140-08 OVERSIZED PLANS

ILAo-- 0A

GENERAL NOTES
1. SAFETY
REV.NO,
A. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS FOR THE SAFETY OF EMPLOYEES
ON THE PROJECT AND SHALL COMPLY WITH ALL APPLICABLE PROVISIONS OF FEDERAL, STATE
AND LOCAL SAFETY LAWS AND BUILDING CODES TO PREVENT ACCIDENTS OR INJURY, THE
CONTRACTOR SHALL ERECT AND PROPERLY MAINTAIN AT ALL TIMES ALL NECESSARY
SAFEGUARDS AND BARRICADES FOR THE PROTECTION OF EMPLOYEES ON THE WORK AND
SAFETY OF OTHERS EMPLOYED NEAR THE WORK AND THE PUBLIC. FURTHER, THE
CONTRACTOR SHALL POST DANGER SIGNS AND OTHER WARNING DEVICES TO PROTECT
INDIVIDUALS FROM BEING INJURED IN THE VICINITY OF THE WORK,
B, THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE O,S,H,A, SAFETY REQUIREMENTS. THE
CONTRACTOR SHALL INSURE ALL WORK PROCEEDS IN ACCORDANCE WITH O.S.H.A,
REQUIREMENTS FOR SAFETY TRENCHING, EXCAVATION, AND CONFINED SPACE ENTRY
PROCEDURES.
C. THE CONTRACTOR SHALL PROVIDE ADEQUATE EQUIPMENT AND FACILITIES AS ARE NECESSARY
AND REQUIRED TO PROVIDE EMERGENCY FIRST AID TO ANY PERSON WHO MAY BE INJURED IN
THE PROSECUTION OF THE WORK UNDER THIS CONTRACT.
DESCR!
2. PROTECTION OF WORK
A. NO RECORD DRAWING (AS —BUILT) INFORMATION IS AVAILABLE FOR EXISTING BURIED JTILITIE`
THE CITY OF JACKSONVILLE, EXISTING UTILITY LOCATIONS SHOWN ON THE PLANS ARE BASES
ON FIELD INFORMATION PROVIDED BY VARIOUS UTILITIES AND CITY OF JACKSONVILLE,
CONTRACTOR SHALL VERIFY LOCATIONS BEFORE BEGINNING WORK.
B, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE PROTECTION OF ALL
BUILDINGS, STRUCTURES AND UTILITIES (BOTH PUBLIC AND PRIVATE), INCLUDING POWER POLL:::
SIGNS, UTILITY SERVICES, WELL SITE AND TREATMENT PLANT YARD PIPING, WATER MAINS,
HYDRANTS, SEWERS, FORCE MAINS, STORM DRAINS, BURIED ELECTRICAL OR CONTROL WIRES,
AND TELEPHONE CABLES WHETHER OR NOT THEY ARE SHOWN ON THE CONTRACT DRAWINGS
C. THE CONTRACTOR SHALL CAREFULLY SUPPORT AND PRGTECT ANY UTILITIES, STRUCTURES, P'::1:
LINES, AND CONDUITS WHICH MAY BE ENCOUNTERED DURING COMPLETION OF THE WORK, AI',,l
DAMAGE RESULTING FROM THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED BY HIM TO
THE SATISFACTION OF THE ENGINEER AT CONTRACTOR'S EXPENSE,
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200 MacKenan Court, Suite 20C
Cary, North Carolina 27511
Phone: [phone], Fax: [phone]!
AAD002667 EB0005691
www.mckimcreed, com
3. BURIED UTILITIES
A, THE CONTRACTOR SHALL NOTIFY THE "NORTH CAROL.INA ONE —CALL CENTER" AT 1-800--632-4949 AND THE CITY OF JACKSONVILLE UTILITY DEPARTMENT TWO WEEKS
PRIOR TO EXCAVATING IN CONSTRUCTION AREAS IN ORDER TO LOCATE BURIED UTILITIES WHICH MAY OR MAY NOT BE PRESENT. NO EXCAVATION IS AUTHORIZED UNTIL
AFTER UTILITY LOCATORS HAVE MARKED ALL EXISTING UTILITIES,
B, UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE ONLY, THOSE SHOWN ON THE DRAWINGS ARE BASED ON THE BEST AVAILABLE INFORMATION. PRIOR TO
BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY OWNERS OF ADJACENT UTILITIES WHEN COMMENCEMENT OF THE WORK MAY AFFECT THEM. ALL DAMAGE,
INJURY OR LOSS TO ANY PROPERTY OWNER OR UTILITY, DUE TO ACTIONS BY THE CONTRACTOR, OR ANY SUBCONTRACTOR, SHALL BE REPLACED OR RESTORED TO AT
LEAST ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE, THE CONTRACTOR'S DUTIES AND RESPONSIBILITIES FOR THE SAFETY AND PROTECTION OF THE WORK
SHALL CONTINUE UNTIL SUCH TIME AS ALL THE WORK IS COMPLETED AND THE ENGINEER HAS ISSUED A NOTICE TO THE OWNER AND THE CONTRACTOR AS DESCRIBED
HEREIN THAT WORK IS ACCEPTABLE AND FOR A PERIOD OF TWELVE MONTHS THEREAFTER.
C. THE CONTRACTOR SHALL EXCAVATE TEST PITS AS REQUIRED TO LOCATE EXISTING UTILITIES. THESE SHALL BE EXCAVATED TO LOCATE BURIED UTILITIES AND TO
DETERMINE EXACT LOCATIONS AND/OR MATERIALS OF EXISTING UTILITIES, SOME HAND EXCAVATION MAY BE NECESSARY TO PROTECT UTILITIES, TEST PITS SHALL BE
PITS REQUIRED OR NECESSARY BY THE CONTRACTOR SHALL BE INCLUDED IN THE VARIOUS PRICES BID FOR THE OTHER BID ITEMS, EXCAVATED AT LEAST TWO (2) WEEKS PRIOR TO CONSTRUCTION OF A PARTICULAR ITEM OF WORK SO THAT DESIGN REVISIONS MAY BE MADE IF REQUIRED, ALL TEST
D. THE CONTRACTOR IS RESPONSIBLE FOR ALL DAMAGE TO EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR REPAIR OF ANY SUCH DAMAGE AS QUICKLY AS POSSIBLE,
AT HIS OWN EXPENSE, THE CONTRACTOR SHALL MAINTAIN A SUPPLY OF REPAIR MATERIALS AND PIPE ON THE JOB SITE AT ALL TIMES IN ORDER TO MINIMIZE THE
INCONVENIENCE CAUSED BY SUCH DAMAGE.
E. ALL PRESSURIZED PIPING INSTALLED AS PART OF THIS WORK SHALL BE RESTRAINED TO PREVENT BLOW —OFF AT ALL TEES, VALVES & FITTINGS, ACCEPTABLE RESTRAINT
TECHNIQUES INCLUDE THRUST BLOCKS OR MECHANICALLY RESTRAINED PIPING IN ACCORDANCE WITH THE DETAILS HEREIN AND SPECIFICATIONS
4. CONSTRUCTION
A.
PROPOSED
CONCENTRATE
CROSSING
STORM DRAIN PIPES SHALL BE INSTALLED
UNDER THE STORM DRAIN PIPE WITH ONE FOOT VERTICAL CLEARANCE,
B.
PROPOSED
CONCENTRATE
INSTALLED
ACROSS DP CHES SHALL MAINTAIN THREE
FEET MINIMUM COVER,
C, EROSION CONTROL SHALL BE PROVIDED BY THE CONTRACTOR, IN ACCORDANCE WITH CONTRACT DOCUMENTS, EROSION CONTROLS SHALL BE IN PLACE PRIOR TO
CONSTRUCTION. ALL DISTURBED AREAS ARE TO BE IMMEDIATELY STABILIZED,
D. THE CONTRACTOR SHALL SUPPORT UTILITY POLE.; AS NECESSARY, COST OF UTILITY POLE SUPPORT WILL NOT BE PAID SEPARATELY, COST OF THIS WORK SHALL BE
INCLUDED IN THE VARIOUS PRICES BID FOR OTH_ R BID ITEMS,
E. ACCESS TO RESIDENCES AND BUSINESSES SHALL BE MAINTAINED AT ALL TIMES,
F. ALL STREETS SHALL BE CLEANED DAILY,
G, ALL DISTURBED DITCH LINES SHALL BE RESHAPED, RESEEDED, MULCHED AND TACK COAT APPLIED,
H. CONTRACTOR SHALL INSTALL PROPOSED CONCENTRATE LINES USING OPEN CUT OR HORIZONTAL DIRECTIONAL DRILL (HDD) PROCEDURES AS SHOWNON ON THESE
DRAWINGS
5, SITE WORK
A. EXISTING LANDSCAPING, AND WETLAND ELEVATIONS DISTURBED SHALL BE RESTORED TO A CONDITION AT LEAST AS GOOD AS THEIR ORIGINAL CONDITION,
B, ALL EXCESS MATERIAL SHALL BE DISPOSED OF 0._F SITE UNLESS OTHERWISE APPROVED BY THE OWNER, A COPY OF A WRITTEN AGREEMENT BETWEEN THE
CONTRACTOR AND THE DISPOSAL SITE OWNER SHALL BE SUBMITTED TO THE ENGINEER BEFORE ANY MATERIAL IS REMOVED FROM THE SITE.
C, IN AREAS WHERE NEW STRUCTURES ARE TO BE CONSTRUCTED, EXISTING SUBGRADE SOILS MUST BE EXAMINED BY THE ENGINEER TO DETERMINE THE NEED FOR
ADDITIONAL EXCAVATION OR COMPACTION PRIOR TO CONSTRUCTION.
D. COMPACTION TESTING IS REQUIRED IN ALL LOCATIONS WHERE BURIED PIPING IS BEING INSTALLED, THE COST OF SUCH TESTS WILL BE CONSIDERED INCIDENTAL TO THE
WORK AND NO SEPARATE PAYMENT FOR THIS WORK WILL BE ALLOWED,
6, RECORD DOCUMENTS
A, ALL BURIED UTILITIES ENCOUNTERED SHALL BE DOCUMENTED WITH DEPTH AND THREE (3) TIES TO SURFACE FEATURES AND SHOWN BY THE CONTRACTOR ON RECORD
DRAWINGS,
B. NEW PIPING, UTILITY LINES AND VALVES SHALL BE ACCURATELY PLOTTED ON THE RECORD DRAWINGS WITH TIES TO STRUCTURES AND BUILDING S4,
C. CONTRACTOR MONTHLY INVOICES WILL NOT BE APPROVED FOR PAYMENT UNTIL HE PROVIDES EVIDENCE THAT AS —BUILT DATA HAS BEEN UPDATED TO REFLECT ALL
WORK TO DATE,
D. CONTRACTOR SHALL SUBMIT FINAL RECORD DRAWINGS PRIOR TO THE OWNER'S ISSUANCE OF THE SUBSTANTIAL COMPLETION CERTIFICATE,
E. ANY FIELD CHANGES SHALL BE APPROVED IN ADVANCE BY THE ENGl`.EER AND SHALL BE ACCURATELY REFLECTED ON THE CONTRACTOR'S RECORD DRAWINGS,
7. CONSTRUCTION LAYOUT
A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR C``�%�T�UCTION LA" _-
8. SEQUENCE OF OPERATION
A, CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL CONSTRUCT _-CTIIITIES WITH THE ENGINEER AND THE CITY OF JACKSONVILLE,
9, WORK AROUND OVERHEAD HIGH VOLTAGE LINES
A. THE CONTRACTOR SHALL COMPLY WITH THE FOLLOWING PROVISION` REQUIREMENTS WHEN WORKING AROUND OVERHEAD OR HIGH VOLTAGE LINES:
1) CONTACT THE ELECTRIC UTILITY 48 HOURS PRIOR TO COMMEN'_ _ ',DRK IF THE CONTRACTOR'S TOOLS OR MATERIALS WILL INTRUDE TO WITHIN SIX (6) FEET OF AN
OVERHEAD POWER LINE,
2) CONTACT THE UTILITY 48 HOURS PRIOR TO COMMENCING WORK IF EQUIPMENT SUCH AS CRANES OR DERRICKS WILL BE OPERATED WITHIN TEN (10) FEET OF AN
OVERHEAD POWER LINE.
3)
POST AND MAINTAIN WARNING
SIGNS WITHIN
AND
ON THE OUTSIDE OF EQUIPMENT
OPERATING
NEAR AN OV=RHEAD HIGH VOLTAGE LINE.
4)
THE RESPONSIBLE PARTY FOR
COORDINATING
AN-
ADVISING THE POWER COMPANY
SHALL BE
THE CONTRACTOR,
5) THE CONTRACTOR'S COST FOR UNDERTAKING THE ABOVE LISTED MEASURES AS WELL AS ANY ADDITIONAL MEASURES REQUIRED BY THE POWER COMPANY AND
ASSOCIATED COSTS INVOICED BY THE POWER CO3lA�PANY SHALL BE CONSIDERED INCIDENTAL TO THE WORK AND NO SEPARATE PAYMENT FOR THIS WORK WILL BE
ALLOWED,
10. MOBILIZATION AND STAGING
A CONTRACTOR STAGING AREA AND VEHICULAR ACCECONCENTRATE DIFFUSER CONSTRUCTION SITE SHALL BE COORDINATED WITH THE ENGINEER AND OWNER PRIOR
TO MOBILIZATION,
S ON V11- -�
CITY
OF JACKSONVILLE
ANOFILTRATION
WATER TREATMENT
�'lar PLANT
4
MG\S
CITY OF JACKSONVILLE
`v'ATER SYSTEM IMPROVEMENTS
CONCENTRATE DIFFUSER
DIFFUSER AREA MAP &
GENERAL NOTES
DATE:
December 2007
VICE PROD.
# 0348-0012
I DRAWN
JHE
DESIGNED
JJH
CHECKED
DMH
PROJ, MGR,
KCF
SCALE
HORIZONTAL:
NA
VERTICAL;
NA
A TU S:
RELEASED FOR
REGULATORY REVIEW
M&C FILE NUMBER
G002
DRAWING NUMBER

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INSIDE DIAMETER
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ALTERNATE
INV.
INVERT
AL.
ALUMINUM
IR
IRON ROD
__ _-__ . _ ___
FACILITIES
ANCH,
ANCHOR
J,B,
JUNCTION BOX
APPROX.
APPROXIMATE
JT.
JOINT
GATE VALVE
AWL
AVERAGE WATER LEVEL
LG,
LONG
BUTTERFLY VALVE
B-B
BACK TO BACK OF CURB
L
ANGLE
BALL VALVE
BC/BOC
BACK OF CURB
LWL
LOW WATER LEVEL
BLDG.
BUILDING
MAX.
MAXIMUM
PLUG VALVE
BLVD.
BOULEVARD
MAINT.
MAINTENANCE
CHECK VALVE
BM,
BOT,
BEAM
BOTTOM
MBR
MEMBRANE BIOREACTOR PACKAGE PLANT MCC
REDUCER
C
MOTOR CONTROL CENTER
CHANNEL
MH
MANHOLE
CHAIN LINK FENCE
C.
C,B.
CONDUIT
CATCH BASIN
MIN.
MG
MINIMUM
__
R/W LINE
HEM.
CHEMICAL
MJ
MILLION GALLON(S)
MECHANICAL JOINT
PROPERTY LINE
CI
CURB INLET OR CAST IRON
CENTERLINE
N.T,S,
NOT TO SCALE
PROPERTY LINE INSET
NO./#
NUMBER
CMU
CONCRETE MODULAR UNIT
NPW
NON -POTABLE WATER
BORING LOC ATIONS
CO
COL.
CLEAN OUT
COLUMN
O.C.
ON CENTER_.__
,_
FIRE HYDRANT
0 H ELEC
OVERHEAD ELECTRICAL
CONN.
CONNECTOR/CONNECTION
PC
POINT OF CURVATURE
MANHOLE
CONC.
CONCRETE
P.D.
POSITIVE DISPLACEMENT
` ~� :�
POWER POLE
Cu.
COPPER
P/L
PROPERTY LINE
DBL.
DOUBLE
PP
POWER POLE
0
CLEAN OUT
DET.
DISCH.
DETAIL
DISCHARGE
PRC
P.S.
POINT OF REVERSE CURVATURE
PUMP STATION
CLAY ANTI -SEEP COLLAR
DIA./O
DIAMETER
PT
POINT OF TANGENCY
}
DI
DUCTILE IRON
PVC
POLYVINYL CHLORIDE
�_1_�
_._.
CURB AND YARD INLETS
DIP
DUCTILE IRON PIPE
PROP.
PROPOSED
WATER BIB
DN.
DOWN
P.V.
PLUG VALVE
EA,
EF
EACH
EXHAUST FAN
RAS
RETURN ACTIVATED SLUDGE
SILT FENCE
R.
RADIUS
E.F.
EACH FACE
RCP
REINFORCED CONCRETE PIPE
TREE PROTECTION FENCE
E.W.
EACH WAY
REF.
REFERENCE
EFW
EFFLUENT FLUSHING WATER
REINF,
REINFORCED/REINFORCING
DESIGNATED WETLANDS
L.
ELEVATION
REQ'D
REQUIRED
ELEC.
ELECTRICAL
RESTR.
RESTRAINED
EOP
EDGE OF PAVEMENT
R/W
RIGHT---OF-WAY
- -
DESIGNATED MARSH LANCES
ETC.
EXIST.
AND SO FORTH
EXISTING
RW
SCH,
RAW WATER
SCHEDULE
NEW PAVEMENT 8" STONE
EXP.
FH
EXPANSION
FIRE HYDRANT
SL.
SLUDGE
r »
.�E
BA & 2 I-2
N
SQ.
SQUARE
FL
FLANGE(D)
S.S.
S/W
STAINLESS STEEL
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STONE SURFACE
FLR.
FLOOR
SYM.
SYMMETRICAL
6" CABC
FRP
FIBERGLASS REINFORCED PLASTIC
TO
TOP OF
GALV.
GA.
GALVANIZED
GAUGE
TOC
TOP OF CONCRETE
NEW 5' CONCRETE SIDEWALK
G.S.
GALVANIZED STEEL
TP
TOW
TOP OF PAVEMENT
TOP OF WALL
TO BE ADDED
GR. GRD.
GRADE
T&B
TOP & BOTTOM
HB
HOSE BIB
THK.
THICK
GRAVEL SURFACE
HP
HIGH POINT
TYP
TYPIC4,L
H/R
HANDRAIL
VERT.
VERTICAL
``°'
TREELINE
HWL
HIGH WATER LEVEL
W/
WITH
WB
WATER BIB
CURB & GUTTER
W/L
WATER LINE
W.L.
WATER LEVEL
- -
GRADING CONTOURS
WAS
WASTE ACTIVATED `.SLUDGE
WWF
WELDED WIRE FABRIC
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200 MacKenan Court, Suite 200
Cary, North Carolina 27511
Phone: [phone], Fax: ; 9 1 9)233—
AA0002667 EB0006691
www.mckimcreed.com
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CITY OF JACKSONVILLE
WATER SYSTEM IMPROVEMENTS
CONCENTRATE DIFFUSER
LEGEND, ABBREVIATIONS,
AND STANDARD SYMBOLS
DATE:
December 2007
MCE PROJ,
0348-0012
DRAWN
JHE
DESIGNED
JJH
CHECKED
DMH
PROD. MGR.
KCE
Ot"
JAry g g 2008
MOr°head City pCM
SCALE
HORIZONTAL:
NA
VERTICAL:
NA
M&C FILE NUMBER
G1G3
DRAWING NUMBER
STATUS: RELEASED FOR REVISION
REGULATORY REVIEW 9

SEAL
CA
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200
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Phone: [phone], Fax: «i9)233-
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CITY OF JACKSONVILLE
.�"ATEF'x SYSTEM IMPROVEMENTS
CONCENTRATE DIFFUSER
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SCALE i
SCALE
A L E
f M&C FILE NUMBER
1
I C0501
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14,0RIZEINTAL
IZ El TAL
DRAWING NUMBER
= 1201
V V CA
ERTICAL;
NA
TATUS:
RELEASED FOR REVISION
REGULATORY REVIEW

DIRECTIONAL DRILL PROFILE VIEW
HORIZ, SCALE: 1 50'
VERT, SCALE: 1 " = 5'
!CIQV& ("�REED
4W
200 MacKenan Cour ,., Suite 200
Cary, North Carolina 27511
Phone: [phone], Fax: (919)2 j3-P-' - -
AA0002667 EB0006691
www,mcki:• c_reed,cor
GX4'50N V l j
CITY OF JACKS O IVILI..L
WATER SYSTEM n
. IMPROVEMENT
1.,. r t.t•ifi 1I ��.�
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CITY OF JACKSONVILLE:
WATER SYSTEM IMPROVEMENTS
CONCENTRATE DIFFUSE
DIRECTIONAL DRILL
DATE: December 2007
MCE PREJ. # 0348--0012
DRAWN
JHE
DESIGNED
JJH
CHECKED
DMH
PROJ. MGR.
_ KCE
17+t-------- ---
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SCALE M&C FILX NUMBER
r CU70
HORIZONTAL DRAWING NUMBER
AS SHOWN
VERTICAL:
NA
-us: MELEASED FOR R77
REGULATORY REVIEW

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4
E
02, 6
NGIN
E
DIFFUSER PROFILE VIEW
HORIZ, SCALE: 1 " = 30'
71
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200 MacKenan Court, Suite 200
Cary, North Carolina 27511,
Phone: [phone], Fax! (919)233-80T
AA0002667 EB0006691
v�ww.mcklrncreed,com
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CITY OF SAC 'All -LE
WATER SYSTEM
kL IMPROVEMENTS
CITY OF Jam, ____'XSONVILLE
vJATER SYSTEM IMPROVEMENTS
ONCENT ATE DIFFUSER_ -
CONCENTRATE DIFFUSER
PLAN & PROFILE
DATE: December 2007
MCE PRIIJ # 0348-0012
DRAWN JHE
DESIGNED JJH
CHECKED DMH
PROJ. MIGR. KCE
RIG
JAN 2 2 2008
Morehead
%J"y DCA4
S ,-ILE
Y' 8 F;l F NUMBER
U
CU702
HORIZONTAL-:
�D R �jAW 1 N 6
M B ER'
AS SHOWN
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VERTICAL-:
NA
ATUS� RELFASED FOR REVISION
REGULATORY REVIEW

172 LF
DIFFU
1 2>P
3" NOZZLE (TYP 30)
5" CONCRETE
11N 600 LBS
30)
SCALE: %`2" = 1 `-0"
" R ER ENERGY LAIERN (TYP; 2)
1.0 -----PILING SECTION VIEW
N,T.S
NWL = 0'
3" NOZZLE (TYP 30)
32"X36"X8,5" CONCRETE COLLAR
MIN
16" ID HDPE
EL,
= -5.0' ALL
600 LBS EA (TYP
30)
30
NOZZLES
— —` VARIES BASED ON
r� /''� LOCATION
j L«ll jj `
2'_ I�3. C7,> Ta
�w BOTTOM OF RIVER
,>
aC----DIFFUS R DETAIL SECTION VIE
SCALE. X2" = 1'--0"
- -_ - 02
- -- - - NGI N�
tV.NO. DESCRIPTIONS DATE �� jrrrrrrrrnirti�}ti` � Ate,
- -P
READS "SUMBERGED MANGER DIFFUSER" (TYP, 2)
DISTANCE TO BE APPROVED
BY THE ENGINEER PRIOR
TO SI-ART OF WORK
iR. BORE MACHINE
BORE MACH INE_—/
AND RODS
SELF-RESTRAINEC PE%MJ ADAPTERS, NSF
APPROVED FOR POTABLE WATER WITH SST
SLEEVE INSERTS AS MANUF. BY JCM OR
APPROVED EQUAL. ADAPTER BY CENTRAL,
DRISCO, PIPE OR APPROVED EQUAL.
ADAPTERS TO BE SDR 11 (TYP. BOTH
ENDS.) SEE "PE/`.)IJ TRANSITION" DETAIL,
NOTES:
1. A PROFILE AND PLAN SHALL BE PROVIDED FROM ENTRY TO EXIT FOR EACH DIRECTIONAL BORE
SECTION BY THE DIRECTIONAL BORE CONTRACTOR.
2. ALL BORE SECTIONS SHALL BE HYDROSTATICALLY TESTED PER SPECIFICATON STANDARDS UPON
COMPLETION OF INSTALLATION AND PRIOR TO PLACING THE WATER MAIN ON-LINE,
3. LENGTH OF CROSSING, LOCATION OF INSPECTION/OBSERVATION EXCAVATION, NUMBER OF P.E.
PIPE JOINTS, LOCATION OF BORE MACHINE, AUGER ENTRANCE LOCATION, AND TIE-IN POINTS
ARE TO BE APPROVED BY THE ENGINEER PRIOR TO ANY START OF WORK.
4. THIS DETAIL IS ALSO APPLICABLE TO STREAMS, WETLANDS, LARGE STORM DRAINS, AND SIMILAR
APPLICATIONS FOR DIRECTIONAL BORE WITH POLY- ETHYLENE PIPE.
5. THE BORE DEVELOPED FOR THE LEAD IN END OF THE PIPE SHALL BE KEPT AT A MINIMUM
DIAMETER FOR THE PIPE INSTALLATION. THE LEAD IN END SHALL BE PULED THROUGH WITHOUT
THE M.J. FLANGE ATTACHED FOR LARGER THAN 6" PIPE INSTALLATIONS, THE M.J, FLANGE FOR
SAID LEAD IN END SHALL BE INSTALLED AFTER THE PIPE INSTALLATION WITH THE USE OF A
SPLIT M.J. FLANGE PER THE DETAIL. ON THIS DRAWING.
771
V
WMMCUED
200 MacKenan Court, Suite = _
Cary, North Carolina 27511
Phone: [phone], Fax:
AA0002667 EB0006691
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I
cnE)n 1 'Zrnn c
HDPE/PVC TRANSITION ASSEMBLY
SCALE: NOT TO SCALh
o(F,
F
PRE —ASSEMBLY
/*77^..
CABLES, WATER/--y
SEWER LINES (TYP,)
TYPICAL DIRECTIONAL BORE
(AWWA C906, SDR 11 MIN,
OR APPROVED EQUAL.)
ASSEMBLED
PE; 41 TRANSITION ASSEMBLY
SCALE: NOT TO SCALE
NC-E 1
SEE NOTE 3
0X SPACING FOR
TH MEASUREMENT
LAGOON
NOTE 1
EXISTING GRADE —A
1300-C:
)R
QUAL
A) HDPE PIPE.
B) HDPE/NIJ TRANSITION FITTING
C) HDPE FUSED JOINT
D) SPLIT MJ GLAND
E) MJ RUBBER GASKET
F) SST SLEEVE INSERT
G) TIE RODS
H) BELL RESTRAINT RING
A) HDPE PIPE
B) HDPE/MJ TRANSITION FITTING
C) HDPE FUSED JOINT
D) SPLIT MJ GLAND
E) MJ RUBBER GASKET
F) SST SLEEVE INSERT
G) MJ TAPPED CAP
TIE-IN LOCATION FUSE
LAST DIRECTIONAL DRILL
SECTION TO HDPE
DIFFUSER HEADER
TYPICAL DIRECTIONAL BORE FOR POLYETHYLENE (PE) PIPE
SCALE: NOT TO SCALE
..-.��. ..,.... ._._mac-_.- ...:;—:..
SON V [L
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CITE` OF J SONVILLE
9
it y
WATER SYSTEM
404
IMPROVEMENTS
CITY OF JACKSONVILLE
NATER SYSTI IMPROVEMENT
CONCENTRATE DIFFUSER.
DIFFU",:_3ER DETAILS
5'
NEW RIVER
Moreheac ci
SCALE M&C FILE NUMBED
y C
NHORIZONTAL: DRAVING NUMBER
AS SHOWN
VERTICAL:
NA

SEEDING -,,SCHEDULE
STABILIZATION GRASS
EMBANKMENT, SHOULDERS, SIDE DITCHES, SLOPES (MAX, 3I1)
PATE�
TYPE
PLANTING RATE
AU& 15
- NOV, I
TALL FESCUE
300
LBS/ACRE
NOV, 1
MAR. I
TALL FESCUE
300
LBS/ACRE
& ABRUZZI RYE
25
r
LBS ACRE
MAR. 1
- APR. 15
TALL FESCUE
300
LBS/ACRE
APR. 15 -
JUN. 30
HULLED COMMON BERMUDAGRASS
25
LBS/ACRE
JUL, I
- A UG . 15
.TALL FESCUE AND
120
LBSlACRE
WNW BROWN70P MILLET
35
LBS/ACRE
MINN OR SORGIlUM - SUDAN HYBRIDS
30
LBS/ACRE
SHOUL lid a. SIDE DITCHES. SLOPES (3;1
MAR.1
- JUN, 1
SERICEA LESPEDEZA (SCARIFIED)
50 LBS/ACRE
&
(MAR, 1 -
APR, 15)
ADD TALL FESCUE
120
LBS/ACRE
(MAR, 1 -
JUN. 30)
OR ADD WEEPING LOVERGRASS
10
LBS/ACRE
(MAR,1 -
JUN, 30)
OR ADD HULLED COMMON BERMUDAGRASS
25
LBSJACRE
JUN. 1
- SEP, 1
X w TALL FESCUE AND
120
LBS/ACRE
WNW BROWNTOP MILLET
35
LBS/ACRE
WNW OR SORGHUM - SUDAN HYBRIDS
30
LBS/ACRE
SEP.I
- MAR. 1
SERICEA LESPEDEZA (UNHULLED - UNSCARIFIED)
70
LBS/ACRE
AND TALL FESCUE
120
LBS/ACRE
NOV. I
-- MAR. I
ADD ABRUZZI RYE
25
LBS/ACRE
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL IN- FORMATION
CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS, THE ABOVE VEGETATION RATES ARE
THOSE WHICH DO WELL UNDER LOCAL CONDITIONS, OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE,
NW TEMPORARY -- RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION, DO NOT
ALLOW TEMPORARY COVER TO GROW OVER 12' IN HEIGHT BEFORE MOWING,OTHERWISE FESCUE MAY BE SHADED
OUT,
Fall Permanent Seeding
August 15 - November 1
Lime
2 tons/oc
5-10--10 Fertilizer
1000 lbs/oc
0--20--0
500 lbs/oc
Unscaeified Service Lespedeza
60 lbs/ac
Ky--31 Fescue
30 lhs/cat
Rye Crain
25 lbs/ac
*Straw Mulch
2 Ions/ac
Fall Permanent Seeding _. Centipede:
Saprdrnber 1 - FeLruory 28
Lime
2 tons/cc
=er11117 r (low-?itrogen approved for Centipede)
(Appropriate ferhllZer approver}
for centipede application)
Rye Grains
90 lbs/ac
Centipede Seed
15 ibs/ac (oversocded in spring)
*Straw Mulch
2 tons,/ac
Winter Temporary Cover
November 1 - February 23
Lime
- 2 tons /oc
10-10-'.0 Forfilizer
700 lbs,/oc
Oafs
5b lbs/ac
Rye Grain
20 ibs/oc
*Strow Match
2 tans/oc
Spring Permanent Seeding
March 1 - Apr -if 30
Lime
2 tons/ac
5-10-10 FOrtilizer
1000 Ibs/ uc
0-20-0
500 Ibs/uc
carified Sericea Lespedt z€1
50 Ibs,/oc
Ky-31 rescue
..30 tbs/oc
Brownfop Millet
20 Ibs/ac
*Straw Mulch
2 toes/oc
Spring Permanent Seeding - Centipedes
April 1 - July 15
Lime .
_ 2 tons/cc
!=ertilizer (low nitrogen approved for Centipede)
(Appropriate fertllizer approved
for centipede opplir_ation)
Centipede Seed
.90 lbs/ac
Straw Mulch
- 2 tons/ac
Late Spring Permanent Seeding
March 15 - June 30
Lime
2 tons/ac
10-10-10 Fertilizer
1000 Ibs/ae
0-20-0
500 lbs/qc
Scur-ified Sericeo LesPecleao
40 lbs/ac
Common Bermuda Grass (hulled)
8 lbs/ac
-Straw Mulch
2 tons/ac
Summer Temporary Cover
Sure 30 - August 3
Lime _ _
2 tons/oc
10--10-10 Fertilizer
700 Ibs; oc
Browntap Millet
40 ibs/ac
*Straw Mulch _
2 tons/or
NOTES:
7tr Mulch will be doubled if crimping is the method used,
SEED ECIFI _IONS
SEEDBED PREPARATION AND SEED
SPECIFICATIONS-WETLANDS
1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN.
2, AREAS TO BE SEEDED SHALL BE RIPPED AND SPREADED WITH AVAILABLE TOPSOIL 6' DEEP, TOTAL SEEDBED PREPARATION
DEPTH SHALL BE 6" TO 8' DEEP,
3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE SO THAT THEY WILL NOT
INTERFERE WITH ESTABLISHMENT AND MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION, AT
FINISH GRADES, SHALL BE REASONABLY SMOOTH,
4. PROVIDE, AGRICULTURAL LIME AT RATE REQUIRED TO BRING SOIL ACIDITY TO SLIGHTLY ACID - PH 6, ACCORDING TO SOIL
TEST REPORT.
LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURING SEEDBED PREPARATION.
6, PLY'0-26-10 COMMERCIAL FERTILIZER AT THE RATE OF 20 LBS/1000 S.F. FOR WARM SEASON MIX <SEE SCHEDULE).
7, APPLY 10-20-10 COMMERCIAL FERTILIZER AT THE RATE OF 20 LBS/1000 S.F. FOR COOL SEASON MIX
<SEESCHE IIULE),
8. APPLY 10-20-10 COMMERCIAL FERTILIZER AT THE RATE OF 20 LBS/1000 S.F. FOR TEMPORARY COVER CROPS, IN ADDITION
PROVIDE 15 LBS/1000 S.F. OF SUPERPHOSPHATE,
9. THE FOLLOWING IS FOR THE WARM SEASON MIX.
A) ALL WARM GRASS SHALL BE DEBEARDED OR CONDITIONED BY BRUSHING TO CREATE A PRODUCT NEARLY THE
SAME AS DEB AR E DING. THIS AGES NOT APPLY 70 SWITCHGRASS.
B) DISC TWO TIMES TO BREAK-UP CROP RESIDUE AND DIRT CLODS PRIOR TO SEEDING,
C) PACK SOIL TO CREATE A FIRM SEEDBED WITH A CULTIPACKER OR ROLLER,
D) IF A RAIN SHOWER SHOULD FALL AFTER THE SEEDBED IS PREPARED BUT BEFORE PLANTING, BREAK UP ANY CRUST
FORMATION,
E) SEEDING SHALL BE INSTALLED TO A DEPTH OF 1/4' UTILIZING A RANGELAND DRILL OR CONVENTIONAL GRASS
DRILLS, IT IS EXTREMELY PO ANT THAT ETt�T-RF_p LAN j/ ' PTH.
A BRILLON SEEDER WILL BE
ACCEPTABLE,
10. SEED IN ACCORDANCE WITH THE SCHEDULE AND APPLICATION RATES CHART PROVIDED,
It. CONTRACTOR SHALL BE REQUIRED TO RPOVIDE A PERMANENT MIXTURE ACCORDING TO THE SCHEDULE,
DATES
TYPES
RATE
APRIL 1
- JULY 15
WARM SEASON MIX
SWITCHGRASS, CAVE -IN -ROCK,
ALAMO
8
PLS #/ACRE OZ,/1000 S,F.
SMARTWEED
2
BULK #/ACRE
OR.
1 OZ./1000 S.F.
JAPANESE MILLET OR SORGHUM
(MOW PRIOR TO MATURITY)
SUDAN GRASS HYBRIDS
20
LB/ACRE OR
1/2
LBS/1000 S.F.
JULY 16
SEPT.1
TEMPORARY CROP OF JAPANESE
SUDAN GRASS HYBRIDS (TO BE
PERMANENT MIXTURE)
MILLET OR SORGHUM
FOLLOWED BY
20
LB/ACRE OR
1/2
LBS/1000 S.F.
SEPT. 2
- NOV, 1
COOL SEASON MIX
--
REED CANARY GRASS
12
BULK #/ACRE
OR
6 OZ./1000 S.F. _
SMARTWEED
2
BULK #/ACRE
OR
I OZ,/1000 S.F.
NOV. I -
MARCH 31
TEMPORARY CROP OF WHEAT (TO BE FOLLOWED BY
PERMANENT MIXTURE)
40
LBS/ACRE
12. TEMPORARY CROPS MUST BE INCORPORATED PRIOR TO SEEDING OF PERMANENT MIXTURES,
13. COVER CROPS OR TEMPORARY CROPS MUST BE MOWED AT PROPER TIME TO PREVENT SEED HEADS FROM MATURING. WHEAT
MAY BE HARVESTED.
14. GRASS MIX AND TEMPORARY COVERS SHALL BE MULCHED WITH STRAW APPLIED AT THE RATE OF 75 L.BS TO 100 LBS/1000
S.F. USE CLEAN WHEAT STRAW,
15, IF HYDROSEEDED USE VIRG[�PgPER MULCH gNLY,
NOTE, SEED AND ADDITIONAL INFORMATION FOR THE WETLAND MIX AS WELL AS FOR OTHER GRASS AREAS MAY BE
PURCHASED FROM, BUT NOT LIMITED TOi
SHARP BROTHERS SEED COMPANY
ROUTE 4, BOX 237 A
CLINTON, MISSOURI 64735
PHONE, 1-800-451-3779
CONTACT, JEFF HODGES
16, YARDS AND GOLF COURSE LAWN AREAS SHALL BE RETURNED TO EXISTING CONDITIONS AND GRASS MIXTURES.
17, WETLANDS CROSSINGS SHALL BE COVERED WITH 'TERRA JUTE' EROSION CONTROL NETTING OR EQUAL INSTALLED PER
MANUFACTURER DIRECTIONS.
LOCAL DISTRIBUTOR,
WEB TEC, INC,
P.O. BOX 240302
CHARLOTTE, NC 28224
800-438-0027 OR 704-552-6722
B ACKF'JLL-,
4 - TAMP WITH BACKri% IN 2' LIFTS
OPEN TERRAIN
!
S
.
jx 1
r +
6 I Hio K (.RUSHED S fON"F:
OR (,RAVr'.1_ NACKFII-J.
MECHANICALLY COMPACTED
SELEC "AGKFILL, 6" LAYER`_
AD SURFA
TYPICAL T� Z I FILL AND SURFACE REPAIRun_ DETAILS
NOT TO SCALE
SEAL
��,ir,unu;ur;rrnr�
CAR,,,
sro�9�
S AL _
NGM
E, t�
SEAL
SEEDBED PREPARATION
._ F'il IF{R FAHNIC.
\ //_ NIARAFI 100X OR E('40AI FI1.1'ER CLOTH fN V0" 'WIDTH
n r SECURE TO FENCING. EXIEND FABRIC 12" INTO
EXCAVATED TRENCH, Nth BURLAP Wilt. BE P 'RMITTEL
L CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL
CONDITIONS, IF AVAILABLE,
2, RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.-- -- 'VARIABLE AS DIRECTED
C; ED BY PUBLIC SERVI":7S DIREF lTOR
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX `\ N(?€YMr;i.. SPACING '-- D'
MAX-,
\ c C £1
WITH SOIL (SEE BELOW*). REDUCE TO 4'---C" NEAR LOW ARF_AS
5. CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM REASONABLY UNIFORM "<
SEEDBED IS PREPARED 4 T3 6 INCHES DEER---
6, SEED N � F P 0 FRESHLY PREPARED
L D SEEDBED AND COVER SEED LIGHTLY WITH
I7 SEEDING
EQUIPMENT OR CULTIPACK AFTER SEEDING.
=4
7. MU M MULCH IMMEDIATELY AT DI ELY AFTER SEEDING _ AND ANCHOR R
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN / IF WOOD POS IS ARE lisr L)
THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 607 DAMAGED
HIN / FAS IF N F! NC:f 1!!i H JVQ I" I F 5
REESTABLISHED FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. % THAN 9 WIRE 1APLES I t/2"
9, CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION ! LONG_
AFTER PERMANENT COVER IS ESTABLISHED.
,T. WELCED 'WINE F EN(:t. 4" `-a!'At;r-.
r:
TOP h: 70 +iS7R 'R bO M E5 �, . 1
t
E U
%URGE MIN, INTERMEDIATE
WISES ARE 12 1 /2 GUAGE FAIN.
EXTEND
r
EXCAVATED TRENCH
NOTE 1, - SELF--
ASTENING STEEL P05T,3.
-_i DRIVE POSTS 24" INTO -3-RO JND
W APPLYs WOOD POSTS 4" IN DIAMETER
AGRICULTURAL LIMESTONE - 2 TONS/ACRE l y MAY HI- Lcll I)
OR 3 TONS/ACRE IN CLAY SOILSs ••
FERTILIZER - 1000 LBS/ACRE (10-10-10 BRACE POSTS AT
SUPERPHOSPHATE - 500 LBS/ACRE (20%) r.- ! OW'r-()IN1
x.
MU
LCH -2 TONS/ACRE (SMALL GRAIN STRAW) ;;:
ANCHOR - ASPHALT EMULSION AT 450 GAL./ACRE
I
't
Ifs -....... .. .,_ ,
%-90' TYPICAL
ts" ..-& 110' Max.
2•'
4 MAX. PAYMENT LIMIT
O.D. + a
/
CARRIER PIPE m
Etr� '
GEOTEX f!L E
FABRIC FILTER-2-
D UN._ f f S iURrJr.i
EARTH
NOTES'.
N01E 2
r _
r - - STEEL DRIVE POSTS
NO
TES&4111. 24" )EXTRA DEPTH
�----- R2 _.O 11R€ D FOR UNSTABLE SOILS)
' Toe in buckfill into trench and cor-ripact e
soil firmly to anchor the botiorn of the sill ferlce so thol the r-unef f is furced
to coo thrOUgh the fence, No ruroff is to flaw under the fence.
2. To increase sforage capacity and prolong the life of the` silt fence, ex(,avaie a
6"xV sediment Irench uphill cloned the lire of posts whenever possible.
4, Total drainage area flowing to silt fence may not exceed 1 acre / 100 LF. of
silt fence.
.5. Silt fences shall not be used at pipe outiets or in arear, of cor.ceniroted flow
(creeks, ditchlines, swales etc.)
TYPICAL., SALT FNC-. TAIL
NOT TO SCALE
-" RESTORE (TRADE 10 GR;GI11A1-
GROUND SURFAC ELEVATION
(SEE DETAIL C01 01
-- E XISITNG ` jJRF ACE
VARIES
, 'RIEF, j
SEL NOTE'. S (VARIES YciTH
% PIPE BACKFii_I O.ASS)
SEE NOT[ 2
F.. ---SFE NCITE 1
1. 8" d€ep No. 57 stone or equal wrapped in non --woven gent+ xiile filter fabric
lightly compacted, Overlap fabric by minimum one pipe O:D.
2. 4" deep No57 stone or equal lightly compacted pipe bedding.
3. General backfill compacted to 90% Standard Proctor density in 6" maximum lifts.
UNSUITABLE SUBGRADE TRENCHTAILS-TYPE A
NCB _ - ALE
.,Wa&C R E
A0 MacKenan Court, Suite 200
Cary, North Carolina 27511
Phone [phone], Fax: (919)233-
AA0002667 EB0006691 sI
,, rww.rlckir,, r eecl,com f
II# !!I 1I -Ill y) III'
lliill�l�{Ek
LU i`i1�'',fll�.�
TYPE 1
(NOTE.-1 )
FLAT BOTTOM TRENCH WITH LOOSE DiRI
(FLAT BOTTCM IS DEFINED AS
UNDISTURBED EARTH)
72"
cj­
AN OVERLAY
_ MAY k
{
Y : ,�`F-t "
S .5,>`� OVERLAYVJ MINIMUMT 4
/
"'HICK, /u' L ACI-I SIDE: OF PIPE TRENCH
d F: iNINI M
AGGREGATE BASE
COIJRrif-"_
YPF
MEf HAN;CALL.Y C0MPAC i F D ___ _
RACKPILI , 6" LAYER'S, 957
STANDARD PROCTOR
(AASHTO " 913)
{ll fil III.--__
sty
P 2
FLA1 E?UTTOA4 Fi;EFvCF: A`; H L3Ai.KFILL L_IGFITLY
CONSOLIDATED 10 CENT; Ri-II`* of PIpi
FLAT: BOTTOM IS DEFINED AS LINOISTL.iRBE0
EA;2TH)
TYPE 3
PIPE DEDDFD IN 4" MINIMUM LOOSE SO;_ WITH DACKFJLL
LIGHTLY CONSOLIDATED 70 TOP OF PIPE
(LOOSE SOIL :S DEFINED A5 NATIVE S•J L EXCAVATED
FROFJJ THE TRENCO-+, FREE OF ROCKS, ORGANI(,' MATERIAL,
FORFiGN MATERIALS AND FROZEN EARTH)
12" 1 1 1^
i
\ h-
F„>Li`
J _
TYF?E A TYpF 5
PIPE BEDDEO IN SAND, GRAVEL, or T .:_ =G STONI_ I'II'l. ilEL'lif O T+'. TERi.INE id Cl',J-AC'(E:()
TO A DEFT IH OF 1 /8 PIPE DIAMF:_TFJ;, 4" M114 hAUM, GRAJltJlt' : `:+,A -;Ai . 4' MINIMUM uNDER PIP>_.
WITH BACKFIt_L COMPACTED TO TOI! :),PC, COMPACT'[, `Ri . -LAP OR SEL-!:T MAT R!AI I()
(APPROXIMATELY 80 PERCENT STANDAFL 40`CTOR, TC� OF PIPE.-.--PROXO.ATELY 90 PERCENI
AASHTO 1-99) STAN�DAR-ROCTOR, AASHTO T 99)
(S LEC _ ,,, ,T
-, REF; L IS DEFINED AS NATIVE SU?L
EXCAVATES FRO%,, THE TRENCH, FREE OF ROCKS.
Sr CRGAt,,C MATER.AL, FOREIGN MATER;A.LS AND
NOTEFR07'N EARTH)
I. For normal pipe sizes 14 inch and larger, consideration should be given to the
use of laying conditions other than Type ' .
2, Consideration of the pipe -:zone embedment conditions included in this figure may
be influenced by factors otter than pipe strength. For additional informction or
pipe bedding and backfili, see ANSI/'AWWA C600.
VVA TER A I EMB .ENT DETAILS
NOT TO SCALE
SON V Ik j` I
' CITY OF JACKSOI E ILLE
WATER SYSTEM
` IMPROVEMENTS
11
i r
1-�P _
ITY OF JACKSONVILLE
WATER SYSTEM IMPROVEMENTS
C NCENT ATE DIFFUSE
----- HI UMINGUS .ONC ILL'TE r I A, t
r [ ff `5F I iF�f
EXISTING PAVEMENT Olz 1 PJlt,ih.tt
%Y
3 A IN CUT
EX. A.:yP4-.At i
l.,
PAVED D AREAS
TY I AL T'I BACKFILL AND -
SURFACE I TAILS
NOT TO SCALE -
50' MIN,
BUT_SUFF_ICIEN-T "0_ �---- 2`3" STONE TO BE
TO KEEP SEDIMENT USED (SURGE STONE
ON SITE l/ OR RAILR❑AD
- -BALLAST)
EXISTING 25' OR WIDTH OF
ROADWAY PROPOSED
STREET,
WHICHEVER IS
- GREATER,
PLAN
EXISTING NEW
ROADWAY- 35' MIN, 15' MIN j CONSTRUCTION-
6" MIN=� 2' MIN,
--FABRIC UNDER STONE
CROSSLSECTION
E'KROSION CONTROL AND PIPE THE CH
DETAILS
TE .,RR`'
CON S TRUTI ANqE
u
I I 0&__ L ,
J.AN 2 2 2008
M®rsheau City bwi;
NOTES:
1. PUT SILT FENCE OR TREE PREITECTI❑N FENCE UP
TO ENSURE C❑NSTRUCTI❑N ENTRANCE IS USED,
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT
THE MUD IS NOT REMOVED BY THE VEHICLE TRAVEi_-
ING OVER THE STONE, THEN THE TIRES OF THE
VEHICLES MUST BE WASHED BEFORE ENTERING THE
PUBLIC ROAD,
3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS
❑N TO THE PUBLIC ROAD, THE G❑VERNING AUTHORITY
WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY
RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL.
RESP❑NSIBILITY F❑RM,
DATE: December 2007
MCE PR❑J, It 0348-0012
DRAWN JHE
DESIGNED -` JJH
CHECKED DMH
PR0J, MGR. KM
M&C r:LE NUMBED
�- - C
HORIZONTAL:
vuPAWING NUMBER
AS SHOWN
VERTICAL_:
NA
STAT IJS: RELEASED FOR
_REGULATORY REVIEW
W' V IStUN

TABLE 10.8
RECOMMENDATIONS FOR INSTALLATION AND USE OF SOILS
AND AGGREGATES FOR FOUNDATION, EMBEDMENT AND BACKFILI_
Soil Class (see Table 10.7)A
CLASS IA CLASS 18 CLASS 11 CLASS iII LA
Obtain: tiet,t:ec:hnic,csi
Do neat u,e where.,, .conditions.
evaluation Df propr}ted
may c:au:,e migrolion of lines
Pro ,ess rn.ateriols flct requ'irttd
Whcrc ttydroulic clrodient
motorial. May not be n;uitnbtr,
Gene ruI
frt:m cdiocent soil and loss
to obtain gradotion which will
exists check gradation to
"Clean"
Do rltil ta.;ti wr c
uiuler high ecsrth fills;
E2ccotrtrnt:nljc,itcans:
of pie support, Suitable tor:
P � PP
rrtinimize migration of
°d
rnmirni2u rni_rotion.
�
WUter
cortdttiur�.; in lrenrh rrtnv
n Ioee� afapfied wtter:l Itaacls;
oracJ Rc °NtriCtita,t"
use as a droinogc: blanket
odiacc nt rnoterials. ,suitable
gresup:: suitable for use cis
anw.;cr irlstabitity.
and under heavy vibr010ry
and underdrbin in mock cuts
tpr alit as drainage b'.crtkert
drndncagc Markel and
t:tsm actor_, pnsi tarntacr ;,.
Where odisacernt nicteriol is
and underdreain.
Under drain.
Do riot use ;where water
suilobly graded.
conditions in trench rnoy
cousc instability,
Suitable os foundallon and
Suitable as forandation and
foundation and ti al as
etgk a s
Suitable cars foundation and
for FcPlacing over-excovotea
Suitable only in undi:;turbed
Y
for rep'cacing over•Mexcidvated'
n
iCar rt�piacinq over--excav<aied
tar replacing over• --excavated
and unstable trench bottom '
condition and :vherc trench
f oundahort
and u ,t.o ale trench taaltarrt
and urtstcable irench leer t.orra;
.
and unstable frenr_h bcatlom :
'use
as rrmtric:ted above. D a not :
is dry, Reratvvi all loose
as restricted 000ve. install
Install cane: cttr act in 6-irt,
P
as restricted shrove. install
'in 'ihickne.s greater than,:
material and provide firm,
rand cClmpoci in 5--in
.
maxirrturrt tayk'`PL;:
tr od corripact in 6-in,
12" In. 'totui. rhstaii:anr.i
uniform 'trench -bottom,
mnximun rcye:rs.
rnoximurn loycrs.
aor0pac,t in 6-in. maximum
before betiding is placed,
IayCPL-, -
..
Suitable
Suitable only rn dry Irench
Suitable as rr: tricicd abiav
In:,irail and canspQat..ir1 6-in.
auitobic uS rQstric.t :d obovo, ;
Insloll in 6--in,
Suiloblte. only in dry trench
conditions and when ciptimurn
placernent and compoctian
Install in 6--in. rrraximurn
maximum layers. Levcl final
and compact -
conditions. Install and
control is maintained, lnstoli
Beddin �l
Ica ears t_eve:l lineal rodc b
Y 4 Y .
trade h hand_ Minimum
! Y
ma,xirnum layers. Level ,Hoot
c;arnpact in 6-in. maximum ,
andc t in Ei an.
hand. Minimum depth 4 in. �
depth 4 in.(6 in. In rock
�3r°dc by � hand. Minimum
depth in. (6 in, i
!
layers, Love! final grc,de by ;
hond Minimum
-coartpe
rnaxirnum layers. Level finest
(6 in in rack cutn)
cuts),
, rode
cie:pth 4 in.
(6 in, in
crude by hand. Mininisam
rock cuts).
d pill 4 in (6 in, in react;
cuts;):
5rritn itt,Y rartiy in dry trench
-
xliitt ale a re::trictcd nlaovr .
- -
- "r
tn_tlrall CrtC1 ftCa Ci
Suitable a; restricted nbnve. 7
Suilobic on re stricic rf niinvc. _Conditionn
and when captiri,carn
plioccrncnt and compaction
.i f --; r 1
Instal to � n. rutxr nu T
ycrs,.. c; in
mrakirnitrit layf.r:s: �°%O.li in
Install 1 I sir and r.am Cc in Fi--ire
p
Instal ,
i a' c9 ..tar a. t - i, n f t C Fi 7.
P
control iS !'i'latl1tpirlGCi, tfk>tdif
Hou'rhiriq
layer s. Work in nround pipe
nrpuna pipr� to hnnel to
Y
maximum, um, Ioyers. W©YK in
�
moxitntim Icyer s. Work in
tend cone oct in 6--in..
key hand to provide urtrform
prcwidc uniform support.
oround p;pc. by hand to
orourid p:pt by hand to
rrtaximtarrs Icyers. ;Mork in
auppeart.
provide uniform seappart.
provide; uniform strftpc>rt,
mound pipe, by hand to
provide~ uniform upporl
Suiloble as restricled above.
€nsloil and c:ornpoct to a
Suitable a^. restricted obove,
Staitablr­s o!j restrittotl above.
Suitable, a:-: re�stricterJ ❑bove.
lrtillal Ciacktill
,
Irawtcil to a minimum of fi in.:Rtinirnuri
of 6 in, above pipe'r.ninirnurn
install and compact to ra
In tctdl clod compact to a
Innloll cants earn act Ira a
pipe crown.
crown, -
of 6 :n above pipe
rninirnyrn of 6 in. obove r
pipe,
rn nirnum of 6 in.Ptabove, pipc
t "
i
cr0tvn
r, row t
:vet CPrk
F inal Rockfiil
Cam UC.t `os required b the .Conn
P Y
P tact as required h the
Y
Compact required
rnp ct c.. q atred by the
Compact ra ; required by the "
Suitotile: n?; rc.atr�ictcd above.
crt incc:r.
g
ene in e
1 r.
cnginet;r•
onginccer.
Carrtpnr:t c , rt�quirtd by lire
e rt.�ira eer.
•
SECTION
WATER MAIN EMBEDMENT DETAILS
UNDISTURBED EARTH
RESTRAINT FLANGE r
SYSTEM - ---;..__. X
-1 FULL JOINT DIP PIPE- z
w
MAX. 36" a
CIA PiPE
I+ o
THREADED RODS IIl}'
WHERE INDICATED (TYPICAL) ✓
SEE DETAIL 512.07 FOR - 'I.-
QUANTITY AND SIZING - IP 11" _ i -'
"TWIST -OFF" NUTS A RESTRAINT FLANGE
BEFORE POURING SYSTEM SHALL BE
CONCRETE PLACED ON A FULL BOLT
I JOINT OF DIP PIPE. SHOUt
REAR ViEW
/ BOLT
SPACt
x ` WEDGE
t B SECTION B
FRONT VIEW
NOTES:
1. Backfill and compact in 6" layers.
2. Place restraint flange on one full joint of pipe.
SECTION A
TYPICAL EYE BOLT
LOCKING With RESTRAINT FLATGE SYSTEM
NOT TO SCALE
SEAL
`\t`tUttunurrrrrrr; ,
o�Q�tiF'ESsro�y9 �
== SAL =
010
FNGI N"&
tttttt\��0`\``��
rnrt i]�
I.
y Q
SEE NOTE 1 v oLo
rn
t,a
iIJ
FOR ALL REND FITTINGS FOR TEE FITTING
WIDEN TRENCH TO ACCOMMODATF
ANCHOR IF REQUIRED
idk I
:-! J. i _ill TRENCH WIDTH
j=!i(EWI- ---SEE TRENCHING
DE TAILS
VARIES-- Z =1iI=
SEE Ilii-1 <r
t CHART
_: -r
I
lil� ill I�� �__A
c+ _
<j L -'
UNDISTURBED
EARTH
�a
NOTES: SECTION A -A
1. Concr@te blocking is to be formed to ensure accessibility to fittings and
poured against undisturbed earth.
2. Fittings are to be completely wrapped with plastic, prior to pouring concrete,
3. Concrete to be minimum 3,000 psi, @ 28 days.
4. When Sockrete is to be used, it shall be properly mixed per manufacturer
specifications,
BLOCKING DETAIL FOR HORIZATAL
BENDS AND TEE
NOT TO SCALE
TYPICAL EYE BOLT
-YEX./PRO. FINISHED GRADE-,7�1 45-
�� T
\. 3ACKFIU_
L
i------ TYPICAL EYE BOLT
} RESTRAINT FLANGE
n � SYSTEM
M THREADED STEEL RODS.
+ 1 r SEE NOTE 1. STAINLESS
STEEL OR COLD DIPPED
GALVANIZED.
�.
1 FULL JOINT DIP PIPE
rr- ItI-
-1 -BOTTOM OF DITCH _.f I le 1f
li=i UNDISTURBED EARTH it ill
i
NEXT MECHANICAL. ,.JOINT ON EACH SIEiE
MUST BE RESTRAINT FLANGE AS WELL
PROFILE VIEW
NOTES,
1: If 36" bury
depth is
not maintained
or if the line is
located in
high
pressure zone,
a minimum
of 2 34" dia. rods to
be used for pipe thru 24"
dia,
per joint -
a minimum
of 2 1
' dia, rods to be used for pipe
30" & 36"
dia,
per joint -
a minimum
of 2 1
1/4" dia. rods
to be used for
pipe 42" &
48
d.io. per joint.
(See detail
512.07)
2. Use of grip
rings in
lieu of restraint
flange system
shall be permitted
on a case
by case basis by the
Public Services
Director.
STANDARD VERTICAL BEND TAIL
NOT TO SCALE
eUU ac enan Court, Suite 200
Cary, North Carolina 27511
Phone: [phone], Fax: [phone] t
AA0002667 EB0006691
www,mckimcreed,com
w
CITY OF JACKSONVILLE
WATER SYSTEM
�ats�s9�a�itA-y �
0-
IMPROVEMENTS
are
MC
L
DIMENSIONS
(Ft)
VOLUME,
TYPE
"I
"H"
T:,
FITTING
CONCRETE
CU. YD.
n_
LIJ
?_2 1/2'
1.00
?.G0
1.50
0.06
45'
1.00
1.i0
1,50
0.06
g0'
1,00
"'CO
2,50
0.09
v
TFE
1.00
`.CO
2.00
0.07
1 1/4'
1,00
'.CO
2.5C
0.09
w
22 1 /2'
1.00
?,CO
2.50
0.09
45'
1.00
1.CO
2.5C
0.09
q
90`
1,50
%to
2.5C
0,15
TEE
1,50
1.50
2.00
0.12
f 1 1 /4'
1.50
`'50
2.5C
0,15
s
22 1 /2'
1.50
5C
2.5C
0.15
t o
45'
1.50
1.w0
2.5C
0.15
90'
2.00
2,00
3.00
0.28
TEE
2,00
2,00
2,50
0.23
1.1 1/4'
2 0C1
? f?0
2.SIC
0.23
T
22 'r /2'
2. 00
2.00
2.50
0,23
z
45'
200
2,00
2,75
0.25
-
90'
3.00
2.00
3 OC
0.39
ca
TEE
3.00
2.00
2.5C
0,32
va
11 1/4'
2.00
2,00
3.00
O:28
=
22 , /2'
2.00
2.00
3.0€7
0.28
z_
45'
.300
2.50
3.00
0.47
90,
4,50
3.00
3.50
0,94
TEE
4..50
3.00
3.00
0,81
cn
11 1/4'
2.00
2,00
3,00
0.28
=
22 1/ 2'
3,00
2.00
3.00
0.39
45'
1.00
3.00
3,50
0.84
co
90,
6.50
3.50
3.50
1.34
TEE
6.50
3.50
3.00
1,32
P., TEST PRESSURE = 150 P.S.I.
TEST PRESSURE 00 P,,S,I,
`i
ua
DIPh
NSIONS
(t t.'
VOLUME,
TY'E
"L"
H
T„
FITTING
CONCRETE
4
Ctr YC.
tt.
1', 1/4'
1.00
1,00
OG
0,C4
22 1 /2'
1 00
1.00
1.50
0.06
45'
1.00
1.00
1.50
O.C6
d
90'
1,50
L50
2.50
0.15
v
`EE
1 50
1.50
2.00
0.12
to
11 1%7'
100
1,00
2.5G
O.Cc-
_
22 1 /r.
1.00
1.00
2.50
0 Gff
_
45'
1,50
1.50
2.50
0.15
90'
1.50
1.50
2.50
0.15
TEE
1.50
1.50
2.00
0.12
to
11 i,�
1:50
1,50
2.50
0.15
i
22 112'
1.50
1,50
2.bO
0.1a
43,
1 50
1.50
2.50
0,15
90'
2.50
2.00
3,00
0.3
TEE
2,50
2.00
2.50
0.2E
11 1/4'
2.00
2.00
2.50
0. 2 1
w
22 1/2'
2,00
2.00
2.50
0.23
r
c
45'
2,00
2.00
2.50
0,23
90,
4.00
2.00
3,00
r
o.�e
co
TEE
4.00
2.00
2.50
0.42
11 1/4'
2 CIO
2.00
.3.on�
0 2£,
W
z
22 1 J2'
3.00
2.00
3.00
0.39
45'
4.00
2.50
3.00
0.61
nr
90,
5.50
3,00
3,` O
13
-
ILL
5. 50
3.00
3.00
0.97
rn
11 1/4
2,00
2.00
10C
0.28
z
22 1/2`
4.00
2,00
10C
0.50
45'
5,50
3.00
3.50
1,13
90'
750
4.00
3,5G
2.01
iEE
l.50
4.00
3.0121
1.72
CHART NOTES:
1. if blocking excavation is in lightly compacted fill areas, or in areas where
boulders or stumps have been removed, blocking size must be re -sized for the
specific location/circumstance by a NC licensed Professional Engineer.
2. Blocking sizes shown in these tables assurrle the following;
a. Blocking is constructed in residual soils as shown in detail
b. Soil bearing pressure = 2000 psf
c. Velocity of flow = 15 fps
3. This detail not applicable to reducing bends.
4. Neither the weight of the concrete blocking nor friction between concrete blocking
and soil was added into blocking sizes compLitation. Therefore, blocking size is
conservative.
BLOCKING DETAIL FOR HORIZONTAL
c Ir
TRENCH COMPACTED No. 67 STOt"IC 15 TO
BELOW EXTEND FROM BOTTGN OF TRENCH
TO THE TOP OF THE BY -?ASS PiPE
It-- AND OUT 12 INCHES FROM EACH
ItV+ SIDE CR TO THE EDGE CF TH:_
-ijiJ j ij I - T Z'NCH; WHiCH EVER IS GREATER
g'o f z 0
DIP P;PE
I TRENCH I
` I BELOW l: 15 DEGREE BENDS
I I /--------(TYPICAL 4 PLACES OR AS NEEDED)
NEXT JOIN 1 BACK h?UST Bc
RESTRAINED WITH APPROVED t. ~G THRFAf)£D RODS SEE NC1E 1
�-----RESTRAINT METHOD ` �' - rl� NEXT JOINT BACK MUST BE
(\-ADAP-ER TO DIP I '0 RESTRAINED 'WITI APPROVED
4' M-N-, Ili r i�i I RESTRAINT METHOD
EXISTING OR PROPOSED
SANITARY SEWER
+. .
F.
I r l
USE RESTRAINT RING
PER DETAIL 512,02
NOTES:
A mirienum of (2) 3/4" dial. rods to be used for pipe ihru 24" dia, per join',A minimum of (2) 1" dio. rods to be used for pipe 30" & 36 din. per joint
A minimum of (2) 1 1/4" dia. rods to be used for pipe 42" & 48" dia, per joint.
Coat all exposed metal and rods with 2 coats of field applied coal for epoxy.
2. The bypass is to be assembled above ground first.
3. Record all as -built lengths using the center lines of the pipes or bends as
reference points.
4. Adapters vary in type according to the material of the existing water main.
5. Use of grip rings in lieu of restraint flange system shall be permitted on a case
by case basis by the Public Services Director.
WATER BYPASS for DEEPLY BURIED WATER LINES
TO SCALE
CITY OF JACKSONVILLE
WATER SYSTEM IMPROVEMENTS
CONCENTRATE DIFFUSER
ERROSION CONTROL AND PIPE TRENCH
DETAILS
DATE:
December 2007
MCE PROJ.
# 0348-0012
DRAWN
JHE
DESIGNED
JJH
CHECKED
DMH
PROJ, MGR.
KrF;
SCALE
M&C FILE NUMBER
CE502
HORIZONTAL:DRAWING
NUMBER
AS SHOWN
VERTICAL,
C -6
NA
STATUS: RELEASED FOR REVISION
REGULATORY REVIEW