HomeMy WebLinkAbout2006 - Construction Plans/0"
SITE INFORMATION
OWNER/APPLICANT ARCHITECT
SEBASTIAN LANDINGS, LLC EDWARD SILVA, ARCHITECT
MR. NURI DORRA, MANAGER 8900 117th AVE #B107
2305 N.E. 192nd STREET MIAMI, FL 33186
NORTH MIAMI, FL 33180 PH: (305) 275-8383
(786) 234-1461 FAX: (305) 275-8381
SURVEYOR
WILLIAM B. ZENTZ & ASSOCIATES, INC.
684 OLD DIXIE HIGHWAY
VERO BEACH, FLORIDA 32962
(772) 567-7552
ZONING DENSITY �/ �..•
RM -8 (TOWNHOUSE DEVELOPMENT) MAXIMUM DENSITY = 8 UNITS / ACRE
LAND USE DENSITY PROVIDED 7.53 UNITS / ACRE �-
TOTAL # UNITS = 60
RESIDENTIAL /
SITE DATA j
SITE AREA = 347,026 SF = 7.97 Ac = 100.0 % 7
BUILDING AREA = 60,082 SF= 1.38 Ac = 17.3 % '
PAVEMENT AREA = 46,206 SF = 1.06 Ac = 13.3
CONCRETE/SIDEWALK AREA = 31,025 SF = 0.71 Ac = 8.9 %
RECREATION AREA = 3,351 SFS% = 0.08 Ac = 1.0 % r
TOTAL IMPERVIOUS AREA = 140,664 SF = 3.23 Ac = 40.5 % �✓
TOTAL OPEN AREA = 206,362 SF = 4.74 Ac = 59.5 % t
RETENTION AREA = 60,204 SF = 1.38 Ac = 17.3 %
RM -8 (MULTI—FAMILY) U PRO OSEDv \
MAXIMUM BUILDING COVERAGE 40 1
MINIMUM OPEN SPACE 40 % 1 y
MAXIMUM IMPERVIOUS SURFACE 60 % 40.5 % r
FRONT BLDG SETBACK 25 FEET ✓ 25.6 FEET
SIDE BLDG SETBACK 10 FEET 13.5 FEET
READ BLDG SETBACK 20 FEET •�- 25 FEET
BETWEEN BUILDINGS 15 FEET / 15 FEET
E3UILDING HEIGHT �—
MAXIMUM BUILDING HEIGHT = 35 FEET
EAVE HEIGHT = 19'10" OVERALL TO TOP OF ROOF = 26' �f
PARKING DATA ?'
PARKING REQUIRED = 2 SPACES/UNIT (MULTI—FAMILY)
60 UNITS (2) = 120 PARKING SPACES
PARKING REQUIRED = 3 SPACES/CLUBHOUSE
TOTAL REQUIRED = 123 SPACES r�
PARKING PROVIDED = 124 SPACES (1 HAND AP, 123 STANDARD)
CONSTRUCTION SCHEDULE
START CONSTRUCTION JULY 2007
END CONSTRUCTION JULY 2008
PERMITS REQUIRED
INDIAN RIVER COUNTY UTILITY PERMIT
INDIAN RIVER COUNTY RIGHT OF WAY PERMIT
r INDIAN RIVER COUNTY CONCURRENCY PERMIT
F.D.E.P. WASTEWATER COLLECTION PERMIT
F.D.E.P. POTABLE WATER PERMIT
F.D.E.P. NOTICE OF INTENT
S.J.R.W.M:D. ENVIRONMENTAL RESOURCE PERMIT
CITY OF SEBASTIAN SITE PLAN APPROVAL
CITY OF SEBASTIAN TREE REMOVAL PERMIT
CITY OF SEBASTIAN LAND CLEARING PERMIT
CITY OF SEBASTIAN SUBDIVISION CONSTRUCTION APPROVAL
FLOOD ZONE
THE SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE 'X'
PER F.I.R.M. PANEL No. 12061 CO076 E, DATED MAY 4, 1989.
SANITARY SEWER SOURCE
CONNECT TO EXISTING INDIAN RIVER UTILITIES
POTABLE WATER SOURCE
CONNECT TO EXISTING INDIAN RIVER UTILITIES
TAX PARCEL I.D. NUMBER(S)
31-39-06-00000-5000-00028.1
31-39-06-00000-5000-00027.0
31-39-06-00000-5000-00016.0
NUMBER Or BUILDINGS
2 — 4,295 SF C.B.S. MULTIFAMILY BUILDINGS
d3,457 SF C.B.S. MULTIFAMILY BUILDINGS
>_5,168 SF C.B.S. MULTIFAMILY BUILDINGS
1 — 576 SF C.B.S. CLUBHOUSE
1 — 2,478 S.F. POOL WITH FACILITIES
TRAFFIC STATEMENT
ADT = 60 UNITS x 5.86 TRIPS/DWELLING UNIT=351.6 TRIPS
SITE ADDRESS
LOUISIANA AVENUE & FOSTER ROAD
SEBASTIAN, FLORIDA
PROJECT DESCRIPTION
THE PROPOSED PROJECT IS A MULTI -FAMILY
RESIDENTIAL SUBDIVISION OF 60 LOTS.
v
48 HOURS BEFORE DIGGING
CALL TOLL FREE
1-800-432-4770
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
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CITY OF SEBASTIAN, FLORIDA
0\,A,,./NER
SEBASTIAN LANDINGS, LLC
2305 N.E. _192nd STREET
NORTH MIAMI, FL 33180
(786) 234-1461 (PH)
(305) 932-5909 (FAX)
.M
3 ENGINEERING, INC.
CONSULTING ENGINEERING
MOIA BOWLES VILLAMIZAR & ASSOCIATES
CONSULTING ENGINEERS — CA #3728 PHONE (772) 569-0035
2455 - 14TH AVENUE VERO BEACH, FLORIDA 32960 FAX (772) 778-3617
Rfl5'VLANO ROAD
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WABASSO RD
\ CR 510
VICINITY MAP N ✓''
NTS
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INDEX 01" DRAWINGS -
C1
CC VL -11 SHEET
C2
EXIS i'N,_G ONDITIONS
C3
Si T E PLAN
C4
PAVING, GRADING AND DRAINAGE PLAN
C5
UTILI T >r IS PLAN
C6
LANDSCAPING PLAN
C7
GENE P,,L NOTES AND DETAILS
C8
PAVING AND DRAINAGE DETAILS
C9
PAVING AND DRAINAGE SPECIFICATIONS
C10
WATER SYSTEM DETAILS
C11
WATER SYSTEM SPECIFICATIONS
C12
SEWER SYSTEM DETAILS -
C13
SEWER SYSTEM SPECIFICATIONS
C14
STORMWATER POLLUTION PREVENTION PLAN
C15
STORMWATER POLLUTION PREVENTION DETAILS
C16
GEULA STREET UTILITY PLAN AND PROFILE
C17
GEULA STREET UTILITY PLAN AND PROFILE
C18
DORRA DRIVE UTILITY PLAN AND PROFILE
AE -1
AERIAI_
SURVEYOR
William B. Zentz & Associates, Inc.
I�
Professional Surveyors & Mappers
CERTIFICATE OF AUTHORIZATION (LB) No. 6840 ��-j 4^
684 Old Dixie Highway ! 1
Vero Beach, FI 32962
Phone: (772) 567-7552
Fax : (772) 567-1751
D AAFX JPAON
LS f-Z� E# J
WL 1 D7 a
ENGINEER'S , PROJECT NO, 06-327
Notes
.J
1.
THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP.
2.
LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHTS -OF WAY
BEGINNING AT A POINT 2.34 CHAINS NORTH OF THE SOUTHEAST CORNER OF THE NORTHEAST 1/4 OF THE SOUTHWEST
OR EASEMENTS OF RECORD.
3.
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL
THENCE RUN NORTH 2.87 CHAINS± THENCE SOUTH 89' 5' EAST 12.65 CHAINS± SOUTH 2.87 CHAINS TO THE POINT OF
OF A FLORIDA LICENSED SURVEYOR AND MAPPER.
4.
UNDERGROUND UTILITIES AND IMPROVEMENTS NOT LOCATED.
5.
SURVEY SITE LIES IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAP
PARCEL 2:'
No. 12061 CO076 E, DATED MAY 4, 1989.
6.
THIS SURVEY WAS PERFORMED USING DUAL FREQUENCY REAL TIME KINEMATIC.
"PINE- 10" f'iN>w
G.P.S. IN CONJUNCTION WITH CONVENTIONAL SURVEY EQUIPMENT (TOTAL
1/4 OF SECTION 6, TOWNSHIP 31 SOUTH, RANGE 39 EAST± THENCE RUNNING NORTH 89'5' WEST 12.65 CHAINS±!
STATION & AUTOMATIC LEVEL). REDUNDANT MEASUREMENTS WERE TAKEN,
THENCE RUN NORTH 2.87 CHAINS± THENCE SOUTH 89'5' EAST 12.65 CHAINS± THENCE COUTH 2.87 CHAINS TO THE '
AND THE DIFFERENCE BETWEEN THE 2 METHODS IN BOTH THE HORIZONTAL
POINT OF BEGINNING, LYING IN INDIAN RIVER COUNTY, FLORIDA± EXCLUSIVE OF ANY RIGHT OF WAY FOR LOUISIANA
AND VERTICAL PLANES DID NOT EXCEED 0.1 FEET.
7.
ELEVATIONS SHOWN HEREON ARE IN FEET, REFERENCED TO NGVD '29.
LESS AND EXCEPT:
BENCHMARK= CGS MONUMENT "J 227 1965", HAVING AN ELEVATION
THE NORTH 28 FEET FO THE SOUTH 187.42 FEET OF THE EAST 206 FEET OF THE FOLLOWING DESCRIBED PROPERTY±
OF 22.17 FT. NGVD '29 AS PUBLISHED BY LABINS.
FN0.4'W" ate Benchmwic
ONr-MON
6905 SET PK NAIL &c DISK
'WBZ-LB 6840'„
10.00' �A r �: W SEr EL -23.97 FT. NOVD'29 N89'56 30 E
r1167 jr ._.....__.. _.._..._ ............... - _ ^ - re�c...................... W _ _ .._ . _ ... _ - - -- --�
Legend
GA GUY ANCHOR
OHW = OVERHEAD WIRES
M = MEASURED
P = PLAT
C = CALCULATED
D = DEED DESCRIPTION
POC = POINT OF COMMENCEMENT
POB = POINT OF BEGINNING
CH.= CHAINS
NGVD '29=NATIONAL GEODETIC VERTICAL
DATUM OF 1929
sir = SET PK NAIL & BRASS DISK
PK�D STAMPED "WBZ-LB 6840"
sEr = SET 5/8" DIAMETER IRON ROD
rR�c & CAP STAMPED "WBZ-LB 6840"
R/W = RIGHT OF WAY
q = CENTERLINE
F.F.E. = FINISH FLOOR ELEVATION
wsptt = WOODEN SERVICE POLE
wppLQ = WOODEN POWER POLE
Ino = TELEPHONE RISER BOX
CMP = CORRUGATED METAL PIPE
tR/C = IRON ROD WITH CAP
IR = IRON ROD
IP = IRON PIPE
C.C.R.=CERTIFIED CORNER RECORD
S.L.C,P.R.=ST. LUCIE COUNTY PUBLIC RECORDS
LR.F•W.M.D.=INDIAN RIVER FARMS WATER
MANAGEMENT DISTRICT
O.R.B.=OFFICIAL RECORDS BOOK
P.B.=PLAT BOOK
LABINS=LAND AND BOUNDARY INFORMATION SYSTEM
FOSTER ROAD
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PARCEL 2:'
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PROJECT DESCRIPTION NOTES:
THE PROPOSED PROJECT IS A MULTI -FAMILY RESIDENTIAL SUBDIVISION OF 60 LOTS.
1, ALL PROPOSED UTILITIES WILL BE UNDERGROUND.
2. PRIOR TO TRANSFER, THE TRANSFEREE MUST ASSUME OBLIGATIONS OF THE PRIOR DEVELOPER,
TRAFFIC MARKING Nv II cicmi FAILURE TO GIVE TIMELY NOTICE OR TO PROVIDE THE ASSUMPTION IN WRITING, ON A FORM
ACCEPTABLE TO THE CITY ATTORNEY, ALL COMMITMENTS, RESPONSIBILITIES, AND OF PRIOR
1. ALL PARKING SPACES WITH THE EXCEPTION OF THE HANDICAPPED PARKING SPACES COMMITMENT VOIDS THE PRELIMINARY APPROVAL.
SHALL BE MARKED IN WHITE, RETRO -REFLECTIVE TRAFFIC PAINT AND BE IN ACCORDANCE 3. SITE WORK IS PROHIBITED BETWEEN THE HOURS OF 8PM AND 6AM.
WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD SPECIFICATIONS
FOR ROAD & BRIDGE CONSTRUCTION, 1996, SECTION 710. 4. METHOD OF OWNERSHIP CONVEYANCE: FEE SIMPLE.
2. ALL HANDICAPPED PARKING SPACES SHALL BE PROPERLY SIGNED AND MARKED IN 5. CONCURRENCY IS ACKNOWLEDGED, BUT MAY NOT BE IN THE FUTURE.
ACCORDANCE WITH THE FDOT STANDARD INDEX 17346. A DETAIL OF THIS STANDARD
IS LOCATED ON SHEEP C8 OF 15. 6. THE DEVELOPER SHALL ESTABLISH THE ASSOCIATION OR NON-PROFIT CORPORATION PRIOR TO
3. ALL COMPACT SPACES SHALL BE MARKED "COMPACT" ON THE STALL OR TIRE STOP. SALE OF ANY LOTS. CONTROL OF ALL COMMON OPEN SPACE AND .RECREATION FACILITIES SHALL
BE PASSED TO THE ASSOCIATION UPON SALE OR TRANSFER OF 90% OR MORE OF THE
RESIDENTIAL UNITS.
7. MEMBERSHIP I" THE ASSOCIATION OR NONPROFIT CORPORATION SHALL BE MANDATORY FOR
ALL RESIDENTIA' 20PERTY OWNERS WITHIN THE DEVELOPMENT, AND SUCH ASSOCIATION OR
CORPORATION . �L NOT DISCRIMINATE IN ITS MEMBERS OR SHAREHOLDERS.
B. THE ASSOIIATION OR NONPROFIT CORPORATION SHALL MANAGE ALL COMMON OPEN SPACE
AND RECREATIONAL AND -CULTURAL FACILITIES, THAT ARE NOT DEDICATED TO THE PUBLIC; SHALL
PROVIDE FOR THE MAINTENANCE, ADMINISTRATION AND OPERATION OF SUCH LAND AND ANY
OTHER LAND WITHIN THE DEVELOPMENT NO PUBLICLY OR PRIVATELY OWNED; AND SHALL SECURE
{ y ADEQUATE LIABILITY INSURANCE ON THE LAND. THE TITLE TO ALL RESIDENTIAL PROPERTY OWNERS
t SHALL INCLUDE AN UNDIVIDED FEE SIMPLE ESTATE IN ALL COMMON OPEN SPACE OR AN
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( (L OF ROAD
z
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TYPICA R G PLAN
OTS 15-60
N.T.S.
o.o
PROPOSED ROAD
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TOP
o
INVERT ELEVATIONS
PROPOSED
BOTTOM
HOUSE PAD
I
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NUMBER
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20.9
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21.43
21.93
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SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
49 . m
14
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SWALE
TYPICAL LOT GRADING PLAN
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CONNECT TO EX ST
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❑AARON J. BOWLES, FL. P.E. #55313 06-327
JAN 1 1 HN
EX Ds 3
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❑AARON J. BOWLES, FL. P.E. #55313 06-327
JAN 1 1 HN
F.D.E.P. SEWER SEPARATION REQUIREMENT I _
NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL — LAID TO PROVIDE A
HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE
OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY–
OR PRESSURE–TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING
RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. THE
MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY–TYPE
SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER
r MAIN IS -LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. NEW OR RELOCATED,
UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY– OR
VACUUM–TYPE SANITARY SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS
AT LEAST SIX INCHES, AND PERFERABLY 12 INCHES, I ABOVE OR AT LEAST 12 INCHES
BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PERFERABLE TO LAY THE
WATER MAIN ABOVE THE OTHER PIPELINE.
AT THE UTILITY CROSSINGS DESCRIBED ABOVE, ONE FULL LENGTH OF FULL LENGTH OF
WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE
WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE.
ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER
MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM–TYPE SANITARY
SEWERS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER
PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST, SIX FEET FROM ALL JOINTS IN
GRAVITY– OR PRESSURE–TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR
PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART 111 OF CHAPTER
62-610, F.A.C.
FOSTER ROAD o N
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_L_ HYDRAE "*-.j4 -- -r—� —LI" iI
ASPEMBLY Wy I I I I I ( I I i w
49 BLOWOFF2'I51 I 52 I 53 I 54 I 55 I 56 ( 57 I 58 I 59 I 60
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UTILITIES LEGEND
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SINGLE SEWER SERVICE
< DOUBLE SEWER SERVICE
ai
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710
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(SANITARY SEWER, FORCE MAIN)
ti
CONDITION "A"
4
STORM DRAIN
(OR SANITARY
SEWER)
SPEED
LIMIT
13
O
18" MIN. r
PVC WATER-
CONDITION
ATER-CONDITION "B"
JROBERTIE. LEON; FL. P.E. -#64745
OAARON J. BOWLES, FL. P.E. #55313
JAN 1 12297
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NORTH SOUTH
EAST
WEST
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z
Q
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25.42
J
21.551/
SANITARY SEWER
4'0
MANHOLE
S-2
25.38
20.94
20.84 "f
SANITARY SEWER
4'0
MANHOLE
S-3
25.29
19.57
19.47 „/�
SANITARY SEWER
4'0
MANHOLE
S-4
25.82
17.98 18.08
18.08
SANITARY SEWER
4'0
MANHOLE
_/
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S-5
25.78
17.82 17.82
17.72
SANITARY SEWER
4'0
MANHOLE
S-6
25.28
18.84
SANITARY SEWER
4'0
MANHOLE
F.D.E.P. SEWER SEPARATION REQUIREMENT I _
NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL — LAID TO PROVIDE A
HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE
OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY–
OR PRESSURE–TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING
RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. THE
MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY–TYPE
SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER
r MAIN IS -LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER. NEW OR RELOCATED,
UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR PROPOSED GRAVITY– OR
VACUUM–TYPE SANITARY SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS
AT LEAST SIX INCHES, AND PERFERABLY 12 INCHES, I ABOVE OR AT LEAST 12 INCHES
BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PERFERABLE TO LAY THE
WATER MAIN ABOVE THE OTHER PIPELINE.
AT THE UTILITY CROSSINGS DESCRIBED ABOVE, ONE FULL LENGTH OF FULL LENGTH OF
WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE
WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE.
ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE ARRANGED SO THAT ALL WATER
MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM–TYPE SANITARY
SEWERS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER
PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST, SIX FEET FROM ALL JOINTS IN
GRAVITY– OR PRESSURE–TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR
PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART 111 OF CHAPTER
62-610, F.A.C.
FOSTER ROAD o N
c Q
j z
a
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SITE
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VALENCIA STREET /
: C
PINEAPPLI
KING STREET
LOCATION MAP
4. ate Berct"wic v.
z
s SET PK NAIL dt DISK "• I
'WBZ–LB 6840'
10.00' EL -23.97 FT. NGVD'29 N89 -56'30"E — — — — — — — — — — — — — — — — — — — — — — —
=�——
....... ....... ........... ..._ _.._. _—. — — 10
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DIRT PATH . —
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r:
2 ;
BLDG 1 y ,
3 5 UNITS '>
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OXXIN
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C Y
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7 BLDG 2
— — 4 UNITS
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ISTA: 2+31.80
OF�SQ:A3LI
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4OP EL 24.15 — —.
E. INV -17.17.
S-4
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OFFS 8.2' L
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Z 5 UNITS.'.:<:
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14 ? ,
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STORMWATER MANAGEMENT
TRACT B - 0.6?,, ACRES
_L_ HYDRAE "*-.j4 -- -r—� —LI" iI
ASPEMBLY Wy I I I I I ( I I i w
49 BLOWOFF2'I51 I 52 I 53 I 54 I 55 I 56 ( 57 I 58 I 59 I 60
0
CD
S89'23"08 W
NOT SUBDIVIDED
499.89'�C)
NOT SUBDIVIDED
UTILITIES LEGEND
—o SINGLE WATER SERVICE
DOUBLE WATER SERVICE
SINGLE SEWER SERVICE
< DOUBLE SEWER SERVICE
ai
UTILITY PLAIN
N
SCALE 1" = 50' i
t
Lv r�
PVC WATER
j
710
18" OR MORE
I..
CC ` SANITARY HAZAR (� 'W
(SANITARY SEWER, FORCE MAIN)
ti
CONDITION "A"
4
STORM DRAIN
(OR SANITARY
SEWER)
SPEED
LIMIT
13
O
18" MIN. r
PVC WATER-
CONDITION
ATER-CONDITION "B"
JROBERTIE. LEON; FL. P.E. -#64745
OAARON J. BOWLES, FL. P.E. #55313
JAN 1 12297
J
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OF 18
06-327
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0
P
STORMWATER MANAGEMENT
TRACT B - 0.62 ACRES
NOT SUBDIVIDED
Ike Benchmark
SET PK NAIL do DISK
"WBZ-LB 6840"?.
_ EL. -23.97 Fr. NGVD'2s N89'56 30 E
...... Vc_ _ _ _ _.... -.._ ........ - _ _ � � _......_... _...._.... .........._
♦ + , + DIRT PATH I ASPHALT ROADWAY - .:,rte"- -•' .. ._ w . --- -. ......_. �... ____ � a' .
Y FOSTER ROAD
. a
♦ _ . .............. _ _ _ ... _........ - _
km.
1e 4644 .
: --
` 1CAMBELL ESTATE
12'`;' s3 ifl . t. STAG 5+ 0 OFF: .7 R
,..,,
;:y?. �r>'' ' O S S V JB ( t Y R C EX, DS -4 I� 3 TCP EL. +r �yM <<
ORDED�
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•'`.: ��. �' •1131..1., ! h"
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18" : L�1 k' y I
+ " a� ':L 23 Lf
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` Cl• 411 tG' 55.00 N00' 11'06"E
3
I� 2.00'
ST MANAGEMENT `�,✓'t'� PALM, €f
• ,
,4. PAu fAi .;,.
TRACT A - 0.76 ACRES -: =n : , 1 p hg f L - . - ...__..................................................................
� I
_F
36' OAK
I " «�• �, -rI . TALI
�L NOT SUBDIVIDED I r 7 I-
1
o:I �"
9 1
1 20 PK 10"
I{�tI42f5 f6 I f8 1 4 I 35 I TF/ .j C7 I 411- 3 3 43 44 112
? 25 27 2 8 1 29 30 Ca>I rDAA' DGT26 1 t:AtiI n�
� f:': '
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LF 18* RCP
PINE
I *I�
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c�PA' 60 ON49 0 51 52 53 55 56 57 58 59
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+
189'23 �k 9.89
S
NOT SUBDIVIDED
TREE PROTECTION NOTES:
1. ALL TREES RETAINED ON A SITE SHALL BE PROTECTIVELY
BARRICADED BEFORE AND DURING CONSTRUCTION ACTIVITIES.
2. UNDERGROUND UTILITY LINES SHALL BE ROUTED AROUND
EXISTING TREES TO THE OUTSIDE OF THE DRIPLINE WHERE ABLE.
3. INSTALLATION OF FENCES AND WALLS SHALL TAKE INTO
CONSIDERATION THE ROOT SYSTEMS OF EXISTING TREES.
4. FENCE/BARRICADE SHALL BE INSTALLED AT PERIMETER OF
ALL TREES OR GROUP OF TREES TO BE PRESERVED. FENCE
SHALL BE MAINTAINED DURING CONSTRUCTION.
MASONS STRING W/ FLAGGED
RIBBON CONTINUOUS AROUND
BARRIER (2 ROWS)
6'-0" LONG 2x2'S AT 4'-0" O.C.
PLACED AT TREE DRIP LINE OR AT
71) EDGE OF EXISTING/PROPOSED
I PAVEMENT (AS REQUIRED)
o 1 1 EXISTING GRADE
IIIII.IIIc1= (IIII-ILIII-
M,
IIII=IIIII=IIII=IIII1=� IIII=ILIII- ILIII=IIII1=
'- =11111= IIIII�= 11111=1111 � 11111=1111=11111=IIIil�lllll=lllli�=11111=11.11 =11111-11111
ELEVATION
N.T.S.
- � #"f.� 7M=a<w- '' � -,` �.ti• S ��- � Fes/ ---�- - '- .., , +
Rq. e'yk. 1 .G:'f.:L. ......, T
N89'5, Q;*%#, „�' 824.69-P; .
i� E12" OFi: 4
,• .
:.: ?..:, t) 4 CHAIN
li! 1� Tn1`i WI �?.r.;2t Y(
i�" p:tLTI 22 € FALL
_fALL.
LANDSCAPE PLAN
N
7
u
5'-0" LONG 2x2'S AT 4'-0
'LACED AT TREE DRIP LINE
EDGE OF EXISTING /PROPOSE
PAVEMENT (AS REQUIRED)
EXISTING TREE TRUNK
DIAMETER VARIES
TREE PROTECTION BARRIER DETAIL
N.T.S.
MASONS STRING W/ FLAGGED
RIBBON CONTINUOUS AROUND
BARRIER (2 ROWS)
. n
PLAN VIEW
N.T.S.
' PLANTING PIT DEPTH SHALL EQUAL DEPTH OF ROOT
BALL PLUS 6" FOR SETTING LAYER OF COMPACTED
BACKFILL. PLANTING PIT WIDTH SHALL BE TWICE THE
_I I DIAMETER OF ROOT BALL
BACKFILL AROUND ROOTBALL AS SPECIFIED
PLANT TOP OF ROOTBALL EVEN WITH OR SLIGHTLY
HIGHER THAN FINISHED GRADE
PLACE ROOTBALL AT BOTTOM OF PLANTING PIT
ON 6" LAYER OF COMPACTED BACKFILL
TREE PLANTING DETAIL
N.T.S.
T
HED(
I - 8' MIN. I
TYPICAL LANDSCAPE BERM
BERM WILL BE ENTIRE PROPERTY PERIMETER N.T.S.
EXISTING TREES
k'X
..f
EXISTING
OAK TO BE REMOVED (15 TREES)
na-`
S134-09
TA. OFF. 1.,.6 L. '
EXISTING
OAK TO REMAIN (16 TREES)
TYP`r "f•- I.ttoC lm'i3
„
SCALE : 1 = 50
PINE TO BE REMOVED (33 TREES)
TCP wl. 22.,39
EXISTING
PINE TO REMAIN (27 TREES)
LF (1,324 LF)
PLACE RUBBER HOSE ON WIRE AT ALL POINTS
-
1 CANOPY/35
OF CONTACT WITH TREE
= 14 CANOPY
4. TREES REQUIRED ALONG WEST PROPERTY LINE =
PLACE 3 GALVANIZED GUY WIRES (DOUBLE STRANDS),
O
3" MULCH (CYPRESS MULCH SHALL NOT BE UTILIZED)
OF SUITABLE STRENGTH FOR TREE, SPACED EQUAL
1 CANOPY/35
LF (50 LF)
DISTANCE AROUND TREE ABOVE FIRST LATERAL
T
BRANCH AND G-9" FROM TOP OF STAKE.
FORM SAUCER WITH 3" CONTINUOUS EARTHEN
RIM AROUND PLANTING HOLE
REMOVE BURLAP FROM TOP 1/3 OF ROOTBALL
PLANTING PIT DEPTH SHALL EQUAL DEPTH OF ROOT
IF APPLICABLE
BALL. PLANTING PIT WIDTH SHALL BE TWICE THE
3" MULCH (CYPRESS MULCH SHALL NOT BE UTILIZED)
- y_„..I,
`�_�a'.��:_.... .W.-..•• `'
DIAMETER FOR ROOT BALLS 2' AND LANDER OR
2' LARGER IN DIAMETER FOR ROOT BALLS OVER 2'.
"
FORM SAUCER WITH 4 -6' CONTINUOUS EARTHEN
1111-� II_
=III
�-��•.�a�--:p:.'-`` - -
11111-►:
BACKFILL AROUND ROOT BALL BY MIXING 1/3
RIM AROUND PLANTING HOLE
�. �
o''' %` - '
PREPARED PLANTING SOIL AND 2/3 EXISTING SOIL
_ -f
2"x2"x10' WOOD. STAKE DRIVEN 3' BELOW GRADE=
III )=1��1 =IIII II
_
''=11111=11111=1111=1111 I'I
PLANT TOP OF ROOT BALL EVEN WITH FINISHED
-Ilill=11711=11111-
GRADE
TREE SIZE TREE CREDIT TOTAL TREES
PLACE ROOT BALL AT BOTTOM OF PLANTING PIT
ON UNDISTURBED SUBGRADE
2-4" 1 CREDIT 18 TREES
SHRUB/GROUNDCOVER
PLANTING DETAIL
N.T.S.
4-10" 2 CREDITS 18 TREES
' PLANTING PIT DEPTH SHALL EQUAL DEPTH OF ROOT
BALL PLUS 6" FOR SETTING LAYER OF COMPACTED
BACKFILL. PLANTING PIT WIDTH SHALL BE TWICE THE
_I I DIAMETER OF ROOT BALL
BACKFILL AROUND ROOTBALL AS SPECIFIED
PLANT TOP OF ROOTBALL EVEN WITH OR SLIGHTLY
HIGHER THAN FINISHED GRADE
PLACE ROOTBALL AT BOTTOM OF PLANTING PIT
ON 6" LAYER OF COMPACTED BACKFILL
TREE PLANTING DETAIL
N.T.S.
T
HED(
I - 8' MIN. I
TYPICAL LANDSCAPE BERM
BERM WILL BE ENTIRE PROPERTY PERIMETER N.T.S.
CANOPY TREES
EXISTING TREES
Ery
EXISTING
OAK TO BE REMOVED (15 TREES)
•�$�
EXISTING
OAK TO REMAIN (16 TREES)
E
EXISTING
PINE TO BE REMOVED (33 TREES)
•z�s3r�
EXISTING
PINE TO REMAIN (27 TREES)
LF (1,324 LF)
EXISTING
PALM TREE TO BE RELOCATED (42 TREES)
CANOPY TREES
0
LIVE OAK TREE (53 TREES)
12' HIGH AT PLANTING
TOTAL TREES REQUIRED
LAUREL OAK (26 TREES)
12' HIGH AT PLANTING
1. TREES REQUIRED ALONG NORTH PROPERTY UNE =
ii j
CABBAGE PALM (42 TREES 14 CREDITS)
12' HIGH AT PLANTING
= 38 CANOPY
2. TREES REQUIRED ALONG SOUTH PROPERTY LINE =
HEDGING
LF (1,324 LF)
t i f } I-
Goss@
VIBURNUM HEDGE (3.670 LF)
1 CANOPY/35
2 MIN. HEIGHT AT PLANTING do 30" ON CENTER
LANDSCAPE NOTES
1. ALL LANDSCAPING SHALL BE INSTALLED IN ACCORDANCE WITH THE
APPLICABLE PROVISIONS OF THE CITY OF SEBASTIAN'S LDR'S.
2. ALL PLANTING BEDS SHALL BE FULLY MULCHED TO A DEPTH OF
3" WITH A BARK OR SHREDDED ORGANIC MATERIAL MULCH.
3. ALL LANDSCAPED AREAS SHALL BE 100% IRRIGATED WITH AN
AUTOMATIC SPRINKLER SYSTEM.
4. AREAS NOT INDICATED AS PLANTING BEDS CONTAINING TREES
AND/OR SHRUBS SHALL BE FULLY SODDED USING FLORATAM SOD.
5. ALL PLANT MATERIALS SHALL BE FLORIDA NUMBER 1 OR BETTER
IN QUALITY, AND FREE FROM ALL INSECTS, DISEASE, AND PESTS.
-,,_ Ex is -3
STA 13.1.09 OFF: 12.3 R
1`a`PE 'C" MOUTIED
? TOP EL. 2.2,18
N. IN`V-<: 8'.R2.
W, INVT18,48
S. W'V=1£.48
18' RCP
SPEED
LIMIT
3 0
"/.....15.2 LF 18' R"F,
EX DS --1
STA 11+35 OFF: 15.9 R
,,f 31.5 LF 18" RC?
EX1 1ING
STA 11.06 OFF: 34.6 R
TOP EL. 20.85
N.W INV -16.04
S.. €PdLr=15;:5
LANDSCAPE DATA
TREE/5 SPACES)(124 SPACES)
= 25 CANOPY
TOTAL TREES REQUIRED
1. TREES REQUIRED ALONG NORTH PROPERTY UNE =
1 CANOPY/35
LF (1,324 LF)
= 38 CANOPY
2. TREES REQUIRED ALONG SOUTH PROPERTY LINE =
1 CANOPY/35
LF (1,324 LF)
= 38 CANOPY
3. TREES REQUIRED ALONG EAST PROPERTY LINE =
1 CANOPY/35
LF (492 LF)
= 14 CANOPY
4. TREES REQUIRED ALONG WEST PROPERTY LINE =
1 CANOPY/35
LF (550 LF)
= 16 CANOPY
5. TREES REQUIRED ALONG LOUISIANA AVE =
1 CANOPY/35
LF (50 LF)
= 2 CANOPY
O
0
o
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M
cn w M w w
0
W
■ � M r'
UzQ m
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LL
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0
0
0
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J
6. INTERIOR TREES REQUIRED = (1
TREE/5 SPACES)(124 SPACES)
= 25 CANOPY
QD
7. NON -VEHICULAR OPEN SPACE TREES REQUIRED - 1
TREE/2,000 SF (206,366 SF)
= 103 CANOPY
W
O
0
J
Li
W
8. TOTALS
T
TOTAL TREES REQUIRED = 238 CANOPY
TOTAL TREES EXISTING = 128 CREDITS (66 TREES)
TOTAL TREES PROPOSED = 119 CANOPY
TOTAL TREES PROVIDED = 247 CANOPY
`
TREE CREDITS (OAKS/PINES)
®
TREE SIZE TREE CREDIT TOTAL TREES
TOTAL CREDIT
Z
Q
2-4" 1 CREDIT 18 TREES
18 CREDITS
4-10" 2 CREDITS 18 TREES
36 CREDITS
m
w
10-20" 3 CREDITS 13 TREES
39 CREDITS
Cn
J
``
>20 5 CREDITS 1 TREES
5 CREDITS
O
SUB -TOTAL = 98 CREDITS
U
16 EXISTING PALMS 0 1:1
= 16 CREDITS
42 RELOCATED PALMS 03:1
= 14 CREDITS
128 CREDITS
SHEET
C 6
OBERT E>/LEON, FU P.E. #64745
OF 18
_
AARON
J. BOWLES, FL P.E. #55313
06-327
JAN 1 12907
PROPERTY LINE
15' 19' A 4' A LOUISIANA AVE
EXISTING EOP
25.5f24.651 MATCH GRADEXI
STING
24.2±
±224�D
12 RCP
SECTION A- A
N.T.S.
v
0
m
m
I�
m
PROPOSED
ol 10' 25 30' BUILDING
GEULA STREET DRIVEWAY /
F.F.E. = 27.0
5.3 25.3 -
24.2 5.12 J
PROPOSED
BUILDING
F.F.E. = 27.0
L<
PROPOSED
BUILDING
F.F.E. = 27.0
L
SECTION B -B
N.T.S.
PROPERTY LINE
12'
MATCH EXIST.
GRADE 23.8±
SECTION C -C
N.T.S.
LOT LINE
40'1 I 8' 8'
25.0
1�
4 MAX.
23.0
SECTION D -D
N.T.S.
X
O
v
m
20 ± 81 8 1Im,
L _ J
GENERAL NOTES
0
-o
O
m
IN WIDTH W/6"
LETTERS
1. CONTRACTOR IS RESPONSIBE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE Q
FOR SPEEDS UNDER 40 MPH
W
STARTING CONSTRUCTION.
STREET NAME SIGN SHALL BE 12'
FOR SPEEDS OVER 40 MPH
IN WIDTH W/8
rrn
2. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE
8,
8'
L _ J
5.52
LANDSCAPE BERM
I
i
LANDSCAPE BERM
SECTION F -F
N.T.S.
MATCH EXISTING
GRADE 24.2±
LANDSCAPE BERM
MATCH EXISTING
GRADE 24.4±
SECTION E -E
LOT LINE
-o
0
u
m
�- SWALE
zl I
m. 8' 8' \1 2'±� ' 8' � 8' l
MATCH EXISTING
GRADE 24.4±
LANDSCAPE BL1.
SECTION G -G
N.T.S.
7B
LANDSCAPE BERM01'��
SECTION H -H
MATCH EXISTING
GRADE 23.8±
FLAT PLATE, ALCOA #86054.6063-16 ALLOY, ETCHED, 6. ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE APPLICABLE a
DEGREASED WITH #1200 ADOLINE FINISH WITH ORDINANCES OF CITY OF SEBASTIAN, FLORIDA.
#2277 GREEN SCOTCHLITE BACKGROUND OR EQUAL.
DIMENSIONS: 7. BOUNDARY, TOPOGRAPHIC AND SURVEY INFORMATION PREPARED BY WlLLlAM B. ZENTZ
8"H, 24". 30" OR 36"L, .08" THICK ALUMINUM. AND ASSOCIATES, DATED MAY 4, 2005. 0
_ o
LETTERS:,O
NAME -6" SERIES "B" #2270, SUFFIX LETTER -3`. 8. REFER TO SOILS REPORT PREPARED BY KSM ENGINEERING AND TESTING, INC., N N p
6" SCOTCHLITE (SILVER) OR EQUAL. DATED NOVEMBER 17, 2006.
THE STREET NAME MUST BE ON BOTH SIDES OF THE SIGN PLATE. (0 w U) w w :II
9. CONTRACTOR SHALL SUPPLY DENSITY TESTS TO ENGINEER ON ALL SUB -GRADE AND O o_ tY o' 0
STREET NAME SIGN
BASE. TESTS SHALL BE PREPARED PER AASHTO T-180 METHOD.
N.T.S. (SNS) OR (D-3) 10. SLOPE GRADES FROM ELEVATIONS SHOWN TO EXISTING GRADE AT PROPERTY LINE.
W �WW
11. ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE FOR ANY INSPECTION. Lq
R1-1 a
30"x30" ENG. GRADE REFLECTIVE 12. CONCRETE PAVEMENT SHALL BE PROVIDED WITH A PIGMENTED LIQUID MEMBRANE Q U
SHEETING MOUNTED ON POST W/BOLTS CURING COMPOUND CONFORMING TO THE REQUIREMENTS or ASTM DESIGNATION (309). D th
13. CONCRETE PAVEMENT SHALL BE PROVIDED WITH CONTRACTION JOINTS
(20' MAXIMUM SPACING) WITH 1-1/2" DEPTH.
14. ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH M U T C D STANDARDS. z m
® 15. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMINT OF co
Ito r'OD
TRANSPORTATION `STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", v
I DATED 1991. Z
16. ALL PARKING SPACE MARKINGS, WITH THE EXCEPTION OF HANDICAPPED PARKING SPACES,
W C
-R,.}r.t.,•:/ SHALL BE WHITE REFLECTIVE TRAFFIC PAINT AND IN ACCORDANCE W11H THE F.D.O. T. ^ W Z
STOP SIGN STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1994, SECTION 710. Z Q 0
06_
17. ALL HANDICAPPED PARKING SPACES SHALL BE SIGNED AND MARKED IN ACCORDANCE o.
N.T.S. WITH F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS, INDEX No. 17346. (,�
18. ALL DISTURBED R.O.W. AREAS SHALL BE SODDED IMTHIN 72 HOURS OF FINAL GRADING. W O
19. GRADING SCHEDULE SHALL NOT EXCEED THAT ALLOWED BY THE SWPPP. nI
2 STREET NAME BLADES MOUNTED LLL rn Cl
co
ON SIGN BRACKET W/ BOLTS 2 STREET NAME BLADES MOUNTED W Z 06 M
12" IN HEIGHT WITH 8" LETTERS ON SIGN BRACKET W/ BOLTS
\ 12" IN HEIGHT WITH 8" LETTERS ENVIRONMENTAL NOTES W co°N° cl
c' I
BL 1. STREET NAME _! 1. THE ROOT ZONEIDRIP LINE OF PROTECTED TREES BEING PRESERVED ON SITE MUST BE ` (� � O
PROTECTED BY A TEMPORARY CONSTRUCTED BARRIERS. TREE PROTECTION BARRIERS MUST BE D '- LL
Z R1-1 30" X 30" ENGINEERING GRADE REFLECTIVE INSTALLED PRIOR TO COMMENCING LAND CLEARING AND SHALL REMAIN IN PLACE UNTIL A /n Q m
SHEETING FOR RESIDENTIAL ROADS OR 36" X 36" CERTIFICATE OF OCCUPANCY HAS BEEN ISSUED. TREE WELLS ARE REQUIRED IF PLACEMENT OF v Q U 0
STOP ENGINEERING GRADE REFLECTIVE SHEETING FOR FILL THREATENS THE VIABILITY OF A PROTECTED TREE BEING PRESERVED ON SITE. Z Z A I m
RESIDENTIAL ROADS W/ LOCAL COLLECTOR ROADS OR
36" X 36" HIGH INTENSITY GRADE REFLECTIVE O Ul
4',-fi" TO 6'-6" SHEETING FOR 4 WAY STOP LOCAL COLLECTOR ROADS 2. A CITY OF SEBASTIAN LAND CLEARING PERMIT CANNOT BE RELEASED UNTIL THE ENVIRONMENTAL f' rLu
MOUNT ON POST WITH BOLTS RESOURCE PERMIT (ERP) FROM ST. JOHNS RIVER WATER MANAGEMENT DISTRICT HAS BEEN W v > w >
APPROVED. (n z
BOLT ON 1/8" THICK HOT DIPPED 3, ALL NATIVE UPLAND VEGETATION CONTRIBUTING TO THE STABILIZA71ON OF BANKS OR EXISTING W.I C9 W
GALVANIZED TRAPEZOID ANCHOR CANALS, DITCHES OR NATURAL WATER COURSES MUST BE RETAINED. w
AND BEND TO 45'
4, ALL NUISANCE EXOTIC VEGETATION EXISTING ON SITE MUST BE REMOVED IN CONJUNCTION WITH w
SITE DEVELOPMENT. O Z
m �
TOP VIEW
o � �
o I
Z LO
0% O N
O
14'-0" X 3 1/2- X 3 LB/F T 1-O"
HOT D PPED GALVANIZED
U-CHAINNEL POST
-NATURAL GROUND
0
�1. I
PROPOSED
40'1 BUILDING FOR SIGN POST ANCHORING SEE I m
DETAIL. OTHER ANCHORING c
DETAILS TO BE APPROVED BY I -
F.F.E.27.4 THE CITY OF SEBASTIAN FRONT VIEW
STREET SIGN INSTALLATION DETAIL
NTS
O
v
rri
10' 'C
1.5') Z
7' rf\Im
PROPOSED
BUILDINGF 24.7
MATCH EXISTING
F.F.E. = 27.0 i GRADE 24.2±
L":.......0 .............
25.31
24.2
LANDSCAPE BERM
SECTION 1-1
N.�s.
Z�A 1 -
50'
13' 12' �� 12'�
2.0% 2.0%
ASPHALTIC CONCRETE 1/
SURFACE COURSE
TYPE "S" 8" MIN. STABILIZED
6" COQUINA BASE f SUBGRADE
TYPICAL ROAD SECTION
N.T.S. 15 M.P.H. DESIGN SPEED
13'
W C/)
H
OQ
F-
W
W �
Z
W Q
CD
GENERAL NOTES
LOT LINE NOTE:
W0_
w�
O
STREET NAME SIGN SHALL BE 8"
IN WIDTH W/6"
LETTERS
1. CONTRACTOR IS RESPONSIBE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE Q
FOR SPEEDS UNDER 40 MPH
W
STARTING CONSTRUCTION.
STREET NAME SIGN SHALL BE 12'
FOR SPEEDS OVER 40 MPH
IN WIDTH W/8
LETTERS
2. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE
ENGINEER BEFORE COMMENCING WORK.
FRONT
VIEW
LL
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. HAVING A MINIMUM THICKNESS OF 1".
I
3. CONTRACTOR SHALL OBTAIN ALL REQUIRED BUILDING PERMITS BEFORE COMMENCING WORK.
I..-- 24", 30" OR
36" LONG
--►I
PROPOSED
4. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF ALL EXIS77NG UTILITIES.
27'± 8' 8' ,� 40'± BUILDING
AY
N
��
_
�
THE CONTRACTOR SHALL CONTACT ALL CONCERNED UTILITIES AT LEAST 24 HOURS
IN ADVANCE OF CONSTRUCTION OPERATIONS.
F.F.E. = 27.0
1 - ��
O
5. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITHOUT PRIOR
BRIDGE CONSTRUCTION. HAVING A MINIMUM � `�
l r
APPROVAL OF THE ENGINEER.
J GENERAL SPECIFICATIONS:
w
Q
1E
5.52
LANDSCAPE BERM
I
i
LANDSCAPE BERM
SECTION F -F
N.T.S.
MATCH EXISTING
GRADE 24.2±
LANDSCAPE BERM
MATCH EXISTING
GRADE 24.4±
SECTION E -E
LOT LINE
-o
0
u
m
�- SWALE
zl I
m. 8' 8' \1 2'±� ' 8' � 8' l
MATCH EXISTING
GRADE 24.4±
LANDSCAPE BL1.
SECTION G -G
N.T.S.
7B
LANDSCAPE BERM01'��
SECTION H -H
MATCH EXISTING
GRADE 23.8±
FLAT PLATE, ALCOA #86054.6063-16 ALLOY, ETCHED, 6. ALL CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE WITH THE APPLICABLE a
DEGREASED WITH #1200 ADOLINE FINISH WITH ORDINANCES OF CITY OF SEBASTIAN, FLORIDA.
#2277 GREEN SCOTCHLITE BACKGROUND OR EQUAL.
DIMENSIONS: 7. BOUNDARY, TOPOGRAPHIC AND SURVEY INFORMATION PREPARED BY WlLLlAM B. ZENTZ
8"H, 24". 30" OR 36"L, .08" THICK ALUMINUM. AND ASSOCIATES, DATED MAY 4, 2005. 0
_ o
LETTERS:,O
NAME -6" SERIES "B" #2270, SUFFIX LETTER -3`. 8. REFER TO SOILS REPORT PREPARED BY KSM ENGINEERING AND TESTING, INC., N N p
6" SCOTCHLITE (SILVER) OR EQUAL. DATED NOVEMBER 17, 2006.
THE STREET NAME MUST BE ON BOTH SIDES OF THE SIGN PLATE. (0 w U) w w :II
9. CONTRACTOR SHALL SUPPLY DENSITY TESTS TO ENGINEER ON ALL SUB -GRADE AND O o_ tY o' 0
STREET NAME SIGN
BASE. TESTS SHALL BE PREPARED PER AASHTO T-180 METHOD.
N.T.S. (SNS) OR (D-3) 10. SLOPE GRADES FROM ELEVATIONS SHOWN TO EXISTING GRADE AT PROPERTY LINE.
W �WW
11. ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE FOR ANY INSPECTION. Lq
R1-1 a
30"x30" ENG. GRADE REFLECTIVE 12. CONCRETE PAVEMENT SHALL BE PROVIDED WITH A PIGMENTED LIQUID MEMBRANE Q U
SHEETING MOUNTED ON POST W/BOLTS CURING COMPOUND CONFORMING TO THE REQUIREMENTS or ASTM DESIGNATION (309). D th
13. CONCRETE PAVEMENT SHALL BE PROVIDED WITH CONTRACTION JOINTS
(20' MAXIMUM SPACING) WITH 1-1/2" DEPTH.
14. ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH M U T C D STANDARDS. z m
® 15. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMINT OF co
Ito r'OD
TRANSPORTATION `STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION", v
I DATED 1991. Z
16. ALL PARKING SPACE MARKINGS, WITH THE EXCEPTION OF HANDICAPPED PARKING SPACES,
W C
-R,.}r.t.,•:/ SHALL BE WHITE REFLECTIVE TRAFFIC PAINT AND IN ACCORDANCE W11H THE F.D.O. T. ^ W Z
STOP SIGN STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, 1994, SECTION 710. Z Q 0
06_
17. ALL HANDICAPPED PARKING SPACES SHALL BE SIGNED AND MARKED IN ACCORDANCE o.
N.T.S. WITH F.D.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS, INDEX No. 17346. (,�
18. ALL DISTURBED R.O.W. AREAS SHALL BE SODDED IMTHIN 72 HOURS OF FINAL GRADING. W O
19. GRADING SCHEDULE SHALL NOT EXCEED THAT ALLOWED BY THE SWPPP. nI
2 STREET NAME BLADES MOUNTED LLL rn Cl
co
ON SIGN BRACKET W/ BOLTS 2 STREET NAME BLADES MOUNTED W Z 06 M
12" IN HEIGHT WITH 8" LETTERS ON SIGN BRACKET W/ BOLTS
\ 12" IN HEIGHT WITH 8" LETTERS ENVIRONMENTAL NOTES W co°N° cl
c' I
BL 1. STREET NAME _! 1. THE ROOT ZONEIDRIP LINE OF PROTECTED TREES BEING PRESERVED ON SITE MUST BE ` (� � O
PROTECTED BY A TEMPORARY CONSTRUCTED BARRIERS. TREE PROTECTION BARRIERS MUST BE D '- LL
Z R1-1 30" X 30" ENGINEERING GRADE REFLECTIVE INSTALLED PRIOR TO COMMENCING LAND CLEARING AND SHALL REMAIN IN PLACE UNTIL A /n Q m
SHEETING FOR RESIDENTIAL ROADS OR 36" X 36" CERTIFICATE OF OCCUPANCY HAS BEEN ISSUED. TREE WELLS ARE REQUIRED IF PLACEMENT OF v Q U 0
STOP ENGINEERING GRADE REFLECTIVE SHEETING FOR FILL THREATENS THE VIABILITY OF A PROTECTED TREE BEING PRESERVED ON SITE. Z Z A I m
RESIDENTIAL ROADS W/ LOCAL COLLECTOR ROADS OR
36" X 36" HIGH INTENSITY GRADE REFLECTIVE O Ul
4',-fi" TO 6'-6" SHEETING FOR 4 WAY STOP LOCAL COLLECTOR ROADS 2. A CITY OF SEBASTIAN LAND CLEARING PERMIT CANNOT BE RELEASED UNTIL THE ENVIRONMENTAL f' rLu
MOUNT ON POST WITH BOLTS RESOURCE PERMIT (ERP) FROM ST. JOHNS RIVER WATER MANAGEMENT DISTRICT HAS BEEN W v > w >
APPROVED. (n z
BOLT ON 1/8" THICK HOT DIPPED 3, ALL NATIVE UPLAND VEGETATION CONTRIBUTING TO THE STABILIZA71ON OF BANKS OR EXISTING W.I C9 W
GALVANIZED TRAPEZOID ANCHOR CANALS, DITCHES OR NATURAL WATER COURSES MUST BE RETAINED. w
AND BEND TO 45'
4, ALL NUISANCE EXOTIC VEGETATION EXISTING ON SITE MUST BE REMOVED IN CONJUNCTION WITH w
SITE DEVELOPMENT. O Z
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TOP VIEW
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14'-0" X 3 1/2- X 3 LB/F T 1-O"
HOT D PPED GALVANIZED
U-CHAINNEL POST
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0
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PROPOSED
40'1 BUILDING FOR SIGN POST ANCHORING SEE I m
DETAIL. OTHER ANCHORING c
DETAILS TO BE APPROVED BY I -
F.F.E.27.4 THE CITY OF SEBASTIAN FRONT VIEW
STREET SIGN INSTALLATION DETAIL
NTS
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10' 'C
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7' rf\Im
PROPOSED
BUILDINGF 24.7
MATCH EXISTING
F.F.E. = 27.0 i GRADE 24.2±
L":.......0 .............
25.31
24.2
LANDSCAPE BERM
SECTION 1-1
N.�s.
Z�A 1 -
50'
13' 12' �� 12'�
2.0% 2.0%
ASPHALTIC CONCRETE 1/
SURFACE COURSE
TYPE "S" 8" MIN. STABILIZED
6" COQUINA BASE f SUBGRADE
TYPICAL ROAD SECTION
N.T.S. 15 M.P.H. DESIGN SPEED
13'
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NOTES:
1. SURFACE COURSE TO BE TYPE 'S" ASPHALTIC CONCRETE MEETING CURRENT FDOT STANDARD
LL
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. HAVING A MINIMUM THICKNESS OF 1".
r
TO
2 BASE COURSE BEARD
AND BRIDGE CONSTR CTION.LIMEROCK MEETINGURRHAVING�AOMINIMUMDTHCKNESS OF
C t O r 7
SPECIFICATIONS FOR R ADPACTED
6"•
W
3. STABILIZED SUBGRADE TO MEET CURRENT FOOT STANDARD SPECIFICATIONS FOR ROAD AND
THICKNESS OF 8".
1 - ��
O
BRIDGE CONSTRUCTION. HAVING A MINIMUM � `�
l r
Z
4, LIMEROCK BASE AND STABILIZED SUBGRADE SHALL BE COMPATCED TO 98% OF MAXIMUM
w
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DENSITY AS DETERMINED BY AASHTO T-180. THE CITYS INSPECTOR SHALL DETERMINE
V
LOCATIONS FOR ANY DENSITIES OBTAINED.
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5. ALTERNATE RIGID PAVEMENT DESIGN. ROADWAY TO CONSIST OF 6" THICK PORTLAND CEMENT
LLJ
PAVEMENT (3,000 P.S.I.). CONSTRUCTED ON A COMPACTED UNYIELDING SURFACE STABILIZED
SUBGRADE TO MEET CURRENT FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
J
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CONSTRUCTION. HAVING A MINIMUM THICKNESS OF 8".
U
SHEET
C7
ROBERT
ELEOR1!FLJ P.E. #64745 OF
18
OAARON
J. BOWLES, FL. P.E. #55313
06-327
JAN, 11207
5" UNREINFORCED CONCRETE
(F'C=3000 P.S.I.)
STABILIZED SUBGRADE MIN. DEPTH
OF 8", MIXED TO A HOMOGENOUS
MATERIAL AND COMPACTED TO 98
% MAX. DRY DENSITY PER
AASHTO T-180 METHOD, MIN. FBV
50 PSI.
CONCtit t C PAVEMENT SECTION
NTS (ALTERNATE)
SAW -CUT EXISTING ASPHALT --\MATCH EXISTING GRADE
AT SAW -CUT
EXISTING ASPHALT `PROPOSED CONCRETE
/ PAVEMENT
-t
STABILIZED
SUBGRADE
PAVEMENT SAW -CUT AND BUTT JOINT
NTS (ALTERNATE)
SET RIM FLUSH WITH PAVED
AREAS, 0.1' ABOVE IN UNPAVED—
AREAS
NPAVED—
AREAS AND 0.75' BELOW GRADE
IN GRADED AREAS BRICK OR PRECAST
MANHOLE FRAME & COVER ADJUSTING RINGS
GROUT
6" MINIMUM
12" MAXIMUM
6" PRECAST SLAB ° o d a
w o G 8" SEE NOTES BELOW I a
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11 9 a
L6" MINIMUM
8"
NOTES
1. MINIMUM WALL THICKNESS SHALL BE FIVE
(5)INCHES OR 1/12 THE INSIDE DIAMETER.
2. FILL ANNULAR VOID BETWEEN PIPE AND MANHOLE
WITH GROUT AND FLUSH WITH MANHOLE WALLS.
3. MANHOLE TO BE INSTALLED WITH 24" RING AND COVER
UNLESS OTHERWISE SPECIFIED.
STANDARD PRE -CAST MANHOLE DETAIL
NTS
48 HOURS BEFORE DIGGIING
CALL TOLL FREE
1-800-432-41-70
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
SAW -CUT AND TACK 1'-O" it
COAT EXISTING EDGE
EXISTING ASPHALT
till
1-1/2" TYPE S-1
ASPHALTIC CONCRETE CONSTRUCT
ASPHALT PAVEMENT COMPACTED
DENSITY PE
METHOD,
J/ \
EXISTING BASE � —PROPOSED BASE
EXISTING SUB -GRADE PROPOSED SUB -GRADE
PAVEMENT SAW -CUT AND BUTT JOINT
NTS
SLOPE / PLAN
X. X X X
X
�-6X6 W1.4/W1.4 WWF
CONCRETE SIDEWALK DETAIL
NTS
8"
6" 2"R
6" COQUINA BASE 6"
TO 98% MAX. DRY
R AASHTO T-180 Q Q a
LB 100In
STABILIZED SUBGRADE MIN. DEPTH
OF 8", MIXED TO A HOMOGENOUS
MATERIAL AND COMPACTED TO 98
% MAX. DRY DENSITY PER
AASHTO T-180 METHOD, MIN. FBV
50 PSI.
FLEXIBLE PAVEMENT SECTION
NTS
///--- GRATE SEE DRAINAGE
PLANS FOR ELEV.
' FINISHED GRADE 3'-4"
-
(SODDED SWALE)-7 2'-0"
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PLAN 12" GRAVEL SUMP
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PRE -CAST TYPE "C" CATCH BASIN
NTS
I S-4"
2'-0" I
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12" ADS N-12
(,
I � 6"
TOP=24.75
4'-4"
0.2� I 6" WIDE WEIR
INV= 24.5'
X12" ADS N-12
INV=20.00
12" GRAVEL SUMP
COMPACTED SUBGRADE
12"0 ADS N-12 CONTROL STRUCTURE
OUTFALL PIPE MODIFIED TYPE 'C' INLET
GRATE EL.= 24.75
12"0 ADS N-12
- . INV. EL. = 20.00'
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12" GRAVEL SUMP
COMPACTED SUBGRADE
PLAN SECTION
I
OVERFLOW STRUCTURE CS#1
MODIFIED TYPE "C" INLET
T PAVEMENT
Ali li li . Q �
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f
TYPE "D" CONCRC i C CURB
N.T.S.
HANDICAPPED PARKING
SIGN PER FTP -25
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BLUE
12 2" 2r.
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f—WHITE
NOTES:
1. TOP PORTION OF FTP 25 SHALL HAVE A REFLECTIVE
BLUE BACKGROUND WITH REFLECTIVE SYMBOL AND
BORDER.
2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE
BACKGROUND WITH BLACK OPAQUE LEGEND AND
BORDER.
3. ALL LETTERS ARE 1" SERIES "C" (FDOT)
4. SIGN FABRICATION FROM 0.063 STEEL, POST TO BE
"U" TYPE FLANGED STEEL AND SET IN CONCRETE
12"x12"x24" DEEP. BOTTOM OF SIGN TO BE SET AT
7' HIGH.
5. HEIGHT SHALL BE 7 FEET MEASURED FROM THE GROUND
OR SIDEWALK TO THE BOTTOM OF "PERMIT ONLY" SIGN OR
6 FEET TO THE BOTTOM OF $100 FINE" SIGN.
HANDICAPPED PARKING DETAIL
NTS
4 - - -4 - - - - - -
#4 DOWELS FOR
ANCHORING
(2 REQUIRED)
1'-0" I 4'-0" V-0.,
6'-0"
FRONT ELEVATION
PRE -CAST CONCRC I C WHEEL
N.T.S..�''
#4 DOWEL
SECTION
STOP DETAIL
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ROBE L N, FL. P.E. #64745 of 18
AARON
J. BOWLES, FL. P.E. ,#55313 06-327
JAN 1 12037
ti
LOCATE SIGN AT CL
$100 FINE
AND HEAD OF EACH
HANDICAP STALL. SIGN
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ON EACH SIDE OF
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PIPE WHERE APPLICABLE
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FOUNDATION 6" BELOW
FROST UNE FEET
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NOTES:
1. TOP PORTION OF FTP 25 SHALL HAVE A REFLECTIVE
BLUE BACKGROUND WITH REFLECTIVE SYMBOL AND
BORDER.
2. BOTTOM PORTION SHALL HAVE A REFLECTIVE WHITE
BACKGROUND WITH BLACK OPAQUE LEGEND AND
BORDER.
3. ALL LETTERS ARE 1" SERIES "C" (FDOT)
4. SIGN FABRICATION FROM 0.063 STEEL, POST TO BE
"U" TYPE FLANGED STEEL AND SET IN CONCRETE
12"x12"x24" DEEP. BOTTOM OF SIGN TO BE SET AT
7' HIGH.
5. HEIGHT SHALL BE 7 FEET MEASURED FROM THE GROUND
OR SIDEWALK TO THE BOTTOM OF "PERMIT ONLY" SIGN OR
6 FEET TO THE BOTTOM OF $100 FINE" SIGN.
HANDICAPPED PARKING DETAIL
NTS
4 - - -4 - - - - - -
#4 DOWELS FOR
ANCHORING
(2 REQUIRED)
1'-0" I 4'-0" V-0.,
6'-0"
FRONT ELEVATION
PRE -CAST CONCRC I C WHEEL
N.T.S..�''
#4 DOWEL
SECTION
STOP DETAIL
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ROBE L N, FL. P.E. #64745 of 18
AARON
J. BOWLES, FL. P.E. ,#55313 06-327
JAN 1 12037
2107-11 WATITI-Ava 011011 *�
GENERAL
IT IS INTENDED THAT THE FLORIDA DEPARTMENT OF TRANSPORTATION "STANDARD
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" DATED 1992 BE USED WHERE
APPLICABLE FOR VARIOUS WORK, AND THAT WHERE SUCH WORDING THEREIN REFERS TO THE
STATE OF FLORIDA AND ITS DEPARTMENT OF TRANSPORTATION AND PERSONNEL, SUCH
WORDING IS INTENDED TO BE REPLACED WITH THAT WORDING WHICH WOULD PROVIDE PROPER
TERMINOLOGY, THEREBY MAKING SUCH "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
CONSTRUCTION" AS THE "STANDARD SPECIFICATIONS" FOR THIS PROJECT.
IF WITHIN THAT PARTICULAR SECTION ANOTHER SECTION, ARTICLE OR PARAGRAPH
IS REFERRED T0, IT SHALL BE A PART OF THE STANDARD SPECIFICATIONS ALSO.
ALL WORK SHALL BE IN WORKMANLIKE MANNER AND SHALL CONFORM WITH ALL
APPLICABLE CITY, COUNTY, STATE AND FEDERAL REGULATIONS AND/OR CODES. THE
CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND LICENSES
REQUIRED TO BEGIN WORK.
THE CONTRACTOR SHALL GIVE THE ENGINEER 24 HOURS NOTICE PRIOR TO REQUESTING
INSPECTIONS AND SHALL SUPPLY ALL EQUIPMENT NECESSARY TO PROPERLY TEST AND
INSPECT THE COMPLETED WORK.
THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF TWO
YEARS FROM THE DATE OF PROJECT ACCEPTANCE, DURING WHICH ALL FAULTY CONSTRUCTION
AND/OR MATERIALS SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE.
GRADING
THE CONTRACTOR SHALL PERFORM ALL GRADING NECESSARY TO ACHIEVE THE PROPOSED
PLAN GRADES INCLUDING TYPICAL SECTIONS.
ALL WORK SHALL BE IN ACCORDANCE WITH SECTION 120 OF THE STANDARD
�
P A�FMtrgIIONS.
CONSTRUCTION STAKING WILL BE PERFORMED BY THE
Mg l fi' N G
STABILIZED SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA BEARING VALUE AS PER
PLAN FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, AND IN ACCORDANCE WITH SECTION
160 OF THE STANDARD SPECIFICATIONS.
(TYPE C STABILIZATION). ALL STABILIZED AREAS SHALL BE COMPACTED TO AT LEAST
98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180.
BASE COURSE
THE BASE SHALL BE CONSTRUCTED OF EITHER LIMEROCK MATERIAL IN ACCORDANCE WITH
SECTION 911 OR CEMENTED COQUINA SHELL MATERIAL IN ACCORDANCE WITH SECTION 915 OF
THE STANDARD SPECIFICATIONS.
LIMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 AND CEMENTED
COQUINA SHELL BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 250 OF THE
STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL PROVIDE ROCK PIT CERTIFICATION FOR
CEMENTED COQUINA SHELL MATERIAL. BASE SHALL BE COMPACTED BY AT LEAST 98% OF
THE MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180. BASE SHALL BE APPROVED
PRIOR TO PRIME COAT.
PRIME AND TACK COAT
PRIME AND TACK COAT FOR THE BASE SHALL BE IN ACCORDANCE WITH SECTION 300 OF
THE STANDARD SPECIFICATIONS.
ASPHALTIC CONCRETE SURFACE COURSE (A.C.S.C.1
TYPE S-1 ACSC SHALL BE CONSTRUCTED FOR THE DEPTH AND LIMITS SHOWN ON THE PLAN, IN
ACCORDANCE WITH SECTIONS 320, 330 AND 331 OF THE STANDARD SPECIFICATIONS.
TESTING
THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN APPROVED INDEPENDENT TESTING
LABORATORY TO CONDUCT ALL REQUIRED TESTS ON SUBGRADE, BASE AND SURFACE
COURSE MATERIALS. TEST RESULTS MUST BE SUBMITTED PRIOR TO ANY REQUEST FOR
PAYMENT ON THE ABOVE ITEMS.
THE SCHEDULE FOR TESTING OF THE ROAD CONSTRUCTION SHALL BE AS FOLLOWS:
A. SUBGRADE:
(1) FLORIDA BEARING VALUE TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE
THAN 200 FEET, OR CLOSER AS MIGHT BE NECESSARY IN THE EVENT OF
VARIATIONS IN SUBSOIL CONDITIONS.
(2) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 200 FEET
OR CLOSER AS MIGHT BE NECESSARY.
B. BASE:
(1) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT MORE THAN 500 FEET
OR CLOSER AS MIGHT BE NECESSARY.
ALL TESTING SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN FROM A POINT 1 1/2
INCHES INSIDE THE LEFT EDGE, TO THE CENTER, TO A POINT 12 INCHES INSIDE THE RIGHT
EDGE OF THE ITEM TESTED.
IF ANY TEST INDICATES THAT THE WORK DOES NOT MEET THE SPECIFICATIONS, THE
SUBSTANDARD AREA SHALL BE REWORKED OR CORRECTED AND RETESTED, AT THE
CONTRACTOR'S EXPENSE, UNTIL THE PROVISIONS OF THESE SPECIFICATIONS ARE MET.
ALL PASSING TESTS SHALL BE PAID FOR BY THE OWNER. ALL FAILING TESTS SHALL
BE PAID FOR BY THE CONTRACTOR.
CLEAN-UP
THE CONTRACTOR MUST PROVIDE CLEAN-UP OF EXCESS CONSTRUCTION MATERIAL
UPON COMPLETION OF THE PROJECT. THE SITE MUST BE LEFT IN A NEAT, CLEAN,
GRADED CONDITION.
DRAINAGE SPECIFICATIONS
STORM INLETS AND MANHOLES SHALL BE CONSTRUCTED IN GENERAL ACCORDANCE WITH SECTION
425 OF THE STANDARD SPECIFICATIONS OF THE FLORIDA DEPARTMENT OF TRANSPORTATION.
CONCRETE SHALL HAVE A MINIMUM 28 -DAY STRENGTH OF 3000
PSI.
ALL REINFORCING STEEL TO BE ASTM A 615-72 GRADE 40, FYP = 40,000 PSI, AND SHALL
BE HANDLED AND PLACED IN ACCORDANCE WITH ACI 318-71.
PRECAST CONCRETE MANHOLES AND STORM INLETS MAY BE USED UPON THE
ENGINEER'S APPROVAL OF THE MANUFACTURER'S SHOP DRAWINGS.
STORM SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 430 AND
RELATED SECTIONS OF THE STANDARD SPECIFICATIONS OF THE FLORIDA DEPARTMENT OF
TRANSPORTATION.
CONCRETE
UNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI. ALL WORK SHALL COMPLY WITH
THE CURRENT EDITION OF THE AMERICAN CONCRETE INSTITUTE (ACI) BUILDING CODE AND
THE APPLICABLE BUILDING CODES HAVING JURISDICTION IN THE AREA.
CULVERT PIPES
REINFORCED CONCRETE PIPE (R.C.P.) SHALL BE IN ACCORDANCE WITH SECTION 941 OF THE
STANDARD SPECIFICATIONS.
PRECAST LIMITS
ALL STORM INLETS SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE WITH THE
DETAILS SHOWN HEREIN THE PROJECT DETAILS. TYPE 11 PORTLAND CEMENT SHALL BE
USED IN THE CONCRETE MIX. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH
AT 28 DAYS OF 4000 PSI.
RECORD DRAWINGS
CONTRACTOR SHALL KEEP AND MAINTAIN RECORD DRAWINGS ON THE PROJECT SITE AT
ALL TIMES WHICH SHALL BE ANNOTATED BY THE CONTRACTOR DEPICTING ANY CHANGES
MADE IN THE FIELD WHICH DIFFER FROM THE CONTRACT DRAWINGS. RECORD DRAWINGS
SHALL INCLUDE, BUT NOT LIMITED TO. INVERT AND TOP ELEVATIONS OF CULVERTS AND
INLET STRUCTURES. CONTRACTOR SHALL SUBMIT COMPLETE AND FINAL RECORD DRAWINGS
TO ENGINEER UPON COMPLETION OF PROJECT AND PRIOR TO FINAL INSPECTION AND FINAL
PAYMENT.
INSPECTION
MINIMUM CONSTRUCTION INSPECTION CHECKPOINTS
THE ENGINEER SHALL BE NOTIFIED:
A. PRIOR TO ANY MAJOR DEVIATION FROM THE APPROVED PLANS.
B. PRIOR TO BACKFILLING ANY PIPE TRENCHES.
C. UPON COMPLETION OF SUBGRADE GRADING AND COMPACTION.
D. UPON BEGINNING OF SPREADING OF ROCK BASE MATERIAL
E UPON COMPLETION OF GRADING AND COMPACTION OF THE BASE MATERIAL AND PRIOR
TO PRIMING.
F. IMMEDIATELY PRIOR TO AND UPON APPLICATION OF A.C.S.C.
G. UPON COMPLETION OF CONSTRUCTION.
STANDARD ENGINEERING NOTES:
GENERAL
1. THE REQUIREMENTS OF INDIAN RIVER COUNTY UTILITIES AUTHORITY STANDARD SPECIFICATIONS
AND STANDARD DETAILS SHALL GOVERN ALL UTILITIES WORK. WHERE A CONFLICT EXISTS IN
THE REQUIREMENTS OF A REFERENCED MATERIAL OR INSTALLATION STANDARD AND
THE REQUIREMENTS OF A STATE OR LOCAL AGENCY HAVING JURISDICTION ARE MORE
STRINGENT.THESE REQUIREMENTS SHALL PREVAIL.
2. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE. AT ALL TIMES, ONE
COPY OF THE LOCAL GOVERNING AGENCIES UTILITIES STANDARD SPECIFICATIONS AND
STANDARD DETAILS, ONE COPY OF THE CONTRACT DOCUMENTS INCLUDING PLANS,
SPECIFICATIONS AND SPECIAL PROVISIONS, AND COPIES OF ANY REQUIRED
CONSTRUCTION PERMITS.
3. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE CONDITIONS BEFORE
STARTING CONSTRUCTION.
4. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE
ENGINEER BEFORE COMMENCING WORK.
5. CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS BEFORE COMMENCING WORK.
6. THE CONTRACTOR SHALL CONTACT ALL CONCERNED UTILITIES AT LEAST 48 HOURS IN
ADVANCE OF CONSTRUCTION OPERATIONS.
7. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE WITHOUT PRIOR
APPROVAL OF THE ENGINEER AND INDIAN RIVER COUNTY UTILITIES.
CONSTRUCTION IN STREETS AND ROAD RIGHT-OF-WAYS
1. OPEN ROAD CUTS REQUIRES PRIOR APPROVAL OF THE CITY, COUNTY, STATE OR ANY
OTHER AGENCY WHICH MAY HAVE JURISDICTION.
2. ALL CONSTRUCTION, MATERIALS AND WORKMANSHIP ARE TO BE IN ACCORDANCE WITH
FLORIDA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS AND STANDARDS.
3. ALL AREAS IN EXISTING RIGHT-OF-WAYS DISTURBED BY CONSTRUCTION SHALL
PER PERMIT. RECEIVE GRASS/ MULCH OR SOLID SOD.
4. STREET OR HIGHWAY RESTORATION TO BE DONE AS PER LOCAL OR STATE AGENCY
HAVING JURISDICTION.
5. THE CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF THE STATE,
COUNTY AND CITY AUTHORITIES REGARDING CLOSING OR RESTRICTING THE USE OF
PUBLIC STREETS OR HIGHWAYS.
6. TRAFFIC CONTROL ON ALL COUNTY CITY OF SEBASTIAN AND STATE HIGHWAY
RIGHT-OF-WAYS SHALL MEET THE REQUIREMENTS OF THE MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES (U.S. DOT/FNA) AND THE REQUIREMENTS OF THE
STATE AND ANY LOCAL AGENCY HAVING JURISDICTION.
TECHNICAL SPECIFICATIONS
SCOPE
THESE SPECIFICATIONS ARE TO ASSIST THE ENGINEER, DEVELOPER AND CONTRACTOR IN
WORK AND METHODS APPROVED BY THE LOCAL GOVERNING AGENCIES.
THE ABOVE MENTIONED ARE RESPONSIBLE FOR THE FOLLOWING:
1.) ACQUIRING ALL PERMITS, LICENSES AND FEES FOR PROJECTS CONSTRUCTED
INCLUDING ALL TESTS.
2.) COMPLETE COORDINATION WITH ALL UTILITY COMPANIES INVOLVED.
3.) COMPLIANCE WITH ANY AND ALL GOVERNING AGENCIES INVOLVED.
4.) RELOCATION, EXTENSION. ENLARGEMENT OR REFURBISHMENT OF ANY IMPACTED
AREAS OF SERVICE IN OR OUT OF THE LOCAL GOVERNING AGENCY.
5.) ALL WORK IS TO BE DONE AT NO COST TO THE LOCAL GOVERNING AGENCY.
MATERIALS
A.) DRAINAGE
PIPING: 1.) MINIMUM SIZED PIPING SHALL BE 12" OR EQUIVALENT ELLIPTICAL SIZE AND
18" MINIMUM ON COLLECTOR ROADS.
2.) REINFORCED CONCRETE PIPE (RCP) SHALL BE MANUFACTURED BY REPUTABLE
MANUFACTURING PRACTICES, FREE OF HONEY COMBS, EXPOSED STEEL OR BLEED
THROUGH FROM REINFORCING AND SMOOTH FINISH AT BELL AND SPIGOT ENDS.
3.) ASPHALT COATED CORRUGATED METAL PIPE (ACCMP)SHALL BE OF STEEL
MATERIAL MANUFACTURED BY REPUTABLE MANUFACTURING PRACTICES, FREE OF
DENTS, GOUGING OR AREAS NOT PROTECTED BY BITUMINOUS MATERIALS.
4.) ALUMINUM PIPE SHALL BE MANUFACTURED BY REPUTABLE MANUFACTURING
PRACTICES, FREE OF DENTS AND GOUGING. ALUMINUM PIPING MAY REQUIRE
ARCHING FOR LOAD BEARING AREAS AS DETERMINED BY DESIGN ENGINEER AND
THE LOCAL GOVERNING AGENCY.
5.) ALL JOINTS SHALL BE WRAPPED WITH FILTER FABRIC.
6.) SAFETY BARS SHALL BE PLACED ON PIPE AND MITERED END SECTIONS WHERE
DETERMINED NECESSARY.
7.) OUTFALL END RUN TO DITCHES SHALL HAVE A MITERED END SECTION WITH
SAFETY BARS TO MATCH EXISTING DITCH BANK SLOPE WITH APPROPRIATE
EROSION CONTROL MEASURES.
B.) DRAINAGE STRUCTURES:
1.) ALL DRAINAGE STRUCTURES SHALL MEET SPECIFIC PLANNED USE AS DETERMINED
BY THE DESIGN ENGINEER AND THE LOCAL GOVERNING AGENCY.
2.) ALL CATCH BASINS, INLETS OR MANHOLE STRUCTURES SHALL BE OF PRECAST
REINFORCED TYPE UNLESS OTHERWISE APPROVED.
3.) ALL STRUCTURES SHALL MEET OR EXCEED THE STANDARD SPECIFICATIONS AS
DESIGNATED BY THE AMERICAN SOCIETY OF TESTING AND MATERIALS (ASTM C-
478) 4000 PSI CONCRETE.
4.) ALL STRUCTURES SHALL BE FREE OF DEFECTS SUCH AS CRACKING, HONEY
COMBS AND EXPOSED STEEL REINFORCING INCLUDING BLEED THROUGH.
'5.) SHOP DRAWINGS SHALL BE SUBMITTED BEFORE ORDERING MATERIAL FOR
PLANNED PROJECT. CORRESPONDING SHALL BE BETWEEN THE DESIGN ENGINEER
AND THE LOCAL GOVERNING AGENCY.
C.) OUTFALL SPECIFICATIONS:
1.) OUTFALL STRUCTURES SHALL INCLUDE ALUMINUM SKIMMERS, WEIR DEVICES,
WEEP HOLES AND DRAW DOWN SYSTEMS AS DETERMINED BY DESIGN ENGINEER
AND THE LOCAL GOVERNING AGENCY.
2.) HARDWARE TO ATTACH DEVICES TO OUTFALL STRUCTURES SHALL BE STAINLESS
STEEL MATERIAL.
D.) MANHOLE COVERS & GRATES:
1.) MANHOLE FRAMES, COVERS AND GRATES SHALL MEET SPECIFIC PLANNED USE AS
DETERMINED BY DESIGN ENGINEER AND THE LOCAL GOVERNING AGENCY.
2.) MANHOLE FRAMES AND COVERS SHALL BE OF CAST IRON MATERIALS, FREE FROM
CRACKS, HOLES OR COLD SHUTS. FRAMES AND COVERS SHALL CONFORM TO A
MINIMUM STANDARD OF USF 1260 SERIES OR EQUIVALENT WITH COVERS
STATING "STORM SEWER."
3.) FRAMES AND GRATES SHALL BE OF CAST IRON MATERIALS, FREE FROM CRACKS,
HOLES AND COLD SHUTS. FRAMES AND GRATES SHALL CONFORM TO A MINIMUM
STANDARD OF USF 4160-6210 OR EQUIVALENT.
4.) THROAT INLET SHALL BE USED EXCLUSIVELY WHERE PRACTICABLE AS
DETERMINED BY THE DESIGN ENGINEER AND THE LOCAL GOVERNING AGENCY.
5.) 3' (FOOT) TRANSITION SHALL BY UTILIZED FROM TOP INLET TO BACK OF
CURBS.
GENERAL NOTES
A 24 HOUR NOTICE BY CONTRACTOR FOR REQUIRED INSPECTIONS FOR THE ABOVE
MENTIONED FACILITIES SHALL BE GIVEN.
EROSION AND SEDIMENTATION CONTROL NOTES:
CONSTRUCTION ACTIVITIES CAN RESULT IN THE GENERATION OF SIGNIFICANT
AMOUNTS OF POLLUTANTS WHICH MAY REACH SURFACE OR GROUND WATERS.
ONE OF THE PRIMARY POLLUTANTS OF SURFACE WATERS IS 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 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
1. SEDIMENT BASIN AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS
AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE
CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTRIBUTING ACTIVITY
AND SHALL 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 OF 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
PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL
AS SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE.
5. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED
AREAS NOT OTHERWISE 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 DIVERSIONS IMMEDIATELY AFTER
INSTALLATION.
7. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW
FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL
BE CONTROLLED BY A SEDIMENT BASIN. THE SEDIMENT BASIN SHALL
BE DESIGNED AND CONSTRUCTED TO ACCOMMODATE THE ANTICIPATED
SEDIMENT LOADING FROM THE LAND -DISTURBING ACTIVITY. THE
OUTFALL DEVICE OR SYSTEM DESIGN SHALL TAKE INTO ACCOUNT THE
TOTAL DRAINAGE AREA FLOWING THROUGH THE DISTURBED AREA TO BE
SERVED BY THE BASIN.
8. AFTER ANY SIGNIFICANT RAINFALL, SEDIMENT CONTROL STRUCTURES
WILL BE INSPECTED FOR INTEGRITY. ANY DAMAGED DEVICES SHALL BE
CORRECTED IMMEDIATELY.
9. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES
UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT
CHANNEL, FLUME OR SLOPE DRAIN STRUCTURE.
10. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR
OTHER PROTECTION SHALL BE PROVIDED.
11. SEDIMENT WILL BE PREVENTED FROM ENTERING ANY STORM DRAIN
SYSTEM, DITCH OR CHANNEL. ALL STORM SEWER INLETS THAT ARE
MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT
SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM
WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE
SEDIMENT.
12. BEFORE TEMPORARY OR NEWLY CONSTRUCTED STORMWATER CONVEYANCE
CHANNELS ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND
ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE
INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL.
13. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS
SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT
TRANSPORT AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT
POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE
USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS.
EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY
NONERODIBLE COVER MATERIALS.
14. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION
VEHICLES, A TEMPORARY STREAM CROSSING CONSTRUCTED OF
NONERODIBLE MATERIAL SHALL BE PROVIDED.
15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED
IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS COMPLETED.
16. PERIODIC INSPECTION AND MAINTENANCE OF ALL SEDIMENT CONTROL
STRUCTURES MUST BE PROVIDED TO ENSURE INTENDED PURPOSE IS
ACCOMPLISHED. THE DEVELOPER, OWNER AND/OR CONTRACTOR SHALL BE
CONTINUALLY RESPONSIBLE FOR ALL SEDIMENT LEAVING THE PROPERTY.
SEDIMENT CONTROL MEASURES SHALL BE IN WORKING CONDITION AT THE
END OF EACH WORKING DAY.
17. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE
WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE
CRITERIA:
A. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT
ONE TIME.
B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF
TRENCHES.
C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR
PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR
BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY
AFFECT FLOWING STREAMS OR OFF-SITE PROPERTY.
D. RESTABILIZAT10N SHALL BE ACCOMPLISHED IN ACCORDANCE WITH
THESE REGULATIONS.
18. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED
PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE
TRANSPORT OF SEDIMENT BY TRACKING ONTO THE PAVED SURFACE,
WHERE 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
SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL
DISPOSAL ,AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER
SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL
APPLY TO INDIVIDUAL SUBDIVISION LOTS AS WELL AS TO LARGER
LAND -DISTRIBUTING ACTIVITIES.
19. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE
REMOVED WITHIN 30 DAYS AFTER 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 SHALL BE PERMANENTLY
STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.
20. PROPERTIES AND WATERWAYS DOWNSTREAM FROM CONSTRUCTION SITE
SHALL BE PROTECTED FROM SEDIMENT DISPOSITION AND EROSION.
21. PHASED PROJECTS SHOULD BE CLEARED IN CONJUNCTION WITH
CONSTRUCTION OF EACH PHASE.
22, EROSION CONTROL DESIGN AND CONSTRUCTION SHALL FOLLOW THE
REQUIREMENTS IN INDEX NOS. 101, 102 AND 103 OF FDOT ROADWAY
AND TRAFFIC DESIGN STANDARDS.
23. THE REVIEWER MAY APPROVE MODIFICATIONS OR ALTER PLANS TO THESE
EROSION CONTROL CRITERIA DUE TO SITE SPECIFIC CONDITIONS.
GENERAL NOTES:
1. CONTRACTOR IS RESPONSIBLE FOR CHECKING ACTUAL SITE
CONDITIONS BEFORE STARTING CONSTRUCTION.
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 LOCATION OF ALL
EXISTING UTILITIES. THE CONTRACTOR SHALL CONTACT ALL
CONCERNED UTILITIES AT LEAST 48 HOURS IN ADVANCE FOR
CONSTRUCTION OPERATIONS.
5. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN TO BE MADE
WITHOUT PRIOR APPROVAL OF THE ENGINEER.
6. ALL SUBDIVISION CONSTRUCTION SHALL BE COMPLETED IN ACCORDANCE
WITH THE APPLICABLE ORDINANCES OF INDIAN RIVER COUNTY, FLORIDA.
7. BOUNDARY AND TOPOGRAPHIC INFORMATION PREPARED BY WILLIAM B. ZENTZ
& ASSOCIATES INC., DATED 5/4/05. ALL ELEVATIONS ARE PER BENCHMARK
REFERENCED ON THIS SURVEY.
8. REFER TO SOILS REPORT PREPARED BY KSM ENGINEERING AND
TESTING, INC., DATED 11-17-06 FOR EXISTING SOIL CONDITIONS.
9. CONTRACTOR SHALL SUPPLY DENSITY TESTS TO ENGINEER ON ALL
SUB -GRADE AND BASE. TESTS SHALL BE PREPARED PER AASHTO T-
180 METHOD.
10. SLOPE GRADES FROM ELEVATIONS SHOWN TO EXISTING GRADE AT
PROPERTY LINE. MAXIMUM SLOPE 3:1.
11. ENGINEER SHALL BE NOTIFIED AT LEAST 48 HOURS IN ADVANCE FOR
ANY INSPECTION.
12. ALL TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH
M.U.T.C.D. STANDARDS.
14. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA
DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR
ROAD AND BRIDGE CONSTRUCTION", DATED 2000.
'tROBERTE� LEON, FL. P.E. #64745
❑AARON J. BOWLES, FL. P.E. #55313
JAN 1121"N
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OF 18
06-327
ASPHALT SURFACE FINISHED GRADE
1-1/2"0 P.E LOCKING FOUR HYDRANT GUARDS
SERVICE LATERAL CURB STOPS F�--36" SQUARE i 24" SQUARE I AS REQ'D BY IRCDUS j _ TRENCH WIDTH
METERS SHALL BE LOCATED IMMEDIATELY I I
METER BOX INSIDE THE RIGHT-OF-WAY UNLESS I �„t * o<•i �� \j U /':.. r-; 6" ANCHOR COUPLING SEE NOTE 1(BELOW) MECHANICALLY TRENCH WIDTH 'W' + 4' MIN
OTHERWISE DIRECTED BY IRCDUS l - M.J.
w (METER NOT SHOWN) VO P.E. \ / 90 \ / SAW EXISTING
SERVICE -- ° �•� MEGA -LUG RESTRAINT PAVEMENT SURFACE RESTORATION 6"
LATERAL APPROVED METER BOXES a o ° °a ° (1) - N0. 30 rN
%OR EQUAL ® ®\MIN BASENG
90' ANGLE LOCKING CURB STOP SHALL BE POLYMER w °; I ° CONTINUOUS I(TO ACCOMMODATE 5/8"0x3/4"0 METER) CONCRETE & FIBERGLASS z() ° ° ° ° CONCRE3� 45'
2' 00 2"0 PREPUNCHEDz°°PAD OLE FOR TOUCHTONE O y TINUOUS \ , G
a -- 1", 1/2, OR 2" SLIDE TYPE J y
2" - E METER LID Li LIMEROCK
CORP STOP 0- VALVE BOX SLIDE TYPE
BRASS COMPRESSION ROADWAY FINISH GRADE o BASE VALVE BOX TYPE II GATE VALVE P�\J
TYPE I ANCHOR TEE FOR 6" \ /Q \ / //////� 2T
WYE BRANCH 2" 2'-O" 2'-0" D
/ , I DUCTILE IRON STAY -PUT COVER MECHANICAL JOINT 6 -
III,,
IN LINE DUAL J POLYETHYLENE RAISED LETTERS MARKED: / / \ REPLACEMENT (01
BRASS LOCKING CURB CHECK BY IRCDUS bi 0 x J DETECTION TAPE / / / / / / / / / / / /
'!!!!!�� \\ \\ \ Q CURB STOP BOX "WATER," SAN. SEWER," OR VARIES UMEROCK BASE
STOP WITH INTEGRAL PLAN VIEW �`i\\ °a::=`- -++t/� / �/ �� �/ i "REUSE WATER" AS APPLICABLE M.J. (SEE NOTE NO 8)-\ / / / / / / / / / IN 3 LIFTS AT
METER COUPLING �\ \ \ z�// /\�\\�\��� 6" (MIN) PLAN VIEW 98�
2"0 PREPUNCHED //\��\\� \��� /.� /' '\\i\`%� - \\\ �RASS VALVE INDICATOR WATER MAIN \\�_
CENTER HINGED OPENING HOLE FOR TOUCHTONE w 0 12" - �% •' • s" (MAX) LAYERS OR �- M
(4%"x7"MIN) W/STAINLESS STEEL PIN METER LID o �� • :. PUMPER NOZZLE - - OTHER APPROVED METHOD (SEE NOTE 6)
-� 0 MARKER BALL 24 (MAX) . ° ° , ; FACING ROADWAY = TO ACHIEVE 987 COMPACTION a
`_ �� /1�
LINE DUAL I . - •� •�• VALVE BOX ACCESS to
.. METER X ^ -I + -+. CHECK BY IRCDUS :: - •., N
f GRADE _
PROPERTY LINE --,,,,x BOX Q Z I I 1 �\ MAXIMUM WATER LEVEL { / 4" MAX
Q ^ > ��. i .q` • ALLOWABLE DURING l
g SEE NOTE z LMETER 0 iJ CONSTRUCTION A 9&%
/(NO. 3) z ,�, LONG SERVICE TYPE °I rt' TYP ^
iv m "> ✓ (SEE NOTE 5} E II Z i ,� 4" \ \�
Z
2-" N io PVC CASING SLEEVE SHORT RACE WIRE �> I _I
--w--- - + n WATER MAIN SERVICE ROCK TO EXTEND p o N _� \
} -STAINLESS STEEL ABOVE EXTENSION WRAP
WITH
z cO c.) 3/4" DLA BE ROCK
J �•+' / �, 6"GATE VALVE OR PEA ROCK WHERE 12" OI DE 12- UNDISTURBED SOIL
CONDITIONS REQUIRE
DOUBLE STRAP ELEVATION ` 6" DIP PIPE
PROVIDE EXTENSION MARKER \
1" O(MIN) CUSTOMER `� SERVICE SADDLE AS SHOWN BALL tD /
PIPING (BY OTHERS) + '� \ � TRENCH WIDTH
LOCATE MARKER BALL (WATER) TRACE WIRE---_+ +- H- - -- + 1.5 CU. FT.
ELEVATION NOTES �jJ CONCRETE W.
ELEVATION
NOTES
1. SUCCESSIVE TAPS INTO THE WATER MAIN SHALL BE A MINIMUM OF 18" ON CENTER. DIRECT CONNECTION
NOTES 2. ALL SERVICES REQUIRE 36" MINIMUM COVER. �\ (ANCHOR TYPE) 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED
3MINIMUM SERVICE SIZE SHALL NOT BE LESS THAN 1"0, DUAL SERVICES SHALL BE A MINIMUM 1-1/2"0,
\-6- (MIN) ELEVATION SOIL 2.
METHOD OF CONSTRUCTION.
1. METERS OVER 2' 0 MUST BE APPROVED BY IRCDUS. AND INSTALLED TRIPLE SERVICES SHALL BE A MINIMUM 2"0 AND QUADRUPLE SERVICES SHALL BE APPROVED BY IRCDUS. - - - WATER MAIN 2. SHEETING WILL BE REQUIRED AS DETERMINED 1N THE FIELD.
BY CONTRACTOR. '' //22 LL EE J.D.LEVATION 3. NEW SURFACING MATERIALS SHALL BE CONSISTENT WITH EXISTING MATERIALS AND SHALL
2. ALL METERS 2"0 AND SMALLER WILL BE SUPPLIED AND INSTALLED 4. A 3' MINIMUM0I.D� CASINGVPIPE. R C�ASIING PI E SHA L BESCHEDULE P40 IPE V C0 LONG SERVICES REQUIRE NOTES HAVE LAPPED AND FEATHERED JOINTS. (1-1/2' MIN. THK.)
BY IRCDUS. 5. ALL METERS 2"0 OR SMALLER SHALL BE INSTALLED BY IRCDUS. REFER TO APPROVED MANUFACTURERS' 1. HYDRANT GUARDS TO BE 4" DIAMETER GALVANIZED STEEL OR DUCTILE IRON 4. COMPACTION PERCENTAGES SHOWN REFER TO AASHTO 7-180.
3. MINIMUM SIZE OF METER BOXES: 1"0 SERVICE (12" X 18"); 1-1/2"0 AND PRODUCT LIST FOR METERS GREATER THAN 2"0. NOTES PIPE FILLED w/ CONCRETE. GUARDS TO BE PAINTED SAME AS HYDRANT. 5. ALL ROADWAY RESTORATION SHALL COMPLY WITH INDIAN RIVER COUNTY PUBLIC
2"0 SERVICE (17" X 28"). 6. PIN LOCKS SHALL BE PURCHASED BY THE DEVELOPER AND10R CONTRACTOR AND SHALL BE INSTALLED 2. CL OF THE PUMPER CONNECTION SHALL BE 18" MIN. ABOVE THE CL WORKS/FDOT STANDARDS.
ON ALL LOCKING CURB STOPS, SAMPLING POINTS, AND WATER SERVICE CONNECTIONS AT THE TIME 1. ALL VALVE BOLTS SHALL BE STAINLESS STEEL WITH BRASS NUTS OF THE NEAREST ROADWAY OR FINISH GRADE. 6. MECHANICAL COMPACTION NOT ALLOWED BELOW THIS LEVEL.
4. METERS GREATER THAN 2"0 SHALL BE COMPOUND METERS. REFER TO IRCDUS OF ACTIVATING ALL WATER MAINS OR AT SUCH TIME AS DIRECTED BY IRCDUS. 2. PERMANENT LAND MARKERS ARE TO BE USED OVER ALL F.M. VALVESSEE M-11 3. ALL HYDRANTS SHALL BE TRAFFIC BREAKAWAY TYPE.
VALVES(SEE 7. TRENCH WIDTH "W" =PIPE O.D. PLUS 2'-0".
APPROVED MANUFACTURERS PRODUCT LIST. 7. CURB STOPS SHALL BE THE SAME SIZE AS THE METERS THAT ARE INSTALLED. 3. LOCATE MARKER BALLS ARE TO BE PLACED ADJACENT TO ALL VALVE BOXES 4. COMPLETE ANCHORED FIRE HYDRANT ASSEMBLY MAY BE UTILIZED IN LIEU OF ABOVE.
8. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-16. 4. SEE TRACER WIRE DETAIL. M-14 5. FIRE HYDRANT SHOULD BE LOCATED WITHIN 12' FROM EDGE OF PAVEMENT WHERE POSSIBLE. 8• 2" WIDE DETECTION TAPE WITH METALLIC BACKING TO BE INSTALLED OVER MAIN 1'
5. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-14. 9. LOCATE MARKER BALLS ARE TO BE PLACED IN ALL METER BOXES WITHIN 24" FROM SURFACE. 5. RPMS ARE TO BE LOCATED IN ROADWAY FOR ALL WATER VALVES. (SEE W-1) 6. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. BELOW SURFACE. TAPE TO BE MARKED -"CAUTION: WATER LINE BELOW", CAUTION: FORCE
6. REFLECTIVE MARKERS FOR: FIRE HYDRANT - BLUE 7. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-14. MAIN BELOW", OR "CAUTION: REUSE WATER MAIN BELOW". TRACE WIRE SHALL BE USED
6. LOCATE MARKER BALLS ARE TO BE LOCATED ADJACENT TO ALL INLINE VALVE BOXES 10- (2) TWO PREPUNCHED HOLES REQUIRED FOR 2"0 METERS. WATER MAIN VALVE - WHITE 8. ALL BOLTS FOR FIRE HYDRANT FITTINGS AND VALVES SHALL BE STAINLESS STEEL. CON11NUOSLY ON ALL PIPE. (SEE DETAIL M-14).
AND PLACED IN ALL METER BOXES WITHIN 24" FROM SURFACE. FORCE MAIN VALVE - GREEN ALL NUTS SHALL BE STAINLESS STEEL. 9. 98% COMPACTION IN SHOULDER OF RIGHT OF WAY.
SERVICE
REUESE,MAIN VALVE - PURPLE 9. MAINTAIN 6' RADIUS OF HYDRANT PERPENDICULAR TO ROADWAY OR CURB FACE EXAMPLE
METER BOX WATER SER Y ICE MUST BE CLEAR OF SIGNS, TREES, SHRUBS, TRANSFORMERS, UTILITY POLES, ETC.)
VALVE AND BOX 10, HYDRANTS AND PR NT, WITH
DEVICES SHALL HAVE CLEARANCES OF 7'-6" IN FRONT AND TO THE SIDES TRENCH DETAIL
OF THE FIRE HYDRANT, WITH A 4' CLEARANCE TO THE REAR OF THE HYDRANT PURSUANT TO FIRE
PREVENTION CODE 3-5.6.
ia� FIRE HYDRANT DETAILS (PAVED AREAS &SHOULDERS)
°
INST, LOCATE
FINISH GRAD".A
MARKER 13ALL'IN - -
W.M.--/
FLOW = - EDGE OF ALL METER BOXES
l PAVEMENT METE Box `
REDUCED PRESSURE DETECTION TAPE
PLAN VIEW 12- � y �y ' (SEE NOTE No s) PROVIDE TRENCH RESTRAINED LENGTH IN FEET EACH SIDE OF RESTRAINED LENGTH IN FEET FOR REDUCER
BACKFLOW PREVENTER GATE VALVE
SLOPE AS REQ'D
WITH GATE VALVES PLAN VIEW LOCATE TAPE -� PIPE PIPE
D. I. P. P. V. C.
ETER
��� PROVIDE TRENCH GRADE (INCHES) 9D' 45' 221 11 90' 45' 221 1] ETER 1 {INC
❑ ❑ W M _J C1ON71N000S #10 STRANDED SLOPE AS REQ'D /� }/q /2 3" 4" 6" 8,. 10" 12•• 16" 20„ 24" 30„
GRADE ROADWAY GRADE (SWALE) COPPER TRACE WIRE 3" 30' 15' 10' 5' 40' 20' 10' 5' 3" 0 0 0 0 0 0 0 0 0 0
STRIP 4" (MIN) ELEVATION -SERVICE DETAIL
- � N 4" 35' 15' 10' S' 55' 25' 15' 10' 4" 40' 0 0 0 0 0 0 0 D 0 i
j;
fHALF HITCH AT ALL SERVICE TAPS, (SEE NOTE 4) 6" 55' 25' 10' 5' 80' 35' 20' 1 10' 6" 50' 45' 0 0 0 D 0 0 0 0
UNION /MZ / " �t & EACH END OF ALL FFMNGS _
/ L 2 z
6' MAX LAYERS
_ (MIN) STRIP 4' MINIMUM OR OTHER APPROVED 8" 65' 30' 15' 10' 90' 40' 20' 1 10' 8" 75' 70' 40' 0 1 0 0 1 0 0 0 0 1
^ I' VALVE 2" LOCKING
W.M. Z Q BOX ` METHOD TO ACHIEVE
CURB STOP MAINTAIN TRENCH � say COMPACTION 10" 80' 35' 20' 10' 110' 50 25' 1 15 10" 95' 90' 70 40' 1 D 0 � D 0 D D 1
W PVC PLUG APPROVED N WIDTH 2'-0' ABOVE o
�I / METER BOX TOP OF PIPE 12 95' 40' 20' 10' 130' 55' 30' 15' 12" 120' 115' 100' 75' 40'
\ " 0 0 0 0 0 I i 11
co FINISHED ° 24"x18" (MIN) ` M
GRADE ° ° ° STEP r `1 16" 120' 50' 25' 15' 165-1 70' 35' 20' 1 16" 160' 155' 140' 125' 100-1 70' 1 0 1 0 1 0 0
• ° N
COMPRESSION ° I ° ° 1 CUBIC FOOT 3/4" GRAVEL OR 20" 1150' 65' 30' 15' 200' 85' 40' 1 20' 20" 1200'1 195' 1185' 1 170' 150' 130' 1 75' I 0 0 0
y FITTINGS ° ° PLAN VIEW J
- ° °• 2" POLYETHYLENE r I NT 24" 180' 70' 35' 1 20' 1210-1 90' 45' 25' 1 24" 1 160' 1 155' 1150' 140' 135' 1 120' 1 90' SD' 0 0
CRUSHED ROCK
3 TWISTS MI
R.S.G.V.
ELEVATION ° • ° ° ° � �� 2"0 TRACE WIRE HOUSING MAXIMUM WATER f - - 4" MAX 30" 190' 80' 40' 1 20' i 250' 1 105' 50' 25' 1 30" 1 195' 1 190' 1 185' 1180' 170' 160' 1120' 105-1 70' 0
e STEP 2 WITH CAP LEVEL ALLOWABLE LAYERS 1 1 I I I I 1225-1220' I I 1 1 I
~ • ° DURING CONSTRUCTION AT say 36 220' 95' 45' 25' D 0 0 0 36" 225' 220' 215' 210' 205' 195' 180' 150'1 115' 70'
NOTES � ° • �� '
1. ALL HOSPITALS, SCHOOLS, COMMERICAL, INDUSTRIAL, AND OTHER ° ' ° 5 WRAPS (MIN d 1 42" 1245' 105' 50' 125' 1 0 I 0 1 0 0 1 42" 1245' 1240' 235' 1230' 1225' 1220' 1205' 1180' 1 155' 105'
INSTITUTIONS ARE REQUIRED TO INSTALL DOUBLE CHECK J + �` 3/4- DIA BEDDING ROCK I 48" 1260' 120' 60' 1 30' 1 0 0 1 0 1 0 I 48" 1255' 1250' 1245' 1240' 235' 1230' 1215' 1195' 1 t75' 125'
BACKFLOW PREVENTER WITH REDUCED PRESSURE ZONE FEATURE AS DETERMINED BY UTILITY. 0R PEA ROCK WHERE 12' PIPE 12'
. STEP 3 CONDITIONS REQUIRE UNDISTURBED
2. ALL MULTI -STORY MULTI -FAMILY SERVICES ARE REQUIRED TO INSTALL CONTINUOUS #10 STRANDED OD SOIL RESTRAINED LENGTHS FOR DEAD ENDS AND LENGTH OF RESTRAINED J01NT FOR LARGER DIAMETER PIPE
RPZ BACKFLOW PIkEVENTORS. RESTRAINED PLUG (M.J.) I COPPER TRACE WIRE - BRANCHES FROM TEES SHALL BE THE SAME fI
r HORIZONTAL DISTANCE EQUAL SOLDER TRENCH WIDTH AS FOR 90' BENDS
3. APPROVED EQUALS HAVING FULL UL, USC AND AWWA CERTIFICATIONS MAY TO DEPTH OF COVER \
W.
BE INSTALLED ONLY AFTER SPECIFIC APPf OVAL BY IRCDUS. 2" CORPORATIONmmm. -\
4. SUPPORT BACKFLOW PREVENTER FROM WALL OR APPROVED PIPE STOP
SUPPORT SYSTEM. PIPE SUPPORT SYSTEM SHALL BE BRASS, ELEVATION STEP 4 ELEVATION RESTRAINING
COPPER OR D.I.P., AS APPROVED BY IRCDUS. HALF HITCH HALF HITCH ON
BEHIND EACH EACH SIDE OF SCHEDULE AND NOTES
5. BELOW GROUND INSTALLATION IN A VAULT MAY BE CONSIDERED NOTES MAIN LINE SPLICE DETAIL BELL ALL VALVES
FOR APPROyAL IF FINISHED GRADE OF BOTTOM OF VAULT IS AT ENATION -VALVE BOX DETAIL NOTES
LEAST 1'-0 ABOVE THE HIGH WATER LEVEL. 1. BLOW -OFF TO BE LOCATED AT ALL DEAD END LINES, AS REQUIRED
6. PIPING 2-1/2" OR GREATER SHALL BE FLANGED DUCTILE IRON PIPE. BY IRCDUS. 1. WHERE SOIL CONDITIONS CANNOT BE MAINTAINED AS SHOWN ABOVE, PROVIDE APPROVED
7. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. METHOD OF CONSTRUCTION.
8. ALL FASTENERS SHALL BE 316 STAINLESS STEEL (OR APPROVED EQUAL). 3. METHODS OF RESTRAINT AS APPROVED BY IRCDUS. NOTES 2. SHEETING WILL BE REQUIRED AS DETERMINED IN THE FIELD.
1. TRACE WIRE IS REQUIRED ON ALL PIPES. 3• COMPACTION PERCENTAGES SHOWN REFER TO AASHTO T-180.
9. ALL RPZ BACK FLOW PREVENTERS SHALL BE CERTIFIED BY APPROVED TESTER AND APPROPRIATE
4. TRACE WIRE TO BE INSTALLED AS PER DETAIL M-14. 4. MECHANICAL COMPACTION NOT ALLOWED BELOW 11 -IIS LEVEL
CERTIFIED FORM SUBMITTED TO IRCDUS. 2. INCLUDE ALL COST OF MATERIAL &LABOR IN PRICE OF PIPE. 5. TRENCH WIDTH "W" =PIPE O.D. PLUS 2'-0",
5. LOCATE MARKER BALLS ARE TO BE LOCATED ADJACENT TO ALL VALVE BOXES AND PLACED IN ALL 3. CONTRACTOR RESPONSIBLE FOR CONTINUITY THROUGHOUT ENTIRE PROJECT
),OF ALL TRACE WIRE.
MAIN 1'
BACKR-I PREVEM�R METER BOXES WITHIN 24" FROM SURFACE. 4. ALL
W/3 ALTERNATINNGSARE LAYERSOBE HOT SOLDERED TAPE, COVER WITH W(50/50 ATERPROOFIING COMPOUND AND HEAT SHRINK WRAP. 6 BELOW SURFACE. 2" WIDE NTAPEEWITH TO E MATALLIC BACKING KED "CAUTION:TO BE WATERNLINELLED BELOW" RCAUTION FORCE
2= pt O`A(�ar1�� 5. ALL SOLDER JOINTS WILL BE WATERPROOFED WITH HEAT SHRINK WRAP. MAIN BELOW", OR "CAUTION: REUSE WATER MAIN BELOW". TRACE WIRE SHALL ALSO BE
QI& rr V 6. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. USED CONTINUOSLY ON ALL PIPE. (SEE DETAIL M-14).
7. ALL RESTORATION IN EASEMENTS OR RIGHTS OF WAY OR WHEN REQUIRED BY OTHER
2'-0" VARIES 2'-0"
_ TRACE WIRE DETAILS JURISDICTIONAL AGENCIES SHALL CONFORM TO IRCDUS SPECIFICATIONS OR THE
24" X 24" X 6" THICK FIBERCRETE PAD ATOTHER JURISDICTIONAL AGENCY SPECIFICATIONS, WHICHEVER IS MORE STRINGENT.
EACH VALVE BOX LOCATED IN TRAFFIC HALL BE 36"x IF I I-
36" ( TRENCH DETAIL
DOUBLE DETECTOR - PRESSURE GAUGE (UNPAVED EASMENTS)
2"0 CURB BOX=� VICTAULIC CHECK VALVE (SEE W -12A 10)
TO HOUSE TRACE WIRE COUPLING DOUBLE CHECK VALVE
WITH DUCTILE IRON LID I NOTES:
N 2" GATE 2" SCH 40 "Tee"--,
zl VALVE (TYP) OR "Wye" (TYP.) 1. A TEMPORARY JUMPER CONNECTION IS REQUIRED AT ALL CONNECTIONS 10. IF THE WATER MAIN TO BE FLUSHED IS LARGER THAN 6" DIAMETER OR SUCH
2" METER BETWEEN EXISTING ACTIVE WATER MAIN AND THE PROPOSED WATER MAIN LENGTH THAT A FULL PIPE FLUSH AT THE 2.5 FPS VELOCITY CANNOT BE
IMPROVEMENTS. ACCOMPLISHED, THE FOLLOWING PROCEDURE SHALL BE UTILIZED.
I I y
C oii A) INSTALL PRESSURE GAUGES AS INDICATED ON DETAIL (W -12A)
2. THE TEMPORARY JUMPER DETAIL (W -12A) IS TO BE USED FOR FILLING ANY
0 NEW WATER MAINS OF ANY SIZE FROM THE EXISTING ACTIVE WATER MAINS
Dc I AND FOR FLUSHING OF NEW MAINS UP TO 6" IN DIAMETER (2.5 FPS MINIMUM B) OPEN ALL DOWNSTREAM VALVES IN THE NEW SYSTEM PRIOR TO FLUSH
LOCKING CURB -
+ a STOP VALVE 1" CHECK VALVE ,� ��
i4 VELOCITY) AND PULLING BACTERIOLOGICALSAMPLES FROM ANY NEW WATER
to C) FLUSH NEW WATER MAIN THRU TIE-IN VALVE MAINTAINING A 10t PSI
- w MAIN OF ANY SIZE.
LBY-PASS METER DETECTOR BYPASS p Q z p � PRESSURE DIFFERENTIAL BETWEEN GAUGES DURING FLUSH.
2" SERVICE m 5 j 3. THE JUMPER CONNECTION SHALL BE MAINTAINED UNTIL AFTER THE FILLING,
WATER I 3'-0" I EXISTING GRADE FLUSHING, TESTING AND DISINFECTION OF THE NEW WATER MAIN HAS BEEN D) IRCDUS PERSONNEL, IN THE PRESENCE OF THE ENGINEER OF RECORD
CUSTOMER PLAN VIEW SADDLE N SUCCESSFULLY COMPLETED AND CLEARANCE FOR USE HAS BEEN RECEIVED SHALL OPERATE TIE-IN VALVE TO INSURE THAT THE REQUIRED
PIPING co co N FROM THE FLORIDA DEPT. OF ENVIRONMENTAL PROTECTION (FDEP) AND ANY PRESSURE DIFFERENTIAL IS MAINTAINED.
u FUTILITY PIPING TO - DETECTOR CHECK VALVE OTHER PERTINENT AGENCIES HAS BEEN RECEIVED. ADEQUATE THRUST BLOCKING
PROPERTY LINE AND/OR RESTRAINTS SHALL BE PROVIDED TEMPORARILY, AS REQUIRED. TEMPORARY JUMPER SCHEDULE
Z MAIN SIZE JUMPER SIZE
4. PIPE AND FITTINGS USED FOR CONNECTING THE NEW PIPE TO THE EXISTING* •
6tv GATE VALVE PIPE SHALL BE DISINFECTED PRIOR TO INSTALLATION IN ACCORDANCE WITH 4" 2
INLET GATE W/ INDICATOR CORP STOP AWWA C651, LATEST EDITION. THE TAPPING SLEEVE AND THE EXTERIOR OF THE 6" 4"
VALVE (TYP) I_�_I 0 MAIN TO BE TAPPED SHALL BE DISINFECTED BY SPRAYING OR SWABBING PER 8" 6"
90' BEND �J "D SECTION TWO OF AWWA C651. THE USE OF TABLETS IS STRICTLY PROHIBITED. 8" or LARGER 6"
NOTE
2"0 BRASS (TYP)
OS ' - - (TYP) w + I - - 5. THE JUMPER CONNECTION SHALL ALSO BE USED TO MAINTAIN A MINIMUM *1. WITHTHEUSE OF A 2" JUMPER, A CORPSTOP WITH SERVICE SADDLE
INDICATOR EXAMPLE I PRESSURE OF 20 PSI IN THE NEW MAINS CONTINUOUSLY AFTER DISINFECTION MAY BE UTILIZED IN LIEU OF A CROSS AND VALVE AT MAIN CONNECTION.
18" MINIMUM DISTANCE _ Q
_
DIRECTION OF FLOW AND UNTIL FDEP CLEARANCE LETTER IS OBTAINED.
> TIE-IN VALVE TO BE
"f ='=•": < ?' "°' ``'.:•':"" ':_;` •''�'sa� "`- "-+>' �`C \ CLOSED AND LOCKED 2" SERVICE DOUBLE 6. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION DEMONSTRATING THAT THE
PLAN VIEW :...... I ( )
// DOUBLE CHECK BACKFLOW PREVENTION DEVICE IS IN GOOD WORKING ORDER
SADDLE SS TYP
•` '� '� // NEW WATER MAIN AT THE TIME OF INSTALLATION AND PROVIDE DOCUMENTATION WHAT THE DOUBLE
ONCRETE SUPPORTS CHECK BACKFLOW PREVENTION DEVICE HAS BEEN TESTED IN THE LAST 12 MONTHS,
NOTES , (OR APPROVED BY IRCDUS) AND IS IN GOOD WORKING ORDER ONE YEAR FROM INSTALLATION BY A QUALIFIED
EXISTING WATER MAIN
BACKFLOW TECHNICIAN AS APPROVED BY IRCDUS.
1. VALVE BOX LID SHALL BE PAINTED: BLUE FOR WATER ELEVATION ELEVATION 7. EXCEPT AS REQUIRED TO FLUSH LINES GREATER THAN 6" IN DIA., THE
GREEN FOR FORCE MAINS WATER MAIN NOTES TIE IN VALVE SHALL REMAIN CLOSED AND SHALL BE LOCKED IN THE CLOSED
PURPLE FOR REUSE WATER NOTES POSITION BY THE UTILITY COMPANY. THE TIE IN' VALVE SHALL REMAIN
2. BRASS VALVE INDICATOR TO BE PROVIDED WITH ENGRAVED DIAGRAM1. TIE-IN VALVE SHALL BE OPERATED BY IRCDUS PERSONNEL ONLY AND IN THE CLOSED & LOCKED UNTIL THE NEW SYSTEM HAS BEEN CLEARED FOR USE
SEE EXAMPLE
OF VALVE LOCATION AND DESCRIPTION. 1. ALL COMMERCIAL BUILDINGS AND INSTITUTIONS WITH BUILDING SPRINKLERS MUST BY FDEP AND ALL OTHER PERTINENT AGENCIES
( ) HAVE AN IRCDUS APPROVED DETECTOR CHECK VALVE AND METER TO BE INSTALLED ON PRESENCE OF THE ENGINEER OF RECORD.
THEIR OWN PROPERTY. DETECTOR CHECKS SHALL BE INSTALLED IN ACCORDANCE WITH 2• ALL LINES TO BE FULL PIPE FLUSHED. 8. UPON RECEIPT OF CLEARANCE FOR USE FROM FDEP AND ALL OTHER PERTINENT
THE STATE FIRE MARSHALL CODE AND THE IRCDUS AND SHALL BE MOUNTED ABOVE AGENCIES, THE CONTRACTOR SHALL REMOVE THE TEMPORARY JUMPER CONNECTION.
VALVE BOX PAD GROUND. 3. ALL MATERIALS TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. THE CORPORATION STOPS ARE TO BE CLOSED AND PLUGGED WITH 2" BRASS OR PVC
2. DETAIL SHOWN CAN BE MODIFIED AND APPROVED BY IRCDUS FOR EACH INDIVIDUAL PROJECT. STOPS.
3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. TEMPORARY
DOUBLE -DC I CCTOR 9. ALL INSTALLATION AND MAINTENANCE OF THE TEMPORARY JUMPER CONNECTION AND
ASSOCIATED BACKFLOW PREVENTION DEVICE, FITTINGS VALVES, ETC., SHALL BE
CHECK VALVE ASSEMBLY JUMPER CABLE THE RESPONSIBILITY OF THE CONTRACTOR.
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ROBERT LEOF[� P.E. #64745 OF 10
AARON J. BOWLES, FL P.E. #55313 06-327
JAN 1c37
WATER MAINS
POLYVINYL CHLORIDE PIPE
SCOPE
THIS SECTION COVERS POLYVINYL CHLORIDE PIPE AND FITTINGS FOR
POTABLE WATER MAINS.
GENERAL
POLYVINYL CHLORIDE (PVC) PIPE SHALL BE ALLOWED FOR USE AS POTABLE
WATER PIPE WHERE COMPATIBLE WITH THE SPECIFIC CONDITIONS OF THE
PROJECT. INDIAN RIVER COUNTY DEPARTMENT OF UTILITY SERVICES
(IRCDUS) MAY REQUIRE THE USE OF MATERIAL OTHER THAN POLYVINYL
CHLORIDE DURING CONSTRUCTION PERMIT REVIEW OR BY IRCDUS FIELD
PERSONNEL DURING CONSTRUCTION IF IT IS DETERMINED THAT POLYVINYL
CHLORIDE PIPE IS UNSUITABLE FOR THE PARTICULAR APPLICATION.
PIPE MATERIALS FOR SIZES 3" AND SMALLER
A. ALL PIPE AND FITTINGS INTENDED FOR CONVEYING OR TRANSMITTING
POTABLE WATER SHALL BE DESIGNED FOR A MINIMUM WORKING
PRESSURE OF 150 PSI.
B. POLYVINYL CHLORIDE PRESSURE PIPE SHALL CONFORM TO THE LATEST
ASTM 2241, LATEST REVISION. PIPE SHALL BE SDR 21 WITH A PRESSURE
RATING OF 200 PSI. JOINT DESIGN TESTED TO THE REQUIREMENTS OF
ASTM D 3139. RUBBER RINGS SHALL CONFORM TO ASTM F 477 AND D 1896
PIPE TO BE MADE TO EXCEED THE REQUIREMENTS OF THE MATERIAL SECTION
OF ASTM D 2241.
C. POLYVINYL CHLORIDE PRESSURE PIPE PER APPROVED MANUFACTURER'S
PRODUCT LIST.
D. THE PIPE SHALL BE BLUE IN COLOR.
E. NO SOLVENT WELD JOINTS ARE PERMITTED.
PIPE MATERIALS FOR SIZES 4" THROUGH 12"
A. ALL PIPE AND FITTINGS INTENDED FOR CONVEYING OR TRANSMITTING
POTABLE WATER SHALL BE DESIGNED FOR A MINIMUM ' WORKING
PRESSURE OF 150 PSI.
B. POLYVINYL CHLORIDE PRESSURE PIPE SHALL CONFORM TO THE LATEST
AWWA STANDARD SPECIFICATIONS C900-97, OR LATEST REVISION, OR
C909-98, OR LATEST REVISION AND ASTM D1784 AND D2241, LATEST
REVISION. PVC PRESSURE PIPE SHALL BE MADE FROM CLASS 12454-A OR
CLASS 12454-B MATERIAL AND CONFORM TO THE OUTSIDE DIAMETER OF
CAST IRON PIPE WITH A MINIMUM WALL THICKNESS OF DR18.
C. POLYVINYL CHLORIDE PRESSURE PIPE PER APPROVED MANUFACTURER'S
PRODUCT LIST.
D. THE PIPE SHALL BE BLUE IN COLOR.
PIPE MATERIALS FOR SIZES 14" THROUGH 36"
_ A. ALL PIPE AND FITTINGS INTENDED FOR CONVEYING OR TRANSMITTING
POTABLE WATER SHALL BE DESIGNED FOR A MINIMUM WORKING
PRESSURE OF 150 PSI.
B. POLYVINYL CHLORIDE PRESSURE PIPE SHALL CONFORM TO THE LATEST
AWWA STANDARD SPECIFICATIONS C905-97 AND ASTM D1784, LATEST
REVISIONS. PVC PRESSURE PIPE SHALL BE MADE FROM CLASS 12454-A OR
CLASS 12454-B MATERIAL AND CONFORM TO THE OUTSIDE DIAMETER OF
CAST IRON PIPE WITH A MINIMUM WALL THICKNESS OF DR18.
C. POLYVINYL CHLORIDE PRESSURE PIPE PER APPROVED MANUFACTURER'S
PRODUCT LIST.
D. THE PIPE SHALL BE BLUE IN COLOR.
JOINTS
A. JOINTS FOR PVC PRESSURE PIPE SHALL BE BELL AND SPIGOT PUSH -ON
RUBBER GASKET TYPE ONLY. NO SOLVENT WELD OR THREADED JOINTS
WILL BE PERMITTED.
B. THE IRCDUS'S ENGINEER MAY CONSIDER OTHER TYPE JOINTS FOR SPECIFIC
INSTALLATION UPON SUBMISSION OF SPECIFICATIONS AND APPROVAL.
C. RESTRAINT JOINTS, WHEN REQUIRED; SEE APPROVED MANUFACTURER'S
PRODUCT LIST.
FITTINGS
A. ALL FITTINGS SHALL BE DUCTILE IRON MECHANICAL JOINT AND SHALL
CONFORM TO AWWA SPECIFICATION C110/21.10-98, C153/A21.53-00 OR
LATEST REVISIONS. FITTINGS SHALL BE CEMENT MORTAR LINED AND SEAL -
COATED IN ACCORDANCE WITH AWWA STANDARD SPECIFICATIONS
C104/A21.4-95, OR LATEST REVISION.
B. THE PRESSURE RATING SHALL BE 350 PSI.
C. JOINT RESTRAINT, WHEN REQUIRED, SEE APPROVED MANUFACTURER'S
PRODUCT LIST.
MARKING
A. NUMBER 10 STRANDED CONDUCTOR COPPER TRACE WIRE SHALL BE SPIRAL
WRAPPED OR AFFIXED TO THE TOP OF THE PIPE. SEE TRACE WIRE DETAIL
M-14 FOR SPECIFICATIONS REGARDING INSTALLATION.
B. TRACE WIRE IS REQUIRED OVER ALL PIPES.
C. A 2" WIDE MAGNETIC I.D. LOCATION TAPE IS REQUIRED OVER ALL PIPES.
TAPE IS TO BE INSTALLED 12" BELOW PROPOSED FINISHED GRADE.
INSTALLATION
A. UNLESS OTHERWISE NOTED ON THE DRAWINGS OR IN OTHER SECTIONS OF THIS
SPECIFICATION, THE PIPE SHALL BE HANDLED AND INSTALLED IN THE STRICT
ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. THE CONTRACTOR
SHALL USE EVERY PRECAUTION DURING CONSTRUCTION TO PROTECT THE PIPE
AGAINST THE ENTRY OF NON -POTABLE WATER, DIRT, WOOD, SMALL ANIMALS,
AND ANY OTHER FOREIGN MATERIAL THAT WOULD HINDER THE OPERATION OF
THE PIPELINE. WHERE GROUNDWATER ELEVATION IS ABOVE THE BOTTOM OF
THE TRENCH, THE CONTRACTOR SHALL PROVIDE SUITABLE DEWATERING
EQUIPMENT AT NO ADDITIONAL COST TO THE OWNER. ALL PIPING SHALL BE
PLACED IN A DRY TRENCH, UNLESS THE ENGINEER OR IRCDUS APPROVES WET
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 10.2 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.
WATER SERVICES
POLYETHYLENE
SCOPE TUBING
THIS SECTION COVERS POLYETHYLENE PIPE AND FITTINGS FOR
WATER SERVICES.
POLYETHYLENE TUBING 3 INCHES IN DIAMETER AND SMALLER
A. POLYETHYLENE TUBING SHALL COMPLY WITH APPLICABLE
REQUIREMENTS FOR PE -3408 EXTRUSION COMPOUND POLYETHYLENE
PLASTIC MATERIAL AS STATED IN AWWA C901-96, OR LATEST REVISION,
AND SHALL COMPLY WITH THE FOLLOWING:
B. TUBING SHALL HAVE A WORKING PRESSURE OF 200 PSI AT 73.4' F.
C. TUBING SURFACES SHALL BE GLASS SMOOTH, AND SHALL BE FREE FROM
BUMPS AND IRREGULARITIES. MATERIALS MUST BE COMPLETELY
HOMOGENEOUS AND UNIFORM IN APPEARANCE.
D. TUBING DIMENSIONS AND TOLERANCES SHALL CORRESPOND WITH THE
VALUES LISTED IN ASTM D-2239, WITH A STANDARD DIMENSION RATIO
(SDR) OF 9.
E. TUBING SHALL BE FULLY LABELED WITH BRAND NAME AND
MANUFACTURER, NSF SEAL, SIZE, TYPE OF PLASTIC MATERIAL, AND ASTM
DESIGNATION WITH WHICH THE TUBING COMPLIES.
JOINTS
A. JOINTS FOR POLYETHYLENE TUBING SHALL BE OF THE COMPRESSION
TYPE, UTILIZING A TOTALLY CONFINED GRIP SEAL AND COUPLING NUT.
STAINLESS STEEL TUBE STIFFENER INSERTS SHALL ALSO BE USED FOR P.E.
TUBING SERVICES.
B. OTHER TYPE JOINTS MAY BE CONSIDERED FOR SPECIFIC INSTALLATIONS
UPON SUBMISSION OF SPECIFICATIONS AND APPROVAL BY IRCDUS.
INSTALLATION
A. BACKFILL SHALL BE FREE OF ROCKS AND DEBRIS.
B. BENDING RADIUS SHALL BE LARGE ENOUGH SO THAT TUBING IS NOT
CRIMPED OR DAMAGED, AND SO THAT THE FLOW OF WATER IS NOT
RESTRICTED. MANUFACTURER'S MINIMUM RADIUS RECOMMENDATIONS ARE
TO BE UTILIZED DURING INSTALLATION OF PE TUBING.
WATER SERVICES
POLYETHYLENE PIPES
SCOPE
THIS SECTION COVERS POLYETHYLENE (PE) PIPE AND FITTINGS.
GENERAL
A. POLYETHYLENE (PE) PIPE SHALL BE ALLOWED FOR USE AS ALL PRESSURE
UTILITY PIPES WHERE COMPATIBLE WITH THE SPECIFIC CONDITIONS OF THE
PROJECT. THE USE OF MATERIAL OTHER THAN PE PIPE MAY BE REQUIRED
BY IRCDUS DURING CONSTRUCTION PERMIT REVIEW OR BY IRCDUS FIELD
PERSONNEL DURING CONSTRUCTION IF IT IS DETERMINED THAT PE IS
UNSUITABLE FOR THE PARTICULAR APPLICATION.
B. DOCUMENTATION FROM THE RESIN'S MANUFACTURE SHOWING RESULTS OF
THE FOLLOWING TESTS FOR RESIN IDENTIFICATION:
1. MELT FLOW INDEX ASTM D1238
2. DENSITY ASTM D1505
C. ALL PE PIPE AND FITTINGS SHALL BE FROM A SINGLE MANUFACTURER, WHO
IS FULLY EXPERIENCED, REPUTABLE AND QUALIFIED IN THE MANUFACTURING
OF THE PE PIPE TO BE FURNISHED. THE PIPE SHALL BE DESIGNATED,
CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THE BEST PRACTICES
AND METHODS AND SHALL COMPLY WITH THESE SPECIFICATIONS. SEE
APPROVED MANUFACTURER'S PRODUCT LIST.
D. FINISHED PRODUCT EVALUATION
1. PRODUCTION STAFF FOR THE ITEMS LISTED BELOW SHALL CHECK
EACH LENGTH OF PIPE PRODUCED. THE RESULTS OF ALL
MEASUREMENTS SHALL BE RECORDED ON PRODUCTION SHEETS
THAT BECOME PART OF THE MANUFACTURER'S PERMANENT
RECORDS.
A. PIPE IN PROCESS SHALL BE CHECKED VISUALLY, INSIDE
AND OUT FOR COSMETIC DEFECTS (GROOVES, PITS,
HOLLOWS, ETC.)
B. PIPE OUTSIDE DIAMETER SHALL BE MEASURED USING A SUITABLE
PERIPHERY TAPE TO ENSURE CONFORMANCE WITH ASTM
F714 OR ASTM 03035 WHICHEVER IS APPLICABLE.
C. PIPE WALL THICKNESS SHALL BE MEASURED AT 12 EQUALLY
SPACED LOCATIONS AROUND THE CIRCUMFERENCE AT BOTH
ENDS OF THE PIPE TO ENSURE CONFORMANCE WITH ASTM
F714 OR ASTM 03035, WHICHEVER IS APPLICABLE.
D. PIPE LENGTH SHALL BE MEASURED.
E. PIPE MARKING SHALL BE EXAMINED AND CHECKED FOR
ACCURACY.
F. PIPE ENDS SHALL BE CHECKED TO ENSURE THEY ARE CUT
SQUARE AND CLEAN.
G. SUBJECT INSIDE SURFACE TO A REVERSE BEND TEST TO ENSURE
THE PIPE IS FREE OF OXIDATION (BRITTLENESS).
E. STRESS REGRESSION TESTING
1. THE POLYETHYLENE PIPE MANUFACTURER SHALL PROVIDE CERTIFICATION
THAT STRESS REGRESSION TESTING HAS BEEN PERFORMED ON THE
SPECIFIC POLYETHYLENE RESIN BEING UTILIZED IN THE
MANUFACTURING OF THIS PRODUCT. THIS STRESS REGRESSION TESTING
SHALL HAVE BEEN DONE IN ACCORDANCE WITH ASTM D2837 AND THE
MANUFACTURER SHALL PROVIDE A PRODUCT SUPPLYING A MINIMUM
HYDROSTATIC DESIGN BASIS (HDB) OF 1,600 PSI AS DETERMINED IN
ACCORDANCE WITH D2837.
F. CONTRACTOR IS RESPONSIBLE FOR COMPATIBILITY BETWEEN PIPE MATERIALS,
FITTINGS AND APPURTENANCES.
G. THE PIPE MANUFACTURER SHALL PROVIDE A WARRANTY AGAINST
MANUFACTURING DEFECTS OF MATERIAL AND WORKMANSHIP FOR A PERIOD
OF 10 (TEN) YEARS AFTER THE FINAL ACCEPTANCE OF THE PROJECT BY
THE IRCDUS. THE MANUFACTURER SHALL REPLACE AT NO EXPENSE TO THE
IRCDUS ANY DEFECTIVE PIPE MATERIAL INCLUDING LABOR WITHIN THE
WARRANTY PERIOD.
MATERIALS FOR PIPE SIZES 4" AND LARGER
A. MATERIALS USED FOR THE MANUFACTURE OF POLYETHYLENE PIPE AND
FITTINGS SHALL BE MADE FROM A PE 3408 POLYETHYLENE RESIN
COMPOUND MEETING CELL CLASSIFICATION 334434D PER ASTM D3350;
AND MEETING TYPE III, CLASS C, CATEGORY 5, GRADE P34 PER ASTM
D1248
B. POLYETHYLENE (PE) PIPE SHALL COMPLY WITH AWWA STANDARD
SPECIFICATIONS C906-99.
C. IF REWORK COMPOUNDS ARE REQUIRED, ONLY THOSE GENERATED IN
THE MANUFACTURER'S OWN PLANT FROM RESIN COMPOUNDS OF THE
SAME CLASS AND TYPE FROM THE SAME RAW MATERIAL SUPPLIER SHALL
BE USED.
AND WORKMANSHIP SHALL BE AS SPECIFIED
D. DIMENSIONSBY ASTM F714.
PE FITTINGS AND TRANSITIONS SHALL MEET ASTM D3261. PE PIPE
SHALL HAVE A MINIMUM DENSITY OF 0.955 GRAMS PER CUBIC CENTIMETER
ALL PE PIPE AND FITTINGS SHALL HAVE A HYDROSTATIC DESIGN
BASIS (HDB) OF 1,600 PSI.
AND ACCESSORIES 3 AND GREATER IN DIAMETER
E. PE PIPE ,SHALL BE
RATED FOR 160 PSI AT 73.4' F MEETING THE REQUIREMENTS OF
STANDARD DIMENSION RATIO (SDR) 11 AS MINIMUM STRENGTH.
F. THE PIPE MANUFACTURER MUST CERTIFY COMPLIANCE, WITH THE ABOVE
REQUIREMENTS.
MATERIALS FOR PIPE SIZES 3" AND UNDER
A. MATERIALS USED FOR THE MANUFACTURE OF POLYETHYLENE PIPE AND
FITTINGS SHALL BE MADE FROM A PE 3408 POLYETHYLENE RESIN
COMPOUND MEETING CELL CLASSIFICATION 345434C PER ASTM D3350;
AND MEETING TYPE III, CLASS C. CATEGORY 5, GRADE P34 PER ASTM
D1248
B. POLYETHYLENE (PE) PIPE SHALL COMPLY WITH AWWA STANDARD
SPECIFICATIONS C901-96.
C. IF REWORK COMPOUNDS ARE REQUIRED, ONLY THOSE GENERATED IN
THE MANUFACTURER'S OWN PLANT FROM RESIN COMPOUNDS OF THE
SAME CLASS AND TYPE FROM THE SAME RAW MATERIAL SUPPLIER SHALL
BE USED.
D. DIMENSIONS AND WORKMANSHIP SHALL BE AS SPECIFIED BY ASTM D3035.
PE FITTINGS AND TRANSITIONS SHALL MEET ASTM D3261. PE PIPE
SHALL HAVE A MINIMUM DENSITY OF 0.955 GRAMS PER CUBIC CENTIMETER
ALL PE PIPE AND FITTINGS SHALL HAVE A HYDROSTATIC DESIGN
BASIS (HDB) OF 1,600 PSI.
E. PE PIPE AND ACCESSORIES 3" AND GREATER IN DIAMETER. SHALL BE
RATED FOR 160 PSI AT 73.4' F MEETING THE REQUIREMENTS OF
STANDARD DIMENSION RATIO (SDR) 11 AS MINIMUM STRENGTH.
F. THE PIPE MANUFACTURER MUST CERTIFY COMPLIANCE, WITH THE ABOVE
REQUIREMENTS.
FITTINGS
A. ALL MOLDED FITTINGS AND FABRICATED FITTINGS SHALL BE FULLY
PRESSURE RATED TO.MATCH THE PIPE SDR PRESSURE RATING TO WHICH
THEY ARE MADE. ALL FITTINGS SHALL BE MOLDED OR FABRICATED BY
THE MANUFACTURER. NO CONTRACTOR FABRICATED FITTINGS SHALL BE
USED UNLESS APPROVED BY THE ENGINEER.
B. THE MANUFACTURER OF THE PE PIPE SHALL
SUPPLY OR SPECIFY ALL PE FITTINGS AND
ACCESSORIES AS WELL AS ANY ADAPTERS
AND OR SPECIALS REQUIRED TO PERFORM
THE WORK AS SHOWN ON THE DRAWINGS
AND SPECIFIED HEREIN.
C. ALL TRANSITION FROM PE PIPE TO PVC OR DUCTILE IRON SHALL BE MADE
PER THE PE, PVC, OR DUCTILE IRON PIPE MANUFACTURER'S RECOMMENDATIONS
AND SPECIFICATIONS WHICHEVER IS MORE STRINGENT. A MOLDED FLANGE
CONNECTOR ADAPTER WITHIN A CARBON STEEL BACK-UP RING ASSEMBLY
SHALL BE USED FOR PIPE TYPE TRANSITIONS. DUCTILE IRON BACK-UP
RINGS SHALL MATE WITH CAST IRON FLANGES PER ANSI B16.1. A 316
STAINLESS STEEL BACK-UP RING SHALL MATE WITH A 316 STAINLESS
FLANGE PER ANSI B16.1.
D. THE PIPE MANUFACTURER MUST CERTIFY COMPLIANCE WITH THE ABOVE
REQUIREMENTS.
JOINTING METHOD
A. THE PE PIPE SHALL BE JOINED WITH BUTT, HEAT FUSION JOINTS. ALL
JOINTS SHALL BE MADE IN STRICT COMPLIANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS.
B. LENGTHS OF PIPE SHALL BE ASSEMBLED INTO SUITABLE INSTALLATION
LENGTHS BY THE BUTT -FUSION PROCESS. ALL PIPE SO JOINED SHALL
BE MADE FROM THE SAME CLASS AND TYPE OF RAW MATERIAL MADE BY
SAME RAW MATERIAL SUPPLIER. PIPE SHALL BE FURNISHED IN STANDARD
LAYING LENGTH'S NOT TO EXCEED 50 FEET.
C. THE POLYETHYLENE FLANGE ADAPTERS AT PIPE MATERIAL TRANSITIONS
SHALL BE BACKED UP BY STAINLESS STEEL FLANGES CONFORMING TO
ANSI B16.1 AND SHAPED AS NECESSARY TO SUIT THE OUTSIDE DIMENSIONS
OF THE PIPE. THE FLANGE ADAPTER ASSEMBLIES SHALL BE CONNECTED
WITH CORROSION RESISTING BOLTS AND NUTS OF TYPE 316 STAINLESS
STEEL AS SPECIFIED IN ASTM A726 AND ASTM A307. ALL BOLTS SHALT_
BE TIGHTENED TO THE MANUFACTURER'S SPECIFIED TORQUES. BOLTS
SHALL BE TIGHTENED ALTERNATIVELY AND EVENLY.
PIPE IDENTIFICATION
A. THE FOLLOWING SHALL BE CONTINUOUSLY INDENT PRINTED ON THE
PIPE OR SPACED AT INTERVALS NOT EXCEEDING 5 -FT.
1. NAME AND/OR TRADEMARK OF THE PIPE MANUFACTURER
2. NOMINAL PIPE SIZE.
3. DIMENSION RATIO.
4. THE LETTERS PE FOLLOWED BY THE POLYETHYLENE GRADE
IN ACCORDANCE WITH ASTM D1248, FOLLOWED BY THE
HYDROSTATIC DESIGN BASIS, E.G. PE 3408.
5. MANUFACTURING STANDARD REFERENCE, E.G. ASTM F714 OR
D3035. AS REQUIRED.
6. A PRODUCTION CODE FROM WHICH THE DATE AND PLACE OF
MANUFACTURE CAN BE DETERMINED.
B. NUMBER 10 STRANDED CONDUCTOR COPPER TRACE WIRE SHALL BE SPIRAL
WRAPPED OR AFFIXED TO THE TOP OF ALL PIPE FITTINGS. SEE TRACE
WIRE DETAIL M-16 FOR SPECIFICATIONS REGARDING INSTALLATION.
INSTALLATIONY P
B OPEN CUT METHOD
A. POLYETHYLENE (PE) PIPE SHALL BE INSTALLED IN ACCORDANCE WITH
THE INSTRUCTION OF THE MANUFACTURER, AS SHOWN ON THE DRAWINGS
AND AS SPECIFIED HEREIN. A FACTORY QUALIFIED JOINING TECHNICIAN
AS DESIGNATED BY THE PIPE MANUFACTURER SHALL DO ALL HEAT FUSION
JOINTS.
B. CARE SHALL BE TAKEN IN LOADING, TRANSPORTING AND UNLOADING
TO PREVENT INJURY TO THE PIPE. PIPE OR FITTING SHALL NOT BE
DROPPED. ALL PIPE OR FITTINGS SHALL BE EXAMINED BEFORE
INSTALLATION, AND NO PIECE SHALL BE INSTALLED WHICH IS FOUND
TO BE DEFECTIVE. ANY DAMAGE TO THE PIPE SHALL BE REPAIRED AS
DIRECTED BY THE ENGINEER OF RECORD AND IRCDUS. IF ANY DEFECTIVE
PIPE IS DISCOVERED AFTER IT HAS BEEN INSTALLED, IT SHALL BE
REMOVED AND REPLACED WITH A SOUND PIPE IN A SATISFACTORY
MANNER BY THE CONTRACTOR, AT HIS OWN EXPENSE.
C. UNDER NO CIRCUMSTANCES SHALL THE PIPE OR ACCESSORIES BE DROPPED
INTO THE TRENCH.
D. CARE SHALL BE TAKEN DURING TRANSPORTATION OF THE PIPE SUCH THAT
IT WILL NOT BE CUT, KINKED OR OTHERWISE DAMAGED.
E. ROPES, FABRIC OR RUBBER PROTECTED SLINGS AND STRAPS SHALL BE
USED WHEN HANDLING PIPES. CHAINS, CABLES OR HOOKS INSERTED INTO
THE PIPE ENDS SHALL NOT BE USED. TWO SLINGS SPREAD APART SHALL
BE USED FOR LIFTING EACH LENGTH OF PIPE.
F. PIPES SHALL BE STORED ON LEVEL GROUND, PREFERABLY TURF OR SAND,
FREE OF SHARP OBJECTS, WHICH COULD DAMAGE THE PIPE. STACKING
OF THE POLYETHYLENE PIPE SHALL BE LIMITED TO A HEIGHT THAT WILL
NOT CAUSE EXCESSIVE DEFORMATION OF THE BOTTOM LAYERS OF PIPES
UNDER ANTICIPATED TEMPERATURE CONDITIONS. WHERE NECESSARY DUE
TO GROUND CONDITIONS, THE PIPE SHALL BE STORED IN WOODED SLEEPERS
SPACED SUITABLY AND OF SUCH WIDTH AS NOT TO ALLOW DEFORMATION
OF THE PIPE AT THE POINT OF CONTACT WITH THE SLEEPER OR BETWEEN
SUPPORTS.
G. CARE SHALL BE EXERCISED WHEN LOWERING PIPE INTO THE TRENCH TO
PREVENT DAMAGE OR TWISTING OF THE PIPE.
H. PIPE SHALL BE LAID TO LINES AND GRADE AS SHOWN ON THE DRAWINGS
WITH BEDDING AND BACKFILL AS SHOWN ON THE DRAWINGS.
1. WHEN INSTALLATION OF PIPE IS NOT IN PROGRESS, INCLUDING LUNCHTIME
THE OPEN ENDS OF THE PIPE SHALL BE CLOSED BY FABRICATED PLUGS,
OR BY OTHER APPROVED MEANS.
J. PIPE SHALL BE STORED ON CLEAN LEVEL GROUND TO PREVENT UNDUE
SCRATCHING OR GOUGING. THE HANDLING OF THE PIPE SHALL BE IN SUCH
A MANNER THAT THE PIPE IS NOT DAMAGED BY DRAGGING IT OVER SHARP
AND CUTTING OBJECTS. THE MAXIMUM ALLOWABLE DEPTH OF CUTS,
SCRATCHES AND GOUGES ON THE EXTERIOR OF THE PIPE IS 5 PERCENT
OF THE WALL THICKNESS. SECTIONS OF PIPES WITH CUTS, SCRATCHES OR
GOUGES EXCEEDING FIVE PERCENT OF THE PIPE WALL THICKNESS SHALL
BE REMOVED COMPLETELY AND THE ENDS OF THE PIPELINE REJOINED.
THE INTERIOR PIPE SHALL BE FREE OF CUTS, GOUGES OR SCRATCHES.
K. THE PIPE SHALL BE JOINED BY THE METHOD OF THERMAL BUTT FUSION,
AS OUTLINED IN ASTM D2657. ALL JOINTS SHALL BE MADE IN STRICT
COMPLIANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
L. MECHANICAL CONNECTIONS OF THE POLYETHYLENE PIPE TO AUXILIARY
EQUIPMENT SUCH AS VALVES, PUMPS AND TANKS SHALL BE THROUGH
FLANGED CONNECTIONS WHICH SHALL CONSIST OF THE FOLLOWING:
1. A POLYETHYLENE FLANGE SHALL BE THERMALLY BUTT FUSED TO
THE STUB END OF THE PIPE. A STAINLESS STEEL OR DUCTILE IRON
BACK UP RING SHALL BE USED ON BOTH SIDES OF THE CONNECTION
PRIOR TO THERMALLY BUTT FUSING THE POLYETHYLENE FLANGE.
2. A 316 STAINLESS STEEL BACK UP RING SHALL MATE WITH A 316
STAINLESS STEEL FLANGE.
3. DUCTILE IRON BACK UP RINGS SHALL MATE WITH CAST IRON FLANGES.
M. FLANGE CONNECTIONS SHALL BE PROVIDED WITH A FULL FACE NEOPRENE
GASKET.
N. ALL PE PIPE MUST BE AT A TEMPERATURE OF THE SURROUNDING SOIL AT
THE TIME OF BACKFILLING AND COMPACTION.
0. NO SINGLE PIECE OF PIPE SHALL BE LAID UNLESS IT IS STRAIGHT. THE
CENTERLINE OF THE PIPE SHALL NOT DEVIATE FROM A STRAIGHT LINE
DRAWN BETWEEN THE CENTERS TE OF THE OPENINGS AT THE ENDS OF THE
PIPE BY MORE THAN 1/16" PER FOOT OF LENGTH. IF A PIECE OF PIPE
FAILS TO MEET THIS REQUIREMENT CHECK FOR STRAIGHTNESS, IT SHALL
BE REJECTED AND REMOVED FROM THE SITE. LAYING INSTRUCTIONS OF
THE MANUFACTURER SHALL BE EXPLICITLY FOLLOWED.
P. IF A DEFECTIVE PIPE IS DISCOVERED AFTER IT HAS BEEN INSTALLED
IT SHALL BE REMOVED AND REPLACED WITH A SOUND PIPE IN A
SATISFACTORY MANNER. ALL PIPE FITTINGS SHALL BE THOROUGHLY
CLEANED BEFORE INSTALLATION, SHALL BE KEPT CLEAN UNTIL THEY ARE
USED IN THE WORK AND WHEN LAID, SHALL CONFORM TO THE LINES AND
GRADES REQUIRED. -,
Q. AS SOON AS THE EXCAVATION IS COMPLETE TO NORMAL GRADE OF THE
BOTTOM OF TRENCH, BEDDING SHALL BE PLACED, COMPACTED AND GRADED
TO PROVIDE FIRM, UNIFORM AND CONTINUOUS SUPPORT FOR THE PIPE. BELL
HOLES SHALL BE'EXCAVATED SO THAT ONLY THE BARREL OF THE PIPE
BEARS UPON THE BEDDING. THE PIPE SHALL BE LAID ACCURATELY TO
THE LINES AND GRADES INDICATED ON THE DRAWINGS. BLOCKING UNDER
THE PIPE WILL NOT BE PERMITTED. BEDDING SHALL BE PLACED EVENLY
ON EACH SIDE OF THE PIPE TO MID -DIAMETER AND HAND TOOLS SHALL BE
USED TO FORCE THE BEDDING UNDER THE HAUNCHES OF THE PIPE AND
INTO THE BELL HOLES TO GIVE FIRM CONTINUOUS SUPPORT FOR THE PIPE.
BEDDING SHALL THEN BE PLACED TO 12" ABOVE THE TOP OF THE PIPE.
THE INITIAL 3' OF BACKFILL ABOVE THE BEDDING SHALL BE PLACED IN
1' LAYERS AND CAREFULLY COMPACTED. GENERALLY THE COMPACTION
SHALL BE DONE EVENLY ON EACH SIDE OF THE PIPE AND COMPACTION
EQUIPMENT SHALL NOT BE OPERATED DIRECTLY OVER THE PIPE UNTIL
SUFFICIENT BACKFILL HAS BEEN PLACED TO ENSURE THAT SUCH
COMPACTION WILL NOT HAVE A DAMAGING EFFECT ON THE PIPE. THE PIPE
MANUFACTURER'S REPRESENTATIVE PRIOR TO USE SHALL APPROVE
EQUIPMENT USED IN COMPACTING THE INITIAL 3' OF BACKFILL
R. GOOD ALIGNMENT SHALL BE PRESERVED DURING INSTALLATION. THE
DEFLECTION OF JOINTS SHALL NOT EXCEED THAT RECOMMENDED BY
MANUFACTURER. FITTINGS, IN ADDITION TO THOSE SHOWN ON THE DRAWINGS
SHALL BE PROVIDED, IF REQUIRED, IN CROSSING UTILITIES THAT MAY
BE ENCOUNTERED UPON OPENING THE TRENCH.
S. EACH LENGTH OF THE PIPE SHALL HAVE THE ASSEMBLY MARK ALIGNED
WITH THE PIPE PREVIOUSLY LAID AND HELD SECURELY UNTIL ENOUGH
BACKFILL HAS BEEN PLACED TO HOD THE PIPE IN PLACE. JOINTS SHALL
NOT BE "PULLED" OR "CRAMPED".
T. BEFORE ANY JOINT IS MADE, THE PIPE SHALL BE CHECKED TO ASSURE THAT
A CLOSE JOINT WITH NEXT ADJOINING PIPE HAS BEEN MAINTAINED AND
THAT THE INVERTS ARE MATCHED AND CONFORM TO THE REQUIRED GRADE.
THE PIPE SHALL NOT BE DRIVEN DOWN TO GRADE BY STRIKING IT.
U. PRECAUTIONS SHALL BE TAKEN TO PREVENT FLOTATION OF THE PIPE IN
THE TRENCH.
V. WHEN MOVEABLE TRENCH BRACING SUCH AS TRENCH BOXES, MOVEABLE
SHEETING, SHORING OR PLATES ARE USED TO SUPPORT THE SIDES OF THE
TRENCH, CARE SHALL BE USED IN PLACING AND MOVING THE BOXES OR
SUPPORTING BRACING TO PREVENT MOVEMENT OF THE PIPE, OR DISTURBANCE
OF THE PIPE BEDDING AND THE BACKFILL TRENCH BOXES, MOVEABLE
SHEETING, SHORING OR PLATES SHALL NOT BE ALLOWED TO EXTEND BELOW
TO THE TOP OF THE PIPE. AS TRENCH BOXES, MOVEABLE SHEETING OR
PLATES ARE MOVED, PIPE BEDDING SHALL BE PLACED TO FILL ANY VOIDS
CREATED AND THE BACKFILL SHALL AGAIN BE COMPACTED TO PROVIDE
UNIFORM SIDE SUPPORT FOR THE PIPE.
W. UNLESS OTHERWISE APPROVED CONCRETE THRUST BLOCKS SHALL BE INSTALLED
AT ALL FITTINGS AND OTHER LOCATIONS AS DIRECTED BY THE ENGINNER.
MINIMUM 13EARING AREA SHALL BE AS SHOWN ON THE DRAWINGS. CONCRETE
SHALL BC PLACED AGAINST UNDISTURBED MATERIAL AND SHALL NOT COVER
JOINTS, BOLTS OR NUTS, OR INTERFERE WITH THE REMOVAL OF ANY JOINT.
WOODEN SIDE FORMS SHALL BE PROVIDED FOR THRUST BLOCKS.
X. RESTRAINED JOINTS SHALL BE INSTALLED WHERE SHOWN ON THE DRAWINGS,
REQUIRED BY IRCDUS STANDARDS, OR AS DIRECTED BY THE ENGINEER.
MARKING FOR OPEN CUT METHOD
A. NUMBER 10 STRANDED CONDUCTOR COPPER TRACE WIRE SHALL BE SPIRAL
WRAPPED OR AFFIXED TO THE TOP OF THE PIPE. SEE TRACE WIRE DETAIL
M-14 FOR SPECIFICATIONS REGARDING INSTALLATION.
S. TRACE WIRE IS REQUIRED OVER ALL PIPES.
I
C. A 2" WIDE MAGNETIC I.D. LOCATION TAPE :IS REQUIRED OVER ALL PIPES.
TAPE IS TO BE INSTALLED 12" BELOW PROPOSED FINISHED GRADE.
TRENCHLESS INSTALLATION OF PRESSURE MAINS
BY DIRECTIONAL BORING
A. DESCRIPTION
1. PORTIONS OF THE PRESSURE MAINS SHALL BE INSTALLED BY THE
DIRECTIONAL BORE METHOD WITHIN THE LIMITS INDICATED ON THE
CONTRACT PLANS AND AS SPECIFIED HEREIN. GENERALLY, AS A
MINIMUM, THE PRESSURE MAIN IS TO BE LOCATED WITHIN THE ROAD
RIGHT-OF-WAY AND SHALL BE INSTALLED BY DIRECTIONAL BORING.
2. THIS SECTION INCLUDES MATERIAL, PERFORMANCE AND INSTALLATION
STANDARDS, AND THE CONTRACTOR'S RESPONSIBILITIES ASSOCIATED
WITH THE FURNISHING OF LABOR, MATERIAL, EQUIPMENT, AND
IDENTICAL REQUIRED TO
Q INSTALL, COMPLETE REQUIRED TRENCHLESS
INSTALLATION OF PRESSURE MAINS, AS SHOWN ON THE DRAWINGS AND
AS SPECIFIED HEREIN.
B. EXPERIENCE
1. THE CONTRACTOR MUST DEMONSTRATE EXPERTISE IN TRENCHLESS METHOD
BY PROVIDING A LIST OF TEN (10) UTILITY REFERENCES FOR WHICH SIMILAR
WORK HAS BEEN PERFORMED IN THE LAST TWO YEARS. THE REFERENCES
SHOULD INCLUDE NAME AND PHONE NUMBER WHERE THE CONTACT CAN BE
MADE TO VERIFY THE CONTRACTOR'S CAPABILITY. THE CONTRACTOR MUST
PROVIDE DOCUMENTATION SHOWING SUCCESSFUL COMPLETION OF THE
PROJECT USED FOR REFERENCE. CONVENTIONAL TRENCHING EXPERIENCE WILL
NOT BE CONSIDERED APPLICABLE.
2. SUPERVISORY PERSONNEL MUST BE ADEQUATELY TRAINED AND SHALL
HAVE AT LEAST FOUR (4) YEARS EXPERIENCE IN DIRECTIONAL BORING.
THE CONTRACTOR SHALL SUBMIT THE NAMES AND RESUMES OF ALL
SUPERVISORY PERSONNEL PRIOR TO CONSTRUCTION.
3. BECAUSE OF TIME CONSTRAINTS, THE CONTRACTOR MAY WISH TO PROVIDE
MULTIPLE EXPERIENCED DIRECTIONAL BORE CREWS.
4. DIRECTIONAL BORING EQUIPMENT SHALL BE CAPABLE OF INSTALLING
THE MINIMUM PIPE DIAMETER NOTED ON THE DRAWINGS.
C. SUBMITTALS
1. SUBMIT TECHNICAL DATA FOR EQUIPMENT INCLUDING CLAY SLURRY MATERIAL
METHOD OF INSTALLATION WITH WORKING DRAWINGS, AND PROPOSED
SEQUENCE OF CONSTRUCTION FOR APPROVAL BY THE ENGINEER.
2. PRIOR APPROVAL FOR DIRECTIONAL BORING, THE CONTRACTOR MUST
SUBMIT THE NAMES OF SUPERVISORY PERSONNEL, AND HISTORY INFORMATION
OF THE DIRECTIONAL
BORING EXPERIENCE. IN ADDITION, THE CONTRACTOR
MUST SUBMIT FOR APPROVAL THE NAMEPLATE, DATA FOR DRILLING
EQUIPMENT, MOBILE SPOILS REMOVAL UNITS AND MATERIAL SAFETY DATA
SHEETS (MSDS) INFORMATION FOR THE DRILLING SLURRY COMPOUNDS.
3. THE CONTRACTOR IS REQUIRED TO BRING TO THE ATTENTION OF THE ENGINEER
ANY KNOWN DESIGN DISCREPANCIES WITH ACTUAL TUNNELING METHODS
THAT THE CONTRACTOR WILL BE PERFORMING. THIS SHALL BE STATED IN
WRITING TO THE ENGINEER AT THE PRE -CONSTRUCTION MEETING.
D. INSTALLATION
1. INSTALLATION SHALL BE IN A TRENCHLESS MANNER PRODUCING
CONTINUOUS BORES.
2. THE TUNNELING SYSTEM SHALL BE REMOTELY STEERABLE AND PERMIT
ELECTRONIC MONITORING OF TUNNEL DEPTH AND LOCATION. ACCURATE
PLACEMENT OF PIPE WITHIN A t-2" WINDOW IS REQUIRED BOTH
HORIZONTALLY AND VERTICALLY. TURNING CAPABILITY OF 90 -DEGREES
RADIUS IN 40 FEET IS REQUIRED. CONTINUOUS MONITORING OF THE
BORING HEAD ID REQUIRED, INCLUDING ACROSS OPEN WATER IF NECESSARY.
3. THE DIRECTIONAL BORING CONTRACTOR SHALL SUBMIT CERTIFICATION. BY
A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF FLORIDA, THAT
THE DIRECTIONAL BORING HAS BEEN PERFORMED IN ACCORDANCE TO THE
CONSTRUCTION DRAWINGS, AND SHALL SUBMIT SIGNED AND SEALED DRAWINGS.
REC-DRD DRAWINGS (AS -BUILT) SHALL PROVIDE BOTH IN ELECTRONIC
FORMAT AND HARD PAPER COPY.
4. TUNNELING SHALL BE PERFORMED BY A FLUID -CUTTING PROCESS (HIGH
PRESSURE -LOW VOLUME) UTILIZING LIQUID CLAY I.E. BENTONITE. THE
CLAY LINING WILL MAINTAIN TUNNEL STABILITY AND PROVIDE
LUBRICATION IN ORDER TO REDUCE FRICTIONAL DRAG WHILE THE PIPE
IS BEING INSTALLED. IN ADDITION, THE CLAY FLUID MUST BE TOTALLY
INERT AND CONTAIN NO ENVIRONMENTAL RISK. THE CONTRACTOR MUST ALSO
HAVE A MOBILE VACUUM SPOILS RECOVERY VEHICLE ON SITE TO
REMOVE THE DRILLING SPOILS FROM THE JOB SITE AND BE PROPERLY
DISPOSED OF OFF THE SITE. THE DRILLING SPOILS SHALL NOT UNDER
ANY CIRCUMSTANCES, BE DISPOSED INTO A SANITARY SEWER, STORM OR
OTHER PUBLIC OR PRIVATE DRAINAGE SYSTEM. SPOILS MAY BE TRANSPORTED
TO THE COUNTY'S SOLID WASTE FACILITY AND THE COST OF DISPOSAL
SHALL BE BORNE BY THE CONTRACTOR.
5. LIQUID CLAY TYPE COLLOIDAL DRILLING FLUID SHALL CONSIST OF AT
LEAST 10 PERCENT OF HIGH-GRADE CAREFULLY PROCESSED BENTONITE
TO CONSOLIDATE CUTTINGS OF THE SOIL, TO SEAL THE WALLS OF THE
HOLE, AND TO FURNISH LUBRICATION FOR SUBSEQUENT REMOVAL OF
CUTTINGS. THE SLURRY THAT IS HEAVIER THAN THE SURROUNDING
MATERIAL IS HIGH IN COLLOIDS OF THE BENTONITE TYPE AND IT WILL
DEPOSIT A THIN FILTER CAKE OF LOW PERMEABILITY MATERIAL ON THE
WALLS OF THE BORE.
6. PNEUMATIC OR WATER JETTING METHODS WILL BE CONSIDERED
UNACCEPTABLE DUE TO THE POSSIBILITY OF SURFACE SUBSIDENCE.
7. AFTER AN INITIAL BORE HAS BEEN COMPLETED, A REAMER WILL BE
INSTALLED AT THE TERMINATION PIT AN THE PIPE SHALL BE PULLED
BACK TO THE STARTING PIT. THE REAMER SHALL BE CAPABLE OF
DISCHARGING LIQUID CLAY TO FACILITATE THE INSTALLATION OF THE
PIPE INTO A STABILIZED AND LUBRICATED TUNNEL.
8. A MINIMUM OF TWO (2) INSULATED #10 STRANDED TRACER WIRE SHALL
BE INSTALLED ALONG WITH THE PE PIPE. THE TRACER WIRE SHALL BE
TESTED FOR CONTINUITY UPON COMPLETED INSTALLATION. SHOULD BOTH
TRACER WIRES FAIL TO TEST FOR CONTINUITY THEN TEST SHALL BE
CONSIDERED A FAILURE AND THE WIRES SHALL BE REPLACED. TRACING
WIRES, #10 STRANDED CONDUCTOR COPPER, SHALL BE WRAPPED OR
AFFIXED TO THE TOP OF THE PIPE AND FITTINGS.
9. UPON COMPLETION OF BORING AND PIPE INSTALLATION, THE CONTRACTOR
SHALL REMOVE ALL SPOILS FROM THE STARTING AND TERMINATION PITS.
ALL PITS SHALL BE RESTORED TO THEIR ORIGINAL CONDITION.
10. EROSION CONTROL MEASURES SHALL BE THE RESPONSIBILITY OF THE
ENGINEER AND THE CONTRACTOR.
MISCELLANEOUS VALVES
AND APPURTENANCES
GENERAL
A. ALL OF THE TYPES OF VALVES AND APPURTENANCES SHALL BE
PRODUCTS OF WELL-ESTABLISHED REPUTABLE FIRMS WHO ARE FULLY
EXPERIENCED AND QUALIFIED IN THE MANUFACTURE OF THE
PARTICULAR EQUIPMENT TO BE FURNISHED. THE EQUIPMENT SHALL BE
DESIGNED, CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THE
BEST PRACTICES AND METHODS AND SHALL COMPLY WITH THESE
SPECIFICATIONS AS APPLICABLE.
B. ALL VALVES AND APPURTENANCES SHALL HAVE THE NAME OF THE
MAKER AND THE WORKING PRESSURE FOR WHICH THEY ARE DESIGNED
CAST IN RAISED LETTERS UPON SOME APPROPRIATE PART OF THE BODY.
C. ALL BURIED VALVES SHALL BE MECHANICAL JOINT. ALL ABOVE -GROUND
VALVES SHALL BE FLANGED.
D. GATE VALVES SHALL BE USED ON WATER LINES. BUTTERFLY VALVES
MAY BE USED IN LIEU OF GATE VALVES FOR SIZES 12" AND LARGER.
E. PLUG VALVES SHALL BE USED IN FORCEMAIN APPLICATIONS.
F. VALVES AND APPURTENANCES OTHER THAN THOSE SPECIFICALLY
CALLED OUT IN THIS SECTION MAY BE APPROVED FOR USE BY INDIAN
RIVER COUNTY UTILITIES DEPARTMENT ON A CASE-BY-CASE BASIS.
CRITERIA FOR APPROVAL SHALL INCLUDE THE INTERCHANGEABILITY OF
THE VALVE OR APPURTENANCE, OR ITS PARTS, WITH THOSE BRANDS
SPECIFICALLY CALLED OUT IN THESE SPECIFICATIONS.
GATE VALVES (4 -INCH AND LARGER)
A. ALL BURIED GATE VALVES SHALL MEET THE REQUIREMENTS OF AWWA
C509. VALVES SHALL BE RATED FOR 150 PSI WORKING PRESSURE AND A
MINIMUM 300 PSI TEST PRESSURE. VALVES SHALL BE IRON BODY,
BRONZE -MOUNTED, RESILIENT SEATED, NON -RISING STEM TYPE FITTED
WITH "O-RING" SEALS. THE OPERATING NUTS SHALL BE STANDARD
AWWA 2" SQUARE. ALL VALVES SHALL OPEN COUNTERCLOCKWISE.
STUFFING BOXES SHALL BE THE "O-RING" TYPE. GATE VALVES SHALL BE
MECHANICAL JOINT, ANSI STANDARD 21.11, EXCEPT WHERE SHOWN
OTHERWISE.
B. WHERE REQUIRED, GATE VALVES SHALL DE PROVIDED WITH A BOX CAST
IN THE SLAB AND A BOX COVER. BOX COVER OPENING SHALL BE FOR
VALVE STEM AND NUT. VALVE WRENCHES AND EXTENSION STEMS
SHALL BE PROVIDED BY THE MANUFACTURER TO ACTUATE THE VALVES.
THE FLOOR BOX AND COVER SHALL BE CAST IRON AND EQUAL TO THOSE
MANUFACTURED BY M & H, CLOW, AMERICAN DARLING, DEZURIK, OR
APPROVED EQUAL (SEE DRAWING NO. M-7).
FIRE HYDRANTS
FIRE HYDRANTS SHALL BE TRAFFIC TYPE, 5 1/4" VALVE OPENING AND
MANUFACTURED BY MUELLER COMPANY, A423, CLOW MEDALLION OR
AMERICAN -DARLING B -84-B. FIRE HYDRANTS SHALL COMPLY WITH THE CURRENT
AWWA STANDARD SPECIFICATION C502 FOR FIRE HYDRANTS FOR WATER WORKS
SERVICE. EACH HYDRANT SHALL HAVE 6" MECHANICAL JOINT ENDS WITH
HARNESSING LUGS ("DOG EARS") AND SHALL OPEN TURNING TO THE LEFT
(COUNTERCLOCKWISE). FIRE HYDRANT SHALL BE OF AMPLE LENGTH FOR 18"
CLEARANCE ABOVE CENTERLINE OF ROADWAY. IT SHALL BE PROVIDED WITH TWO
2 1/2" HOSE NOZZLES AND ONE 4 1/2" PUMPER NOZZLE, ALL HAVING NATIONAL
STANDARD HOSE THREADS. NOZZLES SHALL HAVE CAPS ATTACHED BY CHAINS.
OPERATING NUTS SHALL BE AWWA STANDARD (PENTAGONAL, MEASURING 1 1/2"
POINT TO FLAT). FIRE HYDRANTS SHALL BE EQUIPPED WITH "0 -RING" PACKING.
FIRE HYDRANT SHALL BE PAINTED FEDERAL SAFETY RED.
BACKFLOW PREVENTERS
ALL BACKFLOW PREVENTERS SHALL BE MOUNTED ABOVEGROUND, IN NON- TRAFFIC
AREAS ON THE CUSTOMERS' SIDE OF THE METER. ABOVEGROUND PIPING SHALL BE
DUCTILE IRON. BRASS OR COPPER PIPE MAY BE USED FOR PIPE 2" IN DIAMETER
OR SMALLER. BACKFLOW PREVENTERS SHALL BE OF REDUCED PRESSURE/DOUBLE
CHECK TYPE WITH TWO (2) INDEPENDENTLY OPERATING CHECK VALVES, AND SHALL
BE DESIGNED TO OPERATE IN A HORIZONTAL FLOW MODE. AN INDEPENDENT RELIEF
VALVE SHALL BE LOCATED BETWEEN THE TWO CHECK VALVES. REDUCED
PRE SUR FEA
S E TORE
HALL BE INCLUDED IN
HI HAZARD APPLICATIONS.
GH H ZA D PPLIC TIONS.
PREVENTERS SHALL BE UNIVERSITY OF SOUTHERN CALIFORNIA (USC) APPROVED
AND AS MANUFACTURED BY HERSEY PRODUCTS, INC., OR EQUAL.
VALVE BOXES
A. ALL BURIED VALVES SHALL HAVE CAST IRON TWO OR THREE-PIECE
VALVE BOXES WITH CAST IRON COVERS. VALVE BOXES SHALL BE
PROVIDED WITH SUITABLE HEAVY BONNETS AND EXTEND TO MATCH
FINISHED GRADE SURFACE AS DIRECTED BY ENGINEER. THE BARREL
SHALL BE ONE OR TWO-PIECE, SCREW TYPE, HAVING 5 1/4" SHAFT.
COVERS SHALL HAVE "WATER" CAST INTO THE TOP FOR ALL WATER
MAINS AND "SEWER" CAST INTO THE TOP OF ALL WASTEWATER
FORCEMAINS. ALL VALVES SHALL HAVE ACTUATING NUTS EXTENDED TO
WITHIN SIX INCHES OF THE TOP OF VALVE BOX COVER.
B. VALVE BOXES SHALL BE PROVIDED WITH CONCRETE BASE AND VALVE
NAMEPLATE, WITH SUITABLE ANCHORS FOR CASTING IN CONCRETE.
NAMEPLATE SHALL BE 3" IN DIAMETER BRONZE DISK WITH RAISED
LETTERING 1/8" HIGH, AS SHOWN ON THE DRAWINGS AND
MANUFACTURED BY SHIEDOW BRONZE CORPORATION, KINGWOOD, WEST
VIRGINIA, OR EQUAL.
C. VALVE BOXES SHALL BE INSTALLED IN A CONCRETE PAD, AS SPECIFIED IN
DRAWING DETAIL M-7. THE VALVE BOX SHALL BE WRAPPED IN A
POLYETHYLENE SHEATH SO THAT NO DIRECT CONTACT WITH THE
CONCRETE IS MADE.
CORPORATION STOPS
A. CORPORATION STOPS FOR CONNECTIONS T U 0
0 DUCTILE IRON PVC
PIPING SHALL BE ALL BRASS OR BRONZE SUITABLE FOR 150 PSI
OPERATING PRESSURE, SHALL BE IRON PIPE THREAD DESIGN, SHALL BE
SIMILAR TO MUELLER CO. H-10046 OR EQUAL, AND SHALL BE OF SIZES
REQUIRED AND/OR NOTED ON THE DRAWINGS.
B. SADDLES SHALL BE STAINLESS STEEL DOUBLE STRAP WITH IRON SADDLE
AS MANUFAC U
T RED BY FORD METER
BOX
CO. OR APPROVED EQUAL Q L BY
INDIAN RIVER COUNTY UTILITIES DEPARTMENT.
TAPPING SLEEVES AND VALVES
A. TAPPING SLEEVES SHALL BE THE MECHANICAL JOINT TYPE WITH
DUCTILE IRON BODIES AND THE APPROPRIATE GASKETS FOR EACH TYPE
OF SERVICE MAIN, AND BE AS MANUFACTURED BY MUELLER COMPANY,
OR APPROVED EQUAL.
B. TAPPING VALVES SHALL BE MECHANICAL JOINT AND SPECIFICALLY FOR
THE PURPOSE OF TAPPING PRESSURIZED MAINS, AND BE AS
MANUFACTURED BY MUELLER COMPANY, OR APPROVED EQUAL.
C. STAINLESS STEEL WRAPAROUND TAPPING SLEEVE AND VALVE MAY BE
USED IF APPROVED BY THE DEPARTMENT OF UTILITY SERVICES.
TESTING AND INSPECTION OF WATER
MAINS, WASTEWATER FORCEMAINS
AND GRAVITY SEWERS
PRESSURE AND LEAKAGE TESTS OF UNDERGROUND PRESSURE PIPING
A. HYDROSTATIC PRESSURE AND LEAKAGE TESTS SHALL CONFORM WITH
SECTION 4 OF THE LATEST EDITION OF AWWA C-600 SPECIFICATIONS FOR
D.I.P. AND AWWA M-23 FOR PVC PIPE, WITH THE EXCEPTION THAT THE
CONTRACTOR SHALL FURNISH ALL GAUGES, METERS, PRESSURE PUMPS
AND OTHER EQUIPMENT NEEDED TO TEST THE LINE. ENGINEER OR
DESIGNATED REPRESENTATIVE SHALL BE PRESENT DURING ALL TESTING,
TELEVISING AND FINAL INSPECTIONS.
B. THE PRESSURE REQUIRED FOR THE FIELD HYDROSTATIC PRESSURE TEST
SHALL BE 1.5 TIMES THE NORMAL WORKING PRESSURE AT THE POINT OF
TESTING, AND NOT LESS THAN 1.25 TIMES THE WORKING PRESSURE AT
THE HIGHEST POINT ALONG THE TEST SECTION, BUT NOT LESS THAN 150
PSIG (100 PSIG FOR FORCEMAIN). THE CONTRACTOR SHALL PROVIDE
TEMPORARY PLUGS AND BLOCKING NECESSARY TO MAINTAIN THE
REQUIRED TEST PRESSURE. CORPORATION COCKS AT LEAST 1 INCH IN
DIAMETER, PIPE RISER AND ANGLE GLOBE VALVES SHALL BE PROVIDED
AT EACH PIPE DEAD-END IN ORDER TO BLEED AIR FROM THE LINE.
DURATION OF PRESSURE TEST SHALL BE AT LEAST 2 HOURS. THE COST
OF THESE ITEMS SHALL BE INCLUDED AS PART OF THE TESTING.
C. THE LEAKAGE TEST SHALL BE CONDUCTED CONCURRENTLY WITH THE
HYDROSTATIC PRESSURE TEST AND SHALL BE OF NOT LESS THAN 2
HOURS DURATION. ALL LEAKS EVIDENT AT THE SURFACE SHALL BE
REPAIRED AND LEAKAGE ELIMINATED REGARDLESS OF TOTAL LEAKAGE
AS SHOWN BY TEST. LINES WHICH FAIL TO MEET TESTS SHALL BE
REPAIRED AND RETESTED AS NECESSARY UNTIL TEST REQUIREMENTS
ARE COMPLIED WITH. DEFECTIVE MATERIALS, PIPES, VALVES AND
ACCESSORIES SHALL BE REMOVED AND REPLACED. THE PIPE -LINES
SHALL BE TESTED IN SUCH SECTIONS AS MAY BE DIRECTED BY THE
ENGINEER BY SHUTTING VALVES OR INSTALLING TEMPORARY PLUGS AS
REQUIRED. THE LINE SHALL BE FILLED WITH WATER AND ALL AIR
REMOVED, AND THE PRESSURE SHALL BE MAINTAINED IN THE PIPE FOR
THE ENTIRE TEST PERIOD BY MEANS OF A FORCE PUMP TO BE FURNISHED
BY THE CONTRACTOR. ACCURATE MEANS SHALL BE PROVIDED FOR
MEASURING THE WATER REQUIRED TO MAINTAIN THIS PRESSURE. THE
AMOUNT OF WATER REQUIRED IS A MEASURE OF THE LEAKAGE. TESTING
SHALL BE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS AS SET
FORTH IN SECTION 13 OF AWWA STANDARD C600. THE ALLOWABLE RATE
OF LEAKAGE SHALL BE LESS THAN THE NUMBER OF GALLONS PER HOUR
DETERMINED BY THE FOLLOWING FORMULA:
L=ND X1A
7400
L = ALLOWABLE LEAKAGE IN GALLONS PER HOUR
N = NUMBER OF JOINTS IN THE SECTION TESTED
D = NOMINAL DIAMETER OF THE PIPE IN INCHES
P =AVERAGE TEST PRESSURE MAINTAINED DURING THE LEAKAGE TEST
IN POUNDS PER SQUARE INCH GAUGE
D. THE CONTRACTOR MUST SUBMIT HIS PLAN FOR TESTING TO THE
ENGINEER FOR REVIEW AT LEAST FIVE (5) WORKING DAYS BEFORE
STARTING THE TEST. THE CONTRACTOR SHALL REMOVE AND
ADEQUATELY DISPOSE OF ALL BLOCKING MATERIAL AND EQUIPMENT
AFTER COMPLETION AND ACCEPTANCE OF THE FIELD HYDROSTATIC
TEST, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ANY DAMAGE
TO THE PIPE COATING SHALL BE REPAIRED BY THE CONTRACTOR. LINES
SHALL BE TOTALLY FREE AND CLEAN PRIOR TO FINAL ACCEPTANCE.
E. THE ENGINEER OR THE ENGINEER'S REPRESENTATIVE MUST BE PRESENT
DURING TESTING.
F. NO THRUST BLOCKS SHALL BE BACKFILLED UNTIL INSPECTED BY IRCDUS
INSPECTORS.
DISINFECTING POTABLE WATER PIPELINES
A. BEFORE BEING PLACED IN SERVICE, ALL POTABLE WATER PIPELINES
SHALL BE DISINFECTED IN ACCORDANCE WITH THE LATEST EDITION OF
AWWA C-651, "STANDARD PROCEDURE FOR DISINFECTING WATER MAINS.
THE LOCATION OF THE CHLORINATION AND SAMPLING POINTS WILL BE
AS SHOWN ON THE DRAWINGS. TAPS FOR CHLORINATION AND SAMPLING
SHALL BE UNCOVERED AND BACKFILLED BY THE CONTRACTOR, AS
REQUIRED.
B. THE GENERAL PROCEDURE FOR CHLORINATION SHALL BE FIRST TO FLUSH
ALL DIRTY OR DISCOLORED WATER FROM THE LINES, AND THEN
INTRODUCE CHLORINE IN APPROVED DOSAGES IN ACCORDANCE WITH
TABLE 10-1 THROUGH A TAP AT ONE END, WHILE WATER IS BEING
WITHDRAWN AT THE OTHER END OF THE LINE. THE CHLORINE SOLUTION
SHALL REMAIN IN THE PIPELINE FOR NO LESS THAN 24 HOURS.
C_ FOLLOWING THE CHLORINATION PERIOD, ALL TREATED WATER SHALL BE
FLUSHED FROM THE LINES AT THEIR EXTREMITIES AND REPLACED WITH
WATER FROM THE DISTRIBUTION SYSTEM. BACTERIOLOGICAL SAMPLING
AND ANALYSIS OF THE REPLACEMENT WATER SHALL THEN BE MADE BY
THE ENGINEER IN FULL ACCORDANCE WITH THE AWWA MANUAL C-651.
THE CONTRACTOR WILL BE REQUIRED TO RECHLORINATE, IF NECESSARY.
THE LINE SHALL NOT BE PLACED IN SERVICE UNTIL THE REQUIREMENTS
OF THE STATE AND COUNTY ENVIRONMENTAL HEALTH DEPARTMENT
ARE MET.
D. SPECIAL DISINFECTING PROCEDURES SHALL BE USED IN CONNECTIONS
TO EXISTING MAINS, AND WHERE THE METHOD OUTLINED ABOVE IS NOT
PRACTICAL.
E. THE CONTRACTOR SHALL MAKE ALL ARRANGEMENTS NECESSARY WITH
AN INDEPENDENT COMMERCIAL LABORATORY APPROVED BY THE
DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES (HRS) FOR THE
COLLECTION AND EXAMINATION OF SAMPLES OF WATER FROM
DISINFECTED WATER MAINS. THESE SAMPLES SHALL BE EXAMINED FOR
COMPLIANCE WITH HRS REQUIREMENTS. SAMPLING SHALL BE MADE
DAILY AND CONTINUOUSLY UNTIL TWO SUCCESSIVE EXAMINATIONS ARE
FOUND SATISFACTORY. SHOULD THREE EXAMINATIONS BE FOUND
UNSATISFACTORY, THE LINE SHALL BE FLUSHED AND DISINFECTED
AGAIN. CERTIFIED COPIES OF ALL LABORATORY ANALYSES SHALL BE
PROVIDED TO THE OWNER. THE COST OF ALL SAMPLING, FLUSHING, AND
DISINFECTING SHALL BE INCLUDED IN THE CONTRACT PRICE, AND NO
ADDITIONAL CHARGE SHALL BE MADE TO THE OWNER FORTHIs WORK.
COUNTY PERSONNEL SHALL OPERATE ALL VALVES AND BE PRESENT TO
DETERMINE AND CONTROL THE VOLUME OF WATER USED FOR FLUSHING.
TABLE 10-1
CHLORINE REQUIRED TO PRODUCE A 25 -MGA CONCENTRATION IN 100 FT OF
PIPE BY DIAMETER
PIPE 100 -PERCENT 1 -PERCENT
DIAMETER CHLORINE CHLORINE SOLUTION
(INCHES) (POUNDS) (GALLONS)
4 0.013 0.16
6 0.030 0.36
8 0.054 0.65
10 0.085 1.02
12 0.120 1.44
16 0.217 2.60
GENERAL DESIGN DATA
WATER DISTRIBUTION
A. ALL WATER MAINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE
INDIAN RIVER COUNTY WATER MASTER PLAN, OR CURRENT AWWA
STANDARDS AND CURRENT REGULATORY AGENCY REQUIREMENTS.
B. ALL DISTRIBUTION SYSTEMS WILL BE PROPERLY LOOPED WHERE
FEASIBLE, AND VALVED TO PROVIDE MAXIMUM FLEXIBILITY IN
PROVIDING SERVICE.
C. DESIGN SHALL BE BASED ON AN AVERAGE DAILY CONSUMPTION OF 100
GPCD, A MAXIMUM DAY FACTOR OF 1.5 TIMES AVERAGE DAY, AND A PEAK
HOUR FACTOR OF 3.0 TIMES AVERAGE DAY, PER INDIAN RIVER COUNTY
ORDINANCE.
D. DISTRIBUTION SYSTEMS SHALL BE SIZED TO PROVIDE FOR 100 PERCENT
OF THE COMBINED REQUIRED FIREFLOW AND PEAK HOUR DEMAND RATE,
WHILE MAINTAINING A 20 PSI RESIDUAL PRESSURE IN THE DISTRIBUTION
SYSTEM.
E. ALL WATER MAINS SHALL BE DESIGNED TO PROVIDE A MINIMUM
PRESSURE OF 25 PSI AT GROUND LEVEL AT ALL POINTS IN THE
DISTRIBUTION SYSTEM UNDER ALL CONDITIONS OF FLOW.
F. DEAD-END 4" WATER DISTRIBUTION SYSTEM MAINS MAY BE USED TO
SERVE UP TO 10 ERUs; NO LONGER THAN 300 FEET.
G. FIREFLOW REQUIREMENTS SHALL BE AS OUTLINED WITHIN THE I.S.O..
FIREFLOW REQUIREMENTS.
H. THE MINIMUM SIZE MAIN SERVING FIRE HYDRANTS SHALL BE 6 INCHES IN
RESIDENTIAL AREAS AND 8 INCHES IN COMMERCIAL AREAS.
1. MAXIMUM FIRE HYDRANT SPACING SHALL BE 1000 FEET IN SINGLE
FAMILY RESIDENTIAL AREAS AND 600 FEET IN MULTIPLE -FAMILY
RESIDENTIAL AND COMMERCIAL AREAS.
J. ALL FIRE HYDRANTS SHALL BE PAINTED M -F RED.
K. -ALL FIRE MAINS SHALL BE EQUIPPED WITH A DETECTOR CHECK VALVE AS
SHOWN IN DETAIL W-8.
L. IT SHALL BE DEMONSTRATED TO THE INDIAN RIVER COUNTY UTILITIES
DEPARTMENT THAT THE WATER DISTRIBUTION SYSTEM CAN SUPPLY THE
REQUIRED DEMAND RATE AND FIREFLOW PRIOR TO ACCEPTANCE BY
IRCDUS, AND AN ON-SITE FIREFLOW TEST SHALL BE CONDUCTED BY THE
INDIAN RIVER COUNTY FIRE DEPARTMENT.
RESTRAINED JOINTS
A RESTRAINED JOINTS SHALL BE USED ON LINES LARGER THAN 12 INCH
DIAMETER. IN LIEU OF THRUST BLOCKING ON LINES 12 -INCHES IN
DIAMETER AND SMALLER, AND WITH THE APPROVAL OF THE INDIAN
RIVER COUNTY UTILITIES DEPARTMENT ENGINEER, PIPE HARNESSES
AND/OR TIES OR RESTRAINED PUSH -ON OR RESTRAINED MECHANICAL
JOINTS MAY BE USED. SECTIONS OF PIPING HAVING RESTRAINED JOINTS
OR THOSE REQUIRING RESTRAINED JOINTS SHALL BE CONSTRUCTED
USING PIPE AND FITTINGS WITH RESTRAINED "LOCKED -TYPE" JOINTS,
AND THE JOINTS SHALL BE CAPABLE OF HOLDING AGAINST WITHDRAWAL
FOR LINE PRESSURES UP TO 150 PSI.
THE PIPE AND FITTINGS I NGS SHA
LL BE AS
SHOWN FOR RESTRAINED PUSH -ON JOINTS OR RESTRAINED MECHANICAL
JOINTS ON PAGE 416 IN SECTION VI, IN THE HANDBOOK OF CAST IRON
PIPE 4TH EDITIONET SEE
( DETAIL SHEET MSA).
B. NO SET SCREW RETAINER GLANDS ARE TO BE USED ON PVC/D.I.P. PIPE
CONNECTIONS. USE BOLT RESTRAINER JOINTS ONLY.
C. THE MINIMUM NUMBER OF RESTRAINED JOINTS REQUIRED FOR RESISTING
FORCES AT FITTINGS AND CHANGES IN DIRECTION OF PIPE SHALL BE
DETERMINED FROM THE LENGTH OF RESTRAINED PIPE ON EACH SIDE OF
FITTINGS AND CHANGES IN DIRECTION NECESSARY TO DEVELOP
ADEQUATE RESISTING FRICTION WITH THE SOIL THE FORMULA AND
PARAMETERS GIVEN BELOW SHALL BE USED TO DETERMINE THE
MINIMUM REQUIREMENTS:
L = 1.5PA (1 -COS X)
WHERE: L = LENGTH OF PIPE ON EACH SIDE OF FITTINGS OR CHANGE IN
DIRECTION
P = 150 PSI, UNLESS OTHERWISE NOTED.
A = CROSS-SECTIONAL AREA IN SQUARE INCHES BASED ON OUTSIDE
DIAMETER (O.D.) OF PIPE.
X =ANGLE OF BEND OR CHANGE IN DIRECTION IN DEGREES.
f = COEFFICIENT OF FRICTION = 0.4 (MAXIMUM).
W = 2Wecrth + Wpipe + Wwater in pipe
Wearth = (density of soil*)(depth of cover in feet)(O.D. In feet)
* MAXIMUM 120 LBS./CUBIC FT. ABOVE MAXIMUM WATER TABLE
ELEVATION AND 60 LBS./CUBIC FT. BELOW MAXIMUM WATER
TABLE ELEVATION.
D. BOLTS AND NUTS FOR RESTRAINED JOINTS SHALL BE HOT DIPPED
GALVANIZED, LOW ALLOY, HIGH STRENGTH STEEL.
E. THE CONTRACTOR SHALL ALSO PROVIDE RESTRAINED JOINTS IN
ACCORDANCE WITH THE ABOVE CRITERIA WHEREVER THRUST BLOCKS
ARE NOT USED IN CONJUNCTION WITH BELOW -GROUND FITTINGS ON
LINES 12 INCHES IN DIAMETER OR LESS.
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ROBERT . LEON, FL. P.E. #64745 OF 18
❑AARON J. BOWLES, FL. P.E. #55313 06-327
JAN 1 1 20,7
GRADE -f OBSTRUCTION 36" (MIN)
+ - COVER
* PRESSURE MAIN
RESTRAINED
JOINTS I-- - 45' OR 22 1/2'
ENCASE AS REQ'D-f BENDS (M.J.)
SPECIAL UTILITY CROSSING - FITTING TYPE
ELEVATION
*18" MINIMUM CLEARANCE REQUIRED FOR WATER, STORM WATER, AND SANITARY SEWER MAIN CROSSINGS.
IF MINIMUM CLEARANCE CANNOT BE OBTAINED. DIP WITH MECHANICAL JOINTS OR CONCRETE ENCASEMENT
IS REQUIRED (SEE NOTE 5A)
GRADE -� OBSTRUCTION SLOPE TO
36 (MIN) COVER
SEE NOTE N0. 2 I PRESSURE MAIN
FOR ACCEPTABLEZZZ
-
DEFLECTION CENTER A FULL LENGTH OF PIPE
ENCASE AS REQ'D AT THE POINT OF CROSSING
STANDARD UTILITY CROSSING - DEFLECTION TYPE
ELEVATION
NOTES
1. THE DEFLECTION TYPE CROSSING SHALL BE USED WHEREVER POSSIBLE. ONLY UNDER SPECIFIC
ORDERS BY THE ENGINEER AND APPROVED BY IRCDUS SHALL THE FITTING TYPE CROSSING BE ALLOWED.
2. CONSTRUCT STANDARD CROSSING NOT TO EXCEED 75% OF THE MANUFACTURERS' MAXIMUM JOINT DEFLECTION.
3. IF USED, TIE RODS ARE TO BE COATED WITH A COAL TAR ENAMEL AFTER ASSEMBLY. (2 COATS MINIMUM)
4. OTHER METHODS OF RESTRAINT MAY BE USED AS APPROVED BY IRCDUS.
"5A. USE DIP FOR GRAVITY SEWER WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN AND SEWER IS
LESS THAN 18 INCHES. DIP SHALL BE USED FOR GRAVITY SEWER AT WATER UNE CROSSING WITH A
LENGTH OF PIPE. THE PIPE SHALL BE CENTERED AT THE POINT OF CROSSING, SO AS TO LOCATE JOINTS
AT A POINT OF CROSSING, AND TO LOCATE THE JOINTS AT A MAXIMUM DISTANCE FROM THE WATER LINE.
5B. ONLY UNDER EXTREME CIRCUMSTANCES MAY MINIMUM AND HORIZONTAL SEPARATION
REQUIREMENTS BE WAIVED AND ENCASEMENT BE UTILIZED BETWEEN WATER MAINS AND
6. FORCE MAINS. SEE TRACER WIRE DETAIL. M-14.
7. ALL WATER AND SEWER UTILITIES SHALL BE LOCATED A MINIMUM HORIZONTAL SEPARATION EQUAL
TO THE DEPTH OF THE PIPE PLUS THE DIAMETER OF THE PIPE FROM ANY PERMANENT ABOVE GROUND
STRUCTURES (I.E. WALLS, TREES, TRANSFORMER PADS, ETC.) AND A MINIMUM HORIZONTAL SEPARATION
EQUAL TO FOUR (4) FEET FROM ANY UNDERGROUND UTILITIES (I.E. GAS MAINS, TELEPHONE LINES,
CABLE LINES, IRRIGATION MAINS, ETC.)
8. ALL WATER AND SEWER UTILITIES SHALL BE LOCATED A MINIMUM HORIZONTAL SEPARATION EQUAL
TO TWO TIMES THE DEPTH OF THE PIPE PLUS THE DIAMETER OF THE PIPE FROM THE TOP OF THE
BANKS OF ANY BODIES OF WATER (I.E. STORMWATER PONDS, CANALS, ETC.)
9. ALL WATER AND SEWER UTILITIES SHALL BE LOCATED SUCH THAT A MINIMUM HORIZONTAL SEPARATION
OF 10' EXISTS AS MEASURED FROM THE OUTSIDE WALL OF EACH MAIN.
UTILITY CROSSINGS
MANHOLE FRAME & COVER
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UTILITIES (TYP) FOR CRARITY)
SINGLE SERVICE AS SHOWN ON
STANDARD LATERAL DETAIL (S-1)
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SHOWN ON STANDARD BED _"M. :s}
LATERAL DETAIL (S-1) PIPE INVERT
\-STANDARD "Y" BRANCH
TO BE LOCATED IN FIELD
SAND EXCAVATION
MARKER BALL TAPED -
TO 6x4 WYE (TYP)
NOTES ELEVATION
1. 3/4" GRAVEL BEDDING SHALL BE USED FOR EXCAVATION IN ROCK.
SAND BEDDING SHALL BE USED FOR EXCAVATION IN SAND.
2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT UST.
3. MARKER BALLS TO BE TAPED TO 6"x4" 24" BELOW FINISHED GRADE.
4. HOUSE BUILDER WILL BE RESPONSABLE FOR CUTTING SEWER CLEANOUT TO GRADE PRIOR
TO CONNECTION. MODIFIED RESER LATERAL
(DEEP SEWER)
MANHOLE COVER - LETTERS TO
BE MARKED "SANITARY SEWER"
u1-0
CONCEALED WATERTIGHT
PICKHOLE
PLAN VIEW
22-15/16"
20-5/8"
I
;DC7"
(TYP) P 1 RT - 24-3/4"
FILL CONCRETEJ WATERTIGHT BOOT -/3'-0"
OR BRICK W/TYPE I SEE PIPE OPENING RAIN GUARD
CEMENT MORTAR DETAIL S-10
FRAME -SECTION
ELEVATION PLAN VIEW
SECTION A -A
TO BE USED WHEN CUT CLASSIFICATION IS OVER 6'-0"
NOTES
1. SEE MANHOLE NOTES ON DRAWING NO. S-4.
2. SEE STANDARD MANHOLE CASTING DRAWING NO. S-3.
3. SEE PIPE OPENING DETAIL DRAWING NO. S-10.
4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11.
5. USE 5'-0" I.D. MANHOLE AS DIRECTED BY THE IRCDUS.
MANHOLE
STANDARD DEEP
SPACE AROUND OUTSIDE OF PIPE SHALL BE -
COMPLETELY FILLED WITH NON -SHRINK GROUT.
REMOVE CONCRETE AND BEND EXPOSED EXISTING
REINFORCING STEEL AROUND OUTSIDE OF PIPE
(FOR FIELD INSTALLATION)
PIPE CONNECTION TO BE NEOPRENE BOOT -
WITH STAINLESS STEEL ACCESSORIES
- H.P. ELEV. OF FILL CONCRETE
TO BE SAME AS OD OF PIPE
�2"PER FOOT SLOPE
a �- `• + A
a
6" (TYP) • ..
-3" (MINIMUM)
ELEVATION
NOTES
1. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS'
PRODUCT LIST.
PIPE OPENING DETAIL
NOTES
1, A WATERTIGHT BOOT RAIN GUARD SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS
AND APPROVED BY INDIAN RIVER COUNTY.
2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST.
STANDARD
MANHOLE CASTING
MANHOLE NOTES
1. REINFORCING AREA OF 0.20 SQ. IN./FT, FOR WALL SECTION, MINIMUM TO
MEET OR EXCEED A.S.T.M. A 185.
2. ALL CEMENT TO BE TYPE 1.
3. ALL CONCRETE FOR PRECAST MANHOLES TO BE MINIMUM 3,000 P.S.I. TO
MEET OR EXCEED A.S.T.M. C 478.
4. BOTTOMS AND CHANNELS OF ALL MANHOLES TO BE OF 2,500 P.S.I. FILL
CONCRETE FINISHED SMOOTH WITH STEEL TROWEL.
5. CONCRETE MANHOLES TO HAVE A MIN. WALL THICKNESS OF 8".
6. INSIDE OF MANHOLE SHALL BE COATED WITH TWO COATS OF COAL TAR
EPDXY AND TWO COATS OUTSIDE. (KOPPERS 300 OR EQUAL).
7. CHANNELS TO BE FORMED IN ALL MANHOLES TO ACCEPT T.V. CAMERA.
8. ORIENT ECCENTRIC CONE AS REQUIRED BY ENGINEER IN FIELD.
9. BOTTOM SECTION TO BE MONOLITHIC POUR EXCEPT WHERE DROP
CONNECTION REQUIRED.
10. CONNECTIONS TO EXISTING MANHOLE AND LIFT STATION WET WELL
STRUCTURES SHALL BE BY MEANS OF BORING A PENETRATION IN THE
STRUCTURE, RATHER THAN PUNCHING. THE CONTRACTOR SHALL TAKE
POSITIVE MEASURES TO PREVENT ANY CONCRETE OR CONSTRUCTION
DEBRIS FROM ENTERING THE WASTEWATER SYSTEM.
11, BUOYANCY CALCULATIONS SHALL BE REQUIRED FOR MANHOLES IN
FLOOD ZONES.
12. NO. 40 BARS 9" O.C. EACH WAY IN SLAB (TOP AND BOTTOM).
13. SLOPES ON CHANNEL BOTTOMS TO EQUAL SLOPES OF LINES ENTERING
AND EXITING MANHOLES.
14. 2 COURSES BRICK MINIMUM, 6 COURSES BRICK MAXIMUM BETWEEN ALL
PRECAST MANHOLE TOPS AND CASTINGS.
15. 3/4" CRUSHED STONE FOUNDATIONS FOR A MINIMUM DEPTH OF 12"
SHALL BE PROVIDED AS REQUIRED BY IRCDUS.
16. MANHOLE LID SHALL BE TRAFFIC BEARING (H-20 LOADING).
17. SEWER PIPE INVERTS AT BOTTOM OF MANHOLES SHALL HAVE
AN INVERT ELEVATION DIFFERENTIAL OF 0.1 FEET FOR A CHANGE
IN DIRECTION AND 0.05 FEET FOR A STRAIGHT RUN.
18. A WATERTIGHT RAIN GUARD BOOT, TO BE PER IRCDUS APPROVED MANUFACTURERS'
PRODUCT LIST, SHALL BE PROVIDED FOR ALL MANHOLE FRAME/COVERS.
19. MATERIALS FOR LINING MANHOLES, WHERE REQUIRED, TO BE PER IRCDUS
APPROVED MANUFACTURERS' PRODUCT LIST. FIBERGLASS LINERS SHALL BE
INSTALLED ON ALL MANHOLES RECEIVING PUMPED SEWAGE.
MANHOLE NOTES
/ 2x4 MARKER PAINTED GREEN -
/ 6" CAP'
SOF ROAD CROWN
z ELEVATION OF ROAD Li
z
I j2 0"J
COVER \ "L% O
- I
0 11. MINIMUM SLOPE 1/4" PER FT aw i-4 ov
USEGREATER SLOPE
�,I a WHERE POSSIBLE a
6"x4"
M
DEPTH TO BE (TURNED 90 -
DETERMINED IN THE FOR CLARITY) ELEVATION
FIELD AS REQUIRED TO MARKER BALL TAPED
AVOID UTILITIES (TYP) TO 6"x4" WYE (TYP)
DOUBLE SERVICE SINGLE SERVICE
TYPICAL TYPICAL
6"0
STANDARD "Y" BRANCHES
TO BE LOCATED IN THE FIELD - -
INSTALLED PLUG WRAP WI I Z
(TYP) DETECTION TAPE
6"ce w
a -
PROPERTY BENDS AS
LINE ® REQUIRED n
s"0
qOF SEWER MAIN TO BE
6" DOUBLE "Y" COMMER ON q OF STREET UNLESS
(6"x4" "Y" RESIDENTIAL) OTHERWISE APPROVED BY IRCDUS
NOTE PLAN VIEW
1. SANITARY SEWER LATERALS SHALL BE A MINIMUM OF 6" IN DIAMETER.
2. MAGNETIC DETECTION TAPE SHALL BE INSTALLED OVER ALL
SERVICE LATERALS.
3. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST.
4. MARKER BALLS TO BE TAPED TO 6"x4" WYE 24" BELOW FINISHED GRADE.
STANDARD LATERAL
PLAN VIEW "I
TO BE USED WHERE DROP IS 2' OR MORE
N OTES
1. SEE MANHOLE NOTES ON DRAWING NO. S-4.
2. SEE PIPE OPENING DETAIL DRAWING NO. S-10.
3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL;
DRAWING NO. S-11.
4. SOLVENT JOINTS SHALL NOT BE USED FOR DROP PIPE.
5. SEWER LATERALS SHALL NOT BE CONNECTED DIRECTLY INTO MANHOLES.
MANHOLE
TYPE "A" DROP
3/4" ROCK
(20' UPSTREAM)
.E CONNECTION
BOOT WITH
- ACCESSORIES
r�
W/TIYPE CEMENT MORTvnwAR
ELEVATION
4
MANHOLE FRAME FINISH GRADE
AND COVER
DETAPIPES OP�NING
REQUIRED AT OPENING. SLAB TO
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GASKET
-
PIPE INVERT:il
6" (MIN 0
=-CONCRETE 6" (MIN)
i OVER ALL AROUND
I
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BY CONCRACTOR)
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0
. t1
i
EFFLUENT &
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24"
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0 N
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FILL CONCRETE
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W
ELEVATION
( f
DETAIL (S-10)
SECTION A -A
SLOPE
W�<
A 2 F
_ + A
PLAN VIEW "I
TO BE USED WHERE DROP IS 2' OR MORE
N OTES
1. SEE MANHOLE NOTES ON DRAWING NO. S-4.
2. SEE PIPE OPENING DETAIL DRAWING NO. S-10.
3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL;
DRAWING NO. S-11.
4. SOLVENT JOINTS SHALL NOT BE USED FOR DROP PIPE.
5. SEWER LATERALS SHALL NOT BE CONNECTED DIRECTLY INTO MANHOLES.
MANHOLE
TYPE "A" DROP
3/4" ROCK
(20' UPSTREAM)
.E CONNECTION
BOOT WITH
- ACCESSORIES
r�
W/TIYPE CEMENT MORTvnwAR
ELEVATION
4
MANHOLE FRAME FINISH GRADE
AND COVER
0
REQUIRED AT OPENING. SLAB TO
.
zM�
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an n
oM
0
CONCENTRIC
CONE
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LEVELING
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z
PLAN VIEW
GASKET
-
LEVELING Rl
COURSES N
B COURSES
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24"
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NOTE
1. PIPE JOINT DETAIL IS TYPICAL FOR ALL PIPE TO MANHOLE CONNECTIONS
2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST.
3. 3/4" ROCK TO BE USED AS BEDDING FOR 20' UPSTREAM & DOWNSTREAM OF MANHOLE.
Y
y 8" 4' ID 8" f
PIPE
INVERT
DROP LESS -,�
THAN 24"
+ r•:ai� 6" (MIN)
r.: (TYP)
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FILL CONCRETE
OR BRICK W/TYPE I
CEMENT MORTAR
ELEVATION
SECTION A -A
MANHOLE
EFFLUENT AND INFLUENT
PLAN VIEW
TO BE USED WHERE DROP IS LESS THAN 2'
NOTES
1. SEE MANHOLE NOTES ON DRAWING NO. S-4.
2. SEE PIPE OPENING DETAIL DRAWING NO. S-10.
3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11.
MANHOLE
TYPE "B" DROP
LNI
MANHOLE FRAME & COVER
MI
I
PLAN VIEW
TO BE USED WHEN CUT CLASSIFICATION IS 6'-0" OR LESS
NOTES
1. SEE MANHOLE NOTES ON DRAWING NO. S-4
2. SEE STANDARD MANHOLE CASTING DRAWING NO. S-3
3. SEE PIPE OPENING DETAIL DRAWING NO. S-10
4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11
MANHOLE
STANDARD SHALLOW
SEE MANHOLE
EFFLUENT &
INFLUENT DETAIL
ADDITIONAL REINFORCING BARS
w
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an n
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LEVELING Rl
COURSES N
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8" o
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24"
lz
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A DETAIL (S-10)
6" MIN -
FILL CONCRETE 8"
OR BRICK W/TYPE I f
CEMENT MORTAR ELEVATION
SPIPE INVERT
SECTION A -A
TO BE USED WHEN CUT CLASSIFICATION IS 6'-0" OR LESS.
NOTES
1. SEE MANHOLE NOTES ON DRAWING NO. S-4.
2. SEE STANDARD MANHOLE CASTING DRAWING NO. S-3.
3. SEE PIPE OPENING DETAIL DRAWING NO. S-10.
4. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-11.
MANHOLE
SLAB TOP
OBERT /LEOteFe P.E. #64745
AARON J. BOWLES, FL P.E. #55313
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SANITARY SEWER
POLYVINYL CHLORIDE PIPE
SCOPE
THIS SECTION COVERS POLYVINYL CHLORIDE PIPE AND FITTINGS
FOR GRAVITY SANITARY SEWERS.
GENERAL
A. POLYVINYL CHLORIDE (PVC) PIPE SHALL BE ALLOWED FOR USE AS
GRAVITY SEWER PIPE WHERE COMPATIBLE WITH THE SPECIFIC
CONDITIONS OF THE PROJECT. INDIAN RIVER COUNTY DEPARTMENT OF
UTILITY SERVICES (IRCDUS) MAY REQUIRE THE USE OF MATERIAL
OTHER THAN POLYVINYL CHLORIDE DURING CONSTRUCTION PERMIT
REVIEW OR BY IRCDUS FIELD PERSONNEL DURING CONSTRUCTION IF
IT IS DETERMINED THAT POLYVINYL CHLORIDE PIPE IS UNSUITABLE
FOR THE PARTICULAR APPLICATION.
B. POLYVINYL CHLORIDE (PVC) GRAVITY SEWER PIPE CAN BE USED UP TO
A DEPTH OF SIXTEEN FEET AS SPECIFIED HEREIN. DUCTILE IRON PIPE
SHALL BE USED FOR DEPTHS GREATER THAN 16 FEET, EXCEPT WHERE
OTHER MATERIAL IS SPECIFICALLY SPECIFIED AND APPROVED BY INDIAN
RIVER COUNTY UTILITIES DEPARTMENTS ENGINEER.
GRAVITY SEWER PIPE AND FITTINGS
A. GRAVITY SEWER LINES AND LATERALS SHALL BE EXTRA STRENGTH
POLYVINYL CHLORIDE PIPE AND SHALL CONFORM TO THE LATEST ASTM
DESIGNATION D 3034 -SDR 26. FITTINGS INSTALLED IN POLYVINYL CHLORIDE
PIPE SHALL CONFORM TO THE SAME SPECIFICATIONS AS THE PIPE WHICH
THEY ARE INSTALLED.
B. IN ADDITION TO THE REQUIREMENTS OF ASTM SPECIFICATIONS, THE PIPE
SHALL NOT BE OUT -OF -ROUND OR CROOKED IN ALIGNMENT AS
DETERMINED BY THE ENGINEER. ANY LENGTH OF PIPE 6 INCHES OR
GREATER IN DIAMETER WHOSE INSIDE DIAMETERS MEASURED AT RIGHT
ANGLES TO EACH OTHER VARY MORE THAN 1/4 INCH MAY BE REJECTED.
C. POLYVINYL CHLORIDE PIPE SHALL BE A MAXIMUM OF 20 FEET IN LENGTH
AND SHALL BE ON THE APPROVED MANUFACTURE'S PRODUCT LIST.
D. MATERIAL SHALL MEET OR EXCEED THE REQUIREMENTS OF ASTM
DESIGNATION 1784, TYPE 1, GRADE 1 (12454-B). ALL P.V.C. MATERIALS
SHALL BE STORED IN ACCORDANCE WITH THE MANUFACTURER'S
SPECIFICATIONS (NOT IN DIRECT SUNLIGHT). PVC PIPE AND FITTINGS,
. WHICH SHOW SIGNS OF ULTRAVIOLET DEGRADATION ARE CONSIDERED
SUBSTANDARD AND UNFIT FOR USE, AND WILL BE REJECTED BY IRCDUS
ENGINEER.
E. ALL WYES, FITTINGS, LATERALS, AND MANHOLE COUPLINGS SHALL BE
MANUFACTURED BY SAME MANUFACTURING COMPANY AS THE PIPE OR
APPROVED EQUAL, SEE APPROVED MANUFACTURER'S PRODUCT LIST.
ADAPTERS SHALL BE COMPATIBLE TO THE APPROVED PIPE AND
APPURTENANCES. ALL JOINTS SHALL BE RUBBER GASKETED.
F. PIPE SHALL BE GREEN IN COLOR.
PIPE JOINT SEALS
A. JOINT SEALS IN POLYVINYL CHLORIDE PIPE AND FITTINGS SHALL COMPLY
WITH ASTM DESIGNATION D3212.
B. THE JOINT SHALL REMAIN SEALED BY ITS OWN COMPRESSION.
ADHESIVES SHALL NOT BE NECESSARY TO WELD OR FUSE THE GASKETS
TOGETHER.
C. THE COMPRESSIVE STRESS WHICH IS DEVELOPED IN THE HE GASKET
- MATERIAL SHALL BE AS HIGH AS IS PERMITTED BY THE STRENGTH OF
THE BELL IN RING TENSION, WITH DUE REGARD TO FACTOR OF SAFETY,
AND THIS STRESS SHALL BE AT ITS MAXIMUM VALUE WHEN THE JOINT IS
COMPLETELY ASSEMBLED.
RETROFITTING SEWER LATERALS
GRAVITY SEWER SYSTEMS SHALL BE DESIGNED SUCH THAT LATERALS ARE
PROVIDED TO SERVE ALL UNITS AND LOTS. IN CASES WHERE SEWER
LATERALS MUST BE ADDED TO A GRAVITY SEWER MAIN, CONNECTIONS SHALL
BE MADE INSTALLING A SEWER SERVICE WYE BRANCH AND A SLEEVE -TYPE
ADAPTER, WHICHEVER IS SPECIFIED BY IRCDUS FOR THE PARTICULAR
APPLICATION.
SUBMITTALS
BEFORE STARTING FABRICATION OF THE PVC PIPE AND FITTINGS, THE
CONTRACTOR SHALL SUBMIT COMPLETE DETAILED WORKING DRAWINGS FOR
APPROVAL BY THE ENGINEER OR IRCDUS. SUCH DRAWINGS SHALL SHOW THE
PIPING LAYOUTS AND CONTAIN SCHEDULES OF ALL PIPE, FITTINGS, VALVES,
EXPANSION JOINTS, HANGERS AND SUPPORTS, AND OTHER APPURTENANCES.
WHERE SPECIAL FITTINGS ARE REQUIRED, THEY SHALL BE SHOWN IN LARGE
DETAIL WITH ALL NECESSARY DIMENSIONS.
MARKING
A. NUMBER 10 STRANDED CONDUCTOR COPPER TRACE WIRE SHALL BE SPIRAL
WRAPPED OR AFFIXED TO THE TOP OF THE PIPE. SEE TRACE WIRE DETAIL
M-16 FOR SPECIFICATIONS REGARDING INSTALLATION.
B. TRACE WIRE IS REQUIRED OVER ALL PIPES
C. A 2" WIDE MAGNETIC I.D. LOCATION TAPE IS REQUIRED OVER ALL PIPES
TAPE IS TO BE INSTALLED 12" BELOW PROPOSED GRADE.
INSTALLATION
A. UNLESS OTHERWISE NOTED ON THE DRAWINGS OR IN OTHER SECTIONS OF THIS
SPECIFICATION, THE PIPE SHALL BE HANDLED AND INSTALLED IN THE STRICT
PIPE MATERIALS FOR SIZES 14" THROUGH 36"
A. ALL PIPE AND FITTINGS INTENDED FOR CONVEYING OR TRANSMITTING
POTABLE WASTEWATER OR RECLAIMED WATER SHALL BE DESIGNED FOR
A MINIMUM WORKING PRESSURE OF 150 PSI.
B. POLYVINYL CHLORIDE PRESSURE PIPE SHALL CONFORM TO AWE STANDARDS
SPECIFICATIONS C900 LATEST REVISION, OR C909, LATEST REVISION AND
ASTM D1784 AND D2241, LATEST REVISION. PVC. PRESSURE PIPE SHALL BE
MADE FROM CLASS 12454-A OR CLASS 12454-B MATERIAL AND CONFORM
WITH THE OUTSIDE DIAMETER OF CAST IRON PIPE WITH A MINIMUM WALL
THICKNESS OF DR26.
C. POLYVINYL CHLORIDE PIPE SHALL PURCHASED PER APPROVED
MANUFACTURER'S PRODUCT LIST.
D. THE PIPE USED FOR WASTEWATER SHALL BE GREEN IN COLOR.
THE PIPE USED FOR RECLAIMED WATER SHALL BE PURPLE IN COLOR.
JOINTS
A. JOINTS FOR PVC PRESSURE PIPE SHALL BE BELL AND SPIGOT PUSH -ON
RUBBER GASKET TYPE ONLY. NO SOLVENT WELD OR THREADED JOINTS
WILL BE PERMITTED.
B. THE ENGINEER OF RECORD OR IRCDUS MAY CONSIDER OTHER TYPE JOINTS
FOR SPECIFIC INSTALLATION UPON SUBMISSION OF SPECIFICATIONS AND
APPROVAL
C. RESTRAINT JOINTS, WHEN REQUIRED, SEE APPROVED MANUFACTURER'S PRODUCT
LIST
FITTINGS
A. ALL UNDERGROUND FITTINGS SHALL BE EITHER DUCTILE IRON PUSH -ON,
RESTRAINED, OR MECHANICAL JOINT. MECHANICAL JOINTS SHALL CONFORM TO
AWWA SPECIFICATION C110/A21.10 OR C153/A21.53 LATEST REVISIONS.FITTINGS
SHALL BE FUSION -BONDED CERAMIC EPDXY LINED. THE EPDXY MATERIAL
SHALL BE APPLIED IN ONE COAT WITH A MINIMUM DRY THICKNESS OF 40.0 MILS
AND SHALL BE PROTECTO 401 OR APPROVED EQUAL_ ALL ABOVEGROUND
EXPOSED FITTINGS SHALL BE FLANGED.
B. THE PRESSURE RATING SHALL BE 350 PSI.
C. JOINT RESTRAINT, WHEN REQUIRED, SEE APPROVED MANUFACTURER'S PRODUCT
LIST .
SUBMITTALS
BEFORE STARTING FABRICATION OF THE PVC PIPE AND FITTINGS, THE
CONTRACTOR SHALL SUBMIT COMPLETE DETAILED WORKING DRAWINGS FOR
APPROVAL BY THE ENGINEER OR IRCDUS. SUCH DRAWINGS SHALL SHOW THE
PIPING LAYOUTS AND CONTAIN SCHEDULES OF ALL PIPE, FITTINGS, VALVES,
EXPANSION JOINTS, HANGERS AND SUPPORTS, AND OTHER APPURTENANCES.
WHERE SPECIAL FITTINGS ARE REQUIRED, THEY SHALL BE SHOWN IN LARGE
DETAIL WITH ALL NECESSARY DIMENSIONS. THE DRAWINGS SUBMITTED SHALL
SHOW FLANGED JOINTED SECTIONS PLACED SO AS TO BE REMOVABLE WITHOUT
DISTURBANCE TO THE MAIN PIPE SECTIONS.
MARKING
A. NUMBER 10 STRANDED CONDUCTOR COPPER TRACE WIRE SHALL BE SPIRAL
WRAPPED OR AFFIXED TO THE TOP OF THE PIPE. SEE TRACE WIRE DETAIL
M-16 FOR SPECIFICATIONS REGARDING INSTALLATION.
B. TRACE WIRE IS REQUIRED OVER ALL PIPES
C. A 2" WIDE MAGNETIC I.D. LOCATION TAPE IS REQUIRED OVER ALL PIPES
TAPE IS TO BE INSTALLED 12" BELOW PROPOSED GRADE.
INSTALLATION
A. UNLESS OTHERWISE NOTED ON THE DRAWINGS OR IN OTHER SECTIONS OF THIS
SPECIFICATION, THE PIPE SHALL BE HANDLED AND INSTALLED IN THE STRICT
ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. THE CONTRACTOR
SHALL USE EVERY PRECAUTION DURING CONSTRUCTION TO PROTECT THE PIPE
AGAINST THE ENTRY OF NON -POTABLE WATER, DIRT, WOOD, SMALL ANIMALS,
AND ANY OTHER FOREIGN MATERIAL THAT WOULD HINDER THE OPERATION OF
THE PIPELINE. WHERE GROUNDWATER ELEVATION IS ABOVE THE BOTTOM OF
THE TRENCH, THE CONTRACTOR SHALL PROVIDE SUITABLE DEWATERING
EQUIPMENT AT NO ADDITIONAL COST TO THE OWNER. ALL PIPING SHALL BE
PLACED IN A DRY TRENCH, UNLESS THE ENGINEER OR IRCDUS APPROVES WET
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 f0.2 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.
MISCELLANEOUS VALVES
AND APPURTENANCES
ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. THE CONTRACTOR
GENERAL
SHALL USE EVERY PRECAUTION DURING CONSTRUCTION TO PROTECT THE PIPE
A. EXCAVATION FOR UTILITIES AND/OR HOUSE CONNECTIONS SHALL BE
AGAINST THE ENTRY OF NON -POTABLE WATER, DIRT, WOOD, SMALL ANIMALS,
A.
ALL OF THE TYPES OF VALVES AND APPURTENANCES SHALL BE
AND ANY OTHER FOREIGN MATERIAL THAT WOULD HINDER THE OPERATION OF
m U)
PRODUCTS OF WELL-ESTABLISHED REPUTABLE FIRMS WHO ARE FULLY
THE PIPELINE. WHERE GROUNDWATER ELEVATION IS ABOVE THE BOTTOM OF
15 0.15% 0.13%
EXPERIENCED AND QUALIFIED IN THE MANUFACTURE OF THE
THE TRENCH, THE CONTRACTOR SHALL PROVIDE SUITABLE DEWATERING
Q
PARTICULAR EQUIPMENT TO BE FURNISHED. THE EQUIPMENT SHALL BE
EQUIPMENT AT NO ADDITIONAL COST TO THE OWNER. ALL PIPING SHALL BE
24 0.08% 0.07%
DESIGNED, CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH THE
PLACED IN A DRY TRENCH, UNLESS THE ENGINEER OR IRCDUS APPROVES WET
BEST PRACTICES AND METHODS AND SHALL COMPLY WITH THESE
TRENCH INSTALLATION.
(EXCLUDING SERVICE LATERALS) AND AT DISTANCES NO GREATER THAN
SPECIFICATIONS AS APPLICABLE.
B. DEPTH OF COVER AND PIPE ELEVATION: UNLESS OTHERWISE SHOWN ON THE
B.
ALL VALVES AND APPURTENANCES SHALL HAVE THE NAME OF THE
DRAWINGS, OR OTHERWISE AUTHORIZED BY THE ENGINEER, ALL PIPE SHALL
MANHOLES UNLESS APPROVED BY IRCDUS. IRCDUS WILL DIRECT
MAKER AND THE WORKING PRESSURE FOR WHICH THEY ARE DESIGNED
HAVE A MINIMUM COVER OF 36 INCHES. CONTRACTOR SHALL DETERMINE TOP
a
CAST IN RAISED LETTERS UPON SOME APPROPRIATE PART OF THE BODY.
OF PIPE ELEVATION AND TOP OF GROUND ELEVATION FOR EVERY TWO JOINTS
B. FOUNDATION MATERIAL USED FOR PIPE BEDDING, FROM A MINIMUM 6-
OF PIPE INSTALLED USING A LEVEL. PIPE MUST HAVE THE MINIMUM COVER
C.
ALL BURIED VALVES AND APPURTENANCES SHALL BE MECHANICAL JOINT.
DESCRIBED ABOVE AND MUST BE WITHIN t0.2 FEET OF THE TOP OF PIPE
ALL ABOVE-GROUND/EXPOSED VALVES AND APPURTENANCES SHALL BE FLANGED.
ELEVATION INDICATED ON THE DRAWINGS. INSTALLED PIPE, WHICH DOES NOT
MEET THESE REQUIREMENTS, SHALL BE REINSTALLED UNTIL IT MEETS THESE
D.
GATE VALVES SHALL BE USED ON WATER, SEWER AND REUSE MAINS.
REQUIREMENTS. CONTRACTOR SHALL RECORD TOP OF PIPE AND TOP OF
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C. ALL GRAVITY SEWER INSTALLATION PROCEDURES MUST BE IN
GROUND ELEVATIONS AND THE LOCATIONS OF WHERE THESE ELEVATIONS WERE
DETERMINED AND SUBMIT THIS INFORMATION TO ENGINEER. ENGINEER
E.
PLUG VALVES MAY BE USED IN LIFT STATION VALVE VAULTS AS APPROVED
RESERVES THE RIGHT TO HAVE CONTRACTOR EXCAVATE AND CHECK TOP OF
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BY IRCDUS.
PIPE AND TOP OF GROUND ELEVATIONS TO SEE IF THEY CONFORM TO THE
GRAVITY SEWERS AND FORCE MAINS SHALL BE INSTALLED TO HAVE A
AFOREMENTIONED REQUIREMENTS, AT NO ADDITIONAL COST TO THE OWNER.
F.
IRCDUS'S ENGINEER ON A CASE-BY-CASE BASIS MAY APPROVE VALVES
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AND APPURTENANCES OTHER THAN THOSE SPECIFICALLY CALLED OUT IN
LLED BY USE TO TAIN PROPER GRADE.
THIS SECTION FOR USE. CRITERIA FOR APPROVAL SHALL INCLUDE THE
WASTEWATER AND RECLAIMED WATER
A MAXIMUM
A MUMACCEPTED IN GRAVITY
TOLERANCE OF 1/2" DIP WILL BE
OF THE VALVE OR ANCE, OR ITS PARTS,
IIN
d
WITHRCHANGEABILTY THOSE BRANDS SPECIFICALLY CALLED OUT THESES SPECIFICATIONS.
FORCE MAINS POLYVINYL CHLORIDE PIPES.
ALL EXPOSED VALVES AND APPURTENANCES SHALL BE PAINTED PER THE
OVER ALL PIPES, 12 -INCHES
APPROVED MANUFACTURER'S PRODUCT LIST. WATER MAINS SHALL BE PAINTED
SCOPE
BLUE, FORCE MAINS SHALL BE PAINTED GREEN, AND REUSE MAINS SHALL BE
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PAINTED PURPLE.
THIS SECTION COVERS POLYVINYL CHLORIDE PIPE AND FITTINGS
W
FOR WASTEWATER AND RECLAIMED WATER FORCE MAINS.
GATE VALVES (3 -INCH OR LARGER
GENERAL
A.
ALL BURIED GATE VALVES SHALL MEET THE REQUIREMENTS OF AWWA
POLYVINYL CHLORIDE ( PVC PIPE SHALL BE ALLOWED FOR USE AS
n
STANDARD SPECIFICATION C509-01, OR LATEST REVISION. VALVES SHALL BE
WASTEWATER AND RECLAIMED WATER FORCE MAIN PIPE WHERE COMPATIBLE
WITH CURRENT OSHA REQUIREMENTS. THE TRENCH BOTTOM
RATED FOR 150 -PSI WORKING PRESSURE AND A MINIMUM 300 -PSI TEST
PRESSURE. VALVES SHALL BE DUCTILE IRON BODY, BRONZE -MOUNTED,
WITH THE SPECIFIC CONDITIONS OF THE PROJECT. INDIAN RIVER
o
RESILIENT SEATED, NON -RISING STEM TYPE FITTED WITH "O-RING" SEALS. ALL
COUNTY DEPARTMENT OF UTILITY SERVICES (IRCDUS) MAY REQUIRE
BOLTS TO BE USED IN VALVE BONNET ARE TO BE STAINLESS STEEL. THE
THE USE OF MATERIAL OTHER THAN POLYVINYL CHLORIDE DURING
W -
OPERATING NUTS SHALL BE STANDARD AWWA 2" SQUARE. ALL VALVES SHALL
CONSTRUCTION PERMIT REVIEW OR BY IRCDUS FIELD PERSONNEL DURING
HARD PAN MATERIALS, ROOTS, ROCKS, BROKEN CEMENT OR OTHER
DEBRIS THAT MIGHT BE DAMAGING TO THE PIPE, SHALL BE USED.
OPEN COUNTERCLOCKWISE. STUFFING BOXES SHALL BE THE "0 -RING" TYPE.
CONSTRUCTION IF IT IS DETERMINED THAT POLYVINYL CHLORIDE PIPE
IS UNSUITABLE FOR THE PARTICULAR APPLICATION.
No
to Of
GATE VALVES SHALL BE MECHANICAL JOINT, ANSI STANDARDS 21.11, EXCEPT
IV
WHERE SHOWN OTHERWISE.
PIPE MATERIALS FOR SIZES 4" THROUGH 12"
B.
WHERE REQUIRED, GATE VALVES SHALL BE PROVIDED WITH A BOX CAST IN
L-
THE ROAD AND A BOX COVER. BOX COVER OPENING SHALL BE FOR VALVE
A. ALL PIPE AND FITTINGS INTENDED FOR CONVEYING OR TRANSMITTING
U U
STEM AND NUT. THE CONTRACTOR SHALL PROVIDE VALVE WRENCHES AND
POTABLE WASTEWATER OR RECLAIMED WATER SHALL BE DESIGNED FOR
EXTENSION STEMS FROM THE SAME MANUFACTURER AS THE VALVE TO
A MINIMUM WORKING PRESSURE OF 150 PSI.
ACTUATE THE VALVES. THE FLOOR BOX AND COVER SHALL BE PER THE
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BE COMPACTED IN 12 INCH (MAX) LIFTS UP TO FINISHED GRADE TO
APPROVED MANUFACTURER'S PRODUCT LIST. (SEE DRAWING M-5).
B. POLYVINYL CHLORIDE PRESSURE PIPE SHALL CONFORM TO AWWA STANDARDS
CHECK VALVES
SPECIFICATIONS C900 LATEST REVISION, OR C909, LATEST REVISION AND
WU
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ASTM 01784 AND 02241, LATEST REVISION. PVC. PRESSURE PIPE SHALL BE
MADE FROM CLASS 12454-A OR CLASS 12454-B MATERIAL AND CONFORM
A.
CHECK VALVES FOR DUCTILE IRON PIPELINES SHALL BE SWING TYPE AND
WITH THE OUTSIDE DIAMETER OF CAST IRON PIPE WITH A MINIMUM WALL
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SHALL MEET THE MATERIALS REQUIREMENTS OF AWWA STANDARD SPECIFICATION
THICKNESS OF DR18.
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C508-01 OR LATEST REVISION. THE VALVES SHALL BE IRON BODY,
4. DEWATERING - CONSTRUCTION SHALL BE ACCOMPLISHED IN A DRYW
BRONZE MOUNTED, SINGLE DISC, 150 WORKING WATER PRESSURE, NON -SHOCK,
C. POLYVINYL CHLORIDE PRESSURE PIPE LESS THAN 4" DIAMETER
TRENCH. WELL -POINTING WILL BE REQUIRED AS NECESSARY. ALL
NON -SLAM, SLOW CLOSING, AND HYDROSTATICALLY TESTED AT 300 PSI.
SHALL BE DR -21, PR -200.
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ENDS SHALL BE 125 POUND ANSI 816.1 FLANGES OR 125 POUND ANSI 82.1
THREADED FITTINGS, DEPENDING UPON LOCATION.
D. POLYVINYL CHLORIDE PIPE SHALL PURCHASED PER APPROVED
MANUFACTURER'S PRODUCT LIST.
B.
WHEN THERE IS NO FLOW THROUGH THE LINE, THE DISC SHALL HANG
W
PLACES FOR DISPOSAL, AS PERMITTED BY LOCAL AND STATE
LIGHTLY AGAINST ITS SEAT. WHEN OPEN, THE DISC SHALL SWING CLEAR
E. THE PIPE USED FOR WASTEWATER SHALL BE GREEN IN COLOR.
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OF THE WATERWAY.
THE PIPE USED FOR RECLAIMED WATER SHALL BE PURPLE IN COLOR.
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C. CHECK VALVES SHALL HAVE BRONZE SEAT AND BODY RINGS, EXTENDED
BRONZE HINGE PINS, AND BRONZE NUTS ON THE BOLTS AND BOLTED
COVERS.
D. VALVES SHALL BE SO CONSTRUCTED THAT DISC AND BODY SEAT MAY
EASILY BE REMOVED AND REPLACED WITHOUT REMOVING THE VALVE
FROM THE LINE. VALVES SHALL BE FITTED WITH AN EXTENDED HINGE
ARM WITH OUTSIDE LEVER AND WEIGHT, AS NECESSARY.
E. CHECK VALVES FOR PVC PIPE LESS THAN 3" IN DIAMETER SHALL BE OF
PVC TYPE 1, SERIES BC, WITH UNION, SOCKET, THREADED, OR FLANGED
ENDS, AS REQUIRED. CHECK VALVES FOR PVC PIPES GREATER THAN 3"
SHALL BE BRONZE. PVC BALL CHECK VALVES SHALL BE PER THE APPROVED
MANUFACTURER'S PRODUCT LIST.
PLUG VALVES
A. PLUG VALVES SHALL BE NON -LUBRICATED ECCENTRIC TYPE WITH SEMI -
STEEL BODIES, RESILIENT FACED PLUGS, .AND STAINLESS STEEL OR
NICKEL SEATS IN THE BODY. PORT AREAS SHALL BE AT LEAST 80
PERCENT OF FULL PIPE AREA FOR VALVES 20 INCHES AND SMALLER.
PORT AREA SHALL BE 70 PERCENT FOR ALL VALVES 24 INCHES AND
LARGER. ALL VALVES 4 INCHES AND LARGER SHALL BE OF THE BOLTED
DESIGN. ALL EXPOSED NUTS, BOLTS, SPRINGS AND WASHERS SHALL BE
HOT DIPPED GALVANIZED, EXCEPT EXPOSED HARDWARE FOR
SUBMERGED VALVES SHALL BE OF STAINLESS STEEL. VALVE BODIES
SHALL BE SEMI -STEEL WITH 125 -POUND ANSI STANDARD FLANGED ENDS
FOR INTERIOR OR ABOVEGROUND SERVICE; MECHANICAL JOINT FOR
BURIED SERVICE AND FOR USE WITH THREADED CAST IRON OR DUCTILE
IRON PIPING SHALL HAVE SCREWED END CONNECTIONS. THE PLUG
SHALL BE ONE PIECE AND OF SUFFICIENT DESIGN SO AS NOT TO REQUIRE
A STIFFENING MEMBER OPPOSITE THE FACE PLUG.
B. PLUG VALVES 6 INCHES OR GREATER IN DIAMETER SHALL BE EQUIPPED WITH
GEAR ACTUATORS, WHICH SHALL CLEARLY INDICATE VALVE POSITION AND AN
ADJUSTABLE STOP SHALL BE PROVIDED. CONSTRUCTION OF ACTUATOR
HOUSING SHALL BE SEMI -STEEL. ALL GEARING SHALL BE ENCLOSED,
SUITABLE FOR RUNNING IN OIL WITH SEALS PROVIDED ON ALL SHAFTS TO
PREVENT ENTRY OF DIRT AND WATER INTO THE ACTUATOR. ALL SHAFT
BEARINGS SHALL BE FURNISHED WITH PERMANENTLY LUBRICATED
BEARING BUSHINGS.
C. THREE-WAY PLUG VALVES SHALL BE NON -LUBRICATED GEAR OPERATED.
VALVE BODIES SHALL BE SEMI -STEEL WITH 125 -POUND ANSI STANDARD
FLANGES, AND ALL PLUGS SHALL BE RESILIENT FACED. THREE-WAY
VALVES SHALL BE 3 -WAY, 3 -PORT, 270 DEGREE TURN.
D. PLUG VALVES AND ACTUATORS SHALL BE AS PER THE APPROVED
MANUFAQTURER'S PRODUCT LIST.
AIR RELEASE VALVES
A. THE AIR RELEASE VALVES SHALL BE INSTALLED AS SHOWN ON THE
DRAWINGS. VALVES SHALL BE PROVIDED WITH A VACUUM CHECK TO
PREVENT AIR FROM REENTERING THE LINE. ABOVEGROUND AIR RELEASE
VALVES FOR WASTEWATER SHALL BE PER THE APPROVED MANUFACTURER'S
PRODUCT LIST.
B. THE FITTINGS SHALL BE THREADED. BELOW GROUND AIR RELEASE VALVES
FOR WASTEWATER SHALL BE AS ON THE APPROVED MANUFACTURER'S
PRODUCT LIST. AIR RELEASE VALVES FOR WATER LINES SHALL BE AS PER
THE APPROVED MANUFACTURER'S PRODUCT LIST.
FIRE HYDRANTS
FIRE HYDRANTS SHALL BE TRAFFIC TYPE 5-1/4" VALVE OPERATED AND
MANUFACTURED PER THE APPROVED MANUFACTURER'S PRODUCT LIST. FIRE
HYDRANTS SHALL COMPLY WITH CURRENT AWWA STANDARD SPECIFICATION
C502-94, OR LATEST REVISION, FOR FIRE HYDRANTS FOR WATER WORKS
SERVICE. EACH HYDRANT SHALL HAVE 6" MECHANICAL JOINT ENDS WITH
HARNESSING LUGS ("DOG EARS") AND SHALL OPEN BY TURNING TO THE LEFT
(COUNTERCLOCKWISE). FIRE HYDRANT SHALL BE OF AMPLE LENGTH FOR 18"
CLEARANCE ABOVE CENTERLINE OF ROADWAY. IT SHALL BE PROVIDED WITH
TWO 2-1/2" HOSE NOZZLES AND ONE 4-1/2" PUMPER NOZZLE, ALL HAVING
NATIONAL STANDARD HOSE THREADS. NOZZLES SHALL HAVE CAPS ATTACHED
BY CHAINS. OPERATING NUTS SHALL BE AWWA STANDARD (PENTAGONAL,
MEASURING 1-1/2" POINT TO FLAT). FIRE HYDRANTS SHALL BE EQUIPPED
WITH "O-RING" PACKING. FIRE HYDRANT SHALL BE PAINTED FEDERAL SAFETY
RED.
BACKFLOW PREVENTERS
ALL BACKFLOW PREVENTERS SHALL BE MOUNTED ABOVEGROUND, IN
NON -TRAFFIC AREAS ON THE CUSTOMER'S SIDE OF THE METER. ABOVEGROUND
PIPING SHALL BE DUCTILE IRON. BRASS OR COPPER PIPE MAY BE USED FOR
PIPE 2" IN DIAMETER OR SMALLER. BACKFLOW PREVENTERS SHALL BE OF
REDUCED PRESSURE/DOUBLE CHECK TYPE WITH TWO (2) INDEPENDENTLY
OPERATING CHECK VALVES, AND SHALL BE DESIGNED TO OPERATE IN A
HORIZONTAL FLOW MODE. AN INDEPENDENT RELIEF VALVE SHALL BE LOCATED
BETWEEN THE TWO CHECK VALVES. REDUCED PRESSURE FEATURE SHALL BE
INCLUDED IN ALL COMMERCIAL APPLICATIONS. PREVENTERS SHALL UNIVERSITY
OF SOUTHERN CALIFORNIA (USC) APPROVED AS PER APPROVED
MANUFACTURER'S PRODUCT LIST.
VALVE BOXES
A. ALL BURIED VALVES SHALL HAVE CAST IRON TWO OR THREE PIECE VALVE
BOXES WITH CAST IRON COVERS AND SHALL BE PROVIDED WITH SUITABLE
HEAVY BONNETS EXTENDED TO MATCH FINISHED GRADE AS DIRECTED BY
THE ENGINEER. THE BARREL SHALL BE ONE OR TWO PIECE, SCREW TYPE,
HAVING 5-1/4" SHAFT. COVERS SHALL HAVE "WATER" CAST INTO THE TOP
FOR WATER MAINS, "SEWER" CAST INTO TOP FOR WASTEWATER FORCE
MAINS AND "REUSE" CAST INTO THE TOP FOR REUSE MAINS. ALL VALVES
SHALL HAVE ACTUATING NUTS EXTENDED TO WITHIN 24 INCHES OF GRADE.
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 ENGRAVED LETTERING 1/8" DEEP
AS SHOWN ON THE DRAWINGS AND MANUFACTURED PER THE APPROVED
MANUFACTURER'S PRODUCT LIST.
C. VALVE BOXES SHALL BE INSTALLED IN A CONCRETE PAD, AS SPECIFIED
IN DRAWING DETAIL M-5. IRCDUS MAY ELIMINATE CONCRETE PAD IN ASPHALT
PAVEMENT.
CORPORATION STOPS
A. CORPORATION STOPS FOR CONNECTIONS TO DUCTILE IRON OR PVC PIPING
SHALL BE ALL BRASS OR BRONZE SUITABLE FOR 150 PSI OPERATING PRESSURE
SHALL BE IRON PIPE OR AWWA TAPERED THREAD DESIGN, SHALL BE AS PER
THE APPROVED MANUFACTURER'S PRODUCT LIST, AND SHALL BE OF SIZES
REQUIRED AND/OR NOTED ON DRAWINGS.
B. SADDLES SHALL BE STAINLESS STEEL DOUBLE STRAP WITH EPDXY COATED
IRON SADDLE AS PER APPROVED MANUFACTURER'S PRODUCT LIST.
FLEXIBLE COUPLINGS
A. FLEXIBLE COUPLINGS SHALL BE EITHER THE SPLIT TYPE OR THE SLEEVE TYPE.
1. SPLIT TYPE COUPLING SHALL BE USED WITH ALL INTERIOR PIPING AND
WITH EXTERIOR PIPING AS NOTED. THE COUPLINGS SHALL BE MECHANICAL
TYPE FOR RADIUS GROOVE PIPING. THE COUPLINGS SHALL MECHANICALLY
ENGAGE AND LOCK GROOVED PIPE ENDS IN A POSITIVE COUPLE AND ALLOW
FOR ANGULAR DEFLECTION AND CONTRACTION AND EXPANSION.
2. COUPLINGS SHALL CONSIST OF DUCTILE IRON, ASTM SPECIFICATION A47,
GRADE 32510 HOUSING CLAMPS IN TWO OR MORE PARTS, A SINGLE
CHLORINATED BUTYL COMPOSITION SEALING GASKET WITH A "C" SHAPED
CROSS-SECTION AND INTERNAL SEALING LIPS PROJECTING DIAGONALLY
INWARD, AND TWO OR MORE OVAL TRACK HEAD TYPE BOLTS WITH
HEXAGONAL HEAVY NUTS CONFORMING TO ASTM SPECIFICATION A183 AND
A194 TO ASSEMBLE THE HOUSING CLAMPS. BOLTS AND NUTS SHALL BE
STAINLESS STEEL.
3. SLEEVE TYPE COUPLINGS SHALL BE USED WITH ALL BURIED PIPING. THE
COUPLINGS SHALL BE DUCTILE IRON AND SHALL BE PER THE APPROVED
MANUFACTURER'S PRODUCT LIST. THE COUPLING SHALL BE PROVIDED WITH
STAINLESS STEEL BOLTS AND NUTS, UNLESS INDICATED OTHERWISE.
4. ALL COUPLINGS SHALL BE FURNISHED WITH THE PIPE STOP REMOVED,
5. COUPLINGS SHALL BE PROVIDED WITH GASKETS OF A COMPOSITION
SUITABLE FOR EXPOSURE TO THE LIQUID WITHIN THE PIPE.
6. DUCTILE IRON FOLLOWERS AND MIDDLE RINGS CONFORM TO ASTM A-536
GRADE 65-45-12, NSF -61 FUSION BONDED POWDER EPDXY COATING,
TESTING PER AWWA C-219 (ANSI A21-11), RATING 200 PSI WORKING
PRESSURE PER AWWA C-219, COMPOUNDED GASKETS CONFORM TO
COMPRESSION TEST ASTM D-395 METHOD A AND B, APPROVED FOR
WATER APPLICATION.
STEEL CASING PIPE
A. STEEL CASINGS SHALL CONFORM TO THE REQUIREMENTS OF ASTM DESIGNATION
A139 GRADE "B" AND SHALL BE COATED INSIDE AND OUTSIDE BY A BLACK
BITUMINOUS COATING, MINIMUM 5 MILS THICK. THE CASING PIPES SHALL
HAVE A MINIMUM NOMINAL DIAMETER AND WALL THICKNESS AS INDICATED
BELOW.
CASING PIPE
INSIDE DIAMETER
(INCHES)
CASING PIPE
WALL THICKNESS
(INCHES)
F. IN ANY TEST OF PIPE LAID DISCLOSED LEAKAGE OR SIGNIFICANT PRESSURE
DROP GREATER THAN ALLOWED, THE CONTRACTOR SHALL, AT ITS OWN
EXPENSE, LOCATE AND REPAIR THE CAUSE OF THE LEAKAGE AND RETEST
THE LINE. THE AMOUNT OF LEAKAGE THAT MAY BE PERMITTED SHALL BE
IN ACCORDANCE WITH AWWA STANDARD SPECIFICATIONS.
G. ALL VISIBLE LEAKS ARE TO BE REPAIRED REGARDLESS OF THE AMOUNT
OF LEAKAGE.
H. THE CONTRACTOR MUST SUBMIT HIS PLAN FOR TESTING TO THE ENGINEER
OF RECORD AND UTILITY INSPECTOR FOR REVIEW AT LEAST TEN (10) DAYS
BEFORE STARTING THE TEST.
6-16 10.250 A
18-20 0.312
22-24 0.375
26-28 0.437 B
30-34 0.500
36-38 0.562
40-50 0.625
52-58 0.750
60-78 0.813
84-90 0.875
96-102 0.937
108-114 1.000
120 1.125
B. FIELD AND SHOP WELDS OF THE CASING PIPE SHALL CONFORM TO THE
AMERICAN WELDING SOCIETY STANDARD SPECIFICATIONS. FIELD WELDS C.
SHALL BE COMPLETE PENETRATION, SINGLE VEE GROOVE OR SINGLE
BEVEL GROOVE TYPE JOINTS.
TAPPING SLEEVES AND VALVES
A. TAPPING SLEEVES AND VALVES SHALL BE STAINLESS STEEL WRAPAROUND
TYPE OR DUCTILE IRON ON POTABLE WATER MAINS. IRCDUS SHALL DIRECT
THE CONTRACTOR WHICH TYPE TO BE USED. TAPPING SLEEVE AND VALVES
SHALL BE STAINLESS STEEL WRAPAROUND TYPE FOR WASTEWATER FORCE
MAINS AND REUSE WATER MAINS PER THE APPROVED MANUFACTURER'S
PRODUCT LIST. D
TESTING AND INSPECTION OF WATERMAINS,
RECLAIMED WATER FORCE MAINS,
WASTEWATER FORCEMAINS AND GRAVITY SEWERS E
PRESSURE AND LEAKAGE TESTS OF UNDERGROUND PRESSURE PIPING,
A. NO HYDROSTATIC TESTING WILL BE PERMITTED UNTIL AS -BUILT DRAWINGS
HAVE BEEN SUBMITTED AND APPROVED BY IRCDUS.
F.
B. AT THE BEGINNING OF THE TEST PERIOD, THOROUGHLY CLEAN ALL NEW
PIPELINES BY WHATEVER MEANS NECESSARY, INCLUDING FLUSHING, TO
REMOVE ALL DIRT, STONES, PIECES OF WOOD, OTHER MATERIAL THAT MAY
HAVE ENTERED THE PIPELINE DURING THE CONSTRUCTION PERIOD, AND ALL
DIRTY AND/OR DISCOLORED WATER FROM THE PIPELINES. IF AFTER THIS
CLEANING, ANY OBSTRUCTIONS REMAIN, THEY SHALL BE REMOVED. ALL
DEBRIS CLEANED FROM THE PIPELINES SHALL BE REMOVED FROM THE
JOB SITE. HYDROSTATIC PRESSURE AND LEAKAGE TESTS SHALL CONFORM
TO AWWA STANDARD SPECIFICATIONS C-605-94, OR LATEST REVISION, FOR
PVC PIPE, WITH THE EXCEPTION THAT SPECIFICATIONS C-900-99, OR
LATEST REVISION, FOR DIP, AND AWWA STANDARD SPECIFICATIONS. THE
CONTRACTOR SHALL FURNISH ALL GAUGES, METERS, PRESSURE PUMPS AND
OTHER EQUIPMENT NEEDED TO TEST THE LINE. ENGINEER OR DESIGNATED
REPRESENTATIVE SHALL BE PRESENT DURING ALL TESTING, TELEVISING,
AND FINAL INSPECTIONS.
THE PRESSURE REQUIRED FOR THE FIELD HYDROSTATIC PRESSURE TEST
SHALL BE 1.5 TIMES THE NORMAL WORKING PRESSURE AT THE POINT OF
TESTING, AND NOT LESS THAN 1.25 TIMES THE WORKING PRESSURE AT
THE HIGHEST POINT ALONG THE TEST SECTION, BUT NOT LESS THAN 150
PSIG AND 100 PSIG FOR SEWER FORCE MAINS. THE CONTRACTOR SHALL PROVIDE
TEMPORARY PLUGS AND BLOCKING NECESSARY TO MAINTAIN THE
REQUIRED TEST PRESSURE. CORPORATION STOPS AT LEAST 1 INCH IN
DIAMETER, PIPE RISER AND ANGLE GLOBE VALVES SHALL BE PROVIDED
AT EACH PIPE DEAD-END IN ORDER TO BLEED AIR FROM THE LINE.
DURATION OF PRESSURE TEST SHALL BE AT LEAST 2 HOURS. THE COST
OF THESE ITEMS SHALL BE INCLUDED AS PART OF THE TESTING.
C. THE LEAKAGE TEST SHALL BE CONDUCTED CONCURRENTLY WITH THE
HYDROSTATIC PRESSURE TEST AND SHALL BE OF NOT LESS THAN 2
HOURS DURATION. ALL LEAKS EVIDENT AT THE SURFACE SHALL BE
REPAIRED AND LEAKAGE ELIMINATED REGARDLESS OF TOTAL LEAKAGE
AS SHOWN BY TEST. LINES WHICH FAIL TO MEET TESTS SHALL BE
REPAIRED AND RETESTED AS NECESSARY UNTIL TEST REQUIREMENTS
ARE COMPLIED WITH. DEFECTIVE MATERIALS, PIPES, VALVES AND
ACCESSORIES SHALL BE REMOVED AND REPLACED. THE PIPELINES
SHALL BE TESTED IN SUCH SECTIONS AS MAY BE DIRECTED BY THE
ENGINEER BY SHUTTING VALVES OR INSTALLING TEMPORARY PLUGS AS
REQUIRED. THE LINE SHALL BE FILLED WITH WATER AND ALL AIR
REMOVED, AND THE TEST PRESSURE SHALL BE MAINTAINED IN THE PIPE FOR
THE ENTIRE TEST PERIOD BY MEANS OF A FORCE PUMP TO BE FURNISHED
BY THE CONTRACTOR. ACCURATE MEANS SHALL BE PROVIDED FOR
MEASURING THE WATER REQUIRED TO MAINTAIN THIS PRESSURE. THE
AMOUNT OF WATER REQUIRED IS A MEASURE OF THE LEAKAGE. TESTING
SHALL BE IN ACCORDANCE WITH THE APPLICABLE PROVISIONS AS SET
FORTH IN SECTION 13 OF AWWA STANDARD C600-99, OR LATEST REVISION
THE ALLOWABLE RATE OF LEAKAGE SHALL BE LESS THAN THE NUMBER OF
GALLONS PER HOUR DETERMINED BY THE FOLLOWING FORMULA:
L=ND X (P1/2
7400
L = ALLOWABLE LEAKAGE IN GALLONS PER HOUR
N = NUMBER OF JOINTS IN THE SECTION TESTED
D = NOMINAL DIAMETER OF THE PIPE IN INCHES
P = AVERAGE TEST PRESSURE MAINTAINED DURING THE LEAKAGE TEST
IN POUNDS PER SQUARE INCH GAUGE
D. THE CONTRACTOR MUST SUBMIT HIS PLAN FOR TESTING TO THE
ENGINEER FOR REVIEW AT LEAST FIVE (5) WORKING DAYS BEFORE
STARTING THE TEST. THE CONTRACTOR SHALL REMOVE AND
ADEQUATELY DISPOSE OF ALL BLOCKING MATERIAL AND EQUIPMENT
AFTER COMPLETION AND ACCEPTANCE OF THE FIELD HYDROSTATIC
TEST, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ANY DAMAGE
TO THE PIPE COATING SHALL BE REPAIRED BY THE CONTRACTOR. LINES
SHALL BE TOTALLY FREE AND CLEAN PRIOR TO FINAL ACCEPTANCE.
E. THE ENGINEER OR THE ENGINEER'S REPRESENTATIVE MUST BE PRESENT
DURING TESTING.
F. IF THRUST BLOCKS HAVE BEEN APPROVED FOR USE, THRUST BLOCKS
SHALL NOT BE BACKFILLED UNTIL INSPECTED BY IRCDUS INSPECTORS.
ADDITIONAL PRESSURE TESTING FOR POLYETHYLENE (PE) PIPES
A. AT THE BEGINNING OF THE TEST PERIOD, THOROUGHLY CLEAN ALL NEW
PIPELINES BY WHATEVER MEANS NECESSARY, INCLUDING FLUSHING, TO
REMOVE ALL DIRT, STONES, PIECES OF WOOD, OTHER MATERIAL THAT MAY
HAVE ENTERED THE PIPELINE DURING THE CONSTRUCTION PERIOD, AND ALL
DIRTY AND/OR DISCOLORED WATER FROM THE PIPELINES. IF AFTER THIS
CLEANING, ANY OBSTRUCTIONS REMAIN, THEY SHALL BE REMOVED. ALL
DEBRIS CLEANED FROM THE PIPELINES SHALL BE REMOVED FROM THE
JOB SITE.
B. ALL PE WATER MAINS SHALL BE FIELD TESTED. THE CONTRACTOR SHALL
SUPPLY ALL LABOR, EQUIPMENT, MATERIAL, GAUGES, PUMPS, METERS AND
INCIDENTALS REQUIRED FOR TESTING. THE CONTRACTOR SHALL PRESSURE
TEST EACH WATER MAIN UPON COMPLETION OF THE PIPE LAYING AND
BACKFILLING OPERATIONS, INCLUDING PLACEMENT OF ANY REQUIRED TEMPORARY
ROADWAY SURFACING.
C. THE PRESSURE REQUIRED FOR THE FIELD HYDROSTATIC PRESSURE TEST
SHALL BE 1.5 TIMES THE NORMAL WORKING PRESSURE AT THE POINT OF
TESTING, AND NOT LESS THAN 1.25 TIMES THE WORKING PRESSURE AT
THE HIGHEST POINT ALONG THE TEST SECTION, BUT NOT LESS THAN 150
PSIG AND 100 PSIG FOR SEWER FORCE MAINS. THE CONTRACTOR SHALL PROVIDE
TEMPORARY PLUGS AND BLOCKING NECESSARY TO MAINTAIN THE
REQUIRED TEST PRESSURE. CORPORATION STOPS AT LEAST 1 INCH IN
DIAMETER, PIPE RISER AND ANGLE GLOBE VALVES SHALL BE PROVIDED
AT EACH PIPE DEAD-END IN ORDER TO BLEED AIR FROM THE LINE.
DURATION OF PRESSURE TEST SHALL BE AT LEAST 2 HOURS. THE COST
OF THESE ITEMS SHALL BE INCLUDED AS PART OF THE TESTING.
D. TESTING SHALL BE CONDUCTED AFTER BACKFILLING HAS BEEN COMPLETED
AND BEFORE PLACEMENT OF PERMANENT SURFACE.
E. ALLOWABLE AMOUNT OF MAKEUP WATER FOR EXPANSION DURING THE
PRESSURE TEST OF THE PIPE SHALL CONFORM TO PLASTIC PIPE INSTITUTE
(PIP) HANDBOOK OF POLYETHYLENE PIPE; INSPECTION, TESTS AND SAFETY
CONSIDERATIONS, UNLESS OTHERWISE APPROVED BY THE ENGINEER. THE
OPERATING SAFETY CONSIDERATIONS, POST INSTALLATION, HYDROSTATIC
TESTING, MONITORED MAKEUP WATER TEST, TABLE 111, IS ON PAGES 24 AND
25 OF THE HANDBOOK.
G.
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K.
L.
M.
ESTING OF GRAVITY SEWERS
. LEAKAGE TESTS BY EXFILTRATION AND INFILTRATION, AS DESCRIBED
BELOW, WILL BE MADE ON ALL PIPES.
EXFILTRATION TESTS WILL BE MADE ON PIPE AFTER BACKFILLING. ALL
SEWERS SHALL BE TESTED SUCH THAT WATER IS FILLED TO THE RIM OF
LOWEST MANHOLE BEING TESTED WITHIN EACH SECTION BEING TESTED,
AS DIRECTED BY THE IRCDUS. MECHANICAL PLUGS SHALL BE USED ON THE
GRAVITY SEWER SYSTEM IN SUCH A MANNER THAT THE AIR CAN BE
RELEASED FROM THE SEWER WHILE IT IS BEING FILLED WITH WATER. THE
TEST 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 THIS PERIOD. IF TEST RESULTS ARE
UNSATISFACTORY, THE ENGINEER AND/OR IRCDUS MAY DIRECT THAT
ADDITIONAL TEST BE MADE ON ANY SECTION OR THE ENTIRE PIPE.
IF ANY JOINT SHOWS AN APPRECIABLE AMOUNT OF LEAKAGE, THE
JOINING MATERIAL SHALL BE REMOVED AND JOINT REMADE. IF ANY
PIPE IS DEFECTIVE, IT SHALL BE REMOVED AND REPLACED. IF THE
QUANTITY OF WATER REQUIRED TO MAINTAIN A CONSTANT LEVEL IN
THE SEWER FOR ONE HOUR DOES NOT EXCEED 100 GALLONS PER INCH OF
DIAMETER PER DAY PER MILE OF SEWER, AND IF ALL THE LEAKAGE IS
NOT CONFINED TO A FEW JOINTS, THE WORKMANSHIP SHALL BE
CONSIDERED SATISFACTORY. IF THE AMOUNT OF LEAKAGE INDICATES
DEFECTIVE JOINTS OR BROKEN PIPES, THE CONTRACTOR SHALL CORRECT
THEM.
PIPE SHALL BE TESTED FOR INFILTRATON AFTER THE BACKFILL HAS
BEEN PLACED. INFILTRATION TESTS SHALL BE MADE UNDER THE
SUPERVISION OF THE ENGINEER AND IRCDUS. THE LENGTH OF THE LINE
TO BE TESTED SHALL BE AS DIRECTED BY THE ENGINEER AND/OR IRCDUS
THE ALLOWABLE INFILTRATION SHALL BE 100 GALLONS PER INCH OF
DIAMETER PER DAY PER MILE OF SEWER.
RATE OF INFILTRATION SHALL BE DETERMINED BY MEANS OF V -NOTCH
WEIRS, PIPE SPIGOT, OR BY PLUGS IN THE END OF THE PIPE, TO BE
PROVIDED AND INSTALLED BY THE CONTRACTOR IN AN APPROVED
MANNER, AND AT SUCH TIMES AND LOCATIONS AS MAY BE DIRECTED BY
THE ENGINEER AND/OR IRCDUS.
IF AN INSPECTION OF THE COMPLETED SEWER OR ANY PART THEREOF
SHOWS ANY MANHOLES, PIPES, OR JOINTS WHICH ALLOW THE
INFILTRATION OF WATER IN A NOTICEABLE STREAM OR JET, THE
DEFECTIVE WORK OR MATERIAL SHALL BE REPLACED OR REPAIRED, AS
DIRECTED BY THE ENGINEER AND/OR IRCDUS.
LEAKAGE BETWEEN TWO ADJACENT MANHOLES MAY BE DOUBLE THE
AMOUNT ABOVE STATED, PROVIDED THE AVERAGE LEAKAGE FOR A
TOTAL LENGTH OF ANY SIZE DOES NOT EXCEED THE AMOUNT FIRST
STATED, AND PROVIDED THERE ARE NOT GUSHING OR SPURTING LEAKS.
ALL WATER USED IN TESTING AND FLUSHING SHALL BE FURNISHED AT
THE CONTRACTOR'S EXPENSE. THE MINIMUM AMOUNT OF WATER TO BE
USED IS TWO (2) TIMES THE VOLUME OF THE PIPE.
THE CONTRACTOR MAY USE AN AIR TEST IN LIEU OF THE EXFILTRATION
TEST AS DESCRIBED ABOVE. IF HE ELECTS TO DO THIS, HE SHALL SUBMIT
HIS PROPOSED METHOD TO THE ENGINEER AND/OR IRCDUS FOR APPROVAL.
IF THE RESULTS OF THE AIR TEST ARE UNSATIS-ACTORY, AS DETERMINED
BY THE COUNTY, THE CONTRACTOR SHALL BE REQUIRED TO PERFORM
THE EXFILTRATION TEST AS OUTLINED ABOVE.
AT THE CONCLUSION OF THE WORK, THE CONTRACTOR SHALL
THOROUGHLY CLEAN THE ENTIRE INSIDE OF THE PIPE BY FLUSHING
WITH WATER OR OTHER MEANS TO REMOVE ALL DIRT, STONES,
PIECES OF WOOD, OR OTHER MATERIAL WHICH MAY HAVE ENTERED
DURING THE CONSTRUCTION PERIOD. DEBRIS CLEANED FROM THE LINES
SHALL BE REMOVED FROM THE LOWEST OUTLET. IF, AFTER THIS OUTLET
CLEANING, OBSTRUCTIONS REMAIN, THEY SHALL BE REMOVED. AFTER
THE PIPE IS CLEANED AND IF THE GROUNDWATER LEVEL IS ABOVE THE
PIPE, OR FOLLOWING A HEAVY RAIN, THE COUNTY WILL EXAMINE THE
PIPE FOR LEAKS. IF DEFECTIVE PIPES OR JOINTS ARE DISCOVERED AT
THIS TIME, THE CONTRACTOR SHALL REPAIR THEM AT HIS EXPENSE.
UPON COMPLETION OF THE WORK, THE SEWER SYSTEM OR SELECTED
SECTIONS THEREIN SHALL BE SUBJECTED TO A F'NAL TEST AND
INSPECTION. ALL WORK IN THE SYSTEM OR SECTIONS THEREIN BEING
TESTED SHALL BE COMPLETE, CLEANED AND READY FOR USE, TESTS
SHALL BE AS SPECIFIED HEREIN AND SHALL MEET ALL REQUIREMENTS AS
TO LINE, GRADE, CLEAN LINES, INFILTRATION, EXFILTRATION AND
WORKMANSHIP.
INSPECTION OF MAINS SHALL BE BY USE OF A SELF-CONTAINED
TELEVISION SYSTEM AND LAMPING UPON SATISFACTORY COMPLETION
AND ACCEPTANCE OF FINAL ROAD BASE MATERIAL. THESE FACILITIES
SHALL BE PROVIDED AND OPERATED BY THE CONTRACTOR AS
SPECIFIED BELOW:
THE CONTRACTOR SHALL PROVIDE THE IRCDUS WITH VIDEOTAPE
RECORDINGS, ON VHS FORMAT, OF THE INTERIOR OF ALL MAIN
LINE GRAVITY SEWERS AND THE INTERIOR OF ALL SEWER LATERALS
THE TAPES E SHALL BE CONTAINED IN A APPROVED CARTRIDGE -TYPE
CONTAINER. THE TAPES SHALL BE RECORDED BY PULLING A
TELEVISION CAMERA THROUGH THE LINE ALONG THE AXIS OF THE
PIPE. THE TELEVISION EQUIPMENT SHALL CONSIST OF A SELF-
CONTAINED CAMERA AND A MONITORING UNIT CONNECTED BY A
COAXIAL CABLE. THESE RECORDINGS SHALL BE DONE DURING 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
CAMERA SO THAT AS MAY BE REQUESTED BY THE ENGINEER,
PHOTOGRAPHS SHALL BE MADE OF A PARTICULAR PORTION OF THE
MAIN BEING VIEWED. THE TAPES SHALL BE PROPERLY EXPOSED
AND THE CAMERA SHALL BE IN PROPER FOCUS SO THAT GOOD,
CLEAR RECORDINGS SHOWING DETAIL ARE PRODUCED. TAPES
SHALL BE IDENTIFIED BY AUDIO RECORDINGS NOTING THE
MANHOLE NUMBERS, DISTANCES TO SERVICE LATERAL
CONNECTIONS, DIRECTION OF LATERAL CONNECTION, AND ANY
LEAKS, CRACKS OR PIPE DEFECTS. EACH CARTRIDGE SHALL BE
CLEARLY MARKED AS TO THE CONTENTS AND NUMBER, WITH AN
INDEX OF ALL CARTRIDGES. VIDEOTAPES OF THE COMPLETED
MAINS SHALL BE DELIVERED TO IRCDUS. THE CONTRACTOR SHALL
PROVIDE ANY ASSISTANCE REQUIRED BY THE IRCDUS OR THE
ENGINEER OF RECORD.
GENERAL DESIGN DATA
GRAVITY SEWERS
A. A MANHOLE SHALL BE CONSTRUCTED 20 FEET UPSTREAM OF THE LIFT
STATION. THERE SHALL BE ONLY ONE PIPE CONNECTION FROM THE MANHOLE
TO THE LIFT STATION. THE PIPE BETWEEN THE LIFT STATION AND THE
MANHOLE SHALL BE SDR -26 OR C-900 PVC PIPE. UNLESS THE
DOWNSTREAM INVERT IS �>16 FT BELOW GRADE IN WHICH CASE
DUCTILE IRON PIPE WILL BE REQUIRED IN ACCORDANCE WITH THESE
SPECIFICATIONS.
B. ALL SANITARY SEWERS SHALL BE CONSTRUCTED AS REQUIRED BY
THE IRCDUS DESIGN TO BE DONE ACCORDING TO RECOMMENDED
10 STATE STANDARDS FOR WASTEWATER FACILITIES, LATEST
EDITION, AND CURRENT REGULATORY AGENCY REQUIREMENTS.
C. GRAVITY SEWERS SHALL BE DESIGNED FOR ESTIMATED PEAK FLOW AT
ULTIMATE DEVELOPMENT, WHICH SHALL BE THE PRODUCT OF A
SELECTED PEAKING FACTOR AND THE PROJECTED OR KNOWN AVERAGE
DAILY FLOW AT ULTIMATE SYSTEM DEVELOPMENT.
D. PROJECTIONS OF AVERAGE DAILY FLOW SHALL BE MADE USING A PER
CAPITA SEWAGE FLOW OF 100 GALLONS PER DAY AND IN ACCORDANCE
WITH INDIAN RIVER COUNTY ORDINANCES. PEAK HOUR (DESIGN) FLOWS
SHALL BE ESTIMATED USING A PEAKING FACTOR AS OUTLINED WITHIN
RECOMMENDED 10 STATE STANDARDS FOR WASTEWATER FACILITIES,
LATEST EDITION.
E. ALL SEWERS SHALL BE SIZED TO PROVIDE AMPLE CAPACITY FOR PEAK
DESIGN FLOWS. THE MINIMUM ALLOWABLE PIPE SIZE SHALL BE 8" FOR
COLLECTION LINES AND 6" FOR SERVICE LATERALS. SEWERS SHALL BE
DESIGNED AT SLOPES PROVIDING MINIMUM VELOCITIES OF 2 FEET PER
SECOND WHEN FLOWING FULL OR HALF -FULL, USING THE MANNINGS
ROUGHNESS COEFFICIENT (n) OF 0.013 FOR DUCTILE IRON PIPE AND 0.012
FOR POLYVINYL CHLORIDE PIPE. IN GENERAL THE FOLLOWING MINIMUM
SLOPES SHALL BE PROVIDED FOR SEWER SIZES 8" TO 36" OR APPROVED
BY IRCDUS:
DIP PVC
PIPE DIAMETER n = 0.013 n = 0.012
A. EXCAVATION FOR UTILITIES AND/OR HOUSE CONNECTIONS SHALL BE
$ z
8 0.40% 0.34%
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10 0.28% 0.24%
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12 0.22% 0.19%
15 0.15% 0.13%
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18 0.12% 0.10%
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21 0.10% 0.09%
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F. MANHOLES SHALL BE INSTALLED AT THE END OF EACH LINE, AT ALL
CHANGES IN GRADE, SIZE OR ALIGNMENT, AT ALL JUNCTIONS
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(EXCLUDING SERVICE LATERALS) AND AT DISTANCES NO GREATER THAN
400 FEET APART.
G. SEWER LATERALS SHALL NOT BE CONNECTED DIRECTLY INTO
MANHOLES UNLESS APPROVED BY IRCDUS. IRCDUS WILL DIRECT
INDUSTRIAL WASTEWATER INTO MANHOLES ON A CASE-BY-CASE
a
BASIS.
H. GRAVITY SEWERS MUST BE INSTALLED IN FRONT (UNDER DRIVEWAY/ (o
ROADWAY PAVEMENT) OF NEW BUILDINGS AND/OR UNDER ROADWAY O
PAVEMENT IN DEDICATED RIGHTS-OF-WAY, ALL ACCESSIBLE TO Il- O
MAINTENANCE EQUIPMENT. M cV O
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1. GRAVITY MAINS SHALL BE INSTALLED A MINIMUM OF 10 FEET FROM ANY I J �- J U II
(0 W U) W W
EXISTING OR PROPOSED STRUCTURE (WALLS, TREES, TRANSFORMER PADS O Of 0' of O <-
ETC.)
EARTHWORK AND BACKFILL
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A. EXCAVATION FOR UTILITIES AND/OR HOUSE CONNECTIONS SHALL BE
$ z
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ADEQUATELY GUARDED WITH BARRICADES AND LIGHTS, SO AS TO
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PROTECT THE PUBLIC FROM HAZARD. STREETS, SIDEWALKS, DRIVEWAYS,
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CURBS, PARKWAYS AND OTHER PUBLIC PROPERTY DISTURBED IN THE
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COURSE OF THE WORK SHALL BE RESTORED IN A MANNER SATISFACTORY
TO THE IRCDUS AND/OR PUBLIC WORKS.
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B. FOUNDATION MATERIAL USED FOR PIPE BEDDING, FROM A MINIMUM 6-
10 �
INCH DISTANCE BELOW THE PIPE INVERT TO THE BOTTOM 12 INCHES
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ABOVE THE TOP OF THE PIPE, SHALL BE BANK RUN SAND AND GRAVEL.
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GRAVITY SEWERS AND FORCE MAINS SHALL BE INSTALLED TO HAVE A
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MINIMUM DEPTH OF 36 INCHES. INSTALLATION OF GRAVITY SEWERS SHALL
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A MUMACCEPTED IN GRAVITY
TOLERANCE OF 1/2" DIP WILL BE
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SEWER CONSTRUCTION. A 2 -INCH WIDE MAGNETIC I.D. TAPE SHALL BE
PLACED CONTINUOUSLY IN THE TRENCH
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OVER ALL PIPES, 12 -INCHES
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BELOW GRADE.
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1. TRENCH - TRENCH WIDTH SHALL BE KEPT TO A MINIMUM
NECESSARY FOR INSTALLATION OF THE PIPE, AND SHALL COMPLY
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SHALL BE GRADED UNIFORMLY TO MATCH THE SLOPE OF THE PIPE.
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DEBRIS THAT MIGHT BE DAMAGING TO THE PIPE, SHALL BE USED.
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BACKFILL SHALL BE PLACED IN THE TRENCH IN UNIFORM LIFTS OF
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BE COMPACTED IN 12 INCH (MAX) LIFTS UP TO FINISHED GRADE TO
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ACHIEVE A MINIMUM COMPACTION OF 98% OF MAXIMUM
DENSITY IN ROADWAYS,
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WITH AASATO SPECIFICATIONS T-180 AND ASTM D-2167.
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TRENCH. WELL -POINTING WILL BE REQUIRED AS NECESSARY. ALL
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PLACES FOR DISPOSAL, AS PERMITTED BY LOCAL AND STATE
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5. SHEETING - SHEETING AND SHORING SHALL BE INSTALLED AS MAY
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UNIFORM TO OSHA REQUIREMENTS.
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D. INSTALLATION OF FORCE MAINS (SEWER OR REUSE WATER) SHALL BE IN
ACCORDANCE WITH AWWA STANDARD C-600 AND THE INSTALLATION
SPECIFICATIONS FOR WATER LINES IN THE WATER DISTRIBUTION SECTION,
IRRESPECTIVE OF THE TYPE OF PIPE SELECTED. A 2 -INCH WIDE MAGNETIC
I.D. TAPE AND TRACER WIRE SHALL BE PLACED CONTINUOUSLY IN THE
TRENCH OVER ALL PIPES PER DETAIL M-14, 12 INCHES ABOVE PIPE.
1. TRENCH - TRENCH WIDTH SHALL BE KEPT TO A MINIMUM
NECESSARY FOR INSTALLATION OF THE PIPE, AND SHALL COMPLY
WITH CURRENT OSHA REQUIREMENTS. THE TRENCH BOTTOM
SHALL BE GRADED UNIFORMLY TO MATCH THE SLOPE OF THE PIPE.
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2. BACKFILL - ONLY GOOD QUALITY BACKFILL, FREE OF STONES,
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HARD PAN MATERIALS, ROOTS, ROCKS, BROKEN CEMENT OR OTHER
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DEBRIS THAT MIGHT BE DAMAGING TO THE PIPE, SHALL BE USED.
BACKFILL SHALL BE PLACED IN THE TRENCH IN UNIFORM LIFTS OF
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12 INCHES.
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3. COMPACTION - ALL FILL MUST BE COMPACTED BY HAND TAMPING
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FROM UNDER THE PIPE UP TO THE CENTER LINE. BACKFILL SHALL
BE COMPACTED IN 12 INCH (MAX) LIFTS UP TO FINISHED GRADE TO
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ACHIEVE A MINIMUM COMPACTION OF 98% OF MAXIMUM
DENSITY IN ROADWAYS, SHOULDERS AND EASEMENTS, IN ACCORDANCE
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WITH AASATO SPECIFICATIONS T-180 AND ASTM D-2167.
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4. DEWATERING - CONSTRUCTION SHALL BE ACCOMPLISHED IN A DRY
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TRENCH. WELL -POINTING WILL BE REQUIRED AS NECESSARY. ALL3:
WATER ENTERING EXCAVATIONS OR OTHER PARTS OF THE WORK
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SHALL BE CONTAINED, COLLECTED AND PUMPED TO SUITABLE
PLACES FOR
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DISPOSAL, AS PERMITTED BY LOCAL AND STATE
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5. SHEETING - SHEETING AND SHORING SHALL BE INSTALLED AS MAY
BE NECESSARY FOR THE PROTECTION OF THE WORK,
PRESERVATION OF ADJACENT PROPERTY AND STRUCTURES, AND
THE SAFETY OF EMPLOYEES. SHEETING AND BRACING SHALL BE
UNIFORM TO OSHA REQUIREMENTS.
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C13
(�"OF 18
AROBERT�. Lt-C(N. L. P.E. #64745
❑AARON J. BOWLES, FL P.E. #55313 06-327
VIN 1 1 227
EROSION AND SEDIMENTATION CONTROL NOTES
Construction activities can result in the generation of significant
amounts of pollutants which may reach surface or ground waters.
One of the primary pollutants of surface waters is 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 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
1. Sediment basin and traps, perimeter dikes, sediment barriers
and other measures intended to trap sediment shall be
constructed as a first step in any land -distributing activity
and shall be made functional before unslope land disturbance
2. All sediment control measures are to be adjusted to SHWL
conditions at the time of 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
permanent stabilization of all soil stockpiles on site as well
as soil intentionally transported from the project site.
5. Aermanent vegetative cover shall
p g be established on denuded
areas not otherwise 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 diversions immediately after
7. Surface runoff from disturbed areas that is comprised of flow
from drainage areas greater than or equal to three acres shall
be controlled by a sediment basin. The sediment basin shall
be designed and constructed to accommodate the anticipated
sediment loading from the land -disturbing activity. The
outfall device or system design shall take into account the
total drainage area flowing through the disturbed area to be
served by the basin.
8. After any significant rainfall, sediment control structures
will be inspected for integrity. Any damaged devices shall be
corrected immediately.
9. Concentrated runoff shall not flow down cut or fill slopes
unless contained within an adequate temporary or permanent
channel, flume or slope drain structure.
10. Whenever water seeps from a slope face, adequate drainage or
other protection shall be provided.
FND.4`x4' SRO Benchm k
CONC.MON.
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49 50 51 52 53 54 SS 56 57 58 59 60
>t I I I I I I I I I 1 I I
k (' STORMWATER MANAGEMENT
TRACT B - 0.62 ACRES
4`1 - - P1x r, S89'23'08 VV
NOT SUBDIVIDED
48 HOURS BEFORE DIGGING
CALL TOLL FREE
1-800-432-4770
SUNSHINE STATE ONE CALL
OF FLORIDA, INC.
4999rCC)
LEGEND
NOT SUBDIVIDED
INLET PROTECTION
SILT FENCE
11. Sediment will be prevented from entering any storm drain
system, ditch or channel. All storm sewer inlets that are
made operable during construction shall be protected so that
sediment -laden water cannot enter the conveyance system
without first being filtered or otherwise treated to remove
sediment.
12. Before temporary or newly constructed stormwater conveyance
channels are made operational, adequate outlet protection and
any required temporary or permanent channel lining shall be
installed in both the conveyance channel and receiving
channel.
13. When work in a live watercourse is performed, precautions
shall be taken to minimize encroachment, control sediment
transport and stabilize the work area to the greatest extent
possible during construction. Nonerodible material shall be
used for the construction of causeways and cofferdams.
Earthen fill may be used for these structures if armored by
nonerodible cover materials.
14. When a live watercourse must be crossed by construction
vehicles, a temporary stream crossing constructed of
nonerodible material shall be provided.
15. The bed and banks of a watercourse shall be stabilized
immediately after work in the watercourse is completed.
16. Periodic inspection and maintenance of all sediment control
structures must be provided to ensure intended purpose is
accomplished. The Developer, owner and/or contractor shall be
continually responsible for all sediment leaving the property.
Sediment control measures shall be in working condition at the
end of each working day.
DIRECTION OF FLOW---
14,
LOW.`
_ BACKFIL
q�LrfT-
FABRIC 18"
TOE IN FLAP
SODDED SLOPE
17. Underground utility lines shall be installed in accordance
with the following standards in addition to other applicable
criteria:
A. No more than 500 linear feet of trench may be opened at
one time.
B. Excavated material shall be placed on the uphill side of
trenches.
C. Effluent from dewatering operations shall be filtered or
passed through an approved sediment trapping device, or
both, and discharged in a manner that does not adversely
affect flowing streams or off-site property.
D. Restabilization shall be accomplished in accordance with
these regulations.
18. Where construction vehicle access routes intersect paved
public roads, provisions shall be made to minimize the
transport of sediment by tracking onto the paved surface,
where 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
shoveling or sweeping and transported to a sediment control
disposal area. Street washing shall be allowed only after
sediment is removed in this manner. This provision shall
apply to individual subdivision lots as well as to larger
land -distributing activities.
19. All temporary erosion and sediment control measures shall be
removed within 30 days after 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 shall be permanently
stabilized to prevent further erosion and sedimentation.
SILT -BARRIER
(FABRIC FENCE)
TOE OF SLOPE
VARIES
FABRIC FENCE SILT -BARRIER
EXISTING GRADE
20. Properties and waterways downstream from construction site
shall be protected from sediment disposition and erosion.
21. Phased projects should be cleared in conjunction with
construction of each phase,
22. Erosion control design and construction shall follow the
requirements in Index Nos. 101, 102 and 103 of FDOT Roadway
and Traffic Design Standards.
23. The Reviewer may approve modifications or alter plans to these
erosion control criteria due to site specific conditions.
-a ■ W
ANCHOR BALES WITH TWO (2)
2"x 2'x 4' STAKES THROUGH
EACH BALE
••l.. ��.. ���.
.I
BALED HAY SILT -BARRIER
PERIMETER EROSION AND SEDIMENT CONTROL
NOTES:
1. CONTRACTOR IS REQUIRED TO PREVENT ANY SEDIMENT TRANSPORT FROM THE PROJECT
SITE ON TO ADJACENT PROPERTY. INSTALLATION OF EITHER BALED HAY OR FABRIC FENCE
TYPE SILT BARRIER IS ACCEPTABLE. THE BARRIER MUST REMAIN IN PLACE UNTIL UPLAND
VEGETATION IS ESTABLISHED.
2. BEFORE REMOVING SILT BARRIER, CONTRACTOR SHALL COLLECT AND DISPOSE OF ANY
ACCUMULATED SILT.
SILT BARRIER DETAIL
N.T.S.
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ROBER LE19 ,-)FL. P.E. #64745
AARON J. BOWLES, FL P.E. #55313
JAN 1 12927
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EDGE OF PAVEMENT —\
35' RAD, (MIN)
PROVIDE 6" LAYER
GRAVEL ROCK (2'to 3" D
TO PREVENT VEHI(
TRACKING ONTO PAVEME
STABALIZED MATERIAL
Sidewalk
Ope
Riser O
r -Apron Ditch a
Curb & Gutter �- Curb & Gutter Ditch
35 RAD. MIN
PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET
Anchor Bales With 2 - 2" x 2" Stones Per Bale.
50' PROTECTION AROUND INLETS OR SIMILAR STRUCTURES
f Type A Or 8 Fence
Note: Bales to be staked at the
direction of the Engineer.
Loose Soil Placed By Shovel And
Lightly Compacted Along Upstream
Face Of Bales.
BALES BACKED BY FENCE
3
0
it. •II•"1
Limits Of Constructs I od I� —50' On Centers ( Typ. )
Waikm1 k
CONSTRUCTION ENTRANCE DETAIL
NOTE: CONTRACTOR TO SWEEP STREETS OR
PROVIDE ADDITIONAL BMP'S TO PREVENT
VEHICLES TRACKING AND EROSION.
1 ( / Sod As Required
Silt Barrier I • • II • •II
•1
! 50' Max. 50' Max. ' Anchor Bales With 2 - 2 x 2' x PLAN
Stakes Per Bale. Overlap Ends Rail
Post
♦"' Fill Slope
_ _Sod j Ditch Botto Inlet
F Median Ditch ELEVATION T 1' Min. Recommen d 5' Typ 1' Min. Recomme ed
--x-10' (Typ. - - - TO BE USED AT SELECTED SITES WHERE THE NATURAL
—Silt Barrier GROUND SLOPES TOWARD THE TOE OF SLOPE
50 Max. 5� Max. Ditch Anchor Lower Bales With 2 - 2" x 2" x 4' Stakes Per Bale.
Anchor Top Bales To Lower Bales With 2 - 2" x 2" x 4' Stakes Per Bihor Bales With 2 - 2" x 2" x 4' Stakes Per Bale
Gross Drain --.I —► ELEVATION ELEVATION
�► Application and Spacing: The use of T-yppess & II bale barriers should be limited to the
conditions outlined in Chart I, Sheet 1 of 3, Index No. 102
50' Max. 1 50' Max. Flow
I I Endwall I Silt Barrier Bales To But •+ 1�""� TYPE 1 TYPE S
j BARRIER FOR UNPAVED DITCHES
Sad ' PLAN Loose Soil Placed By Shovel
Limits Of Construction Anchor Bales WithAnd Lightly Compacted Along
2-2" x 2' x 4' Sta s 6' Min. The Upstream Edge Of Bales.
Per Bale.
Fill Slope
DiTCH INSTALLATIONS AT DRAINAGE STRUCTURES fr.i.y
ELEVATION
TO BE USED AT SELECTED SITES WHERE THE NATURAL
GROUND SLOPES TOWARD THE TOE OF SLOPE
II I�—Sad
Sod • a
• Loose Soil Placed By
Shovel And Lightly
PLAN Compacted Along Upstream
Edge Of Bales.
Anchor Bales With 2 - 2" x 2"
Stakes Per Bale. Rail Post
-1' Min. Recommended
ELEVATION
Spacing: Bale barriers for paved ditches should be spaced in accordance with
Chart3, Sheet 1 of 3, Index No. 102
BARRIER FOR PAVED DITCH
Woven Filter Fabric In Absence Of
Established Grass (Approx. 12' x 12').
Secure Edges By Entrenching And
7 Extend Under Bags and Bales. Fabric
Shall Meet The Requirements Of
Sand Bags- Section 985 Of The Standard
Specifications. Cost Of Fabric To Be
5' Min �t Included In The Contract Unit Price
1 For Baled Hay Or Straw, TN.
3 3
Loose Soil Placed By Shovel And Lightly I Loose Soil Placed By Shovel And Lightly
Compacted Along The Upstream Edge Compacted Along The Upstream Edge Of Balis.
PLAN Of Bales.
PLAN
Post (Options: 2" x 4" Or
21' Min. Dia. Wood; Steel
6' Max. 1.33 Lbs/Ft. Min.)
r -I
18 Oz. Nylon Reinforced
PVC Fabric (300 psi Test)
m
o
0
Sn c
STAKED TURBIDITY BARRIER
LEGEND
�QO oo / •
Proposed Toe Of Slope Pile Locations
/I! aa� ® Dredge Or Fill Area
�7 � ' -a Mooring Buoy w/Anchor
Existing I
f Causeway \ Anchor
O Barrier Movement Due
^^- To Current Action
_.. Shore Line
• • • • SSP
100 �� •'3
type`°�
AOd
Shore Line imits Of Const.
Current Limits Of Cons . Shore Line
/r.
i Structure Alignment
• • �• Turbidity
Barriers
Note:
NOTES: Turbidity barriers for flowing streams and tidal
1. Turbidity barriers are to be used in all permanent bodies of water regardless of water depth. creeks may be either floating, or staked types
or any combinations of types that will suit site
2. Number and spacing of anchors dependent on current velocities. conditions and meet erosion control and water
quality requirements. The barrier type(s) will
3. Deployment of barrier around pile locations may vary to accommodate construction operations. be at the Contractors option unless otherwise
specified in the plans, however payment will
4. Navigation may require segmenting barrier during construction operations. be under the pay Item(s) established in the
plans for Floating Turbidity Barrier and/or
5. For additional information see Section 104 of the Standard Specifications. Staked Turbidity Barrier. Posts in staked
turbidity barriers to be installed in vertical
position unless otherwise directed by the
Engineer.
TURBIDITY BARRIER APPLICATIONS
STORMWATER, POLLUTION PREVENTION PLAN
1 " = 40'-0"
GENERAL NOTES
1. Floating turbidity barriers are to be paid for under the
contract unit price for Floating Turbidity Barrier, LF.
2. Staked turbidity barriers are to be paid for under the contract
unit price for Staked Turbidity Barrier, LF.
TURBIDITY BARRIERS
1 of 1 103
BARRIERS FOR FILL SLOPES
Post Options: Wood j' Mih. 0
Wood 2" x 4"
Oak 1'"x 1.1
Steel 1.33 Lbs/Ft. Mires
r
Optional Post Positions
Filter Fabric (in v
6' Max. Conformance With
Sec. 985 FDOT Spec.)
BALED HAY OR STRAW BARRiE
AND SILT FENCES
Principle Post Position
r — (Canted 20' Toward Flow)
--Filter Fabric
Silt Flow
ELEVATION SEC11ON
Note: Silt Fence to be paid for under the contract unit price for Staked Silt Fence (LF).
TYPE NNN SILT FENCE
oe
411 F\
Type Silt Fence
Silt Flow
' Note: Spacing for Type NNN Fence to be in
^- accordance with Chart -, Sheet 1 of 3
' and ditch installations at drainage
structures Sheet 2 of 3.
Type NNN Silt Fence Protection Type NNN Silt Fence
Around Ditch Bottom Inlets.
Do not deploy in a manner that silt fences will act as a dam across permanent flowing
watercourses. Silt fences are to be used at upland locations and turbidity barriers
used at permanent bodies of water.
SILT FENCE APPLICATIONS
BALED HAY OR STRAW
BARRIERS AND SILT FENCES
102 3 of 3
2 of 3 102
4
u
jVnyi Sheathed EAW Steel Cable
W
i
i
(9800 Lbs. Breaking Strength) With
Galvanized Connectors Free Disconnect)
LL -
i Slotted PVC Connector Pipe
(Metal Collar Reinforced)
(Tool
Closed Cell Solid Plastic Foam
Closed Cell Solid Plastic Foam
Flotation (6" Dia. Equiv.) (12 Lbs.
Per Ft. Buoyancy)
U
Flotation (8' Dia. Equiv.) (17 lbs.
u7
E
Per Ft. Buoyon�c�
W
W
I �'
�
f
r-�oiypro Rope
C18 Oz. Nylon Reinforced
YI
p' ` 18 Oz. Nylon Reinforced
(600 Ib. Breakin
Strength)
PVC Fabric (300 psi Test r PVC Fabric (300 psi
Stress Plate Galvanized Chain Test) With Lacinge
Gromm/ P- ■Galvanized Cha
tIJ
TYPE -r-
TYPE ^'
o
Di =5' Std. (Single Panel For Depths 5' or Less).
c
D2 -5' Std. (Additional Panel For De*s 5').
%
—
Curtain To Reach Bottom Up To Depths Of 10 Feet.
Two(2) Panels To Be Used For Depths Greater Than
U
10 Feet Unless Special Depth Curtains Specifically Called
0) 00
r
"
Z
For In The Plans Or As Determined By The Engineer.
NOTICE-
COMPONENTS OF TYPES w AND -- MAY BE SIMILAR OR IDENTICAL
W
C
TO PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY
n
Z
RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF
Z "
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THE USER. SUBSTITUTIONS FOR TYPES - AND -- SHALL BE AS
O
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APPROVED BY THE ENGINEER.
6_
V
FLOATING TURBIDITY BARRIERS
Zz0
1 ( / Sod As Required
Silt Barrier I • • II • •II
•1
! 50' Max. 50' Max. ' Anchor Bales With 2 - 2 x 2' x PLAN
Stakes Per Bale. Overlap Ends Rail
Post
♦"' Fill Slope
_ _Sod j Ditch Botto Inlet
F Median Ditch ELEVATION T 1' Min. Recommen d 5' Typ 1' Min. Recomme ed
--x-10' (Typ. - - - TO BE USED AT SELECTED SITES WHERE THE NATURAL
—Silt Barrier GROUND SLOPES TOWARD THE TOE OF SLOPE
50 Max. 5� Max. Ditch Anchor Lower Bales With 2 - 2" x 2" x 4' Stakes Per Bale.
Anchor Top Bales To Lower Bales With 2 - 2" x 2" x 4' Stakes Per Bihor Bales With 2 - 2" x 2" x 4' Stakes Per Bale
Gross Drain --.I —► ELEVATION ELEVATION
�► Application and Spacing: The use of T-yppess & II bale barriers should be limited to the
conditions outlined in Chart I, Sheet 1 of 3, Index No. 102
50' Max. 1 50' Max. Flow
I I Endwall I Silt Barrier Bales To But •+ 1�""� TYPE 1 TYPE S
j BARRIER FOR UNPAVED DITCHES
Sad ' PLAN Loose Soil Placed By Shovel
Limits Of Construction Anchor Bales WithAnd Lightly Compacted Along
2-2" x 2' x 4' Sta s 6' Min. The Upstream Edge Of Bales.
Per Bale.
Fill Slope
DiTCH INSTALLATIONS AT DRAINAGE STRUCTURES fr.i.y
ELEVATION
TO BE USED AT SELECTED SITES WHERE THE NATURAL
GROUND SLOPES TOWARD THE TOE OF SLOPE
II I�—Sad
Sod • a
• Loose Soil Placed By
Shovel And Lightly
PLAN Compacted Along Upstream
Edge Of Bales.
Anchor Bales With 2 - 2" x 2"
Stakes Per Bale. Rail Post
-1' Min. Recommended
ELEVATION
Spacing: Bale barriers for paved ditches should be spaced in accordance with
Chart3, Sheet 1 of 3, Index No. 102
BARRIER FOR PAVED DITCH
Woven Filter Fabric In Absence Of
Established Grass (Approx. 12' x 12').
Secure Edges By Entrenching And
7 Extend Under Bags and Bales. Fabric
Shall Meet The Requirements Of
Sand Bags- Section 985 Of The Standard
Specifications. Cost Of Fabric To Be
5' Min �t Included In The Contract Unit Price
1 For Baled Hay Or Straw, TN.
3 3
Loose Soil Placed By Shovel And Lightly I Loose Soil Placed By Shovel And Lightly
Compacted Along The Upstream Edge Compacted Along The Upstream Edge Of Balis.
PLAN Of Bales.
PLAN
Post (Options: 2" x 4" Or
21' Min. Dia. Wood; Steel
6' Max. 1.33 Lbs/Ft. Min.)
r -I
18 Oz. Nylon Reinforced
PVC Fabric (300 psi Test)
m
o
0
Sn c
STAKED TURBIDITY BARRIER
LEGEND
�QO oo / •
Proposed Toe Of Slope Pile Locations
/I! aa� ® Dredge Or Fill Area
�7 � ' -a Mooring Buoy w/Anchor
Existing I
f Causeway \ Anchor
O Barrier Movement Due
^^- To Current Action
_.. Shore Line
• • • • SSP
100 �� •'3
type`°�
AOd
Shore Line imits Of Const.
Current Limits Of Cons . Shore Line
/r.
i Structure Alignment
• • �• Turbidity
Barriers
Note:
NOTES: Turbidity barriers for flowing streams and tidal
1. Turbidity barriers are to be used in all permanent bodies of water regardless of water depth. creeks may be either floating, or staked types
or any combinations of types that will suit site
2. Number and spacing of anchors dependent on current velocities. conditions and meet erosion control and water
quality requirements. The barrier type(s) will
3. Deployment of barrier around pile locations may vary to accommodate construction operations. be at the Contractors option unless otherwise
specified in the plans, however payment will
4. Navigation may require segmenting barrier during construction operations. be under the pay Item(s) established in the
plans for Floating Turbidity Barrier and/or
5. For additional information see Section 104 of the Standard Specifications. Staked Turbidity Barrier. Posts in staked
turbidity barriers to be installed in vertical
position unless otherwise directed by the
Engineer.
TURBIDITY BARRIER APPLICATIONS
STORMWATER, POLLUTION PREVENTION PLAN
1 " = 40'-0"
GENERAL NOTES
1. Floating turbidity barriers are to be paid for under the
contract unit price for Floating Turbidity Barrier, LF.
2. Staked turbidity barriers are to be paid for under the contract
unit price for Staked Turbidity Barrier, LF.
TURBIDITY BARRIERS
1 of 1 103
BARRIERS FOR FILL SLOPES
Post Options: Wood j' Mih. 0
Wood 2" x 4"
Oak 1'"x 1.1
Steel 1.33 Lbs/Ft. Mires
r
Optional Post Positions
Filter Fabric (in v
6' Max. Conformance With
Sec. 985 FDOT Spec.)
BALED HAY OR STRAW BARRiE
AND SILT FENCES
Principle Post Position
r — (Canted 20' Toward Flow)
--Filter Fabric
Silt Flow
ELEVATION SEC11ON
Note: Silt Fence to be paid for under the contract unit price for Staked Silt Fence (LF).
TYPE NNN SILT FENCE
oe
411 F\
Type Silt Fence
Silt Flow
' Note: Spacing for Type NNN Fence to be in
^- accordance with Chart -, Sheet 1 of 3
' and ditch installations at drainage
structures Sheet 2 of 3.
Type NNN Silt Fence Protection Type NNN Silt Fence
Around Ditch Bottom Inlets.
Do not deploy in a manner that silt fences will act as a dam across permanent flowing
watercourses. Silt fences are to be used at upland locations and turbidity barriers
used at permanent bodies of water.
SILT FENCE APPLICATIONS
BALED HAY OR STRAW
BARRIERS AND SILT FENCES
102 3 of 3
2 of 3 102
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JAN 1 12907
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ROBERT LEO P.E. #64745
OAARON J. BOWLES, FL. P.E. #55313 06-327
JAN 1 1 2CfJ"7
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STORMWATER MANAGEMENT
TRACT B - 0.62 ACRES
FIRE HYDR
ASSEMBLY
2" BLOW
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130' LOT DEPTH
EAST
VI LLAG I O
26.0 ..................... ........................................ .............................. ....... .......................... ..................... ,................................................................... I................
24.0
22.0
20.0
18.0 .......................................... ...... _........................................................ .:........................................................................................................................_
..................................................................................PROPOSEDA32..LE..O.E..6'.. PVC SWARY SEE
..............
17.17
16.0 ...................V.C........................ .... _..... _..................................... _._........
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14.0 ........................................ _._..............
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12.0 ................................................. _..................... ....:...........................................................................................................................................................
..... _............................ ....... ........... ........... _.-........................ .............................................................................
PROBE SCALE: 1'=40'
I I ► I I I I I I ►
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BLDG 3 I I N OFIitSET: 8.3' L II
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OFFSET: 8.3' L
TOP EL.=25.78
N. INV.=17.82
S. INV.=17.82
W. INV.=17.72
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