20150334 Ver 1_Record Drawings_20150406

•
� 1
CHARLOTTE - ME C KLE NB UR G
UTILITY DEPARTMENT
CHARLOTTE, NORTH CAROLINA
ENGINEERING DIVISION
SANITARY SEWAGE SYSTEM IMPROVEMENTS
CMUD PROJECT NO. 804 -10 -516
V C E 0 g l 0 Z
I COMPLETION - JUNE 2014
DESIGN COMPANY
PLANS PREPARED BY HAZEN AND SAWYER, P C
ADDRESS 4944 PARKWAY PLAZA BLVD, SUITE 375, CHARLOTTE, INC 28217
PHONE. [phone]
DATE DESIGN COMPLETED FEBRUARY 2013
SURVEY COMPANIES
SURVEYED BY BARRY D DAMS SURVEYING
ADDRESS 2620 WEST MAIN STREET, ALBEMARLE, NC 28001
PHONE [phone]
DATE SURVEY COMPLETED FEBRUARY 2013
SURVEYED BY AMOIMAGE 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 JAS GRIFFITH, CMUD
INSIDE CHARLOTTE. (7), YES ( ) No-
TOPO No- 59, 60, 61, 95, 96, 97
TAGGART CREEK OUTFALL
HOPE VI PROJECT-
JULY 2014
RECORD DRAWINGS
VICINITY MAP
NO SCALE
PIPE MANUFACTURE
FRP GRAVITY SEWER
BY HOSAS
STIFFNESS SN46
DI GRAVITY SEWER
BY U S PIPE
PRESSURE CLASS 350 W/PROTECTO 401 (10'/12')
MANHOLES
BY DEWNGER PRECAST
COATING 2X60MILS RAVEN 405
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
ACE 404 PERMIT NO 2013 -01301
CDOT ENCROACHMENT NO 10 -158 -P
CDENR PERMIT NO WO 13 -0356
NCDENR LAND QUALITY PERMIT NO DEVELOPER
a
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
STROVE SEAL NUMBER 18179
N.C.PE
Q..0y, CAR��i
= P�F ESST C 9
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025221
9yo f'VCINEEQ �4
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N CPE
SUMMARY OF SEWER MAINS k MANHOLES
SIZE
LENGTH
SIZE
LENGTH
42'
1609LFi
10'
561Fi:
12'
60LFt
TOTAL NO OF MANHOLES 8
TOTAL NO LOTS SERVED 2
PROJECT NAME PAW CREEK FORCE MAIN REPLACEMENT
PH3 - HOPE H SECTION
JOB NO, 804-10 -516
DATE OF ACTIVATION N/A
DATE AS BUILT JULY 2014 BY H&S
I a
of
0
0
K

i
SHEET INDEX
BILLY GRAHAM PARKWAY
ss I
I
1
COVER
2
INDEX SHEET AND SCHEDULING
3
GENERAL NOTES, LEGEND AND ABBREVIATIONS
PLAN AND PROFILE
DOUBLE BELL
4
STA 103 +00 TO STA 110 +00
5
STA 110+00 TO STA 119+0897
6
CONNECTION NO 1 & NO 2
DETAILS
COATING
7
MISCELLANEOUS DETAILS
9
CMUD STANDARD DETAILS
10
CMUD STANDARD DETAILS
/ ss
PIPE SCHEDULE
PIPE
IDENTIFICATION
MATERIAL
MANHOLE
SCHEDULE
42"
FRPM
DOUBLE BELL
SN -72
STATION
TYPE
SIZE
VENT EL
INTERIOR
COATING
RING & COVER
BOOT
103+3934
MONOBEND
PRECAST
6FT DIA
—
2X60
MILS
RAVEN
405
30"
A —LOK
106+1469
MONOBEND
PRECAST
6FT DIA
6300
2X60
MILS
RAVEN
405
30"
A —LOK
108 +6915
MONOBEND
PRECAST
6FT DIA
—
2X60
MILS
RAVEN
405
30"
A —LOK
111+3710
MONOBEND
PRECAST
6FT DIA
—
2X60
MILS
RAVEN
405
30"
A —LOK
115+1842
MONOBEND
PRECAST
6FT DIA
6340
2X60
MILS
RAVEN
405
30"
A —LOK
116+1036
MONOBEND
PRECAST
6FT DIA
—
2X60
MILS
RAVEN
405
30"
A —LOK
116+9387
MONOBEND
PRECAST
6FT DIA
—
2X60
MILS
RAVEN
405
30"
A —LOK
118+6985
MONOBEND
PRECAST
6FT DIA
—
2X60
MILS
RAVEN
405
30"
A —LOK
PIPE SCHEDULE
PIPE
IDENTIFICATION
MATERIAL
TYPE OF JOINT
CLASS/DESIGN
42"
FRPM
DOUBLE BELL
SN -72
COUPLING
12" &
DUCTILE IRON
PUSH ON
CL -350 W/
SMALLER
P401
4
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
2
THIS DOCUMENT ORIGINALLY
ISSUED FOR CONSTRUCTION
AND SEALED BY JAMES N
STRUVE, SEAL NUMBER 18179

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 2X
20 CONTRACTOR TO EXCAVATE AND DETERMINE ELEVATION OF
ALL KNOWN CONFLICTS AT LEAST 1000 FEET AHEAD OF PIPE
QU CASING INSTALLATION
21 CLASS B CONCRETE MIX DESIGN SHALL HAVE A MINIMUM
28 -DAY COMPRESSIVE STRENGTH OF 3600 p61
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
CONTRACTORS 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 6- IN04ES BELOW BOTTOM
TO MINIMUM 6- INCHES ABOVE TOP OF PIPE FOR ENTIRE TRENCH
'MOTH 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 FOLLOVWNG
COMPLETION AND ACCEPTANCE OF BACKFILL COMPLETED
INSTALLATION TO HAVE ZERO LEAKAGE
25 PULL TESTING SHALL BE REWIRED FOR MANHOLE COATINGS AND
SHALL BE PERFORMED BY A THIRD PARTY TESTING FIRM PAID BY
CMUD CONTRACTOR SHALL BE RESPONSIBLE FOR RECCARNG 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 DESCR18ED 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
ORAWINGS APPROVED BY NCDENR LAND DUALITY SECTION FOR ALL
OFFSITE DISPOSAL AREAS USED ON THE PROJECT PRIOR TO
DISPOSING OF ANY MATERIALS OFFSITE
29 REPLACE ALL EXJSTINC FENCES IMMEDIATELY AFTER CONSTRUCTION
HAS CLEARED THE FENCE UNE 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
OUTUNED IN THE ENCROACHMENTS ISSUED BY NCDOT NOTIFY
ME 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 NODDY
31 UNITS OF DISTURBANCE FOR THIS PROJECT IS APPROXIMATELY 23
ACRES
32 DELAYED AVAILABILITY ON LINEBERGER PROPERTY
p
SEEDING SCHEDULE
APPOCAIION RATES IN POUNDS /ACRE
ABBREVIATIONS
PLANBNc
GENERAL AND EROSION CONTROL NOTES
STRAW
O
'
1 CONTACT CIA ARLO TIE - MECKLENBURG URUTY DEPARTMENT
SEASON
UME
SEED
FERBLUEA
PROJECT MANAGER (JUUE MCLELLAND) AND INSPECTOR BY PHONE
SYMBOLS
COMMENTS
O
OR IN PERSON A MINIMUM OF 40 BUSINESS HOURS PRIOR TO
UcT
OVERHEAD TELEPHONE
ENT
UNDERGROUND CABLE N
BEGINNING LAND DISTURBING ACTIVITY JULIE MCLELLAND CAN BE
%
PERCENT
OHE OR CIE
OVERHEAD ELECTRIC
REACHED AT 704 -634 -8562
SIX
AND
CHIT
OVERHEAD TELEPHONE
•'
®
a
AT
OH TV
OVERHEAD CABLE TV
2 ALL WORK SHALL COMPLY YOUTH CONTRACT DOCUMENTS AND
60 OF NITROGEN
OF T.ES
4GTV
EXISTING WATER OR SEWER R/W
THE SPECIAL PROVISIONS AS DESCRIBED IN THE PROJECT
PROPOSED WATER OR SEWER R/W
- - --
PROPOSED TCEAOC
500 6
MANUAL CONTRACT DOCUMENTS SJPERCEOE CMUD
PF
A
2000
p
STANDARDS
ARAN
ABANDON /ED
PED
PEDESTAL
3 CONTACT THE LOCAL PUBUC UTILITIES LOCATING SERVICE TO
ADD
ADDENDUM
PG
PAGE
LOCATE UTUTIES IN THE AREA BEFORE ANY EXCAVATION
APPROX
APPROXIMATE
PKWY
PARKWAY
ALL EXISTING UTILITIES MAY NOT SHOWN ON THE DRAWINGS
ARV
AIR RELEASE VALVE
PL OU R
PROPERTY LINE
CONTRACTOR IS RESPONSIBLE FOR LOCATING AND
ASPH
ASPHALT
PNG
PIEDMONT NATURAL GAS
PROTECTING EXISTING UTILITIES WHETHER SHOWN OR NOT
AND REPAIRING ALL DAMAGE TO UTILITIES AT HIS OWN
ID -10 -10
(WHERE SFECI'ED) TO COWER BOTTOM
PP
POWER POLE
EXPENSE CONTACT NC ONE CALL AT BIT OR
STORM DRAIN /CATCH BASIN
B
PV
PLUG VALVE
800- 632 -4949
BFV
BUTTERFLY VALVE
PWR
POUR
PAVEMENT
4 THE TOPOGRAPHIC MAPS WERE PREPARED FROM AN AERIAL
BLDG
BUILDING
OVER SEED MTH TIDE P SEED MIXTURE
POWER
SURVEY - CONTOUR INTERVAL OF 1 FOOT GRID SYSTEM
BLVD
BOULEVARD
AND COORDINATES ARE NC STATE PLANE COORDINATE
011111 NEXT PLANING SEASON
iS
MAY 1 -AUWSI IS
R
SYSTEM (1983 DATUM)
750_1000
C
R/W OR RW
RIGHT OF WAY
5 DISTURBANCE SHALL BE LIMITED TO THE TEMPORARY AND
CB
CATCH BASIN
R
RADIUS
PERMANENT CMUD RIGHT -OF -WAY AREAS FOR WHICH
CDIA
CHARLOTTE - DOUGLAS
RCP
RD
REINFORCED CONCRETE PIPE
ROAD
ENCROACHMENT AGREEMENTS HAVE BEEN OBTAINED AND
STAGING AREAS PROCURED BY THE CONTRACTOR
120
INTERNATIONAL AIRPORT
Rd
RESTRAINED JOINT
CONTRACTOR SHALL REMOVE ALL TREES WITHIN THE LIMITS
CL OR
CENTERLINE
RR
OF THE PERMANENT CMUD RIGHT -OF -WAY EXCEPT WHERE
CLF
CHAIN LINK FENCE
TIMING NEXT IN.WTN1 MASON
RAILROAD
TREE PROTECTION IS SHOWN ON THE DRAWINGS
CUP
CORRUGATED METAL PIPE
CMU
CHARLOTTE- MECKLENBURG UTILITIES
S
6 LIMITS OF CONSTRUCTION (LOC) TO BE EDGE OF TEMPORARY
CMUD
CHARLOTTE - MECKLENBURG UTILITY DEPARTMENT
5D
STORM GRAIN
CONSTRUCTION EASEMENT (ICE) EDGE OF PAVEMENT (FOP)
DEPARTMENT
SF
SILT FENCE
OR SILT FENCE LINE (OPEN AREAS) AS INDICATED ON
INDIVIDUAL DRAWINGS
CO
CLEANOUT
SHT
SHEET
CORING
CONCRETE
SSMH
SANITARY SEWER MANHOLE
7 CONTRACTOR IS RESPONSIBLE FOR PROCURING ALL
SS
SANITARY SEWER
MOBILIZATION STORAGE AND STAGING AREAS AS WELL AS
D
STA
STATION
ACCESS TO THE CONSTRUCTION SITES WITHIN THE
STD
STANDARD
TEMPORARY AND PERMANENT CMUD RIGHT -OF -WAY NOT
DI
DUCTILE IRON
SWR
SEWER
ALREADY ACQUIRED EROSION CONTROL DEVICES SHALL BE
DI OR 0
DIAMETER
INSTALLED AND MAINTAINED AT ALL WORK SITES STAGING
DIM
DIMENSION
AREAS AND OFF SITE SPOILS AREAS CONTRACTOR SHALL
DIP
DUCTILE IRON PIPE
T
FOLLOW ALL LOCAL REGULATIONS REGARDING THE WORK
INCLUDING KEEPING MUD AND DIRT OFF OF PUBLIC ROADS
DWG
DRAWING
TBM
TEMPORARY BENCH MARK
AND PRIVATE ENTRANCES AND REHABILITATING STAGING
ICE
TEMPORARY CONSTRUCTION
STORAGE OR STOCKPILING AREAS TO EQUAL OR BETTER
E
EASEMENT
THAN EXISTING CONDITION CONTRACTOR SHALL TAKE ALL
TO
TEMPORARY DIVERSION
REASONABLE MEASURES TO PREVENT TRACKING MUD /SOIL
EIP
EXISTING IRON PIN
TEL
TELEPHONE
ONTO ADJACENT ROADWAYS ANY MUD /SOIL TRACKED ON
ELEV OR EL
ELEVATION
TEMP
TEMPORARY
ROADWAYS SMALL BE CLEANED DAILY FOLLOWING
EMH
EXISTING MANHOLE
lYP
TYPICAL
COMPIETION OF CONSTRUCTION RESTORE ALL CONSTRUCTION
E
EASEMENT
SITE ACCESS AREAS TO A CONDITION EQUAL TO OR BETTER
E XIT ST
EXISTING
u
THAN ORIGINAL
8 EROSION AND SEDIMENTATION CONTROL FACILITIES STALL BE
F
UC
UNDERGROUND
INSTALLED PRIOR TO CLEARING OR AS SOON AS PRACTICAL
UGE
UNDERGROUND ELECTRIC
THEREAFTER BEFORE PERFORMING EXCAVATION IN ANY AREA
FES
FLARED END SECTION
UGT
UNDERGROUND TELEPHONE
MAINTAINED DURING WORK AND REMOVED WHEN WORK 15
FH
FIRE HYDRANT
UGTV
UNDERGROUND CABLE N
COMPLETED TEMPORARY AND PERMANENT STABILIZATION
FM
FORCE MAIN
STALL BE PERFORMED AS SPECIFIED IN SECTION 02276
FDIC
FIBER OPTIC CABLE
V
CONTRACT DOCUMENTS SUPERCEDE CMUD DESIGN
STANDARDS
FRPM
FIBERGLASS REINFORCED PLASTIC MORTAR
VERT
VERTICAL
9 SOIL EXPLORATION WORK WAS PERFORMED BY S&ME SOILS
G
EXPLORATION WORK IS SOLELY TO ASSIST BIDDERS IN
W
ASSESSING THE NATURE AND EXTENT OF TESTING
G
GAS
PROCEDURES REQUIRED TO MAKE THEIR OWN DETERMINATION
OR
GRADE
W
WATER
OF ACTUAL SUBSURFACE CONDITIONS THAT WILL BE
GV
GATE VALVE OR GAS VALVE
WL
WATER UNE
ENCOUNTERED DURING THE COURSE OF THE WORK NO
WN
WATER METER
REPRESENTATION IS MADE OR WILL BE GIVEN BY THE
H
W/
NTH
ENGINEER CONCERNING ACTUAL CONDITIONS THAT WILL BE
ENCOUNTERED ALL BIDDERS ARE DIRECTED PRIOR TO
W/0
WITHOUT
BIDDING TO CONDUCT ALL INVESTIGATIONS AND TESTING
HORZ
HORIZONTAL
WV
WATER VALVE
THEY DEEM NECESSARY TO ARRIVE AT THEIR OWN
HW
HEADWALL
CONCLUSIONS REGARDING SUCH CONDITIONS SOIL BORING
HWY
HIGHWAY
PROFILE ELEVATIONS ARE APPROXIMATE
HYD
HYDRANT
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
IN
INCHES
INV
INVERT
11 WHEN DEWATERING TRENCHES TURBID WATER SHALL BE
PUMPED THROUGH A FILTER BAG
12 ADDITIONAL SILT FENCE AND SLT FENCE STONE OUTLETS
JT
JOINT
MAY BE REQUIRED BASED ON FIELD CONDITIONS AS
DIRECTED BY ENGINEER
L
13 CONTRACTOR SHALL BE RESPONSIBLE FOR ANY WASTEWATER
SPILLS THAT OCCUR DURING CONSTRUCTION AND
LF
LINEAR FOOT
ASSOCIATED FINES FROM STATE REGULATORY AGENCIES
LOC
LIMITS OF CONSTRUCTION
LP
LIGHT POLE
14 ANY LAND CORNER PROPERTY MONUMENTATION OR
BENCHMARK WITHIN THE LIMITS OF CONSTRUCTION SMALL BE
M
PROTECTED IF A CORNER MONUMENT IS IN DANGER OF
BEING DESTROYED THE CONTRACTOR SHALL NOTIFY THE
MAX
MAXIMUM
OY44ER IMMEDIATELY ANY CORNER MONUMENT DISTURBED
MB
MAILBOX
OR DESTROYED SHALL BE RESET BY A PROFESSIONAL LAND
SURVEYOR REGISTERED IN THE STATE OF NC AT THE
MECH
MECHANICAL
CONTRACTORS EXPENSE CONTRACTOR TO PROTECT OR
MIN
MINIMUM
REPLACE NCDOT RIGHT -OF -WAY MARKERS OR MONUMENTS
MISC
MISCELLANEOUS
PER NCDOT 806 01
MJ
MECHANICAL JOINT
ANON
MONUMENT
15 CONTACT CMUD PROJECT MANAGER IMMEDIATELY REGARDING
ANY CONVICTS THAT ARISE DURING CONSTRUCTION OF
WORK SHOWN ON THE DRAWINGS
N /
16 FOR ALL PE -IN PIPING OR CROSSINGS CONTRACTOR SHALL
N
NORTH
VERIFY ALL EXISTING PIPELINE ELEVATIONS LOCATIONS
NCDENR
NORTH CAROLINA DEPARTMENT OF
DIAMETERS AND MATERIALS PRIOR TO SHOP DRAWING
ENVIRONMENTAL AND NATURAL
SUBMITTALS NOTIFYING THE ENGINEER OF ANY CONFLICTS
RESOURCES
NCDOT
NORTH CAROLINA DEPARTMENT
17 ALL DRIVEWAYS DRAIN PIPES HEADWALLS AND OTHER
OF TRANSPORTATION
PHYSICAL FEATURES SHALL BE RESTORED TO EQUAL OR
BETTER THAN EXISTING CONDITION IN BOTH NEW AND
NO OR B
NUMBER
EXISTING RIGHTS -OF -WAY AND WITHIN ANY TEMPORARY
N -S
NORFOLK- SOUTHERN
EASEMENT AREAS ANY STRUCTURES OR DRIVEWAYS
NIS
NOT TO SCALE
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 2X
20 CONTRACTOR TO EXCAVATE AND DETERMINE ELEVATION OF
ALL KNOWN CONFLICTS AT LEAST 1000 FEET AHEAD OF PIPE
QU CASING INSTALLATION
21 CLASS B CONCRETE MIX DESIGN SHALL HAVE A MINIMUM
28 -DAY COMPRESSIVE STRENGTH OF 3600 p61
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
CONTRACTORS 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 6- IN04ES BELOW BOTTOM
TO MINIMUM 6- INCHES ABOVE TOP OF PIPE FOR ENTIRE TRENCH
'MOTH 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 FOLLOVWNG
COMPLETION AND ACCEPTANCE OF BACKFILL COMPLETED
INSTALLATION TO HAVE ZERO LEAKAGE
25 PULL TESTING SHALL BE REWIRED FOR MANHOLE COATINGS AND
SHALL BE PERFORMED BY A THIRD PARTY TESTING FIRM PAID BY
CMUD CONTRACTOR SHALL BE RESPONSIBLE FOR RECCARNG 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 DESCR18ED 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
ORAWINGS APPROVED BY NCDENR LAND DUALITY SECTION FOR ALL
OFFSITE DISPOSAL AREAS USED ON THE PROJECT PRIOR TO
DISPOSING OF ANY MATERIALS OFFSITE
29 REPLACE ALL EXJSTINC FENCES IMMEDIATELY AFTER CONSTRUCTION
HAS CLEARED THE FENCE UNE 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
OUTUNED IN THE ENCROACHMENTS ISSUED BY NCDOT NOTIFY
ME 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 NODDY
31 UNITS OF DISTURBANCE FOR THIS PROJECT IS APPROXIMATELY 23
ACRES
32 DELAYED AVAILABILITY ON LINEBERGER PROPERTY
p
SEEDING SCHEDULE
APPOCAIION RATES IN POUNDS /ACRE
SEE,-
PLANBNc
PROPOSED Q FORCEMAIN & GRAVITY SEWER —
STRAW
O
'
WxnRE
SEASON
UME
SEED
FERBLUEA
MULCH
IOPOPEsSNC
COMMENTS
m
UNDERGROUND TELEPHONE
UcT
OVERHEAD TELEPHONE
ENT
UNDERGROUND CABLE N
500 CF
USE CHANNEL OR NIGH UNING
P
APRIL 15 -1ME 15
2000
150
SIX
4000
t0 -10 -t0
(WHERE s,ECFIEB) To COetR BOROM
•'
TOWER LINE
-
EXISTING GAS MAIN
EXIST 7 GAS
GAS VALVE
60 OF NITROGEN
OF T.ES
4GTV
EXISTING WATER OR SEWER R/W
- _UIST-R6-
PROPOSED WATER OR SEWER R/W
- - --
PROPOSED TCEAOC
500 6
USE CHANNEL OR DITW UNNG
PF
AUG ISOCT 15
2000
150
500
40W
10 -10 -TO
(WHERE SPEOFIED TO COVER BOTTOM
•�
MARSH
- — -
CREEK OR BRANCH
— --
'
TOP OF BANK /SLOPE
6o OF F4IROix
OF DITCHES
i�
RIP - RAP
WOODSUNE
TREE
5W OF
USE CHANNEL M DITCH ENNC
PW
FEB 15 -.MM 71
2000
150
500
4000
ID -10 -10
(WHERE SFECI'ED) TO COWER BOTTOM
N + .-
STREET SIGN ( LABEL TYPE)
STORM DRAIN /CATCH BASIN
SEDIMENT FENCE (SILT FENCE) SID 6 62
60 OF NTROCEX
OF DITCHES
M
JAN 1 -MAY I
N/A
170
750 -1000
4000
N/A
OVER SEED MTH TIDE P SEED MIXTURE
TREE PROTECTION BARRIER FENCE
SEDIMENT LOG INLET PROTECTION
011111 NEXT PLANING SEASON
iS
MAY 1 -AUWSI IS
N/A
3s
750_1000
4000
N/A
OWR SEED WITH TYPE P SLED MIXTURE
WRING NEXT PLANTNG KASN
li
AUGUST 16 -DEC 30
N/A
120
750 -TWO
4000
N/A
OK SEED MM TYPE P $EEO NIXTURE
1
TIMING NEXT IN.WTN1 MASON
APPUCATION RATES AAIO /GTE CHEMICAL ANALYSIS SHALL BE CONTIRYED DR ESIAWSHED BY SDIL TEST
SEED MIXTURES TO BE USED GIN THE PROJECT SNARL BE AS FOLOW
P - PERMANENT SEEDING (TO EXTEND SPRMG SEEDING DAZES)
1501 /ACRE COAIYON HULLED BE7RMUOA GRASS
FF - PERMANENT FAU SEEDNG
1501 1ACRE RFNIUMY 31 TAU_ FESCUE (ALTA TML FESCUE)
PW - PERMANENT WNIER SEEUWG
1501 /Aa?E KBIUCKY 31 TALL FESCUE (ATA !ML FESCUE)
TW - TEMPORARY MNTB SEEING
120 / /AIAE RTE (GRMN)
501 /ACRE XOREAN LESPEDEZA
IS - TEMPORARY SRIMER SEEDING
351 /ACRE BROYM TOP MILLET
M SUDAN GRASS PER ROLL. AS MANUFACBIRED BY ANXCO AMERICAN EXMSCR COMPANY OR EQUAL
IF - TEMPORARY FALL SEEDING
1201 /ACRE RYE (M.N)
APPLY ASPHMT AT A RATE R BIG GAL/1D' (10 CAL /I 000 FT•J TO TACK STRAW ­CH
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 FACIUTIES GENERAL CONSTRUCTION
SEQUENCE SHALL BE AS FOLLOWS
1 INSTALL EROSION CONTROL DEVICES
2 CLEAR AND GRUB UNITS OF CONSTRUCTION
3 INSTALL THE PROPOSED 42 -INCH DIAMETER SEWER UNE WITH RELATED BRANCH LINES AS
INDICATED ON THE CONTRACT DRAWINGS PIPE AND MANHOLE TESTING TO BE
PERFORMED CONCURRENT PITH 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 IRIS PIPE WILL NOT BE ACTIVATED AS PART OF THIS PROJECT
JOG I RECORD DRAWINGS
LEGEND
PROPOSED AIR RELEASE VAULT
- -�-
EASTING CL SAN SWR
PROPOSED Q FORCEMAIN & GRAVITY SEWER —
EASTING SAN SWR MANHOLE
O
PROPOSED SAN SWR MANHOLE
•
EXISTING WATER MAIN
EXIST W
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
WATER METER
m
UNDERGROUND TELEPHONE
UcT
OVERHEAD TELEPHONE
ENT
UNDERGROUND CABLE N
UGTV
OVERHEAD CABLE TV
OHTV
UNDERGROUND FIBER OPTIC
FEE
UNDERGROUND ELECTRIC
Ix;E
OVERHEAD ELECTRIC
UTILITY POLE /GUY WIRE
•'
TOWER LINE
-
EXISTING GAS MAIN
EXIST 7 GAS
GAS VALVE
Gv
GAS TEST WELL
4GTV
EXISTING WATER OR SEWER R/W
- _UIST-R6-
PROPOSED WATER OR SEWER R/W
- - --
PROPOSED TCEAOC
ROAD/STREET R/W
R1. —
PROPERTY LINE
—i--
EDGE OF PAVEMENT
-
GROUND PROFILE
EXISTING IRON PIN
•�
MARSH
- — -
CREEK OR BRANCH
— --
'
TOP OF BANK /SLOPE
TOP
TOE OF BANK /SLOPE
i�
RIP - RAP
WOODSUNE
TREE
BUILDING
J
RAILROAD
GUARD RAIL
BRIDGE
FENCE ( LABEL TYPE)
N + .-
STREET SIGN ( LABEL TYPE)
STORM DRAIN /CATCH BASIN
SEDIMENT FENCE (SILT FENCE) SID 6 62
CHECK DAM SID 683
TEMPORARY STREAM CROSSING SID EC 1 —
STONE FILLED BURLAP BAGS SID E C 2 —
O
STONE AND CONCRETE RIP -RAP STD EC 3 —
ROLLED EROSION CONTROL MATTING STD 617 -
TREE PROTECTION BARRIER FENCE
SEDIMENT LOG INLET PROTECTION
RECORD DRAWING
THIS DRAWING HAS BEEN MODIFIED
TO REFLECT FIELD CHANCES
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
STROVE SEAL NUMBER 18179
CARoe/
�1T:J(I®�y1jT�ja iL'1ltlJ,•l2A'b�W�1
=�Q�Q(E55 /0�!'t'.9

-• -�- «�� I­uv 106+00 PROFILE 106 +00 107 +00 108 +00 109 +00 110 +00
HORZ: 1 " =40r
VERT: 1 " =4'
BILLY GRAHAM PARKWAY
(US HWY 52 1)
EOP —
;�`�^ -. •;,ma0, M GU RAIL
•,.' -.�•\ �\ •` / NCDOr CONTROLLED ACCESS,
AR _ -
\ ` STATE PROJECT 2 ECT NO 04
SHEET 31 - w
.... - ... ......
ME1AST IY WATER r. .. — -
1 6 ,_.. ...• .CAA . -- _T . -... _ - ...._ -.
..
- - __ - __ - .... 620
._ 613, �•. �- - - _
,
C A
_,�, i .... C \ •'?. ,;lea•._ - _ r -
_,._ _ , . -_ _ " - :.....,, , . ; , •, .::. ; > _ - � > R t • .; , ;.r \ .;.:.\ \
£SXE157 20' TALL CONR ET
SOUND BARRIER WALL,
.......... :. £O E � � ;�„�••
--
..
,
1
_�--- TAR � = - =',`- �,-
_ -. �:��� ; • . , � - , . .... � ..: �- ,: .. _ _ '. NCDOT R/W 42 SAN/ Y -
.... .. ti.__.._.._ _. - . - - -
,. SEWER '�- -,
vAauM ExcnvAnoH _ _. , L .. L - .. -. EAS£MEM VAR /ES - ".._`.:"-. ' T� - - - 'SEE NOTE s �•?^,'.'. -- 00
Lo c) .. -._ . ..J
— -
"\;, ,...\... ..,' t2•
WATER
MNN i ....... (' OC, -... _.... (w/ ( -- ��
2e" DEPTH TO TOP OF PIPE
,
0 0 •. a4 -�
\ ,....- tat +oo
. -'�
.:. s 1.9
_
•104 +0'_
;�•
x
; .tOs +ao. �YY
640
oo' yo + a "N
� \ . A \ :
t
t . Y,i:%
;`
Ot
BORE 11
W
s
e.
!
RIM =6S4.
:.ag
..:.
STA 039
Ad MANHOLE /
\'
'- ;•- 1jp/j..Art-
TA
- - -6'� PROPOSED
RIM 6d.4.s
a -----
35 TCE (LOG)
e e e e ---
-
a a, a e
\ _
..
- - MANHOLE
\\ \\
x
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YO
\ •;, ..
/
V
.
I
!
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!
I
r
EXISTING STORM
\ \
BROOKSVALE
STREET
PROPOSED WALKWAY
Q OTHERS) //
DETENTION POND
,— ss
ss --'r ss ss HOUSl
(BY
" ... «c ; .,... ' ss ss
ss
....... � \
; 1
T
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•
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;
:
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y
a_..._..._...._._
.......... 1
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WATER r :1
LEVEL r
:
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-
-- - -- - -- - .............
. I ; i 1
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_
a._.. _...__.. i .....
SEE NOTE
.
B .
r
T�
-
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a..... .......i ._.... ....
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!
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I_
1
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TI)
«
i
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€ (SEE NOTE 6
( )
€
r...-�
_...._ .. ..........
..........
! eoRE
BEGIN
AT STA /03+
f
j
f i ;
1.......L ....p_._.' c
- - - ......r.._._j_.... «.
__
i.............
�....
!
--« .._ ._........__._. ..............
,
SEE NOTE 3
i
PRE
!
r
i
I.... _ —.r...
._ _
ROCK
-
- -
q_
....... ; ... - .- ...___
._. .___.._........_...
SEE NOTE 4
( %
; f
- - }..........
26446 LF 41'FRPM SN7Z_:....... ..__
}...._.I. ..s ..._267.91
_......
41'RfPMAY72'e--..
1
£RPM
o
SN71
-
- -
--
- -
- -
_ ... : ..... ._ • _...... _...
f I
609.32
LW
r
L.-.�.
--'
i ! r
T iT;
?
... _._ >.._.�a....
I
PROPOSED
_ -T._ --
.
-
-= } -i
I
-
..._....._.,.
1
•
.,....... .._... .._.:_._.�... ._.
1.
as �
i
_.._.... . «_...........___........ ...... .......:................._
i
i
FUTURE WORK
r ;
59.27
. � sYl .
a 1 !
S1fi72.
1............_.. i.... __...1....
-I +
!.....i.. [.......
- ...." .' ...1._....__._..
t..
I�
i
r
—«—•—
,. r
._... r...._— « .... _ ..... _.__....._._......
_.._._
!
Y
1
-• -�- «�� I­uv 106+00 PROFILE 106 +00 107 +00 108 +00 109 +00 110 +00
HORZ: 1 " =40r
VERT: 1 " =4'
BILLY GRAHAM PARKWAY
(US HWY 52 1)
EOP —
;�`�^ -. •;,ma0, M GU RAIL
•,.' -.�•\ �\ •` / NCDOr CONTROLLED ACCESS,
AR _ -
\ ` STATE PROJECT 2 ECT NO 04
SHEET 31 - w
.... - ... ......
ME1AST IY WATER r. .. — -
1 6 ,_.. ...• .CAA . -- _T . -... _ - ...._ -.
..
- - __ - __ - .... 620
._ 613, �•. �- - - _
,
C A
_,�, i .... C \ •'?. ,;lea•._ - _ r -
_,._ _ , . -_ _ " - :.....,, , . ; , •, .::. ; > _ - � > R t • .; , ;.r \ .;.:.\ \
£SXE157 20' TALL CONR ET
SOUND BARRIER WALL,
.......... :. £O E � � ;�„�••
--
..
,
1
_�--- TAR � = - =',`- �,-
_ -. �:��� ; • . , � - , . .... � ..: �- ,: .. _ _ '. NCDOT R/W 42 SAN/ Y -
.... .. ti.__.._.._ _. - . - - -
,. SEWER '�- -,
vAauM ExcnvAnoH _ _. , L .. L - .. -. EAS£MEM VAR /ES - ".._`.:"-. ' T� - - - 'SEE NOTE s �•?^,'.'. -- 00
Lo c) .. -._ . ..J
— -
"\;, ,...\... ..,' t2•
WATER
MNN i ....... (' OC, -... _.... (w/ ( -- ��
2e" DEPTH TO TOP OF PIPE
,
0 0 •. a4 -�
\ ,....- tat +oo
. -'�
.:. s 1.9
_
•104 +0'_
;�•
x
; .tOs +ao. �YY
>� ..-rs
oo' yo + a "N
� \ . A \ :
t
t . Y,i:%
;`
Ot
BORE 11
W
s
e.
€\
STA 039
Ad MANHOLE /
\'
e
15' TCf
TA
- - -6'� PROPOSED
a -----
35 TCE (LOG)
e e e e ---
-
a a, a e
\ _
e'± (LOG '
- - MANHOLE
\\ \\
x
`
\
YO
\ •;, ..
/
V
BEGIN PROJECT
r
\\ \ i ;., , , . ; , ., .
AT STA 103 +00,
SEE NOTE 3
EXISTING STORM DRAIN
EXISTING STORM
\ \
BROOKSVALE
STREET
PROPOSED WALKWAY
Q OTHERS) //
DETENTION POND
,— ss
ss --'r ss ss HOUSl
(BY
" ... «c ; .,... ' ss ss
ss
....... � \
OG CHARLOTTE
PINI 11504201
06 319Z PG 237
DR 320, PG 213 PLAN
DR 27267, PG 502 PROPOSED RETAINING
•
DR 54, PG 111 1 " -4p' WALL (BY OTHERS)
+ 1
1 o i
3 I07/14I JOG I RECORD DRAWINGS
NOTES:
1. CONTRACTOR SHALL MAINTAIN EXISTING CONCRETE
SOUND BARRIER WALL ALONG BILLY GRAHAM
PARKWAY ANO RESTORE TO PRE - EXISTING
CONDITION AT NO ADaTIONAL COST TO OWNER.
2, PROPOSED MULTI- FAMILY DEVELOPMENT WITHIN
OTY OF CHARLOTTE HOUSING AUTHORITY PROPERTY
(SHOWN ON THESE PLANS) IS REFERRED ro AS
THE HOPE VI OEVELOPAIFNT. TI+E HOPE VI
DEVELOPMENT IS CURRENTLY UNDER CONSTRUCTION.
cONTRACroR sHALL COORDINATE coNSmucnaN 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 V 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
E
GRAVITY SEWER OUTFALL, HOPE VI DEVELOPMENY
DATED OCTOBER 10, 2012. APPEN01% TO
CONTRACT PROJECT MANUAL.
RECORD DRAWING
THIS DRAWING HAS BEEN MODIFIED
TO REFLECT FIELD CHANCES
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.
Jv

... _._.
Ir �
AUGER REFUSAL,
SEE NOTE 16 TYP
10' ss I _.._:.......
i
WATER LEVEL, -
,( S££ NOTE 16, TYP
lu
42' SANITARY
SEWER
SPECIAL EMBANKMENT
—' ' FOR STREAM BANK
1___.. __._...1... -' Q STABILIZATION, TYP,
SEE DETAIL 022702JR
83.51 LF 42
!. FRPM SN72
IOOYR FLOOD
ELEV 623.01
. 5..... ..i.._._..____...._.._.........
ANTI -SEEP COLLAR, SEE
CMUD STANDARD DETAIL
'CONCRETE COLLAR-, TYP
PRE -BLAST
ROCK -
(SEE NOTE 4)
END PROJECT AT
STA 119 +08.97,
SEE NOTE 3
PROPOSED
FUTURE WORK
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 N DEVELOPMENT. THE HOPE N
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 N 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 SMAE
REPORT ENTITLED RESULTS OF GEOTECHNICAL
SERVICES, PROPOSED CMU TAGGART CREEK
GRAVITY SEWER Olt TFALL, HOPE M DEVELOPMENT'
DATED OCTOBER 10, 2012. APPENDIX TO
CONTRACT PROJECT MANUAL.
7. NOTE DELAY START ON LINEBERGER PARCEL, DATE
Teo.
• • -- .. ��-.... ...�ra,v i 1 I a+-uv 115 +00 aORE 0101W 16 +00 117 +00 1 1 8 +00 1 1 9 +0101 9+00 1194-73
f....� PROFILE
EX SSMH
HORZ: 1' =40'
RIM 638.75 - VERT: 1 " =4'
INV IN 617.01 NW NCDOT CONTROLLED ACCESS,
fT IX 10' A
INV IN 615.20 N STA T£ PROJECT NO. 82722904
INV IN 616.70 NE �
INV OUT 615.08 �... SHEET 31
a CONCRETE
........ - ._.. - SOU
<a ". NAM PARKWAY az9 . _ . SEE -
.. - 521) .. , . ._... C /p.`"� VINO _ `g ---�. 2 LUTHER PINj l� 507501£T
BARRIER lE
GRA
(EDP) BILLY WY — - —
�_
(US H
.. 610 gnu y
.. _._..... E£ NOTE
_. -.,.,. 6 / MANHOLE
� ? SANITARY SEWER TACO NCDOT R�W ssn N
OP)
(E� _ _ 42 SAN /TARP ..._.. ��� .. _ @Rr I RIN I 62- 618
4 `
; _.. .. ._ ' "' ..._ \ '.` - � ...._. .. � ...'�� INV IN 61 g.]e N D
...._.. •- - —SEWER
� INV IN 61g 6t 96 5
S \ >8
: .... .. -- .:.:.: ..... .. .. .:. ... .. .,, = "',.. :.. .... .. - �` .,._.. " ,. ...:. ." '.., INV OUT 0.72
- .�._____ ----- -I•' 9 ..:: .. " _ _.... ' _ �. r PERMANENT
i
6.1 MA H L .. '... :.. -. •- . , SEM NT (VARIES) �
....
NCDOT R NB 341; 29 W .. 9194 11' ... R� '.
�• Ss
\.....�•
H
.._.. ,,• / .... _... ...%'• .4 ,, BORE /6 _ _ 8
...._ ...•% ._.._ .�:::. •�::... t -'11 _ R SEE
�`�•� -:._- glsr- \_ g.... _..... ..... LOC /y - 1g..- _ - x° CMUD STANDARD DETAIL
_
'SEE CONNE 32 CONCRETE COLLAR" l
C71ON NO. 1 :.: TDI'
:IF3''
SEE SHEET 6 ,
.. '', 1101E .
,3B � -� "roc)
9 3 � 1 / � TYP ✓.
�s7 /' ~
m 3
/PERM Z
ORE p ..... ... C BLOC) ,, r .' 1.1!`' WALL }
• •• -:' _ .,.. ,,,._....._ PROPOSED RETAINING \ \�\
;;:.. ( .. .,,.. _ , ....�. _
P � \ i
fi
\ ,
ANENT EASEMENT
_.:._-:.... i;.,.... : . BORE p
t REPLACE EX S
TlN G
FENCE
.l QC J W/T LIKE lA i?;. L ,.
^ '
- .... �1 `• `6z � ,_ ...._...,�: PROPOSED WALKWAY
`4 /
"(BY orHERS)
_ 3 _. -, �pR ., .. � • •• ;�_ - -"-" '" r ; STREAM IMPACT SITE 54 (CROSSING 15)
CE ( .._. Y ; .I r"•' { e f/ ' ! UNNAMED TRIBUTARY TO TAGGART CREEK,, iA l U11gtp0 i �;
i ., r-'� 1 f : INTERMITTENT STREAM,
T .t. �Y9 0- -'•
�'•� /- 6AA. -- --_L E% 8' SS W/ TEMPORARY IMPACTS TO 70 LF OF STREAM/,
'\ -- ' • i ', 1 ', 20• EASEMENT ' 7 _ OPEN-CUT TRENCH FOR PIPE INSTALLARO V,
r--' OPE \
f'kt I
wA "` PROPOSED RETAINING ; I t }, -l.k� L_� y
_ . �w .... WALL (BY OTHERS) I (�5��'` 1 1 ;C �.. T . RIM 626.02
UL HOUSING AUTHORITY wv w7 eia37 QC) ETID PROJECT AT
I I 1 - \ \ - CITY OF CHARLOTTE Y ' ¢ _6j " (L STA 119 +08.97,
o `• } Y� 1 PlN/ 11504201 =
1.-11 DB 3192, PG 237 ¢ j , `� SEE NOTE 3
+• . , ^ STREET , 30 QC) . 'e�o�:
DB 3180, PG 707 L.,
K51(M+ OB 320, PG 213 ��`•, ._.
\, Y5
t
1 , �---'• .i j j OB 27267 PG 50 ' - -� wvlNgn.as IA�TEG�hT G' _
\ \\ /
1
�. 2
\,
.... _ -•' / � �% DB 54, PG ! 11 INV OUT 621 03 � } , \. ' `_. •.
EX SSMH V•.:� 1 �I _. ...
RIM 631.72 PLAN
INV 621.57 ° PROPOSED STORM
1' =40' 6 DRAIN (BY .POTHERS)
SEE CONNECTION NO. ? } 07/1'1 "I RECORD DRAWINGS
SEE SHEET 6 1 z -/1 JOG REAL ESTATE ACOUISITON
- ,. -._. -. ....__._- -�--- �- • -••-._ ..uv: -..«.. »;nom- wow,.. �..,+ w,,. .�,..��- ,- rn.�m„m- ,.�,w::,,�,_, rooms„ �:,,..,. .�.:...,...xw.,o-wow...:o.v.,a.. nrvaV.w ».n -..�'
RECORD DRAWING
THIS DRAWING HAS BEEN MODIFIED
TO REFLECT FIELD CHANCES
REPORTED BY THE CONTRACTOR OR
ANOTHER PARTY, BUT NOT VERIFIED
BY THE CERTIFYING ENGINEER
1A.
mowwdfflft[ ' 11
German
THIS OOCUMENT ORIQNALLY
ISSUED FOR CONSTRUCTION
AND SEALED BY JAMES N.
STRUVE, 5EAL NUMBER 18179.

PROFILE
HORZ: 1 " =40'
VERT. 1' =4'
CORE DRILL EXISTING MANHOLE
AND CONNECT NEW DI PIPE.
POUR CLASS B CONCRETE
COLLAR AROUND CONNECTION.
9
9
SSMH ' \
RIM 63a 7'
INV IN 61 J.Ot NW/
INV IN 615.20 N /
IN IN 816.70 NE
INV OUT 615.06.
f
-ors' £X 10" SAN. SEWER
u TO REMAIN IN SERVICE
42" SANITARY
SEWER r .' / W'oi
Gi
12" SANITARYf�� '��' ?�' ]„ '`, :'e• `O�
SEWER
r / / 3� e / NCOOTRW '
aP O? 7: f '/ / 5 PERMANENT
¢ EA
A/A!/1 _
• }'
PERMANENT'` � Ex e" SS w/
/ /, .•` e ,•EASEMENT 20' EASEMENT
NCDOT RW �' Hty %�,E. /,i %•% / ,iii \\
/ NO
PLAN
CONNECTION NO. 1
(SEE SHEET 5)
1"=20'
42" SANITARY
SEWER
IRE WORK
OTHERS)
1 +oo 14-00
PROFILE
HORZ: 1" =40'
VFRT- 1 "_a'
CONNECTION N0. 2 3 07/1 JOG
2 03/1 JOG
(SEE SHEET 5)
1 03/1 JOG
1" =20 No. Date By
..,.-- ._.......- ..- .,..�,. w,.,., n.+ rwc• y, a�. �wv, v- �.., w" �vwv= u". �•.,. w.. o+ a. yx��om- w, wommvww��. o-w+a�z�.+,�c.,.v...v,- �.- N:w.�, ,,.�, -,.w,. o.. mom ab > xvmro- amwvw�o.vwm+o..bavmnm.nras
I. CONTRACTOR SHALL MAINTAIN ETASTNG 20'
CONCRETE SOUND BARRIER WALL ALONG BILLY
GRAHAM PARKWAY AND RESTORE TO PRE- EMSTING
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 N DEVELOPMENT. THE HOPE N
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 N 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
*0
mcim�mmEfto)�
I
THIS DOCUMENT ORIGINALLY
ISSUED FOR CONSTRU ".
AND SEALED BY JAMES N.
STRUVE, SEAL NUMBER 18179.

TRENCH EXCAVATION LIMITS
INTERNAL
DIAMETER
OF PIPE
W
'MOTH OF TRENCH
MAX I W =MIN
4 -6
3' -9.
2' -0.
8-10
3 -9
2 -2
12
RESTORE BANKS TO PRE - CONSTRUCTION TOPOGRAPHY AND TEMPORARILY STABILIZE 'NTH
_+2'
14'-16' 14' -16'
C 2'
O.D. +2'
IS
4' -4'
O.D. +2'
20'.21*
4' -8'
O.D. +2'
24
4' -11'
O.D. +2'
27'
1 5' -9'
O.D. +2'
30'
1 6' -7'
0. D.+2'
36'
1 7' -1
0 .D. +2'
42
8' -2'
O.D. +2'
48'
V -9'
0.0. +2'
54
9' -4'
O.D. +2'
60'
9' -10'
O.D. +2'
72'
11' -0'
00. +2'
78'
11' -8'
0.0.+2'
84'
12' -0
O.D. +2'
90'
12' -6'
O.D. +2'
96'
13' -0'
O.D. +2'
108'
14' -0' 1
0.0. +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 11111
-W +16'
>12 -14' 1
=W +20'
>14 -16
S-W+24'
>16 -16
S =W +28'
>18,
S =W +32'
W = TRENCH WIDTH AT BOTTOM OF
PIPE. TRENCH SIDE SLOPES SHALL
BE IN ACCORDANCE NTH OSHA
REOUIREMENTS.
0222109
_ EXIST pROP0'
P- - pN
N
PROPOSED PIPELINE OVER EXIST PIPE
TOP OF SLOPE
N0. 57 STONE OR FLOWABLI
FILL FULL TRENCH MOTH (N
• •
ENCASEMENT REWIRED FOR
3 It
SPACE GREATER THAN 12')
RESTORE BANKS TO PRE - CONSTRUCTION TOPOGRAPHY AND TEMPORARILY STABILIZE 'NTH
PROPOSED
,.... pI'ELINE
,......
5' ' H
WATER MARK TO TOP OF BANK WITH ERNST SEED MIX JERNMX -307 OR APPROVED EQUAL.
SEED AREA PRIOR TO MATTING.
FLOW
Y
2.
INSTALL MATTING PER DETAIL 2 - REOM DETAIL INSTALL MATTING PRIOR TO LIVE STAKING.
6' MIN
STABILIZATION WIN LIVE STAKES TO BE INSTALLED IN DORMANT SEASON (DECEMBER 15 -
PLAN VIEW
12 MAX
_ EXIST pROP0'
P- - pN
N
PROPOSED PIPELINE OVER EXIST PIPE
TOP OF SLOPE
• •
NOTES:
3 It
1.
RESTORE BANKS TO PRE - CONSTRUCTION TOPOGRAPHY AND TEMPORARILY STABILIZE 'NTH
•
SEED AS SPECIFIED IN CONTRACT DOCUMENTS. SEED DENUDED AREA FROM ORDINARY HIGH
5' ' H
WATER MARK TO TOP OF BANK WITH ERNST SEED MIX JERNMX -307 OR APPROVED EQUAL.
SEED AREA PRIOR TO MATTING.
FLOW
Y
2.
INSTALL MATTING PER DETAIL 2 - REOM DETAIL INSTALL MATTING PRIOR TO LIVE STAKING.
3.
STABILIZATION WIN LIVE STAKES TO BE INSTALLED IN DORMANT SEASON (DECEMBER 15 -
PLAN VIEW
MARCH 31 N ). IF CONSTRUCTION IS COMPLETED OUTSIDE OF DORMANT SEASON. SEED AND
MAT AREA PER NOTES 1 MID 2 AND RETURN TO SITE DURING DORMANT SEASON TO
INSTALL UVE STAKES.
4.
LIVE STAKES SHALL BE NATIVE SPECIES. ACCEPTABLE SPECIES: CORNUS AMOMUI6 SAUX
SERCEA. AND SA ERICUS CANADENSIS.
INSTAL RECM,
5.
SOAK LIVE STAKES FROM TIME OF HARVESTING TO IMMEDIATELY BEFORE INSTALLATION AND
PER DETAIL 2/7
RECUT ENDS TO BE BURNED AT 45 DEGREE ANGLES PRIOR TO INSTALLATION.
6.
USE V,-INCH TO X -INCA REBAR FOR PILOT HOLES PRIOR TO DRIVING LIVE STAKES INTO
GROUND. DRIVE LIVE STAKE N4 OF ITS LENGTH INTO THE GROUND. RECUT ANY EXPOSED
ROPE TO MATCH EXISTING
UVF STAKE TIPS DAMAGED BY INSTALLATION SO THAT THEY ARE BLUNT. STAKES TO BE
X -INCH TO 1.5 -INCH IN CAMETER, 2 -FT TO 3 -FT LONG.
7.
CONTRACTOR SHALL PROVIDE THE SERVICES OF A GUAUBED PROFESSIONAL IN UVE STAKING
TO INSTALL LIVE STAKING.
ORDINARY
RICH WATER LIVE STAKES
SECTION VIEW
STREAM BANK STABILIZATION
0227023R
0222118
PROPOSED PIPELINE UNDER EXIST PIPE
EXPOSE NO MORE THAN -
2 -INCH OF STAKE (TYP.)
STAKE ALONG TOE OF -
SLOPE AT 1 -FT SPACINGS
TOE OF SLOPE
\�
SECURE RECM WITH
2-INCH X 2-INCH X 24-INCH
EROSION NOTOIED WOOD DEAD STAKES
COCONUT FIBER RECNI
KEY IN
FOR DEPTH
PER MANUFACTURER'S RECOMMENDATIONS
NOTES:
1. BEGIN AT TOP OF SLOPE AND ANCHOR FIBER MATTING IN A 12 -INCH DEEP INITIAL
ANCHOR TRENCH. BACKFXL TRENCH AND TAMP EARTH FIRMLY.
2. UNROLL FIBER MATTING DOWNSLOPE IN THE DIRECTION OF WATER FLOW.
3. OVERLAP EDGES OF ADJACENT PARALLEL ROLLS BY 6 IN AND ANCHOR AT 12 -INCH
CENTERS.
4. WHEN FIBER MAT MUST BE SPLICED, PLACE END OVER END (SHINGLE STYLE) WITH 12
IN OVERLAP AND ANCHOR USING TWO STAGGERED ROWS OF STAKES AT 6 IN
CENTERS.
5. LAY FIBER MAT LOOSELY AND ANCHOR SUFFICIENTLY TO MAINTAIN DIRECT CONTACT
WITH THE SOIL - 00 NOT STRETCH.
6. FOR SLOPES 2:1 AND STEEPER USE A MINIMUM OF 3 STAKES PER SQUARE YARD
AND FOR SLOPES FLATTER THAN 2:1 USE A MINIMUM OF 2 STAKES PER SQUARE
YARD.
7. ANCHOR, FILL, AND COMPACT END OF FIBER MATTING IN 12 -INCH X 6 -INCH
TERMINAL ANCHOR TRENCH (MIRROR IMAGE OF TRENCH AT TOP OF SLOPE).
8. 00 NOT INSTALL MAT UNDERNEATH RIFFLE GRADE CONTROL STONE
RECM DETAIL
DETAIL x
K15 7
3 107/141 JOG
RECORD DRAWINGS
TRENCH DETAIL
RECORD DRAWING
THIS DRAWING HAS BEEN MODIFIED
TO REFLECT FIELD CHANCES
REPORTED BY THE CONTRACTOR OR
ANOTHER PARTY. BUT NOT VERIFIED
BY THE CERTIFYING ENGINEER
ACKFILL
BED XNC
X77)
THIS DOCUMENT ORIGINALLY
ISSUED FOR CONSTRUCTION
AND SEALED BY JAMES N.
STRUVE, SEAL NUMBER 18179.

No
July27, 1995 XV_61 Sewer Spe6firai— IDeta9s(SD)
xs-u ,lr a..xsa. ..oc. am
�i
I I
P/F
r
s STANDARD DETAIL
SEWER
MANHOLE VENT
July 27, 1595 XV -66 Sewer Speciflcations/OetaMs (SO)
I
FLAT TOP 141 7H FRAME
1 BOL 7ED TO MANHOLE
• rau f4,0ur er[rtP wwararoa mrw xmaw ww
riN � �� � iwaw(Int uO ui0dt uwrf
STANDARD DETAIL
SEWER
PRECAST MANHOLE
6' AND AND B' DIAMETER DIAMETER '
-rlccsl�llL IZ_IJ
Jh* 27.1995 XV -63 Sewer SpetifiulionsDetails (SD)
m.snPnr PrASac
ra..aa a r, o� s,�i•.awv.
(
STANDARD DETAIL
SEWER
— PLASOC STEP CORED HOLE
DRIVEN IN PLACE
July 27, 1995 XV -70 Sewer SpecificafionsDetails (SD)
SECTION A -A I—;=
r
SECTION B -D
STANDARD DETAIL. I
SEWER
Jury 27. 1995 XV-64 Sewer Speafkalions/0etals (SD)
L
wPC O.p. 4F—)
e•as i
Tn,
r -o• Mw
YY.'G tt. OGFD W
SCY Al
rtrfMlaKO ar O,C
paara
VERTICAL VIEW
PLAN VIEW
NOTES:
©ays aoraraaxo snow sPawc ura. cavcarrt
•r ec aAap Acvasr vowrn ewwcs « uru
u� mews
STANDARD DETAIL
SEWER
CONCRETE COLLAR
July 27, 1995 XV -76 Sewer SpeclfiwfionslDetails (SD)
3 107/141 JOG I RECORD ORAVANGS
RECORD DRAWING
THIS DRAIMNG HAS BEEN MODIFIED
TO REFLECT FIELD CHANCES
REPORTED BY THE CONTRACTOR OR
ANOTHER PARTY, BUT NOT VERIFIED
BY THE CERTK-ANG ENGINEER
1z,
mwwwomft1
m Nftn zwLloib
THIS DOCUMENT ORIGINALLY
ISSUED FOR CONSTRucnON
AND SEALED BY JAMES N.
STRUVE. SEAL NUMBER 15179.
..
WlOt
...i.
A4 uAmsn KM� 5M•LL g NPAnaD Cn[N.
� ^fir. n �s o%
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sruww awn..a ..c raccar ro wr rsa:
v x rlrs •r aer rwas
.
a vras
ao¢cmc wraa rrw wrmr oval vaua er .
e �sac a ii anrmr ormlmna, swa
6 "
eer / -rta rooc
s •u mr azras ro er ao acnm nua r
uamr Mw nn a PPr ,wo ,w.ww.ur
$
SMArm rw . wirrur v am sn r a
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e
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. . . .
p
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n rmtAC roe aa► eAr sr mvaa As I•ar a
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4Mnrs0Y,M�
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No
July27, 1995 XV_61 Sewer Spe6firai— IDeta9s(SD)
xs-u ,lr a..xsa. ..oc. am
�i
I I
P/F
r
s STANDARD DETAIL
SEWER
MANHOLE VENT
July 27, 1595 XV -66 Sewer Speciflcations/OetaMs (SO)
I
FLAT TOP 141 7H FRAME
1 BOL 7ED TO MANHOLE
• rau f4,0ur er[rtP wwararoa mrw xmaw ww
riN � �� � iwaw(Int uO ui0dt uwrf
STANDARD DETAIL
SEWER
PRECAST MANHOLE
6' AND AND B' DIAMETER DIAMETER '
-rlccsl�llL IZ_IJ
Jh* 27.1995 XV -63 Sewer SpetifiulionsDetails (SD)
m.snPnr PrASac
ra..aa a r, o� s,�i•.awv.
(
STANDARD DETAIL
SEWER
— PLASOC STEP CORED HOLE
DRIVEN IN PLACE
July 27, 1995 XV -70 Sewer SpecificafionsDetails (SD)
SECTION A -A I—;=
r
SECTION B -D
STANDARD DETAIL. I
SEWER
Jury 27. 1995 XV-64 Sewer Speafkalions/0etals (SD)
L
wPC O.p. 4F—)
e•as i
Tn,
r -o• Mw
YY.'G tt. OGFD W
SCY Al
rtrfMlaKO ar O,C
paara
VERTICAL VIEW
PLAN VIEW
NOTES:
©ays aoraraaxo snow sPawc ura. cavcarrt
•r ec aAap Acvasr vowrn ewwcs « uru
u� mews
STANDARD DETAIL
SEWER
CONCRETE COLLAR
July 27, 1995 XV -76 Sewer SpeclfiwfionslDetails (SD)
3 107/141 JOG I RECORD ORAVANGS
RECORD DRAWING
THIS DRAIMNG HAS BEEN MODIFIED
TO REFLECT FIELD CHANCES
REPORTED BY THE CONTRACTOR OR
ANOTHER PARTY, BUT NOT VERIFIED
BY THE CERTK-ANG ENGINEER
1z,
mwwwomft1
m Nftn zwLloib
THIS DOCUMENT ORIGINALLY
ISSUED FOR CONSTRucnON
AND SEALED BY JAMES N.
STRUVE. SEAL NUMBER 15179.
CHARLOTTE— MECXLENBURG
1TTHITY DEPARTMENT
-
ENGINEERING DIVISION
RGRWWZ. NORTH CAROLINA
— STANDARD DETAIL
�- SEWER
. . . .
O.DE DROP
No
July27, 1995 XV_61 Sewer Spe6firai— IDeta9s(SD)
xs-u ,lr a..xsa. ..oc. am
�i
I I
P/F
r
s STANDARD DETAIL
SEWER
MANHOLE VENT
July 27, 1595 XV -66 Sewer Speciflcations/OetaMs (SO)
I
FLAT TOP 141 7H FRAME
1 BOL 7ED TO MANHOLE
• rau f4,0ur er[rtP wwararoa mrw xmaw ww
riN � �� � iwaw(Int uO ui0dt uwrf
STANDARD DETAIL
SEWER
PRECAST MANHOLE
6' AND AND B' DIAMETER DIAMETER '
-rlccsl�llL IZ_IJ
Jh* 27.1995 XV -63 Sewer SpetifiulionsDetails (SD)
m.snPnr PrASac
ra..aa a r, o� s,�i•.awv.
(
STANDARD DETAIL
SEWER
— PLASOC STEP CORED HOLE
DRIVEN IN PLACE
July 27, 1995 XV -70 Sewer SpecificafionsDetails (SD)
SECTION A -A I—;=
r
SECTION B -D
STANDARD DETAIL. I
SEWER
Jury 27. 1995 XV-64 Sewer Speafkalions/0etals (SD)
L
wPC O.p. 4F—)
e•as i
Tn,
r -o• Mw
YY.'G tt. OGFD W
SCY Al
rtrfMlaKO ar O,C
paara
VERTICAL VIEW
PLAN VIEW
NOTES:
©ays aoraraaxo snow sPawc ura. cavcarrt
•r ec aAap Acvasr vowrn ewwcs « uru
u� mews
STANDARD DETAIL
SEWER
CONCRETE COLLAR
July 27, 1995 XV -76 Sewer SpeclfiwfionslDetails (SD)
3 107/141 JOG I RECORD ORAVANGS
RECORD DRAWING
THIS DRAIMNG HAS BEEN MODIFIED
TO REFLECT FIELD CHANCES
REPORTED BY THE CONTRACTOR OR
ANOTHER PARTY, BUT NOT VERIFIED
BY THE CERTK-ANG ENGINEER
1z,
mwwwomft1
m Nftn zwLloib
THIS DOCUMENT ORIGINALLY
ISSUED FOR CONSTRucnON
AND SEALED BY JAMES N.
STRUVE. SEAL NUMBER 15179.

MIw 2 9116'
RECORD DRAWING
THIS DRAVANG HAS BEEN MOOIFIED
TO REFLECT FIELD CHANCES
gF REPORTED BY THE CONTRACTOR OR
ANOTHER PARTY, BUT NOT VERIFlED
BY THE CERTIFYING ENGINEER
THIS DOCUMENT ORIGINALLY
ISSUED FOR CONSTRUCTION
AND SEALED BY JAMES N.
STRUVE. SEAL NUMBER 18179.
Tj
C4mR ®Bt�tftb?�S�L nCA,?
HHN AND SAWYER EnW.n. —W Fsp^... a sewoft S.
00 PV6y P1m 84 Sie 3A G.NNR X" Cad. =7
h
CHARLOTTE -MECKLENBURG
UTILITY DEPARTMENT
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
32070 -000
Jae Na. F9° No- TAGGART CREEK OUTFALL
PLAN s�AS saBN HOPE VI PROJECT Z
3
PROFIE AS SHOM Q
Hor. �
3 07/1 JOG RECORD DRAMINGS V° L 9towN CMUD STANDARD
2 04/1 JOG REAL ESTATE ACQUISITION As Bunt oat. DETAILS
1 03/1 JOG ENVIRONMENTAL PERMITTING Shoal Of O
Na. Data B ReNSWn SURVEYING ASV JOG ASV JNS 3/13
'� IO W
easlol ea. NVnraaoo,o...�LT�.I °.rL•,• eurswr_.w...._.....s,. ,.......1..�_. •. Y SlNwyr! By OM71a0 By Organ 8 Pro
Y 1^�-E, ApprowE By Data cr
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a
OVf
:
°
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Z W W
•. egxlnv p
p
.. O
1 /,S'
ahI
O�Z
o
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~ U
Z
�123116���
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10 Y•'
•03N'
�� <°
WEIGHT -ITS LB..N.,O%bRUS TOIENANCE
wFJGNf -,TI lB..N.,O %MINUS TOLERANCE
u
NOTES:
LOAD RATNNi -NE1W WlY I15E WITN TYPE • OR 5 COVER
IA\1FliNL -AS1fA AIS- G1114S>S GRAY 180/1 FRAME SHALLCONFpeY TO DNAENOION AND VIEN.HT gEOIAREMENTS.
COAia1G - WOIPPEp FRAME SNALL NOT BE OIIT OF ROUND.
�1
MIw 2 9116'
RECORD DRAWING
THIS DRAVANG HAS BEEN MOOIFIED
TO REFLECT FIELD CHANCES
gF REPORTED BY THE CONTRACTOR OR
ANOTHER PARTY, BUT NOT VERIFlED
BY THE CERTIFYING ENGINEER
THIS DOCUMENT ORIGINALLY
ISSUED FOR CONSTRUCTION
AND SEALED BY JAMES N.
STRUVE. SEAL NUMBER 18179.
Tj
C4mR ®Bt�tftb?�S�L nCA,?
HHN AND SAWYER EnW.n. —W Fsp^... a sewoft S.
00 PV6y P1m 84 Sie 3A G.NNR X" Cad. =7
h
CHARLOTTE -MECKLENBURG
UTILITY DEPARTMENT
ENGINEERING DIVISION
CHARLOTTE, NORTH CAROLINA
32070 -000
Jae Na. F9° No- TAGGART CREEK OUTFALL
PLAN s�AS saBN HOPE VI PROJECT Z
3
PROFIE AS SHOM Q
Hor. �
3 07/1 JOG RECORD DRAMINGS V° L 9towN CMUD STANDARD
2 04/1 JOG REAL ESTATE ACQUISITION As Bunt oat. DETAILS
1 03/1 JOG ENVIRONMENTAL PERMITTING Shoal Of O
Na. Data B ReNSWn SURVEYING ASV JOG ASV JNS 3/13
'� IO W
easlol ea. NVnraaoo,o...�LT�.I °.rL•,• eurswr_.w...._.....s,. ,.......1..�_. •. Y SlNwyr! By OM71a0 By Organ 8 Pro
Y 1^�-E, ApprowE By Data cr
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WFJGM -1K IJL MW.,O%MIWSTOIHtAHCE �%
MATERIAL -AS1M A536 pUCT.F ROM-
ORACE lOC6M WEIGHT -150 L8.MR.,014 MIW3TOU]UWCE
:
°
NOTES:
LOAD MTNG -NEAW OUIY USE WITN TYPEOORE RIAME
WTERW.- 11UC1YE Ole GLST RON AS RDICAT ®ABOVE COVEN SIIML CONFORM TO gM06gN AND WEIONT REOUf✓EAENiS. COYER SIIALI NGT1rE OUT OF ROIIIO.
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� i••: CHARLOTTE— NBURC
UTILITIES
ENGINEERING DNISIINI
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._� JAMTwRY3EMEli FASFYEMFOR 308 NO
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n1i°Y1�` )•� "m CffYGFCNARLOTlE a T
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C.3 659: PC
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l OB 319'; PC 23?
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C3 320! PC 213
't CO 2.28.: PC 502 1 ,n w.sy m+ PY
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SEEAL
wawc acre � 1-1384 0 -
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D.
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1 CHARLOTTE— MECKLENBURG
N'' RYA UAifT /ES
......�� _ ENGINEERING DMSION
aa.,er 9MYTARTiENER F.A6ESIENT/OIS .y e+a
1r:fOp �Yw
l _...__ LIr81:n LieW9yr, MAL ! 6MEET
.,• % ,Ya"VICIY!Tr +. a..... c,1Efx6n nr ono rCPH6N9.9t11RY,tt ` R
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nRaECT. eMU Taggart Creek -Hope N Devdaprnent
Chatlotlq NOM Caroline BORING LOG 8 -01
ealaE worm wo.,nr -u -it]
DATE ORLLED:a 2 VATIDN: wzan � wCTES'
aRU1 R'O: GIE SSO __ BpvRBDEPxr rasa __
ptx1ER J. i W TER tEVF. L'. 1111
rIrA11A:R ttPE: Aabnlii. LIX•.GED BY: NPw
Ng21NNG: EASTMG
Nc
MATERIAL DESCRIPTION � srAroVmP6lerMnos tEaovA i
E � � i � b maw+/5
c� sow
TapsoM ROa1me1 (3lncMs)
fiJ:ENOYI%AYIGy- fmLtan ratl- -mown
55.2 1 t . - •
5 --------------- _ 6DD
FYL &eDYCIAY(CL) till Yn red bovA+,
mom] ssa
n
RL.Li SANDY OLAY (qJ- id4lan reddouV �" I i i
+a 0050
Y
ALLUVIUM: SANDYCUYIQ)- lane trOAn. �
trace wood trepn+enm• red rooters, saturated
t5 SSi i J 5 r T
5
cRrsTAL1r4EROCK- Pareibwhke
METAMORPHOSED gIARTZ pOPoTE wrtl� Rc.t ry
m w5ira melavdcarsa sNm from 2D T -zza'. s1sD
slightly wnau,nrnd..ary hard. uosn to
maderatelycbse fracture spedng wrih 7 jdnm
et 60'
Rc.2
25 CRYSTAl1aJE ROd( -trwn lib
11 META�VOLCAMC, very severtlY weathered, I
CRYSTALLINE ROCK -dark grey
ME7AYOLCJWIC with an intrusive RC.J 84 Ev
nrml+alplased waT4aorts saemlrem
p 25.7.27.5': slightly vAatltN40.herQ alONb 66D
ncdseWyrSose frac4xa spadr,p wiM 7joknm
tl 60'. 6 tl 46', and 1 at Ip
Refusal tl 1 /.] ABr
Bodng Nrtnina[ed a130.6 /eel
PRWEtT CMI)Taggart Geek- twPeVl Developrlrnt
GtaAa4, NaB1 CaraRrr BORING LOG 6-02
If111E MrOae m. tnt -utu
DATE DRZLEO: W!R ELEVATION: @PA NOTES
DTt1 RIO: QE 540 BUftklOOEPTH� 1648
DRI R: J. Lane WATER I.EYEL: 1]MIm WNOtS
MMalER rV'PE A+aematic LCGGEO BV: NP
LI NOt1Nel0: EASielO:
pt11 I ]H -
_ i fiL 1�uLrA
� � $ MATERIAL DESCRIPTION g � � � Tj � $ aN�����A y
C; � �iAR �aa
TOptwY RoOtmtl (3 hldles) -
Pa1:sA5nrcurtcLt- sr/Tlar ,troan ss, x . tl b
red grey. mdtl
S 91ID 393 z J J e
SS -] J J 1 e
A,. sANDVCUr(lxt- Shcbloee+Par, , 2 z
t0 malsl z10D SeJ
ALLUVIUM: SANDY CLAY (Olt - Vary wM1 i
Pay, mast i6
3S 5 � t
+4 6010
a Refusal al 16.6 fNt
Bodrg tem+inen0 at 16.5 fee, I
K
P 9 i
s
Z�S
Page } M 1 Kai
Page T or 1 nom. r�4.a.r.wu r.
. rA waemvor aoroxr nwrra rare,nuor asoa. Page 1 0/ 1
WJ��reA.n�aaDa.p A�wa�Y.ar �� �AaNa Y "aY s &ME�..�.Y
S &ME S&ME
2 i
�_ _ orA _ _r Page 1 0/ T rwoJ6c10iwmNmo�•Ar,°frse"o racerw�a"mmmrruP1,RUCwrwAxm Page t o/ 7 ,,�i,, YES °.xO1`ewi>'wwnrafO1.xeaer'°.�° Page 1 of I xorc.< Page 1 or T
ttali�OSmwO YV p.Frvrasv rtsroAUa�urwm rorwr. ruronu wtsnvwt Miwu°cor wsr. '
sAwrnc wzrrAl
as a� aA�aara� , S &ME �i _ Kryi ar:�u
�. a rnAr �aEaaxnaw pa.�wuY.A.aA. ��aPae. Ww.aLY.AY #S &ME P�.i. �S &ME .. �a..naa�a� oM� Aaaau �Y S &ME
C
L
L
C
LEGEND TO SOIL CLASSIFICATION AND SYMBOLS
soa TYPES
(Shown In Graphic Log) CONSISTENCY OF COHESIVE SOILS
Fill STD. PENETRATION
RESISTANCE
CONSISTENCY BlOWS1F00T
A4phaO Very Saft 0 to 2
Soft 3 to 4
1.'OaCMe Firm 5 m B
SDR 9t.15
■Very Slift 18 to 30
TEL Hard 31 to 50
®Very HaM Over 50
Partially Weathered 17otk
RELATIVE DENSITY OF CAHESIONLESS SOILS
®Cored Rock STD. PENETRATION
RESISTANCE
GW RELATIVE DENSITY BLOWSIFOOT
Very Loose 0 to 4
GP wgp�ra,ueia' loose 5 M 10
Medium Oerce 11 to 30
®ewo eaT rorwa Dense 31 to 50
GM Very Donee Over 50
® GC suo awrtwmnia
SAMPLER TYPES
SW ��sa,"'„oO6-r a"eL (Show4t In Samples Cdumn)
rare rwaw.umsoa so � Shelby Tuba
SP
M split Spoon
S"1 ran.® we r I Rock Com
® SC tan,nu a"1° °wr ❑ No Recovery
® ML ar vrNaiaairo�i OnT`,�iv
TERMS
® « a"ra W°Y6"�a^LV $18ndeld The Number d &w+s d 140th. Herm,er Felling
arar�,Ia� PLrIr;Detbn 301rL Required W Delve 1.4 In. I.D. Split Spoon
rx aAnvlaw.wnvrr Resistance Sampler 1 Fad. As Specified in ASTM D 1586.
® MH AwOR°•"irraNiJ ureiwNwo REC - Total Length d Rode Recovered h the Core
a so44 aAarcnn Send Divided by the Total Length d the Core
® euelcm,aaroAn Run Tones 100%.
CH
ROD -Total LertgB, d Sound Rack Segments
OH a«miA�rroRarNacas
Recovered Mal are Longer Than or Equal to 4'
naenlal. (ntechenir� bf68is exduded) Divided by the
Total Lcngtlt d Me Care Run Times 10096.
WATER LEVELS
(Shown in Wafer Level Column)
PRO1EGT CMII Taggart Crock - HO!]a W D vclaprr.nt
Charlotte, North Carolina B
BORING LOG 8-04
MTE ORrJ.EO: atril2 B
BEVATpN: •ZL00 N
NOTES
piILLR GaE SSO e
edt ' 1]06
pnLLER: J.IIre W
WATER LEVEL. LJrara lee
TYPE' Abwrrac L
LOGGEC BY. HPa
N(NT11MG'. FASTING
ERIAL DESCRIPTKN 4
��osn
;R R fYO6➢m 2
2 t
t (2.5 bd,es) L
LAV ta) . son a Am,, do,rrssz z
z z
z s
fR E
ss.2 z
z l
1 J 2
SAND (SC) verylone b 1
2
HG e
eu s
ssJ e
e
RNUStl N t3 feet I
Boring [emtinated at 131ee1
Q WeWl.evelAlTembatkx+dmrhg
�S &ME
Waix l.avel Taken A1�r Z4 Houn
Lossd OAnq Weler
Ik = Fide Cave
-- HGINEERING •TES /LNG
S'V11tONfv1EN1AL SERVICES
nRaECT. eMU Taggart Creek -Hope N Devdaprnent
Chatlotlq NOM Caroline BORING LOG 8 -01
ealaE worm wo.,nr -u -it]
DATE ORLLED:a 2 VATIDN: wzan � wCTES'
aRU1 R'O: GIE SSO __ BpvRBDEPxr rasa __
ptx1ER J. i W TER tEVF. L'. 1111
rIrA11A:R ttPE: Aabnlii. LIX•.GED BY: NPw
Ng21NNG: EASTMG
Nc
MATERIAL DESCRIPTION � srAroVmP6lerMnos tEaovA i
E � � i � b maw+/5
c� sow
TapsoM ROa1me1 (3lncMs)
fiJ:ENOYI%AYIGy- fmLtan ratl- -mown
55.2 1 t . - •
5 --------------- _ 6DD
FYL &eDYCIAY(CL) till Yn red bovA+,
mom] ssa
n
RL.Li SANDY OLAY (qJ- id4lan reddouV �" I i i
+a 0050
Y
ALLUVIUM: SANDYCUYIQ)- lane trOAn. �
trace wood trepn+enm• red rooters, saturated
t5 SSi i J 5 r T
5
cRrsTAL1r4EROCK- Pareibwhke
METAMORPHOSED gIARTZ pOPoTE wrtl� Rc.t ry
m w5ira melavdcarsa sNm from 2D T -zza'. s1sD
slightly wnau,nrnd..ary hard. uosn to
maderatelycbse fracture spedng wrih 7 jdnm
et 60'
Rc.2
25 CRYSTAl1aJE ROd( -trwn lib
11 META�VOLCAMC, very severtlY weathered, I
CRYSTALLINE ROCK -dark grey
ME7AYOLCJWIC with an intrusive RC.J 84 Ev
nrml+alplased waT4aorts saemlrem
p 25.7.27.5': slightly vAatltN40.herQ alONb 66D
ncdseWyrSose frac4xa spadr,p wiM 7joknm
tl 60'. 6 tl 46', and 1 at Ip
Refusal tl 1 /.] ABr
Bodng Nrtnina[ed a130.6 /eel
PRWEtT CMI)Taggart Geek- twPeVl Developrlrnt
GtaAa4, NaB1 CaraRrr BORING LOG 6-02
If111E MrOae m. tnt -utu
DATE DRZLEO: W!R ELEVATION: @PA NOTES
DTt1 RIO: QE 540 BUftklOOEPTH� 1648
DRI R: J. Lane WATER I.EYEL: 1]MIm WNOtS
MMalER rV'PE A+aematic LCGGEO BV: NP
LI NOt1Nel0: EASielO:
pt11 I ]H -
_ i fiL 1�uLrA
� � $ MATERIAL DESCRIPTION g � � � Tj � $ aN�����A y
C; � �iAR �aa
TOptwY RoOtmtl (3 hldles) -
Pa1:sA5nrcurtcLt- sr/Tlar ,troan ss, x . tl b
red grey. mdtl
S 91ID 393 z J J e
SS -] J J 1 e
A,. sANDVCUr(lxt- Shcbloee+Par, , 2 z
t0 malsl z10D SeJ
ALLUVIUM: SANDY CLAY (Olt - Vary wM1 i
Pay, mast i6
3S 5 � t
+4 6010
a Refusal al 16.6 fNt
Bodrg tem+inen0 at 16.5 fee, I
K
P 9 i
s
Z�S
Page } M 1 Kai
Page T or 1 nom. r�4.a.r.wu r.
. rA waemvor aoroxr nwrra rare,nuor asoa. Page 1 0/ 1
WJ��reA.n�aaDa.p A�wa�Y.ar �� �AaNa Y "aY s &ME�..�.Y
S &ME S&ME
2 i
�_ _ orA _ _r Page 1 0/ T rwoJ6c10iwmNmo�•Ar,°frse"o racerw�a"mmmrruP1,RUCwrwAxm Page t o/ 7 ,,�i,, YES °.xO1`ewi>'wwnrafO1.xeaer'°.�° Page 1 of I xorc.< Page 1 or T
ttali�OSmwO YV p.Frvrasv rtsroAUa�urwm rorwr. ruronu wtsnvwt Miwu°cor wsr. '
sAwrnc wzrrAl
as a� aA�aara� , S &ME �i _ Kryi ar:�u
�. a rnAr �aEaaxnaw pa.�wuY.A.aA. ��aPae. Ww.aLY.AY #S &ME P�.i. �S &ME .. �a..naa�a� oM� Aaaau �Y S &ME
C
L
L
C
LEGEND TO SOIL CLASSIFICATION AND SYMBOLS
soa TYPES
(Shown In Graphic Log) CONSISTENCY OF COHESIVE SOILS
Fill STD. PENETRATION
RESISTANCE
CONSISTENCY BlOWS1F00T
A4phaO Very Saft 0 to 2
Soft 3 to 4
1.'OaCMe Firm 5 m B
SDR 9t.15
■Very Slift 18 to 30
TEL Hard 31 to 50
®Very HaM Over 50
Partially Weathered 17otk
RELATIVE DENSITY OF CAHESIONLESS SOILS
®Cored Rock STD. PENETRATION
RESISTANCE
GW RELATIVE DENSITY BLOWSIFOOT
Very Loose 0 to 4
GP wgp�ra,ueia' loose 5 M 10
Medium Oerce 11 to 30
®ewo eaT rorwa Dense 31 to 50
GM Very Donee Over 50
® GC suo awrtwmnia
SAMPLER TYPES
SW ��sa,"'„oO6-r a"eL (Show4t In Samples Cdumn)
rare rwaw.umsoa so � Shelby Tuba
SP
M split Spoon
S"1 ran.® we r I Rock Com
® SC tan,nu a"1° °wr ❑ No Recovery
® ML ar vrNaiaairo�i OnT`,�iv
TERMS
® « a"ra W°Y6"�a^LV $18ndeld The Number d &w+s d 140th. Herm,er Felling
arar�,Ia� PLrIr;Detbn 301rL Required W Delve 1.4 In. I.D. Split Spoon
rx aAnvlaw.wnvrr Resistance Sampler 1 Fad. As Specified in ASTM D 1586.
® MH AwOR°•"irraNiJ ureiwNwo REC - Total Length d Rode Recovered h the Core
a so44 aAarcnn Send Divided by the Total Length d the Core
® euelcm,aaroAn Run Tones 100%.
CH
ROD -Total LertgB, d Sound Rack Segments
OH a«miA�rroRarNacas
Recovered Mal are Longer Than or Equal to 4'
naenlal. (ntechenir� bf68is exduded) Divided by the
Total Lcngtlt d Me Care Run Times 10096.
WATER LEVELS
(Shown in Wafer Level Column)
PRO1EGT CMII Taggart Crock - HO!]a W D vclaprr.nt
Charlotte, North Carolina B
BORING LOG 8-04
MTE ORrJ.EO: atril2 B
BEVATpN: •ZL00 N
NOTES
piILLR GaE SSO e
edt ' 1]06
pnLLER: J.IIre W
WATER LEVEL. LJrara lee
TYPE' Abwrrac L
LOGGEC BY. HPa
N(NT11MG'. FASTING
ERIAL DESCRIPTKN 4
��osn
;R R fYO6➢m 2
2 t
t (2.5 bd,es) L
LAV ta) . son a Am,, do,rrssz z
z z
z s
fR E
ss.2 z
z l
1 J 2
SAND (SC) verylone b 1
2
HG e
eu s
ssJ e
e
RNUStl N t3 feet I
Boring [emtinated at 131ee1
PRWEtT CMI)Taggart Geek- twPeVl Developrlrnt
GtaAa4, NaB1 CaraRrr BORING LOG 6-02
If111E MrOae m. tnt -utu
DATE DRZLEO: W!R ELEVATION: @PA NOTES
DTt1 RIO: QE 540 BUftklOOEPTH� 1648
DRI R: J. Lane WATER I.EYEL: 1]MIm WNOtS
MMalER rV'PE A+aematic LCGGEO BV: NP
LI NOt1Nel0: EASielO:
pt11 I ]H -
_ i fiL 1�uLrA
� � $ MATERIAL DESCRIPTION g � � � Tj � $ aN�����A y
C; � �iAR �aa
TOptwY RoOtmtl (3 hldles) -
Pa1:sA5nrcurtcLt- sr/Tlar ,troan ss, x . tl b
red grey. mdtl
S 91ID 393 z J J e
SS -] J J 1 e
A,. sANDVCUr(lxt- Shcbloee+Par, , 2 z
t0 malsl z10D SeJ
ALLUVIUM: SANDY CLAY (Olt - Vary wM1 i
Pay, mast i6
3S 5 � t
+4 6010
a Refusal al 16.6 fNt
Bodrg tem+inen0 at 16.5 fee, I
K
P 9 i
s
Z�S
Page } M 1 Kai
Page T or 1 nom. r�4.a.r.wu r.
. rA waemvor aoroxr nwrra rare,nuor asoa. Page 1 0/ 1
WJ��reA.n�aaDa.p A�wa�Y.ar �� �AaNa Y "aY s &ME�..�.Y
S &ME S&ME
2 i
�_ _ orA _ _r Page 1 0/ T rwoJ6c10iwmNmo�•Ar,°frse"o racerw�a"mmmrruP1,RUCwrwAxm Page t o/ 7 ,,�i,, YES °.xO1`ewi>'wwnrafO1.xeaer'°.�° Page 1 of I xorc.< Page 1 or T
ttali�OSmwO YV p.Frvrasv rtsroAUa�urwm rorwr. ruronu wtsnvwt Miwu°cor wsr. '
sAwrnc wzrrAl
as a� aA�aara� , S &ME �i _ Kryi ar:�u
�. a rnAr �aEaaxnaw pa.�wuY.A.aA. ��aPae. Ww.aLY.AY #S &ME P�.i. �S &ME .. �a..naa�a� oM� Aaaau �Y S &ME
C
L
L
C
LEGEND TO SOIL CLASSIFICATION AND SYMBOLS
soa TYPES
(Shown In Graphic Log) CONSISTENCY OF COHESIVE SOILS
Fill STD. PENETRATION
RESISTANCE
CONSISTENCY BlOWS1F00T
A4phaO Very Saft 0 to 2
Soft 3 to 4
1.'OaCMe Firm 5 m B
SDR 9t.15
■Very Slift 18 to 30
TEL Hard 31 to 50
®Very HaM Over 50
Partially Weathered 17otk
RELATIVE DENSITY OF CAHESIONLESS SOILS
®Cored Rock STD. PENETRATION
RESISTANCE
GW RELATIVE DENSITY BLOWSIFOOT
Very Loose 0 to 4
GP wgp�ra,ueia' loose 5 M 10
Medium Oerce 11 to 30
®ewo eaT rorwa Dense 31 to 50
GM Very Donee Over 50
® GC suo awrtwmnia
SAMPLER TYPES
SW ��sa,"'„oO6-r a"eL (Show4t In Samples Cdumn)
rare rwaw.umsoa so � Shelby Tuba
SP
M split Spoon
S"1 ran.® we r I Rock Com
® SC tan,nu a"1° °wr ❑ No Recovery
® ML ar vrNaiaairo�i OnT`,�iv
TERMS
® « a"ra W°Y6"�a^LV $18ndeld The Number d &w+s d 140th. Herm,er Felling
arar�,Ia� PLrIr;Detbn 301rL Required W Delve 1.4 In. I.D. Split Spoon
rx aAnvlaw.wnvrr Resistance Sampler 1 Fad. As Specified in ASTM D 1586.
® MH AwOR°•"irraNiJ ureiwNwo REC - Total Length d Rode Recovered h the Core
a so44 aAarcnn Send Divided by the Total Length d the Core
® euelcm,aaroAn Run Tones 100%.
CH
ROD -Total LertgB, d Sound Rack Segments
OH a«miA�rroRarNacas
Recovered Mal are Longer Than or Equal to 4'
naenlal. (ntechenir� bf68is exduded) Divided by the
Total Lcngtlt d Me Care Run Times 10096.
WATER LEVELS
(Shown in Wafer Level Column)
PRO1EGT CMII Taggart Crock - HO!]a W D vclaprr.nt
Charlotte, North Carolina B
BORING LOG 8-04
MTE ORrJ.EO: atril2 B
BEVATpN: •ZL00 N
NOTES
piILLR GaE SSO e
edt ' 1]06
pnLLER: J.IIre W
WATER LEVEL. LJrara lee
TYPE' Abwrrac L
LOGGEC BY. HPa
N(NT11MG'. FASTING
ERIAL DESCRIPTKN 4
��osn
;R R fYO6➢m 2
2 t
t (2.5 bd,es) L
LAV ta) . son a Am,, do,rrssz z
z z
z s
fR E
ss.2 z
z l
1 J 2
SAND (SC) verylone b 1
2
HG e
eu s
ssJ e
e
RNUStl N t3 feet I
Boring [emtinated at 131ee1
P 9 i
s
Z�S
Page } M 1 Kai
Page T or 1 nom. r�4.a.r.wu r.
. rA waemvor aoroxr nwrra rare,nuor asoa. Page 1 0/ 1
WJ��reA.n�aaDa.p A�wa�Y.ar �� �AaNa Y "aY s &ME�..�.Y
S &ME S&ME
2 i
�_ _ orA _ _r Page 1 0/ T rwoJ6c10iwmNmo�•Ar,°frse"o racerw�a"mmmrruP1,RUCwrwAxm Page t o/ 7 ,,�i,, YES °.xO1`ewi>'wwnrafO1.xeaer'°.�° Page 1 of I xorc.< Page 1 or T
ttali�OSmwO YV p.Frvrasv rtsroAUa�urwm rorwr. ruronu wtsnvwt Miwu°cor wsr. '
sAwrnc wzrrAl
as a� aA�aara� , S &ME �i _ Kryi ar:�u
�. a rnAr �aEaaxnaw pa.�wuY.A.aA. ��aPae. Ww.aLY.AY #S &ME P�.i. �S &ME .. �a..naa�a� oM� Aaaau �Y S &ME
C
L
L
C
LEGEND TO SOIL CLASSIFICATION AND SYMBOLS
soa TYPES
(Shown In Graphic Log) CONSISTENCY OF COHESIVE SOILS
Fill STD. PENETRATION
RESISTANCE
CONSISTENCY BlOWS1F00T
A4phaO Very Saft 0 to 2
Soft 3 to 4
1.'OaCMe Firm 5 m B
SDR 9t.15
■Very Slift 18 to 30
TEL Hard 31 to 50
®Very HaM Over 50
Partially Weathered 17otk
RELATIVE DENSITY OF CAHESIONLESS SOILS
®Cored Rock STD. PENETRATION
RESISTANCE
GW RELATIVE DENSITY BLOWSIFOOT
Very Loose 0 to 4
GP wgp�ra,ueia' loose 5 M 10
Medium Oerce 11 to 30
®ewo eaT rorwa Dense 31 to 50
GM Very Donee Over 50
® GC suo awrtwmnia
SAMPLER TYPES
SW ��sa,"'„oO6-r a"eL (Show4t In Samples Cdumn)
rare rwaw.umsoa so � Shelby Tuba
SP
M split Spoon
S"1 ran.® we r I Rock Com
® SC tan,nu a"1° °wr ❑ No Recovery
® ML ar vrNaiaairo�i OnT`,�iv
TERMS
® « a"ra W°Y6"�a^LV $18ndeld The Number d &w+s d 140th. Herm,er Felling
arar�,Ia� PLrIr;Detbn 301rL Required W Delve 1.4 In. I.D. Split Spoon
rx aAnvlaw.wnvrr Resistance Sampler 1 Fad. As Specified in ASTM D 1586.
® MH AwOR°•"irraNiJ ureiwNwo REC - Total Length d Rode Recovered h the Core
a so44 aAarcnn Send Divided by the Total Length d the Core
® euelcm,aaroAn Run Tones 100%.
CH
ROD -Total LertgB, d Sound Rack Segments
OH a«miA�rroRarNacas
Recovered Mal are Longer Than or Equal to 4'
naenlal. (ntechenir� bf68is exduded) Divided by the
Total Lcngtlt d Me Care Run Times 10096.
WATER LEVELS
(Shown in Wafer Level Column)
PRO1EGT CMII Taggart Crock - HO!]a W D vclaprr.nt
Charlotte, North Carolina B
BORING LOG 8-04
MTE ORrJ.EO: atril2 B
BEVATpN: •ZL00 N
NOTES
piILLR GaE SSO e
edt ' 1]06
pnLLER: J.IIre W
WATER LEVEL. LJrara lee
TYPE' Abwrrac L
LOGGEC BY. HPa
N(NT11MG'. FASTING
ERIAL DESCRIPTKN 4
��osn
;R R fYO6➢m 2
2 t
t (2.5 bd,es) L
LAV ta) . son a Am,, do,rrssz z
z z
z s
fR E
ss.2 z
z l
1 J 2
SAND (SC) verylone b 1
2
HG e
eu s
ssJ e
e
RNUStl N t3 feet I
Boring [emtinated at 131ee1
PitO�ECr 05411 Taggart Creek - tope VI Davolaprnmt
Charlotte, North Carolina BORING LOG 8-0S
SaA£ Freers W. tnr -12 -1 i]
GATE DRttm vunz ELEVArwN : @•■ - NOTES Ilo►t.rwNwwlwdmase saw
wY esea. Mwb ar+^06-0SAIO nrA mn
ORal RIG: tYSE Sw BORINGOEPIH: 115• nay
DRLLER J.IIIN WATER LEVEL: Iti FJreasYlN
.TYPE: LOGGED BY: H
NOIRING' .USTING.
W; :a GTA rEWN4 5
B t o MATERIAL DESCRIPTION
6 s L'v swnswwrtivl�tESr nATI
rA
a3 �
00tmat (2 inches)
rcur�a)- Sdn,bloYa+, ss_I ' s '-
, rlaitl
J SSZ 1 5 6
� 61 /D a
: SANDY UAYI0.) -soM1 troll' t x z '.
: SILTY SPZa1 tsMl -very hose, e reotlets, fine b coar,e sun ME ROOK -dark grry OAttIC, very sOghOy wsrhred,
Mw. dose kadure spedrg wDh 2Joinm r 60'
end t et f0'
RNustl at 11.6 feet
Bpilp bm+i+ated at 13.6 feet
PRG�ECT. CMU Taggart Creek - HOPL VI Orwdopna. t
Charlotte, North Carding BORING LOG 8 -05A
ut>E Aslea w. rasr -rani
GATE DRl1.E0' •ISN2 ATION. •t20A NOTES. Relerbaorkq 604baae
. OvialpYws
piAL RIG. CaE 540 MG OCfTH ]O.Ja
IX1eSER. J. tJlav WATER LEVEL !S far ore V WJ01Z
IrrV.O.IFR TYPE'. ANNWk LOGGBJ 6Y: N.P.S.
NQITIIWG: EA$TINTi
1
:� wrA
MATERIAL DESCRIPTION � � Ti
54kawJr4AE,W1xN a:5r➢Atk _
3 w w R ,� R �O�ma IoeD
Tapwi+ROOtmsl(21rcMS)
t'LL- mekertl Y BJ15 for sell ar n
RL- rRAH1E BOdder, vary afgktly
we.naree,hrd,dln. it.ay.spralp,lanm Rc+ px
5 kndiscenxble 6VD
till - seabeds b Bd6.fa sd ONV Ym
ALLUVIUM - 4N babg k4g.8O5forsol
MscdpOOn
to sn➢
UIYSTAl1a/E ROCK -desk gray
kETAVOLCANIC, skpharwNtlrred, herd,
very d➢ se haau_ra spsonQlolnts lnoscembl.� Rcz
CRYSTALLINE ROCK - dark gray -- '
t5 MEfAVd.U1NG, flesh a very skghtlY 8010
waeNered, herd, nlOdertlaly aBe b tlaN
frec0ae speang, wOh 4Jak+ts tl 60' end 6 tl
30'
RGJ
m smn
I RU
2S 5ND
RGS
JD
%2D-
Refuse!
r i wr --
t5m�y rnahebd r 3oa rer
t
PIEOJKT'. CMU Taggart Leek . Fbpe h DeYdq,mmt
l7,adaRe, North Carolina BORING LOG 8-03
saart NWsN tw tarsi -1b
WTE ORLIED: YtiRi VATWN: NOTES:
ORtt RHO: CLE SSD .__ NtYtING OEVTH SQO•
OflIl1ER. J.IAY � WATER LEVEL Ia1
NAWER TYPE'. Arwteac LOG(FO Br tl
e HWTHMC: EASTa1G
IJIi ti'HS
_ � � q 5t 60oa"aaA
B. � Vv MATERIAL DESCRIPTION
66
i 7 R P, b n D sow
TDpswY Roomed (2 inches) '
• PaL:sANDrlxar(cy- s6frlovery sal. 53,, 1 s s
IaoW+ree Pay
� SS
r
FILL: SANDY CLAY (CL) ram, brown red
PM' mast ssa x 1 J e
x l 1 T 2
ea
V
�� ALIAlVO1M: SANIW CLAY (CL) -stlrt, Pay,
% • titre One gravel. mast
SS 0 0 ] II
'S '!/ eW
5
5
PARTIALLY WFATIEAED ROCK: CLAYEY
GNA11P1 (ccl -Par orange. f Ss:e
m aerustl tl zD feN e@
Being telmbtled x120 fee]
PROTECT. CMU? Taggart Geek - Hope Vl Devoloprmtt
Chaddte. NvBI Carolina �
BORING LAG B-0B •
snrEwq.n w. tnr.lal o
GATE Mm atTnS ATION. Ox5.0a NOTES.
ORn1 RIG: WESw eORMG DEPnr: Z /.5a
DRILLER: J.LLW WATER LEVEL: f]br an WV26D
11Ie.N1ER rrPE. Abrmla LOGGED BrH
Notnn+c. EASrnic.
� -H
•. � IS 2 2 � S�aLTA
� MATERIAL DESCRIPTION w w
STNIaYaIpEIMIKiI IEAMTA
� �
R R R +a m n ww
:v`apsOeV Roamrt (3 inches)
tTU: sialDr awrlcl) -am, r.d troA4, 55., z z 1 ;: e
iz
4 FILL: dAYEYSMIO (SC) - boss a very 2 ] 1 e
boss. blow,t red orange, •ne a mearn, moist 6An ss-z - e
Jt 4S .J J ] 1 ! !
iy z z
tE 615D ssJ
f1
y� AIJ- VMIIM :sA1AYturtOLi -waywM1 i
j� frown grey white. mast
553 1
5
ALLUVIUM SILTY CLAY ICHI -sOR,dwm Y
prey wNte. mast SS-6
ze � asD
Refusal a: 215feet
' BairS rmwurec et 21.5 feel
L
)
J
PRG�ECT. CMU Taggart Creek - HOPL VI Orwdopna. t
Charlotte, North Carding BORING LOG 8 -05A
ut>E Aslea w. rasr -rani
GATE DRl1.E0' •ISN2 ATION. •t20A NOTES. Relerbaorkq 604baae
. OvialpYws
piAL RIG. CaE 540 MG OCfTH ]O.Ja
IX1eSER. J. tJlav WATER LEVEL !S far ore V WJ01Z
IrrV.O.IFR TYPE'. ANNWk LOGGBJ 6Y: N.P.S.
NQITIIWG: EA$TINTi
1
:� wrA
MATERIAL DESCRIPTION � � Ti
54kawJr4AE,W1xN a:5r➢Atk _
3 w w R ,� R �O�ma IoeD
Tapwi+ROOtmsl(21rcMS)
t'LL- mekertl Y BJ15 for sell ar n
RL- rRAH1E BOdder, vary afgktly
we.naree,hrd,dln. it.ay.spralp,lanm Rc+ px
5 kndiscenxble 6VD
till - seabeds b Bd6.fa sd ONV Ym
ALLUVIUM - 4N babg k4g.8O5forsol
MscdpOOn
to sn➢
UIYSTAl1a/E ROCK -desk gray
kETAVOLCANIC, skpharwNtlrred, herd,
very d➢ se haau_ra spsonQlolnts lnoscembl.� Rcz
CRYSTALLINE ROCK - dark gray -- '
t5 MEfAVd.U1NG, flesh a very skghtlY 8010
waeNered, herd, nlOdertlaly aBe b tlaN
frec0ae speang, wOh 4Jak+ts tl 60' end 6 tl
30'
RGJ
m smn
I RU
2S 5ND
RGS
JD
%2D-
Refuse!
r i wr --
t5m�y rnahebd r 3oa rer
t
PIEOJKT'. CMU Taggart Leek . Fbpe h DeYdq,mmt
l7,adaRe, North Carolina BORING LOG 8-03
saart NWsN tw tarsi -1b
WTE ORLIED: YtiRi VATWN: NOTES:
ORtt RHO: CLE SSD .__ NtYtING OEVTH SQO•
OflIl1ER. J.IAY � WATER LEVEL Ia1
NAWER TYPE'. Arwteac LOG(FO Br tl
e HWTHMC: EASTa1G
IJIi ti'HS
_ � � q 5t 60oa"aaA
B. � Vv MATERIAL DESCRIPTION
66
i 7 R P, b n D sow
TDpswY Roomed (2 inches) '
• PaL:sANDrlxar(cy- s6frlovery sal. 53,, 1 s s
IaoW+ree Pay
� SS
r
FILL: SANDY CLAY (CL) ram, brown red
PM' mast ssa x 1 J e
x l 1 T 2
ea
V
�� ALIAlVO1M: SANIW CLAY (CL) -stlrt, Pay,
% • titre One gravel. mast
SS 0 0 ] II
'S '!/ eW
5
5
PARTIALLY WFATIEAED ROCK: CLAYEY
GNA11P1 (ccl -Par orange. f Ss:e
m aerustl tl zD feN e@
Being telmbtled x120 fee]
PROTECT. CMU? Taggart Geek - Hope Vl Devoloprmtt
Chaddte. NvBI Carolina �
BORING LAG B-0B •
snrEwq.n w. tnr.lal o
GATE Mm atTnS ATION. Ox5.0a NOTES.
ORn1 RIG: WESw eORMG DEPnr: Z /.5a
DRILLER: J.LLW WATER LEVEL: f]br an WV26D
11Ie.N1ER rrPE. Abrmla LOGGED BrH
Notnn+c. EASrnic.
� -H
•. � IS 2 2 � S�aLTA
� MATERIAL DESCRIPTION w w
STNIaYaIpEIMIKiI IEAMTA
� �
R R R +a m n ww
:v`apsOeV Roamrt (3 inches)
tTU: sialDr awrlcl) -am, r.d troA4, 55., z z 1 ;: e
iz
4 FILL: dAYEYSMIO (SC) - boss a very 2 ] 1 e
boss. blow,t red orange, •ne a mearn, moist 6An ss-z - e
Jt 4S .J J ] 1 ! !
iy z z
tE 615D ssJ
f1
y� AIJ- VMIIM :sA1AYturtOLi -waywM1 i
j� frown grey white. mast
553 1
5
ALLUVIUM SILTY CLAY ICHI -sOR,dwm Y
prey wNte. mast SS-6
ze � asD
Refusal a: 215feet
' BairS rmwurec et 21.5 feel
L
)
J
PIEOJKT'. CMU Taggart Leek . Fbpe h DeYdq,mmt
l7,adaRe, North Carolina BORING LOG 8-03
saart NWsN tw tarsi -1b
WTE ORLIED: YtiRi VATWN: NOTES:
ORtt RHO: CLE SSD .__ NtYtING OEVTH SQO•
OflIl1ER. J.IAY � WATER LEVEL Ia1
NAWER TYPE'. Arwteac LOG(FO Br tl
e HWTHMC: EASTa1G
IJIi ti'HS
_ � � q 5t 60oa"aaA
B. � Vv MATERIAL DESCRIPTION
66
i 7 R P, b n D sow
TDpswY Roomed (2 inches) '
• PaL:sANDrlxar(cy- s6frlovery sal. 53,, 1 s s
IaoW+ree Pay
� SS
r
FILL: SANDY CLAY (CL) ram, brown red
PM' mast ssa x 1 J e
x l 1 T 2
ea
V
�� ALIAlVO1M: SANIW CLAY (CL) -stlrt, Pay,
% • titre One gravel. mast
SS 0 0 ] II
'S '!/ eW
5
5
PARTIALLY WFATIEAED ROCK: CLAYEY
GNA11P1 (ccl -Par orange. f Ss:e
m aerustl tl zD feN e@
Being telmbtled x120 fee]
PROTECT. CMU? Taggart Geek - Hope Vl Devoloprmtt
Chaddte. NvBI Carolina �
BORING LAG B-0B •
snrEwq.n w. tnr.lal o
GATE Mm atTnS ATION. Ox5.0a NOTES.
ORn1 RIG: WESw eORMG DEPnr: Z /.5a
DRILLER: J.LLW WATER LEVEL: f]br an WV26D
11Ie.N1ER rrPE. Abrmla LOGGED BrH
Notnn+c. EASrnic.
� -H
•. � IS 2 2 � S�aLTA
� MATERIAL DESCRIPTION w w
STNIaYaIpEIMIKiI IEAMTA
� �
R R R +a m n ww
:v`apsOeV Roamrt (3 inches)
tTU: sialDr awrlcl) -am, r.d troA4, 55., z z 1 ;: e
iz
4 FILL: dAYEYSMIO (SC) - boss a very 2 ] 1 e
boss. blow,t red orange, •ne a mearn, moist 6An ss-z - e
Jt 4S .J J ] 1 ! !
iy z z
tE 615D ssJ
f1
y� AIJ- VMIIM :sA1AYturtOLi -waywM1 i
j� frown grey white. mast
553 1
5
ALLUVIUM SILTY CLAY ICHI -sOR,dwm Y
prey wNte. mast SS-6
ze � asD
Refusal a: 215feet
' BairS rmwurec et 21.5 feel
L
)
J
PROTECT. CMU? Taggart Geek - Hope Vl Devoloprmtt
Chaddte. NvBI Carolina �
BORING LAG B-0B •
snrEwq.n w. tnr.lal o
GATE Mm atTnS ATION. Ox5.0a NOTES.
ORn1 RIG: WESw eORMG DEPnr: Z /.5a
DRILLER: J.LLW WATER LEVEL: f]br an WV26D
11Ie.N1ER rrPE. Abrmla LOGGED BrH
Notnn+c. EASrnic.
� -H
•. � IS 2 2 � S�aLTA
� MATERIAL DESCRIPTION w w
STNIaYaIpEIMIKiI IEAMTA
� �
R R R +a m n ww
:v`apsOeV Roamrt (3 inches)
tTU: sialDr awrlcl) -am, r.d troA4, 55., z z 1 ;: e
iz
4 FILL: dAYEYSMIO (SC) - boss a very 2 ] 1 e
boss. blow,t red orange, •ne a mearn, moist 6An ss-z - e
Jt 4S .J J ] 1 ! !
iy z z
tE 615D ssJ
f1
y� AIJ- VMIIM :sA1AYturtOLi -waywM1 i
j� frown grey white. mast
553 1
5
ALLUVIUM SILTY CLAY ICHI -sOR,dwm Y
prey wNte. mast SS-6
ze � asD
Refusal a: 215feet
' BairS rmwurec et 21.5 feel
L
)
J
L
)
J

PROJECT CMU Taggart Creek- Hope VI D— lopnlnt
I
Charlotte, North Caro ina
BaME P'elas No. tat- 13113
BORING LOG B-07
WTEURLLEDI WZW2
GEVATIDN: R)An
RITE ORLLED: YHA2
NOTES.
DR:LLRID: CME56➢
aURllt(]utV . ISO.
OfR:LLER_J.LNae
WATERUNEL 1— itiitf2C/2
HWU ER TYPE' - tonet,
ILCOGEOGI IIPe a
SAMPLNGMETHOO Sal
I.OGCEO BY: RP
NORVehG :
ILL ING6 TIT '/: SA
HGtT11WG' C-ASIING
n
3
k%
i< o
iu J
.C! ■F
j�J�fQE
WA
� �
a k
8 RlNwe6
STAaDWDFEADM1ttN R5I DAi6
a P aroma Mm
S
x
atva6y
i61 y��
JJ j/
ILL: SANDY CLAY(CL) -5ml, blade brown
u �
w
q
(CHI -San rpd bloc,
F-rnr,
MATERIAL DESCRIPTION
2 5 3
!
Es
i¢ 6TaIOw>! R4aM.
5
S
BC
5-)
Me_
f a�y=
f]
aka
gaol
a a a au
_
EY SILT (YIP)- sM,Pad staining
SS.3
tm
Topsol/ R..al (ZS inches).
I
]
UY;
SS-3
SS :1,
tR, Ten
MI�.L:BNIDY =Y.%
10
Eli➢
SSA
Sg.,
3 R
3 ]
i
SANDY SILT (ML) - torn. red br, mast
own
353
I! irate =.x
-
ARTIALLY WEATHERED ROCK: SILTY
orange
AND (SM) - graY. with mok fri gnients, An6 b
SS 2
"
SILTY SAND(SM) - metlium dense. Uadl
gray. fine b medium
LRYSTALJDE ROCK - da* gray
35.2
s
4 4
SSS
S
1
21
6IID
D2
SSS
t 5
6
_ - --
SS]
Booing laminated M 14.21601
i
2 2
6
Red
FYI.: SILT'CUY(CHI) - sW[ red dark dam,
IN
- -
trax no. fold —ts,f to cxrse
2S
.
206 -220' Night to m,taalety sevre
Weamrng volt, severe weathering from
D
Vary roolbts, drgarlif odor. mast
z Gila-
Win owly to nMxfeiely v eathred, satin
o"OID
s
26 10 31
a
1 moderately harp, very close froMm sparing
with indsxrable &M
CRYSTALLINE ROCK - gray and white
RESIDUUM: SAN CLAY (d) -very sIN,
i
I
Boring lermm—ol .121 feel
2S
6QD
METAMORPHOSED QUARTZ DIORITE, very
Mighty w.&I—ed, very h.4. moderately close
s ar with 2?DOts at 45 degrees
yA
e
dam, Irate rock'ragmenm, mist
tz
CRYSTAIJJNE ROCK -gray and w1ta
METAMORPHOSED OUARTZ DIORITE.
..raft,.
j CRYSTAL*& RDdS - green's, gar
Mighty weathered, vNy hard, close fra -Wre
SS3
S O 15
Is
5
ego
.Spam watt nawarnae t .-
Refusal at 15 feel
�)
Bonny lermineled at IS,—
CRYSTALLINE ROCK - clank pray
METAVOLCANIC, slightly to very skphtly
]0
na.thred. hard, close b rt .tely cWse
kack,re spacing vnh 4 "pints 60'
z � ��� rslrpara werNYeu r.
Page I Of I
PROJECT: CMUTaggart Creels -Hopp M Deyel.povelot
I
CChharlotte, North Carolina
BORING LOG B•11
O.IEMyea N6. Tat- ti -It)
j
RITE ORLLED: YHA2
ATIOH: 617.91
ILLR:G:Q SSA__ :oxxte- OEPIH'a.5a
NOTES.
Ot.LRIG'. CME6a
BORMDEPTH: NO
DRILLER: I.11Me
WATER.IEVEL 1/.I4Mx 1pA13
H4MIFR TYPE: IW6Inaaf
I.OGCEO BY: RP
IN Core Saftspoon
MATERIAL DESCRIPTION
HGtT11WG' C-ASIING
n
3
k%
i< o
iu J
RIAL DESCRIPTION
g a
C � �
`3
e�wre
� i�
w�
� �
a k
8 RlNwe6
STAaDWDFEADM1ttN R5I DAi6
a P aroma Mm
i
a
Tepsx/ Rootnat (3 inches)
atva6y
2 inches)
ILL: SANDY CLAY(CL) -5ml, blade brown
u �
FILL: SILTY SAID (SM) -boe6, pry an,
else rile ravM, micaxpus, Or,a moaarae
SS,
(CHI -San rpd bloc,
F-rnr,
3
2 5 3
4
SS.,
2 s
5
S
BC
5-)
Me_
SS -2
f 5
1
a
10
EY SILT (YIP)- sM,Pad staining
SS.3
1 1
I
]
UY;
SS-3
SS :1,
A S
10
Eli➢
SSA
SILTY SAND (SM) - medwin dens., Made
gay. pax rook tragoe . f m coersa
15
i
SANDY SILT (ML) - torn. red br, mast
own
353
a tt tt
-
ARTIALLY WEATHERED ROCK: SILTY
orange
AND (SM) - graY. with mok fri gnients, An6 b
SS 2
"
SILTY SAND(SM) - metlium dense. Uadl
gray. fine b medium
LRYSTALJDE ROCK - da* gray
tc
SAND (SM) taown vex rock Ragmenis
\finew
METApL IC,very slgnOyweathered,
vary had. close 1,acwe sparing wKh B jpons n
46' and 3 8130'
SSS
RLI
1
21
Refusal n 14.2 feet
D2
SSS
t 5
6
_ - --
'_
SILTY NSAND (SMI - vary dense, gnat Mack
Booing laminated M 14.21601
i
2 2
RYSTALLINEROCK-dark pray
METAVOLCANIC WIn an ninarve
amwphoswgoarizdiorite seem from
Red
RCA
IN
- -
trax no. fold —ts,f to cxrse
2S
WILD
206 -220' Night to m,taalety sevre
Weamrng volt, severe weathering from
WD
2C
j
Win owly to nMxfeiely v eathred, satin
o"OID
SS 6
26 10 31
a
1 moderately harp, very close froMm sparing
with indsxrable &M
CRYSTALLINE ROCK - gray and white
Re']sM M 21 feel
i
I
Boring lermm—ol .121 feel
2S
6QD
METAMORPHOSED QUARTZ DIORITE, very
Mighty w.&I—ed, very h.4. moderately close
s ar with 2?DOts at 45 degrees
yA
e
Page I or I
PROJECT: CMU Taggart Creek. Hope VI Deve)opheent
I
Charlotte. North Carolina
BORING LOG B-08
.4."o—ea W.1a1 .4,3
j
DALE DR6LED:01 -2 E VATK]H: R1Aa
NCTES:
ILLR:G:Q SSA__ :oxxte- OEPIH'a.5a
UYN ER: J. lAee_ WATERI.EVEL'. SYtlm MLA12
Ku MALE TYPE AUNmallc LOCAFOW kPoge
T"CO awl Gre
NORMNG: EAST!NG
I WATER LEYEL..T SRI on 14tIR1112
NN.NER TYPE: Arta ads
ILMGEDW . Kpoes
IN Core Saftspoon
MATERIAL DESCRIPTION
_
;
n
3
k%
$
DaaMIDVeTElaanpr lto War
o m a life
Y
w w
n
w di
fI 3 7
= k R
opsoIV Rootmat (3Inches)
_
Y lIIIpWrBE�1MR111ElTWA.
Tepsx/ Rootnat (3 inches)
atva6y
_
ILL: SANDY CLAY(CL) -5ml, blade brown
u �
FILL: SILTY SAID (SM) -boe6, pry an,
else rile ravM, micaxpus, Or,a moaarae
SS,
2 2
3
2 5 3
4
FYL:SAIDYCLAY( 4-film. rest black
proud, Rex lne amVd
Wo
S
BC
)
1
]_
IF
LL. SANDY CLAY (CL) - sk rant Dr.-
ce f gravel
]
10
61lD
SS.3
1 1
11r
SANDY SILT (My - stR, red tan, msnWrlase
Mam9
]
UY;
SS :1,
A S
2 ]
J
ESIDUUM: CLAYEYSAND(SC)- Iww.r.tl
—ge brown. Alllef gmva, An. b roars.
SILTY SAND (SM) - medwin dens., Made
gay. pax rook tragoe . f m coersa
15
i
6h
353
a tt tt
-
ARTIALLY WEATHERED ROCK: SILTY
orange
AND (SM) - graY. with mok fri gnients, An6 b
SS 2
It
PARTIALLY WEATHERED ROCK. SILTY
LRYSTALJDE ROCK - da* gray
1
SAND (SM) taown vex rock Ragmenis
\finew
METApL IC,very slgnOyweathered,
vary had. close 1,acwe sparing wKh B jpons n
46' and 3 8130'
SSS
RLI
1
21
Refusal n 14.2 feet
.3
5lD-
_ - --
Booing laminated M 14.21601
i
2 2
RYSTALLINEROCK-dark pray
METAVOLCANIC WIn an ninarve
amwphoswgoarizdiorite seem from
Red
RCA
IN
- -
CRYSTALLINE ROCK - gray
METAMORPHOSED QUARTZ ODRRE,
2S
WILD
206 -220' Night to m,taalety sevre
Weamrng volt, severe weathering from
WD
orange vf.ite md, f e to ma6un
Win owly to nMxfeiely v eathred, satin
SS .4
"
3
22.5 -225'. hare. nodrai ly close to close
kactue spacing With 1 pint at 45' ax 5 a 30'
1 moderately harp, very close froMm sparing
with indsxrable &M
CRYSTALLINE ROCK - gray and white
RC -2
TO YIN
2S
6QD
METAMORPHOSED QUARTZ DIORITE, very
Mighty w.&I—ed, very h.4. moderately close
s ar with 2?DOts at 45 degrees
yA
e
5
tz
CRYSTAIJJNE ROCK -gray and w1ta
METAMORPHOSED OUARTZ DIORITE.
..raft,.
j CRYSTAL*& RDdS - green's, gar
Mighty weathered, vNy hard, close fra -Wre
No R6xvary
METAMORNIOSED OUARR dl>ATT�
Im3derateiy-MONxed. hard. Very close fre 0.e
spacing wnb 3 joints at 60', ovhr mcisoa.".
.Spam watt nawarnae t .-
55.6
�)
21
CRYSTALLINE ROCK - clank pray
METAVOLCANIC, slightly to very skphtly
]0
na.thred. hard, close b rt .tely cWse
kack,re spacing vnh 4 "pints 60'
S01
at
Refusal al 16.7 feet
PARTIALLY WEATHERED ROCK: SILTY
SAND (SM) - gray brown. fIna
Baring fe—r led at 30.5 feel
s °a°RCx"�cA.r�ta rES.oarwwrariawu r.
Page I of 1
*s&ME
PROJECT: CMU? Taggart Creek- HOW N Ommlopncrlt
I
Charlotte, North Carall-
BORING LOG B -12
YMEWges— sot - 's
j
RITE DRILLED 3
HEYATIpR RLOa
OR!LUIR. '.UM. WATER LEVEL 111MaaY2fIJp12 -_-
NOTES.
OR. RIGA 550
BORING DEPM'].5a
OR.LER: J.ILMS
I WATER LEYEL..T SRI on 14tIR1112
NN.NER TYPE: Arta ads
ILMGEDW . Kpoes
IN Core Saftspoon
_
NORTHNO: FASTING:
ptI MIG LE Ta-IlSA
a o� MATERIAL DESCRIPTION
a< U
rir
w w
n
w di
fI 3 7
= k R
1E)wKS
aNl.val TaN F
laws
to m a 6oao
_
Y lIIIpWrBE�1MR111ElTWA.
Tepsx/ Rootnat (3 inches)
atva6y
_
l Topsoil / Rootmat (i rid,) r
u �
FILL: SILTY SAID (SM) -boe6, pry an,
else rile ravM, micaxpus, Or,a moaarae
Y �
,T
SS.1
2 5 3
4
FYL:SAIDYCLAY( 4-film. rest black
proud, Rex lne amVd
5
S
BC
SS2
55.3
2 2 5
i R R
]_
o
nod.SILTY SAID (tN. - sp, orange Mack
wad, With clay pOdrelS. xols, f TO
afr9B
SS.2
10
61lD
551
S 1 6
11r
SANDY SILT (My - stR, red tan, msnWrlase
Mam9
]
RESDIAIM: SANDYT(ML)- sOR, bravo
tan Norge. mingan slanng
SS :1,
A S
2 ]
J
SILTY SAND (SM) - medwin dens., Made
gay. pax rook tragoe . f m coersa
15
i
6h
353
a tt tt
-
N
orange
SS 2
It
PARTIALLY WEATHERED ROCK. SILTY
LRYSTALJDE ROCK - da* gray
1
SAND (SM) taown vex rock Ragmenis
\finew
METApL IC,very slgnOyweathered,
vary had. close 1,acwe sparing wKh B jpons n
46' and 3 8130'
SSS
RLI
1
]q,2
Refusal n 14.2 feet
!e
5lD-
Booing laminated M 14.21601
i
2 2
)
Red
Sis 50%
CRYSTALLINE ROCK - gray
METAMORPHOSED QUARTZ ODRRE,
2S
WILD
:1
SILTY SAND (SM) - very loose to loose.
orange vf.ite md, f e to ma6un
Win owly to nMxfeiely v eathred, satin
SS .4
2 3
3
1 moderately harp, very close froMm sparing
with indsxrable &M
CRYSTALLINE ROCK - gray and white
RC']
TO
j
METAMORPHOSED QUARTZ DIORITE, very
Mighty w.&I—ed, very h.4. moderately close
s ar with 2?DOts at 45 degrees
yA
e
5
.r
..raft,.
j CRYSTAL*& RDdS - green's, gar
No R6xvary
METAMORNIOSED OUARR dl>ATT�
Im3derateiy-MONxed. hard. Very close fre 0.e
.Spam watt nawarnae t .-
55.6
saMY el le
Lf Izimp f �� . oaa rNa "
wr A�a�x�rrarJenm rasroarawsa-
manaulgxaxoeeaaoA nee=Aoa.anrorDaer.
Page I of I
miOJ[CT CMU Taggart Leek -Hopp VI Develdpnlmt
Charlotte, North Carolina
BORING LOG 8-09
SIMEProfm N.. f a1-12.11]
WIEURLLED: Yt]H2
ATIDH:,
OR!LUIR. '.UM. WATER LEVEL 111MaaY2fIJp12 -_-
NOTES
_
UR'LL WG QE 556
aDRINDOEPM tl2.
_
DRILLER'. J. UuiN
WATERLEVEL: Na Enauntrrea
t1N�16E_R ]VPE MbnMN __
LCIX -£DBV —see
-HEIR
_
NORTI/NG: C-ASiaD:
ptI MIG LE Ta-IlSA
i
_
�
R
!�
MATERIAL DESCRIPTION
�
� fiZ
smEO�irA
Y lIIIpWrBE�1MR111ElTWA.
x_
atva6y
_
l Topsoil / Rootmat (i rid,) r
u �
� �=
Y �
,T
FILL. CLAYEY SAID (SC) - medium dense.
brown, me tD memam
3
55.,
] ]
!
13
a m a lied
RESIDUUM: CLAYEY SILT (MH) - ram, red.
manganese staring
5
°p➢
SS.2
--
11r
SANDY SILT (My - stR, red tan, msnWrlase
Mam9
]
SS :1,
A S
2 ]
J
%1➢
Ss.
l 5
]
D
RESIDUUM: CLAYEY SILT (WIN) -fkm, and
orange
SS 2
It
PARTIALLY WEATHERED ROCK. SILTY
6
1
SAND (SM) taown vex rock Ragmenis
\finew
SSS
N
]q,2
Refusal n 14.2 feet
Booing laminated M 14.21601
i
2 2
)
s
U
Page T of I
PROJECT: CMU Taggart Creek - Hope VI Developosint
Charlotte, North Carolina
e61aEFY4dNO.lal- 13t1)
BORING LAG B -10
RITE..' LEO:.117.2 ELE-YT MO.
I
ORILLRIG: OESSD _ BOR..i DEP1N' Ma*
OR!LUIR. '.UM. WATER LEVEL 111MaaY2fIJp12 -_-
1AAa.ER I'm
—METHOD. .
NCRMNG: EMIDNO --
ORI LE ' /'•
MATERIAL DESCRIPTION
= < t
Safi ~
atva6y
u �
� �=
Y �
,T
� ETANMiOPDElM11O1 E5r6ltA
H,o ro
3
w u]
a k
a m a lied
TopsoW Rod— (31ncMs)
--
FILL SANDY CLAY (Cy -riim. brown and
SS.,
2 ]
] s
RESIDUUM: CLAYEY SILT (WIN) -fkm, and
orange
SS 2
2 ]
] 5
6
5
a7
SANDY SILT (AL)- fmm, rest anigs
SS)
2 2
)
s
:1
SILTY SAND (SM) - very loose to loose.
orange vf.ite md, f e to ma6un
616
SS .4
2 3
3
SS-5
2 1
5
e
5
.r
6tiD
No R6xvary
55.6
21
liar
PARTIALLY WEATHERED ROCK: SILTY
SAND (SM) - gray brown. fIna
SS r
E
25
6P.D
- - -- - -.
�
S i
,D
W-8
N 2e
Refusai et 30 feel
Bafng laminated at 30 relit
: �u�ar�ory asrmrwrcEVLau r.
Page I of I
a