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Mack tack V'eatc International Company
r ~ 8520 Cliff Cameron Drive, Suite 29 0 SHEET _L I ST
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NEW PIPECI'NE ~ r°•,''~ CflR Ii . Charlotte, North Carolina .28269 No. SHEET oRAWI
1430- _ T04-54.8-846 COVER SHEET AND LOCATION MAPS
~ • r..• ~ • r ~ Al _ GENERAL -.LEGEND, ABBREVTATIOIUS, AND GENERAL NOTES
t • 'T::. , 0 1'" m .1 ...1.•1 4'. t '4,~ f .T,+t i r t? ~ili~ ® 2 Bf HDD PLAN AND PROFILD
e ; 3 82 WEST NDD DRICL7NG OPERATION -SITE PLAN _
y: 1 ` 4 - 83 WEST HOD; DRILLING OPERATION -.:ENLARGED SITE PLAN
,1^111 t4 •.;:54 114,t RQ,~~ 5 B4. EAST HDD EXIT HOLE -SITE .PLAN 6 C1 WEST CONNECTION DETAILS
y '{.~,~•y~:J•r. n"~:,.. y. BStPltilll4 C2 EAST CONNECTION PLAN.:.
Ili Rd hit:.. ,,~t..d, l-r-:as.•~.i-~-t.l..w.•:-r,~:.1 ,1 q. La~.::.8•ht:.l•:I 1,.{:~.61_~ a..t_;ry .:~s:~';~ ti~,•°' I . j _ 9432 odd ~~~ir ~d,~~ 1432 .~=1.1+~ ~ _ _ 1432 t,f v- _ 1434 ~ aiss~ ~ 1 ,7 8 ~3 EAST CONNECTION SECTIONS
g D1 PIPING DETAILS _
1 ~..I t '.,d 0 i ~0 D2 EROSION CONTROL DETAILS
~ 1434 ~ t , 3 ~ L ,''Q' ;:::.I i7 Ei GEOTECNNICAL'BASELINE5 (1 OF 2) _ '
rl , r~. ~ ~T ~2 E2 GEOTECHNICAL BASELINES (2 Of 2)
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Date/Time, Plotted : 31f012008 4:58x40 PM
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1. SOME SYM9QLS, MATEf NOTE: BLOW-OFF -u-u 'M9QLSMATERIALS AND ABBREVIATIONS MAY N07 BE UTILIZED ON THIS SPECIFIC PROJECT. cY., m
EXISTING FACILITIES ARE SHOWN WITH LIGHT OVERHEAD POWER AND TELEPHONE LINE P-z P-r D 1 2. FIELD-SURVEYS AN iURVEYS AND BASE MAPPING-WERE PROVIDED BY MICHAEL UNDERWOOD AND ASSOCIATES.
- L1NE3, NEW FACILITIES WITH;:BOLD LINES. DIVERSION. DITCH .®---~--OD °z
OVERHEAD-POWER LINE P P P 3. HORIZONTAL CON TREE LINE JTAL CONTROL IS-BASED UPON NG COORDINATE SYSTEM NAD 831CORS 96.2002 ELEVATIONS ARE BASED ON:N9VD 88..:.
_ SILT FENCE ~ _ .OVERHEAD TELEPHONE LINE r ---r r
4. CLEANUP AND SITE Ri BUSH AND SITE RESTORATION SFlALL BE PERFORMED BY THE CONTRACTOR IN ACCORDANCE WITH LOCAL AND STATE STANDARDS OR AS DIRECTED BY ~INEER, ANY AND ALL EXPENSES INCURRED FOR THIS WORK SH,4LL BE INCLUDED IN THE CONTRACT BID'PRIGF:
SEDIMENT TRAP THE ENGINEER, ANY OVERHEAD POWER AND CABLL TV LINE a-rv P-rv
_ 5. ANY DAMAGE TO EXTS TREE OR BUSH TO. BE:REMOVED' +~GE TO EXISTING PIPELINE, UNDERGROUND UTILITIES, OR OTHER STRUCTURES, SHALL 8E REPAIRED AT NO ADDIFZONAL COST TO THE OWNER.
STONE SILT CHECK DAM OVERHEAD POWER TELEPHONE AND CABLE TV LINE P-r-rv w .
F s. THE coNTRacroR SHA+ VTAACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL EXCAVATED MATERIAL. ~ " a ~i W W li. a ~
HALF-RING INLET PROTEGTION TREE ° UNDERGROUND FIBER OPTIC LINE - - - -FQ _ - - -Fa - - - -Fa - tt, ~ ~ ~ ~ Q
7. THE EXISTING RAW Wi ORANGE CONSTRUCTION FENCE FOULING SECTION [Sl'ING RAW WATER PIPELINE SHALL REMAIN IN SERVICE AT ALL TIMES DURING CONSTRUCTION EXCEPT AS INDICATED IN CONSTRUCTION ° " !ING SECTION OF CONTRACT DOCUMENTS,
seH BOUNDARY BY DEED OR PLAT a
HEDGE) ROW OF BUSHES 8. "SCREENED° (LIGHT) , SECTION No. OR DETAIL LETTER :D° (LIGHT) DELINEATION INDICATED ON THE DRAWINGS DENOTES EXISTING FACILITIES, :"SCREENED":INFORMATION.:WAS TAKEN FROM EXISTING ~ T
RIGHT OF WAY' - CONSTRUCTION-DRAWL 1CTION DRAWINGS AND DATA, IS FOR REFERENCE ONLY, AND SHALL BE FIELD VERIFIED BY-THE CONTRACTOR PRIOR 7O. THE BEGINNING OF °z
STREAM ~ „ _ _ CoNSrRUCrro , ~ DRAWING NUMBER ON WHICH p3 1crrON, "BOLD" DELINEATION IS NEW WORK TO BF CONSTRUCTED UNDER THIS CONTRACT. ~ N F
LIMITS OF CONSTRUCTION - - - SECTION OR DETAIL APPEARS o °
OR 9. THE CONTRACTOR SHA ..DITCH,: WASN (STREAM ON SMALL SCALE) • , {OR WHERE SECTION - DAMAGED BY CONSTRU UTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL PROPERTY CORNER OR RIGHT OF WAY.MARKERS: PROPERTY CORNER MARKERS ~ x ~ D BY CONSTRUCTION ACTIVITIES SHALL BE REESTABLISHED BY A PROFESSIONAL SURVEYOR LICENSED IN::.THE STATE OF NORTH CAROLYNA. ' v a ~
CREEK OR BRANCH - DETAIL IS CUT) O' FQ
RAILROAD -1-~-i 70. CONTRAGTOR SHALL C, :TOR SHALL CLEAR AND GRUB AND PROVIDE ESTA$~.,ISHEO GRASS IN AREAS AS INDICATED ON'THE DRAWINGS AND AS REQUIRED FOR CONSTRUCTION N
MAJOR cQNTQURS - ABANDON IN PLACE AND SHALL PROTECT ALt PROTECT AND. MAINTAIN ALL EXISTING TREES, SHRUBS, .AND PLANTS OUTSIDE THESE CLEARING LIMITS. o ~
FENCE „x_._X~x.,_.K~......x~x-..-
MINOR. CONTOURS 11. THE CONTRACTOR'S Q+ VTR;4CTOR'S OPERATIONS SHALL CONFORM TO OSHA,. LOC,4L, OR STATE REGULATIONS, WHICHEVER IS MORE STRINGENT; PERTAINING TO EXCAVATION
DEMOLISH AND DISPOSE BENCHING. AND T PAVED.: ROAD OR DHI'VE ENCHING. ~ 3 3 ~~ti~~~
GUARDRAIL i2. RESTRAINED JOINTS , [NED JOINTS SHALL BE PROVIDED FOR BURIED PIPING AS INDICATED ON THE DRAWINGS. o ~ ~ o .
WOODS LINE UNPAVED ROAD OR DRIVE 18. CONTRACTOR SHALL F ;TOR SHALL FIELA VERIFY PRECISE LOCATION, ELEVATION, PIPE SIZE, AND ARRANGEMENT OF CONNECTIONS OF NEW PIPELINES WITH EXISTING " 3 a
PIPELINES BASED ON AIR RELEASE MANHOLE (AAMH) NES BASED ON FIELD CONDITIONS, INCLUDING EXPOSING EXISTING FIPING.PRIOR TO CUTTING AND ASSEMBLING NEW: PIPING. :CONTRACTOR SHALL ~~gteiirea
B & GUTTER INSTALL FITFINGS, ..CUR L FITFiNGS, ADAPTERS,,. AND SOLID SLEEVE CL05URES; ROTATE FITTINGS; DEFLECT JOINTS;' AND MOAIFY EXISTING. PIPING i4S i4PPLICABLiE AND ee ff1,si, 1
N AS REQUIRED TO MAK CATCH BAST ® a~eR~v~ar~o~s UIRED TO MAKE CONNECTIONS, INCLUDING ADJUSTMENTS FOR ANY OFFSETS IN CENTERLINE ELEVATIONS BETWEEN PIPFLINES'. CONTRACTOR SHAtt ••`~y,Y'••~ E TEMPORARY PLUG WITH FACTORY OUTLET SIZED AS REQUIRED. FOR CONTRACTOR'S TESTING WORK BEFORE MAlCINC CONNECTION; WHEN APPLTGABLE: • ~;,~•.•g~y~d
PROVIDE TEMP SURVEY POINT CONTRACTOR SHALL C CTOR SHALL COORDTNATE.MAKING EACH CONNECTION WITH THE OWNER. ~'J°' ~s~+-=~
DROP INLET, M •'x.~A
14. ALL BURIED DIP SHA DIED DIP SHALL BE PROTECTED WITH A MINIMUM OF ONE WRAP OF POLYETHYLENE ENCASEMENT. ~ca°,~~1~-
NEW MANHOLE d FLARED END SECTION Q
STORM SEWER MANHOLE anon+?a,`®
EXISTING MANHOLE OO AC ACRES N NORTH. ALUM ALUMINUM NeDOT NORTH CAROLINA
p ARMH AIR RELEASE MANHOLE- DEPARrM~Nr of PAST 0
EXISTING IRON PIPE ~ TRANSPORTATION ~ ~
B-B .BACK OF GURB No . NUf~BER GAS VALVE TO BACK OF CURB ~ ~
POWER POLE & GUY ANCHOR ~ _ NTS NOT TO SCALE' BC BURIED CABLE oa
GAS TEST STATION Q ® BFV BUTTERFLY VALVE OC ON CENTER ~N~
CATCH BASIN BH BORE HOLE OD OUTSTQE DIRMEFER Wo
-a- SANITARY SEWER MANHOLE BM BENCH MARK SIGN eo BLOW-aFF
PB NEWSPAPER B _ ; BV BALL VALVE ~ye
TELEPHONE BOX ~ ISCELLANEOUS RAW WATER MH W BARBED WIRE PC POINT OF CURVATURE M BW PRESSURE GLASS cc~ . d
. -b- PE PLAIN END FIRE HYDRANT ~~o
. CLEAN OUT (D CATV CABLE TELEVISION PED PEDESTAL c~
CB CATCH BASIN PERM PERMANENT FIRE HYDRANT. WITH.&" GATE-VALVE C&G CURB. AND GUTTER PI POINT OF TNTERSEGTTON
ELECTRIC METER EM CIP CAST IRON PIPE POC POINT ON CURVE i~ ~ p ~ IQU?..
WATER METER wM CL EMBEDMENT OR POT POINT ON TANGENT ~Om ~ 4~ > ~
TELEPHONE PEDISTAL PIPE CLASS PO ER POLE ? PP W CIL CENTER LINE PT POINT OF TANGENCY
WATER :VALVE ~ .:FIBER PTIC PEDISTAL ~a CMP CORRUGATED METAL PIPE PVC POLYVINYL CHLORIDE O.
CO CLEANOUT PVMT PAVEMENT ~t ~
MAIL80X MB GONC CONCRETE SIGNAL BOX sB 'm
CONSrR CONSTRUCTION R, RAD RADIUS - ~ CM CONCRETE MONUMENT R&C RING :AND COVER
LAMP POST CY GUBIC YARD . ~ REINF REINFORCED
~ ~ ----w----w-----w- / . WATERLINE EARTH OR GRADE RCP- REINFORCED
DET DETAIL CONCRETE.PIAE 'h
SANITARY SEWER LINE - - --ss - = - -ss q• ..4' 0~ ~ ~ 4' DIA DIAMETER RD ROAD GRANULAR FILL OR GRAVEL o~to•~.e•~.o•~. DIP DUCTILE IRON PIPE. RJ RESTRAINED JOINT
SWR FORCE MAIN FM DRIVE LA AD SAN DR RR RAI O O
- ~ d DWG DRAWING RT RIGHT: fl ~ ~
ELECTRICAL UNDERGROUND) E- - EXISTING. OR PRECAST CONCRETE . ~ ~ ° ' { RIW RIGHT-OF-WAY ~
_ _ - - - - _ _ E EAST READ REQU7AED TELEPHONE (UNDERGROUND). - -r - r ECP ENCASED CONCRETE PIPE RWTM RAW WATER
NEW CONCRETE EF EACH FACE TRANSMISSION MAIN Q~~
UNDERGROUND CABLE FV - - -rv- - - -rv-- . ETP EXIST IRON PIPE
EL ELEU ELEVATION S SOUTH SIGN Ga$ LINE - - - - - - -c - - - EROSION CONTROL MATTING ELECT ELECTRIC AL SB SEDIMENT BASIN (1 ~~4 w
_ ?8° RCP _ EP EDGE QF.PAVEMENT SF SQUARE FEET
DRAINS..OR CULVERTS - - - - - - _ _ _ ESMT EASEMENT- SHT SHEET - CONCRETE FILL-
EW EACH WAY SL SURVEY LINE EXIST EXISTING SPK SPIKE ~ M E~hC! -a
TUNNEL OR BORED CASING EXP EXPANSION SQ SQUARE '~4~ q
RIP-RAP EXT EXTENSION OAD P/L ~ SR SECONDARY R ~ >
PROPERTY LINE (STATE MAINTAINED) ~M ,~4
FH FIRE HYDRANT SS SANITARY SEWER R/W BRICK FIN FINISHED. U~QC
RIGHT-OF-WAY LINE ST STREET FL Fcow LINE srarrQN
Ct E sra CONSTRUCTION EASEMENT LINE METAL LARGE SCALE FLOOR ELEVATION STL STEEL ~C Q
{ ) FL FLANGE G SY SQUARE YARD E!L FM FORCE MAIN ;
PERMANENT EASEMENT LINE - _ _ - - - - - - - ~
METAL SMALL SCALE FO FIBER OPTIC T TANGENT { ) L ~ FP FLOQD PLAIN TEMPORARY BENCH MARK E!P TBM
EDGE OF PAVEMENT FW Ft00D WRY TCP TERRA COTTA PIPE aC ~ w
TEL TELEPHONE . GATE VALVE OA SHUTOFF.VALUE TV TELEVISION
HOUSE OR BUILDING GALU GALVANIZED TYP rYPICAC
GRD GROUND BUTTERFLY VALVE ci- ~ ~
GR GRADE US UNITED STATES .DIRECTION TO DISTANT HOUSE, GV GATE VALVE
BUILDING, OR CREEK HSE BLDG CREEK E HANICAL COUPLING VC VITRIFIED. CLAY
M C HORIZ HORIZONTAL VERT VERTICAL w
HDD HORIZONTAL DIRECTIONAL DRILL
CONCRETE REACTION BLOCKING. PG NDPE FtTGH DENSITY POLYETHYLENE PRESSURE GAUGE NSE HOUSE W WEST, WIDE
NWY HIGHWAY W WITH - aESrGNED: x~e
TEMPORARY BENCH MARK ? . WL WATERLINE . OE7AItED: KN.
INV INVERT WM WATER METER BED.. LINE SIZE CHANGE {REDUCER) IRON PIPE CHECKED:
EXISTING IRON PIN {AS DESCRI ) IP WU WATER VALVE WTP WATER TREATMENT PLANT APPROVED:
BALL VALVE -----iC~E- CONCRETE MONUMENT FOUND LA LINE AHEAD DATE::
LB LINE BACK POUND YR YEAR 0 7l2 ~
x CHECK VALVE ---v ' YI YARD INLET SHOT ELEVATION LF LINEAR FEET
LN LANE IF THIS BAR DOES AST
NION --1{--- LP LIGHT-POLE & AND U TELEPHONE POLE LT LEFT C~ AT ~lEA$UAE i" THEN OAAWINO T$
,6 DIAMETER LY -VALVE -----{r•'I-- # NUMBER - M07 TO FULL SCALE PROJECT NO.
POWER POLE BUTTFRF MAX: MAXIMUM BFU MAIL BOX ~ PERCENT MB
MC MECHANICAL COUPLING UTILITY POLE GATE VALVE -[?4- - ~ s2so2
MH MANHOLE GV
MIN MINIMUM LIGHT POLE MJ MECHANICAL JOINT A
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PR®FIL NOTES: IF THIS 6AR DOES NOT
~1oR: ~ ° = 1 Oo l .MEASURE 1°' THEN DRAWING; IS 1. BORE ENTRY ANGLE _ ?2° (PIPE EXIT}; -rrar ro Fut~ scA~E
2. BORE EXIT ANGLE - 12° {PIPE-ENTRY); PROJECT NO.
3. RADIUS OF CURVATURE = 1800 FEET (MINIMUM CURVATURE = 40*D F®R HQPE PIPE);` '~62~02
4. MAXIMUM DEPTH OF COVER = 88.:9 FEET;
5. TOTAL. HORIZONTAL DISrANCE = z, 400 FEET;
6. TOTAL BORE PATH DISTANCE = 2; 4 i8 FEET,• '
m. 7. MINIMUM DEPTH BENEATH THE CARE FEAR RIVER = 35 FEET _ - SHEET
8. S1, Cl, S2, C2, AND S3 REPRESENT BORE-PATH DIMENSION (S STRAIGHT, C--CURVED) OF
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DESIGNED: nPa
DETAILED: KTH
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APPROXIk1~1TE LOCATION OP EXISTING 30" RWTN IS INDICATED. CONTRACTOR SHALL LOCATE FOR WEST CONNECTION PER SHEET C9. DESIGNED: RPB
DETAILED: KTH
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APPROVED:
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~ 1 F Y=18 ~ ~ 4 4.17 ~ 'C,~ try ~ =8 . ~
, ~ v, z G
;y ~ ~ ~ ~a~~`
_ . , ~ DESIGNED: RP9 a,
i. - ~ ~ DETAILED: KTH ,
4~ ?i ~Y .3slw. 1. i i s is Y . , r ~ CHECKED: ~ a ~ r .Mao-i~s$am
, ~ H t .a. ~ i~. ..:K , ~a. ~ ty 6 t < rf.. F ..:.fa t. r,. 1;k; ,n 4., ' E aa, usz~;F n ~:,lw V s,;..... - - ~t,%~ ry. ~ '9 e,. 7. `a ~ ,..dtltu ,x~t4' H'~,.a':. ..n ~ .~~rs ` t , ^ a r. ~ ..fa' ~i~. `.,~~A-~, _~',:.xC~; z~ikv`.~~'~. "+eu'~°.w~+i E"..K~"xb^-FS.. ~S._~..z :.Si~n~r ,9~.'":~'ca. W. ,urd~ -rtnr"~'~4.w~,r. ~.,.~aG~, r_., , :91, „b, . ....a x APPROVED:
DArE:
N07'E: NOTE: 0 112 ~
1. ACCE; 1. ACCESS 70 EAST CONNECTION Wltt 8E BY 80AT. CONTRACTOR IF THIS 8AR DOES NOT
SHAL SHALL PROVIDE A WORKING 6ARGE AND WOODEN MAT ACCESS WAY MEASURE 1" rHEN DRAWING IS
~a~ FOR DELIVERIES AND PERSONNEL. Nor ro FUtI SCALE PROJECT N0.
1 fi2902
~4
SHEET
N 5 OF 12
h ti to co
r LTAFA Q coo

V
C!
20'-0" (MIN) -0" (MIN) I °z
NOTE i)
(
UENT ABOVE
PROVIDE RJ PLUG W
TESTING 30 ,DIP R FOR PRESSURE CONCRETE C ~ ~ a M v ~ _ ~ W W W W W
l~+~i END CAP D1 ox~kk:k
45° ROTATED MJ BEND 0.a;'
BROTHERS 30" RESTRAINED MJ
PRICE `C~+~T' WI EXIST 30 LCP RWT ECPxMJS,ADAPTER. - ARV 2 ~r .
NOTE 4 Z p ~ h
'`i - ~ ~ _..........._..._......._.......e..... N n ~ O V pp
- O ~
N O N v
_._..a.._._.~~ ~ ~ ~ N O t-. 0 ~
D •..r N
EXISTING 30" RCP RWTM ~ w
3 ~ 6~, {ABANDON IN PLACE) o N
0" MJ SOLID-SLEEVE. ' 3 ~ how p wZa,a
WI RESTR,4INED`MJ / ~;~~c~
ELD CUT SPIGOT 1 1 (FI ) 30 PCi50 DIP i ~ N ti ~ ~ ~
~ ~ ?l 4 J fQ
~~v,aa
10' _0~~ I+
- Max)
( VER MN CO D AIR RELEASE OVE {NOTE 2J : ® ~~~s0 ;Do
AB . D1 VALUE MH:
ca . u oro p-
" MJ SOLID SLEEVE 30 DIP HDPE CONCRETE N s+++o+ . 1,
RE TRAINED:MJ W! S RESTRAINT D1 u~u~°u°°'''°e
IELD Ct1T SPIGOT) fF BLOCK
e
30" DIP WI 36" FLANGE 36" NDPE w ~
RWTM ~ 0 c VNm
r~ ` a- ;;N
~ ~ /'Zi o ~ II
r ~ e I I O.. MpU
- I I ~ 3 ~ c ,e I I ~+to ~®o.....
®f cn m Z
V J ~
45° MJ BE - lNI RESTRA 45° MJ BEND _ - - I- - ~ r v m wl RESTRAINED MJ
36° IAS DUCTILE _ m , N ~
IRON BACK UP RING ~ ~ ~
l.AN P NOTE 3 HDPE RESTRAINT COLLAR
m
0~
NOTES. OF 90 FEET OF CONCRETE PIPE .WITH RJ DIP. f. REPLACE A MINIMUM
° IPS DI BACK UP 2. CONSTRUCT`RE57RAINT BLOCK 20 FEET FROM
NDISTURBED SOIL. RING rN U ly
R AND ENGINEER.
I TO 8E DETERMINED IN FIELD BY.GONTRACTO 3. LOCAT ON 0
IRECTION 30" LCP PIPE BELLS 4. CONTRACTOR SHALL FIELD DETERMINE D
E CORRECT OWNER SUPPLIED PRICE BROTHERS ADAATEA. . ARE FACING AND US - ~
~Q~ ~
M ~
D AIR RELEASE ~ ~ ~p® Q
D1 VALVE M
.,,I ~ V. 4
_ ~
~ ~ o
Z H` t,
V ~L ~
30" MJ SOLID SLEEVE ':EVE (NOTE 2)
34" DIP RWTM WI RESTRAINED MJ ~ J Q 4
° FIELD CUT SPTGOT) PRICE BROTHERS 30 ~TJ orp HOPE ~ ~Ll ~ ~
" RCP RWTM ECPxMJS ADAPTER EXIST. 3O cL F" c a

30" DIA WI ~ ~ W
36" FLANGE
_ _ r -..,.,,~,~1
w
_ _ - r ~ 36" HDAE
~
" 45° ROTATED 1 1 PE RWTM a
30 MJ SOLID SLEEVE it
NED MJ MJ BEND W/ W/ RESTRAI ~ ( _
..FIELD CUT SPIGOT) RESTRAINED MJ ( 45° MJ BEND 1 1
30" DIP 3 6 W/ RESTRAINED MJ I ~ pESI~NED: APB,KAN ~.L ~ ~ _ AILED: KH Der
~ CHECKED:
10'-0° APPROVED:
MAX) ( DATE:
PROFILE 36" IPS DUCTILE HDPE RESTRAINT O 1I2 ~
IRON BACK UP RING COLLAR
IF TNIS°8AR ODES NOT
H CONCRETE MEASlJRE 1 " TNEN :DRAWING IS
RESTRAINT NOT TO FUL! SCALE D9
1N ST.CONNECT 0 WE BLOCK PAOJEG1' N0.
3 e" = -o" 162902

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28'-0" MIN
(NOTE 3) _ A
C2 b Z'
PILING F PRICE 9ROT PRICE BROTHERS NOTE 2
q SUPPORT D1 30" RJ 30" ECAxMJ 30" ECAxMJS ADAPTER w
C3 (TYP)
EXIST 30" RESTRAINED 30 RJ DIP HARNESS (TYP) CONCRETE PIPE n~ r
° o a ° w ~ L.. o
~ ? . y n N M <f' h
W, ll 4, tl k ~l W :W W W W
p k k k k k
1, V +I 0,
~ n
NOTE 4 O O EXIST 30" ~ ~ o ° .yx o~ CONCRETE PIPE
EQUAL EQUAL EQUAL 1 -6 30" MJ SLEEVE ° a ° $ a
M O N
' ~ O h q O e. ti+ .
n ~ r.. w
° N
~ 1q ..N
~~.~°Qwa o~~°wti¢
~~~a~
30u DIP. Wl 36" ®`~~penreeeq'a~
FLANGE. NOTE 6 ( ) ~~i
e n e ~ She
C3 C3 fi ®'f• ~ e ~ ya .,~~da• ~ ~ tt~,
LI ~®I bNee•~`1 a 000
II- - ,,e~,~lie,```~eo'
II : Il
II
I--- O U C
U
38" HDPE N ~ 0. ~ ® a
INSTALLED 30" RJ DIP (J N °
BY HDD A w- - m ~ . O t~ x ~
C3 ~ ~.w~. -0 a
; c
® cap
CONCRETE N RESTRAINT . D1 T.. . aie ~ ~ C ~
BLOC!( tee _ ~ a
s~• -c'
~
m ~ ~
®
EXCAVATION SUPPORT ~
SYSTEM NOTE 1) m
H
50'-0".MAX.
Q~
N EAST CONNECTION PLA
318" ~ ~ ~ -0~~, a
Hv
o
W
w
c~
ti ~ v
12'°
w F..
NOTES 30" MJ PLUG ~ ~ Q
~L Q w
3116" FIELD WELD
~C ~
~U
NOTES, ly,
LOCATION OF EXCAVATION SUPPORT SYSTEM IN REFERENCE 70 EXIT HOLE LOCATION SHALL
BE DETERMINED BY CONTRACTOR.
2. LOCATION OF EXISTING 30" CONCRETE PIPE BELL SHALL 8E FIELD DETERMINED BY CONTRACTOR. PIPE LENGTH ON EAST SIDE OF 30" TEE SHALL BE ADJUSTED ACCORDINGLY.
DESIGNED: l~PB
3. REMOVE EXISTING LCP PIPING ALONG WITH PIPE SUPPORTS NECESSARY TO INSTALL NEW PIPING DETAICEO: KrN,,~DD
AND SUPPORTS AND CONNECT TO EXISTING PIPING AS:SHOWN. chECKED: -
MORTAR REPAIR 30" TEE 4. INSTALL CONCRETE FILL TO SPRING LINE OF PIPE FORA MINIMUM DISTANCE Of 300 FEET aPPROVEa:
FROM CONNECTION: DATE: 0 912 1
GE'DRICLED TO MATCH 30" MJ 80LT DRILLING 5. PROVIDE SHOP FABRICATED FLANGED 30" STEEL PIPE {ASTM A53, 0.50" WAtL), SHOP
FLAN IN FOUR PEACES. FOUR EXTRA LENGTH MJ BOLTS COATED WITH INDURON "GERAMAWRAP". CUT EXISTING CONCRETE PIPE AS REQUIRED-AND EXPOSE IF THIS BaR"'DOES rror
SHALL BE PROVIDED TO 90LT THROUGH STEEL PIPE STEEL CYLINDER. FIELD WELD FLANGE OF 30" STEEL PIPE STUB TO EXPOSED .STEEL CYLINDER MEasuRE y, raEN Qwawrr~ Is
LTS SHALL BE 304•STAINLESS.STEEL. FLANGE. ALL BO WITH MINIMUM 6" LONG 3/98" WELD ON EACH SIDE OF PIPE. FIELD COAT ALL STEEL WITH GOAL rroT ro FU~t sc,~E
TAR COATING. PROJECT N0. X62902
6. CONTRACTOR TO CU7 TO LENGTH REQUIRED T4 CORRECTLY POSITION 3O" TEE.
L A DETAI
314° = 1' -o° c2
CNFFT
n. . VI IMY~
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LCP AWTM NOTE 2 30" RJ DIP ~a~aeeeeu+t~rr~~
NOTE i rir ~ OfaNaaaa ~r rI~
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36" DIPS M Z o io ~
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u w 30 DIP I 7" DIP WI I~ ~
36" FLANGE - CONCRETE H FLANGE m.
RESTRAINT Di 6LOCK
Fy
f PILING
D1 SUPPORT
(TYPJ
PILING f e~Q
SUPPORT Df Q~H
TYP t
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EA EAST CONNECTION- SECTI ®N s OC ~ tL
EAST CONNECTION-SECTION a 318'' 318" = 9'-O" - Q ~ ~ `
318" = 1 -O.
LL.
W

V
DESIGNER: RP8
DETAILED: KTH,MDD
CHECKER:.,.
NOTES: APPROVED: DATE:..
9. ELEVATION SHALL MATCH EXISTING 30" LCP RWTM. o i12 i
2. INSTALL CONCRETE FILL TO SPRING LINE OF PIPE FOR A MINIMUM DISTANCE IF rHls e,4R DOES NOT
OF 300 FEET FROM CONNECTION. ,uEasu~E r ° rHEN nRAwrNG rs NOT 70 FULL. SCALE
PROJECT NO.
9fi2902
C3
sHF~r
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4~

6° DIP VENT SNORT RADIUS DETA~'LS A AND B NOT USED -SNORT RADIUS ~ MANUFACTURER TO DESIGN TOP m
80° BEND (TY ~ ~ X80° BEND (TYP) LOAA TO SUPPORT AN H-20 WHEEL a z
SECURED LIGHT DUTY
. RING FLANGE r _ wt BIRD FRAME AND COVER CAST-IN 3'-0" MiN NOTE 9 MH TOP
- SCREEN (TYP) 2" COVER ,
o p (TYP)
30 DIP p CONC THRUST COLLAR
ti 'i/~i/~i~i~i~i 'i/ = g' -0" WIDE x 8' -0" DEEP ~ /j~/\//~/ CENTERED ON PIPE ~ ~ ~ u
1t2"x 3" STEEL SEAL WITH NON-SHRINK RING FLANGE WELDED- 92" ~ N
GROUT'AT PENETRATIONS- TO PTPE (TYP) ~.r #~~i2° ~ p.k k ~c x ~ .
(TYP)
ARV-2 2° BV 8'-0" DIA ? EWEF ~ ~ . THRUST COLLAR. 3V-2 ~ ~ FU5ED TO PIPE o ~ ~ STD PRECAST ~
1 -6 TAPPING MANHOLE o ~ o Q ~
MIN 6" (MIN) _ ~ • ~ SEAL WITH 7" ( ) FILL :PIPE \ . SECURED LIGHT AUTY NON-SHRINK
COMPLETELY Wl CONC ~ i ~ FRAME AND COVER. (TYP) a ~ SADDLE ~ F== ~ z c M W/ 2 NPT II o U w "
•.il I ~ ST IN MH TOP GROUT A7 yf i ~ PENETRATIONS 30" I I y ~ o
EXIST PIPE TO ~ ~ f \ H DIP II a o ~ 3
BE ABANDONED 2 ~ I \ MH STEPS CENTER M I \ co ~ 6 DIP / f ) UNDER.MH COVER
VENT / I ~ I ~ - z I I - - - o o , e
I r
I i - - °
I i i , CAP END OF + k = - ~ i M 6" ~ 30" ID HDPE " ~ c
I PIPE Wt CONC ~ I C I 1 CAST IN //j~~ DR1 i RWTM ~ b 4 0 Q
f I / PLACE BASE ~ ~ ~ Q
\ f TAPPING / cv ; • . (NOTE 3) ~ \ \ ~ ~ a Q °
f SADDLE W/ / r .o~ . \ ! \ 12" NPT / CAST IN PLACE • o UNDISTRUBED r~\.~\ \ \.a\~~
F ~ .o•'v Q..a..•Q..a.. ~.v•°.v~~.v•~. ~~.a•~.v•~. •~,v~.a•~.v v,:,v.:,v.:,v SOIL (TYP) ~~`puunpq~~ o~
I i BASE (NOTE. 3) CONCRETE PIPE CAP c I ~ „ , -D., - T~ ~ 8 3 I 31 -011 gu GRANULAR FILL , ~~°.....,,,~1 fyw'.
NO SCALE • --I-•r ~ •
POLY FILM .~S°"~ a=~~+~;o•
8' -0" DIR.
STANDARD PRECAST MH FILTER FABRIC CONCRETE THRUST COLLAR -PLAN H ~.rd ° ~ .
318 - i -0 C1, C2, C3 ~i0 ~~o
S~ SECTION ~~ina+~'~
NOTES:
1. CL-ARMH-1 fib~ C ~
PLAN , V ~ CL
VALVE NO. PER SCHEDULE IN 2' HI 1LE IN 2" HIGH LETTERS ENGRAVED IN BRASS TAG ~I..~ o 0
APPLIED Wi EPOXY CEMENT TO TOP TENT TO TOP OF CONCRETE MANHOLE OR MANHOLE COVER. ~~p VMS
2. MAINTAIN MTNTMUM 3'-0° COVER OV, ~0° COVER OVER TOP OF RWTM PIPE. ~ c
11~ 1W 0 ~
3. CONTRACTOR MAY PROVIDE PRECAST [DE PRECAST BASE SECTION IN LIEU OF CAST IN PLACE ~ 0 C p` ~
AT HIS OPTION.
~G~ ~1+ ~ ~c~ ~E°
LE o STANDARD AIR RELEASE VALVE MANHO ~ r~z
~ v
mm ~
Y
~
m
c~L
PIPE
2°-6° 2,-B,.
„ u 30" RJ 30 RJ 30 DIP RWTM
3O DIP RWTM RAINED C/L EL 4± RESTRAINED .REST
C/L EL 4t HARNESS - o ® HARNESS._ ° Q
o DIAMETER TO MATCH M
MJ 80L T ~+.J ~
0 'Q ~ ~'y
° ° T
PRESSURE TREATED
_ p TIMBER: CRADLE r0AA ~ y 'K, U J
G 6x3x6116 SS ° BLOCKING (FASTEN
o. ° TO 10° TIMBER) DIAMETER TO MATCH MJ H M
BOUT (ONLY ONE BOLT "1 F-~W jj
SHOWN FOR CLARITY) ~ O
_ ~ L 8x3x5/16 SS
U~°~
cc ,EXIST 10"x14°° PRESSURE ~ ti~~ ~
4„x114a GRADE TREATED, TIMBER ~ m oc W
N Ss srRAP f W a
\
~ 112" SS BOLTS (TYP) 4 `J`
" ill" SS 8®LTS -TYP ( )
4"x1/4„ „ ~~Q
- 1OxO R :S$ STRAP ClL PILE TREATED TIMBER
TYP ( J
w
- PILE TTP.EL -38.0 d.
PILE TIP EL 38.0
DESr~aED: RPB,HKP
ATION SECTION ELEV DETAILED: KTH,MDD
CHECKED:
APPROVED:.
P RT DETAIL ~ PILING SUP 0 DATE:
- 314° e. 1,~O„ C2 D tl2 y
IF 7NI5 9AR DDES a0T '
MEASURE 1 ° :.THEN DFtAWIN(3 IS aor To FULL scac~
PROJECT N0.
162902
D~
,o
n, SHE,~'T
uhi. OF
m n. o~
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U
ENERAL N TE EROSION AND SEDIMENT CONTROL G 0 S ~
Z
1. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID THE SILTING OF STREAMS,
LAKES OR OTHER WATER SOURCES DUE TO THE CONSTRUCTION OF THIS PROJECT. ,
L E ION AND'SEDIMENT CONTROL MEASURES. SHALL CONFORM TO THE GUTAELINES 2. AL ROS
SET FORTH IN THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL;
WIRE MESH
3. 7HE CONTRACTOR SHALL. MAINTAIN ALL EROSION AND SEDIMENT CONTROL DEVICES IN FENCING H ~ ~ ~
A.GDOD STATE OF REPAIR UNTIL AREAS HAVE BEEN ADEQUATELY STABILIZED AT THIS TIME THE CONTROL DEVICES SHALL BE REMOVED AND DISPOSED Of. SO AS TO. CAUSE N0 ~;aa~~aa p k k k k k
ti STREAM SILTATION, FABRIC Qa
(SEE_NOTE #2) w ~ R
4. THE CONTRACTOR SHALL REFER TO'THE.SPECIFICATIONS.FOR A DESCRIPTION OF THE 4
COMPACTED PREPARATION OF SEED BED, APPLICATION RATES, AND MULCHING REQUIRED FOR. ALL o. , ~d .°2 . h
V TEO AREAS IN.'THIS PROJECT. BACKFILL EXCA A Z V . N ~ r
UNDISTURBED NSTRU T STONE FILTER BASIN IN DISTURBED EARTH 5. WHERE DEWATERING IS REQUIRED, CO C EARTH ~ , ~
ACCORDANCE WITH DETAIL F ON THIS SHEET. :DISCHARGE OF SEDIMENT LADEN; WATER ~ N
DIRECTLY INTO STREAMS IS PROHIBITED. ~ O 4 h p t... _
- _ - _ - - _ ~ i._- O ~ M r r,
\\/\~r\ ~ E UENCE i ~ E CONSTRUCTION S Q ~ _ ~ ~ E N O
_i~~y~ D ~ 1 ~ N ..:O~i
1. OBTAIN ALL APPLICABLE PERMITS AND ENSURE .THAT THOSE REQUIRED. TO BE DISPLAYE ~ ~ ON-SITE ARE AVAILABLE,
„ i ~ - 8 o,~~ ;N o~
2. ATTEND PRECONSTRUCTTON CONFERENCE. PRIOR TO STARTING CONSTRUCTION. ~ ~ ova°~a
' ~~uQiaa'
3. INSTALL SILT .FENCES P T a METAL FENCE OS
@ 8'-O" O.C. ~ ~®~~lunu~~~
4. BEGIN DRILLTNG,'TRENCHING,- AND BACKFILLING. CONTRACTOR SHALL ~ ~ COORDINATE CONSTRUCTION ACTIVITIES WITH SEDIMENT AND EROSION CONTROL MEASURES, NOTES:.. .~'"NN'' ~l f a,~
L .J R E-CONSTRUCT SUCH MEASURES AS REQUIRED TO AVOID SILTING OF .AND RELOCATE ANDIO R G d~y~'p',~O
STREAMS; LAKES,' OR OTHER WATER SOURCES DUE 70 CONSTRUCTION ON THIS PROJECT. 1; FENCING TO BE PLACED A7 EXTREME LIMIT Of
AREA. TO .BE DISTURBED. ;c,~. wry; w:x~'''. ao 1 ,~it~' ~i~~ t4,:
E T AL! SEDIMENT CONTROL DEVICES WEEKLY AND.AFTER EACH .STORM 06CURRENCE 5. INSP C.
: AND-REMOVE ACCUtu~/lATED SEDIMENT. ANY NEEDED REPAIRS SHAIt BE MADE IMMEDIATELY. 2. USE SYNTHETIC FILTER FABRIC.
:.COMPLETE TRENCHING AND BACKFTLLING TO:FINISH GRADE.. 3. REMOVE SEDIMENT DEPOSITS PRIOR TO REACHING. I71N11/~~~',,,
6 1T3 HEIGHT OF FENCE.
7. DISTRIBUTE SOLL MATERIAL STOCK.PILE'EUENLY ACROSS AREA INDICATED ON THE
iMTT AREA OF DISTRIBUTION-TO MAXIMUM 0.60 ACRES. 4. FENCING.. TO BE PLACED PARALLEL WITH STREAM SITE PLAN L ~ Q
CROSSING AND GRUBBING.
HALL BE REMOVED FROM BEHIND SILT FENCES WHEN TT BECOMES.. 8. SEDIMENT S a~ ~ ~ do
O.6 FEET DEEP. SILT FENCE A 'L3 U N ~
NO SCALE DISTURBED AREAS SHALL BE STABILIZED AS-SOON AS POSSIBLE, 6UT NOT MORE THAN 9 _LLI o ~ ~ N
15 DAYS AFTER CONSTRUCTION ACTIVITIES ARE COMPLETED. ANY AREA. IN WHICH CONSTRUCTION ACTIVITIES N ~ ~ai~
E THAN 15 DAYS SHALL BE STABILIZED WITH TEMPORARY SEEDING. ARE SUSPENDED FOR MOR 0~p
IME SEED AND MULCH DISTURBED AREAS AT EARLIEST DATE AFTER 10. FERTILIZE, L , , V~ /lip C wi ~ d
TNSTALCATION OF PIPE, v~ cEZ
R IS FIRMLY ESTABLISHED ALL TEMPORARY EROSION CONTROL. i1.-ONCE .GROUND COVE , - ~ .~~m
MEASURES SHALL BE REMOVED. ~ ~ o ~ c~ a a
Imm ~Na
a
I~ ~
NTS ...SEEDING REQUIREME m
TEMPORARY SEEDING:
DURING CONSTRUCTION THE CONTRACTOR SHALL,BE.REQUIRED MAINTENANCE:. H
ISTURBED SLOPES BEFORE THE IF GROWTH 7S LESS THAN FULLY AOQUATE REFERTILTZE TN TO CONTROL, EROSION, ON ALL D ,
RMANENT VEGETATION. TEMPORARY SEEDING THE SECOND YEAR ACCODING TO SOIL TESTS OR TOPDRESS .ESTABLISHMENT OF PE -WITH 500 LBJACRE 10-10-10 FERTILIZER. RESEED,.REFERTILIZE, ® - . ~ Z
SHALL BE INSTALLED AS SPECIFIED BELOWs AND MULCH AREA TMMEDTATELY FOLLOWING EROSION OR OTHER
RA TOR SHALL BE REQUIRED TO DO MAINTENANCE I FALL TOPDRESS WITH WITH 5O LB/ACRE THE CONT C DAMAGE. TF SEEDING N ,
NECE SARY TO KEEP TEMPORARY SEEDED AREAS IN A OF NITROGEN IN: MARCH - TF IT IS NECESSARY TO EXTEND S
TEMPORARY COVER BEYOND JUNE 15 OVERSEER WITH 50 LBJACRE SATISFACTORY CONDITION UNTIL PERMANENT ,GRASSING ARID , ~
INCLUDES REPAIRING WASHES KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH. - LANDSCAPING IS IN PLACE. THIS
'AND ADDITIONAt TEMPORARY. SEEDING WHERE A STAND OF GRASS ~ ~ I*- ~ ~ w
HAS NOT-BEEN.ACHIEVED.-
PERMANENT SEEDING: DURING CONSTRUCTION THE CONTRACTOR SHALL. BE ,REQUIRED TO ~~U ~
CONTROL EROSION ON ALL DISTURBED SLOPES BEFORE THE
ESTABLISHMENT OF PERMANENT VEGETATION. PERMANENT SEEDING RATE ~ o
SPECIES DATES D E ITH SE TION 02930. (LB/ACj, SHALL BE PERFORMED IN ACCOR ANC W C
z
THE CONTRACTOR, SHALL DO MAINTENANCE NECESSARY TO KEEP . RYE t~ ~ ~ °v
.120 DEC 1 -APRIL 15 PERMANENT SEEDED AREAS IN A SATISFACTORY CONDITION UNTIL ,(GRAIN) H
TURNED OVER TO TtIE CARE OF THE OWNER`S PERSONNEL. THIS INCLUDES REPAIRING WASHES AND ADDITIONAL PERMANENT
KOBE * 50 DEC 1 -APRIL 15 SEEDING WHERE A STAND OF GRASS HAS NOT BEEN ACHIEVED. ~1 w o
LESPEDEZA ~
Q W ~
GERMAN 40 APRIL 15 -AUGUST 15 W
:MILLET
Q ~ t„)
RYE
120 AUGUST 15 --DEC 30 (GRAIN)
W
* OMIT ANNUAL LESPEDEZA WHEN DURATION Q
OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE.
DESIGNED: KAN
QETAILED: KN
SOIL AMENDMENTS: CHECKED:
LL W RECOMMENDATIONS OF SOIL TESTS OR APPLY FO 0 APPROVED:
2,000 LBJACRE, GROUND AGRICULTURAL LIMESTONE AND 50 LB .ACRE 10-10.10 FERTILIZER WINTER OR EARLY DATE:
7 1 SPRING/SUMMER OR 1, 000:LB/ACRE.10-10.10 FERTILIZER j 0 112 i
(!~ALLj ,
IF THIS BAR`DOES NOT
MULCH: ` MEASURE i" THEN DRAWING iS
LB ACRE STRAW. ANCHOR STRAW BY TACKING .APPLY 4,004 NOT TO FULL SCALE
I PHALT NETTING OR A MULGN.ANGHORING TOOL.. W TH AS , : A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED P~oJECr r~o.
` AS A MULCH ANCHORING TOOL. 162902
m
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N ~ N
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~asehne drawings are based upan several assumptions regarding the sequence of constn~ct~on and ~ ~ a 4 ~
General Geotechnical Baseline Notes.. 3. The Geot,~chnical Baseline dr the means and methods, and wor 1. The Geotecbnical Baseline drawings (Drawings E-1 & E-2) establish a contractual statement of the subsurface described herein will be influenc conditions, referred to as the baseline conditions: Drawings E-1 and E-2 entitled "Geotechnical Baselines" should be and therefore behavior may vary
is and workmanshi to be em to ed b the Contractor. The behavior of subsurface materials as ~~~',`~°`iN~`°``°°~~, ?~~4w+4 ~ycauca ~ ss~ 9 p pY Y
' thads selected anduse Burin const~Gtianb the Contractor 5~~~:~ ° ~e ~luenced by the means and me g y ~ ~ ~G
r ma v from that described in this re ort, The Contractar must evaluate the soil rock, and ~ ~ ~ ~ ` ~ °Q :
~s described herein as they relate ta, and interact with, the means methods selected by tie '`'`-6°'e,°,s„qp:,,j,,,;°~'~~
considered equivalent statements to those conventionally provided in a Geotechnical Baseline Report (GBR). The purpose groundwater conditions describ of the Geotschnical Baseline drawings is to: Caniractor far construction.
.ctian
-I'~ a~ a
~
~i~ voa~
a. Set baselines-for geotechnical conditions and material behavior anticipated to be encountered during HDD 4. Any conflict between the Geo pipeline construction (including entry and exit pits); raised and discussed with ~e O the Owner that the baselines wit b. Identify important construction considerations,project constraints, and requirements that need to be addressed modification during the bid phas by the Contractors during. bid preparation and construction; and a basis for dispute. Vn the Geotecb~nical Baseline drawin s and the Contractor's ro used mews and methods must be ~ ~ ~ " N g p c ~ N
with the owner Burin the bid base tier to award of Contract, Failure afthe Contractor to inform ~ ~ g p p oho
relines with respect to the Contractor's proposed means and methods are mvahd or require ~ ` ~
~e bid base will result m the baseline being enforced as stated ~n the Contract and cannot be used as
~ ~m ~NG1
'0~'
IL
c. Provide guidance to the Owner and ]ris Representatives in adminisiratingthe Contract and monitoring 5. The Geotechnical Baseline dr Contractor performance. Geotechnical Report presents de samples collected during the inv 2. These Geot~chnical Baseline drawings ase the sole documentsfor geotechnical interpretation for this project. The methods, and procedures. Borin interpretation of subsurface conditions discussed on these drawings reflects. the design team's interpolation between Geotechnical Baseline drawings laseline drawin s reference the eochnical Re ort prepared y SE dated l~ovember 24118, The g p
presents details of the field investigation and tq results of the laboratory testing performed on soil
' cri fans ofthe field an labarato testis data ~ Ong the ~.vesugation, mclud~ng detailed des p rY g
u~es? Boris la s and laborata .test results are resented in the eatecbnical Report,The [ °
g g ry p ~Q~
V drawin s and the Ceatechnical Report are included. in the Contract lac entsl If there are any ~ ~ ' o g ~ ~t ~ ~
yen the: Geotechnical Baseline drawings and the: Geotecluucal Repo , the Geatechn~.c~l Baseline w.,
-exploratory borehole data, engineering judgment, past construction experience, and the. owner's atritude toward risk. The inconsistencies between the Geo interpretations made in this report do not necessarily reflect actual site specific ground conditions to be encountered. drawings shall take precedence.
cecedence? ~
w
Assumptions made by the Contractor which are more optimistic ~an the contractual baselines contained herein are made
at the Contractor's risk. The Contractor must recognize and understand that he is responsible for eonditians more 6. Some of the technical concep favorable than the skated baseli~s up to and including. the baseline conditions regardless of assumptions made during the engiueering/engineeringgcolog bid phase. The baselines will be used to judge the merits of any differing site: condition (DSC}claims regardless of bow qualified geoteclvtical engineer the Contractor bids the work carefully review and explain thi is developed prior to submitting calconcepts, terms, and descnpt~ans in this report fallow standarscammonly used in geotechn~cal: ~
' hav ecific mcaldn as the er~in to the work/ idlers should have a ~ Ong geology wlnch a sp g Y p a~
. r r en ' eerie Bola 'st nth ex erien~e in all of the to ics addressed in this;repart ~ ~ w 1 eng~nee o gin g~ p p ~ ~
ex lain this information so that a complete understanding. of the ° a anon presented in this report ~ ~u w p a,
sub~ittin a bid, Q - w
g ~ c7,
ca
gESIGN~t PJH
t~TAIl:Et}: ~
CHECKED:
ApPAOvED:
OA1'E; 1©!1412009
0 tl2 t

IF 7NIS BAH 00ES NOT
ME115EfHE 1° 7MEN .DRAWING IS NOT TO fllCL SCALE'
AF~Q~IECT N0:
X62.902
E~
. . .
-77

l1GUtCCGGUWIx1t D1~fGUAG ~llgtGll?GUts
Foibidd°mg pub t~ Cont<a~or shall. assuage thce fallowing baselines m additionto the G~ieral G~~tecbnical Baseline ~
NotespreaentedonDrawingB•1; ~
i
1SoilBebavior~Baselia~Parametera,-T'he~s~'butionofd~diffcraltmaterialtypespalongt>~aiigaa~ta~ee
shown on Drawing U2.13xcavation from ground surface willbe comprised of Fill, Atluvium, Coastal Plain D~OSits, and
PeedeeFormation~; Thel~seline~ramctasfar:eachoftbemat~ialtypesarepae$entedbdow:
,
L N k Fill; TheFillcans~soflaasetomaliumdense, fine~medium,lighfbrown, andpalearaagesandwitltClay
a~3ilG timundbel~viarfartheFftlinaccardaacewitir~e'l~lman's(boundC(a~c~ion(Teaz~hi;19S4;
modifial by lieua~,1974} will range from "Slow Raveling",above ~ leYd to'~ast Raveling" below. ~ ~
grour?dwaterlevel LossllytheganularF4lwillbe"R.unning"abovethegroandwa~~bleaad"Flowingg"bclow a
thcgravndwatectable~amass.consisgngofSandwi~li~leornofiaea,Thebaselinepope~ti~for:Fi}ltobeused ~ ~ ~ ~
forbiddingpurpas~ are as fellows: N
a, totaluriit. t-1Z0 ~ ~ ~ ~ ltb . . P~ - . ~ ~ ~ .
b; effectiveleofintemalfriction=28' . ~ ' $ ~ F ~ .
c. effecgvc?~teaion =-1~}psf . , ' > " m
~aDN' d SPT "n" valuerarnge(granu~r}=5 bpfto 11 l~pf4'(average-8bpf} c. a ~
Alluvnna;>The AUuvnnn consists of very suftto soft; low plaatciiy (cohesive}, g~yiah olive green, olive g~aY ~ ~ ~ '
oliveb}ackS~andClaywithvariableamoun~aforganicmaterial.;Gmu~behaviorf~thcAJluvumin ~ , ~ ` ~
aceordaacewitb~e~timnelman'sGraundClassificatianw~rangefir?m"S~wRaveling"ebavegmundwaterlevel ~ ~ ~
to "Feat:Raveling" below groundwater level The base)ine properties far Alluviumto be used far hi~lingpurp~
,`~eo hrrh ate as fOllOwa; ,v~ ~
u `totaltmitweigbt=:124pcf ,>~Q~; a~~, Q 4 ~4Q
b. effectiveangleofiateraalfriction . Z~ ~ = N • v fin ~ o m ea:
c. effective:cohesion =l~psf °
2400' d SPT"n°valuerange:(eohes~ve}-:4bpfto3:bpf.(average-l bpi ~
'/',~rrrrtr
so BOAS ENTRY. (PIPE EMTRY) BORE EXIT (PIPE EXIT) a0 lainDepoeits; TheCoaslalPlaindep~itaconsistoffinetocoarse luaseetoverydensc,~ivegrayto. CoestalP ~
(ISOLATIONlSHUT-OFF VALVE) re , :groen~hgray, andyellowishbrownSandswith~littiefrnes.. Gmundbel~aviorf~'~eCoasstall PlaiaDep~itsin ~ ~
c a
15 accerdancewiththcTp~lman'sGmundC)assificatioawillraugefiom"FastRaveling"abovegn~waterlbvel ~ m ~
FILL caaE Few Arv~R be'~l?loyuing"belowgroundwaterlewel, Tb~baselime ' ~esforCoasblPlainAep~itatobeusedfar.bidd~g ~ o 0 v N.OE
io GROUND SURFACE ro ` ~aceasfollows, ~ c
e a. ;tQtalumt:wetght=120pcf -
s - \ b, angleofiinteemalfriction=30' O
. c, colon =4psf ,
o _ ° d 'RPT"n"valuerange (granular}=3 bpfto3Sbpf (average 14bp~ ~ c~
c t
-8 \ \ _ I -6 I
: ThePeedeeFormation con~tsof v looseto dense andfnmto hard ~ ~ Pealee Formaaon ~Y "~Y v~'Y, ~ m
(cohesive),.darkg~ytograyisholiveg~ecnSandwitti~vadableamountsofSil#andSilkwi~variablear~mtsof
\ \ I ' 70 EneSand,Thinlayers(lessthanlfootthick)ofceedshellfra~aen~,andccmentedsaad(saiuHtone}ate ~ 0°
-!0 ~ ' :~esemwitbva~ePeedeeFom~on; CmundbebaviorforthePeedee.Fonnationmae~dancewitbthe ~
- - s~=a5o~ ~ ss=gar ~
Tuanehnan's Cnound Classiftcation will range ~Om "Slow Raveling" above grouterlevel to "Flowing" below m
_ ~ ~ RIVEfi ALLUVI(!M - groundwaterlevel; Thebasehnepmperilea forPealeeFonnatdonmbeu~dforbiddingpurposes areasfollows;
p a totalunitwcigbt=120pcf ' ' ~
..v
- ~ - \ .28 b. effectitiveangleofi~rnalfriction=32'
c, effoctivecobesion =204~f
~ I M M = _ d. , SPT n valaeranSe(coheaive} 12bpftgSO+bpf(average-3Sbpf) .
s HDD BORE PATH c. SPT "n" valued ~ulaz}=4bpf to S(lfl}pbpf(~ 51 hP~ ~ "C~ ~ ~ .
ao \ \ ~ ALIGNMENT so ,
q
-96 2, ComrolofWat~: Highhydmstaticheadswiilbeencountereddaring,HDDeonshnu~ion; Surfacewater~land ~ ~
consttuctionruilli~encountereduptoEl;Sfectaadsignific~ntlyhigherelevationsduringfloodevents. Watertight ~ ~ N
tempararygruundsupportsystemsandconvemianalexcavation sumPPun~i~areaa~q?tebkmediodsaf comrolling ~ ~ ~
M oc
.w ~ COASTAL PLAIN DENOSI TS locetgroundw~er,stnfacewaterrunof~andabatingttdalin8uence. Thegrou~ata:comrolsystemsballbesub~ectto ~ ~
reviewapdapprovalaf.~e~ag~aeer. ~ ~ tr W
-16. ~ ~95
C2=377'-(HADTUS 1800')
3. TomporarSiGroundSupport: EntrypitandExttpit~mporary sapportsystemasuch~.sheetpdes,arsw~ble ~
so ~ ~ -so alternetivewatertightsuppork~ystemsareacceptable,Thetemporarygrmmdsup~tsystanshallbesubjecttothe
C1=37T (R4QIUS 1800'.) \ ' - - - - - - - Engineer'sappmval All'supportsysf8ms shallbedesignedusiagt$ematerialbaselinepropertiesand consi<ucted.to
` maintaingroundaurfacosetdcmentvntbmtbelimitsprovrdedntheConflactDocimaenf8; v
~ ~wW Z
-gp \ ~ 0 B~ 4. SpoilHand6ng;&Disposal; HDD consrtuetionspoilswilibe remavedfromthesitefordisposal Thedisposalofail - I~ ~l" ~
maternalsexcavatalaudgenerateddaringconstn~tionisthereapon~biGty.oftheC~nt~ctor,Forbidding~pntposes LLB y~j
_g6
contaaninatedmatcrials(soi[a~lgmundwater)unlln~~paa~ntw~~een~lpit,~ntpit,andthel:IDD.excavation
envelope, LIL ~ ~
-~o 5 PEE DEE FORMATIOI.V ~y~
S Obsttucilon6; Anobs~uctionre defiuedas "anahuallyoccurringormanrnadeoblect, suchaswood, c~ncr~e
~ BORE DIRECTION -as
fragarents, or~hayiugadumaetergreaterthan 1~3 aftheeborediameter,fbatliesenarcelyarpartudtyvu~mthe
PULLBACK DIRECTION excavationwneandinsthe:pmgressofexcavation".ForbiddingPurpposes,theGontractarslrouldassumethatno
.Ba ohstru~ians will be encotmtored. oasroxm:
52=1219' a~rarlm: ~
6 SurfaceCondition~: The ~urfaeeoonditionsonthecasternendofdicFIDD aGgnment(borec>tit} compriseof soft ;
' ptpp Y+pp Itpp 8+00 8+~ 10+00 12 00 74+00. 9BM0. :.18x00 ZO+QO 22+00 24+00 26+00 `28+~ 90!'00 marshygrouadwithintheCapeFearRiveresUaarywhichisinundatedbywa~ras~rminedbytlaetidalconditian6 gym:
Cara: io~i~~zoos (variesbasedupondamandtime}. The sur6eeconditionsatthew~ernendoftheBDDa6gonrent(6areentry}
o. 'jz ,r of frtm,stabledrygrout~. ~
CRPE FEAR 'RIVER CROSSING ~ WATER LEVEL DOES NOT REFLECT TIDAL INFLUENCE xF nrrs rr~w rays h?or
scn~.e r ,`2op~.o. sca~.E: r=to' [BASELINEPROPERTIESAREESTIMATED•CHAI~GESMAYBEMADEBASEDUP4NRECEIPTOP ~ tm Feu!! IS
_ LABORATORY:TESTINGRESULTS] pRa/'ECF NO:
16292

~7