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SITE
ZONING
RM-8
FUTURE L.U.
RESIDENTIAL
8 UNITS PER ACRE'
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JULY 2007
ENGINEER.......
W. F. MCCAIN & ASSOCIATES; INC
INNOVATIVE SOLUTIONS IN CIVL AND ENVIRONMENTAL ENGINEERING SERVICES
CERTIFICATE OF AUTHORIZATION NO. W008221
1171 19TH ST.
VERO BEACH, FLORIDA 32960
PHONE (772)770-1093
t
NELSON HYATT JR.
THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE "X"
3305 E. DERRY DR.
BASE PER FEDERAL EMERGENCY MANAGEMENT AGENCY,
OWNER
SEBASTIAN, FL., 32958 ,,
PHONE - 772-388-5002 :` y
FLOOD INSURANCE ;RATE MAP NUMBER 12061C0079 F. MAP
INDEX DATE JULY 2,' 1992. COMMUNITY PANEL 120119
SURVEYOR
PARKING DATA
NELSON HYATT
HAYHURST LAND SURVEYING, INC:
51 BEDS@0.60 PER BED=30.6 PARKING! SPACES = 31 SPACES
PROFESSIONAL_ SURVEYOR MAPPER
1 SPACE PER 200 SF OFFICE SPACE=200 SF OFFICE =1 SPACE
33CS E. DERRY DRIVE
VERO BEACH, FL 32960
TOTAL SPACES = 32 SPACES
SEBASTIAN, FL. 32958
PHONE-772-569-6680
TRAFFIC DATA
PH: 772-388-5002
FAX-772-770-W6
51 BEDS@2.74=138.74 TRIPS/DAY = '139 TRIPS/DAY
SITE ADDRESS
TOTAL DAILY TRIPS =139 TRIPS/DAY
BARBER ST. AND BRISTOL ST. . .
ZONING
WASTEWATER DATA
RM-8
CONNECT TO PROPOSED FORCE MAIN ON BARBER ST.
FUTURE LAND USE
WATER SOURCE
RESIDENTIAL-8 UNITS PER ACRE
BUILDING HEIGHT
CONNECT TO EXISTING WATER MAIN ON BARBER ST.
25' PROPOSED - 35' MAX.
SITE DATA
STORMWATER
NDEX O F DRAWINGS
0
SITE AREA = 63,060 SF =1.44 AC -100 /o
PAVEMENT=16,380 SF = 0.38 AC = 25.97 %
CONSTRUCT ON -SITE RETENTION POND AND SWALES
TAX PARCEL I.D. NO.
BUILDING AREA-13,500 SF-0.31 AC = 21.41 %
31392000000700000007.0
SIDEWALKS =1,025 SF = 0.02 AC =162 %
TOTAL IMPERVIOUS= 30,905 SF = 0.71 AC= 49.00 %
31392000000700000007.1
1.
COVER SHEET
TOTAL PERVIOUS = 32,155 SF= 0.73 AC = 51.00
31392900000100000002 0
2.
EXISTING CONDITIONS AND S . W . P . P . P.
SETBACKS
REQUIRED: PROVIDED:
PERMITS REQUIRED
. CITY OF SEBASTIAN SITE PLAN APPROVAL
FRONT = 25 FT. 28.80 FT.
- CITY OF SEBASTIAN LAND CLEARING PERMIT.
3.
SITE
PLAN
SIDE =15 FT. 109.96 FT.
• CITY OF SEBASTIAN STORMWATER PERMIT
REAR = 25 FT. 31.53' FT.
• CITY OF SEBASTIAN RIGHT-OF-WAY PERMIT
4.
PAVING, GRADING AND DRAINAGE PLAN
DESIGN PARAMETERS
MAXIMUM DENSITY
• CITY OF SEBASTIAN CONCURRENCY CERTIFICATE
•
= 8 UNITS PER ACRE
-CITY OF SEBASTIAN UTILITIES PERMIT
5.
PLAN
UTILITY PLAN
MAXIMUM BUILDING COVERAGE=40%
MINIMUM OPEN SPACE=55%
• S.J.R.W.M.D. ENVIRONMENTAL RESOURCE PERMIT.
•
6.
LANDSCAPE PLAN
SURF- o
MAXIMUM IMPERVPERMIT
MINIMUM LOT S ZEI--010 000 SF ACE
23 AC.
F.D.E.P. WASTEWATER COLLECTION PERMIT
WATEROTO
. F.D.E.P. NOTICE OF NTE TF.D.E.P.
USE GENERIC PERMIT FOR
7
LANDS CAPE D ETA I LS
MINIMUM LOT WIDTH-80 FT.
MINIMUM LOT DEPTH=100 FT.
STORMWATER DISCHARGES FROM CONSTRUCTION ACTIVITIES:
MAXIMUM BUILDING HEIGHT = 35 FT.
PROJECT TIMETABLE
8
CONSTRUCTION DETAILS
LANDSCAPE BUFFER
START DATE: SEPT. 2007, COMPLETION DATE: AUG. 2008.
PERIMETER (ALL SIDES)=10 FT.
9.
WATER SYSTEM DETAILS
10. SEWER SYSTEM DETAILS
11.
WATER SYSTEM SPECIFICATIONS
12. SANITARY SEWER SPECIFICATIONS
}
NOT VALID WITHOUT THE ORIGINAL SIGNATURE
I
AND EMBOSSED SEAL OF THE ENGINEER
SHEET 1 OE 12
ENGINEER'S PROJECT NO. 07-104
CHRISTOP ER J. PONTELLO, FL PE# 55544
:..
DATE:.:. •
�JUL 11 2007
I
MAY REACH SURFACE OR GROUND WATERS. ONE OF IML PKIMAKT rULLUTANIJ Ur �ur<rHLG n„I LI\J IJ
SEDIMENT DUE TO EROSION. EXCESSIVE QUANTITIES OF SEDIMENT WHICH REACH WATER BODIES OF
FLOODPLAINS HAVE BEEN SHOWN TO ADVERSELY AFFECT THEIR PHYSICAL, BIOLOGICAL AND CHEMICAL
Q
I PROPERTIES. TRANSPORTED SEDIMENT CAN OBSTRUCT STREAM CHANNELS, REDUCE HYDRAULIC CAPACITY OF
WATER BODIES OF FLOODPLAINS, REDUCE THE DESIGN CAPACITY OF CULVERTS AND OTHER WORKS, AND
ELIMINATE BENTHIC INVERTEBRATES AND FISH SPAWNING SUBSTRATES BY SILTATION. EXCESSIVE SUSPENDED
SEDIMENTS REDUCE LIGHT PENETRATION AND THEREFORE, REDUCE PRIMARY PRODUCTIVITY.
MINIMUM STANDARDS
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1. SEDIMENT BASIN AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO
D
TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTRIBUTING ACTIVITY AND SHALL
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BE MADE FUNCTIONAL BEFORE UNSLOPE LAND DISTURBANCE TAKES PLACE.
2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OFof
CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE
MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT
SEDIMENT OR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT PROPERTIES.
3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS
AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE
APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN
UNDISTURBED FOR LONGER THAN 30 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT
ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR.
4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH
SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND
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PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY
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TRANSPORTED FROM THE PROJECT SITE.
A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE
.•5.
PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A
GROUND COVER IS ACHIEVED THAT, IN THE OPINION OF THE REVIEWER, IS UNIFORM, MATURE ENOUGH TO
SURVIVE AND WILL INHIBIT EROSION.
6. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND
> a N N
DIVERSIONS IMMEDIATELY AFTER INSTALLATION.
7. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY.
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•►1N/ neuercn r"%L cues 1 PP r r)PPP TFn IMMEDIATFLY_
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ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN 51KU(:IUKt. Q W u
9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE Z Z W
PROVIDED: a U � U w �
10. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH " OR CHANNEL ALL = w Fn 9 = Q U
STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT 0 0 U 0
SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR
OTHERWISE TREATED TO REMOVE SEDIMENT.
11. BEFORE TEMPORARY OR NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS ARE MADE
OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL
ECEIVING CHANNEL.
LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND R
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I
GENERAL NOTES:
1. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE
CONDITIONS BEFORE STARTING CONSTRUCTION.
0
2. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE
ATTENTION OF THE ENGINEER BEFORE COMMENCING WORK.
3. CONTRACTOR SHALL OBTAIN ALL REQUIRED BUILDING PERMITS
BEFORE COMMENCING WORK.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATIONS OF ALL
EXISTING UTILITIES. THE CONTRACTOR SHALL CONTACT ALL
CONCERNED UTILITIES AT LEAST 48 HOURS IN ADVANCE FOR
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CONSTRUCTION OPERATIONS.
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5. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE
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WITHOUT PRIOR APPROVAL OF THE ENGINEER.
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6. ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH
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THE APPLICABLE ORDINANCES OF THE CITY OF SEBASTAIN, FLORIDA.
7. BOUNDARY AND TOPOGRAPHICAL INFORMATION PREPARED BY
HAYHURST LAND SURVEYING P.S.M.FLORIDA LICENCE NUMBER LS 7364,
DATED 4-18-07. ALL ELEVATIONS ARE PER BENCHMARK REFERENCED ON
THIS SURVEY.
8. REFER TO SOIL REPORTS PREPARED BY KSM ENGINEERING
AND TESTING, INC. DATED 5-25-07 FOR EXISTING SOIL
CONDITIONS.
9. CONTRACTOR SHALL SUPPLY DENSITY TESTS TO ENGINEER ON ALL
SUB GRADE AND BASE. TESTS SHALL BE PREPARED PER AASHO T-180
O. SLOPE GRADES FROM ELEVATIONS SHOWN TO EXISTING GRADE AT
cD
1�
00
PROPERTY LINE.
11. ENGINEER SHALL BE NOTIFIED AT LEAST48 HOURS IN ADVANCE
FOR ANY INSPECTION.
12. CONCRETE PAVEMENT ALTERATIONS SHALL BE PROVIDED
0
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WITH CONTRACTION JOINTS (20- MAXIMUM SPACING) WITH 1-1/2" q
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DEPTH.
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13. CONCRETE PAVEMENT ALTERATIONS SHALL BE PROVIDED WITH A 5
PIGMENTED LIQUID MEMBRANE CURING COMPOUND CONFORMING TO y
THE REQUIREMENTS OF ASTM DESIGNATION (309).
14. ALL TRAFFIC CONTROL DEVICES SHALL BE IN
Q
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ACCORDANCE WITH M.U.T.C.D STANDARDS.
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15. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH FLORIDA
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DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR
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ROAD AND BRIDGE CONSTRUCTION", LATEST EDITION.
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16. ALL PARKING SPACE MARKINGS, WITH THE EXCEPTION OF THE
HANDICAP PARKING SPACES SHALL BE MARKED IN WHITE
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QUANTITY
SYMBOL
DESCRIPTION
SIZE AT PLANTING
124,
ORNAMENTAL -GRASS
'GRAZIELLA'
EACH
\MISCANTHUS SINENSIS
197
AZALEA, FLORIDA\RHODODENDRON AUSTRINUM
1 GALLON
111
DIANA HIBISCUS\HIBISCUS SYRIACUS 'DIANA'
1 GALLON
HIGH AT
210
VIBURNUM, SANDANKWA\ SUSPENSUM
PLVIBURNUM ANTING
PL
27
CAB BAG E PALM\SABAL PALMETTO
MIN 10' CLEAR
TRUNK
MIN 12' HIGH AND 2 DIA.
24
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®4Y2 'ABOVE GROUNND
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MIN 12' 'HIGH AND 2YZ"DIA.
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MAGNOLIA, SOUTH ERN\MAGN OLIA GRANDIFLORA
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OF 8", COMPACTED TO 98% MAX- DRY
DENSITY PER AASHTO T-180 METHOD,
MIN. FBV 50 psi., MIXED
AND HOMOGENEOUS MATERIAL
1 PAVMENT SECTION
N.T.S.
8
SAW -CUT AND TACK 1,-0.
COAT EXISTING EDGE
EXISTING ASPHALT PROPOSED ASPHALT PAVEMENT
EXISTING BASE PROPOSED BASE
EXISTING SUB -GRADE PROPOSED SUB -GRADE
2 PAVEMENT SAW -CUT AND BUTT JOINT
8 N.T.S.
[PROPOSED PAVEMENT
5'-0"
2.0% MAX SLOPE 4 �
c0 X X X X X X
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12" 6x6 W1.4/VN1.4 WWF
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4 TYPICAL ROADWAY SECTION 00
8
SIGNS USED AS
PER FLORIDA
STATUTES
FTP 25 PER F.S.
316.1955. -
00 PARKING BY
NOTES: DISABLED
N. I .J.
SIDEWALK AREA To BE RAMP AREA TO BE SAWCUT REMOVED AND
SAWCUT REMOVED AND RAMP AREA TO BE - I1
RECONSTRUCTED AS REQUIRED CONSTRUCTEDCONSTRUCTED RECONSTRUCTED AS REWIRED 4'-4" CJPL
PL
53i CI
31 _ 411 n !i 4' -4" CIPL 3"
Precast Precast
2 5 - e � 34
12:1 MAX ► • ► , r rr r 11 I! 41-011 Precast 33i Precast- 4 Pr,1c P
01, „
12:1 MAX _5 _5 4 3'-0 •
11 11 _ Eye Bolts
_ �... P ► e" MIN. Iw 2 rr 2 i;
e- ■N J N 2 N See Index 201
Grate
8 HANDICAP RAMP � o o " 3'_011 8" CIPL ;c Horz. Wall Reinf.
0 0 , _ „ a 3 CI. ` (See Table 3 J
N.T.S. o o �. o_ 6 3 0 6 Precast -
C1
Removeable Grateit - -
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slope To Fit sn o 0 2 2" #4 Bars ® JO" Ctrs.
CIPL (Short Bars)
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• ? • Grate Frame Precast #4 Bars 12" Ctrs.
P . With Anchoring Lug o SECTION
• I I _ 31 - 41/ =1N CIPL
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Precast
I I Drain channel PLAN HORIZONTAL WALL REINFORCING
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Concrete Backflll
TN i I I rr SCHEDULES(TABLE
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WALL
DEPTH .
SCHEDULE
AREA
( In 2/ft J
MAX. SPACING
BARS
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0'-5' `
Al2
0.20
1211
811
O' -7.5'
A6
0.20
6"
5"
7.5'-10'
85.5
0.24
5
5"
10' -I5'
C6.5
0.37
61"
6 r,
PREFORMED CHANNEL WITH REMOVABLE GRATE r14"N TYPE "E GRATE
" 8 N.T.S. TYPE PE E
TYPE IT Recommended Maximum Pipe Size:
TRENCH GRATE DETAIL
TOP PORTION OF PERMIT 1" SERIES "C" 10 TYPICAL R1-1 STOP SIGN
FTP 25 SHALL ONLY N.T.S.
HAVE A 8 _
REFLECTIVE BLUE
BACKGROUND WITH 0'-0" CLEAR IDE
WHITE REFLECTIVE
SYMBOL AND BORDER FTP-25 STEEL BOLLARC FILLED _
// SEE DETAIL
BOTTOM PORTION SHALL HAVE A REFLECTIVE VW/ CONCRETE
WHITE BACKGROUND WITH BLACK OPAQUE LEGEND
AND BORDER.
FTP 25 MAY BE FABRICATED ON ONE PANEL OR TWO.
SIGNS ARE TO BE MOUNTED AT STANDARD •°' ' a •:.
HEIGHT. (7' FROM PAVEMENT TO BOTTOM
:�•
OF SIGN). 4.-3' 3' •.•.P
5 HANDICAP SIGN DETAIL
6"
Joint Seal Depth Of Sawcut
N.T.S. "
La-'#Exp.
3� Min.
aO
Conc. Pav't. TYPE D
Joint And
Preformed Joint Filler CONCRETE CURB
TYPE D - N.T.S.
ote: For use adjacent to concrete or flexible pavement, concrete shown.
Expansion joint, preformed joint filler and joint seal are required between curbs
and concrete pavement only, see diagram right.
CONTRACTION JOINT IN CURB -
GENERAL NOTES N.T.S.
1. For curb,gutter,and curb and gutter provide
joints at 10' centers (max.). Contraction joints adjacent to concrete
pavement on tangents and flat curves are to match the pavement
joints, with intermediate joints not to exceenelcon�i�8 �11(
Curb,gutter and curb & gutter expansion join s sha I e ocated in
accordance with Section 520 of the standard specifications.
2. Ends of Curbs Types B and D shall transition from full to zero
heights in 3 feet.
TYPE "E" INLET
3'-O" Wall - 24" Pipe
4'-6" Wall - 36" Pipe
N.T.S.
N.T.S
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DIMENSIONS & QUANTITIES
M
GRATE SIZES
CONCRETE t Cu. Yds.)
SODDING (Sq. Yds. )
D
X
A64.W
C
E
F
G
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Single
Double
Triple
Quad6/.
Standard
Extra
Single
Double
Triple
(mod
Single
Double
Triple
Quad
B
Pipe
Pipe
Pipe
PipeWeight
Pipe
Strong Pip
Pipe
Pipe
P/pe
Pipe
Pi
Pipe
Plpe
Pipe
15.2
7
2.27s.36'
4.03'
1.22
4.0
4.s3
7.
12.37
0.7s
0.85
l.ls
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1.7/
1.94
P n9
8
1
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12
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R1_/O
3 -5
L36'7.48'
2.53
9.T
543'
'�
9'
ll'
1.0
1.73
4.92
5.50
7.75'
8.9
0.58'
12.33'
13.4
15.75
1.02
.26
1.56
2 /5
2.75
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4'-3
E7_0'
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13'
200
4.0'
6.06
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14.58'
18.83
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1.23
1.98
2.74
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14
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11.03
15,
2.24'
4.0'
6.67
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16.83'
PJ.92'
1.33
2
1.40
P-36
333
4.24
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22
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4.0
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13.25'
25'
25.25
1.
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P 83
4.04
5.26
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3.22
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18.65
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8.42
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31.
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n.
8 N.T.S. FINISH GRADE SEE MANHOLE I I \\ I /I 3
MANHOLE FRAME EFFLUENT & ---- ----_- _ _
AND COVER
INFLUENT DETAIL --- --- - f
o
CONCENTRIC
LEVELING RINGS ^ Z �\\ fastener I
I I Q
MIN)
6" STEEL BOLLARD 6 COURSES MAX) o z 0
FILLED WITH concrete Slab, 3• Thlak, Re/nforved With sad
CONCRETE SEE PIPE OPENING 24 3/4" to wwF 6x6 wl.,Xw,.4 0
g DETAIL (S-10) I L` J �
Road and Bridge Construe Ion ,
markings, with the exception of the TOP V/EW -SINGLE PIPE Q
3. All parking s ace g , p - w U s, - W Z
handicapped parking spaces, shall be marked in white �' _
tetra -reflective traffic paint and in accordance with the 1 • DUMPSTER ENCLOSURE SHALL BE I y°°� a
ns ortaacc F.D.ce with
Standard OF CONCRETE BLOCK 10' v ,� �, Sh°°'6 °m°6�'��1°j4'� r Loa Ref.
Florida Department of Transportation CONSTRUCTED
A Specifications For Road and Construction, 2000, Section 710. A
SP ,... OR BRICK PE I / Q
FILL CONCRETE '•. �t1�, °°�"'�' �
:r . + SLOPE A A �
2: FINISH ON DUMPSTER ENCLOSURE '.''��'' ' �
4. All handicap parkin spaces shall be properly signed and marked N BUILDINGS. "�•�' ••' I CEMENT MORTAR ry
DOT Roadway and Traffic Design Standards FINISH 0 s
accordance with y. HALL MATCHe
IYi
in accord S
6 2002 or latest edition. PIPE INVERT �''•"'' ' • � W
Index No. 1734 , n o �,,.
5. All parking stripes with the exception of handicapped 3: IN ADDITION, DUMPSTER ENCLOSURE
s shall be 6' wide, white reflective traffic paint. L MEET OR EXCEED ALL WABASSO ~ W
space SHALL 6" 6 o canasta �
Connector \ Construction Joints Permitted
6. All compact spaces shall be marked "Compact" on the stall CORRIDOR REQUIREMENTS.
6' - 4" 0 D D►tch Grade Q
Sootii/a �.
or fire stop. I
7. All trees preserved in areas which shall be filled more than 6" BOLLA R D D ETA I L ELEVATION I 2 '
2' otLess rhos � U
shall be proteced by a tree well. BLACK VINYL CLAD e
• ht ObSttUC110i1S N.T.S. S • No Pipe Joint Perm/tted 6'
8. At street intersections, walls, fences, plants, or sight CHAIN LINK FENCE SECTION A -A unlace Approved By iris Engineer 6•
of any kind over Z in height are prohibited
NOTES: TO BE USED .WHEN CUT E 2'sad
Cl)" PLAN VIEW tl� Slope, To E Plpe For Pi s 48' And Smeller
within the sight distance triangle as required by the M.U.T.C.D. CLASSIFICATION IS 6 -0 OR LESS r'rrd For As P/pe culvert
1. SEE MANHOLE NOTES F (Pipe To Be Included Under UnnPrloe FaMltered End section)
1+2 For Pipes 24 And Carper.
DRILL HOLES IN CONCRETE TOP OF SECTION
TOP OF CONCRETE AD � 2. SEE STANDARD MANHOLE CASTING DETAIL
. • . • ASPHALT
SYMBOL SHALL BE THIGH FOR GATE STOPS 3. SEE PIPE OPENING DETAIL 18 MITERED END SECTION SHEET
SYMBOL SHALL BE PAINTED WHITE. J,//7/>
/
o
�\�� ��4. SEE MANHOLE EFFLUENT &INFLUENT DETAIL 8 N.T.S.
CONCRETE PAD DETAIL
- STANDARD SHALLOW MANHOLE 8
skill PLAN
M N.T.S.
N.T.S.j 2
N.T.S. $ i{ 48 HOURS
O FREE DIGGING
OF
3 5F ,; 1 {soo) 432-477o CHRISTOPHE J. PONTELLO, FL PE# 55544
11 DUMPSTER ENCLOSURE `DETAIL PROJECT No
T SYMBOL` SUNSHINE STATE ONE CALL �
HANDICAPPED PAVEMENT N.T.S... of FLORIDA DATE: ;��L LU07
• 07-104
6 HA N.T.S. 8
ESERVED RIGHTS AND MAY VOID THE 1NTECRRY OF THE ENGINEERING DESIGN.
8 RfpROOUCED IN ANY WY WITHOUT THE WRITTEN PERMISSION OF THE ENGINEER CHANGES TO THE DRAWINGS MAY ONLY BE MADE BY THE ENGINEER; IF ANOTHER PROFESSIONAL ENGINEER ADOPTS THIS DRAWING AS HIS/HER OWN WORK, THE SUCCESSOR PROFESSIONAL ENGINEER SHALL ADHERE TO THE PROCEDURES OF B1G15-27 FAC. ANY OTHER CHANGES SHALLBE CONSTRUED AS AN INFRIGNMENi OF THE ENGINEER'S COPYRIGHT OR OTHER R
a COPYRIGHT 2003 W.F. McCAIN & ASSOCIATES. INC. THIS DRAWING AND ANY ELECTRONIC F11E IS PROTECTED BY COMMON LAW COPY RICNTS AND MAY NOT BE
0
Z
O
H
U
n 6.42' 0 6.25' Dlmens/ohs permitted to allow use of 8'stan4ord pipe le,pihs.
O10.40' O 1Ci.AY Dlmenslons perm/tted to allow use of 12'starMvrd prpe lenpNls. ■ VOIUQS S/IOIYn for estimat/ng pipe quontitleS and are for /nforl110t/on Only. ��//)
G O Concrete slab stall be deepened to form br/dpe across crown of pipe. See section below. V
Z
L /' Beveled Or Round Corners Conatru y/on Joints Pormltted O
I V
I / Grate
Zn
o
-- - - - -
N.T.S. 16 Ix TYPE D CURB DETAIL , a �r� � I �11 1
8
NOTES
1. All traffic control devices shall be in accordance with
M.U.T.C.D. Standards.
2. All construction shall be in accordance with the Florida
Department of Transportation "Standard Specifications for NOTES
t " dated 2000
Restrained Length In Feet Each Side of
Restrained Length In Feet For Reducer
PIPE
DIAMETER
(INCHES). '
D. I. P.
P. V. C.
PIPE
DIAMETER
(INCHES)
900
45°
22102
111140
900
450
22102
11'/4
3 ��
4 "
6 "
8 ..
10 "
12 "
16
20'
24 "
30 „
3"
30'
15' ::
10,
5'
40'
20'
10,
5'
3"
0
0
0
0
0
0
0
0
0
0
4"
35',.
: 16 . `
10,
5'
55'
25'
15'
10,
4"
40'
0
0
0
0
0
0
0
0
0
6"
55'
25'
10'
5' 1
1 80'
35'
20'
10'
6"
50'
45'
0
0 1
0
0
0
0
0 1
0
8"
65'
30'
15'
10'
90,
40'
20'
10,
8"
75'
70'
40'
0
0
0
0
0
0
0
101,
80, n
35
20'
10'
110'
50'
25'
15'
10"
95'
90,
70'
40'
0
0
0
0
0
0
12"
95' .`
'40'
20'
10,
130'
55'
30'
15'
12"
120'
115'
100'
75'
40'
0
0
0
0
0
16"
120'
50, .
25'
15'
165'
70'
1 35'
20'
16"
160'
140'
125'
100,
70'
0
0
0
0
20"
150,
65'
30'
15,
200'
85'
40'
20'
20"
200'
185'
170'
150'
130'
75'
0
0
0
24"
180'
70'
35'
20'
210'
90'
45'
25'
24'
160'
1159-
150'
140'
135'
120'
90'
50'
0
0
30" ..
190'
80'
40'
20'
250'
105'
50'
25'
30"
195'
185'
180'
170'
160'
120'
105'
70'
0
36"
220'
95'
45' `
25'
0
0
0
0
36"
225'
220'
215'
210'
205'
195'
180'
150'
125'
70'
42"
245'
105'
50'
25' 1
0
0
0
0
42"
245'
240'
235'
230'
225'
220'
205'
180'
155'
105'
48"
260'
120'
60'
30'
0
1 0
0
0
48"
255'
250'
245'
1 240'
1 235'
230'
215'
195'
175'
125'
Restrained lengths for valves, dead ends and
branches from tees shall be the same as for
900 (degree) bends
Length of restrained joint for larger diameter pipe
co
z
O
d D_ N F-
UIYc��z
0
0 0
w
FEBC❑ DOUBLE CHECK VALVE z z w
22" SCH 40 ALV. ¢ W LTFw- Q
T" OR -WYE (TYP.) Q U
PRESSURE GAUGE
(SEE NOTE 7)
w�
18" MAX.
EXISTING GRADE 12" MIN. P >
MAG.V.
U
FORD FB 1700
2" CORP. STOP
w
Uz
TIE-IN VALVE TO BE CLOSED AND LOCKED
Z w
Z
C/) Z N O
SECTION
W � o o CO
.
o W N M
CO
W
O I- Q O CO
U LO
Z O
NOTES
Q
O
w o
1, TIE-IN VALVE SHALL
BE OPERATED BY COUNTY PERSONNEL ONLY
U)
Z
Z LL I,- N
r`
AND IN THE PRESENCE
OF THE ENGINEER OF RECORD.
o
> = W
2, LINES TO BE FLUSHED
SHALL BE GREATER THAN 6' IN DIAMETER.
J
Q
= W O X
ZOes
vo
�maT,L
TEMPORARY JUMPER
DETAIL
-
o
Z
co w
N.T.S. w
:..• ... L ' - NOTES 9>
6 MIN.) . : ;. •. ; (( PLAN VIEW 2' -0' VARIES 2 0 U z LL N
W/�TER MAIN -
FLUSHING U ? a 1 A PRESSURE GAUGE SHALL BE INSTALLED UPSTREAM OF THE POINT..
• •� • . CONCRETE THRUST PRESSURE UPSTREAM SHALL NOT FALL BELOW 35 P.S.I. . A TEMPORARY JUMPER CONNECTION IS REQUIRED AT ALL CONNECTIONS
NOTES
HE SUR J
w
: •'..••• •��; •'. •' BLOCK PUMPER NOZZLE T HA 1 BETWEEN EXISTING ACTIVE WATER MAIN AND THE PROPOSED WATER MAIN CO
. • .. w FACING ROADWAY
• ACCESS 2. PROVIDE ALL NECESSARY THRUST BLOCKS AND/OR OTHER RESTRAINTS. IMPROVEMENTS. w
O VALVE BOX C4
TYPE I TYPE II U GRADE N DOUBLE DETECTOR 2. THE TEMPORARY JUMPER DETAIL (W-12A) IS TO BE USED FOR FILLING ANY
z CHECK VALVE 3. INDIAN RIVER COUNTY UTILITY PERSONNEL, AFTER A MINIMUM OF A 36 HOUR
NEW WATER MAINS OF ANY SIZE FROM THE EXISTING ACTIVE WATER MAINS
PROVIDE EXTENSION g �p VICTAULIC NOTICE BY THE CONTRACTOR, SHALL BE PRESENT FOR ALL FLUSHING MAINS z
OWN " Z of DIRECT I COUPLING AND FOR AND FLUSHING PULLING OBACETERIO BACTERIOLOGICAL SAMPLES FROM ANY NEW WATER Z
ASSHOWN tD g w CONNECTION cQ z ACTIVITIES AND SHALL OPERATE ALL EXISTING VALVES. VELOCITY) A Pu G
co > (ANCHOR TYPE) Z� L,JI (U MAIN OF ANY SIZE.
iD U Z
ch 6" G.V. �` �� 'i J I T _ _ _ I I -f - - - -� 3. THE JUMPER CONNECTION SHALL BE MAINTAINED UNTIL AFTER THE FILLING,
'- 11 FLUSHING CONNECTION
6" PIPE + -} -�t-� FLUSHING, TESTING AND DISINFECTION OF THE NEW WATER MAIN HAS BEEN
N.T.S. SUCCESSFULLY COMPLETED AND CLEARANCE FOR USE HAS BEEN RECEIVED
FROM THE FLORIDA DEPT. OF ENVIRONMENTAL PROTECTION (FDEP) AND ANY
1.5 CU. FT. W I 00 )
CONCRETE o
OTHER PERTINENT AGENCIES HAS BEEN RECEIVED. ADEQUATE THRUST BLOCKING
0 LOCKING CUR AND/OR RESTRAINTS SHALL BE PROVIDED TEMPORARILY, AS REQUIRED. ':
6" (MIN.) CONCRETE THRI1 O- STOP VALVE 1 " .CHECK VALVE 4. PIPE AND FITTINGS USED FOR CONNECTING THE NEW PIPE TO THE EXISTING v)
\ WATER MAIN BLOCK UNDISTURBED CU ° PIPE SHALL BE DISINFECTED PRIOR TO INSTALLATION IN ACCORDANCE WITH J
SOIL
CROSS SECTION BY-PASS METER DETECTOR BYPASS AWWAcs51,1992EDITION. THE TAPPING SLEEVE AND THE EXTERIOR OFTHE
NOTES MAIN TO BE TAPPED SHALL BE DISINFECTED BY SPRAYING OR SWABBING PER
2 VALVE AND BOX
1. HYDRANT GUARDS TO BE 4' DIAMETER GALVANIZED STEEL OR DUCTILE IRON \ / SECTION Two OF AwwA C651-92. W
9 N.T.S. PIPE FILLED w/ CONCRETE. GUARDS TO BE PAINTED SAME AS HYDRANT. I 3' -0' CUSTOMER PLAN VIEW
W'M' FLOW 5. THE JUMPER CONNECTION SHALL ALSO BE USED TO MAINTAIN A MINIMUM Q
2. OF THE PUMPER CONNECTION SHALL BE 18" MIN. ABOVE THE Ct PRESSURE OF 20 PSI IN THE NEW MAINS CONTINUOUSLY AFTER DISINFECTION
PIPING AND UNTIL FDEP CLEARANCE LETTER IS OBTAINED.
OF THE NEAREST ROADWAY OR FINISH GRADE. PLAN VIEW
ALTAR ENAMEL AFTER ASSEMBLY 2 COATS MIN. REDUCED PRESSURE
24" X 24" X 6" THICK CONCRETE PAD AT EACH VALVE 3. COAT TIE RODS WITH CO ( ) UTILITY PIPING TO DETECTOR CHECK VALVE BACKFLOW PREVENTER 6. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION DEMONSTRATING THAT THE W
CONTINUOUS. SHALL BE 36" 4. ALL HYDRANTS SHALL BE TRAFFIC BREAKAWAY TYPE, AMERICAN- PROPERTY LINE
BOX WITH (1) NO.30 ( WITH GATE VALVES DOUBLE CHECK BACKFLOW PREVENTION DEVICE IS IN GOOD WORKING ORDER
DARLING B-84-B,MUELLER A423 OR CLOW MEDALLION F2545.
LOCATED IN TRAFFIC WAY.) . W.M.
AT THE TIME OF INSTALLATION AND PROVIDE DOCUMENTATION THAT THE DOUBLE
5. ALTERNATE METHOD OF RESTRAINING HYDRANT MAY BE USED IF CHECK BACKFLOW PREVENTION DEVICE HAS BEEN TESTED AND IS IN GOOD WORKING
APPROVED BY W.M.U.D. (E.G. TIE RODS) ONE YEAR FROM INSTALLATION BY A QUALIFIED BACKFLOW TECHNICIAN AS APPROVED >
6. COMPLETE ANCHORED FIRE HYDRANT ASSEMBLY MAY BE UTILIZED IN GATE VALVE BY INDIAN RIVER couNlY s UTILITY ENGINEER. ( f)
OF ABOVE.
INLET GATE W INDICATOR
:. - 7. SH L NES GREATER THAN 6" IN DIA., THE
VALVE EXCEPT AS REQUIRED TO FLU I n/
90' BEND CLOSED �++--
6 FlRE HYDRANT
�� DETAILS
c TIE IN VALVE SHALL REMAIN CLOSED AND SHALL BE LOCKED IN THE CLO
RE R UPI 1 AI W POSITION BY THE UTILITY COMPANY. THE TIE IN VALVE SHALL REMAIN W
I_
(TYP) UNTIL THE NEW SYSTEM HAS BEEN CLEARED FOR USE
9 N.T.S. TIE RODS - _ / CLOSED & LOCKED
(TYP) , \ w U N ION BY FDEP AND ALL OTHER PERTINENT AGENCIES.
LOCKING S. UPON RECEIPT OF CLEARANCE FOR USE FROM FDEP AND ALL OTHER PERTINENT
1 1/2' TYPE K COPPER CURB STOPS
SERVICE LATERAL " w ^ ^ AGENCIES, THE CONTRACTOR SHALL REMOVE THE TEMPORARY JUMPER CONNECTION.
"' ''' 18 MINIMUM DISTANCE Z xa
METER BOX _ THE CORPORATION STOPS ARE TO BE CLOSED AND PLUGGED WITH 2" BRASS STOPS.
s _ - ;•�:.;::..:£;s,.iti :•�;�' ;.�.,:�•'•:..r• e ...•: -s A•'••'.}
9. ALL
i'
A. "%•: ,!W.M.
: INSTALLATION AND MAINTENANCE OF THE TEMPORARY JUMPER CONNECTION AND
(METER NOT SHOwN) . ' i.:'. ` : •'. • : • t':. ' ..r. . ,' .. '.zw : • f'r ~.� ^ ,•'. \ \ g
1' TYPE K COPPER I .a• : r ♦ $..... I .}:.•• /\ u u
SERVICE LATERAL 800
•: L'� ___ "" - - ; .s•' .i t / ASSOCIATED BACKFLOW PREVENTION DEVICE, FITTINGS VALVES, ETC., SHALL BE
HE RESPONSIBILITY HE CONTRACTOR
T OF T 00 FINISHED _
��\%�\/ia/� ��/� r •- 10. IF THE WATER MAIN TO BE FLUSHED IS LARGER THAN 6" DIAMETER OR SUCH
m
�' Oi�CRETE SUPPORTS . GRADE
NOTES (OR APPROVED BY IRCDUS) LENGTH THAT A FULL PIPE FLUSH AT THE 2.5 FPS VELOCITY CANNOT BE
1, VALVE BOX LID SHALL BE PAINTED BLUE FOR WATER _ _ - ACCOMPLISHED, HE FOLLOWING PROCEDURE SHALL BE UTILIZED.
//\\�\�\ \/ �\\\�\ \ \ /\/ \�\\�\�\ D T ZED
AND YELLOW FOR FORCE MAINS. �\( ,� /�
BRASS COMPRESSION ELEVATION � `%J�A� /ia�\/a\� a �i� iayi�Ya A) INSTALL PRESSURE GAUGES AS INDICATED ON DETAIL (W-12A)
B) OPEN ALL DOWNSTREAM VALVES IN THE NEW SYSTEM PRIOR TO FLUSH
WYE BRAN04 WATER MAIN
- IN LINE DUAL C) FLUSH NEW WATER MAIN THRU TIE-IN VALVE MAINTAINING A 10t PSI
PRESSURE DIFFERENTIAL BETWEEN GAUGES DURING FLUSH.
3 VALVE 'BOX PAD
BRASS LOCKING CURB CHECK BY IRCUD NOTES ELEVATION D) TIE-IN VALVE SHALL BE OPERATED BY COUNTY PERSONNEL, IN THE
N.T.S. STOP (F�OR �� PLAN VIEW j. PRESENCE OF THE ENGINEER OF RECORD TO INSURE THAT THE REQUIRED
9 WITH INTEGRAL PRESSURE DIFFERENTIAL IS MAINTAINED. `
MIETER cauPLmG 1. ALL COMMERCIAL BUILDINGS AND INSTITUTIONS WITH BUILDING SPRINKLERS MUST NOTES =
~,
CENTER OPENING HAVE AN IRCDUS APPROVED DETECTOR CHECK VALVE AND METER TO BE INSTALLED ON
OVER METER(s) THEIR OWN PROPERTY. DETECTOR CHECKS SHALL BE INSTALLED IN ACCORDANCE WITH TEMPORARY JUMPER DETAIL NOTES
THE STATE FIRE MARSHALL CODE AND THE IRCDUS AND SHALL BE MOUNTED ABOVE 1. ALL HOSPITALS, SCHOOLS, COMMERICAL, INDUSTRIAL, AND OTHER Q
1" MIN.GROUND. INSTITUTIONS ARE REQUIRED TO INSTALL DOUBLE CHECK Z
CUSTOMERS METER
BACKFLOW PREVENTER WITH REDUCED PRESSURE ZONE FEATURE AS DETERMINED BY UTILITY. W
PIPING BOX < z 2. DETAIL SHOWN ;CAN BE MODIFIED AND APPROVED BY IRCDUS FOR EACH INDIVIDUAL PROJECT. NOTE: Q
(BY OTHERS) (� NOTE ? US APPROVED MANUFACTURERS' PRODUCT LIST. 2. ALL MULTI -STORY, MULTI -FAMILY SERVICES ARE REQUIRED TO INSTALL
16 3. ALL MATERIALS ARE TO BE PER IRCDUS
" -SIZE of ►wN N0. 3) N . � THE CONTRACTOR SHALL PROVIDE AS-BUILTS BY ~ I-
RPZ BACKFLOW PREVENTERS.
a• BRONZE rMsc ANCHORED WAR •0 $ A LICENSED SURVEYOR PER INDIAN RIVER COUNTY REQUIREMENTS Q IN �' POST MAIN s 3. APPROVED EQUALS HAVING FULL UL, USG, AND AWWA CERTIFICATIONS MAY
C X S' CONC. POST
36"COVER DEPTH OF COVER ;
• , BE INSTALLED ONLY AFTER SPECIFIC APPROVAL BY IRCDUS � W
4" MIN. GRAVEL • ' .
OR CRUSHED Roca : • '.•' - 4. SUPPORT BACKFLOW PREVENTER FROM WALL OR APPROVED PIPE
Q C0
�78. r� SUPPORT SYSTEM. PIPE SUPPORT SYSTEM SHALL BE BRASS,-ro BE
LL
DSC wrrH w °�` 9 DOUBLE -DETECTOR CHECK VALVE ASSEMBLY COPPER OR D.LP., AS APPROVED BY IRCDUS.
O
ar sH°Dow BRONZE co. CROSS SECTION 5. BELOW GROUND INSTALLATION IN A VAULT MAY BE CONSIDERED
OR APPROVED EOuw 9 N.T.S.
FINISHED GRADE NOTES FOR APPROVAL IF FINISHED GRADE OF BOTTOM OF VAULT IS AT Q
LEAST 1 -0 ABOVE THE HIGH WATER LEVEL
: U
1. METERS OVER 2' MUST BE APPROVED BY UTILITY AND INSTALLED 6. PIPING 2-1/2". OR GREATER SHALL BE FLANGED DUCTILE IRON PIPE.
BY cONTRACTOa
I 7. AL L MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS PRODUCT LIST. .
y• 2 ALL METERS Y AND SMALLER WILL BE SUPPLIED AND INSTALLED
Imo,' 8Y INDIAN RIVER COUNTY UTILITY DEPARTMENT. (OR UAL).
8 ALL FASTENERS SHALL BE 316 STAINLESS STEELAPPROVED EQUAL).
9. ALL RPZ BACK FLOW PREVENTERS SHALL BE CERTIFIED BY APPROVED TESTER AND APPROPRIATE
3 MINIMUM SIZE OF METER BOXES 1' SERVICE (12' X 20'); 1-1/2' AND <.
MI SERVICE (tT x 28"). CERTIFIED FORM SUBMITTED TO IRCDUS.
SET POST IN CONCRETE
NOTES 4. 5/8" -3/4' METERS SHALL BE HERSEY TURBINE, MASTER METER,
1. MARKER TO BE PLACED DIRECTLY OVER PIPE. OR APPROVED EQUAL WITH 5/8- RUBBER METER WASHERS. 12 RPZ BACKFLOW PREVENTER SHEET
2. MARKER TO BE USED AT ALL CANAL CROSSING AND AS DIRECTED BY IRCDUS. 5. 1" - Y METERS SHALL BE MASTER TURBINE OR COMPOUND As REQUIRED. 9 N.T.S.
3. MARKER TO BE USED OVER FORCE MAINS.
4. MARKER TO BE USED OVER FORCE MAIN VALVES.
7 METER BOX
PERMANENT LAND MARKER 4a HOURS BEFORE DIGGING OF
4 N.T.S. 12
CALL TOLL FREE
N.T.S. 9
1(800) 432-4770 CHRISTO PONTELLO, FL PE# 55544 PROJECT No
9 SUNSHINE STATE ONE CALL Ql 21�1�7
OF FLORIDA DATE.
07-104
0 COPYRIGHT 2003 W.F. McAIN dt ASSOCIATES, INC. THIS DRAWING AND ANY ELECTRONIC FILE 15PROTECTED 61f COMMON LAW COPt ROM AND MAY NOT BE REPRODUCED [N ANY WAY WITHOUT THE WRITTEN PERMISSION OF THE ENGINEER. 'CHANGES TO THE DRAWINGS MAY ONLY BE MADE BY THE ENGINEER: IF ANOTHER PROFESSIONAL ENGINEER ADOPTS THIS DRAWING AS HIS/HM OWN WORK, THE SUCCESSOR PROFESSIONAL ENGINEER SHALL ADHERE 70 THE PROCEDURES OF GIG15-27 F,A,C. ANY OTHER CHANGES SHALL BE CONSTRUED AS AN INFRIGNMENT OF THE ENGINEER'S COPYRIGHT OR OTHER RESERVED RIGHTS AND MAY VOID THE INTEGRITY OF THE ENGINEERING DESIGN.
-- - -..-.
THREADED BRASS
. .
,. ,
FINISHED
.� ._ .
%
.
. ..
. . . . .. , . ... . .... , . .. .
. : .
.. .. . .
... ..1. . . .
.
.: .,. ..
.:.... ... .":.:
. . ..
l
I.
.
. ...:....
..
..
.
... ..
. .
. . .
.
CLEAN-0UT
GRADE
.. .. .
. ..
: .
I;
S .
NDARD
. . .. .. .. ... . . ....
"T" B RA
PLUG
. .. .. I ..
SEE PIPE OPENING
24` FROM EDGE OF MANHOLE
...
..
.
FITTI NG
. TO OUTSIDE OF BELL
INSS'TAILLAT ON)HMAY .
OR P.E. JOINT (TY. ..
.
I
" I: -
8 5-0 LD' 8
SEE PIPE .
CLEAN -OUT
BE PRECAST.
DETA ING
ADAPTER
THREADED CARS
NOTE:
.
��
CLEAN -OUTS IN . 4" PVC PIPE
cn o
w ~
�� . .
-f
B .
TRAFFIC AREAS
_
. a-
o
.
,
SHALL HAVE C.I.
, .: >
• �.- ..
-: '__: '; ry :. ' `
- ---. PIPE TO MANHOLE CONNECTION
,
i.R.-.
PIPE INVERT
VALVE BOXES AND ,' .
o
45 ELBOW
.. ...: ... TO BE NEOPRENE BOOT WITH
..
..
"
a
S S E /
STAINLES TE L 2LFTE
PED "S" ;'.
COVERS STAM ; '
, ..:.
STAINLESS STEEL ACCES SO TES
R . .
.. 6 MIN.
O O
STRAPS
PVC ' :, , :
. ..
.. . .. .: FILL CONCRETE KOR-N USEAL OR APP. (FOR . .
....
..�1.
(IYP.)
,
0 IY
.
WE
::
. .
...l._..D.�,.1
. . PRECAST HOLES).
:�..�..F. %.:..
:.. O
.
PVC :.
...
,. . .-z
.. ... .. ..
ELEVATION
.. ..
I .... ;
'• : . •.fir;
.. r..; .4:;.;f� �. �,..� t
. .....:..;- '
STANDARD LONG
RA D US ELBOW . .
, ,
SEWER LINE
PIPE JOINT DETAIL AT MANHOLE
I.
..,..- . --N-
NOTE
.
UNDISTURBED
1. PIPE Jt7INT DETAIL IS TYPICAL FOR ALL PIPE .: .. :
FILL CONCRETE ;
T❑ MANHOLE C�NNECTI�NS
I.
MATERIAL .
5 MANHOLE EFFLUENT & INFLUENT . . .. .
ELEVATION
SECTION B-B
1 CLEANOUT DETAIL
.
10 . N.Ts. ",
TO BE USED WHERE
DROP IS Z OR MORE
10
N.Ts.
.'E.
LI
.. .. . .
.1
j...
.O,...
NOTES
XISETtNG 4' IN ..
1 SEE MANHOLE NOTES ON DRAWING NO S-4
HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS
PROPOSED
UTILITY
POTABLE WATER .
RECLAIMED WATER
GRAVITY SEWER
GRAVITY & F.M.
STORM SEWER
ACCEPTABLE
HORIZ.
VERT.
HORIZ.
VERT.
HORIZ.
VERT.
HORIZ.
VERT
VARIANCES
1
5- C/C
,
POTABLE
---
---
18"
10'
18"
10'
18"
WATER
3' 0/0
SEE GENERAL
NOTES NO. 4
5' C/C
I
5' C/C
RECLAIMED
18"
---
---
18
---
---
3' 0/0
3' 0/0
WATER
5' C/C
SANITARY
10'
18"
18"
---
---
---
---
SEWER
3' 0/0
N.T.S.
/- TOP OF CAP
/ AT GRADE
(TYP.)
(E OF ROAD -\
ELEVATION
TOP OF CAP
AT GRADE
(TYP-)
`Y 4" GLLANUU I MIN. SLOPE 1/4" PER FT. LINE
`` A D "
V�rJil�I no i�l��� �► ���I��� I>itl
11 14 .�st�
•
4" CAP
DETERMINED IN THE
FIELD AS REQUIRED TO 4" CLEAN OUT
SINGLE SERVICE
AVOID UTILITIES. (TYP.) STAND PIPE
TYPICAL
DOUBLE SERVICE
WRAP WITH
TYPICAL
DETECTION TAPE
STANDARD "Y" BRANCHES
6" 4" CLEANOUT
TO BE LOCATED IN THE FIELD
INSTALLED PLUG
(NP)
WRAP WITH
DETECTION TAPE
CLEANOUT
w
UJI
%4"
6"
BENDS AS
0-
6 /
"
REQUIRED
a
_z
-'
PROPERTY
LINE
.
q OF SEWER MAIN TO BE
6" DOUBLE "Y"
019 OF STREET UNLESS
6"
OTHERWISE SHOWN ON PLANS
.
0
z
i
a
3
�
d
U
N
'.
Z
I-`�I
o
Q
Q
cl W
Z
0
ULj
Z
0
w
Y
U
w
o
U)
o
0
W
a PLAN VIEW �
NOTEi �.�� �����I III � I..r,�� ,:�I I1�I::�� ���l-��;. .I '.:,1_�, ���"I"����- "�. -1 �-II ., �,���,% ��,��1 - �,I.-- � ���� . � �� .,-�,,,��:,"I �� - � 1. . -.�: 1.,-,.."..1�� �...". I, � I.�� �,'� �:, �1.-�.�� �_ .:�� ...�.. ,:� .� �� � .. . ��.� , ..,�� � ,�� � :� - .� � � ,���II;..�:�.1� _..� .�
co Ill
OR PEA ROCK WHERE UNDISTURBED SOIL ' '
- �.._I � � ,I �%I ",� , � ..-
- �.��-��!�- � �,..,-.
� . _. �*.�� � �:,.-1 I��., -.��� -�:,'I"� �,,�. ,-I.II',,I�- 1���� , :�.. , � :�.',"_�
�� ���� ��� � � � �I -�'���- ��I, I��:' . � , — �..�: :�� . ��.1,�� *. .�;�� ��_�� ��.�,,�'� ��"�� �,.�..I I � ��-� .��-,� ���. �j � ��:.'�� ��� * �� � .��. � .�,,�- ��.�.����� *.1I �:�� ,�� �'� �� �'* , 1���- l �1.I. � �11-�1� � �:. ,'1I�1 - -I:,-��- 1.�, � � -_ ���I, .I� �Ii I �I� ��� ��..�I � -�.- .-�I � ��� �1II:,�I', j. � :� '.1., �� � � , . �.I1� �- �:- , ,��--,:.I I ,W��� �,�-� � � � -..� . ! .� � ��, , � �: �-� �-� � , .����� - �� � �-- II���. �:�-� �,� I � , 11�. _ �. ,� .1, -:� � 1�� II1:� .�1� I�� 11�1: I'i111� I1�,-
�l .'llI.�.I I.I ,:I,1I. � '. -l-,, 1II I,,I 1, -,I II IIIlI III ' 1I1,1 I I '�zI I I I.14I : ''l1 �,'.�"II 1I 1.'I �1'iI. Il� I1,� _- 1 I__I w1 I .I :III, , �,". "�.'-�''�''�I1, l,l,I: ::I'I -,1w:I.I�Ilw11II .1 ,�II'I l.1, �I I .., '.II 1� Iz 1II ,II, �I--'I,', �� .. .I,II , II IIlI' . , �:I. I z. I1� ,"'::.1"I III,,I I, .�I1II �1,-,-_;'�'.I- l�:I11I-1I�, ',,I"I, I -'11I- I�l1l, .I �111I,11'I,II II :� 1I.1II _
,1I, II�-�. I1I I, 0 .II,'I. 'lolI .1II,, I�I11I, 1 �. .�. .11lII_.1-l�_.IIl .:_. -I ,- I;1,.1III. '-1.:l.I�I._.'1:11:.III,.'l1..1. 1:..��.--.l/I.I.,1. I_-1I I.�1.. .1..1
z1",1lI I1, 1, I 1��1I- ",�1I,L .111I':II _.,:'. I�,, I I.-',I�'-. ,l1:- -.iI - _I_II I�. - �I _II _. . ". I.I Ie,-I_� ' ."�.
, �I.. I) .I -)I '�..-.!. ,1IIe .III II',�;,;I:�- Il.- .:i.lI I ,. I .II z�- '..1,.".', :.,. l:I, ., 4I...Il,'I ,�l... oII�I"I1 .�_ I1!,.I 1:II- II.�
II
I�1.... _I.. . %�N,� 1
-�1,,,,.."1'1 -z
,",�. . 11���1I 1II .__ 11";-- II I �
' III I 1,l.Il .1,:1�I I ,I :�I ;,,:,
CONDITIONS REQUIRE D BOTTO SAND CHANNELS OF AL 1. SANITARY SEWER LATERALS SHALL BE A MINIMUM OF 6" IN DIAMETER. z
I.. I"
,.'
I.. I.I .11.II I I1 1III
II
II
/\1.IZ,-I ,4 I PII I3.1I/
.I4. .,�-I01_� _1�. �._lO..jwF ."I
j_� A- . � I � : , I I-1I
II, OcI f�I
I11 1�,': II 0I'MIlI FIl
L=-=N_i o -I I I I 1. 1 I
GENERAL NOTES F I FILL -
1i.I I I..I .. II -. I I''N .
.
HII
4 7- I I �t
II
IV
, II I II I 11I I ,I111�I
-I,II'I1I:III 1I1 I , 11,- 1I II I II I -
I 1I 1 "I 1III1 III , II , I I
4 L MANHOLES TO BE O 2,500 P.S..
TRENCH WIDTH 2. MbGNETIC DETECTION TAPE SHALL BE INSTALLED OVER ALL z w
1) THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS AS 4) ACCEPTABLE VARIANCES: w CONCRETE FINISHED SMOOTH WITH STEEL TROWEL. .. '
SERVICE LATERALS.
DESCRIBED IN F.D.E.P. RULES OF THE FLORIDA ADMINISTRATIVE CODE
llI
.
(FAG). THESE SEPARATION REQUIREMENTS SHALL APPLY BETWEEN A. WHERE HORIZONTAL SEPARATION IS NOT ATTAINABLE, DUCTILE 5. CONCRETE MANHOLES TO HAVE A MIN. WALL THICKNESS OF 6". `V
NEWLY PROPOSED UTILITY LINES MID EXISTING OR PROPOSED UTILITY IRON PIPE OR CONCRETE ENCASEMENT MUST BE USED FOR AT NOTES 3. ALL LATERALS TO BE PVC (SDR 26) AS SHOWN. W W o O co
6. INSIDE OF MANHOLE SHALL BE COATED WITH TWO COATS OF COAL TAR L
t1� ))))tU_:,0
LFASi ONE OF THE PIPES. DUCTILE IRON OR CONCRETE o `-
uNEs. ENCASEMENT MUST BE USED UNTIL MINIMUM CLEARANCE IS 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, EPDXY AND TWO COATS OUTSIDE. (KOPPERS 300 OR EQUAL). 11 STANDARD LATERAL SHALLOW SEWER }- � o M rn o
• 2) FOR THE PURPOSE OF THIS TABLE, RECWMED SHALL MEAN REGAINED. PROVIDE APPROVED METHOD OF CONSTRUCTION. 7. CHANNELS TO BE FORMED IN ALL MANHOLES TO ACCEPT T.V. CAMERA. 10 N.T.S. Q w z < o
UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY FAG.
B. WHERE 18' MINIMUM VERTICAL SEPARATION IS NOT ATTAINABLE I :Z � O 11.: I....1O. '
17-610. OTHER TYPES OF RECWMED WATER ARE CONSIDERED AT CROSSINGS, USE ONE FULL LENGTH OF DUCTILE IRON OR . .. 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. 8. ORIENT ECCENTRIC CONE AS REQUIRED BY ENGINEER IN FIELD. ! U z o w -
RAW SEWAGE AND SEPARATIONS LSTED FOR SANRARY SEWER ENCASEPIPE CENTERED AT THE POINT OF CROSSING. SPECIAL DEPTH TO BE DETERMINED IN TH SINGLE SERVICE O Ltj O Ci
SHALL APPLY. SUPPORT MAY BE REQUIRED. 3., NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISTING 9. BOTTOM SECTION TO BE MONOLITHIC POUR EXCEPT WHERE DROP FIELD AS REQUIRED TO AVOID AS SHOWN ON n =J N ti
3) ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE AND SHALL HAVE LAPPED AND FEATHERED JOINTS. (1-1/2 MIN. THK.)
OF PIPE UNLESS OTHERWISE SPECIFIED. CRITERION PRODUCING C. IF 36' MINIMUM DEPTH OF COVER IS NOT MAINTAINm, SPECIAL " CONNECTION REQUIRED. UTILITIES (IYP.) I STANDARD w p w h
GREATER CLEARANCE SHALL BE USED. PROTECTION OR PIPE MATERIAL UPGRADE MAY BE REQUIRED. 4. . COMPACTION PERCENTAGES SHOWN REFER TO A.A.S.H.T.O. T-180. 10. CONNECTIONS TO EXISTING MANHOLE AND LIFT STATION WET WELL LATERAL DETAIL 4" CLEANOUT $� CAP Q o = > = w
5) NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH STRUCTURES SHALL BE BY MEANS OF BORING A PENETRATION IN THE 4" CLEANOUT & CAP J a = W • C/C - DENOTES CENTER OF PIPE TO CENTER OF PIPE /JqY PART OF A SANITARY OR STORM WATER MANHOLE OR STRUCTURE 5. ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER DRAWING NO. S-1 STAND PIPE
COUNTY PUBLIC WORKS / F.D.O.T. STANDARDS. STRUCTURE, RATHER THAN PUNCHING. THE CONTRACTOR SHALL TAKE STAND PIPE ! > u- H CO 2 LL
• o/o -DENOTES OUTSIDE of PIPE To OUTSIDE of PIPE POSITIVE MEASURES TO PREVENT ANY CONCRETE OR CONSTRUCTION rt OF OAD Z U w � O o_
6. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL. DEBRIS FROM ENTERING THE WASTEWATER SYSTEM. PROPERTY PROPERTY z I- co of
THE WORD `MAY. AS USED ANYWHERE IN THESE SPECIFICATIONS, INDICATES CITY ELEVA ION CROWN Q Q cp w
ENGINEER'S DISCRETION TO BE TAKEN ON A CASE BY CASE BASIS.
7. TRENCH WIDTH "W" = PIPE O.D. PLUS 2'-0". 11. BUOYANCY CALCULATIONS SHALL BE REQUIRED FOR MANHOLES 1N LINE LINE m 0 o
OF ROAD U z >
- FLOOD ZONES. U o I"-. N
8. USE TRACE WIRE ON MAINS. (SEE DETAIL) 12. N0. 40 BARS 9" O.C. EACH WAY IN SLAB (TOP AND BOTTOM). I 2 3 Of
2 UTILITY PIPE MINIMUM SEPARATION REQUIREMENTS TABLE
6 TRENCH DETAIL PAVED AREAS 13. SLOPES ON CHANNEL BOTTOMS TO EQUAL SLOPES OF LINES ENTERING o v
10 N.T.S. AND EXITING MANHOLES. e
10 N.T.S. 14. 2 COURSES MIN. 6 COURSES MAX. BETWEEN ALL PRECAST MANHOLE o >
z TYPICAL TRENCH CONTOUR >
PROVIDE TRENC TOPS AND CASTINGS. I 6"x4" DURING CONSTRUCTION 6"x4" o
SLOPE AS REQ'D. 15. 3/4" CRUSHED STONE FOUNDATIONS FOR A MINIMUM DEPTH OF 12" m SWEEP SWEEP
MANHOLE FRAME do COVER GRADE [ Z
LEVELING RINGS U.S. FOUNDRY DWG. NO. 420A - SHALL BE PROVIDED AS REQUIRED BY I.R.C.D.U.S. 6" z
2 COURSES MIN. 16. TRAFFIC BEARING LID ONLY. BENDS AS REQ'D.
. 6 COURSES MAX. CUT ,
L CLASSIFICATION 17. SEWER PIPE INVERTS AT BOTTOM OF MANHOLES SHALL HAVE
HEIGHT i� AN INVERT ELEVATION DIFFERENTIAL OF 0.1 FEET FOR A CHANGE 6", 30° LONG
r IN DIRECTION AND 0.05 FEET FOR A STRAIGHT RUN. RADIUS BEND 3/4"
4 3/4 > 6" MAX. LAYERS 18. A WATERTIGHT BOOT SHALL BE PROVIDED FOR ALL MANHOLE �I GRAVEL
w O OR OTHER APPROVED FRAME/COVERS. DBL. SERVICE Z
e" M o - U METHOD TO ACHIEVE' M _
= o MAINTAIN TRENCH o 19. MATERIALS FOR LINING MANHOLES WHERE REQUIRED SHALL BE EQUAL TO AS SHOWN ON f- CONTINUE GRAVEL BED
' WIDTH 2'-O" ABOVE z 95/o COMPACTION D- UNDER PARALLEL TO
RnMriEcEic PGA : , o g THAT MANUFACTURED BY ASSOCIATED FIBERGLASS ENGINEERS AND SHALL BE STANDARD o w -'= ,, a
o/E TOP OF PIPE SEE NOTE 4 a ;. .;,
c c SLOPE m ENGINEERED TO A STANDARD OF 16,000-POUND VERTICAL DYNAMIC WHEEL �TERAL DETAIL t�G; :• * PIPE INTO UNDISTURBED J
.'!
M r` SAND i ; �� " SOIL TO PROPERTY LINE
DRAWING NO. S-1..
0 0 2 FT. LOAD (AASHO H-20)• BED f,: Q l.I ,
�,
_- 1 I:II 1 "I�. III , ,. .I.,. ' . .II--. 1II .11 I. II�. I
I I I,. I'I:I
11
.I ire / ?: c ; �.t,,!v„
�' a =;�Z�rt. u:. STANDARD "Y" BRANCH
OR s'-a" LD. a o- o PIPE INVERT ;t �} LV
A w o o TRAFFIC BEARING UTILITY z } ' a < ,F„ TO $E LOCATED IN FIELD
A , SEE PIPE R yr �. ,�rw '
OPENING Q i i MAXIMUM WATER LEVEL 4" MAX. BOX AND TOP WITH LIFTING •~ `
FILL CONCRETE DETAIL' PIPE 5 5 ALLOWABLE DURING LAYERS DEVICE IN TOP. IDENTIFY
' CONSTRUCTION A
6` IN. ; '...:., INVERT �, N
T 95% TI LITY 2
U
. MIN, GRADE 12 SAND EXCAVATION W .
''�ti...':...•...-
�.:.•; ,.
,..... , 12" PIP 12 (SWALE) 1 p N.T.S.
_: _. SEE MANHOLE 3/4" DIA. BEDDING ROCK GRADE (ROADWAY)
M. EEIII � T , ,O7..R,-4"_. E. 4�e:X:"��,.--�I �:C...,..V.1,,......,...0., ."E:.
4:, EI
EFFLUENT & OR PEA ROCK WHERE 'D' UNDISTURBED
INFLUI?1T DETAIL CONDITIONS REQ'D. THE C IDTH SOIL .. 6"
..>. NOTES
SECTION A A NOTES • `tj ' 1. 3/4" GRAVEL BEDDING "
ELEVATION , , ., , r 3/4 GRAVEL
:• .; .
* :•'•:. SHALL BE USED FOR
1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, • :".:•• :..,. ; Z W
TO BE USED WHEN CUT CLASSIFICATION IS OVER 6'-O" PROVIDE APPROVED METHOD OF CONSTRUCTION. :... Y• EXCAVATION IN ROCK.
'-- '.'� SAND BEDDING SHALL BE 24"
2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD. :' USED R ATION IN FO EXCAV W
NOTES 3. COMPACTION PERCENTAGES SHOWN REFER TO A.A.S.H.T.O. T-180. AIR RELEASE "'`.s )'.r' 2„ P SAND. MIN.
. : 1. ' SEE MANHOLE NOTES. V BE PVC ALVE .. ` 1 / V C 2 ALL LATERALS TO
4. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL. -�••'' .; AND FITTINGS SECTION H-H
2. SEE' STANDARD MANHOLE CASTING DRAWING. 2) S SHOWN.
5. TRENCH WIDTH "W" = PIPE O.D. PLUS 2'-0'. � • (SDR 6 A
3. SEE PIPE OPENING DETAIL DRAWING. �•�
';.•: 4' -0- MIN, ... , ROCK EXCAVATION
6. USE TRACE WIRE ON MAINS. (SEE DETAIL) 2" DIAMETER *,-
` 4. ,SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING. ".:'�; '
5. USE 5'-0" ID. MANHOLE AS DIRECTED BY THE ENGINEER. STAINLESS STEEL -� ' r`{,
7. ALL RESTORATION tN EASEMENTS OR RIGHTS OF WAY OR WHEN
OR BRASS 2" DI
13 MODIFIED RISER LATERAL DEEP SEWER
. REQUIRED BY OTHER JURISDICTIONAL AGENCIES IT SHALL ,; AMETER
CONFORM TO COUNTY UTILITIES SPECIFICATIONS OR THE OTHER NIPPLE .`: STAINLESS STEEL 10 N.T.S.
3 STANDARD DEEP M.H. JURISDICTIONAL AGENCY SPECIFICATIONS, WHICHEVER IS MORE `' OR BRASS U.S.F. DWG. NO.420A OR EQUAL
10 N.T.S. STRINGENT. .• '
:r �. NIPPLE MANHOLE COVER. LETTERS
7 TRENCH DETAIL UNPAVED AREAS 2" STAINLESS STEEL ;+• MARKED "SANITARY SEWER".
Q
10 N.T.S. DOUBLE STRAP f; 2" BRASS CURB 22-3/4"
SERVICE SADDLE :h'••' STOP Z 0
SPACE AROUND OUTSIDE OF PIPE SEE MANHOLE 7•,� 2" `
yA, / w
SHALL BE COMPLETELY FILLED MANHOLE FRAME & FINISH GRADE EFFLUENT &
wmI NON-sHRiNK GROUT. REMOVE COVER U.S. FOUNDRY INFLUENT DETAIL J
CONCRETE AND BEND EXPOSED DWG. NO. 420A PROVIDE OFFSET V'
EXISTING REINFORCING STEEL
AROUND OUTSIDE OF PIPE. (FOR FIELD : LEVELING RINGS CUT OUT FOR OD ❑ COVER
INSTALLATION) PIPE TO MANHOLE 2 COURSES MIN. Z OF MAIN g W Z
CONNECTION TO BE NEOPRENE ' 6 GOURSES MAX. o
BOOT WITH STAINLESS STEEL CONCENTRIC 2LF�1 ~
Q ® 22-15J16" (/�
ACCESSORIES AS MANUFACTURED BY CONE U
KOR-N-SEAL INC. (FOR PRECAST . 1 /2 CUBIC YARD
❑ ❑ 20-5/8" ♦♦^^ Q
v/ m
HOLES) , o ENIING 3/4" GRAVEL OR W
DETAIL v _ DRAIN ROCK SEWER FORCE MAIN ti (n
H.P. ELEV. OF FILL CONCRETE D D I L
TO BE SAME AS O.D. OF PIPE � 2"/FNOTES 3'-0" I -I r O
SLOPE LL
FILL r ;:, . , % . U 24-3/4"
CONCRETE ; ;•:(::,. ''`''�' 1. ALIT❑MATIC AIR RELEASE VALVE TO BE L❑GATED ONLY WHERE 3'-O" Q �
- C❑NDITI❑NS MAKE IT INACCESSABLE ❑R AS REQUIRED BY THE >m ttV--
' g" 4'-0" I.D. g" I. R. C. D. U. S. CONCE LE D WATERTIGH FRAME SECTION
.
PIPE INVERT 2, AIR RELEASE RISERS T❑ BE IN A VERTICAL P�SITI❑N AND
NOTES
•, PLACED AT SUMMITS IN THE SYSTEM.-
• A.
• ' A WATERTIGHT BOOT SHALL BE PROVIDED ON ALL MANHOLE FRAME/COVERS.
6" TYP. _ : '.. . " ELEVATION SECTION D-D
3. SEE TRACER WIRE DETAIL,
• •` M TO BE USED WHEN CUT CLASSIFICATION IS 6'0" OR LESS 14 STANDARD MANHOLE CASTING
Z NOTES
- - 1. SEE MANHOLE NOTES ❑N DRAWING N❑. S-4 10 N.T.S. SHEET
2. SEE STANDARD MANHOLE CASTING DRAWING NO, S-3
PIPE OPENING = PIPE O.D. + 6` 3, SEE PIPE OPENING DETAIL DRAWING NO. S-10 .
5/8 PIPE oI ; 4, SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO, S-11 10 AUTOMATIC - WATER SEWER FLOW GROUND AIR RELEASE VALVE DETAIL
ELEVATION -, "
11 N.T.S. 48 HOURS BEFORE DIGGING OF
� 1�1�1;� I- Ili . -.�
8 STANDARD SHALLOW M.H. Z
OPENING DETAIL CALL TOLL FREE
4 PIPE 10 1 (800) 432-4770
N.T.s. SUNSHINE STATE ONE CALL CHRISTOPI� J. PryO{NTELLO, FL PE# 55544 PROJECT No
1 p : N.T.S. OF FLORIDA . I 8 207 07-104
DATE
. ..:: . .
®;COPYRIGHT 201 W.F. McGUN dt ASSOCIATES, INC. THIS DRAWING AND ANY ELECTROMC FILE IS PROTECTED BY COMMON LAW COPY RIGHTS AND MAY NOT BE REPRODUCED IN ANY TOR' WITHOUT THE WRITTEN PERMISSION OF THE ENGINEER. CHANGES TO THE DRAWINGS MAY ONLY BE MADE BY THE ENGINEER; IF ANOTHER PROFESSIONAL ENGINEER ADOPTS THIS DRAWING AS HIS/HER OWN WORK. THE SUCCESSOR PROFESSIONAL ENGINEER SHALL ADHERE TO THE PROCEDURES OF 610/5-27 FAC. ANY OTHER CHANGES SHALL BE CONSTRUED AS AN MFRIGNMENi OF THE ENGINEER'S COPYRIGHT OR OTHER RESERVED RIGHTS AND MAY VOID THE INTEGRITY OF THE ENGINEERING DESIGN.
I.
�1..-
11
IIl
II
.
..I
II
- m. .
I
BAS 'IM
TR NCH WIDTH + M
.
RESTORATION
6"
2. SEE PIPE OPENING DETAIL DRAWING NO. S-10.
FSURFACE
MECHANICALLY
MIN.
I
SAW EXISTING PAVEMENT
3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL;
_
DRAWING NO. S-11.
•
/ / / /W�p
- • 2
4. SOLVENT JOINTS SHALL NOT BE USED FOR DROP PIPE.
/ /
'
/ / / / i
' ' IY
5. 2" WIDE STAINLESS STEEL STRAPS WITH 4" LONG STAINLESS STEEL
>
FASTENERS TO SECURE DROP PIPE TO INSIDE WALL OF MANHOLE.
/
11
%%%%%%�
REPLACEMENT
9
TYPE "A" DROP MANHOLE
SEE NOTE 6
LIMEROCK BASE Q
IN 3 LIFTS AT ui
1 p
,
6" MAX. LAYERS OR
98% U
''
OTHER APPROVED
METHOD TO ACHIEVE
�
M
I
1.
95% COMPACTION
-
MANHOLE
NOTES
/�,,\
LEVEL
MAX.ALLOWABLE
4"MAX.
LAYERS
�i
�
CONSTRUCTION
1.
REINFORCING AREA OF 0.20 SQ. IN./FT. FOR WALL SECTION, MIN. TO
AT 95%
•
MEET OR EXCEED A.S.T.M. A 185.
"N
2.
ALL CEMENT TO BE TYPE il.
3/4" DIA. BEDDING ROCK
12" PIPE 12"
-
3
ALL CONCRETE FOR PRECAST MANHOLES TO BE MIN 3 000 P S I TO
OF
_ _ _
-- --- - -
_ .
------ ., .
. .
. . . .
. .
. .. .
. ... . .. . . .
. . .. . . .... .. .
.
.
. .. . . •
. .. .
.
. .
. m
. .
. ... .. STEEL CASING PIPE . .
CHECK VALVES .
.
A
CH
a:
STEEL CASINGS SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION A139 GRADE B AND SHALL LORINE REQUIRED TO PRODUCE A 25-MQ/L CONCENTRATION IN 100FT OF PIPE BY
A. CHECK VALVES FOR DUCTILE IRON PIPELINES SHALL BE SWING TYPE AND SHALL MEET THE MATERIAL BE COATED INSIDE AND OUTSIDE BY A BLACK BITUMINOUS COATING, MINIMUM 5 MILS THICK. THE CASING
DIAMETER
REQUIREMENTS OF AWWA STANDARD SPECIFICATIONS C508-01, OR LATEST REVISION. THE VALVES SHALL PIPES SHALL HAVE THE MINIMUM NOMINAL DIAMETER AND WALL THICKNESS AS INDICATED BELOW. I
WATER MAINS POLYVINYL CHLORIDE PIPE AND FITTINGS SCOPE BE IRON BODY, BRONZE MOUNTED, SINGLE DISC, 150 PSI WORKING WATER PRESSURE, NON -SHOCK, PIPE 100-PERCENT 1-PERCENT
THIS SECTION COVERS POLYVINYL CHLORIDE PIPE AND FITTINGS FOR POTABLE WATER MAINS. CASING PIPE INSIDE DIAMETER CASING PIPE WALL THICKNESS DIAMETER CHLORINE CHLORINE
NON -SLAM, SLOW CLOSING, AND HYDROSTATICALLY TESTED AT 300 PSI. ENDS SHALL BE 125 POUND ANSI (INCHES) (INCHES) .
- B16.1 FLANGES OR 125 POUND ANSI B2.1 THREADED FITTINGS, DEPENDING UPON LOCATION. 6-16 0.250 (INCHES) (POUNDS) I (GALLONS)
GENERAL B. WHEN THERE IS NO FLOW THROUGH THE LINE, THE DISC SHALL HANG LIGHTLY AGAINST ITS SEAT. WHEN 4 0.013 , 0.16
OPEN, THE DISC SHALL SWING CLEAR OF THE WATERWAY. 18-20 0.312 6 0.030 0.36
POLYVINYL CHLORIDE (PVC) PIPE SHALL BE ALLOWED FOR USE AS POTABLE WATER PIPE WHERE COMPATIBLE WITH C. CHECK VALVES SHALL HAVE BRONZE SEAT AND BODY RINGS, EXTENDED BRONZE HINGE PINS, AND 22-24 0.375 8 0.054 .: 0.65
THE SPECIFIC CONDITIONS OF THE PROJECT. INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES (IRCDUS) MAY 26-28 . ... 0.437 10 0.085 1.02
BRONZE NUTS ON THE BOLTS OF BOLTED COVERS. O
REQUIRE THE USE OF MATERIAL OTHER THAN POLYVINYL CHLORIDE DURING CONSTRUCTION PERMIT REVIEW OR BY D. VALVES SHALL BE SO CONSTRUCTED THAT DISC AND BODY SEAT MAY EASILY BE REMOVED AND 30-34 1.0.50d 12 0.120 1.44 U
IRCDUS FIELD PERSONNEL DURING CONSTRUCTION IF IT IS DETERMINED THAT POLYVINYL CHLORIDE PIPE IS REPLACED WITHOUT REMOVING THE VALVE FROM THE LINE. VALVES SHALL BE FITTED WITH AN 36-38 0.562 16 0.217 2.60
FOR PIPES LARGER AN 16- HES IN DIAMET EE AWWA ST ARD SPECIFICATI 99
UNSUITABLE FOR THE PARTICULAR APPLICATION.
EXTENDED HINGE ARM WITH OUTSIDE LEVER AND WEIGHT, AS NECESSARY. 40-50 .. ' 0.625 TH INC ER S AND ONS C-651- w
E. CHECK VALVES FOR PVC PIPE LESS THAN 3" IN DIAMETER SHALL BE OF PVC TYPE 1, SERIES BC, WITH 52-58 .0.750 . ..
MATERIALS FOR SIZES 3" AND SMALLER' UNION, SOCKET, THREADED, OR FLANGED ENDS, AS REQUIRED. CHECK VALVES FOR PVC PIPES GREATER
. . 60 78 0 813
THE 3" SHALL BE BRONZE. PVC BALL CHECK VALVES SHALL BE PER THE APPROVED MANUFACTURER'S
PIPE MA -
AND FI TTINGS INTENDED FOR CONVEYING OR TRANSMITTING POTABLE WATER SHALL BE DESIGNED FORA 84 90 0.875
GENERAL DESIGN DATA
. A. ALL PIPE A PRODUCT LIST.%% _
PRESSURE OF 150 PSI. .
MINIMUM WORKING P -
96 102 0.937 WATER DISTRIBUTION
B. POLYVINYL CHLORIDE PRESSURE PIPE SHALL CON
FORM TO THE ASTM 2241, LATEST REVISION. PIPE SHALL BE SDR 21 PLUG VALVES 108 114 1.000 -
WITH APRESSURE RATING OF 200 PSI. JOINT DESIGN TESTED TO THE REQUIREMENTS OF ASTM D 3139. RUBBER 120 1.125 A. ALL WATER MAINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INDIAN RIVER COUNTY
RINGS SHALL CONFORM TO ASTM F 477 AND D 1869. PIPE TO BE MADE TO EXCEED THE REQUIREMENTS OF THE A. PLUG VALVES SHALL BE NON -LUBRICATED ECCENTRIC TYPE WITH SEMI -STEEL BODIES, RESILIENT FACED B. FIELD AND SHOP WELDS OF THE CASING PIPES SHALL CONFORM TO THE AMERICAN WELDING SOCIETY WATER MASTER PLAN, LATEST EDITION, OR CURRENT AWWA STANDARD SPECIFICATIONS AND
MATERIAL SECTION OF ASTM D 2241. PLUGS, AND STAINLESS STEEL OR NICKEL SEATS IN THE BODY. PORT AREA SHALL BE AT LEAST 80 STANDARD SPECIFICATIONS. FIELD WELDS SHALL BE COMPLETE PENETRATION,. SINGLE-VEE GROOVE OR CURRENT REGULATORY AGENCIES REQUIREMENTS.
C. POLYVINYL CHLORIDE PIPE PER APPROVED MANUFACTURER'S PRODUCT LIST. PERCENT OF FULL PIPE AREA FOR VALVES 20 INCHES AND SMALLER. PORT AREA SHALL BE 70 PERCENT SINGLE -BEVEL GROOVE TYPE JOINTS. B. ALL DISTRIBUTION SYSTEMS SHALL BE PROPERLY LOOPED, WHERE FEASIBLE, AND VALVED TO
PROVIDE MAXIMUM FLEXIBILITY IN PROVIDING SERVICE. Q N M �t Cfl 1�
D. THE PIPE SHALL BE BLUE IN COLOR. FOR ALL VALVES 24 INCHES AND LARGER. ALL VALVES 4 INCHES AND LARGER SHALL BE OF THE BOLTED C. DESIGN SHALL BE BASED ON AN AVERAGE DAILY CONSUMPTION OF 100-GAILONS PER CAPITA PER DAY, A MAXIMUM DAY (MD)
E. NO SOLVENT WELDS JOINTS ARE PERMITTED. DESIGN. ALL EXPOSED NUTS, BOLTS, SPRINGS, AND WASHERS SHALL BE HOT DIPPED GALVANIZED, TAPPING SLEEVES AND VALVES . ES AVERAGE DAY AND A PEAK HOUR ACTOR OF 4 5 TIMES AVERAGE DAY, PER INDIAN RIVER COUNTY
EXCEPT EXPOSED HARDWARE FOR SUBMERGED VALVES SHALL BE OF STAINLESS STEEL. VALVE BODIES FACTOR OF 2.25 TIMES GE R F Y, P
ORDINANCE.
JOINTS SHALL BE SEMI -STEEL WITH 125-POUND ANSI STANDARD FLANGED ENDS FOR INTERIOR OR o
ABOVEGROUND SERVICE; MECHANICAL JOINT FOR BURIED SERVICE AND FOR USE WITH THREADED CAST
A. TAPPING SLEEVE AND VALVES SHALL BE STAINLESS STEEL WRAPAROUND TYPE OR DUCTILE IRON ON D. DISTRIBUTION SYSTEMS SHALL BE SIZED TO PROVIDE FOR 100 PERCENT OF THE COMBINED REQUIRED FIRE FLOW AND z
PUSH -ON RUBBER GASKET. ONLY. NO SOLVENT POTABLE WATER MAINS. IRCDUS SHALL DIRECT THE CONTRACTOR WHICH TYPE TO BE USED. TAPPING SLEEVE MAXIMUM DAY DEMAND RATE, WHILE MAINTAINING A 20-PSI RESIDUAL PRESSURE IN THE DISTRIBUTION SYSTEM. '> a o_ r H
A. JOINTS FOR PVC PRESSURE PIPE SHALL BE BELL AND SPIGOT IRON OR DUCTILE IRON PIPING SHALL HAVE SCREWED END CONNECTIONS. THE PLUG SHALL BE ONE E. ALL WATER MAINS SHALL BE DESIGNED TO PROVIDE A MINIMUM PRESSURE OF 25-PSI AT GROUND LEVEL AT ALL POINTS IN THE J V z
WELD OR THREADED JOINTS WILL BE PERMITTED. UPON SUBMISSION OF PIECE AND OF SUFFICIENT DESIGN SO AS NOT TO REQUIRE A STIFFENING MEMBER OPPOSITE THE FACE AND VALVES SHALL BE STAINLESS STEEL WRAPAROUND TYPE FOR WASTEWATER FORCE MAINS AND REUSE
B. THE IRCDUS'S ENGINEER MAY CONSIDER OTHER TYPE JOINTS FOR SPECIFIC INSTALLATIONPLUG .WATER MAINS PER THE APPROVED MANUFACTURER'S PRODUCT LIST. DISTRIBUTION SYSTEM UNDER ALL CONDITIONS OF FLOW (EXCEPT AS NOTED IN D ABOVE). o
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SPECIFICATIONS AND APPROVAL. B. PLUG VALVES 6 INCHES OR GREATER IN DIAMETER SHALL BE EQUIPPED WITH GEAR ACTUATORS, WHICH . RESTRAINED JOINTS F. DEAD-END 4-INCH WATER DISTRIBUTION SYSTEM MAINS MAYBE USED TO SERVE UP TO 10 U)
ERU'S, BUT SHALL NOT EXCEED 300 LINEAR FEET AND DOWN STREAM OF LAST FIRE HYDRANT ASSEMBLY. U) t]
C. RESTRAINT JOINTS, WHEN REQUIRED; SEE APPROVED MANUFACTURER'S PRODUCT LIST SHALL CLEARLY INDICATE VALVE POSITION AND AN ADJUSTABLE STOP SHALL BE PROVIDED. SEE SECTION 11.04 FOR RESTRAINED JOINTS G. FIRE FLOW REQUIREMENTS SHALL BE AS OUTLINED WITHIN THE INSURANCE SERVICE OFFICE {ISO) FIRE FLOW a w w
CONSTRUCTION OF ACTUATOR HOUSING SHALL BE SEMI -STEEL. ALL GEARING SHALL BE ENCLOSED, REQUIREMENTS. a z Y
FITTINGS SUITABLE FOR RUNNING IN OIL WITH SEALS PROVIDED ON ALL SHAFTS TO PREVENT ENTRY OF DIRT AND > w w
H. THE MINIMUM SIZE MAIN SERVING FIRE HYDRANTS SHALL BE 6-INCHES IN DIAMETER FOR RESIDENTIAL (SINGLE FAMILY) AREAS = � w I- Q
WATER INTO THE ACTUATOR. ALL SHAFT BEARINGS SHALL BE FURNISHED WITH PERMANENTLY TESTING AND INSPECTION OF WATER MAINS, RECLAIMED WATER FORCE MAINS, WASTEWATER FORCE MAINS, AND GRAVITY AND 8-INCHES IN DIAMETER FOR COMMERCIAL AREAS AND MULTIFAMILY RESIDENTIAL AREAS, w m Q U
A. AIL FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINT AND SHALL CONFORM TO AWWA STANDARD LUBRICATED BEARING BUSHINGS.
SPECIFICATIONS C110/A21.10-98 OR C153/A 21.53-00, OR LATEST REVISIONS. FITTINGS SHALL BE CEMENT MORTAR C. THREE-WAY PLUG VALVES SHALL BE NON -LUBRICATED GEAR OPERATED. VALVE BODIES SHALL BE SEWERS I. MAXIMUM FIRE HYDRANT SPACING SHALL NOT EXCEED AS AND MIN SINGLE-FAMILY U
LINED AND SEAL -COATED IN ACCORDANCE WITH AWWA STANDARD SPECIFICATIONS C104/A21.4-95, OR LATEST SEMI -STEEL WITH 125-POUND ANSI STANDARD FLANGES, AND PLUGS SHALL BE RESILIENT FACED. RESIDENTIAL AREAS AND SHALL
IN COMMERCIAL AREAS AND MULTIPLE -FAMILY RESIDENTIAL
PRESSURE AND LEAKAGE TESTS OF UNDERGROUND PRESSURE PIPING AREAS. NO FIRE HYDRANT SHALL BE OVER 500-FEET FROM ASINGLE-FAMILY RESIDENCE,
REVISION. THREE-WAY VALVES SHALL BE 3-WAY, 3-PORT, 270-DEGREE TURN. MULTIFAMILY RESIDENCE, OR COMMERCIAL BUILDING.
B. THE PRESSURE RATING SHALL BE 350 PSI. D. PLUG VALVES AND ACTUATORS SHALL BE AS PER THE APPROVED MANUFACTURER'S PRODUCT LIST. A. NO HYDROSTATIC TESTING WILL BE PERMITTED UNTIL AS -BUILT DRAWINGS HAVE BEEN SUBMITTED AND APPROVED BY IRCDUS. J. ALL PUBLIC FIRE HYDRANTS SHALL BE PAINTED FEDERAL SAFETY RED. PRIVATE FIRE
C. JOINT RESTRAINT, WHEN REQUIRED; SEE APPROVED MANUFACTURER'S PRODUCT LIST. B. AT THE BEGINNING OF THE TEST PERIOD, THOROUGHLY CLEAN ALL NEW PIPELINES BY WHATEVER MEANS NECESSARY, HYDRANTS SHALL HAVE THE BODY PAINTED RED WITH A WHITE PAINTED BONNET.
AIR RELEASE VALVES INCLUDING FLUSHING, TO REMOVE ALL DIRT, STONES, PIECES OF WOOD, OTHER MATERIAL THAT MAY HAVE ENTERED THE K. ALL FIRE MAINS SHALL BE EQUIPPED WITH A DETECTOR CHECK VALVE ASSEMBLY AS SHOWN co
SUBMITTALS PIPELINE DURING THE CONSTRUCTION PERIOD, AND ALL DIRTY AND/OR DISCOLORED WATER FROM THE PIPELINES. IF AFTER IN IRCDUS STANDARDS DETAIL W-8. 0
A. THE AIR RELEASE VALVES SHALL BE INSTALLED AS SHOWN ON THE DRAWINGS. VALVES SHALL BE THIS CLEANING, ANY OBSTRUCTIONS REMAIN, THEY SHALL BE REMOVED. ALL DEBRIS CLEANED FROM THE PIPELINES SHALL BE L. A GATE VALVE MUST BE INSTALLED WITHIN 20-FEET OF ALL FIRE HYDRANTS ON THE SAME WATER MAIN AS THE FIRE
BEFORE STARTING INSTALLATION OF THE PVC PIPE AND FITTINGS, THE CONTRACTOR SHALL SUBMIT COMPLETE PROVIDED WITH A VACUUM CHECK TO PREVENT AIR FROM REENTERING THE LINE. ABOVEGROUND AIR REMOVED FROM THE JOB SITE. HYDROSTATIC PRESSURE AND LEAKAGE TESTS SHALL CONFORM TO AWWA STANDARD HYDRANT. w
DETAILED WORKING DRAWINGS FOR APPROVAL BY THE IRCDUS'S ENGINEER OF RECORD AND IRCDUS. SUCH DRAWINGS RELEASE VALVES FOR WASTEWATER SHALL BE PER THE APPROVED MANUFACTURER'S PRODUCT LIST. SPECIFICATIONS C-605-94, OR LATEST EDITION, FOR PVC PIPE, WITH THE EXCEPTION THAT SPECIFICATIONS C-600-99, OR LATEST M. IT SHALL BE DEMONSTRATED THAT THE WATER DISTRIBUTION SYSTEM CAN SUPPLY THE REQUIRED DEMAND RATE AND FIRE 0)
SHALL SHOW THE PIPING LAYOUTS AND CONTAIN SCHEDULES OF ALL PIPE, FITTINGS, VALVES, EXPANSION JOINTS, B. THE FITTINGS SHALL BE THREADED. BELOW GROUND AIR RELEASE VALVES FOR WASTEWATER SHALL BE REVISION, FOR D.I.P, AND AWWA STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL FURNISH ALL GAUGES, METERS, FLOW PRIOR TO ACCEPTANCE BY IRCDUS, AND AN ON -SITE FIRE FLOW TEST SHALL BE CONDUCTED BY THE INDIAN RIVER (� z
HANGERS AND SUPPORTS, AND OTHER APPURTENANCES. WHERE SPECIAL FITTINGS ARE REQUIRED, THEY SHALL BE AS ON THE APPROVED MANUFACTURER'S PRODUCT LIST. AIR RELEASE VALVES FOR WATER LINES SHALL PRESSURE PUMPS AND OTHER EQUIPMENT NEEDED TO TEST THE LINE. ENGINEER OR DESIGNATED REPRESENTATIVE SHALL BE COUNTY FIRE DEPARTMENT OR EMS. Z w
SHOWN IN LARGE DETAIL WITH ALL NECESSARY DIMENSIONS. THE DRAWINGS SUBMITTED SHALL SHOW FLANGED BE AS PER THE APPROVED MANUFACTURER'S PRODUCT LIST.
PRESENT DURING ALL TESTING, TELEVISING, AND FINAL INSPECTIONS. : , . . . -.. N. SERVICE CONNECTIONS AND FITTINGS SHALL BE LOCATED OUTSIDE OF PAVEMENT, CONCRETE - ?
JOINTED SECTIONS PLACED SO AS TO BE REMOVABLE WITHOUT DISTURBANCE TO THE MAIN PIPE SECTIONS. THE PRESSURE REQUIRED FOR THE FIELD HYDROSTATIC PRESSURE TEST SHALL BE 1.5 TIMES THE NORMAL WORKING CURB, AND/OR CONCRETE SIDEWALK AREAS UNLESS OTHERWISE APPROVED BY THE IRCDUS. (n z 00 N o
FIRE HYDRANTS PRESSURE AT THE POINT OF TESTING, AND NOT LESS THAN 1.25 TIMES THE WORKING PRESSURE AT THE HIGHEST POINT O. WATER MAINS AND SERVICES SHALL BE INSTALLED IN FRONT EASEMENTS OR 1N DEDICATED RIGHTS -OF -WAY (NOT UNDER W o rn
MARKING " ALONG THE TEST SECTION, BUT NOT LESS THAN 150 PSI FOR WATER MAINS AND 100 PSIG FOR SEWER FORCE MAINS. THE PAVEMENT) ACCESSIBLE TO MAINTENANCE EQUIPMENT. I- w c) rn o
FIRE HYDRANTS SHALL BE TRAFFIC TYPE, 5% VALVE OPENING AND MANUFACTURED PER THE APPROVED CONTRACTOR SHALL PROVIDE TEMPORARY PLUGS AND BLOCKING NECESSARY TO MAINTAIN THE REQUIRED TEST PRESSURE. Q w z H Q o 0
A. `NUMBER 10 STRANDED CONDUCTOR COPPER TRACE WIRE SHALL BE SPIRAL WRAPPED OR AFFIXED TO THE TOP OF MANUFACTURER'S PRODUCT LIST. FIRE HYDRANTS SHALL COMPLY WITH THE CURRENT AWWA STANDARD - 2 z = 0 ' ,
THE PIPE. SEE TRACE WIRE DETAIL M-14 FOR SPECIFICATIONS REGARDING INSTALLATION. SPECIFICATION C502-94, OR LATEST REVISION, FOR FIRE HYDRANTS FOR WATER WORKS SERVICE. EACH CORPORATION STOP AT LEAST 1 INCH IN DIAMETER, PIPE RISER AND ANGLE GLOVE VALVES SHALL BE PROVIDED AT EACH PIPE EARTHWORK AND BACKFILL (� 0 0 m o
OVERALL PIPES. DEAD-END IN ORDER TO BLEED AIR FROM THE LINE. DURATION OF PRESSURE TEST SHALL BE AT LEAST 2 HOURS. THE COST OF 0 i= Ld 0 � I,-
B. TRACE WIRE IS REQUIRED " HYDRANT SHALL HAVE 6" MECHANICAL JOINT ENDS WITH HARNESSING LUGS ("DOG EARS") AND SHALL OPEN THESE ITEMS SHALL BE INCLUDED AS PART OF TESTING. .. A .EXCAVATION FOR ALL UTILITIES AND/OR HOUSE CONNECTIONS SHALL BE ADEQUATELY GUARDED WITH BARRICADES AND 0 > � D _j R
C. A 2" WIDE MAGNETIC I.D. LOCATION TAPE IS REQUIRED OVER ALL PIPES. TAPE IS TO BE INSTALLED 12 BELOW BY TURNING TO THE LEFT (COUNTERCLOCKWISE}. FIRE HYDRANT SHALL BE OF AMPLE LENGTH FOR 18" C. THE LEAKAGE TEST MAY BE CONDUCTED CONCURRENTLY WITH THE HYDROSTATIC PRESSURE TEST AND SHALL BE OF NOT LIGHTS, SO AS TO PROTECT THE PUBLIC FROM HAZARD. STREETS, SIDEWALKS, DRIVEWAYS, CURBS, PARKWAYS AND OTHER (n w 0 w u- t' ti
PROPOSED FINISHED GRADE.�1111 CLEARANCE ABOVE CENTERLINE OF ROADWAY. IT SHALL BE PROVIDED WITH TWO 2%" HOSE NOZZLES AND LESS THAN 2 HOURS DURATION. ALL LEAKS EVIDENT AT THE SURFACE SHALL BE REPAIRED AND LEAKAGE ELIMINATED PUBLIC PROPERTY DISTURBED IN THE COURSE OF THE WORK SHALL BE RESTORED IN A MANNER SATISFACTORY TO THE Q 0 _ > = w
ONE 4VZ PUMPER NOZZLE, ALL HAVING NATIONAL STANDARD HOSE THREADS. NOZZLES SHALL HAVE CAPS REGARDLESS OF TOTAL LEAKAGE AS SHOWN BY TEST. LINES THAT FAIL TO MEET TESTS SHALL BE REPAIRED AND RE -TESTED IRCDUS AND/OR PUBLIC WORKS. a a = Q z
INSTALLATION1. 11 ATTACHED BY CHAINS. OPERATING NUTS SHALL BE AWWA STANDARD (PENTAGONAL, MEASURING 1M>" o�j -' w O
" " AS NECESSARY UNTIL SATISFACTORY TEST REQUIREMENTS ARE COMPLIED WITH. DEFECTIVE MATERIALS, PIPES, VALVES AND B. FOUNDATION MATERIAL USED FOR PIPE BEDDING, FROM A MINIMUM 6-INCH DISTANCE BELOW THE PIPE INVERT TO THE > U. � m = w
ATION THE PIPE SHALL BE POINT TO FLAT). FIRE HYDRANTS SHALL BE EQUIPPED WITH O-RING PACKING. FIRE HYDRANT SHALL BE ACCESSORIES SHALL BE REMOVED AND REPLACED. THE PIPE -LINES SHALL BE TESTED IN SUCH SECTIONS AS MAY BE DIRECTED BOTTOM 12 INCHES ABOVE THE TOP OF THE PIPE, SHALL BE BANK RUN SAND AND GRAVEL. Z 0 w O a
A. UNLESS OTHERWISE NOTED ON THE DRAWINGS OR IN OTHER SECTIONS OF THIS SPECIFICATION, PAINTED FEDERAL SAFETY RED. BY THE ENGINEER BY SHUTTING VALVES OR INSTALLING TEMPORARY PLUGS AS REQUIRED. THE LINE SHALL BE FILLED WITH C. ALL GRAVITY SEWER INSTALLATION PROCEDURES MUST BE IN ACCORDANCE WITH PIPE MANUFACTURER'S < co '
HANDLED AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND WITH THE WATER AND ALL AIR REMOVED AND THE TEST PRESSURE SHALL BE MAINTAINED IN THE PIPE FOR THE ENTIRE TEST PERIOD BY RECOMMENDATIONS. ALL GRAVITY SEWERS AND FORCE MAINS SHALL BE INSTALLED TO HAVE A MINIMUM DEPTH OF ) U' o >
APPLICABLE PROVISIONS OF AWWA STANDARD SPECIFICATIONS C605-94, OR LATEST REVISION. IF A CONFLICT EXISTS BACKFLOW PREVENTERS MEANS OF A FORCE PUMP TO BE FURNISHED BY THE CONTRACTOR. ACCURATE MEANS SHALL BE PROVIDED FOR MEASURING 36-INCHES. INSTALLATION OF GRAVITY SEWERS SHALL BE CONTROLLED BY USE OF A LASER TO MAINTAIN PROPER GRADE. A U o jZ N
BETWEEN THE MANUFACTURER'S INSTRUCTIONS AND THE AWWA STANDARD SPECIFICATIONS, THE THE WATER REQUIRED TO MAINTAIN THIS PRESSURE. THE AMOUNT OF WATER REQUIRED IS A MEASURE OF THE LEAKAGE. MAXIMUM TOLERANCE OF VZ DIP WILL BE ACCEPTED IN GRAVITY SEWER CONSTRUCTION. A 2-INCH WIDE MAGNETIC I.D. TAPE � w
MANUFACTURER'S INSTRUCTIONS SHALL GOVERN. THE CONTRACTOR SHALL USE EVERY PRECAUTION DURING ALL BACKFLOW PREVENTERS SHALL BE MOUNTED ABOVEGROUND, IN NON -TRAFFIC AREAS ON THE ESTING SHALL BE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS AS SET FORTH IN SECTION 13 OF AWWA STANDARD SHALL BE PLACED CONTINUOUSLY IN THE TRENCH OVER ALL PIPES, 12-INCHES BELOW GRADE. 0 0
CONSTRUCTION TO PROTECT THE PIPE AGAINST THE ENTRY OF NON -POTABLE WATER, DIRT, WOOD, SMALL ANIMALS, CUSTOMER'S SIDE OF THE METER. ABOVEGROUND PIPING SHALL BE DUCTILE IRON. BRASS OR COPPER PIPE T SPECIFICATION C-600-99 OR LATEST REVISION. THE ALLOWABLE RATE OF LEAKAGE SHALL BE LESS THAN THE'NUMBER OF 1. TRENCH -TRENCH WIDTH SHALL BE KEPT TO A MINIMUM NECESSARY FOR INSTALLATION OF THE PIPE AND SHALL COMPLY ��'
AND ANY OTHER FOREIGN MATERIAL THAT WOULD HINDER THE OPERATION OF THE PIPELINE. WHERE THE MAY BE USED FOR PIPE 2" IN DIAMETER OR SMALLER. BACKFLOW PREVENTERS SHALL BE OF REDUCED SPEC • �
GROUNDWATER ELEVATION IS ABOVE THE BOTTOM OF THE TRENCH, THE CONTRACTOR SHALL PROVIDE SUITABLE
PRESSURE/DOUBLE CHECK TYPE WITH TWO (2) INDEPENDENTLY OPERATING CHECK VALVES, AND SHALL BE GALLONS PER HOUR DETERMINED BY THE FOLLOWING FORMULA: WITH CURRENT OSHA REQUIREMENTS. THE TRENCH BOTTOM SHALL BE GRADED UNIFORMLY TO MATCH THE SLOPE OF THE
EQUIPMENT. ALL PIPING SHALL BE PLACED IN A DRY TRENCH, UNLESS THE ENGINEER OF RECORD AND INDEPENDENT RELIEF VALVE SHALL BE LOCATED L - ND x (Py4 _ PIPE. ~
DEWATERING EQU DESIGNED TO OPERATE IN A HORIZONTAL FLOW MODE. AN INDEPE
IRCDUS APPROVES WET TRENCH INSTALLATION. BETWEEN THE TWO CHECK VALVES. REDUCED PRESSURE FEATURE SHALL BE INCLUDED IN ALL - 7400 2. BACKFILL -ONLY GOOD QUALITY BACKFILL, FREE OF STONES, HARDPAN MATERIALS, ROOTS, ROCKS, BROKEN CEMENT OR z
L = ALLOWABLE LEAKAGE IN GALLONS PER HOUR OTHER DEBRIS THAT MIGHT BE DAMAGING TO THE PIPE SHALL BE USED. BACKFILL SHALL BE PLACED IN THE TRENCH IN z f
B. DEPTH OF COVER AND PIPE ELEVATION: UNLESS OTHERWISE SHOWN ON THE DRAWINGS, OR OTHERWISE COMMERICAL APPLICATIONS. PREVENTERS SHALL BE UNIVERSITY OF SOUTHERN CALIFORNIA (USC) .
AUTHORIZED BY THE IRCDUS, ALL PIPE SHALL HAVE A MINIMUM DEPTH OF COVER OF 36 INCHES. CONTRACTOR SHALL APPROVED AS PER THE APPROVED MANUFACTURERS PRODUCT LIST. N = NUMBER OF JOINTS IN THE SECTION TESTED UNIFORM LIFTS OF 12-INCHES.
D =NOMINAL DIAMETER OF THE PIPE IN INCHES . 3. COMPACTION - ALL FILL MUST BE COMPACTED BY HAND TAMPING FROM UNDER THE PIPE UP TO THE CENTER LINE.
DETERMINE TOP OF PIPE ELEVATION AND TOP OF FINISHED GRADE ELEVATION FOR EVERY TWO JOINTS OF PIPE p =AVERAGE GAUGE TEST PRESSURE MAINTAINED DURING THE LEAKAGE TEST IN POUNDS PER SQUARE INCH BACKFILL SHALL BE COMPACTED IN 12-INCH (MAX) LIFTS UP TO FINISHED GRADE TO ACHIEVE A MINIMUM COMPACTION OF
INSTALLED USING A LEVEL. PIPE MUST HAVE THE MINIMUM COVER DESCRIBED ABOVE AND MUST BE WITHIN / 0.2 VALVE BOXES H NGINEER F R REVIEW AT LEAST FIVE 5 WORKING DAYS ° F MAXIMUM DENSITY IN OADWAYS SHOULDERS AND CASEMENTS IN ACCORDANCE WITH AASHTO SPECIFICATIONS
FEET OF THE TOP OF PIPE ELEVATION INDICATED ON THE DRAWINGS. INSTALLED PIPE, WHICH DOES NOT MEET D. THE CONTRACTOR MUST SUBMIT HIS PLAN FOR TESTING TOT E E O O 98 /° O R
REQUIREMENTS. CONTRACTOR SHALL BEFORE STARTING THE TEST. THE CONTRACTOR SHALL REMOVE AND ADEQUATELY DISPOSE OF ALL BLOCKING MATERIAL AND T-180 AND ASTM D-2167.
THESE REQUIREMENTS, SHALL BE REINSTALLED UNTIL IT DOES MEET THESE REQUIR A. ALL BURIED VALVES SHALL HAVE CAST IRON TWO OR THREE-PIECE VALVE BOXES WITH CAST IRON EQUIPMENT AFTER COMPLETION AND ACCEPTANCE OF THE FIELD HYDROSTATIC TEST UNLESS OTHERWISE DIRECTED BY THE 4. DEWATERING -CONSTRUCTION SHALL BE ACCOMPLISHED IN A DRY TRENCH. WELL POINTING MAYBE REQUIRED AS1.11
RECORD TOP OF PIPE AND TOP OF GROUND ELEVATIONS AND THE LOCATIONS OF WHERE THESE ELEVATIONS WERE
COVERS AND SHALL BE PROVIDED WITH SUITABLE HEAVY BONNETS EXTENDED TO MATCH FINISHED '
ESENTATIVE. ENGINEER RESERVES THE ENGINEER. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE PIPE COATING. LINES SHALL BE TOTALLY FREE AND CLEAN NECESSARY. ALL WATER ENTERING EXCAVATIONS OR OTHER PARTS OF THE WORK SHALL BE CONTAINED, COLLECTED AND
DETERMINED AND SUBMIT THIS INFORMATION TO ENGINEER OR HIS REPR GRADE AS DIRECTED BY THE ENGINEER. THE BARREL SHALL BE ONE OR TWO-PIECE, SCREW TYPE, PRIOR TO FINAL ACCEPTANCE. ` . PUMPED TO SUITABLE PLACES FOR DISPOSAL, AS PERMITTED BY LOCAL AND STATE REGULATION.
RIGHT TO HAVE CONTRACTOR EXCAVATE AND CHECK TOP OF PIPE AND TOP OF GROUND ELEVATIONS TO SEE IF HAVING 5%m SHAFT. COVERS SHALL HAVE "WATER" CAST INTO THE TOP FOR WATER MAINS, "SEWER" CAST R T DURING TESTING. HEFTING -SHEETING AND SHORING SHALL BE INSTALLED AS MAY NECESSARY FOR THE PROTECTION OF THE WORK
*REUSE" E. THE ENGINES OR HIS REPRESENTATIVE MUST BE PRESENT 5 S ,
THEY CONFORM TO THE AFOREMENTIONED REQUIREMENTS. INTO THE TOP FOR WASTEWATER FORCE MAINS AND REUSE CAST INTO THE TOP FOR REUSE MAINS. ALL F. IF THRUST BLOCKS HAVE BEEN APPROVED FOR USE, THRUST BLOCKS SHALL NOT BE BACKFILLED UNTIL INSPECTED BY IRCDUS PRESERVATION OF ADJACENT PROPERTY AND STRUCTURES AND THE SAFETY OF EMPLOYEES. SHEETING AND BACKING
' � VALVES SHALL HAVE ACTUATING NUTS EXTENDED TO WITHIN 24 INCHES OF GRADE. INSPECTORS. SHALL BE UNIFORM TO OSHA REQUIREMENTS.
WATER SERVICES POLYETHYLENE (PE) TUBING & PRESSURE PIPES B. VALVE BOXES SHALL BE PROVIDED WITH CONCRETE BASE AND VALVE NAMEPLATE, WITH SUITABLE
ANCHORS FOR CASTING IN CONCRETE. NAMEPLATE SHALL BE 3" DIAMETER BRONZE DISK WITH D. INSTALLATION OF FORCE MAINS (SEWER OR REUSED WATER) SHALL BE IN ACCORDANCE WITH LATEST AWWA STANDARD CC
ENE TUBING w ADDITIONAL PRESSURE TESTING FOR POLYETHYLENE (PE) PIPES SPECIFICATIONS C- 600 AND THE INSTALLATION SPECIFICATIONS FOR WATER LINES IN THE WATER DISTRIBUTION SECTION, G
SCOPE FOR POLYETHYLENE ENGRAVED LETTERING 1/8 DEEP, AS SHOWN ON THE DRAWINGS AND MANUFACTURED PER THE IRRESPECTIVE OF THE TYPE OF PIPE SELECTED. A 2-INCH WIDE MAGNETIC I.D. TAPE AND TRACER WIRE SHALL BE PLACED (j,� Z
. APPROVED MANUFACTURER'S PRODUCT LIST. A. AT THE BEGINNING OF THE TESTING PERIOD, THOROUGHLY CLEAN ALL NEW PIPELINES BY WHATEVER MEANS NECESSARY, CONTINUOUSLY IN THE TRENCH OVER ALL PIPES PER DETAIL M-14, 12-INCHES ABOVE PIPE. O
THIS SECTION COVERS POLYETHYLENE PIPES AND FITTINGS FOR WATER SERVICES. C. VALVE BOXES SHALL BE INSTALLED IN A CONCRETE PAD, AS SPECIFIED IN DRAWING DETAIL M-5. IRCDUS ~ -
INCLUDING FLUSHING, TO REMOVE ALL DIRT, STONES, PIECES OF WOOD, OTHER MATERIAL THAT MAY HAVE ENTERED DURING 1. TRENCH - TRENCH WIDTH SHALL BE KEPT 70 A MINIMUM NECESSARY FOR PIPE INSTALLATION AND SHALL COMPLY WITH U)
MAY ELIMINATE CONCRETE PAD IN ASPHALT PAVEMENT. THE CONSTRUCTION PERIOD, AND ANY DIRTY OR DISCOLORED WATER FROM THE LINES. IF, AFTER THIS CLEANING, ANY CURRENT OSHA REQUIREMENTS. THE TRENCH BOTTOM SHALL BE GRADED AND ALIGNMENT SHALL BE PARALLEL WITH
POLYETHYLENE TUBING 3 INCHES IN DIAMETER AND SMALLER i" Q
A. POLYETHYLENE TUBING SHALL COMPLY WITH APPLICABLE REQUIREMENTS FOR PE 3408 EXTRUSION COMPOUND OBSTRUCTIONS REMAIN, THEY SHALL BE REMOVED. ALL DEBRIS CLEANED FROM THE LINES SHALL BE REMOVED FROM THE JOB ROADWAY, WHERE POSSIBLE.
POLYETHYLENE PLASTIC MATERIAL AS STATED IN AWWA STANDARD SPECIFICATIONS C901-96, OR LATEST REVISION, CORPORATION STOPS SITE. 2. BACKFILL -ONLY GOOD QUALITY BACKFILL, FREE OF STONES, ROOTS, ROCKS, BROKEN CEMENT OR OTHER MATERIAL THAT
AND SHALL COMPLY WITH THE FOLLOWING: CORPORATION TOPS FOR CONNECTIONS TO DUCTILE IRON OR P.V.C. PIPING SHALL BE ALL BRASS OR B. ALL PE WATER MAINS SHALL BE FIELD-TESTED. THE CONTRACTOR SHALL SUPPLY ALL LABOR, EQUIPMENT, MATERIAL, GAUGES, MIGHT BE DAMAGING TO THE PIPE SHALL BE USED. BACKFILL MUST BE PUT IN THE TRENCH IN LIFTS. w _I Ill:
A. CO OZE SUITABLE
S PUMPS, METERS AND INCIDENTALS REQUIRED FOR TESTING. THE CONTRACTOR SHALL PRESSURE TEST EACH WATER MAIN 3. COMPACTION - ALL FILL MUST BE COMPACTED BY HAND TAMPING FROM UNDER THE PIPE UP TO THE CENTER LINE. � jJ U I
1. TUBING SHALL HAVE A WORKING PRESSURE OF 200 PSI AT 73.4 F. BRONZE SUITABLE FOR 150 PSI OPERATING PRESSURE, SHALL BE IRON PIPE OR AWWA TAPERED 1
UPON COMPLETION OF THE PIPE LAYING AND BACKFILLING OPERATIONS, INCLUDING PLACEMENT OF ANY REQUIRED BACKFILL SHALL BE COMPACTED IN 12-INCH (MAX) LIFTS UP TO FINISHED GRADE TO ACHIEVE A MINIMUM COMPACTION OF
2. TUBING SURFACES SHALL BE GLASS SMOOTH, AND SHALL BE FREE FROM BUMPS AND IRREGULARITIES. MATERIALS THREAD DESIGN, SHALL BE AS PER THE APPROVED MANUFACTURERS PRODUCT LIST, AND SHALL BE OF TEMPORARY ROADWAY SURFACING. 98% OF MAXIMUM DENSITY IN ROADWAYS SHOULDERS AND EASEMENTS IN ACCORDANCE WITH AASHTO SPECIFICATIONS ~ W
MUST BE COMPLETELY HOMOGENEOUS AND UNIFORM IN APPEARANCE. SIZES REQUIRED AND/OR NOTED ON THE DRAWINGS. � � � Q n-
C. THE PRESSURE REQUIRED FOR THE FIELD HYDROSTATIC PRESSURE TEST SHALL BE 1.5 TIMES THE NORMAL WORKING T-180 AND ASTM D-2167.
3. TUBING DIMENSIONS AND TOLERANCES SHALL CORRESPOND WITH THE VALUES LISTED IN ASTM D-2239, WITH A B. SADDLES SHALL BE STAINLESS STEEL DOUBLE STRAP WITH EPDXY COATED IRON SADDLE AS PER THE PRESSURE AT THE POINT OF TESTING, AND NOT LESS THAN 1.25 TIMES THE WORKING PRESSURE AT THE HIGHEST POINT 4. DEWATERING - CONSTRUCTION SHALL BE ACCOMPLISHED IN A DRY TRENCH. WELL POINTING MAY BE REQUIRED, AS
STANDARD DIMENSION RATIO (SDR) OF 9. APPROVED MANUFACTURER'S PRODUCT LIST.
4. TUBING SHALL BE FULLY LABELED WITH BRAND NAME AND MANUFACTURER, NSF SEAL, SIZE, TYPE OF PLASTIC ALONG THE TEST SECTION, BUT NOT LESS THAN 150 PSI FOR WATER MAINS AND 100 PSIG FOR SEWER FORCE MAINS. THE NECESSARY. ALL WATER ENTERING EXCAVATIONS OR OTHER PARTS OF THE WORK SHALL BE CONTAINED, COLLECTED AND
DESIGNATION WITH WHICH THE TUBING COMPLIES. CONTRACTOR SHALL PROVIDE TEMPORARY PLUGS AND BLOCKING NECESSARY TO MAINTAIN THE REQUIRED TEST PRESSURE. PUMPED TO SUITABLE PLACES FOR DISPOSAL AS PERMITTED BY THE LOCAL, STATE OR WATER MANAGEMENT DISTRICT.
MATERIAL, AND ASTM DE FLEXIBLE COUPLINGS CORPORATION STOP AT LEAST 1 INCH IN DIAMETER, PIPE RISER AND ANGLE GLOVE VALVES SHALL BE PROVIDED AT EACH PIPE 5. SHEETING - SHEETING AND SHORING SHALL BE INSTALLED AS MAY BE NECESSARY FOR THE PROTECTION OF THE WORK,
EEVE TYPE. DEAD-END IN ORDER TO BLEED AIR FROM THE LINE.DURATION OF PRESSURE TEST SHALL BE AT LEAST 2 HOURS. THE COST OF PRESERVATION OF ADJACENT PROPERTY AND STRUCTURES AND THE SAFETY OF EMPLOYEES. SHEETING AND BRACING
JOINTS A. FLEXIBLE COUPLINGS SHALL BE EITHER THE SPLIT TYPE OR THE SL THESE ITEMS SHALL BE INCLUDED AS PART OF TESTING. ALL TESTING SHALL BE CONDUCTED IN THE PRESENCE OF THE SHALL BE UNIFORM TO OSHA REQUIREMENTS.
1. SPLIT TYPE COUPLING SHALL BE USED WITH ALL INTERIOR PIPING AND WITH EXTERIOR PIPING AS
E TUBING SHALL BE OF THE COMPRESSION TYPE, UTILIZING A TOTALLY CONFINED GRIP SF_Al- THE COUPLINGS ENGINEER OR A DESIGNATED REPRESENTATIVE E. INSTALLATION OF WATER MAINS MUST BE IN ACCORDANCE WITH LATEST AWWA STANDARD
A. JOINTS FOR POLYETHYLENE NOTED. THE COUPLINGS SHALL BE MECHANICAL TYPE FOR RADIUS GROOVE PIPING.
STAINLESS STEEL TUBE STIFFENER INSERTS SHALL ALSO BE USED FOR PE TUBING SERVICES. COUPLE AND ALLOW D. TESTING SHALL BE CONDUCTED AFTER BACKFILLING HAS BEEN COMPLETED AND BEFORE PLACEMENT OF PERMANENT SPECIFICATIONS C- 600 SERIES, IRRESPECTIVE OF THE TYPE OF PIPE SELECTED. ALL
AND COUPLING NUT. SHALL MECHANICALLY ENGAGE AND LOCK GROOVED PIPE ENDS IN A POSITIVE
B. OTHER TYPE JOINTS MAY BE CONSIDERED FOR SPECIFIC INSTALLATIONS UPON SUBMISSION OF SPECIFICATIONS AND FOR ANGULAR DEFLECTION AND CONTRACTION AND EXPANSION. SURFACE. INSTALLATION PROCEDURES MUST ALSO BE IN CONFORMANCE WITH PIPE MANUFACTURER'S
APPROVAL BY IRCDUS. 2. COUPLINGS SHALL CONSIST OF DUCTILE IRON, ASTM SPECIFICATION A47, GRADE 32510 HOUSING E. ALLOWABLE AMOUNT OF MAKEUP WATER FOR EXPANSION DURING THE PRESSURE TEST OF THE PIPE SHALL CONFORM TO RECOMMENDATIONS. MINIMUM DEPTH OF COVER SHALL BE 36-INCHES. A 2-INCH WIDE
CLAMPS IN TWO OR MORE PARTS, A SINGLE CHLORINATED BUTYL COMPOSITION SEALING GASKET
PLASTIC PIPE INSTITUTE (PPI) HANDBOOK OF POLYETHYLENE PIPE; INSPECTION, TESTS, AND SAFETY CONSIDERATIONS, UNLESS MAGNETIC I.D. TAPE SHALL BE PLACED CONTINUOUSLY IN THE TRENCH OVER ALL PIPES, 12-
INSTALLATION WITH A "C"SHAPED CROSS-SECTION AND INTERNAL SEALING LIPS PROJECTING DIAGONALLY INWARD, OTHERWISE APPROVED BY THE ENGINEER. THE OPERATING SAFETY CONSIDERATIONS, POST INSTALLATION, HYDROSTATIC INCHES ABOVE PIPE. TRACE WIRE SHALL BE WRAPPED ON ALL PIPES, PER DETAIL M-14,
- � AND TWO OR MORE OVAL TRACK HEAD TYPE BOLTS WITH HEXAGONAL HEAVY NUTS CONFORMING D, TESTING, MONITORED MAKE-UP WATER TEST, TABLE 111, IS ON PAGES 24 AND 25 OF THE HANDBOOK. VALVES, FITTINGS, AND ALL APPURTENANCES. ALLOWABLE DEFLECTION OF THE PIPE JOINTS AND
L SHALL BE FREE OF ROCKS AND DEBRIS. F. IN ANY TEST OF PIPE LAID DISCLOSED LEAKAGE OR SIGNIFICANT PRESSURE DROP GREATER THAN THE ALLOWED, THE CURVATURE OF PVC PIPE SHALL NOT EXCEED THE MANUFACTURER'S SPECIFICATIONS. !
A. BACKFILL ASTM SPECIFICATION A183 AND A194 TO ASSEMBLE THE HOUSING CLAMPS. BOLTS AND NUTS SHALL 11 i
RADIUS SHALL BE LARGE ENOUGH SO THAT TUBING IS NOT CRIMPED OR DAMAGED AND SO THAT THE FLOW CONTRACTOR SHALL, AT ITS OWN EXPENSE, LOCATE AND REPAIR THE CAUSE OF LEAKAGE AND RETEST THE LINE. THE AMOUNT 1. TRENCH - TRENCH WIDTH SHALL BE KEPT TO A MINIMUM NECESSARY FOR PIPE INSTALLATION AND SHALL COMPLY WITH V
B. BENDING RA SLEEVE
STAINLESS STEEL. OF LEAKAGE THAT MAY BE PERMITTED SHALL BE IN ACCORDANCE WITH AWWA STANDARD SPECIFICATIONS. CURRENT OSHA REQUIREMENTS. THE TRENCH BOTTOM SHALL BE GRADED AND ALIGNMENT SHALL BE PARALLEL WITH Q
OF WATER IS NOT RESTRICTED. MANUFACTURER'S MINIMUM RADIUS RECOMMENDATIONS ARE TO BE UTILIZED DURING 3. SLEEVE TYPE COUPLINGS SHALL BE USED WITH ALL BURIED PIPING. THE COUPLINGS SHALL BE OF
INSTALLATION OF PE TUBING. DUCTILE IRON AND SHALL BE PER THE APPROVED MANUFACTURER'S PRODUCT LIST. THE COUPLING G. ALL VISIBLE LEAKS ARE TO BE REPAIRED REGARDLESS OF THE AMOUNT OF LEAKAGE. ROADWAY, WHERE POSSIBLE. Z 0
SHALL BE PROVIDED WITH STAINLESS STEEL BOLTS AND NUTS, UNLESS INDICATED OTHERWISE. H. THE CONTRACTOR MUST SUBMIT HIS PLAN FOR TESTING TO THE ENGINEER -OF -RECORD AND UTILITY INSPECTOR FOR REVIEW 2. BACKFILL -ONLY GOOD QUALITY BACKFILL, FREE OF STONES, ROOTS, ROCKS, BROKEN CEMENT OR OTHER MATERIAL THAT >
MARKING 4. ALL COUPLINGS SHALL BE FURNISHED WITH THE PIPE STOP REMOVED. AT LEAST TEN (1 0) DAYS BEFORE STARTING THE TEST. MIGHT BE DAMAGING TO THE PIPE SHALL BE USED. BACKFILL MUST BE PUT IN THE TRENCH IN LIFTS. Q
5. COUPLINGS SHALL BE PROVIDED WITH GASKETS OF A COMPOSITION SUITABLE FOR EXPOSURE TO 3. COMPACTION -ALL FILL MUST BE COMPACTED BY HAND TAMPING FROM UNDER THE PIPE UP TO THE CENTER LINE. J
A. NUMBER 10 STRANDED CONDUCTOR COPPER TRACE WIRE SHALL BE SPIRAL WRAPPED OR AFFIXED TO THE TOP OF THE DISINFECTING POTABLE WATER PIPELINES BACKFILL SHALL BE COMPACTED IN 12-INCH (MAX) LIFTS UP TO FINISHED GRADE TO ACHIEVE A MINIMUM COMPACTION OF
THE LIQUID WITHIN THE PIPE. 98% o
OF MAXIMUM DENSITY IN ROADWAYS, SHOULDERS, AND EASEMENTS, IN ACCORDANCE WITH AASHTO SPECIFICATIONS
PIPE. SEE TRACE WIRE DETAIL M-16 FOR SPECIFICATIONS REGARDING INSTALLATION. 6. DUCTILE IRON FOLLOWERS AND MIDDLE RINGS CONFORM TO ASTM A-536, GRADE 65-45-12, NSF-01 Z
RACE WIRE IS REQUIRED OVER ALL PIPES. A. BEFORE BEING PLACED IN SERVICE, ALL POTABLE WATER PIPELINES SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA T-180 AND ASTM D-2167. W
B. T FUSION BONDED POWDER EPDXY COATING, TESTING PER AWWA C-219 (ANSI A21-11), RATING 200 PSI �, Q
w PIPES. TAPE IS TO BE INSTALLED 12" BELOW STANDARD SPECIFICATIONS C-651-99, OR LATEST REVISION. THE LOCATION OF THE CHLORINATION AND SAMPLING POINTS WILL 4. DEWATERING -CONSTRUCTION SHALL BE ACCOMPLISHED IN A DRY TRENCH. WELL POINTING MAYBE REQUIRED, AS
C. A 2 WIDE MAGNETIC I.D. LOCATION TAPE IS REQUIRED OVER ALL P WORKING PRESSURE PER AWWA C-219, COMPOUNDED GASKETS CONFORM TO COMPRESSION TEST BE AS SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL UNCOVER AND BACKFILL TAPS FOR CHLORINATION AND SAMPLING, NECESSARY. ALL WATER ENTERING EXCAVATIONS OR OTHER PARTS OF THE WORK SHALL BE CONTAINED, COLLECTED AND is
-
PROPOSED GRADE. ASTM D-395 METHOD A & B, APPROVED FOR WATER APPLICATION. AS REQUIRED. PUMPED TO SUITABLE PLACES FOR DISPOSAL AS PERMITTED BY THE LOCAL, STATE OR WATER MANAGEMENT DISTRICT. Q
1-1
B. THE GENERAL PROCEDURE FOR CHLORINATION SHALL BE FIRST TO FLUSH ALL DIRTY OR DISCOLORED WATER FROM THE LINES, 5. SHEETING - SHEETING AND SHORING SHALL BE INSTALLED AS MAY BE NECESSARY FOR THE PROTECTION OF THE WORK, U)
AND THEN INTRODUCE CHLORINE IN APPROVED DOSAGES IN ACCORDANCE WITH TABLE 10-1 THROUGH A TAP AT ONE END, PRESERVATION OF ADJACENT PROPERTY AND STRUCTURES AND THE SAFETY OF EMPLOYEES. SHEETING AND BRACING (n W ca I
MISCELLANEOUS VALVES AND APPURTENANCES WHILE WATER IS BEING WITHDRAWN AT THE OTHER END OF THE LINE. THE CHLORINE SOLUTIONS SHALL REMAIN IN THE SHALL BE UNIFORM TO OSHA REQUIREMENTS. < U)
PIPELINE FOR NO LESS THAN 24 HOURS.
GENERAL C. THE USE OF CHLORINE TABLETS IS STRICTLY PROHIBITED. � 0 1
OF VALVES AND APPURTENANCES SHALL BE PRODUCTS OF WELL -ESTABLISHED REPUTABLE D. FOLLOWING THE CHLORINATION PERIOD, ALL TREATED WATER SHALL BE FLUSHED FROM THE LINES AT THEIR EXTREMITIES
A. ALL OF THE TYPES AND REPLACED WITH WATER FROM THE DISTRIBUTION SYSTEM. THE CONTRACTOR'S LAB SHALL THEN MAKE BACTERIOLOGICAL
FIRMS WHO ARE FULLY EXPERIENCED AND QUALIFIED IN THE MANUFACTURING OF THE PARTICULAR EQUIPMENTS O SAMPLING AND ANALYSIS OF THE REPLACEMENT WATER IN FULL ACCORDANCE WITH AWWA STANDARD SPECIFICATIONS C-651,
BE FURNISHED. THE EQUIPMENT SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH TH OR LATEST REVISION. THE CONTRACTOR WILL BE REQUIRED TO RE -CHLORINATE, IF NECESSARY. THE LINE SHALL NOT BE
BEST PRACTICES AND METHODS AND SHALL COMPLY WITH THESE SPECIFICATIONS AS APPLICABLE. V
B. ALL VALVES AND APPURTENANCES SHALL HAVE THE NAME OF THE MAKER AND THE WORKING PRESSURE FOR WHICH
PLACED IN SERVICE UNTIL ALL THE REQUIREMENTS OF THE STATE AND COUNTY ENVIRONMENTAL HEALTH DEPARTMENTS ARE
MET.
THEY ARE DESIGNED CAST IN RAISED LETTERS UPON SOME APPROPRIATE .PART OF THE BODY. E. SPECIAL DISINFECTING PROCEDURES SHALL BE USED IN CONNECTIONS TO EXISTING MAINS WHERE THE METHOD OUTLINED
C. ALL BURIED VALVES AND APPURTENANCES SHALL BE MECHANICAL JOINT. ALL ABOVEGROUND/EXPOSED VALVES AND
ABOVE IS NOT PRACTICAL. - i
APPURTENANCES SHALL BE FLANGED. F. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS NECESSARY WITH AN INDEPENDENT COMMERCIAL LABORATORY
D. GATE VALVES SHALL BE USED ON WATER, SEWER, AND REUSE MAINS. APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL HEALTH FOR THE COLLECTION AND EXAMINATION OF SAMPLES OF
. E. PLUG VALVES MAY BE USED IN LIFT STATION VALVE VAULTS AS APPROVED BY IRCDUS. WATER FROM DISINFECTED WATER MAINS. NOTE: THE CONTRACTOR MAY NOT COLLECT HIS OWN SAMPLES. THESE SAMPLES SHEET
F. IRCDUS'S ENGINEER ON A CASE -BY -CASE BASIS MAY APPROVE VALVES AND APPURTENANCES OTHER THAN THOSE SHALL BE EXAMINED FOR COMPLIANCE WITH THE DEPARTMENT OF ENVIRONMENTAL HEALTH'S AND FLORIDA DEPARTMENT OF
SPECIFICALLY CALLED OUT IN THIS SECTION FOR USE. CRITERIA FOR APPROVAL SHALL INCLUDE THE ENVIRONMENTAL PROTECTION'S REQUIREMENTS. SAMPLING SHALL BE MADE DAILY AND CONTINUOUSLY UNTIL TWO
INTERCHANGEABILITY OF THE VALVE OR APPURTENANCE, OR ITS PARTS, WITH THOSE BRANDS SPECIFICALLY CALLED SUCCESSIVE EXAMINATIONS ARE FOUND SATISFACTORY. SHOULD ONE EXAMINATION BE FOUND UNSATISFACTORY, THE LINE 1
OUT IN THESE SPECIFICATIONS. SHALL BE FLUSHED AND DISINFECTED AGAIN. CERTIFIED COPIES OF ALL LABORATORY ANALYSES SHALL BE PROVIDED TO THE
-G. ALL EXPOSED VALVES AND APPURTENANCES SHALL BE PAINTED PER THE APPROVED MANUFACTURER'S PRODUCT IRCDUS. THE COST AL ALL SAMPLING, FLUSHING AND DISINFECTING SHALL BE INCLUDED IN THE CONTRACT PRICE. IRCDUS
LIST. WATER MAINS SHALL BE PAINTED BLUE, FORCE MAINS SHALL BE PAINTED GREEN, AND REUSE MAINS SHALL BE PERSONNEL SHALL OPERATE ALL VALVES AND BE PRESENT TO DETERMINE AND CONTROL THE VOLUME OF WATER USED FOR 4a HOURS BEFORE DIGGING OF
12
PAINTED PURPLE FLUSHING. 00)CALL 432-477
1 (aoo) 432-477o CHRISTOPHE . PONTELLO, FL PE# 55544 PROJECT No
SUNSHINE STATE ONE CALL Yi f� �{�o�
- OF FLORIDA DATE: U d7-104 1
® COP
YRIGHT 2003 W.F. McGUN Qc ASSOCIATES. INC. THIS DRAWING AND ANY ELECTRONIC FILE IS PROTECTED BY COMMON LAW COPY R1GIiT5 AND MAY NOT BE REPRODUCED IN ANY MAY WITHOUT THE WRITTEN PERMISSION OF THE ENGINEER. CHANGES TO THE DRAWINGS MAY ONLY BE MADE BY THE ENGINEER; IF ANOTHER ENGINEER ADOPTS THIS DRAWING AS HIS/HER 01NN WORK, THE SUCCESSOR PROFESSIONAL ENGINEER SHALL ADHERE TO THE PROCEDURES OF a1G115-27 FAC. ANY OTHER CHANGES SHALL BE CONSTRUED AS AN INtRIGNMENT THE ENGINEER'S COPYRIGHT OR OTHER RESERVED RIGHTS AND MAY VOID THE INTEGRITY OF THE ENGINEERING DESIGN.
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GRAVITY SANITARY SEWERS POLYVINYL CHLORIDE PIPE
TESTNG AND INSPECTION OF GRAVITY SEWERS
GENERAL DESIGN DATA
GRAVITY SEWERS
TESTING OF GRAVITY SEWERS
SCOPE%
A.
A MANHOLE SHALL BE CONSTRUCTED 20 FEET UPSTREAM OF THE LIFT STATION. THERE
EROSION AND SEDIMENTATION CONTROL NOTES
THIS SECTION COVERS POLYVINYL CHLORIDE PIPE AND FITTINGS FOR GRAVITY
A.
LEAKAGE TEST BY EXFILTRATION AND INFILTRATION, AS DESCRIBED BELOW, SHALL BE MADE
SHALL BE ONLY ONE PIPE CONNECTION FROM THE MANHOLE TO THE LIFT STATION. THE
GENERAL NOTES:
SANITARY SEWERS.
ON ALL PIPES.
PIPE BETWEEN THE LIFT STATION AND THE MANHOLE SHALL BE SDR-26 OR C-900 PVC PIPE.
SCOPE
GENERAL
B.
EXFILTRATION TESTS SHALL BE MADE ON ALL PIPES AFTER BACKFILLING. ALL SEWERS
UNLESS THE DOWNSTREAM INVERT IS ^6 FT BELOW GRADE IN WHICH CASE DUCTILE IRON
PIPE WILL BE REQUIRED IN ACCORDANCE WITH THESE SPECIFICATIONS.
CONSTRUCTION ACTIVITIES CAN RESULT IN THE GENERATION OF SIGNIFICANT AMOUNTS OF POLLUTANTS WHICH
1. CROSSINGS MAY BE DRILLED & BORED OR DIRECTIONAL BORED USING H.D.P.E.
11,
SHALL BE TESTED SUCH THAT WATER IS FILLED TO THE RIM OF THE LOWEST MANHOLE BEING
MAY REACH SURFACE OR GROUND WATERS. ONE OF THE PRIMARY POLLUTANTS OF SURFACE WATERS IS
IN LIUE OF OPEN CUT AT ALL LOCATIONS. PVC MAY BE UTILITIZED AT ALL ROAD
CROSSINGS, IN LIUE OF DIP PROVIDED 42" OF COVER IS MAINTAINED.
CHLORIDE PVC PIPE SHALL BE ALLOWED FOR USE AS GRAVITY
A. POLYVINYL(PVC)
TESTED WITHIN EACH SECTION BEING TESTED, AS DIRECTED BY THE IRCDUS. MECHANICAL
B.
ALL SANITARY SEWERS SHALL BE CONSTRUCTED AS REQUIRED BY THE IRCDUS. DESIGN
SEDIMENT DUE TO EROSION. EXCESSIVE QUANTITIES OF SEDIMENT WHICH REACH WATER BODIES OF
SEWER PIPE WHERE COMPATIBLE WITH THE SPECIFIC CONDITIONS OF THE
PLUGS SHALL BE USED ON THE GRAVITY SEWER SYSTEM IN SUCH A MANNER THAT THE AIR
TO BE DONE ACCORDING TO RECOMMENDED 10 STATE STANDARDS FOR WASTEWATER
FLOODPLAINS HAVE BEEN SHOWN TO ADVERSELY AFFECT THEIR PHYSICAL, BIOLOGICAL AND CHEMICAL
2. THERE ARE NO GRAVITY SEWER SYSTEMS IN VICINITY OF PROJECT.
PROJECT. INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES (IRCDUS)
CAN BE RELEASED FROM THE SEWER WHILE IT IS BEING FILLED WITH WATER. THE TEST
FACILITIES, LATEST EDITION, AND CURRENT REGULATORY AGENCIES REQUIREMENTS.
PROPERTIES. TRANSPORTED SEDIMENT CAN OBSTRUCT STREAM CHANNELS, REDUCE HYDRAULIC CAPACITY OF
MAY REQUIRE THE USE OF MATERIAL OTHER THAN POLYVINYL CHLORIDE DURING ;'
SHALL BE CONTINUED FOR ONE HOUR AND PROVISIONS SHALL BE MADE FOR MEASURING
THE AMOUNT OF WATER REQUIRED TO MAINTAIN THE WATER AT A CONSTANT LEVEL DURING
C.
GRAVITY SEWERS SHALL BE DESIGNED FOR ESTIMATED PEAK FLOW AT ULTIMATE
WATER BODIES OF FLOODPLAINS, REDUCE THE DESIGN CAPACITY OF CULVERTS AND OTHER WORKS, AND
ELIMINATE BENTHIC INVERTEBRATES AND FISH SPAWNING SUBSTRATES BY SILTATION. EXCESSIVE SUSPENDED
3. ALL WATER SERVICE LOCATIONS SHALL BE DERTIMINED BY CONTRACTOR;
O '
CONSTRUCTION PERMIT REVIEW OR BY IRCDUS FIELD PERSONNEL DURING
THIS PERIOD. IF TEST RESULTS ARE UNSATISFACTORY THE ENGINEER AND/OR IRCDUS MAY
DEVELOPMENT, WHICH SHALL BE THE PRODUCT OF A SELECTED PEAKING FACTOR AND
SEDIMENTS REDUCE LIGHT PENETRATION AND THEREFORE, REDUCE PRIMARY PRODUCTIVITY.
BASED ON CONFLICTS AND LAND OWNERS REQUEST.
CONSTRUCTION IF IT IS DETERMINED THAT POLYVINYL CHLORIDE PIPE IS
DIRECT THAT ADDITIONAL TEST BE MADE ON ANY SECTION OR THE ENTIRE PIPE.
THE PROJECTED OR KNOWN AVERAGE DAILY FLOW AT ULTIMATE SYSTEM DEVELOPMENT.
4. WATER SERVICES MAYBE USED TO OBTAIN TEMPORARY SAMPLES.
UNSUITABLE FOR THE PARTICULAR APPLICATION.
MINIMUM STANDARDS
B. POLYVINYL CHLORIDE (PVC) GRAVITY SEWER PIPE CAN BE USED UP TO A DEPTH
C.
IF ANY JOINT SHOWS AN APPRECIABLE AMOUNT OF LEAKAGE, THE JOINTING MATERIAL SHALL
D.
PROJECTIONS OF AVERAGE DAILY FLOW SHALL BE MADE USING A PER CAPITA SEWAGE
5. NO WATER IS TO BE SUPPLIED, UNTIL A LETTER OF CLEARANCE IS RECIEVED
OF SIXTEEN FEET AS SPECIFIED HEREIN. DUCTILE IRON PIPE SHALL BE USED FOR
BE REMOVED AND JOINT REMADE. IF ANY PIPE IS DEFECTIVE, IT SHALL BE REMOVED AND
FLOW OF 100 GALLONS PER DAY AND IN ACCORDANCE WITH INDIAN RIVER COUNTY
1. SEDIMENT BASIN AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO
FROM F.D.E.P. .
DEPTHS GREATER THAN 16 FEET, EXCEPT WHERE OTHER MATERIAL IS 1.
REPLACED. IF THE QUANTITY OF WATER REQUIRED TO MAINTAIN A CONSTANT LEVEL IN THE
ORDINANCES. PEAK HOUR (DESIGN) FLOWS SHALL BE ESTIMATED USING A PEAKING
TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTRIBUTING ACTIVITY AND SHALL
SPECIFICALLY SPECIFIED AND APPROVED BY IRCDUS`S ENGINEER.
SEWER FOR ONE HOUR DOES NOT EXCEED 100 GALLONS PER INCH OF DIAMETER PER DAY
FACTOR AS OUTLINED WITHIN RECOMMENDED 10 STATE STANDARDS FOR WASTEWATER
BE MADE FUNCTIONAL BEFORE UNSLOPE LAND DISTURBANCE TAKES PLACE.
6. RESTRAINT SHALL BE PROVIDED AT ALL BENDS, VALVES, AND FITTINGS PER I.R.C.
PER MILE OF SEWER AND IF ALL THE LEAKAGE IS NOT CONFINED TO A FEW JOINTS, THE
FACILITIES, LATEST EDITION.
.. .. . .
STANDARDS.
WORKMANSHIP SHALL BE CONSIDERED SATISFACTORY. IF THE AMOUNT OF LEAKAGE
2. ALL SEDIMENT CONTROL MEASURES ARE TO BE ADJUSTED TO MEET FIELD CONDITIONS AT THE TIME OF
GRAVITY SEWER PIPE AND FITTINGS
INDICATES DEFECTIVE JOINTS OR BROKEN PIPES, THE CONTRACTOR SHALL CORRECT THEM.
E.
ALL SEWERS SHALL BE SIZED TO PROVIDE AMPLE CAPACITY FOR PEAK DESIGN FLOWS.
CONSTRUCTION AND BE CONSTRUCTED PRIOR TO ANY GRADING OR DISTURBANCE OF EXISTING SURFACE
7• LOCATION OF ALL EXISTING UTILITIES ARE APPROXIMATE ONLY, CONTRACTOR IS
THE MINIMUM ALLOWABLE PIPE SIZE SHALL BE 8-INCH FOR COLLECTION LINES AND 6-INCH
MATERIAL ON BALANCE OF SITE. PERIMETER SEDIMENT BARRIERS SHALL BE CONSTRUCTED TO PREVENT
RESPONSIBLE FOR EXACT FIELD LOCATION.
A. GRAVITY SEWERS LINES AND LATERALS SHALL BE EXTRA STRENGTH POLYVINYL
D.
PIPE SHALL BE TESTED FOR INFILTRATION AFTER THE BACKFILL HAS BEEN PLACED. I
FOR SERVICE LATERALS. SEWERS SHALL BE DESIGNED AT SLOPES PROVIDING MINIMUM
SEDIMENT OR TRASH FROM FLOWING OR FLOATING ON TO ADJACENT PROPERTIES.
CHLORIDE PIPE AND SHALL CONFORM TO THE LATEST ASTM DESIGNATION
INFILTRATION TESTS SHALL BE MADE UNDER THE SUPERVISION OF THE ENGINEER AND .
VELOCITIES OF 2 FEET PER SECOND WHEN FLOWING FULL OR HALF -FULL, USING A
8. ALL HARD SURFACE DRIVES TO BE DRILLED AND BORED. 1F DRIVEWAY IS
D3034-SDR26. FITTINGS INSTALLED IN POLYVINYL CHLORIDE PIPE SHALL
IRCDUS. THE LENGTH OF LINE TO BE TESTED SHALL BE AS DIRECTED BY THE ENGINEER
MANNING'S ROUGHNESS COEFFICIENT (N) OF 0.013 FOR DUCTILE IRON PIPE AND 0.012 FOR
3. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN
DAMAGED, OR CANNOT BE BORED, ENTIRE SECTION OF CONCRETE FROM CUT TO
CONFORM TO THE SAME SPECIFICATIONS AS THE PIPE IN WHICH THEY ARE
AND/OR IRCDUS. THE ALLOWABLE INFILTRATION SHALL BE 100 GALLONS PER INCH OF1. ......�
POLYVINYL CHLORIDE PIPE. IN GENERAL, THE FOLLOWING MINIMUM SLOPES SHALL BE
DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION
PAVEMENT SHALL BE REPLACED.
INSTALLED.
.
DIAMETER PER DAY PER MILE OF SEWER. i..
PROVIDED FOR SEWER SIZES 8, INCH TO 36-INCH OR APPROVED BY IRCDUS:
SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL
REMAIN UNDISTURBED FOR LONGER THAN 30 DAYS PERMANENT STABI
STABILIZATION SHALL BE APPLIED TO
9• ALL EXISTING SIGNAGE SHALL BE RESTORED IN D.
NG KIN
B. IN ADDITION TO THE REQUIREMENTS OF ASTM SPECIFICATIONS, THE PIPE SHALL1.11
E.
RATE OF INFILTRATION SHALL BE DETERMINED BY MEANS OF V-NOTCH WEIRS, PIPE SPIGOT
PIPE DIP PVC
AREAS THAT ARE TO BE LEFT UNDISTURBED FOR MORE THAN ONE YEAR.
NOT BE OUT -OF -ROUND OR CROOKED IN ALIGNMENT AS DETERMINED BY THE • '
11
OR BY PLUGS IN THE END OF THE PIPE, TO BE PROVIDED AND INSTALLED BY THE
DIAMETER (INCHES) N = 0.013 N = 0.012
10. FINAL GRADE OF RESTORATION SHALL BE 2" BELOW SODDED GRADE TO ALLOW
ENGINEER. ANY LENGTH OF PIPE 6 INCHES OR GREATER IN DIAMETER WHOSE
CONTRACTOR IN AN APPROVED MANNER AND AT SUCH TIMES AND LOCATIONS AS MAY BE
8 0.40% 0.34%
4. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR PROTECTED WITH
FOR SOD DIFFERENTIAL.
DIRECTED BY THE ENGINEER AND/OR IRCDUS.
10 0.28% 0.24%
SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND
INSIDE DIAMETERS MEASURED AT RIGHT ANGLES TO EACH OTHER VARY MORE
12 0.22% .19%
PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS SOIL INTENTIONALLY
11. ALL WATER FLUSHED FROM MAINS SHALL BE DIRECTED INTO REAR YARD
THAN %INCH MAY BE REJECTED.
F.
IN AN INSPECTION OF THE COMPLETED SEWER OR ANY PART THEREOF SHOWS ANY
15 :: 0.15% 0.13%
TRANSPORTED FROM THE PROJECT SITE.
DITCHES. FLUSHING INTO FRONT YARD SWALES 1S FORBIDDEN.
MANHOLES, PIPES OR JOINTS THAT ALLOW THE WFILTRATION OF WATER IN A NOTICEABLE
18 0.12% 0.10%
C. POLYVINYL CHLORIDE PIPE SHALL BE A MAXIMUM OF 20 FEET IN LENGTH AND11'
STREAM OR JET, THE DEFECTIVE WORK OR MATERIAL SHALL BE REPLACED OR REPAIRED, AS
21 ,. : 0.10% 0.09%
5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE
12.ONE ROW OF BAHIA SOD SHALL BE PLANTED AT EDGE OF ROAD, IF DISTURBED.
SHALL BE ON THE APPROVED MANUFACTURER'S PRODUCT LIST.
`
DIRECTED BY THE ENGINEER AND/OR IRCDUS.
24 0.08% 0.07%
PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A
. .
F.
MANHOLES SHALL BE INSTALLED AT THE END OF EACH LINE, AT ALL CHANGES IN GRADE,
GROUND COVER IS ACHIEVED THAT, IN THE OPINION OF THE REVIEWER, IS UNIFORM, MATURE ENOUGH TO
. 13. ALL DRIVEWAY AND ROAD CROSSINGS MAYBE DIRECTIONAL BORED USING
D. MATERIAL SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM DESIGNATION%%
G.
LEAKAGE BETWEEN TWO ADJACENT MANHOLES MAY BE DOUBLE THE AMOUNT
SIZE OR ALIGNMENT, AT ALL JUNCTIONS (EXCLUDING SERVICE LATERALS) AND AT
SURVIVE AND WILL INHIBIT EROSION.
' H.D.P.E. IN LIEU OF DRILL & BORE OR OPEN CUT & RESTORE IN KIND.
)
1784, TYPE 1, GRADE 1 (12454-B). ALL P.V.C. MATERIALS SHALL BE STORED IN
ABOVE STATED, PROVIDED THE AVERAGE LEAKAGE FOR A TOTAL LENGTH OF ANY SIZE DOES
DISTANCES NO GREATER THAN 400 FEET APART.
_
. .
' SPECIFICATIONS NOT IN DIRECT
ACCORDANCE WITH THE MANUFACTURER'S SPEC FIC (
NOT EXCEED T HE AMOUNT FIRST STATED AND PROVIDED THERE ARE NOT GUSHING OR(
..
. .:6. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES AND ...
14. LOCATION OF GATE VALVES & FITTINGS SHALL BE ADJUSTED AS REQUIRED TO
SPURTING LEAKS.
G.
SEWER LATERALS SHALL NOT BE CONNECTED DIRECTLY INTO MANHOLES UNLESS ..
.. : DIVERSIONS IMMEDIATELY AFTER INSTALLATION.. . .
- AVOID DISTURBANCE OF ROAD PAVEMENT LOCATION ADJUSTMENTS SHALL B E
D FITTINGS, WHICH SHOW SIGNS OF ULTRAVIOLET
SUNLIGHT). PVC PIPE AN F
APPROVED BY IRCDUS. IRCDUS WILL DIRECT INDUSTRIAL WASTEWATER INTO MANHOLES . -
.
.:' ,. .. . .
.11
MADE ONLY AFTER OBTAINING APPROVAL FROM THE ENGINEER OF RECORD.
DEGRADATION, ARE CONSIDERED SUBSTANDARD AND UNFIT FOR USE, AND WILL
H.
ALL WATER USED IN TESTING AND FLUSHING SHALL BE FURNISHED AT THE CONTRACTOR'S `
ON CASE -BY -CASE BASIS.
7. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER
BE REJECTED BY THE IRCDUS'S ENGINEER.l
1
THE MINIMUM AMOUNT OF WATER TO BE USED IS TWO (2) TIMES THE VOLUME OF
H.
GRAVITY SEWERS MUST BE INSTALLED IN FRONT (UNDER DRIVEWAY/ROADWAY
THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE SEDIMENT BASIN SHALL
%EXPENSE.
THE PIPE.
PAVEMENT) OF NEW BUILDINGS AND/OR UNDER ROADWAY PAVEMENT IN DEDICATED
BE DESIGNED AND CONSTRUCTED TO ACCOMMODATE THE ANTICIPATED SEDIMENT LOADING FROM THE
E. ALL WYES, FITTINGS, LATERALS, AND MANHOLE COUPLINGS SHALL BE
111;I.
. RIGHTS -OF -WAY, ALL ACCESSIBLE TO MAINTENANCE EQUIPMENT.
LAND -DISTURBING ACTIVITY. THE OUTFALL DEVICE OR SYSTEM DESIGN SHALL TAKE INTO ACCOUNT THE
j
MANUFACTURED BY SAME MANUFACTURING COMPANY AS THE PIPE OR
.
THE CONTRACTOR MAY USE AN AIR TEST IN LIEU OF THE EXFILTRATION TEST AS
TOTAL DRAINAGE AREA FLOWING THROUGH THE DISTURBED AREA TO BE SERVED BY THE BASIN.
.
V MANUFACTURER'S PRODUCT LIST. ADAPTERS:1 I
APPROVED EQUAL, SEE APPROVED
DESCRIBED ABOVE. IF HE ELECTS TO DO THIS, HE SHALL SUBMIT HIS PROPOSED
1.
GRAVITY MAINS SHALL BE INSTALLED A MINIMUM OF 10 FEET FROM ANY EXISTING OR
1
SHALL BE COMPATIBLE TO THE APPROVED PIPE AND APPURTENANCES. ALLIll.I'l
METHOD TO THE ENGINEER AND/OR IRCDUS FOR APPROVAL
PROPOSED STRUCTURE (WALLS, TREES, TRANSFORMER PADS, ETC..
)
8. 'AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES WILL BE INSPECTED FOR INTEGRITY.
JOINTS SHALL BE RUBBER GASKETED.
J.
IF THE RESULTS OF THE AIR TEST ARE UNSATISFACTORY, AS DETERMINED BY THE COUNTY,
HORIZONTAL SEPARATION
ANY DAMAGED DEVICES SHALL BE CORRECTED IMMEDIATELY.
.
THE CONTRACTOR SHALL BE REQUIRED TO PERFORM THE EXFILTRATION TEST AS OUTLINED
9. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN
F. THE PIPE SHALL BE GREEN IN COLOR.
ABOVE.
A.
ALL WATER AND/OR SEWER UTILITIES SHALL BE LOCATED A MINIMUM HORIZONTAL
ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE.
SEPARATION EQUAL TO THE DEPTH OF THE PIPE PLUS THE DIAMETER OF THE PIPE FROMI
1.
PIPE JOINT SEALS
K.
AT THE CONCLUSION OF THE WORK, THE CONTRACTOR SHALL THOROUGHLY CLEAN THE
ANY PERMANENT ABOVE GROUND STRUCTURES (I.E., WALLS, TREES, TRANSFORMER
10. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE
ENTIRE INSIDE OF THE PIPE BY FLUSHING WITH WATER OR OTHER MEANS TO REMOVE ALL
PADS, ETC.).
PROVIDED.
..
A. JOINT SEALS IN POLYVINYL CHLORIDE PIPE AND FITTINGS SHALL COMPLY WITH
DIRT, STONES, AND PIECES OF WOOD OR OTHER MATERIAL THAT MAY HAVE ENTERED
:
ASTM DESIGNATION 03212.
DURING THE CONSTRUCTION PERIOD. DEBRIS CLEANED FROM THE LINES SHALL BE REMOVED
B.
- BETWEEN WATER/SEWER UTILITIES AND
A MINIMUM 4 FEET SEPARATION IS REQUIRED BETW
11. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN SYSTEM, DITCH OR CHANNEL. ALL STORM
..
.: .. . .
.
FROM THE LOWEST OUTLET. IF, AFTER THIS OUT! ET CLEANING, OBSTRUCTIONS REMAIN,
OTHER UNDERGROUND UTILITIES SUCH AS TELEPHONE, GAS, CABLE, IRRIGATION, ETC.
SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT
.
B. THE JOINT SHALL REMAIN SEALED BY ITS OWN COMPRESSION.- ADHESIVES
THEY SHALL BE REMOVED. AFTER THE PIPE !S CLEANED AND IF THE GROUNDWATER LEVEL IS
ABOVE THE PIPE, OR FOLLOWING A HEAVY RAIN, THE IRCDUS WILL EXAMINE THE PIPE FOR
C.
ALL WATER AND/OR SEWER UTILITIES SHALL BE LOCATED A MINIMUM HORIZONTAL
SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR
OTHERWISE TREATED TO REMOVE SEDIMENT.
f'
SHALL NOT BE NECESSARY TO WELD OR FUSE THE GASKETS TOGETHER.I.
LEAKS. IF DEFECTIVE PIPES OR JOINTS ARE DISCOVERED AT THIS TIME, THE CONTRACTOR
SEPARATION EQUAL TO 2 TIMES THE DEPTH OF THE PIPE PLUS THE DIAMETER OF THE
I .
SHALL REPAIR THEM AT HIS EXPENSE.
PIPE FROM THE TOP OF BANK OF ANY BODIES OF WATER (I.E., STORM WATER PONDS,
12. BEFORE TEMPORARY OR NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS ARE MADE
C THE COMPRESSIVE STRESS WHICH IS DEVELOPED IN THE GASKET MATERIAL
CANALS, ETC.).
OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL
.
SHALL BE AS HIGH AS IS PERMITTED BY THE STRENGTH OF THE BELL IN RING
L.
UPON COMPLETION OF THE WORK, THE SEWER SYSTEM OR SELECTED SECTIONS THEREIN
LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL
H DUE REGARD TO FACTOR OF SAFETY, AND THIS STRESS SHALL
TENSION, WITH
SHALL BE SUBJECTED TO A FINAL TEST AND INSPECTION. ALL WORK IN THE SYSTEM OR
D.
ALL WATER AND/OR SEWER UTILITIES SHALL BE LOCATED SUCH THAT A MINIMUM
BEAT ITS MAXIMUM VALUE WHEN THE JOINT IS COMPLETELY ASSEMBLED.
SECTIONS THEREIN BEING TESTED SHALL BE COMPLETE, CLEANED AND READY FOR USE.
HORIZONTAL SEPARATION OF 10 FEET EXISTS AS MEASURED FROM THE OUTSIDE WALL OF
13. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BETAKEN TO MINIMIZE
.
TESTS SHALL BE AS SPECIFIED HEREIN AND SHALL MEET ALL REQUIREMENTS AS TO LINE,
EACH MAIN. IF SUCH HORIZONTAL SEPARATION CANNOT ME MAINTAINED, A VERTICAL
ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST
RETROFITTING SEWER LATERALS �
GRADE, CLEAN LINES, INFILTRATION, EXFILTRATION AND WORKMANSHIP.
SEPARATION OF 18" MUST BE MAINTAINED WITH THE WATER MAIN INSTALLED OVER THE
EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE
..
. " .
-
CONFLICTING UTILITY WHEREVER POSSIBLE UNLESS OTHERWISE DIRECTED BY THE
CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE
GRAVITY SEWER SYSTEMS SHALL BE DESIGNED SUCH THAT LATERALS ARE
M.
INSPECTION OF MAINS SHALL BE BY USE OF ASELF-CONTAINED TELEVISION SYSTEM
AND LAMPING UPON SATISFACTORY COMPLETION AND ACCEPTANCE OF FINAL ROAD
IRCUD.
STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS.
.. .
PROVIDED TO SERVE ALL UNITS AND LOTS. IN CASES WHERE SEWER LATERALS
BASE MATERIAL. THE FACILITIES SHALL BE PROVIDED AND OPERATED BY THE
E.
WHERE THIS SEPARATION STATEMENT CONFLICTS WITH FDEP GUIDELINES, THE MORE
14. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES A TEMPORARY STREAM
MUST BE ADDED TO A GRAVITY SEWER MAIN, CONNECTIONS SHALL BE MADE BY - ,
CONTRACTOR AS SPECIFIED BELOW: THE CONTRACTOR SHALL PROVIDE THE IRCDUS WITH
RESTRICTIVE SHALL APPLY.
CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED.
INSTALLING A SEWER
� :
VIDEOTAPE RECORDINGS, ON VMS FORMAT, OF THE INTERIOR OF ALL MAIN LINE GRAVITY
SERVICE WYE BRANCH AND ASLEEVE-TYPE ADAPTER, WHICHEVER IS SPECIFIED
SEWERS AND THE INTERIOR OF ALL SEWER LATERALS. THE TAPES SHALL BE CONTAINED IN
VERTICAL SEPARATION
15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE
BY. IRCDUS FOR THE PARTICULAR APPLICATION.
AN APPROVED CARTRIDGE -TYPE CONTAINER. THE TAPES SHALL BE RECORDED BY PULLING A
WATERCOURSE IS COMPLETED.
:
TELEVISION CAMERA THROUGH THE LINE ALONG THE AXIS OF THE PIPE. THE TELEVISION
A.
MAINTAIN 18' VERTICAL CLEARANCE BETWEEN ANY WATER/SEWER UTILITY AND ANY
SUBMITTALS
EQUIPMENT SHALL CONSIST OF ASELF-CONTAINED CAMERA AND A MONITORING UNIT
OTHER UNDERGROUND UTILITIES SUCH AS TELEPHONE, GAS, CABLE, IRRIGATION, ETC.
16. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL STRUCTURES MUST BE PROVIDED TO
CONNECTED BYA COAXIAL CABLE. THESE RECORDINGS SHALL BE DONE DURING THE
ENSURE INTENDED PURPOSE IS ACCOMPLISHED. THE DEVELOPER, OWNER AND/OR CONTRACTOR SHALL BE
BEFORE STARTING FABRICATION OF THE PVC PIPE AND FITTINGS, THE
INSPECTION OF THE MAINS. MONITORS SHALL BE AVAILABLE TO THE ENGINEER AND OWNER
DURING THESE INSPECTIONS. MONITORS SHALL ALSO BE PROVIDED WITH A "POLAROID" TYPE
CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY. SEDIMENT CONTROL MEASURES
CONTRACTOR SHALL SUBMIT COMPLETE DETAILED WORKING DRAWINGS FOR
CAMERA SO THAT AS MAYBE REQUESTED BY THE ENGINEER, PHOTOGRAPHS SHALL BE MADE
SHALL BE IN WORKING CONDITION AT THE END OF EACH WORKING DAY.
.
APPROVAL BY THE ENGINEER OR IRCDUS. SUCH DRAWINGS SHALL SHOW THE
OF A PARTICULAR PORTION OF THE MAIN BEING VIEWED. THE TAPES SHALL BE PROPERLY
17. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN
PIPING LAYOUTS AND CONTAIN SCHEDULES OF ALL PIPE, FITTINGS, VALVES,
EXPOSED AND THE CAMERA SHALL BE IN PROPER FOCUS SO THAT GOOD, CLEAR
ADDITION TO OTHER APPLICABLE CRITERIA:
EXPANSION JOINTS, HANGERS AND SUPPORTS, AND OTHER APPURTENANCES.'
RECORDINGS SHOWING DETAIL ARE PRODUCED. TAPES SHALL BE IDENTIFIED BY AUDIO
A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.
WHERE- SPECIAL FITTINGS ARE REQUIRED, THEY SHALL BE SHOWN IN LARGE
RECORDINGS NOTING THE MANHOLE NUMBERS, DISTANCES TO SERVICE LATERAL
B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.
DETAIL WITH ALL NECESSARY DIMENSIONS.
CONNECTIONS, DIRECTION OF LATERAL CONNECTION AND ANY LEAKS, CRACKS OR PIPE
DEFECTS. EACH CARTRIDGE SHALL BE CLEARLY MARKED AS TO THE CONTENTS AND
C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED
NUMBER, WITH AN INDEX OF ALL CARTRIDGES. VIDEOTAPES OF THE COMPLETED MAINS
SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY
I
MARKING
SHALL BE DELNERED TO IRCDUS. THE CONTRACTOR SHALL PROVIDE ANY ASSISTANCE
AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY. .
D. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THESE REGULATIONS.
II
I
II
•;
REQUIRED THE IRCDUS OR THE ENGINEER OF RECORD.
A. NUMBER 10 STRANDED CONDUCTOR COPPER TRACE WIRE SHALL BE SPIRAL
WRAPPED OR AFFIXED TO THE TOP OF THE PIPE. SEE TRACE WIRE DETAIL MFOR
18. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED PUBLIC ROADS PROVISIONS SHALL BE
I
MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE, WHERE
i
SPECIFICATIONS REGARDING INSTALLATION -
SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD SURFACE WITH CURBS AND GUTTERS, THE ROAD SHALL BE
,
CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY
.
j,
I.
B. 'TRACE WIRE IS REQUIRED OVER ALL`PIPES ;:
..
SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA STREET
1II
I
I.
"
WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL
II
C. A 2" WIDE MAGNETIC I.D. LOCATION TAPE IS REQUIRED OVER AIL PIPES. TAPE IS
APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER LAND -DISTRIBUTING ACTIVITIES.
II
II
I
TO BE INSTALLED 12" BELOW PROPOSED GRADE.
19. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER
'
INSTALLATIONI"I
FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, IN THE OPINION
OF THE REVIEWER. DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES
A. UNLESS OTHERWISE NOTED ON THE DRAWINGS OR IN OTHER SECTIONS OF THIS
SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.
SPECIFICATION, THE PIPE SHALL BE HANDLED AND INSTALLED IN STRICT
20. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITE SHALL BE PROTECTED FROM
ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. THE CONTRACTOR
-
SEDIMENT DISPOSITION AND EROSION.
SHALL USE EVERY PRECAUTION DURING CONSTRUCTION TO PROTECT THE PIPE
AGAINST THE ENTRY OF NON -POTABLE WATER, DIRT, WOOD, SMALL ANIMALS,"I
I
21. PHASED PROJECTS SHOULD BE CLEARED IN CONJUNCTION WITH CONSTRUCTION OF EACH PHASE.
AND ANY OTHER FOREIGN MATERIAL THAT WOULD HINDER THE OPERATION OF
THE PIPELINE. WHERE THE GROUNDWATER ELEVATION IS ABOVE THE BOTTOM
22. EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE REQUIREMENTS IN INDEX NOS. 101, 102
OF THE TRENCH, THE CONTRACTOR SHALL PROVIDE SUITABLE DEWATERING
AND 103 OF FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS.
.
EQUIPMENT AT NO ADDITIONAL COST TO THE OWNER. ALL PIPING SHALL BEI'll
PLACED IN A DRY TRENCH, UNLESS THE ENGINEER OR IRCDUS APPROVES WET
23. THE REVIEWER MAY APPROVE MODIFICATIONS OR ALTER PLANS TO THESE EROSION CONTROL CRITERIA DUE
TO SITE SPECIFIC CONDITIONS.
TRENCH INSTALLATION.
B. DEPTH OF COVER AND PIPE ELEVATION: UNLESS OTHERWISE SHOWN ON THE
.
DRAWINGS, OR OTHERWISE AUTHORIZED BY THE ENGINEER, ALL PIPE SHALL
HAVE A MINIMUM COVER OF 36 INCHES. CONTRACTOR SHALL DETERMINE TOP OF
PIPE ELEVATION AND TOP OF GROUND ELEVATION FOR EVERY TWO JOINTS OF
PIPE INSTALLED USING A LEVEL. PIPE MUST HAVE THE MINIMUM COVER
DESCRIBED ABOVE AND MUST BE WITHIN +/- 0.2 FEET OF THE TOP OF PIPE
ELEVATION INDICATED ON THE DRAWINGS. INSTALLED PIPE, WHICH DOES NOT
MEET THESE REQUIREMENTS, SHALL BE REINSTALLED UNTIL IT MEETS THESE
REQUIREMENTS. CONTRACTOR SHALL RECORD TOP OF PIPE AND TOP OF
GROUND ELEVATIONS AND THE LOCATIONS OF WHERE THESE ELEVATIONS WERE
DETERMINED AND SUBMIT THIS INFORMATION TO ENGINEER. ENGINEER
.
RESERVES THE RIGHT TO HAVE CONTRACTOR EXCAVATE AND CHECK TOP OF
.
PIPE AND TOP OF GROUND ELEVATIONS TO SEE IF THEY CONFORM TO THE
.
AFOREMENTIONED REQUIREMENTS, AT NO ADDITIONAL COST TO THE OWNER.
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48 HOURS BEFORE DIGGING OF 12
CALL TOLL FREE
1 (soo) 432-4770 CHRISTOPHE J. PONTELLO, FL PE# 55544 PROJECT NO
SUNSHINE STATE ONE CALL
OF FLORIDA DATE: �JUL 1 8 2007 07-104
® COPYRIGHT 2003 W.F. McCNN ec ASSOCIATES, INC. THIS DRAWING AND ANY ELECTRONIC FILE IS PROTECTED BY COMMON LAW COPY RMHTS AND MAY NOT 8E REPRODUCED IN ANY WAY WITHOUT THE WRITTEN PERMISSION OF THE ENGINEER. CHANGES TO THE DRAWINGS MAY ONLY BE MADE BY THE ENGINEER; IF ANOTHER PROFESSIONAL. ENGINEER ADOPTS THIS DRAWING AS HIS/HER OWN WORK, THE SUCCESSOR PROFESSIONAL. ENGINEER SHALL ADHERE TO THE PROCEDURES OF 61G1S-27 FAC. ANY OTHER CHANGES SFWl BE CONSTRUED AS AN INFRIGNMENT OF THE ENGINEER'S COPYRIGHT OR OTHER RESERVED RIGHTS AND MAY VOID THE INTEGRITY OF THE ENGINEERING DESIGN.