HomeMy WebLinkAbout1988 Sand Lake Park Construction Drawings Dec 1987 (Box 10 #36)k
a
i
Y
4:
SECTION 20 TOWNSHIP 31S RANGE 39 E
p ts R
�-
L. ND
H SESHO
1 AND
Lj
INDIAN 0
Is
L�KtY�
r
ER �
d
CA �r :
ZY
VILLA
t.
f
JQ W
F W >
PROJE
LO CAT 0
AVENUE
z
Q
z
O
U
cn
ir
510
PROJECT NO. 87-196
w
DEC,,EMBER
MOSBY & ASSOCIATES, INC.
SURVEYOR
JAMES A. FOWLER
LAND SURVEYOR
1239 SOUTH U.S. HWY. NO. I
VERO BEACH, FLORIDA 32962
30 5 - 562 - 4744
OF; DRAWINGS
I.
COVER
SHEET
2.
OVERALL PROJECT LAYOUT
3-4.
PAVING
AND DRAINAGE PLANS
5-6.
WATER
AND SEWER PLANS
7.-10.
PLAN
I
AND PR'OFI LE SHE
11.
PAVING
AND DRAINAGE DETAILS
12.
PUMP
STATION DETAILS
i. 3
WATER
SYSTEM DETAILS
14.
SEWER SYSTEM DETA I LS
15.
OFF —SITE IMPROVEMENTS
j
i
,
, t'
�t� 4
:
'w 0 v rr� •,-�, rrt 1
P`
W
ap
I,,
0
0
PROJECT :r.:. W v
LOeAI T/O/V
N P) . i1
Q c
'(3)
8 S7:
V
WABASSO w
C. R. 5/0 a) Q Q
LOCATION MAP °m W
/•/ r. s. Z a 3 u w w.
i
SITE PA -TA
I. ZOh//!VG F)- t" lH C/'?0,31LE HomC— rvsm-TICT
0 2. TOTAL /L/O. dF LOTS = /36 * -3 COMI-70AI 413EAg
3. A iR E4 CALCULATIONS =
TOTAL P/W stREA = 9.87 AC. _ /9.0 %
TOTAL LAKE AREA - 14.37 AC. = 27. G l
TOTA I- COMt-10n/ AP30A = 0. 76 AC. = 1. 5
?OT4 L LOT / PEA = 2 6. 99 xc . = Jr/_ 9.
TOTAL S1T8- AREA = 6L 99 .4c. _ /00.61
GENERAL NOTES'
•
le ,,ALL EXISTING `ELEVATIONS
SHOWN ON THE
T - •.
PLAN AND.. PROFILE,
:
8. CONCRETE FOR DRAINAGE STRUCTURES TO BE 3000 PSI.
DRAWINGS REFER TO 'U. S . C.
& G.S..(1929
DATUM ) ..NOW-
9 • STEEL REINFORCEMENT TO CONFORM TO ASTM-A-615-40 REQUIREMENTS.
N�--I � M!t2 tAJ&er2_
REFERRED TO S-N.G.V..D.
AV.A
BOUNDARY AND
TOPOGRAPHIC IN
FORMATION PROVIDEW BY JAMES A. .FOWLER
LAND SURVEYING
10. ALL CONSTRUCTION MATERIALS AND INSTALLATION SHALL CONFORM
COMPANY DATED DUNE 9
1987
TO CITY OF SEBASTIAN REQUIREMENTS AND Mn FLORIDA DEPARTMENT
2.
ALL -CONSTRUCTION SHALL BE IN ACCORDANCE WITH'
OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE
,CITY
SEBASTYANLAND DEVELOPMENT CODE.
,,
CONSTRUCTION. 1982 FD.O.T. SPECIFICATIONS).
.OF _
36
ALL STRIPING AND SIGNAGE SHALL BE IN ACCORDANCE WITH
:11. CORRUGATED ALUMI-NUM PIPE SHALL MEET THE REQUIREMENTS OF
THE•FLORIDA DEPARTMENT OF TRANSPORTATION TRAFFIC ,OPERA-
AASHTO M 196.AND ADDITIONAL PROVISIONS CONTAINED IN F.D.O.T.
TION STANDARDS.
SPECIFICATIONS
I S SECTION 4 9 5.
4.'
ALL.DENSITY TESTS TO BE PERFORMED ,PER AASHTO-180 METHOD.:
12. GRASSED AREAS "SHALL BE SEEDED AND MULCHED EXCEPT WHERE
�
S
ALL DENSITY TESTS SHALL BE SUPPLIED TO THE ENGINEER ON
OTHERWISE
E NOTED. SOD AROUND ALL STRUCTURES.
L SUBORADE.AND BASE WORK-. PRIOR TO PAVING OPERATIONS.
6`
ALLJNSUITABLE 14ATERIAL WITH POOR PERCOLA'ION, SUCH
AS HARD PAN CLAY.AND SILTY -SANDS, SHALL BE. REMOVED`
WITHIN THE.AREAS OF THE PROPOSED DRAINAGE SWALES.
• .. - ?:.
AND REPLACED -.WITH GOOD CLEAN'40RANGE SAND.,
< ,.
INSTALLATION OF SUBSURFACE STORM DRAINAGE BUST BE
COMPLETED PRIOR TO COMPACTION OF SUBGRADE AND: ROADWAY
-'CONSTRUCTION.
m
Vl
Q
W
H
D
0
U
D U)
U
Z
(n
Wm
o
a
�--
W
F,
U) -
a
N
m
aw
W
Q
U
WN
Zw
o�
mm
0
Zz
W z
Og
J
��/^�
VJ
W
2
�.m
-in
Fa
v�
a3=Q0
N F-
W
Z
m
Z
Q
U
O
m
mf
Of
W
>
M�
W
O
A �tw
a1-lGE
5
I
i
F Z
p � I ¢-
z
�C�II- C1Zl1-�l, �i�t7 "[i;�✓'i11.1C� Il. - t ip C� - I I el FvV- WOM
l �
t�rh+t�r> u � AIL
D
0
Q
J J,
Q
W
F--
O U
W
0
000-0
CL
� o
0
Q E'
W OL
W
S
G
0
Z I u
W
Z
g
I--
O
m
cci
S EET
2
MAR 11 1988
OF , 15
,
s
..: �.... :a ...:.:. .. .:.. , `... �...' ..•o..� -., .._... ,:. � .raw—=.�.:-_ - -� .. .. .. -,... �:i` .,�7. �.
11 r — ; " /
< I ,
_
I
}I
, 1, .. IV 4 • it
I I
�i_
i I
:
jj
I
. I
:
I
.. .. <
Xf4A1S/T/oit/ G�P,4OE W1711,1/
lt
A T ±S �.
i Z
A' tiz 6 3� 3� 5P h' - '�`h �" m N tv N N �4 N N cv ti� — — O u
W
34,0 36.0 / 3so \34.0 33.0 32.0 30.5 �911
—
.44
qO 41 i 4�'L INI
43 I r j
AG
aD Z
0)
\ A = 15-7.08 % 1 \ — O
3
o a0
14
6:
0
w,
�- .. .c. ._,.....,_. is .. .. ,. .,, ,.... <. ,y• " .. :'•r 3.'
, ,
z
\ 0
29 \ t / _ _ — h -- _ - _ / � ' 2✓�D i9 :NI 1/.5 , 00 to Q w 1i Q
3
•
�
2/.S
2 \ J Zz. o z� Z CONSr..SS L f' /8 Q N a
D N/ M/TERED .END V FCT/ONS z
. V)
S -w �
0
7
oor /wo�x n/o, 2 7 U o 0
3 , 3 0 3 O W z
Al / .2 FT. SL
LL
N✓. 9
fo
�- - - — I I a S, lA/Y. /9. /,S A" MSL. �
7 _
Iul
z owl
l m
— � SToP /Git/ PER
N
/O 'To i'1.4T�if6'•X/ST/if/G GiP.40E '�Z �. \ � � N 4y7�' �. � 1 Ir
FOOT R/ / S � a
TOE s/Giv loo
V ,n O
AT �. -� I I - ro, 58 ¢
a �a _— — 20 rn W
�� 13 O 25 p 21•a s;, 9 "` >
42
0 i'-
r
.f
a 6 .. ... _ . 3 2
>.
r_>
�' r.. /-.-..£_... __.._.- ,.. fA ..r .• .. .f. rut 8Ci,84 : }u,. S'-..y"•Y.
A 4s90 • o- GBH . m �, °. °89d �, u
A i>S'1•oe a a �, M , - a CONST. 55 LP �s CAP
/� y N 59
W/ MITER E D END SECT/ONS
-
;.
fDOT /IVOE�( NO. 21?j _
24 _ �� ' `so \ 1 ,'� W. /NV. m.,5i FTMSL
_ 1 S � E V. FT M.
or
2� PE>P FOOT.
18
r
Cow
Uj
V •
l.J
26 u Z CONST. 55 LF /8CAP 0 2 0
Q
� I W/M/TEREO .ENO SK'T/ONS \ � \ � ` Co 1 � •
22 FDOT //UDEX NO. 272 \ \ v
\ . VERTICAL CONC. f/EADW,4 LL
SEE• DETA /L
GV../NV =,2/, / ,- MSL
N lll TOP. 'EL V.75 Fj AlSL
2Z E. /1VV. l8•o FTMSL {
?moo 1 .
CON3T. /69 LF 3�'CAP Ij = z�
a a WIAII7ERED END SECTIONS µ'
I
ROADWAY SWAL ES
CONS T. /OS L F 30" CAP
W/M/rEREO E/VO SECT/ON
FDOT in/oEX NO, 272 o N 62
n� N. /NV. = /9. /S /VJSL I I
µ/. END f DOT /NOEX NO. 272
S. INV. _ /7.00 /VISE
_21.3
j
o, zoo H FT M S L 1 1 O
23.o zz• l t� W /NV 2 /, 3
}
'w a /1i VERTICAL CONC. fIEADWALL
�tl -__�-CONST. 35 LF /_B. CAP I
SEE I7ETA/L) Fq�7 /MD��C: M� P- I N - v
o *i '_ :tit_ :C7 ►.: `�9 _ 'N :. d� 1V/M/TE/?EO END SECT/ON3
TOP EL . = 21.25 /N5i-
I ,
\ � FDO T /NOEX NO. 272 _ z
-A-
- m O 00
w•/NV. 2/.SOFT. Mae-
.
/NV. Z/.30p•TMSI-
N
FOO P/-/ STO.
r •
l
P:
\
�
co M N
U' f S
t ;
,
_
_
,} ..
--._.....ter-
vn
am
z2IMP
6`
r �.: ':, - ::. ,
..: -
,... ..
,• T,Q,gvsiriov G.QAOE- ,uiir,�iv
PTO
o - 33 _ S� I D
s
S
o � 1
8 3
<
/D MATC// .Y/S /.V
F T G G
p
s
AT
i
I
G
DRAINAGE:
WAVl
(souT
,is
,
•
4
_
>
,
<
,
t .
I
I
F417VAF ACCESS
1
v
3•
2p \
CONS .. R - l25
T. 35LFOF /8 CAP �=ct,0024�
Wl"IreR,60 ENO 5EC7-/0HS
FOor //VOEX NO. 272
N. /NV. 17.9 FT. MSL
s./NV. 18•0. FT MSL
TY.10/CAL /O O.4A1A1,46 E F,4SE�1E.vT
a
/S PiPO Y/,DEpl BE"TN/.EE"�t/ Ei9'C// 10 T
O
Ait/ AT
I
I
- -- -- = - -
i
<
0 ;
M
I
Z
N
• i � W
5 3 � � � � � ev �► .r n
G" t3 W -Or-F 55 (D O
W cn
s s CDWMIXacn
s S a
W O Z Z Y W
Z 3 u W J
N Q W F-
Q
;... W fY = < U
IA. 2+ 30 V
�Y
:. S
3 57 W o a
o
r <
fn
�t�r i'o►W-c ( Q W m o
D '>,
Z
U �
W �►
w zZ J
Z -3g
w
r: -. W
50 w G" GA-TE vaLV E Z Q _
.J = O
cuv tN� g Q N W
l5'� Sf� IN�1•= ,o
ell SS n-U• = VLO; Z in Ix
Q 0b W
J W ? C.,.. rn >
--� m
— � �. O�C�- i1,q/mil/
TO OFFS/TE
v� N t�10. 22 �,�� •�7 w `�
T EL. - 2.2.52
� •.fr1V- = 16.g8 �Q�
tt4\1.. 6.I0
E. tNq.: 9.00 O
a ;y
H. �... ,�. 1� N0.7A .
FIDE. HKOPANT
W
ui/ Co" GATE vALqe T W
& SAMgLE 4b�rli tNV• = 9./O tf J
IL
s Y � fog Q
s
0 s
tv
N
w
cA - w
N
S
-- S S.Ot
rx C-Tm) QI
* 4CL
LJ. - -
w
I
1
i
V / Z
i
f V7
SHEET
O F 15'
Q i
Flae h-WAANT
w / SOMPLe Fm wr 3
& G 0 G4<TE VALve _ 68
LTYP.CO
� l9
-- W
3
i --
�STA.ICv+20
TbP l:L, = 21.31
• INV. = I1.70
2
i --
I
I
i TpP EL. - 21.45 To? EL. = 2O.$q 30'I SD 1W. = I'M o `r % I"1
lhlV.: I S.Co� lNq. = 14.53 1 all SS IN%4.: t;.$3 `J W 2
W --
�S-rA. 12+3s
TOP t:L - = 20- 14
W.INJ.
r(5� BIrND
-I NI"I q1 in
d)
O
7
X-
ggu
cn
JQJW
Cf)
CDXmXp
Q
0
w
0
w
°
Z
Z
2
Z
3
Y
u
w
w
-i
m
°
0
W
<
M
w
x
►-
<
<
U
U
Z
VI
W
o
°
m
�--
w
i.-
U1 —
N
N
1'f
mw
W
N
<
...
U
w
Z w
o
i 'h
0
=
wZZ
°°
J �
►'/A�
Vl
W
2 >
LL ID
UI
=
o
a
M �-
<
W
Z
m
Z
u
°
ILI
rn
rn
w
m
00c
rG
rr
W
W
C)
Q
Q
J
W
Y o
W
Y. Lli
a�Z
SHEET
6
OF 15
r--s...�.r.WT......-i-air - ... ... ..
W
0
}
m
w W
Y Y
V w w
2 2
V U
w
Q
} W g 3
0
D a Q I
Y
z g
Lu
a
o z°
M-T L l t�(E 5T4. 1. 4 } cc SEE �eLb W
--
1
l
aLoc� - LAME—
OFFrn
r
S5 MH . NO. 2
— O ii
�of25 / 2 3 3 SS titi \
il. \ \
li \
SS MH. hl0- 1
1 STA. I+25 sz Mu. rlp. 3
X�'o SS � STA. Cc+42 Gi� MN . NO 4
t
3.80
7
tn
No.
iS STA. 12+3r,
i
����■������ ��.ttttttt��� ����tttt��tttttttt�.��tttttt�� �ttttttt�.�������t�.���t�..����®CsC�CCCC�C
�C�■tttttt��C� ' ■" � ' r ttttt�r �.�� ���O�CCQC��� CUM ME��lCEl
MIME Ml
WA
:i■�it���C �:C� ®. ����'� �C��C
��C��tttt�.l�._�:-�.ttttt������=;�...�■��t�.����.■•�....t...�.tt����tt�.����-�C�C�����■ ��.��������C �� ��
--- .�`-.-il�� ���►�= �-"� !��— � ������_�.������ � � tt,"rit�: _ ,mil■► t c`l1Gl�f-lam � �
��� u� ��� i���i��t•��tt■n�l� ��■�ttttttt■tr�ttttt�ttt�■L� s =ME er• �... � ��:■:ni -� �►�� ■sr _
�.ttttt���������.� ■��r��_���■�■��� ����C������ttttt�.■tttttttt�■tt�,�ll����®fir
t� s _ t�� ■�� ■■�����. ��
_ _
■!l�U�■������C4��Y�i�L—�����rliii�lrYl■���Ti�i7r:31i i
tttttttt■
ttttttttt■
tttttttt■
tttttttt■
tttttttttt■
ttttttttt■
tttttttt■
tttttttt■
tttttttt■
tttttttt■
tttttttt■
tttttttt■
tttttttt■
t_
tttttttt■
tttttttt■
tttttttt■
tttttttt■
ttttttttt■
ttttttt■
tttttttt■
tttttttt■
tttttttt■
tttttttt■
ttttttttt■
tttttttt■
tttttttt■
r
/4
/ 2 3 4 5 7 8 9 /O // /Z /3 14
I I f I 1
ttt■ ttttttttttt■
' ' ' ' ' I ' ' ' I I I J I ' I l '- I ' � � � I "-' � I � 1 I I I I I I I I i I I I I I I I "� F'r""�' � P-" • 1 I
/6 /7 /8 19 20 Z/ 22 Z3 Z4 ZS
PLATE 2, FLAT PLAN -PROFILE
KEUFFEL & ESSER CO.
o'n Z I
MAR 11
r
--�--w-,.--.....,,--,�..-�---=- I
i
i
�.
}
m
48 7042 MADE IN U.S.A!
0
Y V LU
is x
u v
z Q
>- w
>Gozo
Ix
N ILa Q dx
Y
Z o
a o
m
LU
�- o 0
z z
-0
aim11�■11����1�%�.�I%L�Gi<��.i�l�s
Iiii-IFEW1 "WE
Mon
e��
I '
t?
Emmm
mm
MM
lco
1111�� PLATE 2, FLAK FE & EN-PSSESER Ico.
I
i
MAR 1
35
30
25
20
48 7042 MADE IN U—%.A'
•
j
r
�
1<
AND DRAINAGE
ROADWAYSPECIFICATIONS
'
I'
,•�4�01�9Y
�
GENERAL
CONCRETE
�!
IS -IS INTENDED THAT THE-FLORIDA DEPARTMENT -OF TRANSPORTATION
UNLESS OTHERWISE SPECIFIED OR INDICATED, ALL CONCRETE SHALL HAVE A
- - - -- ----
jl
NDARD S IONS FO CT
»STA PECIFICAT R ROAD AND BRIDGE CONSTRUCTION'
MINIMUM COMPRESSIVE STRENGTH AT 2$ DAYS OF 3000 PSI, ALL WORK SHA).l, .
Z
Q
�v
GO R/ W
I,
DATED 1986 BE USED WHERE. APPLICABLE FOR VARIOUS WORK, AND THAT
COMPLY WITH THE CURRENT EDITION .:OF*THE AMERICAN CONCRETE INSTITUTE
O
�
1'
WHERE SUCK WORDING THEREIN REFERS TO THE STATE OF FLORIDA AND
(ACD BUILDING CODE AND THE APPLICABLE BUILDING CODES HAYING JUR1S-
U)
I
l%j
$ 24' /� $� l��
I•TS DEPARTMENT OF TRANSPORTATION AND PERSONNEL, SUCH -WORDING
DICTION IN THE AREA,
W
x�
b
OR4/NA GE SWAGE
SNOULOER /ROAOWAY 9HO&Io4rR ORA//VAGl�
SN/.4Lt
j
�!
IS INTENDED TO BE REPLACED WITH THAT HORDING WHICH WOULD PRO-
LULVERT PIPES
VIDE PROPER TERMINOLOGY, THEREBY MAKING SUCH STANDARD
ji SPECIFICATIONS FOR 90AD AND BRIDGE CONSTRUCTION" AS THE
4�
�! ~STANDARD SPECIFICATIONS FOR THIS PROJECT,
f REINFORCED'CONCRETE PIPE (R.C.P.) SHALL BE IN ACCORDANCE WITH
�
SECTION 94� OF THE STANDARD SPECIFICATIONS. w
Q
~
^
!
I"'IFTHAT PARTICULAR SECTION ANOTHER SECTION, ARTICLE OR
�;
-WITHIN
`PARAGRAPH IS REFERRED TO, IT SHALL BE A OF THE STANDARD
~
Z
y4N//, /Q//�
y4
PART
f'uc f- r
�aN/�I ----
x 't
!
SPECIFICATIONS ALSO.
PRECAST INLETS
(
_
w1A X
ALL WORK SHALL BE IN A WORKMANLIKE
ALL STORM INLETS SHALL BE PRECAST REINFORCED CONCRETE IN ACCORDANCE
-
(n
3
2
L,9kE" ELEY.4T/O/!/ -
�_ -
3 / //� �!
MANNER AND SHALL CONFORj:
WITH ALL APPLRABLE CITY, COUNTY, STATE AND FEDERAL REGULATIC::;
WITH THE DETAILS SHOWN HEREIN THE PROJECT DETAILS, TYPE 11 PORTLAND
�
J
W
�
Ms�C
3
����
/
1;
CEMENT SHALL BE USED IN THE CONCRETE MIX. CONCRETE SHALL HAVE A
C)
Q
-
AND/OR CODES, THE CONTRACTOR SHALL ALSO B.E RESPONSIBLE -FOR
MINIMUM COMPRESSIVE STRENGTH AT 2$ DAYS OF 4000 P.S.I.
MAX
- / J
3
-1
I
OBTAINING ALL PERMITS AND LICENSES REQUIRED TO BEGIN WORK.
w
O/~ TYPE S-/ ASPHALT/C CO"CRRTi
/
THE CONTRACTOR SHALL GIVE THE ENGINEER 24 HOURS NOTICE PRIOR
R�CORD DRAWINGS
Z
0
Z
Y
U
W
SuAfACE COUAIS H F. 3. /800 PS/
I;
TO REQUESTING REQUIRED INSPECTIONS AND SHALL SUPPLY ALL EQUIP-
CONTRACTOR SHALL KEEP AND MAINTAIN RECORD DRAWINGS ON THE PROJECT
_
W
-�
U
M//V/MUM
MENT NECESSARY TO PROPERLY TEST AND INSPECT THE COMPLETED WORK.
SITE AT ALL TIMES WHICH SHALL BE ANNOTATED BY THE CONTRACTOR DEPICT-
-
0
0
0
w
Z G" L/ME/SOCK O BASE STAQ/L/ZEO TO 98 %
THE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A i
ING ANY CHANGES MADE IN THE FIELD WHICH DIFFER FROM THE CONTRACT
MAX D�ivS/N AASHTO T-18OA LBR SO Mlt4.
PERIOD OF ONE YEAR FROM THE DATE OF -PROJECT ACCEPTANCE, DURING
DRAWINGS, RECORD DRAWINGS SHALL INCLUDE, BUT NOT LIMITED TO, INVERT
O8N $TAe/L/ZOO Suff- G/sAOE, °.Jd % MAX.
SECT/ON AT LAKE
WHICH ALL FAULTY CONSTRUCTION AND/OR MATERIALS SHALL BE
!i
AND TOP ELEVATIONS Of CULVERTS AND INLET STRUCTURES. CONTRACTOR SHALL
�1
v
DEn/s/TY AASHTO T--/80� Z. 50 M/n/.
I!.
CORRECTED AT THE CONTRACTORS EXPENSE,
SUBMIT COMPUTE AND FINAL RECORD DRAWINGS TO ENGINEER UPON COMPLETION
Z
NT-f
j
OF PROJECT AND PRIOR TO FINAL INSPECTION AND FINAL PAYMENT,
Wee..
q
STAKING
VJ
�+ w' N N
S G C T�QI �/ A A
J
I' CONSTRUCTION STAKING WILL BE PERFORMED BY THE CONTRACTOR.
W
0
n
`
w
Q
A,Tc
STABILIZING
III INSPECI��
'Q
W
<
STABILIZED SUBGRADE SHALL BE CONSTRUCTED TO THE FLORIDA
-MINIMUM CONSTRUCT ION INSPECTION CNEC OKP_INTS
~
z
a .
BEARING VALUE AS PER PLAN FOR THE DEPTH AND LIMITS SHOWN ON
'STANDARD
311E ENGINEER SHALL BE NOTIFIED:
U
O
w
z
z
it M
O °o
J
THE PLAN, AND IN ACCORDANCE WITH SECTION 160 OF THE
A. PRIOR TO ANY MAJOR DEVIATION FROM THE APPROVED PLANS
W
w
0
u r
�!
SPECIFICATIONS.
z >
= n
I'
Be PRIOR-TO18ACKFILLING ANY PIPE TRENCHES
�
F <
�
(TYPE C STABILIZATION). ALL STABILIZED AREAS SHALL BE COM-
C. UPON COMPLETION OF SUBGRADE GRADING AND COMPACTION
Q
-' =
N F-
Q o
w
PACTED TO AT LEAST 981 OF THE MAXIMUM DENSITY AS DETERMINED
BY AASHO T-180.
D. UPON BEGINNING OF SPREADING OF ROCK BASE MATERIAL
ZOM
U
O
li
E. UPON COMPLETION OF GRADING AND COMPACTION OF BASE MATERIAL
¢
rn
w
{
BASE COURSE
ji
AND PK10R TO PRIMING.
>
THE BASE SHALL BE CONSTRUCTED OF EITHER LIMEROCK MATERIAL IN
F. IMMEDIATELY PRIOR TO AND UPON APPLICATION OF A,C,S,Ce
r
ACCORDANCE WITH SECTION 911 OR CEMENTED COQUINA SHELL MATERIAL IN
ACCORDANCE WITH SECTION 915 OF THE STANDARD SPECIFICATIONS.
G. UPON COMPLETION OF CONSTRUCTION,
O
STRAIGHT
END DIMENSIONS
Opening Area
(SF)
Dimensions
D0
Number 0/ Pipes
A
B
C
E
F
G
S
I
2
3
4
13'
1.27
2.46
3.69
492
1•-11'
1 -2
4-0
1 -
1 -2
-6
-7
ie'
1.77
3.34
131
Lob
r-r
1'-3'
4'-6
1•-11'
1'-7
1'-0'
r-10'
21'
2.41
4.82
723
9.64
r-5'
II
Y-Cr
r-O'
1•-4'
1'-6'
3=2'
24-
3.11
6,28
SL42
1236
r-d
1•-4'
Y-6'
r-O'
r-4'
r-o'
$-3'
27-
3.9e
7.98
01.94
1192
r-W
r-3'
Ir-O'
2'-1'
I'-3-
2,-6*
Y-Icy*
30'
4,91
9.82
14.73
19.84
3'-2'
r-6•
SW
r-2'
1' 6'
3•-O'
4' 3'
3e
L07
14.14
2r21
29,29
Y_8
1'-6
r-6
2-4
1 -e
4'-0
5-1
42-
962
19.24
28.86
38.48
4'-2'
r-10-
III
2'-6
2'-O
3.0
6-0
44'
12.37
25.14
3771
3026
4'-8'
r-I-
9'-6-
r-9-
r-O'
6'-o'
6'-9
34'
17.90
31-80
47.T0
QJ.60
3'•2'
Y-6'
"_,
3'-2'
2'-3-
r-O'
II
LIMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH,SECTION ZOO _
AND CEMENTED COQUINA SHELL BASE SHALL BE CONSTRUCTED IN ACCORDANCE
WITH SECTION 250 OF THE STANDARD SPECIFICATIONS, THE CONTRACTOR
u III f.
SHALL PROVIDEROCKPIT CERTIFICATION FOR CEMENTED COQUINA SHELL
MATERIAL. BASE SHALL BE COMPACTED TO AT LEAST 98% OF tHE MAXIMUM
DENSITY AS DETERMINED BY AASHO T-180. BASE SHALL AE APPROVED PRIOR
TO PRIME COAT.
K+
6.42' 6. 25' Di.n-uon. own,alw 10 oil.. e,. or 6'.t.rd_&plpe N„ptn.,-
O 10.40' O 10.1-' Dim.n.om W-01t6 to 011- v,e of 12' 11,; rd 0,0e te"th,.
60 concrete sloe .Twit be 6eep... 6 to form bridge ow". Cl of pipe. See , 11.n De lo. HIM
�- PZTAE AND TACK COATS FOR THE BASE COURSE SHALL BE IN ACCORDANCE WITH
Sod -4 Beveled Beveled Or Round Corners N ,
j. SECTION 300 OF THE STANDARD SPECIFICATIONS.
Grate
\% ASPHALTIC CONCRETE SURFACE COURSE (A.C.S.C_)
31-Corl G G 3I-Q0 -----------'----------------)// TYPE .II ACSC SHALL BE CONSTRUCTED FOR THE DEPTH AND LIMITS
---�
"---"-------'------"---`"-- SHOWN ON THE PLAN, IN ACCORDANCE WITH SECTIONS 320, 330 AND 331 OF
(' DOr';RAWI THE STAND
- .
ARD SPECIFICATIONS,
1 gg
TESTING .
`a _o _ 2 - s4 EAPSS A" O C . { 9 P o
THE CONTRACTOR SHALL RETAIN THE SERVICES OF AN APPROVED
Fastener
INDEPENDENT TESTING LABORATORY TO CONDUCT ALL REQUIRED TESTS
Concrete Stab, 3' Thick, Reinforced With ON SUBGRADE, BASE AND SURFACE COURSE MATERIALS. TEST RESULTS
f 1 WWF6e6-W1.41W1.4 iu Sod
�(<'i _ 4 4 -, 6 r-4 -1 �I "MUST BE SUBMITTED PRIOR -TO ANY REQUEST FOR PAYMENT ON THE
CL TOP VIEW - SINGLE PIPE ABOVE ITEMS,
- - THE SCHEDULE FOR TESTING OF THE ROAD CONSTRUCTION SHALL BE
Gil D or SAS tJ
Li li AS FOLLOWS:
I 11:
A. SUBGRADE:
FLORIDA BEARING VALUE TESTS SHALL BE TAKEN AT
4 { INTERVALS OF NOT MORE THAN 20t0 FEET, OR CLOSER
a:,. c
fWaa. AS MIGHT BE NECESSARY IN THE EVENT OF VARIATIONS
&0_ J_ %- G'o+es S B IN SUBSOIL CONDITIONS.
��f4'c'bc. (2) DENSITY 'TESTS SHALL BE TAKEN AT INTERVALS OF NOT
"�%�T 1CAl,.. CONG � ��� L.L. c , Cpi�peie 1ai� MORE THAN 200 ,FEET OR CLOSER AS MIGHT BE NECESSARY.
` v 1 Soddle �•1 `pitch Groe,� j B. BASE:
ZI + (1) DENSITY TESTS SHALL BE TAKEN AT INTERVALS OF NOT
Not less TMn D N4 Ba DI i I
{ MORE THAN 590 FEET OR CLOSER AS MIGHT BE NECESSARY,
No Pipe Joint Parinitled 6" 4' Sod �` Slope: -
Unkas Approved By The Er4rrer
To flPipe For Pipes 1B"And Smolder. - �: ALL TESTING -SHALL BE TAKEN IN A STAGGERED SAMPLING PATTERN
Paid For As Pipe Cutest F (P To Be Indlded Under Ur, t Price For Mitered End Section) 2:1 For Apes Q4" And Larger.
- FROM A POINT 12 INCHES INSIDE THE LEFT EDGE, TO THE CENTER,
SECTION TO A POINT 12 INCHES INSIDE THE RIGHT EDGE OF THE ITEM
I: TESTED:
I
IF ANY TEST INDICATES THAT THE WORK DOES NOT MEET THE
SPECIFICATIONS, THE SUBSTANDARD AREA SHALL BE REWORKED OR
CORRECTED AND RETESTED, AT THE CONTRACTORS EXPENSE, UNTIL
THE PROVISIONS OF THESE SPECIFICATIONS ARE MET.
ALL PASSING TESTS SHALL BE PAID FOR BY THE OWNER. ALL FAIL-
1�TS ING TESTS SHALL BE PAID FOR BY THE CONTRACTOR,
is
I
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.
I
II, DRAINAGE SPECIFICA11ONS
1
j STORM aNLETS AND MANHOLES SHALL BE CONSTRUCTED IN GENERAL ACCOR-
j DANCE WITH SECTION 425 OF THE STANDARD SPECIFICATIONS OF THE
` FLORIDA DEPARTMENT OF TRANSPORTATION,
QQN RETE SHALL HAVE A -MINIMUM 28-DAY COMPRESSIVE STRENGTH OF
U0 PSI. _
ALL REINFORCING STEEL TO BE ASTM A 615-72 GRADE 40, F se 40,000
e$�,1(iND SHALL BE HANDLED AND PLACED IN ACCORDANCE WITH ACI
3l1 11
PRECAST.SONCRETE_MANHOLES AND STORM INLETS MAY BE USED UPON THE
ENGINEER S-APPRII_VAL OF THE MANUFACTURER S SHOP DRAWINGS.
: I
l
STORM.SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH SECTION 430
AND RELATED SECTIONS OF THE STANDARD SPECIFICATIONS OF THE FLORiDA
i, DFPARTMENT OF TRANSPORTATION,
!
j
MITERED END DIMENSIONS
kD
X
A
B
C
E
F
ISSingle
M
Doubto
Pi pe
Triple
Pipe
Ouod.Pipe
Pipe
-7
2.27
409
IE 36
403
6
1.22
463
1
979
1277•-10'36
5-12
7.48'
5.03'
9
A
492
775
10.58
13,425-
2.53
718'
71'
7.03'6
11,
7
8.92'
12 33'4-3'
2,70 '
9,25,
11.95'
9.03'
13,
2.00•
6.08'
1033,
14.58
1863,
36
5-f
2.67
1 11.31' <>
18
11.03'0
15
2.24
6.67
11.75
16.83
219
42
a, -0.
305
1I
17
2.45
1325'
S2S'
23.25'
48'
F., -9-
3.22
53.37
l0`I65'
19'
.65'
7.63'
1458,
21..3.3'
26..08'L25
2088
.83
84
2375
3142
60
6
3,56
195
.11
17.50
26.00
SD
m
1
.a
i
r
,
S1 N
bN1 H108 � btf _
SJl 0 8 S S .. � oN
s
ti r .
I
a
i ,
AA 71 A l AInLI J 17AIH,J �nl.l I nln� .. _ _1_ _I- .,�. .. .. _ _ . < - . _ _ _ _. >. t_ . S'
SIZE EACu BEARIMG
AREA FOR 1A THE
BEA6ziWG AREA OF
900 51EIJP
�17
f t
T
TEE CROSS USED AS TEE I (IA*. 22 V2% 450 OR
90" BEND
1�
. tiro �••..
51ZE EACH
BEA9!I WG
AREA FOR900 BEMP &AARF-A
ARIIJC�4/
OR 900 BEWD
TEE USED AS 900 CROSS USED AS 90"
BEND BEND REDUCER
OFFSET WYE DEADEND LINE
ik 4 BAR ( EPDXY 41: 4 BAR ;EPDXY
COATED) COATED)
MECHANICAL OR FLANGED
JOINTS ONLY.
W 45°
VALVE ANCHOR VERTICAL BEND ANCHOR
SQUARE CONC PAD,BAGS
OF RIP RAP, OR COARSE
GRAVEL(8 0 TH CK)
HYDRANT RUNOUT
THRUST BLOCK BEARING AREA REQUIREMENTS
PIPE DIA.
FIRE HYDRANT,TEE
DEAD ENDS AND
o
90 BEND
450 BEND
221/20 BEND
VALVES (EACH SIDE)
4"
1.2
1.8
1.0
0.5
6"
2.6
3.8
2.0
1.0
8'
4.4
6.3
3.4
1.7
10
8.1
11.4
6.2
3.1
12"
11.5
16.2
8.8
1 4.5
16"
1 20.2
28.5
1 15.4
1 7.8
l
CUBIC YARDS OF CONCRETE ANCHOR FOR VERTICAL BENDS
PIPE DIA.
450 BEND
221/2°BEND
I11/40BEND
4"- 6 "
0.7
0.4
0.2
8'- 10"
1 . I
0.6
0.3
12
2.4
1.3
0.7
16
4.2
2.3
1.2
t.
NOTES:
1 - REQUIRED BEARING AREA IS GIVEN ON PLAN OR SHALL BE DETERMINED FROM
TABLE.
2- WHERE PIPE CHANGES TO FITTING, DETERMINE BEARING AREA BASED UPON THE
LARGEST PIPE DIAMETER.
3- THE MINIMUM ALLOWABLE BEARING, AREA SHALL BE ONE 0) SQUARE FOOT REGARDLESS
OF ANY APPROVED REACTION CALCULATIONS.
4 BELOW THE GROUND WATER TABLE THE QUANTITY OF CONCRETE FOR ANCHORS SHALL
BE 1.75 TIMES THAT GIVEN IN TABLE.
THRUST BLOCK REQUIREMENTS_
00" MIN. UNLESS OTHERWISE
NOTED ON PLAN. --1
2- 2 V2" OUTLETS
WELL COMPACTED
FILL.
SEE NOTE 0 1
WELL COMPACTED FILL
HYDRANT (42" MIN BURRY).
COLOR FEDERAL SAFTY
LLOW 2 COATS.
PUMPER CONNECTION 4 V2" .0
/'-'FACING STREET
N. GRADE
AROUND HYDRANT.
M
I
SEE STANDARD
Cr
GATE VALVE AND.
VALVE BOX DETAIL.
AROUND
`�
6"M.J. HYDRANT TEE
eABOVE DRAIN
1
3/4"THRUST
SIZED ACCORDING
TO MAIN.
HOLE.
TIES.
THRUST
BLOC K.
DRAIN HOLES
MUST BE CLEAR
C
VISQUEEN _
((
MAIN.
IF REQUIRED
i�.e• •4.,
1 •oe`:�a
WATER
r
PROV I DE CONC.
THRUST BLOCK
f,
6 M.J. HYDRANT
SEE NOTE *2
CONNECTOR VARIABLE
USE 3/4"THRUST
WHEN VALVE
M.J. SHOE
ISENOT IMMEDI-
ATELY ADJACENT
TO TEE.
NOTES:
1- PROVIDE CLEARANCE PER HYDRANT MANUFACTURERS RECOMENDATIONS 21/2" MIN.
2- A FIRM BASE CONSISTING OF BAGS OF RIP RAP, SQUARE CONCRETE PAD OR COARSE
GRAVEL (8" THICK) SHALL BE PLACED ON A FIRM LEVEL SUBBASE.
3-FIRE HYDRANT SHALL COMPLY WITH ANSI/AWWA C502, BE DRY
BARREL "BR
"BREAK -AWAY" TYPE WITH 5 V4" VALVE OPENING.
4- THE MINIMUM BURY DEPTH SHALL BE 42 IN.
5- HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH ANSI/AWWA
C600 SECTION 3.7.
FIRE HYDRANT ASSEMBLY_
TRAFFIC AREA •
OF 2' PIPE
CL, OF RISER PIPE
MATCH EXIST. SURFACE
4 BAR
o • I�Q` `c 'p
C.I. VALVE BOX 8, LID
(METER BOX MAY BE
CONCRETE
6` MIN. SUBSTITUTED IN
ALL AROUND
fir- cD NON -TRAFFIC AREAS.)
2" STREET ELBOW AND PLUG
f
2' BRONZE ANGLE VALVE
f P.V.C. PIPE ( SCHEDULE 40)
10" P.V.C. RISER PIPE
END OF MAIN
'
18" SPOOL PIECE.
-
a' CONCRETE THRUST] BLOCKING
600
'o (p 2' 900 BEND
• 0 •Q
2" SHORT NIPLE
MECHANICAL JOINT PROTECT BOLTS a FITTINGS FROM
END CAP
W/2" I.P CONCRETE W/ PLYWOOD OR
LOCATED
AT BOTTOM VISQUEEN.
NOTES:
I - CONCRETE
COLLAR AND SHALL BE PAINTED FEDERAL SAFETY BLUE.
11
2-AN 18" SPOOL PIECE SHALL BE ADDED TO THE LAST SECTION OF PIPE
AND BECOME
PART OF THE BLOWOFF ASSEMBLY.
TYP
BLOWOFF VALVE
�J
FIN. GRADE
i
F.
TRAFFIC AREA
I
COVER MARKED "WATER" ORSEWER"
CONC. COLLAR
MOUNT BRONZE DISC. W/VALVE
NOMENCLATURE (SEE SPEC'S.)
FIN. GRADE
MATCH EXIST SURFACE
lot 1111
44 BAR-
ROAD MATERIAL
6"
6 j
ISOLATION MATERIAL
II
II
(BUILDERS FELT ETC.)
O
C. I. VALVE Box
ADJUSTABLE SCREW TYPE
Ix
5 V4 DIA. SHAFT.
a
M.J. GATE VALVE
P.V.C. OR D.I.P.
WATER MAIN
HL
p? • o o~ .;
\I'-- PROVIDE CONC. SLAB
8"THICK ICU.. FT. FOR
I.
P,V.C. PIPE INSTALATIONS
10" DIA. OR LARGER.
NOTES:
I - GATE VALVES FROM 4" TO 12"
DIA, SHALL BE
IRON BODY RESILIENT SEAT
TYPE, RATED AT 200 PSI AND
SHALL COMPLY WITH ANSI/AWWA C509.
2.- VALVES LARGER THAN 12" SHALL
BE DOUBLE -DISC GATE AND RATED AT 150 P.S.L'
AND COMPLY WITH ANSI/ AWWA
C-500
3.- CONCRETE COLLAR AND COVER SHALL BE PAINTED FEDERAL SAFETY BLUE.
STANDARD
i
GATE
VALVE
AND VALVE,'BOX
i
I
P/L
CONCRETE OR PLASTIC METER
BOX. ( TYPICAL). 2 - 6'
FIN.GR. Nj
8" TO l l "
CL
rn
o a METER STOP SECTION 1
a a 5/8'X 3/46
iv WATER METER
2 BY G.D.U. (TYP),
cr Cr
O
t U. I" X 3/4" WYE FOR
W W DOUBLE SERVICE
0 o ON LY.
3/420 POLYETHYL NE N
00 ,(TYPICAL)
1 " 0 POLYETHYLENE in N - ; - P/L
TUBING C.T.S. 3%4 INSERT 5'-0"
(PS 2110)(AWWA) I" INSERT
C 901 - 78j o
450 1" CORPORATION STOP-01
PLAN
2:6
i
FIN. GRADE N�
SERVICE SADDLE ? I
8 TO II"
WATER MAIN l
I'ANGLE METER STOP FOR
SINGLE SERVICE OR FOR
DOUBLE SERVICE WITH
u,BRANCH. SECTION
1"0 POLYETHYLENE 1 1
TUBING C.T.S.(P. B. 2110)
(AWWA) C901-78.
r _ -
NOTE
DOUBLE SERVICE "U" BRANCH SHALL BED
INSTALLED IN EAST COAST COMMUNITIES. PLAN
WYE TYPE SERVICE CONNECTION SHALL I'
BE INSTALLED IN WEST COAST COMMUNITIES. (DOUBLE SERVICE)
CONTACT LOCAL G.D.U. OFFICE FOR MORE
DETAILS.
t -
ll
PLAN
I' (SINGLE SERVICE)
- II
TYPICAL RESIDENTIAL SERVICE
CONNECTION
i
i
WHERE REQUIRED BY
LOCAL REGULATION EXCAVATED
H
METALLIC LOCATOR TAPE TRENCH WIDTH
SHALL BE INSTALLED FOR
ALL PVC WATER MAINS.
FINISHED GRADE.,Z
-001
0
VXW1
�BAOPE
N
\ TRENCH
W
FINAL BACKFILL\ WALL TO TOP OF
I . PIPE AS NEEDED
I
I FOR EXCAVATIONS
DEEPER THAN 510't
I Vz, 12"( FLAT TAMP) - M I" I I Will
INITIAL BACKFILL L N Z
SPRING LINE CA C)w -J } P1 PE ZONE (SIDE TAMP) ) _
a
co
HAUNCHING J -1 W
W a \� '0D Cr
��
w BEDDING
W
rf UNDISTURBED SOIL Z 0 3 U W
FOUNDATION
(MAY NOT BE REQUIRED) O' 0 0 U 0 In
6 O.D.OF PIPE 6" CLEARANCE
MINIMUM SIDE CLEAA[
i
12' O.D. OF PI PE 12" MAXIMUM SIDE CLEARANCE f
TOTES_
I- FOR TRENCHES REQUIRING SHEETING, SHORING, STAY BRACING, TRENCH JACKS OR TRENCH
BOX, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SUPPORTS.
2- IF THE MAXIMUM TRENCH WIDTH MUST BE EXCEEDED OR IF THE PIPE IS INSTALLED IN A
COMPACTED EMBANKMENT,THEN PIPE EMBEDMENT SHOULD BE COMPACTED TO A P01NT AT LEAST
21/2" PIPE DIAMETERS FROM THE PIPE ON 80TH SIDES OF,THE PIPE OR TO THE TRENCH
WALLS, WHICHEVER IS LESS. j
3- BEDDING IS REQUIRED TO BRING TRENCH BOTTOM UP TO GRADE AND PROVIDE UNIFORM AND
ADEQUATE LONGITUDINAL SUPPORT UNDER THE PIPE. A MINIMUM COMPACTED DEPTH OF
4 TO 6 INCHES OF SELECT EMBEDMENT MATERIAL IS REQUIRED.
STANDARD PIPE TRENCH
CROSS SECTION
( FOR PVC PIPE ) '
STANDARD ENGINEERING NOTES
U
Z
V,
Wfo
p
o
W
N ~
a
�
0,: >
N
Q
...
W
p a
U
Zw
ii "
Oz
=
WW
0 °o
LLo,
W
z >
= n
,�// ��
VI
~Q
Un
a
rn I-
V)
W
Z rn
M
Z
u
0
a
allIr
o
W
'.,
�
>
m
U
0
Water Distribution System
1.
PVC Pipe shall meet the requirements of AWWA C900, The appropriate
class shall be as follows:
Class 100 DR25 Residential and all non-commercial, non -industrial
U
areas.
L
Class 150 DR18 All commercial and industrial areas and under all
street crossings.
r n
2.
Ductile iron pipe shall be cement -mortar lined, .Class 51, mechanical or
/.
push -on joint and shall meet all the requirements of the following
ANSI/AWWA C 104/A.21.4; ANSI/AWWA C 111/A 21.11 (for rubber
VJ
gasket joints); ANSI/AWWA C 150/21.50 (for thickness design) and
ANSI/AWWA C 151/A 21.51 (for D.I.P. molds).
3.
Fittings for P.V.C. Pressure Pipe and D.I.P. shall be of ductile iron,
mechanical joint, cement mortar lined in accordance with ANSI 21.4
t ' Q
rated at 350 PSI and shall comply with ANSI/AWWA C110/A21.10 and
w
C111/A21.11.
4.
Installations of water tines shall be in accordance with ANSI/AWWA C
Q
900 (Manual M23) for P.V.C. Pressure Pipe, and C 600 for Ductile
Iron Pipe.
5.
All water mains to have a minimum cover of 30" unless otherwise
noted.
6.
Where water and sewer mains cross with less than 18" . vertical
clearance, the sewer will be 20' of -either cast iron pipe or 'rit wrete
encased vitrified clay pipe, centered on the point of crossing.' '.''hen a
water main parallels a sewer main, a separation of at least 10' should
be maintained where practical.
7.
_
Where a water main is to be installed below a storm drain pipe, a
J
4.
minimum of 6" vertical clearance between pipes shall be maintained
unless otherwise directed by the Engineer.
UJ
8.
Where water and drainage pipes cros7 With less than one foot vertical
Y.
clearance, the water pipes shall be 20' of cast iron pipe centered on
the point of crossing.
L G
9.
Manual air release valves shall be installed gat all high points along
0
water main.
10.
Water supply facilities including mains shall be installed, cleaned,
disinfected and bacteriologically cleared. for service, in accordance with
the latest applicable AWWA Standards and the State of Florida
Department of Environmental Regulation Rules.<
J
11.
Hydrostatic Testing (Pressure and Leakage Tests) shall meet the
Z
V J
requirements of the ANSI/AWWA C 600.
12.
Disinfections of water mains shall comply with ANSI/AWWA • C
SHEET
13.
-
MAR 11 19$8
OF 15
APPLY PRIME COAT
ASPHALTIC CONCRETE THICKNESS TO BE
TO BASE COURSE.
THE SAME AS ADJACENT ROADWAY
(IMINIMUM)
TACK COAT ALL
SURFACES AND
EDGES OF
EXIST. PAVEMENT d + 84"
FOR BASE RESTORATION .
d+ 60 REFER TO SPECIFICATIONS.
1-6 I-6
MINX.
...... MIN.
FINAL BACK FILL
PER SPECIFICATION
µ INITIAL BACKFILL PER
SPECIFICATION.
d + 24
MAXIMUM.
i
S ECT10N A- A
:E NOTE: PAVEMENT RESTORATION FOR
LONGITUDINAL CUTS IN ARTERIAL
STREET. STREETS SHALL INCLUDE
FULL LANE WIDTH RESURFACING
FOR EACH LANE WITHIN WHICH
THE CUT EXTENDS.
MATCH EXIST.
SURFACE
1 * 4 BAR
CONC. ALL—,/
AROUND IN
TRAFFIC AREAS
TRAFFIC AREA
M AI N
2!
CONC. OR PLASTIC
METER BOX.
I" ANGLE METER STOP
W/ PACK JOINT.
I° POLYETHYLENE
PRESSURE TUBING.
o
o
o. ____8" P.V.C. PIPE
I"CORPORATION STOP
V._,�W/ PACK JOINT
Al
NOT LESDOUBLE STRAP SERVICE
1-'6" TO NEAEST I SADDLE ( DIRECT TAP
BELL OR FITTING PERMITTED WHEN PIPE
IS DUCTILE IRON),
I.
NOTES:
i
I- CONCRETE COLLAR AND COVER SHALL BE PAINTED FEDERAL SAFETY BLUE.
i
AANUAL AIR RELEASE VALVE FOR
6 , 8"AND 10; -MAINS
-
i
WATER MAIN OR
-DRAINAGE PIPE SAND CUSHION
is
W
•
i
1-
C.I.P. ;
SANITARY -�
SEWER MAIN '
CONCRETE
ENCASEMENT
(ALTERNATE) i
CONC. ENCASEMENT L
6"ALL AROUND. t A j
SEE NOTEi N9: C. I. P.SANITARY CONCRETE BLOCK OR
BRICK SUPPORT.
SEWER MAIN.
MIN. OF ONE PER
J
PIPE LENGTT LWATER MAIN OR
DIAPER JOINTS : DRAINAGE PIPE.
SECTION A — A BETWEEN C.I . AND
P.V.C. WITH 6"
CONC. ALL AROUND
i
PLAN
i
NOTES
I - WHERE PRACTICAL A MINIMUM HORIZONTAL SEPARATION OF 1O'AND VERTICAL SEPARA-
TION OF 18" SHALL BE MAINTAINED BETWEEN WATER AND SEWER UNES.
2- WHERE VERTICAL CLEARANCE BETWEEN WATER MAIN AND SEWER IS 18"OR LESS OR WHERE
SEWER AND DRAINAGE PIPES CROSS WITH LESS THAN ONE (1) FOOT VERTICAL, THE SEWER
PIPE SHALL BE ENCASED IN CONCRETE 10' EACH SIDE OF THE CROSSING POINT OR CAST
IRON OR DUCTILE IRON SHALL BE USED.
3- CONCRETE COMPRESSIVE STRENGTH SHALL REACH 2500 PSI. IN 28 DAYS.
4- ENCASEMENT SHALL BE PLACED ON UNDISTURBED EARTH; COMPACTED FILL,OR BEDDING
MATERIAL. i
5- BEGINNING AND ENDING OF CONCRETE ENCASEMENT SHALL NOT BE MORE THAN 6" FROM
A PIPE JOINT.
6- WHERE WATER AND SEWER LINES PARALEL WITH LESSTHAN10' HORIZONTAL CLEAR
DISTANCE, NO ENCASEMENT WILL BE REQUIRED IF BOTH LINES ARE CAST IRON OR
DUCTILE IRON. ENCASEMENT WILL BE REQUIRED WHERE ONLY ONE LINE IS CASTIRON OR
DUCTILE IRON. i
7- WHEN CROSSING SEWER MAIN, ONE FULL LENGTH OF WATER PIPE SHALL BE CENTERED
OVER'SEWER MAIN. I
8- RAW OR NONPOTABLE WATER PIPE LINE SHALL BE CAST IRON OR ENCASED IN CONCRETE WHEN
PARALLELING PORTABLE WATER MAINS WITH LESS THAN 10' HORIZONTAL CLEARANCE.
SEWER SEPARATION & ENCASEMENT
STANDARD ENGINEERING NOTES
Sewer Collection System
1. Gravity sewer pipe shall conform to ASTM,3034 SDR-35, Class 160.
2. Force main sewer pipe shall conform to ASTM, D2241 SDR 26, Class 160.
3. Joints for PVC sewer shall be rubber gasketed type conforming to
ASTM D3212 and ASTM F477.
4. All PVC sewer pipe shall be installed in accordance with the Uni-Bell
a>
P
W
Z
OD
ODcC
W
0
Q
O
0
W
Z
Z
W
Y
W
Z
m
of
3
U
W
W
1-
a
0
n
W
0
m
0
x<
0
0
U
0
U.
Z:
W'
0
°c
W
1-
N
A
a ,
�
s
W
U)
a
mow..
V'z
W
w
m
OW
aD0o
Z
_j Ol
W
z>
In
Uf
_-
~
a o,
W'
U)
Z
m:
c]
Z'
0
u 10
w>
a.
Plastic Pipe Association Standard UNI-13-5.
5. All sewer mains to have a minimum cover of 3'-0" unless otherwise
noted.
6. Where water and sewer mains cross with less than 18" vertical
clearance, the sewer will be 20' of either cast iron pipe or concrete
encased vitrified clay pipe, centered on the point of crossing. When a
sewer main parallels a water main, a separation of at least 10' should
be maintained where practical. (_
7. Where sewer and drainage pipes cross with less than one foot vertical V !
clearance, the sewer pipe shall be encased in concrete 10' each side
from the crossing point or cast iron pipe shall be used: >--
8. Unless otherwise noted, manhole top elevations shall be:
Paved area - flush with pavement. Q
Unpaved area - 0.25' above finish grade minimum.
9. Manual air release valves shall be installed at all high points along i
force main. Q
10. Service connections shall be 4" for single and 6" or larger for multiple W
residential and commercial services. Locate each service connection
from the center of the downstream manhole 'and record their location.
11. Install magnetic markers at the end of each service line or opposite W
wyes and record their location. /n
12. When the maximum height of cover is more than 12 ft, the % of Proctor V J
Density for the embedment material shall be'', from 65-750 for Class II
Soil, or D.1.P. Class 51 Min. shall be used.
13. The sewer collection system shall not be placed in service until the
system has been visually inspected and flushed of sediment and Q
debris.
14. The sewer lines shall be T.V. inspected and the alignment between
P g
manholes checked by using lights, laser beams or other suitable Q
means. IIL
15. The sewer lines shall be tested by one or the following methods - U"
water infiltration, water exfiltration or low pressure air exfiltration as w
directed by owner's representative. �� dr�