE ROCK ELEVATION.
27. SUBMIT SCHEDULE OF VALUES FOR PAY ITEM 2 AS DESCRIBED IN
CONTRACT SPECIFICATIONS.
28. EXCESS EXCAVATED MATERIAL FROM PIPE OVERBURDEN SHALL BE
REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED
AND PROPERLY PERMITTED OFFSITE LOCATION. CONTRACTOR
SHALL PROVIDE TO ENGINEER EROSION AND SEDIMENT CONTROL
DRAWINGS APPROVED BY NCDENR LAND QUALITY SECTION FOR ALL
OFFSITE DISPOSAL AREAS USED ON THE PROJECT PRIOR TO
DISPOSING OF ANY MATERIALS OFFSITE.
29. REPLACE ALL EXISTING FENCES IMMEDIATELY AFTER CONSTRUCTION
HAS CLEARED THE FENCE LINE. TEMPORARY FENCES THAT
PROVIDE EQUAL SECURITY SHALL BE ERECTED UNTIL THE EXISTING
FENCE CAN BE RESET.
30, THIS PROJECT REQUIRES WORK TO BE PERFORMED WITHIN THE
NCDOT RIGHT -OF -WAY. WORK SHALL BE PERFORMED AS
OUTLINED IN THE ENCROACHMENTS ISSUED BY NCDOT. NOTIFY
THE NCDOT DISTRICT ENGINEER TWENTY -FOUR (24) HOURS PRIOR
TO COMMENCING ANY CONSTRUCTION WITHIN THE DEPARTMENT'S
RIGHT -OF -WAY. ALL MATERIALS USED IN NCDOT RIGHT -OF -WAY
TO BE APPROVED BY NCDOT.
31. LIMITS OF DISTURBANCE FOR THIS PROJECT IS APPROXIMATELY 2.3
ACRES.
32. DELAYED AVAILABILITY ON LINEBERGER PROPERTY.
SEEDING SCHEDULE
APPLICATION RATES IN POUNDS /ACRE
M
MAX
MAXIMUM
MB
MAILBOX
MECH
MECHANICAL
MIN
MINIMUM
MISC
MISCELLANEOUS
MJ
MECHANICAL JOINT
MON
MONUMENT
COMMENTS
N
N
NORTH
NCDENR
NORTH CAROLINA DEPARTMENT OF
UNDERGROUND CABLE TV
ENVIRONMENTAL AND NATURAL
USE CHANNEL OR DITCH LINING
RESOURCES
NCDOT
NORTH CAROLINA DEPARTMENT
150
OF TRANSPORTATION
NO OR #
NUMBER
N -S
NORFOLK- SOUTHERN
NTS
NOT TO SCALE
20140701 9:43A H: \32070- 000 \Drawings \Taggart Creek \GEN \X2 - HOPE -Adwg By: JGREENE Last Saved By. lgreene XREFs= H: \32070 -D00 \Drawings \Taggart Creek \MISC \HOPE- VI_GS_TB
GENERAL AND EROSION CONTROL NOTES:
1. CONTACT CH ARLOTTE- MECKLENBURG UTILITY DEPARTMENT
PROJECT MANAGER (JULIE MCLELLAND) AND INSPECTOR BY PHONE
OR IN PERSON A MINIMUM OF 40 BUSINESS HOURS PRIOR TO
BEGINNING LAND DISTURBING ACTIVITY. JULIE MCLELLAND CAN BE
REACHED AT 704 - 634 -8562.
2. ALL WORK SHALL COMPLY WITH CONTRACT DOCUMENTS AND
THE SPECIAL PROVISIONS AS DESCRIBED IN THE PROJECT
MANUAL. CONTRACT DOCUMENTS SUPERCEDE CMUD
STANDARDS.
3. CONTACT THE LOCAL PUBLIC UTILITIES LOCATING SERVICE TO
LOCATE UTILITIES IN THE AREA BEFORE ANY EXCAVATION.
ALL EXISTING UTILITIES MAY NOT SHOWN ON THE DRAWINGS.
CONTRACTOR IS RESPONSIBLE FOR LOCATING AND
PROTECTING EXISTING UTILITIES, WHETHER SHOWN OR NOT,
AND REPAIRING ALL DAMAGE TO UTILITIES AT HIS OWN
EXPENSE. CONTACT NC ONE CALL AT 811 OR
800 - 632 -4949.
4. THE TOPOGRAPHIC MAPS WERE PREPARED FROM AN AERIAL
SURVEY - CONTOUR INTERVAL OF 1 FOOT. GRID SYSTEM
AND COORDINATES ARE NC STATE PLANE COORDINATE
SYSTEM (1983 DATUM).
5. DISTURBANCE SHALL BE LIMITED TO THE TEMPORARY AND
PERMANENT CMUD RIGHT -OF -WAY, AREAS FOR WHICH
ENCROACHMENT AGREEMENTS HAVE BEEN OBTAINED, AND
STAGING AREAS PROCURED BY THE CONTRACTOR.
CONTRACTOR SHALL REMOVE ALL TREES WITHIN THE LIMITS
OF THE PERMANENT CMUD RIGHT -OF -WAY, EXCEPT WHERE
TREE PROTECTION IS SHOWN ON THE DRAWINGS,
6. LIMITS OF CONSTRUCTION (LOC) TO BE EDGE OF TEMPORARY
CONSTRUCTION EASEMENT (TCE), EDGE OF PAVEMENT (EOP)
OR SILT FENCE LINE (OPEN AREAS) AS INDICATED ON
INDIVIDUAL DRAWINGS.
7. CONTRACTOR IS RESPONSIBLE FOR PROCURING ALL
MOBILIZATION, STORAGE, AND STAGING AREAS AS WELL AS
ACCESS TO THE CONSTRUCTION SITES WITHIN THE
TEMPORARY AND PERMANENT CMUD RIGHT -OF -WAY NOT
ALREADY ACQUIRED. EROSION CONTROL DEVICES SHALL BE
INSTALLED AND MAINTAINED AT ALL WORK SITES, STAGING
AREAS AND OFF SITE SPOILS AREAS. CONTRACTOR SHALL
FOLLOW ALL LOCAL REGULATIONS REGARDING THE WORK,
INCLUDING KEEPING MUD AND DIRT OFF OF PUBLIC ROADS
AND PRIVATE ENTRANCES, AND REHABILITATING STAGING,
STORAGE OR STOCKPILING AREAS TO EQUAL OR BETTER
THAN EXISTING CONDITION. CONTRACTOR SHALL TAKE ALL
REASONABLE MEASURES TO PREVENT TRACKING MUD /SOIL
ONTO ADJACENT ROADWAYS. ANY MUD /SOIL TRACKED ON
ROADWAYS SHALL BE CLEANED DAILY. FOLLOWING
COMPLETION OF CONSTRUCTION, RESTORE ALL CONSTRUCTION
SITE ACCESS AREAS TO A CONDITION EQUAL TO OR BETTER
THAN ORIGINAL.
8. EROSION AND SEDIMENTATION CONTROL FACILITIES SHALL BE
INSTALLED PRIOR TO CLEARING OR AS SOON AS PRACTICAL
THEREAFTER BEFORE PERFORMING EXCAVATION IN ANY AREA,
MAINTAINED DURING WORK, AND REMOVED WHEN WORK IS
COMPLETED. TEMPORARY AND PERMANENT STABILIZATION
SHALL BE PERFORMED AS SPECIFIED IN SECTION 02276.
CONTRACT DOCUMENTS SUPERCEDE CMUD DESIGN
STANDARDS.
9. SOIL EXPLORATION WORK WAS PERFORMED BY S &ME. SOILS
EXPLORATION WORK IS SOLELY TO ASSIST BIDDERS IN
ASSESSING THE NATURE AND EXTENT OF TESTING
PROCEDURES REQUIRED TO MAKE THEIR OWN DETERMINATION
OF ACTUAL SUBSURFACE CONDITIONS THAT WILL BE
ENCOUNTERED DURING THE COURSE OF THE WORK. NO
REPRESENTATION IS MADE OR WILL BE GIVEN BY THE
ENGINEER CONCERNING ACTUAL CONDITIONS THAT WILL BE
ENCOUNTERED. ALL BIDDERS ARE DIRECTED PRIOR TO
BIDDING TO CONDUCT ALL INVESTIGATIONS AND TESTING
THEY DEEM NECESSARY TO ARRIVE AT THEIR OWN
CONCLUSIONS REGARDING SUCH CONDITIONS. SOIL BORING
PROFILE ELEVATIONS ARE APPROXIMATE.
10. ALL AREAS WITH OPEN EXCAVATIONS, OPEN VAULTS OR
MANHOLES, OR EQUIPMENT SHALL BE FENCED WITH
TEMPORARY SAFETY FENCING AT LEAST 4 FEET HIGH AT END
OF EACH WORK DAY.
11. WHEN DEWATERING TRENCHES, TURBID WATER SHALL BE
PUMPED THROUGH A FILTER BAG.
12. ADDITIONAL SILT FENCE AND SILT FENCE STONE OUTLETS
MAY BE REQUIRED BASED ON FIELD CONDITIONS AS
DIRECTED BY ENGINEER.
13. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY WASTEWATER
SPILLS THAT OCCUR DURING CONSTRUCTION AND
ASSOCIATED FINES FROM STATE REGULATORY AGENCIES.
14. ANY LAND CORNER, PROPERTY MONUMENTATION, OR
BENCHMARK WITHIN THE LIMITS OF CONSTRUCTION SHALL BE
PROTECTED. IF A CORNER MONUMENT IS IN DANGER OF
BEING DESTROYED, THE CONTRACTOR SHALL NOTIFY THE
OWNER IMMEDIATELY. ANY CORNER MONUMENT DISTURBED
OR DESTROYED SHALL BE RESET BY A PROFESSIONAL LAND
SURVEYOR REGISTERED IN THE STATE OF NC AT THE
CONTRACTOR'S EXPENSE. CONTRACTOR TO PROTECT OR
REPLACE NCDOT RIGHT -OF -WAY MARKERS OR MONUMENTS
PER NCDOT 806.01.
15. CONTACT CMUD PROJECT MANAGER IMMEDIATELY REGARDING
ANY CONFLICTS THAT ARISE DURING CONSTRUCTION OF
WORK SHOWN ON THE DRAWINGS.
16. FOR ALL TIE -IN PIPING OR CROSSINGS, CONTRACTOR SHALL
VERIFY ALL EXISTING PIPELINE ELEVATIONS, LOCATIONS,
DIAMETERS, AND MATERIALS PRIOR TO SHOP DRAWING
SUBMITTALS, NOTIFYING THE ENGINEER OF ANY CONFLICTS.
17. ALL DRIVEWAYS, DRAIN PIPES, HEADWALLS, AND OTHER
PHYSICAL FEATURES SHALL BE RESTORED TO EQUAL OR
BETTER THAN EXISTING CONDITION, IN BOTH NEW AND
EXISTING RIGHTS -OF -WAY AND WITHIN ANY TEMPORARY
EASEMENT AREAS. ANY STRUCTURES OR DRIVEWAYS
DISTURBED OUTSIDE THE RIGHT -OF -WAY OR EASEMENT
SHALL ALSO BE FULLY RESTORED AT NO COST TO THE
PROPERTY OWNER,
18. PROTECT ALL DRAIN CULVERTS DURING CONSTRUCTION.
MAINTAIN PROTECTION UNTIL DISTURBED AREAS ARE
STABILIZED WITH GROUND COVER SUFFICIENT TO RESTRAIN
EROSION.
19. PROVIDE TEMPORARY DITCH LINING FOR DISTURBED DITCH
LINES OR OTHER AREAS OF CONCENTRATED FLOW WHERE
SLOPE IS GREATER THAN 2 %.
20, CONTRACTOR TO EXCAVATE AND DETERMINE ELEVATION OF
ALL KNOWN CONFLICTS AT LEAST 1000 FEET AHEAD OF PIPE
OR CASING INSTALLATION.
21. CLASS B CONCRETE MIX DESIGN SHALL HAVE A MINIMUM
28 -DAY COMPRESSIVE STRENGTH OF 3600 psi.
22. CONTRACTOR TO PROVIDE BYPASS PUMPING AS NEEDED.
COORDINATE FLOW WITH CMUD.
23, ELEVATIONS AND GRADES SHOWN WITHIN THESE CONTRACT
DRAWINGS ARE CRITICAL TO THIS SEWER INSTALLATION.
CONTRACTOR'S REGISTERED LAND SURVEYOR SHALL VERIFY LINES
AND GRADES THROUGHOUT THE INSTALLATION PROCESS.
24. FRPM PIPE TO BE HANDLED WITH CARE WHEN UNLOADING,
STORING, AND INSTALLING. USE OF CABLES OR CHAINS IS
PROHIBITED. CLEAN PIPE ENDS AND APPLY LUBRICANT PRIOR TO
INSTALLING. BED FRPM PIPE MINIMUM 5- INCHES BELOW BOTTOM
TO MINIMUM 6- INCHES ABOVE TOP OF PIPE FOR ENTIRE TRENCH
WIDTH. EACH PIPE JOINT TO BE TESTED IN ACCORDANCE WITH
CONTRACT SPECIFICATIONS. ALL FRPM PIPE SHALL BE MANDREL
TESTED FOR DEFLECTION NOT LESS THAN 30 -DAYS FOLLOWING
COMPLETION AND ACCEPTANCE OF BACKFILL. COMPLETED
INSTALLATION TO HAVE ZERO LEAKAGE.
25. PULL TESTING SHALL BE REQUIRED FOR MANHOLE COATINGS AND
SHALL BE PERFORMED BY A THIRD PARTY TESTING FIRM PAID BY
CMUD. CONTRACTOR SHALL BE RESPONSIBLE FOR RECOATING ALL
PULL TEST LOCATIONS.
26. PRE - DRILL, MAXIMUM 25 -FOOT INTERVALS, AHEAD OF LAYING
PIPE TO DETERMINE ROCK ELEVATION.
27. SUBMIT SCHEDULE OF VALUES FOR PAY ITEM 2 AS DESCRIBED IN
CONTRACT SPECIFICATIONS.
28. EXCESS EXCAVATED MATERIAL FROM PIPE OVERBURDEN SHALL BE
REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED
AND PROPERLY PERMITTED OFFSITE LOCATION. CONTRACTOR
SHALL PROVIDE TO ENGINEER EROSION AND SEDIMENT CONTROL
DRAWINGS APPROVED BY NCDENR LAND QUALITY SECTION FOR ALL
OFFSITE DISPOSAL AREAS USED ON THE PROJECT PRIOR TO
DISPOSING OF ANY MATERIALS OFFSITE.
29. REPLACE ALL EXISTING FENCES IMMEDIATELY AFTER CONSTRUCTION
HAS CLEARED THE FENCE LINE. TEMPORARY FENCES THAT
PROVIDE EQUAL SECURITY SHALL BE ERECTED UNTIL THE EXISTING
FENCE CAN BE RESET.
30, THIS PROJECT REQUIRES WORK TO BE PERFORMED WITHIN THE
NCDOT RIGHT -OF -WAY. WORK SHALL BE PERFORMED AS
OUTLINED IN THE ENCROACHMENTS ISSUED BY NCDOT. NOTIFY
THE NCDOT DISTRICT ENGINEER TWENTY -FOUR (24) HOURS PRIOR
TO COMMENCING ANY CONSTRUCTION WITHIN THE DEPARTMENT'S
RIGHT -OF -WAY. ALL MATERIALS USED IN NCDOT RIGHT -OF -WAY
TO BE APPROVED BY NCDOT.
31. LIMITS OF DISTURBANCE FOR THIS PROJECT IS APPROXIMATELY 2.3
ACRES.
32. DELAYED AVAILABILITY ON LINEBERGER PROPERTY.
SEEDING SCHEDULE
APPLICATION RATES IN POUNDS /ACRE
SEED **
PLANTING
PROPOSED � FORCEMAIN & GRAVITY SEWER
STRAW
o
PROPOSED SAN SWR MANHOLE
MIXTURE
SEASON
LIME*
SEED
FERTILIZER*
MULCH
TOPDRESSING*
COMMENTS
UNDERGROUND TELEPHONE
UGT
OVERHEAD TELEPHONE
OHT
UNDERGROUND CABLE TV
500 OF
USE CHANNEL OR DITCH LINING
P
APRIL 15 -JUNE 15
2000
150
500
4000
10 -10 -10
(WHERE SPECIFIED) TO COVER BOTTOM
�<
TOWER LINE
EXISTING GAS MAIN
EXIST ?" GAS
GAS VALVE
60 OF NITROGEN
OF DITCHES,
9GTW
EXISTING WATER OR SEWER R/W
EXIST R/W
PROPOSED WATER OR SEWER R/W
--
PROPOSED TCE /LOC
500 OF
USE CHANNEL OR DITCH LINING
PF
AUG 15 -OCT 15
2000
150
500
4000
10 -10 -10
(WHERE SPECIFIED) TO COVER BOTTOM
MARSH
-
CREEK OR BRANCH
-- -�-
TOP OF BANK /SLOPE
60 OF NITROGEN
OF DITCHES.
TOE OF BANK /SLOPE
.TOE.
RIP - RAP
WOODSLINEw�
500 OF
USE CHANNEL OR DITCH LINING
PW
FEB 15 -MARCH 21
2000
150
500
4000
10 -10 -10
(WHERE SPECIFIED) TO COVER BOTTOM
FENCE ( LABEL TYPE )
STREET SIGN ( LABEL TYPE)
y
STORM DRAIN /CATCH BASIN
60 OF NITROGEN
OF DITCHES.
TW
JAN 1 -MAY 1
N/A
170
750 -100D
4000
N/A
OVER SEED WITH TYPE P SEED MIXTURE
ROLLED EROSION CONTROL MATTING STD. 6.17 -
TREE PROTECTION BARRIER FENCE
SEDIMENT LOG INLET PROTECTION
DURING NEXT PLANTING SEASON
TS
MAY 1- AUGUST 15
N/A
35
750 -1000
4000
N/A
OVER SEED WITH TYPE P SEED MIXTURE
DURING NEXT PLANTING SEASON
TF
AUGUST 16 -DEC 30
N/A
120J
750 -1000
4000
N/A
OVER SEED WITH TYPE P SEED MIXTURE
DURING NEXT PLANTING SEASON
* APPLICATION RATES AND /OR CHEMICAL ANALYSIS SHALL BE CONFIRMED OR ESTABLISHED BY SOIL TEST.
** SEED MIXTURES TO BE USED ON THE PROJECT SHALL BE AS FOLLOWS:
P - PERMANENT SEEDING (TO EXTEND SPRING SEEDING DATES)
150# /ACRE COMMON HULLED BERMUDA GRASS
PF - PERMANENT FALL SEEDING
150# /ACRE KENTUCKY 31 TALL FESCUE (ALTA TALL FESCUE)
PW - PERMANENT WNTER SEEDING
150 # /ACRE KENTUCKY 31 TALL FESCUE (ALTA TALL FESCUE)
TW - TEMPORARY WNTER SEEDING
120# /ACRE RYE (GRAIN)
50# /ACRE KOREAN LESPEDEZA
TS - TEMPORARY SUMMER SEEDING
35# /ACRE BROWN TOP MILLET
OR SUDAN GRASS PER ROLL, AS MANUFACTURED BY AMXCO, AMERICAN EXCELSIOR COMPANY, OR EQUAL.
TF - TEMPORARY FALL SEEDING
120# /ACRE RYE (GRAIN)
* ** APPLY ASPHALT AT A RATE OF 0.10 GAL, /YD' (10 GAL /1,000 FT� TD TACK STRAW MULCH,
CONSTRUCTION SEQUENCE
SUBMIT A SCHEDULE OF PROPOSED CONSTRUCTION OPERATIONS TO ENGINEER FOR REVIEW
PRIOR TO COMMENCING WITH CONSTRUCTION. THE SCHEDULE SHALL INDICATE THE SEQUENCE
OF WORK, TIME OF STARTING AND COMPLETING EACH PART, DATES FOR ANY CONNECTIONS TO
BE MADE TO EXISTING PIPING, STRUCTURES, OR FACILITIES. GENERAL CONSTRUCTION
SEQUENCE SHALL BE AS FOLLOWS:
1. INSTALL EROSION CONTROL DEVICES.
2. CLEAR AND GRUB LIMITS OF CONSTRUCTION.
3. INSTALL THE PROPOSED 42 -INCH DIAMETER SEWER LINE WITH RELATED BRANCH LINES AS
INDICATED ON THE CONTRACT DRAWINGS. PIPE AND MANHOLE TESTING TO BE
PERFORMED CONCURRENT WITH THE INSTALLATION OF THE WORK, PER SPEC XXXX. FINAL
CONNECTIONS TO EXISTING PIPING SHALL NOT BE MADE TO PREVENT SEWAGE FROM
FLOWING INTO THE NEWLY INSTALLED PIPE.
4. TV THE NEW INSTALLATION.
5. INSTALL INTERIOR MIC COATING IN MANHOLES
6, COMPLETE PROJECT IN ACCORDANCE WITH CONTRACT DOCUMENTS.
7. THIS PIPE WILL NOT BE ACTIVATED AS PART OF THIS PROJECT.
3 107/141 JOG
LEGEND
PROPOSED AIR RELEASE VAULT
EXISTING � SAN. SWR.
PROPOSED � FORCEMAIN & GRAVITY SEWER
EXISTING SAN SWR. MANHOLE
o
PROPOSED SAN SWR MANHOLE
0
EXISTING WATER MAIN
EXIST WL
EXISTING WATER VALVE
D 11
EXISTING FIRE HYDRANT
WATER METER
UNDERGROUND TELEPHONE
UGT
OVERHEAD TELEPHONE
OHT
UNDERGROUND CABLE TV
UGTV
OVERHEAD CABLE TV
DHTV
UNDERGROUND FIBER OPTIC
FOC
UNDERGROUND ELECTRIC
UGE
OVERHEAD ELECTRIC
❑HE
UTILITY POLE /GUY WIRE
�<
TOWER LINE
EXISTING GAS MAIN
EXIST ?" GAS
GAS VALVE
•GV
GAS TEST WELL
9GTW
EXISTING WATER OR SEWER R/W
EXIST R/W
PROPOSED WATER OR SEWER R/W
--
PROPOSED TCE /LOC
P LLI -e-
ROAD /STREET R/W
Riw
PROPERTY LINE
-fl-
EDGE OF PAVEMENT
GROUND PROFILE
EXISTING IRON PIN
MARSH
-
CREEK OR BRANCH
-- -�-
TOP OF BANK /SLOPE
... ' .
TOE OF BANK /SLOPE
.TOE.
RIP - RAP
WOODSLINEw�
TREE
BUILDING
L
IIIIIIRAILROAD I I I I I I
GUARD RAIL
T T T
BRIDGE
FENCE ( LABEL TYPE )
STREET SIGN ( LABEL TYPE)
y
STORM DRAIN /CATCH BASIN
SEDIMENT FENCE (SILT FENCE) STD. 6.62
1 o
CHECK DAM STD. 6.83
- ®�
TEMPORARY STREAM CROSSING STD. E.C. 1
STONE FILLED BURLAP BAGS STD. E.C. 2
O
STONE AND CONCRETE RIP -RAP STD. E.C. 3 -
ROLLED EROSION CONTROL MATTING STD. 6.17 -
TREE PROTECTION BARRIER FENCE
SEDIMENT LOG INLET PROTECTION
RECORD DRAWING
THIS DRAWING HAS BEEN MODIFIED
TO REFLECT FIELD CHANGES
REPORTED BY THE CONTRACTOR OR
ANOTHER PARTY, BUT NOT VERIFIED
BY THE CERTIFYING ENGINEER
Know wh�t'� below.
C II befor you chi .
THIS DOCUMENT ORIGINALLY
ISSUED FOR CONSTRUCTION
AND SEALED BY JAMES N.
STRUVE, SEAL NUMBER 18179.
C�
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9FA
101-+-00 1 02 +00
GUARDR
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o EXIST 12" WATER
MAIN / —
,�
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VACUUM EXCAVATION (LQC),�
12" WATER MAIN _-
\\\ \ \ \\ ti DEPTH Ti TOP OF PIPE
1+00 •-� _ _- -- °=`;�. +
PID o =t
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XX
\ \ \ \ \\ \ \ \\ \ EIP \ BROc
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640 \ b
104-+-00
1 05 +00
PROFILE
HORZ: 1 " =40'
VERT: 1 " =4'
106 +00
BILLY GRAHAM PARKWAY
(US H W Y 52 1)
107 +00
108 +00
1094-00
EDP
—
C/A J
1 1 0 +00
T
r -I /V,' / / JV4LV / I p - — I
DB 3192, PG 237
DB 3180, PG 207
DB 320, PG 213 PLAN PROPOSED RETAINING
DB 27267, PG 502 WALL (BY OTHERS)
DB 54, PG 111 I"=40'
3 107/141 JOG I RECORD DRAWINGS
20140701 9:44A H: \32070 -000 \Drawing9\Taggart Creek \CON TR ACT\Gravity Sewer OPTION 2 \PP 4— HOPE —VII By. JGREENE Last Saved By jgreene XREFs= .. \..\ BASE\ SP —XP,H: \32070 -000 \Drawings \Taggart Creek\ BASE\ 32070- 000- 8 ASE— HOPEVI,H: \320 70-000 \Drawing s\Taggart Creek \MI SC\H OPE— VI _GS_TB, H: \32070-000\Dra win gs\Ta ggart Creek \BASE \Survey \HOPE VI \HOPE VI,H: \32070 -000 \Drawings \Taggart Creek\ BASE \ExistProperty,H: \32070 -000 \Drawings \Taggart Creek \BASE \Exi stProperty— G IS
NOTES:
1. CONTRACTOR SHALL MAINTAIN EXISTING CONCRETE
SOUND BARRIER WALL ALONG BILLY GRAHAM
PARKWAY AND RESTORE TO PRE – EXISTING
CONDITION AT NO ADDITIONAL COST TO OWNER.
2. PROPOSED MULTI – FAMILY DEVELOPMENT WITHIN
CITY OF CHARLOTTE HOUSING AUTHORITY PROPERTY
(SHOWN ON THESE PLANS) IS REFERRED TO AS
THE HOPE VI DEVELOPMENT. THE HOPE VI
DEVELOPMENT IS CURRENTLY UNDER CONSTRUCTION.
CONTRACTOR SHALL COORDINATE CONSTRUCTION OF
SANITARY SEWER LINE AS SHOWN IN THESE
CONTRACT DOCUMENTS WITH DEVELOPER AND
CONTRACTOR OF THE HOPE VI DEVELOPMENT.
3. PLUG PIPE AFTER INSTALLATION WITH MASONRY
WALL.
4. PRE –BLAST ROCK TO ELEVATION 605 AT A WIDTH
OF 8' FROM STA 102 +00 TO BEGINNING OF PIPE
INSTALLATION (STA 103 +00).
5. INSTALL SILT FENCE AND STABILIZED OUTLET FOR
SILT FENCE WHERE PANELS HAVE BEEN REMOVED
FROM EXISTING CONCRETE SOUND BARRIER WALL.
6. WATER LEVEL AND AUGER REFUSAL ELEVATIONS
PER BORING RESULTS ARE PROVIDED BY S &ME
REPORT ENTITLED "RESULTS OF GEOTECHNICAL
SERVICES, PROPOSED CMU TAGGART CREEK
GRAVITY SEWER OUTFALL, HOPE VI DEVELOPMENT"
DATED OCTOBER 10, 2012. APPENDIX TO
CONTRACT PROJECT MANUAL.
RECORD DRAWING
THIS DRAWING HAS BEEN MODIFIED
TO REFLECT FIELD CHANGES
REPORTED BY THE CONTRACTOR OR
ANOTHER PARTY, BUT NOT VERIFIED
BY THE CERTIFYING ENGINEER
i]
Knowwhat's below.
a�� for you di .
THIS DOCUMENT ORIGINALLY
ISSUED FOR CONSTRUCTION
AND SEALED BY JAMES N.
STRUVE, SEAL NUMBER 18179.
0
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TA
10
+9.4
TA
166+
4.
9
10
+9.5
+TA=
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AHLE
19MAHLE
6 3
.5
111m=632.1
GRADE
I Al
_,—EXISTING
630
I
630
EXIST 12"
WATERMAIN
WA TER LEVEL
(SEE NOTE #6)
6"
STORM
DRAIN
6201
A UGER REFUSAL
(SEE NOTE 6)
6
0
BEGIN PROJECT
AT STA 103 +00,
SEE NO TE 3
Ti
BORE
#1
I
PRE —BLAST
ROCK
254.46 LF 42" FRPM SN72
0.13:
(SEE NOTE 4)
267.94 LF 42" RFPM SN72
®0.06:
610
275.36
LF
®
42" FRPM SN72
0.13:
610
—
INV 609.32
__
—
—
"
"
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O
r=
0
.21
—
4
"
42" SANITARY
SEWER
FUTURE
PROPOSED
WORK
600
LL
I
I
I
6
0
101-+-00 1 02 +00
GUARDR
N\\ \PP 3H0 PP
o EXIST 12" WATER
MAIN / —
,�
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rrl :c
_ \
EIP o
VACUUM EXCAVATION (LQC),�
12" WATER MAIN _-
\\\ \ \ \\ ti DEPTH Ti TOP OF PIPE
1+00 •-� _ _- -- °=`;�. +
PID o =t
BORE #1 \
EIP � — ^
e e�,,� e
TCE (L OC)
XX
\ \ \ \ \\ \ \ \\ \ EIP \ BROc
/ \ o SS
SSA
i I \ \\ \
640 \ b
104-+-00
1 05 +00
PROFILE
HORZ: 1 " =40'
VERT: 1 " =4'
106 +00
BILLY GRAHAM PARKWAY
(US H W Y 52 1)
107 +00
108 +00
1094-00
EDP
—
C/A J
1 1 0 +00
T
r -I /V,' / / JV4LV / I p - — I
DB 3192, PG 237
DB 3180, PG 207
DB 320, PG 213 PLAN PROPOSED RETAINING
DB 27267, PG 502 WALL (BY OTHERS)
DB 54, PG 111 I"=40'
3 107/141 JOG I RECORD DRAWINGS
20140701 9:44A H: \32070 -000 \Drawing9\Taggart Creek \CON TR ACT\Gravity Sewer OPTION 2 \PP 4— HOPE —VII By. JGREENE Last Saved By jgreene XREFs= .. \..\ BASE\ SP —XP,H: \32070 -000 \Drawings \Taggart Creek\ BASE\ 32070- 000- 8 ASE— HOPEVI,H: \320 70-000 \Drawing s\Taggart Creek \MI SC\H OPE— VI _GS_TB, H: \32070-000\Dra win gs\Ta ggart Creek \BASE \Survey \HOPE VI \HOPE VI,H: \32070 -000 \Drawings \Taggart Creek\ BASE \ExistProperty,H: \32070 -000 \Drawings \Taggart Creek \BASE \Exi stProperty— G IS
NOTES:
1. CONTRACTOR SHALL MAINTAIN EXISTING CONCRETE
SOUND BARRIER WALL ALONG BILLY GRAHAM
PARKWAY AND RESTORE TO PRE – EXISTING
CONDITION AT NO ADDITIONAL COST TO OWNER.
2. PROPOSED MULTI – FAMILY DEVELOPMENT WITHIN
CITY OF CHARLOTTE HOUSING AUTHORITY PROPERTY
(SHOWN ON THESE PLANS) IS REFERRED TO AS
THE HOPE VI DEVELOPMENT. THE HOPE VI
DEVELOPMENT IS CURRENTLY UNDER CONSTRUCTION.
CONTRACTOR SHALL COORDINATE CONSTRUCTION OF
SANITARY SEWER LINE AS SHOWN IN THESE
CONTRACT DOCUMENTS WITH DEVELOPER AND
CONTRACTOR OF THE HOPE VI DEVELOPMENT.
3. PLUG PIPE AFTER INSTALLATION WITH MASONRY
WALL.
4. PRE –BLAST ROCK TO ELEVATION 605 AT A WIDTH
OF 8' FROM STA 102 +00 TO BEGINNING OF PIPE
INSTALLATION (STA 103 +00).
5. INSTALL SILT FENCE AND STABILIZED OUTLET FOR
SILT FENCE WHERE PANELS HAVE BEEN REMOVED
FROM EXISTING CONCRETE SOUND BARRIER WALL.
6. WATER LEVEL AND AUGER REFUSAL ELEVATIONS
PER BORING RESULTS ARE PROVIDED BY S &ME
REPORT ENTITLED "RESULTS OF GEOTECHNICAL
SERVICES, PROPOSED CMU TAGGART CREEK
GRAVITY SEWER OUTFALL, HOPE VI DEVELOPMENT"
DATED OCTOBER 10, 2012. APPENDIX TO
CONTRACT PROJECT MANUAL.
RECORD DRAWING
THIS DRAWING HAS BEEN MODIFIED
TO REFLECT FIELD CHANGES
REPORTED BY THE CONTRACTOR OR
ANOTHER PARTY, BUT NOT VERIFIED
BY THE CERTIFYING ENGINEER
i]
Knowwhat's below.
a�� for you di .
THIS DOCUMENT ORIGINALLY
ISSUED FOR CONSTRUCTION
AND SEALED BY JAMES N.
STRUVE, SEAL NUMBER 18179.
0
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638.75
INV
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INV
IN 615.20 N
INV
IN 616.70 NE
INV
OUT 615.08
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PROFILE
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SHEET 31
1 18 +00 1 19 +01019 +00 1194-73
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SEE CONNECT /ON NO. 2
SEE SHEET 6
PROPOSED STORM
DRAIN (BY OTHERS)
20140701 9:46A H:\32070-000 Drawin s Ta art Creek CONTRACT Gravit Sewer OPTION 2 PP 5— HOPE —Vl.dw B : JGREENE Last Saved B . ' reene XREFs= .. .. BASE SP —XP 32070 -000 Drawin s Ta art Creek BASE 32070 -000— BASE— HOPEVI H: 32070 -000 Drawin s Ta art Creek MISC HOPE —VI GS TB H: 32070 -000 Drawin s Ta art Creek BASE Surve HOPE VI HOPE VI H: 32070 -000 Drawin s Ta art Creek BASE ExistPro ert H: 32070 -000 Drawin s Ta art Creek BASE Surve Barr Davis 07 -19 -2012 ACAD 2007 —Ta ert Creek Storm and Sanitary Sewer H: 32070 -000 Drawin s Ta art Creek BASE ExistPro ert GIS
� � 9 � 99 � � Y � 9 Y Y 19 � � � .H � � 9 � 99 � � � � � 9 � 99 � � — — � � � 9 � 99 � � Y� � . � � 9 � 99 � � P Y. � � 9 � 99 � � Y� Y � 99 Y � � 9 � 99 � � P Y-
NOTES:
1. CONTRACTOR SHALL MAINTAIN EXISTING CONCRETE
SOUND BARRIER WALL ALONG BILLY GRAHAM
PARKWAY AND RESTORE TO PRE - EXISTING
CONDITION AT NO ADDITIONAL COST TO OWNER.
2. PROPOSED MULTI - FAMILY DEVELOPMENT WITHIN
CITY OF CHARLOTTE HOUSING AUTHORITY PROPERTY
(SHOWN ON THESE PLANS) IS REFERRED TO AS
THE HOPE VI DEVELOPMENT. THE HOPE VI
DEVELOPMENT IS CURRENTLY UNDER CONSTRUCTION.
CONTRACTOR SHALL COORDINATE CONSTRUCTION OF
SANITARY SEWER LINE AS SHOWN IN THESE
CONTRACT DOCUMENTS WITH DEVELOPER AND
CONTRACTOR OF THE HOPE VI DEVELOPMENT.
3. PLUG PIPE AFTER INSTALLATION WITH MASONRY
WALL.
4. PRE -BLAST ROCK TO ELEVATION 605 AT A WIDTH
OF 8' FROM END OF PIPE INSTALLATION (STA
119 +08.97) TO STA 120 +00.00.
5. REMOVE AND REPLACE EXISTING FENCE WITHIN
LIMITS OF CONSTRUCTION, SEE DETAIL 0244400.
6. WATER LEVEL AND AUGER REFUSAL ELEVATIONS
PER BORING RESULTS ARE PROVIDED BY S&ME
REPORT ENTITLED "RESULTS OF GEOTECHNICAL
SERVICES, PROPOSED CMU TAGGART CREEK
GRAVITY SEWER OUTFALL, HOPE VI DEVELOPMENT"
DATED OCTOBER 10, 2012. APPENDIX TO
CONTRACT PROJECT MANUAL.
7. NOTE DELAY START ON LINEBERGER PARCEL, DATE
T13D.
12
LUTHER LINEBERGER ET AL.
PIN# 11507501
DB 658, PG 126
(SEE NO TE 7)
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THIS DRAWING HAS BEEN MODIFIED
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BY THE CERTIFYING ENGINEER
'r1
Kn w wh t'� below.
befer you III .
THIS DOCUMENT ORIGINALLY
ISSUED FOR CONSTRUCTION
AND SEALED BY JAMES N.
STRUVE, SEAL NUMBER 18179.
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ITURE WORK
Y OTHERS)
of
IiIIIIIIIIIII11=0101
/+
A /0+00/1 181 .s
' "I MANHOLE
lTH TWA TER TI T
RING/ AND COV R
10" SANITARY
SEWER
\ / ss ?,
1-56
/ EXIST MANHOLE TO BE
REPLACED AS PART OF l
FUTURE WORK
EX 10" SAN. SEWER TO
I REMAIN IN SERVICE
3 I07/14I JOG
RECORD DRAWINGS
20140701 9: 48A H: 32070 -000 Drawin s Ta art Creek CONTRACT Gravit Sewer OPTION 2 PP 6— HOPE —VI.dw B . JGREENE Last Saved B . K rissom XREFs= .. BASE SP —XP H: 32070 -000 Drawin s Ta art Creek BASE 32070 -000— BASE— HOPEVI H: 32070 -000 Drawin s Ta art Creek MISC HOPE —Ml GS TB H: 32070 -000 Drawin s Ta art Creek BASE Surve HOPE VI HOPE VI H: 32070 -000 Drawin s Ta art Creek BASE ExistPro ert H: 32070 -000 Drawin s Ta art Creek BASE Surve Barr Davis 07 -19 -2012 ACAD 2007 —Ta ert Creek Storm and Sanitary Sewer H: 32070 -000 Drawin s Ta art Creek BASE ExistPro ert —GIS
� � 9 � 99 � � Y � 9 Y Y 9 •� � � � � � 9 � 99 � � � � 9 � 99 � � — — � � 9 � 99 � � Y� � � � 9 � 99 � � P Y> � � 9 � 99 � � Y� Y � 99 Y � � � 9 � 99 � � P Y
NOTES:
1. CONTRACTOR SHALL MAINTAIN EXISTING 20'
CONCRETE SOUND BARRIER WALL ALONG BILLY
GRAHAM PARKWAY AND RESTORE TO PRE - EXISTING
CONDITION AT NO ADDITIONAL COST TO OWNER.
2. PROPOSED MULTI - FAMILY DEVELOPMENT WITHIN
CITY OF CHARLOTTE HOUSING AUTHORITY PROPERTY
(SHOWN ON THESE PLANS) IS REFERRED TO AS
THE HOPE VI DEVELOPMENT. THE HOPE A
DEVELOPMENT IS CURRENTLY UNDER CONSTRUCTION.
CONTRACTOR SHALL COORDINATE CONSTRUCTION OF
SANITARY SEWER LINE AS SHOWN IN THESE
CONTRACT DOCUMENTS WITH DEVELOPER AND
CONTRACTOR OF THE HOPE VI DEVELOPMENT.
3. PLUG PIPE AFTER INSTALLATION WITH MASONRY
WALL.
RECORD DRAWING
THIS DRAWING HAS BEEN MODIFIED
TO REFLECT FIELD CHANGES
REPORTED BY THE CONTRACTOR OR
ANOTHER PARTY, BUT NOT VERIFIED
BY THE CERTIFYING ENGINEER
Know what' below.
a�� fior you di .
THIS DOCUMENT ORIGINALLY
ISSUED FOR CONSTRUCTION
AND SEALED BY JAMES N.
STRUVE, SEAL NUMBER 18179.
0
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TRENCH
EXCAVATION LIMITS
INTERNAL
DIAMETER
OF PIPE
W
WIDTH OF
TRENCH
MAX
W =MIN
4" -6»
3' —g„
2' -0„
8 „12 0„
3'-
”
3.
OVERLAP EDGES OF ADJACENT PARALLEL ROLLS BY 6 IN AND ANCHOR AT 12 -INCH
O.D. +2'
14 -16"
4' -2"
O.D. +2'
18"
4' -4"
VIEW
O.D. +2'
20 ",21
4' -8"
O.D. +2'
24"
4' -11"
O.D. +2'
27"
5-9"
O.D. +2'
30"
6' -7"
STREAM BANK STABILIZATION
O.D. +2'
36
7' -4"
O.D. +2'
42"
8' -2"
0227023R
O.D. +2'
48"
8' -9"
O.D. +2'
54
9' -4"
O.D. +2'
60
9' -10"
O.D. +2'
72"
11'
-0"
O.D. +2'
78"
11'
-8"
O.D. +2'
84"
12'
-0"
O.D. +2'
90"
12'
-6"
O.D. +2'
96"
13'
-0"
O.D. +2'
108"
14'
-0"
O.D. +2'
DEPTH
OF
CUT
S
MAXIMUM PAVEMENT
REPLACEMENT WIDTH
0 -6'
S =W +4'
>6 -8'
S =W +8'
>8 -10'
S= W+ 12'
>10 -12'
S= W+ 16'
>12 -14'
S= W+ 20'
>14 -16'
S =W +24'
>16 -18'
S= W+ 28'
>18'
S= W+ 32'
W = TRENCH WIDTH
PIPE. TRENCH SIDE
BE IN ACCORDANCE
REQUIREMENTS.
AT BOTTOM OF
SLOPES SHALL
WITH OSHA
0222109
TOP OF SLOPE
5 Is �ft
FLOW _
PLAN VIEW
INSTALL RECM,
PER DETAIL 2/7
SLOPE TO MATCH EXISTING
i� /�/
"10. 57 STONE OR FLOWABLE
ILL FULL TRENCH WIDTH (N(
NCASEMENT REQUIRED FOR
PACE GREATER THAN 12 ")
PROPOSED PIPELINE OVER EXIST PIPE
NOTES:
1. RESTORE BANKS TO PRE - CONSTRUCTION TOPOGRAPHY AND TEMPORARILY STABILIZE WITH
SEED AS SPECIFIED IN CONTRACT DOCUMENTS. SEED DENUDED AREA FROM ORDINARY HIGH
WATER MARK TO TOP OF BANK WITH ERNST SEED MIX #ERNMX -307 OR APPROVED EQUAL.
SEED AREA PRIOR TO MATTING.
2. INSTALL MATTING PER DETAIL 2 - RECM DETAIL. INSTALL MATTING PRIOR TO LIVE STAKING.
3, STABILIZATION WITH LIVE STAKES TO BE INSTALLED IN DORMANT SEASON (DECEMBER 15 -
MARCH 31). IF CONSTRUCTION IS COMPLETED OUTSIDE OF DORMANT SEASON, SEED AND
MAT AREA PER NOTES 1 AND 2 AND RETURN TO SITE DURING DORMANT SEASON TO
INSTALL LIVE STAKES.
4. LIVE STAKES SHALL BE NATIVE SPECIES. ACCEPTABLE SPECIES: CORNUS AMOMUM, SALIX
SERICEA, AND SAMBUCUS CANADENSIS.
5. SOAK LIVE STAKES FROM TIME OF HARVESTING TO IMMEDIATELY BEFORE INSTALLATION AND
RECUT ENDS TO BE BURIED AT 45 DEGREE ANGLES PRIOR TO INSTALLATION.
6. USE 1,h -INCH TO 74 -INCH REBAR FOR PILOT HOLES PRIOR TO DRIVING LIVE STAKES INTO
GROUND. DRIVE LIVE STAKE Y4 OF ITS LENGTH INTO THE GROUND. RECUT ANY EXPOSED
LIVE STAKE TIPS DAMAGED BY INSTALLATION SO THAT THEY ARE BLUNT. STAKES TO BE
'/ -INCH TO 1.5 -INCH IN DIAMETER, 2 -FT TO 3 -FT LONG.
7. CONTRACTOR SHALL PROVIDE THE SERVICES OF A QUALIFIED PROFESSIONAL IN LIVE STAKING
TO INSTALL LIVE STAKING.
PROPOSED
PIPELINE
6" MIN
12" MAX
EXIST
PIPE
PROPO`.
PIPELINI
0222118
EXPC
2 -IN
STA4
SLOF
PROPOSED PIPELINE UNDER EXIST PIPE
NOTES:
KLY IN LKUSIUN UUN IKUL MA I I INU
FOR A DEPTH OF 1 —FT
PER MANUFACTURER'S RECOMMENDATIONS
N
I
X 24 -INCH
AD STAKES
ORDINARY
1.
BEGIN AT TOP OF SLOPE AND ANCHOR FIBER MATTING IN A 12 -INCH DEEP INITIAL
HIGH WATER —
LIVE STAKES
ANCHOR TRENCH, BACKFILL TRENCH AND TAMP EARTH FIRMLY.
2.
UNROLL FIBER MATTING DOWNSLOPE IN THE DIRECTION OF WATER FLOW,
3.
OVERLAP EDGES OF ADJACENT PARALLEL ROLLS BY 6 IN AND ANCHOR AT 12 -INCH
CENTERS.
4.
WHEN FIBER MAT MUST BE SPLICED, PLACE END OVER END (SHINGLE STYLE) WITH 12
SECTION
VIEW
IN OVERLAP AND ANCHOR USING TWO STAGGERED ROWS OF STAKES AT 6 IN
CENTERS.
5.
LAY FIBER MAT LOOSELY AND ANCHOR SUFFICIENTLY TO MAINTAIN DIRECT CONTACT
WITH THE SOIL - DO NOT STRETCH.
STREAM BANK STABILIZATION
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
0227023R
7.
YARD.
ANCHOR, FILL, AND COMPACT END OF FIBER MATTING IN 12 -INCH X 6 -INCH
TERMINAL ANCHOR TRENCH (MIRROR IMAGE OF TRENCH AT TOP OF SLOPE).
8.
DO NOT INSTALL MAT UNDERNEATH RIFFLE GRADE CONTROL STONE.
RECM DETAIL
DETAIL z
NTS 7
20140701 9: 49A H: \32070 -000 \Drawings \Taggart Creek \STD DETAILS \HOPE— M \D1— H0PE— \A.dwg By. JGREENE Last Saved By. Kgrissom XREF9= H: \32070- 000 \Drawings \Taggart Creek \MISC \HOPE— V1_GS_T9
K1
07/141 JOG
rr: ».�r�;jF�ltni4
RECORD DRAWING
=D BACKFILL
AND BEDDING
15007)
THIS DRAWING HAS BEEN MODIFIED
TO REFLECT FIELD CHANGES
REPORTED BY THE CONTRACTOR OR
ANOTHER PARTY, BUT NOT VERIFIED
BY THE CERTIFYING ENGINEER
Knowwhat'� below.
C II b far you i .
THIS DOCUMENT ORIGINALLY
ISSUED FOR CONSTRUCTION
AND SEALED BY JAMES N.
STRUVE, SEAL NUMBER 18179.
N
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A
Lm-
i/
NO T£5:
fi
I. ALL AlAS04Y A/ORTAR SHALL BE•PORRAN& CEAIETVT
9' JMT DUP. OM.) OR D1P r :.3 A11
TD UAVISRUMED sROLrNa
2. CARE MUST BE TAKEN TO FORM A SUOOTH fiff -SUFED
TROUGH FROM ENTRANCE PIPES TO EXT T PIPE, AND
4' MIX
ON GURKD MANHOLES THE TROUGH MLOSr BE A
SVOOTH CRCULAR ARC TANGENT TO 7HE INSIDE
WALLS OF 7T•OE POPES AT TWR ENDS.
3 PROTECMC WALL MR OUTSIDE DROP SMALL BE A
�3
U NNUM OF 4* UASONRY.
4. 7W-SL6PF OF THE OUTSIDE DROP TROUGH 6WALL
'-
DE 114` PER FOOT.
SL. ALL POPE OPENFNGS TO BE NO GREATER "N J'
w
LARGER THAN aV. OF POPE ANO AL 170NALLY
V1
`
R&4FORCEV MTN A AOVUL i OF a 2 SO W. OF
�
°
STEEL AT 90 DEM?FFS PIPE TO BE CENTERED IN
SIRACYT WALL Or ACH M
''
GPEMVz. ADD)nw& RawoRGTNB Nor REavArD
BE L"?ED OWN mxw
FOR GORED OPEVNCS.
6. RAMSf r AtASDNO?Y 71ES EERY 12 94CHES
7. DROP STRUCTURE WAY BE FORMED AND POURED OF
3600 PR [(ICRETE IN LF£U OF MASONRY
13. FOOTWO FOR DROP MAY BE POURED AS PART OF
zc5
THE U4NNH(XE BASE SLAB OR M-D POURED AND
MOVES
'. '^
Q 77ED TO MANHOLE BASLE .NTH THREE EOUALLY SPACED
- ::
16 REBARS DOWELED 9VTO MANHOLE BASE 2' FROM
U)
TOP OF aA&. CROUT INTO 9' DEEP IYQLES WITH
EXPANSION GROUT,
'
9. OU751DE DM)P SHALL NOT ENTER MANNOYE )N CONE
�
y
SECTFL'NV-
.4
to MATCH DROP INFLUENT CROM TO CROWN *TH
A EFFLUENT PIPE.
OT. DROP MAY BE PVC, 01A OR VC -P.
1 }
3-/G ftL19ARS
6 ftocs TAKK m SUPPORT
DROP S7RUCTi1 M
}r
+ F °'
STONE (F REO OIRED)
i/
11 �. i, .•.�`v �,•f�
tit..:
;f CHARLOTTE—MEARTMEN RG
VT+ILITY` DEPARTMENT
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
s T7 A -A ha ro.: NN= STANDARD DETAIL
Nt; SEWER
PROFILE
OUTSIDE DROP
July 27, 1995 XV_61 Sewer SpecificalionslDetails (SD)
5/V x2 F/2- EVANUIN ANO" BO,7S
CM BOTTdW ORACF
3/$"x4- CXPANSMW AMNM BLM, TS ON
]�P r'rWACArr..
F1 All
;AAAGI,.0 AS RrQV, M
.SEAT $QVAM Y *V
MAMYa f
11,46'0 HOLES �SRAiXET FARPOGi IM
DRELLED AS SHOW FROV F/4'5= PLA;
Fff
PIPE BRACKET (srE TW
*AMER PLATES
7D PLL1W Km
F14- PLATE
W
A
nAOV A -A
A=qpm To 7w rfw or PREcASr JAANm&
M: MET .SPACERS MAY BE REOLMD ON LOMEN
BIRACKETS,
No
T. YENr SHALL of ON EEEK %w AND PDAYT
DONNST AV.
2. 1ENr AND BRACKETS S#GLL Of PA1bW7W PER SPEC,
.T. AVW PLACING PIPE RACKET AT AWAAWOLE JOWIS
GIT STEPS
4. ANaidP SLEEK TNREACM 31U0 AHD NUT SMAU
BE SrAMYLESS STM OR 40ALVAMIE0 STEEL
S ROTATE SrRAA;h7 WALL CF AMMOL.E TO CREVC -IME.
C RARLO TTE —ME CKLENHUR G
UTILITY DEPARTMENT
ENGINEERING DIVISION
CHARLOT'T'E, NORTH CAROLINA
-ftyn DETAIL
PLM �
'~Nm SEWER
PRWU
mw
%WL MANHOLE DENT
1 Ma' 1 Otte I By 1 11M*bn 1 r� n.yro Bf I sr 1 WSW Rr 1 w.�� 1 AMM%.wBY i um.- DI-W W1
27, 1995 XV-66 Sewer Specifications /Details (SID)
20140701 9:49A H: \32070 -Q00 \Drawings \Taggart Creek \STD DETAI1_S \H0PE -M \D3- H0PE- V1.dwg By. JGREENE Last Saved By, Kgrissam XREFs= H:\32070-000\Drawings\Taggart Creek \MISC \HOPE- M_GS_TB
ON de &OAft0"r r5'TA DArffi
CAST GROW FFAW APO OMIER
.7 lBUCrDVwrv- WArETf TlanlT)
N 7' �.
IscLLG
NEFMT OF RISER
AND CONE
=0170N MAIM
s'
$Loot 1-,4'
TO ,n Wv.
Im4'.
61 NODED s7m YSHT PIPE -- -
N91W VAACS ft-WS)
NEE NOTES & ' d FLAT TOP" Kg7H FRAME
QL TEL] TO MANHOLE
NOTE
t rMR (4) FOOT DMIMTT£R UAWiME SEICRONS TO BE AN ACCOWWWr WWI
AARJCAISLE SrANDARD DETAFLI
2 EAWMMPX W 41L "OOMSS FAR SIX FOOT Ol WO? AND L.ARGM MANHOLES
SHALL BE I/12 ►f,SHIE OEAAIEntR PER ASTM C47d.
I SLAB AND WALL. R1AF WL W FM SIX FOOT DIA/WTO AND LARGER MAMWaES
Awr BE mooTim FLW AAPROVAL 7n rr sRTUCTURAL LNACwrY
A r Mf OWNS INSrAi1,JM
i. OUTux DROPS .!TALL Akre ENTEm FOUR Foor D1.4M£TER RISER 3ECAL' a
j, STEPS AND CU MON SARAN+NT WA[! 10 W OWW WOESr SPADMOM OF MrANT,
6 FIVE NCH 0AIAETER FIANMEP AMC PLAOV ENO STEEL WALL PPE SNAIL W CAST
Of PLACE (PLUMB) WIN BOLT HOLES X FIANGE SMADr7LM TILE WVTER
EII5IES Pft TO OE WA &W PER VENT PM VEORCATXWS
7, F7w #m DVmem sma mvr PvE TO BE Fu1WMBs Ho MrrN COMPATIBLE
(CAA TEL) PLANx AND A" wCr;SSARY HARDWAw FQR OOLTSD ATiACri' "T,
mw DUILEr rQ Pmr romovim AAR
6 SEE CONSTOifX170 W PLANS FOR LOCATION OF MANS PI2V SLAB: SAME' MANHG'I.ES
�WAV F7fOliaRL' FtAr w SLABS 6mm Bar ON FRAUE AND COWR.
TOdS DETAIL SHALL W CaV_9 REV A RECOIMk"hM C0mF4AAWV AND
PARABLE SHOP ORAN9WS MAY BE SUBIRF" FOR APPROVAL
a FVff RAnW LerTM AQ" SMALL AE pLaR= WIN NGN— s9AV91NC CROVT
O. FOR d' ALSiCaE OAWMIER MA*ffi = 6' CONES 41A BE V$EO W LIEV OF
RAT TOP STABS OR rRANMTOV SECT&WS 70 4' COWS
LE WARRXHF
cm mp..)
July 27, 1995
i
July 27, 1995
CHARLOTTE —MECKI BURG
UTILITY DEPARTMENT
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
xa TWO fTP STANDARD DETAIL
Sb
°"°'NIS SEWER
PL" PROFILE
PRECAST` !BAND
- -• _ 6' AND S' DIAMETER
XV -53 Sewer Specifications/Details (SD)
-114'
�GeaPC�iMER PoLiAWtiE7M£ MASM
112' aww 6D sxn jww&9movr ...
NOTE:
MG STEP m BE L1RIVEN WT
rAPEM MIS IN PRE'C'AST
UN&CEE SECOLVK DO Wr
I.X AS A G17LWTfQ -iN STEP,
5 -314. SECTM A -A
4.
.. Ate' ,yy{ J 4 •
1'
# a IDDD La PULL OUT TEST REPORT
REOD OOV EAQN STFO?
CHARLOTTE —MECIG NBURG
UTILITY DEPARTMENT
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
STANDARD DETAIL
SEWER
AW "°' PI.ASNC STEP CORED HOLE
DRIVEN IN PLACE
XV -70 Sewer Specifications /Details (SD)
A I -
A
1r AW
.* r
:t !f
.:- `tip �l•r'� -.1- B
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fir. ....
0
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SECTION A -A
srcm w 0r FdREG4Sr
SECTION 8 —B
COLLAR, TEA.
-SELVE w OF CCNCIrM
aAsL 2' YONARD IRIYUGH
NQTEP
1. IKAhN $WAIL ALSO COMPLf Of STANOARA
. DETAILS 4 ANO 7 AS APFIMLA&S,,
A.
CHARLOTTE— MECKLENBURG
UTILATY DEPARTMENT
ENGINEERING DIV15ION
CHARLOTTE, NORTH CAROLINA
F STANDARD DETAIL.
PLm T SEWER
PRECAST MANHOLES
INSTALLED OVER fXfSTime PIP
July 27, 1995 XV -64 Sewer Specifications /Details (SD)
i
POURED IN PLACE 1:
• L
CONO?F FE
i
i
FLOW
•
a
PIPE r? D. 4 (rYF,)
3 No• 4 GARS
.3'
te' .
r -O
b' SEE NOTE 1
7'--0' MIN,
L L
3"
CANC, PLACED ON
UNDISTURBED SOIL AS
DETLAVINCO BY THE
ENGINEER
PLfii�i 1rIL
p �! VIE W VERTICAL VIEW
!VOTES:
CHARLOTTE — ME C = NIA UR G
T- FORMS NOT REQUIRED BELOW SPRING LINE, 0CNCRC1r UTILITY DEPARTMENT
MAY BE PLACED AGAINST SHAPED BANKS IN LIEU ENGINEERING DIVISION
OF FORUR CHARLOTTE, NORTH CAROLINA
. wi . STANDARD DETAIL
- SEWER
PRCMZ
ZL CONCRETE COLLAR
- L L iy
July 27, 1995
XV -76 Sewer SpecificationsMetails (SD)
3 I07/14I JOG
RECORD DRAWINGS
RECORD DRAWING
THIS DRAWING HAS BEEN MODIFIED
TO REFLECT FIELD CHANGES
REPORTED BY THE CONTRACTOR OR
ANOTHER PARTY, BUT NOT VERIFIED
BY THE CERTIFYING ENGINEER
Glom v�d�flff,? M@m
W00 T@ma gn
THIS DOCUMENT ORIGINALLY
ISSUED FOR CONSTRUCTION
AND SEALED BY JAMES N.
STRUVE, SEAL NUMBER 18179.
V)
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LOAD RATING - HEAVY DUTY USE WITH TYPE4 OR 5 COVER
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MATERIAL -ASTM A48
MATERIAL -ASTM ASW DUCTILE IRON -
165 L.B. MIN. , CBS, MINUS TOLERANCE CLASS 35
GRADE 80 -55-06 WEIGHT- 160 LB. MIN., 0% MINUS TOLERANCE
ID
DOTES;
w
LOAD RATING - HEAVY DUTY USE WITH TYPE D OR E FRRAME
.01
MATERIAL - DUCTILE OR CAST IRON AS €N DILATED ABOVE COVER SHALL CONFORM TO DIMENSION AND WEIGHT REQUIREMENTS.
COATING - UNDIPPED COVER SHALL NOT BE OUT of RouND.
20140701 9:49A H: \32070 -Q00 \Drawings \Taggart Creek \STD DETAILS \H0PE -M \D4- H0PE- V1,dwg By JGREENE Last Saved By. jgreene XREFs= H: \32070 -00Q \Drawings \Taggart Creek \MISC \HOPE- VI_GS_TB
3 107/141 JOG I RECORD DRAWINGS
RECORD DRAWING
THIS DRAWING HAS BEEN MODIFIED
TO REFLECT FIELD CHANGES
REPORTED BY THE CONTRACTOR OR
ANOTHER PARTY, BUT NOT VERIFIED
BY THE CERTIFYING ENGINEER
THIS DOCUMENT ORIGINALLY
ISSUED FOR CONSTRUCTION
AND SEALED BY JAMES N.
STRUVE, SEAL NUMBER 18179.
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LEGEND TO SOIL CLASSIFICATION AND SYMBOLS
WATER LEVELS
(Shown in Water Level Column)
= Water Level At Termination of Boring
= Water Level Taken After 24 Hours
s = Loss of Drilling Water
HC = Hole Cave
CONSISTENCY OF COHESIVE SOILS
SOIL TYPES
(Shown in Graphic Log)
RESISTANCE
Fill
BLOWS /FOOT
Asphalt
4
Soft
■
Topsoil
5 to 8
Partially Weathered Rook
9 to 15
Cored Rock
• ��
WEU -GRADM GRAVELS,
ow GRAVEL -SANG MDL7URES,
31 to 50
LITTLE OR NO FINES
e M
POORLY - GRADED GRAVELS,
GIR GRAVEL - SAND MDCTURE&
DRILLING METHOD; 3' /d' H.S.A.
LITTLE OR NO FINES
4
4
4
2
5
SILTY GM SAND - RAVELSTURESEL-
SAHD - SL.T MDCTl1RES
LU
{ai CLAYEY GRAVELS. GRAVEL -
RAND - CLAY IVINF RES
• • • •
..' '•
WELL4WADED SANDS, GRAVELLY
SANDS, LITTLE OR NO FINES
FILL - GRANITE Boulder, very slightly
weathered, hard, close fracture spacing, joints
Indiscernible
AND
UJ
GRAVELLY .LNTL
SP GRAVELLY SPWDS, LITLE OR NO
w
D y a
SM MLTYSMO6, SAND -SILT
MKI11RES
p
SC CLAYEY SA14D3, STAND -CLAY
MuCTUR69
RHSANDS.
CRYSTALLINE ROCK - gray and white
METAMORPHOSED QUARTZ DIORITE with
an intrusive metavolcanic seam from 20.7- 22.3',
slightly weathered, very hard, close to
moderately close fracture spacing with 7 joints
at 60'
w
ROCK ILTYOR
SANDS, ROGK FLOUR, SILTY DR
ML
¢
w
sc
8 H
CLAYEY FINE SAND6ORCLAYEY
SILTS WI H BLIGHT PLASTICITY
w L]
INORGANIC CLAYS LOW TO
is
CL MEDIUMPLJk!rrlCrry, GRAVELLY
CLAYS. SANDY MAYS, SILTY
00
96 %36%
CLAYS, LEAN CLAYS
MATERIAL DESCRIPTION
ORGANIC SILTS AND ORGANIC
AL CLAYS of Low PLAwncnY
i UJ
114ORMMC MICACEOLIS
5
V
w
MH OR DI ATCU ACEO t1S FINE SAND
c
STAN DARDPENETRATICNJ TESTDATA
OR SILTYSOILS, ELASTIC SILTS
t7
CH PLAS MA1G CLAYS of HIGH
PLASTICITY, FAT CLAYS
¢
ORGANIC SILTS AND ORGANIC
(]H CLAYS OF MEDIUM TO HIGH
Refusal at 17.7 feet
Boring terminated at 30.8 feet
PLASTICITY
WATER LEVELS
(Shown in Water Level Column)
= Water Level At Termination of Boring
= Water Level Taken After 24 Hours
s = Loss of Drilling Water
HC = Hole Cave
CONSISTENCY OF COHESIVE SOILS
RELATIVE DENSITY
Very Loose
Loose
Medium Dense
Dense
Very Dense
STD. PENETRATION
RESISTANCE
BLOWSTOOT
0to4
5to10
11 to 30
31 to 50
Over 50
SAMPLER TYRES
(Shown in Samples Column)
Shelby Tune
® Split Spoon.
I Rock Core
E] No Recovery
TERMS
Standard - The Number of Blows cf 144 lb. Hammer Failing
Penetration 30 in. Required to Drive 1,4 in. I.D. Split Spoon
Resistance Sampler 1 Foot. As Specified in ASTM D 15813.
REC - Total Length of Rock Reomnad in the Core
Barrel Divided by the Total Length of the Core
Run Times 100%.
RQD - Total Length of Sound Rock Segments
Recovered that are Longer Than or Equal to 4"
(mechanical breaks excluded) Divided by the
Total Length of the Care Run Times 1 OD%.
*S ME
ENGINEERING ' TESTING
ENVIRONMENTAL SERVICES
PROJECT: CMU Taggart Creek - Hope VI Development
STD. PENETRATION
Charlotte, North Carolina
RESISTANCE
CONSISTENCY
BLOWS /FOOT
Very Soft
0 to 2
Soft
3 to 4
Firm
5 to 8
Stiff
9 to 15
Very SO
16 to 30
Hard
31 to 50
Very Hard
over 50
RELATIVE [DENSITY OF COHESIONLESS SOILS
RELATIVE DENSITY
Very Loose
Loose
Medium Dense
Dense
Very Dense
STD. PENETRATION
RESISTANCE
BLOWSTOOT
0to4
5to10
11 to 30
31 to 50
Over 50
SAMPLER TYRES
(Shown in Samples Column)
Shelby Tune
® Split Spoon.
I Rock Core
E] No Recovery
TERMS
Standard - The Number of Blows cf 144 lb. Hammer Failing
Penetration 30 in. Required to Drive 1,4 in. I.D. Split Spoon
Resistance Sampler 1 Foot. As Specified in ASTM D 15813.
REC - Total Length of Rock Reomnad in the Core
Barrel Divided by the Total Length of the Core
Run Times 100%.
RQD - Total Length of Sound Rock Segments
Recovered that are Longer Than or Equal to 4"
(mechanical breaks excluded) Divided by the
Total Length of the Care Run Times 1 OD%.
*S ME
ENGINEERING ' TESTING
ENVIRONMENTAL SERVICES
PROJECT: CMU Taggart Creek - Hope VI Development
SAMPLING METHOD: Rock Core,SpIlWoon
Charlotte, North Carolina
BORING LOG 8 -04
S &ME Project No. 1351 -12 -113
_ ..
2
C -
a
O
MATERIAL DESCRIPTION
NOTES.
DATE DRILLED: 8117112
ELEVATION: 622.0ft
BLOW C4UN
;CORE DATA
ca
-
r N
DRILL RIG: CME 550
BORING DEPTH: 13.0 ft
DRILLER: J. Little
WATER LEVEL: 24 -hour NM
HAMMER TYPE: Automatic
LOGGED BY: N. Page
SAMPLING METHOD: Split s oon
NORTHING:
EASTING:
DRILLING METHOD; 3' /d' H.S.A.
3
4
7
2
2
4
4
4
2
5
=
7
LU
FILL: SANDY CLAY (CL) - firm, tan red brawn
FILL: SANDY CLAY (CL) - stiff, tan red brown,
moist
FILL: SANDY CLAY (CL) - soft, tan red brown,
moist
t w
BLCWCOUN
FILL - GRANITE Boulder, very slightly
weathered, hard, close fracture spacing, joints
Indiscernible
2
w-
UJ
71.
w
D y a
ALLUVIUM: SANDY CLAY (CL) - firm, brown,
trace wood fragments, and rootlets, saturated
HC
9-
1 CORE DATA
CRYSTALLINE ROCK - gray and white
METAMORPHOSED QUARTZ DIORITE with
an intrusive metavolcanic seam from 20.7- 22.3',
slightly weathered, very hard, close to
moderately close fracture spacing with 7 joints
at 60'
w
87 %58%
¢
w
sc
8 H
= a
w L]
z R
REMARKS
MATERIAL DESCRIPTION
00
96 %36%
o
MATERIAL DESCRIPTION
w
i UJ
STANDARD PENETI3A[T10N TEST DATA
5
V
w
EL
c
STAN DARDPENETRATICNJ TESTDATA
7
t7
Z
¢
LU
w
Refusal at 17.7 feet
Boring terminated at 30.8 feet
co
f6lrn wj
¢
°
(bIo vs.Yt}
Z
3
5
rn
Topsoil/ Rootmat (3 inches)
16 20 30 6080
10 20 30 6080
brown red gray
Topsoil/ Rootmat (2 inches)
Topsoil/ Rootmat (2.5 inches)
FILL: SANDY CLAY (CL) - stiff, brown,
2
FILL: SANDY CLAY (CL) - soft to firm, brown
6
0
10
gs_ 1
4
56.1
2
2 2
14
4
micaceous, moist
red orange
FILL: CLAYEY SAND (SC) - loose to very
loose, brown red orange, fine to medium, moist
SS-2
2
3
5
6
8
SS -2
2
3 4
+
7
5
5
gray, moist
517JD
617.0
2
3
3
6
FILL: CLAYEY SAND (SC) - very loose to
ALLUVIUM: SANDY CLAY (CL) - soft, brown
3
3
7:
6
2
FILL: SANDY CLAY (CL) - soft, brown gray,
4
7
10
loose, brawn, fine to medium, moist
gray
2
5S -3
t
2 2
2
2
moist
615.0
55 4
1
2
1
3 3
6
14
ALLUVIUM: SILTY SAM] (SM) -very loose,
512.0
HC
SS -4
SS -4
5
14
0
WOFI
1 U
612A
trace fine gravel, moist
612.0
ALLUVIUM: SANDY CLAY (CL) - very soft,
gray, moist
SS -5
0
56.5
8
RC 1
Refusal at 13 feet
15
12
15
610.0
CRYSTALLINE ROCK - dark gray
SS-5
00
80
1
Boring terminated at 13 feet
METAVOLCANIC, very slightly weathered,
15
607.0
1. THIS LOG IS ONLYA PORTION OFA REPORT PREPARED FOR THE NAMED
PROJECTAND MUST ONLY BE USED TOGETHER WITHTH4TREPORT,
2. ACCRr T ASAP 5RON TEST DATA IN GENERAL OdACEWHD-1W
3. STR A' ITA' CATrONANDGROUN bWATERDEPr14S ARE Nor EXACT.
4. WATER LEVEL ISATTIMEOFFLORALYONANOWILLVARY.
Page 7 of 7
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F
5.
h
i"
L
i=
C
LL
1.
PROJECT: CMU Taggart Creek - Hope VI Development
Charlotte, North Carolina BORING LOG $ -01
S &ME Project No. 1351 -12 -113
DATE DRILLED: 8122112 ELEVATION: 635.0 ft NOTES:
DRILL RIG: CME550 BORING DEPTH. 30.8ft
DRILLER: J_ Little WATER LEVEL: NM
HAMMER TYPE: ,automatic LOGGED BY: N. Page
SAMPLING METHOD: Rock Core,SpIlWoon
NORTHING:
EASTING:
DRILLING METHOD, 3' /4' H.S.A.
_ ..
2
C -
a
O
MATERIAL DESCRIPTION
w
a
ti-
-
r- w
z �.
J W UJ
Lr M_
Q
'n uy
BLOW C4UN
;CORE DATA
ca
-
r N
RENMI4iiKS
STANDARD PENETRATION TESTDATA
(blrnvsfl}
10 20 30 6080
w
z
5
14
15
24
25
30
BORING DEPTH: 13.5 R
descriptions
Topsoil/ Rootmat (3 inches)
SAMPLING METHOD: Split spoon
630.0
525 A
620.0
515,0
510.0
605Q
SS -1
SS-2
SS -3
SS -4
55.5
RC -1
RC-2
RC -3
5
3
d
1
2
3
4
7
2
2
4
4
4
2
5
=
7
7
$
ii
4
7
FILL: SANDY CLAY (CL) - firm, tan red brawn
FILL: SANDY CLAY (CL) - stiff, tan red brown,
moist
FILL: SANDY CLAY (CL) - soft, tan red brown,
moist
1
BLi7WCOUNT
/ CURE DATA
FILL - GRANITE Boulder, very slightly
weathered, hard, close fracture spacing, joints
Indiscernible
2
w-
UJ
71.
w
D y a
ALLUVIUM: SANDY CLAY (CL) - firm, brown,
trace wood fragments, and rootlets, saturated
HC
w
~
CRYSTALLINE ROCK - gray and white
METAMORPHOSED QUARTZ DIORITE with
an intrusive metavolcanic seam from 20.7- 22.3',
slightly weathered, very hard, close to
moderately close fracture spacing with 7 joints
at 60'
w
87 %58%
¢
w
sc
8 H
REMARKS
�
c °�
a
MATERIAL DESCRIPTION
00
96 %36%
70%
]
8%
CRYSTALLINE ROCK - brown /
t METAVOLCANIC, very severely weathered, /
l very soft _-
CRYSTALLINE ROCK - dark gray
METAVOLCANIC. with anintrusive
metamorphosed quartz diorite seam from
25,7- 27,5', slightly weathered, hard, close to
moderately close fracture spacing with 7 joints
at 60', 5 at 45', and t at 1 b°
w
w
EL
c
STAN DARDPENETRATICNJ TESTDATA
7
t7
Z
¢
LU
w
Refusal at 17.7 feet
Boring terminated at 30.8 feet
1. THIS LOG IS ONLYA PORTION OFA REPORT PREPARED FOR TIME NAMED
PROJECT AND MUST ONLY BE US ED TOGETHER WITH THAT REPORT,
2 BORIING ACMEPL ASAP NETR4B. TTON TEST DATA IN GENERAL
3, S TRA TTFICA TION AND GROUNDWATER DEPTHS ARE NOT EXACT.
4. WATER LEVEL IS A r TTME OF EXPLORATIONAND MLL VARY.
Page 1 of ?
PROJECT: CMU Taggart Creek -Hope VI Development
SAMPLING METHOD: Rock Core
Charlotte, North Carolina
BORING LOG B -05
S &ME Project No. 1351 -12 -113
U
0
o
MATERIAL DESCRIPTION
NOTES: Hole became crooked and a 5 ft offset
DATE DRILLED: 8123/12
ELEVATION: 622.0 ft
was made. Refer to boring 13- 05Afor rock core
DRILL RIG: CME 550
BORING DEPTH: 16.5 ft
DRILL RIG: CME 550
BORING DEPTH: 13.5 R
descriptions
LOGGED BY: N. Page
SAMPLING METHOD: Split spoon
DRILLER: J. Lithe
WATER LEVEL: Not Encountered
DRILLING METHOD; 3' /T H.S.A.
HAMMER TYPE: Automatic
LOGGED BY: N. Page
SAMPLING METHOD: Rock Core Split s oon
NORTHING:
EASTING:
DRILLING METHOD: 3' /d' H.S.A.
BLi7WCOUNT
/ CURE DATA
FILL - GRANITE Boulder, very slightly
weathered, hard, close fracture spacing, joints
Indiscernible
2
w-
UJ
[D
w
D y a
BLOW COUNT
t GORE DATA
M=
w
~
-
w
¢
w
sc
8 H
REMARKS
�
c °�
a
MATERIAL DESCRIPTION
==
]
8%
w
w
EL
c
STAN DARDPENETRATICNJ TESTDATA
7
t7
Z
¢
LU
w
FILL: SANDY CLAY (CL) - stiff to very stiff,
co
f6lrn wj
Z
°
10 20 30 6080
SS -1
3
5
rn
Topsoil/ Rootmat (3 inches)
16 20 30 6080
Refusal at 2 feet
Boring terminated at 30.3 feet
brown red gray
Topsoil/ Rootmat (2 inches)
FILL: SANDY CLAY (CL) - stiff to firm, brown
FILL: SANDY CLAY (CL) - stiff, brown,
2
4
6
0
10
gs_ 1
4
6
8
16
14
micaceous, moist
617.0-
FILL: CLAYEY SAND (SC) - loose to very
loose, brown red orange, fine to medium, moist
SS-2
2
3
5
6
8
SS -2
4
6
6
12
5
gray, moist
617.0
2
3
3
6
5S -3
ALLUVIUM: SANDY CLAY (CL) - soft, brown
3
3
7:
6
2
FILL: SANDY CLAY (CL) - soft, brown gray,
4
7
10
SS -4
gray
2
2
SS -3
1
2
2
moist
615.0
55 4
1
2
2
4
14
ALLUVIUM: SILTY SAM] (SM) -very loose,
512.0
HC
brown, trace rootlets, fine to coarse
SS -4
Q
0
0
WOFI
1 U
,
trace fine gravel, moist
612.0
ALLUVIUM: SANDY CLAY (CL) - very soft,
gray, moist
SS -5
0
56.5
8
RC 1
3
15
12
15
610.0
CRYSTALLINE ROCK - dark gray
SS-5
00
80
1
METAVOLCANIC, very slightly weathered,
15
607.0
hard, close fracture spacing with 2 joints at 60°
No
ALLUVIUM: SILTY CLAY (CH) -stiff, brown
PARTIALLY WEATHERED ROCK: CLAYEY
gray white, moist
GRAVEL (GC) - gray orange, fine
2
55 -6
5
and 1at10'
Refusal at 16.5 feet
20
Boring terminated at 16,5 feet
SS -6
502.0
Refusal at 11.5 feet
9
20
Refusal at 20 feet
6115.0
Boring terminated at 13.5 feet
Boling terminated at 20 feet
1. TNS LOG IS ONLYA PORTTONOFA REPORTPREPARED FOR THE NAMED
PROJEC TAND MUST ONLY BE USED TOGETHER WITH FHA TREPORT.
2, BORING�IA AM LING AND7P I 58&4 TION TEST DATA IN GENERAL
3, STRA77 RCAr10N AND GROUNDWA TER DEPrNSAne Nor EXACT.
4. WA TER LEVEL ISAr77MECFFEXPLORArfONAND WILL VARY.
i
Page 7 of 7
n
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e
LL
LL
C
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PROJECT: CMU Taggart Creek -Hope VI Development
SAMPLING METHOD: Rock Core
Charlotte, North Carolina
BORING LOG g -OZ
S&ME Project No. 113511-12-113
U
0
o
MATERIAL DESCRIPTION
NOTES'
DATEDRILLED: 8117/12
ELEVATION: 622.0 ft
BLOWCOUN
1 CORE DATA
v
° °�,
DRILL RIG: CME 550
BORING DEPTH: 16.5 ft
DRILLER: J. Little
WATER LEVEL: 13 feet on 8118/2012
HAMMER TYPE: Automatic
LOGGED BY: N. Page
SAMPLING METHOD: Split spoon
NORTHING:
EASTING:
DRILLING METHOD; 3' /T H.S.A.
0
a
v
w
FILL - see boring log B -05 for soil description
w
a e Q-
BLi7WCOUNT
/ CURE DATA
FILL - GRANITE Boulder, very slightly
weathered, hard, close fracture spacing, joints
Indiscernible
2
w-
r=
[D
w
®
M=
w L~
z U
REMARKS
w
a D
MATERIAL DESCRIPTION
J
w
w
CL
c °�
STANDARD PENETRATION TEST DATA
7
96 %94%
0011
8%
O
Topsoil/ Rootmat (2 inches)
w
7
{blorvsYt}
Z
FILL: SANDY CLAY (CL) - stiff to very stiff,
7•
rn
°
10 20 30 6080
SS -1
3
5
5
Topsoil/ Rootmat (3 inches)
70
Refusal at 2 feet
Boring terminated at 30.3 feet
brown red gray
FILL: SANDY CLAY (CL) - stiff to firm, brown
S5 -1
2
4
6
0
10
6
8
S
red gray, moist
16
5
617.0-
FILL: CLAYEY SAND (SC) - loose to very
loose, brown red orange, fine to medium, moist
SS-2
2
3
5
6
8
5
02
617.0
gray, moist
SS -3
2
3
3
6
5S -3
3
3
3
7:
6
2
FILL: SANDY CLAY (CL) - soft, brown gray,
4
7
10
SS -4
1
2
2
612.0
RM,
10
moist
615.0
55 4
1
2
2
4
14
512.0
HC
ALLUVIUM: SANDY CLAY (CL) - very soft,
ALLUVIUM: SANDY CLAY (CL) - stiff, gray,
brown gray white, moist
trace fine gravel, moist
ALLUVIUM: SANDY CLAY (CL) - very soft,
gray, moist
SS -5
0
56.5
8
9
3
15
12
15
610.0
SS-5
0
1
1
15
607.0
No
ALLUVIUM: SILTY CLAY (CH) -stiff, brown
PARTIALLY WEATHERED ROCK: CLAYEY
gray white, moist
GRAVEL (GC) - gray orange, fine
2
55 -6
5
Refusal at 16.5 feet
20
Boring terminated at 16,5 feet
SS -6
502.0
9
20
1. THIS LOG IS ONLYA POR TION OFA REPORT PREPARED FOR THE NAMED
PROJEGTAND MUST ONLYBE USED TOGETHER WITH TH4 TREPORT.
2. BORING i4 NCE Lf 7 H NO PP EV sas4T70M TES TDA TA IN GENERAL
3. STRAThRCA 77ONAND GROUNDWATER DEPTHS ARENOTEXACT.
4. WA TER LEVEL IS A r TIME OF SXPLORArIONAND WILL VARY.
Page 7 of 7
PROJECT: CMU Taggart Creek - Hope VI Development
Charlotte, 'North Carolina BORING LOG B -05A
S &ME Project No. 1351 -12 -113
DATE DRILLED: 8123112 ELEVATION: 622.0ft N01 L'_ Refer to Loring E-15 for sail
descriptions
DRILL RIG: CME 550 BORING DEPTH: 30.38
DRILLER: J. Little WATER LEVEL: 7.5feet on 8124/2012
HAMMER TYPE: Automatic LOGGED BY: N. Page
SAMPLING METHOD: Rock Core
NORTHING:
EASTINC-
DRILLING METHOD: 3' /d' H.S.A.
U
0
o
MATERIAL DESCRIPTION
W
w}
w
r- w
Q u 9-
a i UJ
¢
`
BLOWCOUN
1 CORE DATA
v
° °�,
REMARKS
srAND,aROPENa<rRAnoNTl= 5rDATA
IiDIilVVtSlt}
10 20 30 6080
w
7
z
5
14
5
20
25
30
W
z
Topsoil/ Rootmat (2 inches)
-
FIG
617A
512.0
6071D
602JD
597.0
592Ti
RC 1
RC -2
RC -3
RC -4
RC -5
_
0
a
v
C
FILL - see boring log B -05 for soil description
;CORE
tD
REMARKS
FILL - GRANITE Boulder, very slightly
weathered, hard, close fracture spacing, joints
Indiscernible
2
w-
39%
0%
w
®
FILL - see boring log B -05 for soil description
E
STAN DARDPENETRATION TsSTDATA
REMW3KS
ALLUVIUM -see boring log B -05 for soil
description
a
-
J
w
CRYSTALLINE ROCK - dark gray
METAVOLCANIC, slightly weathered, hard,
_very close fracture spacing, joints indiscemible _J
CRYSTALLINE ROCK - dark gray
METAVOLCANIC, fresh to very slightly
weathered, hard, moderately close to close
fracture spacing, with 4joints at 60° and 6 at
30°
tv w
84 %51%
Z
i
96 %94%
0011
8%
O
Topsoil/ Rootmat (2 inches)
w
w
{blorvsYt}
Z
FILL: SANDY CLAY (CL) - stiff to very stiff,
1000192%
N
16 20 30 6480
SS -1
3
5
5
0
70
Refusal at 2 feet
Boring terminated at 30.3 feet
1. THIS LOG IS ONLYA PORTION OFA REPORT PREPARED FOR THE NAMED
PROJECT AND MUST ONL Y SE USED TOGETHER WITH THA T REPOR T
2. BORING A L As E '4 7TON TEST DATA IN GENERAL g
3. SYRA11MCATIONANDGROVNDWA TER D L= PTHS ARE Nor EXAGr
4. WATER LEVEL TSAr TIME OF'EXPLORATIONAND IMLL VARY.
;% 1►
Page 9 of I
PROJECT: CMU Taggart Creek -Hope VI Development
Charlotte, North Carolina BORING LOG $ -03
S&ME Project No. 1351 -12 -113
NOTES'
DATEDRILLED: 8/17/12 ELEVATION: 622.0ft
DRILL RIG: CME 550 BORING DEPTH: 20.0111
DRILLER: J. UNIe WATER LEVEL: 24 -hour NM
HAMMER TYPE: Automatic LOGGED BY: N. Page
SAMPLING METHOD: Splitspoon
NORTHING:
EASTING:
DRILLING METHOD: 3' /d' H.S.A.
DRILL RIG: CME 550
BORING DEPTH: 21.5 ft
DRILLER: J. Lltlfe
W
z
�- w
D w>_
BLOW COUNT
DATA
NORTHING:
EASTING:
_
0
a
v
C
� w `;
;CORE
tD
REMARKS
w
2
w-
=
MATERIAL DESCRIPTION
w
®
w. CL X
E
STAN DARDPENETRATION TsSTDATA
REMW3KS
w
a
MATERIAL DESCRIPTION
J
w
Q
tv w
IL7I{Y4V9Y
Z
i
10 20 30 6080
O
Topsoil/ Rootmat (2 inches)
w
w
{blorvsYt}
Z
FILL: SANDY CLAY (CL) - stiff to very stiff,
va
N
16 20 30 6480
SS -1
3
5
5
0
70
brown red gray
FILL: SANDY CLAY (CL) - firm, red brown
SS-1
2
2
d
6
SS -2
6
8
S
Ii
16
5
617.0-
FILL: CLAYEY SAND (SC) - loose to very
loose, brown red orange, fine to medium, moist
5S -2
2
FILL: SANDY CLAY (CL) - firm, brown red
3
6
6
5
620.0
gray, moist
SS -3
2
3
3
6
5S -3
3
3
d
7:
554
2
3
4
7
10
SS -4
1
2
2
612.0
4
10
615.0
Q
HC
ALLUVIUM: SANDY CLAY (CL) - very soft,
ALLUVIUM: SANDY CLAY (CL) - stiff, gray,
brown gray white, moist
trace fine gravel, moist
SS -5
0
56.5
8
9
3
15
12
15
610.0
607.0
No
ALLUVIUM: SILTY CLAY (CH) -stiff, brown
PARTIALLY WEATHERED ROCK: CLAYEY
gray white, moist
GRAVEL (GC) - gray orange, fine
2
55 -6
5
20
SS -6
502.0
9
20
Refusal at 20 feet
6115.0
Boling terminated at 20 feet
Refusal at 21.5 feet
1. THIS LOG IS ONLYA POR77ONOFA REPORT PREPARED FOR THE NAMED
PROJECT AND MUST ONLY BE USED TOGETHER WITH THAT REPORT.
2 BORING A ASAP E SaTR 77ON TEST DA TA IN GENERAL
3, STRA17FICATTONANDGROUNDWA TER DEPTHS ARE NOT EXACT.
4. WATER LEVEL M A r TIME OF EXPLORAWONAND WILL VARY.
Page 7 of 9
PROJECT: CMU Taggart Creek -Hope VI Development
Charlotte, North Carolina
BORING LOG B -06
S&ME Project No. 1351 -12 -113
NOTES:
DATEDRILLED: 8117112
ELEVATION: 625.0 ft
DRILL RIG: CME 550
BORING DEPTH: 21.5 ft
DRILLER: J. Lltlfe
WATER LEVEL: 13 feet on 811/312012
HAMMER TYPEe Automatic
LOGGED BY: N. Page
SAMPLING METHOD: Split soon
NORTHING:
EASTING:
DRILLING METHOD: 3' /4' H.S.A.
v
W
- w 'BLOW
D C a
COUNT
XORE DATA
=
=
w C]
z ca
REMW3KS
w
a
MATERIAL DESCRIPTION
w
`�
STANDARDPENE=� AONTESTDATA
i
O
w
w
{blorvsYt}
Z
va
N
16 20 30 6480
Topsoil/ Rootmat (3 inches)
FILL: SANDY CLAY (CL) - firm, red brown
SS-1
2
2
d
6
6
FILL: CLAYEY SAND (SC) - loose to very
loose, brown red orange, fine to medium, moist
5S -2
2
3
3
6
6
5
620.0
5S -3
3
3
d
7:
7
SS -4
1
2
2
4
10
615.0
ALLUVIUM: SANDY CLAY (CL) - very soft,
brown gray white, moist
SS -5
0
0
1
1
15
610.0
ALLUVIUM: SILTY CLAY (CH) -stiff, brown
gray white, moist
2
4
5
SS -6
9
20
6115.0
Refusal at 21.5 feet
Boring terminated at 21.5 feet
1. THOS LOG IS ONLYA PORTION OFA REPORTPREPARED FOR THE NAMED
PROJEC TAND MUST ONLY BE USED TOGETHER WITH THA TREPORT.
2 BORING `]A A W LI G AMDT7 4 a fT RA TION TEST DATA IN GENERAL
3. S TPA 77RCAnONA Aft) GR OUNDWA TER DEPThSARE Nor EXAcr
d. WATER LEVEL IS A TIME OF EMORA 770M A ND WILL VARY:
i
Page 7 of 7
V)
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A,

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Y
e
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LL
5
PROJECT: CMU Taggart Creek - Hope VI Development
Charlotte, North Carolina BORING LOG $ -08
Charlotte, North Carolina
BORING LOG B -07
S&ME Project No. 1351 -12 -113
DRILLER: J_ Little WATER LEVEL: 5 feet on 8/22/2012
HAMMER TYPE: Automatic LOGGED BY: N. Page
SAMPLING METHOD: Rock Core,SpIlWoon
NOTES'
DATE DRILLED: 8122!12
ELEVATION: 627.0 ft
_ ..
DRILL RIG: CME 550
BORING DEPTH: 15.0 ft
DRILLER: J. Little
WATER LEVEL: 10 feet on 8/2312012
HAMMER TYPE: Automatic
LOGGED BY: N. Page
SAMPLING METHOD: SpIlitspDon
NORTHING:
EASTING:
DRILLING METHOD: 31I" H.S.A.
REMARKS
STAN DARDPENETRATION TESTDATA
lblo Yrf j
10 26 30 6480
Topsoil/ Rootmat (3 inches)
5
1O�
15
20
25
30
LIJ
-
UJ w
w `;
-- w
BLON COUNT
623.0-
51$0
613.0
61 .0
603.0
598.0
SS_1
33 -2
SS -3
SS -4
SS.S
RC-1
RC-2
Rc a
2
2
2
5
9
U
3
5
4
B
11
=
6
7
Q
Z y
DATA
REMARKS
W
_-
o
MATERIAL DESCRIPTION
5
5
w
�COFtE
U
REMARKS
5
V
a
MATERIAL DESCRIPTION
3
4
7:
a
STANDARD PENETRATIONTESroATA
a
a -
FILL: SANDY CLAY (CL) - soft, red brown,
trace fine gravel
Topsoil/ Rootmat (3 inches)
w
w -
CL
_
STANDARD PENETRATION TEST DATA
?
=
4
10
?J
J
w
(A 1
to ep
it7I0MY4gt}
Z
0
16
3
Topsoil/ Rootmat (2 inches)
s
ua a7
N °
10 20 30 6680
Topsoil ! Rootmat (1 inch)
Topsoil/ Rootmat (2.5 inches)
RESIDUUM: CLAYEY SILT (MH) -firm, red
PARTIALLY WEATHERED ROCK: SILTY
SS_1
2
3
FILL: SANDY CLAY (CL) -firm to stiff, tan
B
2
SS -1
3
SS -1
3
4
3
7
7
612- .0
55 5
RESIDUUM: CLAYEY SILT (MH) - stiff, red
brown, trace rootlets, moist to wet
W.
orange, manganese staining
5S -2
4
5
7
12
5
5
5
9
4
S3 -2
3
METAVOLCANIC with an intrusive
4
3
S3 -2
5
SS -3
2
14
5
9
622.1]
95 %82%
=
orange white red, fine to medium
20-
SANDY SILT (ML) - firm, red brown, moist
2
607A
2
5S -3
3
3
5
2
s
3
7
6
to-
22.5- 22.8', hard, moderately dose to close
$17.0
SS -4
3
FILL: SILTY CLAY (CH) - stiff, red dark brown,
7
fracture spacing with 1 joint at 45° and 5 at 30°
13
trace rootlets, organic odor, moist
1
SS -4
2
5
5
10
14
RC -2
617.0
78%
HC
25
602.0
PARTIALLY WEATHERED ROCK: SILTY
2
FTC
SAND (SM) - tan brown, trace rock fragments,
fine to coarse
gray, fine to medium
15
CRYSTALLINE ROCK - gray and white
SfY.
METAMORPHOSED QUARTZ DIORITE,
RESIDUUM: SANDY CLAY (CL) -vary stiff,
.
SS 5or.2
33 -5
4
5
6
brown, trace rock fragments, moist
mD
15
=
&12.0
spacing with 3 joints at 60 °, others indiscern ible
Boring terminated at 14.2 feet
85 -5
5
9
16
13
_
15
2O
612.0
RG'
6%
Refusal at 15 feet
CRYSTALLINE ROCK - dark gray
trace rock fragments, fine to coarse
METAVOLCANIC, slightly to very slightly
Boring terminated at 15 feet
30
weathered, hard, close to moderately close
SS 6
28
19
37
NOTES"
1, THIS LOG IS ONLYA PORTIONOFA REPORT PREPARED FOR THE NAMED
PROJECT AND MUST ONL Y SE USED TOGETHER WITH TH4 T REPORT
2 BORING 4NMPL A IDTAPENETR�. TION TEST DATA IN GENERAL
3, STRATTFICA77ONANDGROUNDWA TER DEPTHS ARE Nor EXACT
4. WATER LEVEL IS A 7 TIME 0€ EKPLORATIONAND WILL VARY.
Page 9 of 9
M"Ily�
PROJECT: CMU Taggart Creek - Hope VI Development
Charlotte, North Carolina BORING LOG $ -08
Charlotte, North Carolina
BORING LOG 6 -11
S &ME Project No. 1351 -12 -113
DRILLER: J_ Little WATER LEVEL: 5 feet on 8/22/2012
HAMMER TYPE: Automatic LOGGED BY: N. Page
SAMPLING METHOD: Rock Core,SpIlWoon
NOTES`
DATE DRILLED: 8117112
ELEVATION: 627.0ft
_ ..
DRILL RIG: CME 550
BORING DEPTH: 21.0 R
DRILLER: J. Little
WATER LEVEL: 11.8 feet on 812112012
HAMMER TYPE: Automatic
LOGGED BY: N. Page
SAMPLING METHOD: Split s oon
NORTHING:
EASTING:
DRILLING METHOD: 3' /d' H.S.A.
REMARKS
STAN DARDPENETRATION TESTDATA
lblo Yrf j
10 26 30 6480
Topsoil/ Rootmat (3 inches)
5
1O�
15
20
25
30
LIJ
-
UJ w
w `;
t ui
9-
BLCWCOUN
1 CORE DATA
623.0-
51$0
613.0
61 .0
603.0
598.0
SS_1
33 -2
SS -3
SS -4
SS.S
RC-1
RC-2
Rc a
2
2
2
5
9
U
3
5
4
B
11
=
6
7
6
7
8
15
22
w (]
z
REMARKS
w
Z)
2
o
MATERIAL DESCRIPTION
5
5
CL
CRYSTALLINE ROCK - dark gray
METAVOLCANIC, very slightly weathered,
very hard, close fracture spacing with 8 joints at
45° and 3 at 30°
STANDARD PENErRAnaN TEST DATA
5
V
SS-2
3
3
4
7:
7
STANDARD PENETRATIONTESroATA
7
80 %50%
924% e
FILL: SANDY CLAY (CL) - soft, red brown,
trace fine gravel
Topsoil/ Rootmat (3 inches)
¢
3
(bIo YsYt}
Z
=
4
10
?J
6170
SS-4
2
10 20 30 6080
Z
0
16
3
Topsoil/ Rootmat (2 inches)
s
`•'1 u�]
16 20 36 6680
Topsoil ! Rootmat (1 inch)
FILL: SILTY CLAY (CH) - firm, red brown
RESIDUUM: CLAYEY SILT (MH) -firm, red
PARTIALLY WEATHERED ROCK: SILTY
SS_1
2
3
5
B
2
SS -1
3
5
8
15
LA)1%
coarse
612- .0
55 5
RESIDUUM: CLAYEY SILT (MH) - stiff, red
21
W.
orange, manganese staining
5S -2
4
5
7
12
5
6224
manganese staining
S3 -2
3
METAVOLCANIC with an intrusive
4
3
7
5
SS -3
2
4
5
9
RC -1
95 %82%
=
orange white red, fine to medium
20-
SANDY SILT (ML) - firm, red brown, moist
2
607A
2
staining
10
SS -4
2
3
3
7
6
to-
22.5- 22.8', hard, moderately dose to close
$17.0
SS -4
3
6
7
fracture spacing with 1 joint at 45° and 5 at 30°
13
10--
1
HC
RC -2
SILTY SAND (SM) - medium dense, black
78%
HC
25
602.0
PARTIALLY WEATHERED ROCK: SILTY
2
4
SAND (SM) - tan brown, trace rock fragments,
fine to coarse
gray, fine to medium
15
CRYSTALLINE ROCK - gray and white
SfY.
METAMORPHOSED QUARTZ DIORITE,
.
SS 5or.2
33 -5
4
5
6
1 =
mD
15
=
&12.0
spacing with 3 joints at 60 °, others indiscern ible
Boring terminated at 14.2 feet
SS -6
10
SILTY SAND (SM) - very dense, gray black,
13
_
25
2O
RG'
6%
CRYSTALLINE ROCK - dark gray
trace rock fragments, fine to coarse
METAVOLCANIC, slightly to very slightly
30
weathered, hard, close to moderately close
SS 6
28
19
37
%
20
607.0
SS -7
26
50F.
Refusal at 16.7 feet
.4
25
Refusal at 21 feet
Boring terminated at 21 feet
Boring terminated at 30.5 feet
NOTES_
1, THIS LOG IS ONLYA PORTION OFA REPORT PREPARED FOR THE NAMED
PROJECT AND MUST ONLY BE USED TOGETHER WITH TH4 T REPORT,
2. ACCRr AND N D-5RON TEST DATA IN GENERAL OdACEWH 1W
3. STRA r7RCA TION ANb GROVNDWA DER DEPTHS ARE Nor EXACT.
4. WATER LEVEL 1SA'rI7M9OF9XPLORArICNAND WILL VARY.
!
Page 7 of 7
c
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LL
0
PROJECT: CMU Taggart Creek -Hope VI Development
Charlotte, North Carolina BORING LOG $ -08
S &ME Project No. 1351 -12 -113
DATE DRILLED: 8121112 ELEVATION: 627.0ft NOTES`
DRILL RIG: CME550 BORING DEPTH: 34.5ft
DRILLER: J_ Little WATER LEVEL: 5 feet on 8/22/2012
HAMMER TYPE: Automatic LOGGED BY: N. Page
SAMPLING METHOD: Rock Core,SpIlWoon
NORTHING:
EASTING:
DRILLING METHOD; 3' /4' H.S.A.
_ ..
C)
-
a
MATERIAL DESCRIPTION
LU
w
-
UJ
r- w
fl �. >
Lr M_
to uy
BLCWCOtJN
;CORE DATA
ca
r N
REMARKS
STANDARD PENETRATION TEST DATA
it1104Y91t}
10 20 30 6086
w
Z
w
D y a
w
IL
rn
BLOW COUNT
t CORE DATA
8
--_
�
C
REMARKS
STAN DARDPENETRATION TESTDATA
lblo Yrf j
10 26 30 6480
Topsoil/ Rootmat (3 inches)
5
1O�
15
20
25
30
O
-
UJ w
w `;
Topsoil/ Rootmat (3 inches) 7'
1
ITC
623.0-
51$0
613.0
61 .0
603.0
598.0
SS_1
33 -2
SS -3
SS -4
SS.S
RC-1
RC-2
Rc a
2
2
2
5
9
FILL: SANDY CLAY (CL) - firm, black brown
3
5
4
B
11
=
6
7
6
7
8
15
22
FILL: SILTY SAND (SM) - loose, gray tan,
trace fine gravel, rcaceous, fine to coarse
FILL: SANDY CLAY (CL) - firm, red black
brown, trace fine gravel
SS -1
2
2
3
5
5
5
ut L5 ~
CRYSTALLINE ROCK - dark gray
METAVOLCANIC, very slightly weathered,
very hard, close fracture spacing with 8 joints at
45° and 3 at 30°
REMARKS
91 %76%
622.0
SS-2
3
3
4
7:
7
STANDARD PENETRATIONTESroATA
7
80 %50%
924% e
FILL: SANDY CLAY (CL) - soft, red brown,
trace fine gravel
Topsoil/ Rootmat (3 inches)
SS 3
3
1
3
=
4
10
?J
6170
SS-4
2
4
Z
0
16
3
RESIDUUM: CLAYEY SAND (SC) - loose, red
orange brown, little fine gravel, fine to coarse
s
`•'1 u�]
16 20 36 6680
Topsoil ! Rootmat (1 inch)
RESIDUUM: CLAYEY SILT (MH) -firm, red
PARTIALLY WEATHERED ROCK: SILTY
SAND (SM) - gray, with rock fragments, fine to
SS -2
2
SS -1
3
5
8
15
LA)1%
coarse
612- .0
55 5
4
21
W.
6L3
��
SANDY SILT (ML) - firm, red orange
-
CRYSTALLINE ROCK - dark gray
manganese staining
S3 -2
3
METAVOLCANIC with an intrusive
4
3
7
5
622.0
metamorphosed quartz d iorite seam from
RC -1
95 %82%
=
orange white red, fine to medium
20-
20.5- 22.0', slight to moderately severe
weathering with severe weathering from
2
607A
2
staining
10
= =
SS -3
4
=
7
3
a 7
13
22.5- 22.8', hard, moderately dose to close
SS -4
3
6
7
fracture spacing with 1 joint at 45° and 5 at 30°
13
10--
617,0
HC
RC -2
001
78%
25
602.0
PARTIALLY WEATHERED ROCK: SILTY
2
4
SAND (SM) - tan brown, trace rock fragments,
fine to coarse
15
CRYSTALLINE ROCK - gray and white
SfY.
METAMORPHOSED QUARTZ DIORITE,
SS 5or.2
No Recovery
slightly weathered, very hard, close fracture
Refusal at 142 feet
=
-
spacing with 3 joints at 60 °, others indiscern ible
Boring terminated at 14.2 feet
SS -6
10
13
13
_
25
2O
RG'
6%
CRYSTALLINE ROCK - dark gray
METAVOLCANIC, slightly to very slightly
30
weathered, hard, close to moderately close
PARTIALLY WEATHERED ROCK: SILTY
597.0
SAND (SM) - gray brown, fine
fracture spacing with 4 joints at 60°
SS -7
26
50F.
Refusal at 16.7 feet
.4
25
601.0
Boring terminated at 30.5 feet
SS $
24
NOTES"
1. THIS LOG IS ONLYA PORTION OFA REPORT PREPARED FOR TIME NAMED
PROJEG T AND MUST ONLY BE USED TOGETHER WITH THAT REPORT,
2 BORI01�fia AMEPL � ps �ENETRAB. 7TON TEST DATA IN GENERAL
3, S TRA TTFICA 77ON AND GROUNDWATER DEPTHS ARE NOT EXACT.
4. WATER LEVEL ISATTrMEOFE YPLORATIONAND WILL VARY.
!
Page 1 of ?
PROJECT: CMU Taggart Creek -Hope VI Development
Charlotte, North Carolina
S &ME Project No. 1351 -12 -113
BORING LOG g -12
DATE DRILLED: 8121/12
ELEVATION: 628.0 ft
NOTES:
DRILL RIG: CME 550
BORING DEPTH: 30.5 R
DRILLER: J. Little
WATER LEVEL: 5.7 feet on 8/22/2012
HAMMER TYPE: Automatic
LOGGED BY: N. Page
SAMPLING METHOD: Rock Core Split s oon
NORTHING:
EASTING:
DRILLING METHOD: 3' /4' H.S.A.
WATER LEVEL: Not Encountered
v
a
MATERIAL DESCRIPTION
UJ
U
3u
¢
Lu
J
w
w
D y a
w
IL
rn
BLOW COUNT
t CORE DATA
8
--_
�
C
REMARKS
STAN DARDPENETRATION TESTDATA
lblo Yrf j
10 26 30 6480
w
]
Z
5
1O�
15
20
25
30
O
-
UJ w
w `;
Topsoil/ Rootmat (3 inches) 7'
1
ITC
623.0-
51$0
613.0
61 .0
603.0
598.0
SS_1
33 -2
SS -3
SS -4
SS.S
RC-1
RC-2
Rc a
2
2
2
5
9
3
2
4
7
11
3
5
4
B
11
=
6
7
6
7
8
15
22
FILL: SILTY SAND (SM) - loose, gray tan,
trace fine gravel, rcaceous, fine to coarse
FILL: SANDY CLAY (CL) - firm, red black
brown, trace fine gravel
=
B =
LU
=
FILL: SILTY SAND (SM) -loose, orange black
red, with clay pockets, micaceous, fine to
coarse
RESIDUUM: SANDY SILT (ML) - stiff, brown
tan orange, manganese staining
SILTY SAND (SM) - medium dense, black
gray, trace rock fragments, f €ne to coarse
-
=
ut L5 ~
CRYSTALLINE ROCK - dark gray
METAVOLCANIC, very slightly weathered,
very hard, close fracture spacing with 8 joints at
45° and 3 at 30°
REMARKS
91 %76%
a a
MATERIAL DESCRIPTION
w
CL E
_ °� -
STANDARD PENETRATIONTESroATA
7
80 %50%
924% e
50%
Topsoil/ Rootmat (3 inches)
CRYSTALLINE ROCK - gray
METAMORPHOSED QUARTZ DIORITE,
completely to moderately weathered, soft to
moderately hard, very close fracture spacing
with indiscernible joints
=
?J
W
�.
CRYSTALLINE ROCK - gray and white
METAMORPHOSED QUARTZ DIORITE, very
slightly weathered, very hard, moderately close
fracture spacing with 2 joints at 45 degDfracture
iW4YY5ntL}
Z
2
3
3
CRYSTALLINE ROCK - greenish gray
METAMORPHOSED QUARTZ DIORIT
moderately weathered, hard, very clos
spacing with indiscernible joints
s
NOTES° heitisai at 11jjb..q'i te{{ett{} f{ ��,}}
1. THIS LOG IS &4W8HON Ur.A� REI MNNARED FOR THE NAMED
PROJECTAND MUST ONLY BE USED TOGETHER WITH FHA TREPORT
2, BORINGL4ltifCE LING AND7 % TR TRW TEST DATA IN GENERAL.
3, S TPA TIRCA" 0NANOGA ,0UNDWAT&?DEPrk6ARENorEXACi.
4. WATER LEVEL IS A r TIME OFEXPLORATIONAND WILL VARY.
i
Page 9 of 1
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LL
C
PROJECT: CMU Taggart Creek -Hope VI Development
Charlotte, North Carolina BORING LOG B -10
Charlotte, North Carolina
BORING LOG B -09
S&ME Project No. 1351-12-113
DRILL RIG: CME 550 BORING DEPTH: 39.Oft
DRILLER: J. UNIL, WATER LEVEL: 13.4 feet on 512112012
HAMMER TYPE: Automatic LOGGED BY: N. Page
NOTES:
DATEDRILLED: 8117/12
ELEVATION: 627.0 ft
DRILLING METHOD; 3' /d' H.S.A.
DRILL RIG: CME 550
BORING DEPTH: 142 ft
DRILLER: J. Little
WATER LEVEL: Not Encountered
HAMMER TYPE: Automatic
LOGGED BY: N. Page
SAMPLING METHOD: Split s oon
NORTHING:
EASTING:
DRILLING METHOD: 3' /T H.S.A.
U_
a
O
-
UJ w
w `;
w
BLOIrVCOl1NT
'2
0,
[�
w
w .�
Z
C
a _
- >
,CORE DATA
LU
=
CD
J
w
=
ut L5 ~
z
REMARKS
a a
MATERIAL DESCRIPTION
w
CL E
_ °� -
STANDARD PENETRATIONTESroATA
7
Topsoil/ Rootmat (3 inches)
=
?J
W
�.
w ° xa
7
iW4YY5ntL}
Z
2
3
3
7
s
`•'1 u�]
16 20 36 6680
Topsoil ! Rootmat (1 inch)
RESIDUUM: CLAYEY SILT (MH) -firm, red
FILL: CLAYEY SAND (SC) - medium dense,
SS -2
2
SS -1
3
5
8
3
13
brown, fine to medium
621.0
RESIDUUM: CLAYEY SILT (MH) - firm, red,
SANDY SILT (ML) - firm, red orange
-
manganese staining
S3 -2
3
3
4
3
7
5
622.0
SANDY SILT (ML) -stiff, red tan, manganese
orange white red, fine to medium
SS -4
2
2
2
staining
10
SS -3
4
6
7
3
a 7
13
SS -4
3
6
7
3
13
10--
617,0
HC
PARTIALLY WEATHERED ROCK: SILTY
2
4
SAND (SM) - tan brown, trace rock fragments,
fine to coarse
15
26
SfY.
611.0
SS 5or.2
No Recovery
Refusal at 142 feet
=
Boring terminated at 14.2 feet
SS -6
10
13
13
_
25
2O
NOTES"
1. THIS LOG IS ONLYA POR TION OFA REPORT PREPARED FOR THE NAMED
PROJEC T AND MUST ONL Y BE USED TOGETHER WITH TIIA T REPORT.
Z BORING ACEL ASDPP NETR TION TESTDAFA IN GENERAL
3, STRATTFICA 77ONAND GROUNDWATER DEPTHS ARENOTEXACT.
4. WATER LEVEL IS AT 179E OF ExPLORA TIONAAFD WILL VARY.
Page 7 of 1
C
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PROJECT: CMU Taggart Creek -Hope VI Development
Charlotte, North Carolina BORING LOG B -10
S &ME Project No. 1351 - 12413
NOTES'
DATEDRILLED: 8/17/12 ELEVATION: 625.0 ft
DRILL RIG: CME 550 BORING DEPTH: 39.Oft
DRILLER: J. UNIL, WATER LEVEL: 13.4 feet on 512112012
HAMMER TYPE: Automatic LOGGED BY: N. Page
SAMPLING METHOD: Split s oon
NORTHING:
EASTING:
DRILLING METHOD; 3' /d' H.S.A.
W
z
�- ul
C 0.
BLOW COUNT
CORE DATA
_
U_
a
O
-
UJ w
w `;
to
REIUTARK S
'2
0,
MATERIAL DESCRIPTION
w
w .�
CL x
E
STANDARD PE TIesT DATA
�-D'
J
w
Q
`�' ui
INETRATION
ibJ -Y-T*
Z
r °
cN
10 20 3D 6680
Topsoil/ Rootmat (3 inches)
=
FILL: SANDY CLAY (CL) - firm, brown red
SS_ 1
2
3
3
6
s
RESIDUUM: CLAYEY SILT (MH) -firm, red
orange
SS -2
2
3
3
6
5
5
621.0
SANDY SILT (ML) - firm, red orange
-
SS -3
2
2
3
5
SILTY SAND (SM) - very loose to loose,
orange white red, fine to medium
SS -4
2
2
2
4
10
616D
HC
555
2
4
5
15
T,
611.0
No Recovery
=
SS -6
10
13
13
_
25
2O
506.0
PARTIALLY WEATHERED ROCK: SILTY
SAND (SM) - gray brown, fine
SS -7
26
50F.
.4
25
601.0
SS $
24
24
5WA
501.4
30
596 0
Refusal at 30 feet
Boring terminated at 30 feet
NOTES:
1. THIS LOG IS ONLYA POR77ONOFA REPORT PREPA RED FOR THE NAMED
PROJECT AND MUST ONLY BE USED TOGETHER WITH THA T REPORT.
2 BORING A Vf iF! MD P S 58T8. 77ON TEST DA TA IN GENERAL
3, STRA17FICATIONANDGROUAIDWA TER DEPTHS ARE NOT EXACT.
4. WATER LEVEL IS A T TIME OF EXPLORAWONAND WILL VARY.
!
Page 7 of 9
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