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w 2' -0" I I' -6" MIN.
~
..J (TYPICALI I 8' -0" MAX
~ Ai;;'-3'5' BURY DEPTH
g, FIRE HYDRANT
g: ~ !0 '-- TR AFFlC
i<l FLANGE
o
I- E:::3 '/-MFG'S BURY
L n n nl / DEPTH LINE
SELECT BACKFILL =- = ~ ,- lflllJ M,"I ' .
MArl AS SPECIFIED - I:~' I' I.
NOTE: 6"x6" GRADELOK
WILL BE REOUIRED IN
MOST CASES; HOWEVER,
CONTRACTOR MAY USE
A 6"x 12" GRADELOK TO
ACCOMMODA TE SITE
CONDITIONS. IN ADDITION
TO THE REQUIRED 6" x 6"
GRADELOK, 45' BENDS
MAY BE USED TO
ACCOMMODA TE SITE CONDITIONS
NOTE: FIRE HYDRANT TO
BE INSTALLED ACCORDING
TO MANUF ACTURER'S
SPECIFICA nONS.
CONTRACTOR TO REMOVE
CHAINS FROM F.H. CAPS
VALVE IS REQUIRED TO
BE POSITIONED AS CLOSE
TO TEE AS POSSIBLE
/ ST EET ;;- SEE VALVE BOX
-- R GRADE / INSTAllATION OETAll
MAINS VARY IN
SIZE REFER TO
BLOCKING DETAIL
[)
l
ALL FITTINGS ON FIRE HYDRANT
LEAD TO BE EBBA MEGA LUG
RET AINER GLANDS OR
APPROVED EQUAL
~
:::.
r 6 MIL POL Y OVER
WASHED ROCK
A.
-'
<[
u
c::
>'
I-
LEAD SHALL BE DIP
IN ALL CASES AND
SHALL BE 6" MIN
:0,
GATE
VALVE
,
LEAVE C~U)[::1-
FREEZE ~ ( [
HOLE ~ [
OPEN -'f.~
II
I
~ Z't 6" DIP LEAD
~J.l1 BETWEEN TEE in
GRADLOK OR APPROVED _ AND VALjE ,..,
EQUAL REQUIRED (INCLUDED
IN FIRE HYDRANT BID ITEM)/,.., ~ .:\ MJ TEE
& _---I ~)=;; I, /lei
: ~6~I~N~ L l _ l g Y
" I - -- WATER
/ J,' . \ 'L~~~A MEGA MAIN ~I
EBBA MEGA. LU. G JII~ML~ ":I1I=i", I .:.lJ.
ON 6" (MIN I DIP .'<;.::'
1500 PSI CONCRETE
" ;{\
=4" I 3/4" MIN~
WASHED ROCK
IF A GRADELOK (SPIGOT x SPIGOTI
IS USED. A MJ SLEEVE IS
REQUIRED TO CONNECT TO
[ ~EAD
~ g
[ b
l
TYPICAL MJ GRADELOK
SPIGOT x BELL
ARE HYDRANT SETrING DETAILS
(NO SCALE I
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--~
~ _ SEWER
I M_
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"'- CONE
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;;j:~ ~~
b'Low-1 t I (r-~ r 1
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~ --/
~ ,,/
1
fl.Afj
E6 AT 6' oarw
IIIOn_
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PLAN . ECCENTRIC REOUCER SLAJ I / {TOPI
I. .'-0' iliA. .1 ~
~' , ~. I . ,J_ .I::l'L.' :.
1',Z' FOR 8'-0' IlUl WAllHOlE IT
Kill2N I
ll-8OL T ANC_ OfT All
PLAN
V!6/e- · CAOM:tUM PLATEO
WlTH 2' X 2' METAl PLAIT
AN!) NlJTS
.
h~1
, ~
, r
.'-0'
Ell AT 8' oarw
IIIOTTI:l/llI
.-E RING AND COVER--.
AS SPl!'aI'lED
MANHOLE: RING AND COVE
AS SPEClAED
rFlNISH ORADE/
EXISTING SURl'ACE
..../' _TAR
ECCENTRIC
Z ~~
j
)
./ NOTE,
...... _ TO FINISH OR AIlE WlTH
MlCK OR CONe. ntROA T
RINGS. lMk OF' 3. MAX. 0>
rl2'i ~
REllUCER
COM'
\ ......_ GRoo'
lU::
. '-30001'.51.
CONCIlfTE
\
MORTAR
-I
~- NOTE.
1IRlN<'l TO '_H GRAIlE W.TH
BRa OR COtlC. l11ROA T
_ _OF3."'AXOF
12' HE'IIHTI
/
II
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II
10 .,t
.......
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~. fiLL AND _T I, L. ,
~r OJP TEE ~ _
i I r ST..-RO CLASS I' TONGUE:
it ""If 6'-0' Dl.&METER 7' ~nV~RflNF-
.. Ii -.:- U2",2.'.36- II 48' LOIOlHlI
!I! !l!t: ACCEPTAm.El
~ '" III \. lNTE~ OftOP FIXTURE J .....
~I AS $PEClAEll "--" NOTE,
,.. _ _ _ COMPLE TEl. Y FlU. JOOITS :'..;:;.' - -
lil "''''HAlI! __ORE SETI_ P..,
81 - _.... L ~ -
Ie U.aoLT AItCHOllS '" ~
't:..., ~ tl.. l.....j l ~~~/All ~
· .',' ~r y,:.' f--=:il'
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1_ II'.Q" 'lIl'! .. -o'OIAlIf;Tl!l'! IIAItIOI.E ...1
fl. EM
"en
. ~I:
-. ~
FACE OF-I
CURB
EXPANSION
JOINT
d
~WYE:
~OMING SEWER
!:..
.',0' iliA.
,//
~< l~ 118 BEN)
EXTERNAL DROP
FIXTURE AS
SPl!'CFlED
.
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$PEClFIEll
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· _ ~ ...'\. ../,
't I.. ....()' FOR ...(). IlIA. ~ I '\L.ES AT l2' O.C.E.W
6' DIAMETER M~NHOLE SECTION
4' DIAMETER MANHOLE SECTION
4' AN:> 6' PRECAST CONCRETE MANHOLES
IWITH POURED IN PLACE BASEl
.
--'
LI
12" MIN.
TYPE KCK BACKFILL -
PER ITEM 2.1.5(c)
COMPACT TO 95" OF MAXIMUM
DENSITY PER ASnA 0698
6" MIN. DEPTH
AFTER COMP ACTION
SAND EMBEDMENT
ITEM 2.1.B(f) CLASS KB_4"
COMPACT PER
ITEM 6.2.9(c)(10)
6K MIN.
lS"
6" MIN.
12" MAX.
UNP" \&Tl AND FlJ JRF" P A vr:n ARI=' A~
S" FLEX BASE
ITEM 2.1.3(b)
~
j
12" MIN.
TYPE KC" BACKFIlL -
PER ITEM 215(c)
COMPACT TO 95" OF MAXIMUM
DENSITY PER ASTM D698 ;
6" MIN. DEPTH
AFTER COMPACTION
SAND EMBEDMENT
ITEM 2.1.8(f) CLASS "B_4K
COMPACT PER
ITEM 6.2.9(c)(10)
6K UIN.
~ IIl"
lS"
10K
6K MIN.
12" MAX.
NOlES: ~ins liNG R.Em.&....r- ~ IgJ:" ACF"
1. AT THE END OF EACH WORK DAY ALL SPOILS SHALL BE REMOVED FROM THE CITY & DOT RO.W. UNLESS PRIOR
'ttfllTTEN PERMISSION IS OBTAINED FROM THE OWNER TO STORE SPOILS IN DESIGNATED SPOIL STORAGE AREAS
THAT DO NOT OBSTRUCT AUTOMOBILE OR PEDESTRIAN TRAmc.
2. ALL BACKFILL SHALL BE PER SPEC. ITElA 6.2 AND SHAU BE COlAPACTED PER SPEC ITEM 62.9 (b).
ROCKS GREATER THAN 4K IN DIAMETER SHAU BE REMOVED FROM ANY NATIVE MATERIAL USED AS BACKFlLL
3. ALL PAVEMENT SHALL BE REMOVED ALONG NEAT SAW CUT LINES PER SPEC ITEM 88
4. COATED TRACER WIRE SHALL BE INSTALLED IN THE EUBEOMENT MATERIAL ABOVE THE rvc PIPE WITH THE
TRACER WIRE TERMINATING IN IN-LINE GATE VALVE BOXES ACCESSIBLE BY CITY STAFF. BLUE UNDERGROUND
WATER LINE WARNING TAPE OF MIN. 4K WIDTH SHALL BE INSTALLED ABOVE THE EMBEDMENT MATERIAL
5. A MAXIMUM OF 200-FT OF OPEN TRENCH WILL BE ALLOWED AT ANY TIME. UNLESS APPROVED BY THE
CITY ENGINEER.
AS SPECIFIED
EDGED 1
R
N NE T
--2"
5.0' USUAL
I
3/8"R
II
SLOPE 1 14" 1FT. TOWARD S1.
v
.
.
.
,
t-l..i
3"
1
L.-,,__~
~
~ ~
SECTION
3"
CONCRETE SIDEWALK
N.T.S.
6'_OK
1 3/4"
-
1'-6"
~ 3" 3K 5"
...,. .. .
.1 II I
.
N
"-
1 1 /2" :::
3/4K CHAMFER
VIEW "C-C"
. I III I .
. v~. .~:=r5~
~ ~ <0 ~ ~BA:\r~ BAR "B"
L- _'7,&7 '\.- - "'"
to
l 1~:1\
2" ~
~l
WATER/' Y
STOP ~
r
It_s'
l- ~'~-cl
~~t,~
, 'r ~ r~.r
. ...J".. ________ .
~,
BE
rlJRR
~~ ,~
"-
:oil;
tli4 BARS ON
B" OC
1(*4 BARS ON
12" OC
-=t
...---..
~ _- #3 BARS ON
- 12" OCBW
l' .3 1/4"
-~I
..,~v.. I ~
BAR ON _-"'---1 to
OC 5 1
BAR -B-
"D"~
5'-0"
) .
13 B:-RS ON-/' . I48AR.~\ . ~
12 QCBW J T:-~ t"'
. vl/::~,
k ~~l )
. ""-,,- ~"" I
ti-L-t--';:7 _l w
.:J 1:' 2'-6" _
l- 3'-6"
VIEW "D-D"
6"
5'-0"
6"
.
to
r-----~--~
I 2-#3~ C )~~- ---~
BARS - - - -
I
: / ~ ~
I INLET FRAME LOCATED~ t = = = = "c"
ON END AT PIPE
r---------------: w~... j
1=
J~
.
to to
I I
;.r,~
.
to
I
I
t WARP PAVEMENT SURFACE t
TO THROAT OF INLET
I
~~---------------~-~
"D"'+
PLAN VIEW
EXPANSION -
JOINT
CURB INLET DETAIL
NTS
WA TER STOP SHALL BE A
PREFORMED PLASTIC SEALING
COMPOUND EQUAL TO
SYNCO-FLEX PRODUCTS CO.
ALL LAPS AND EXTENSIONS OF
REINFORCING BARS SHALL BE
30 BAR DIAMETERS UNLESS
OTHERWISE NOTED.
PIPE MAYBE PLACED IN ANY
WALL, BUT SHALL NOT ENTER
ANY CORNER, OR BOTTOM.
CONCRETE TO BE MIN. 4200 PSI.
1'_6K
,K 5'
l' -OK
'/Z' EXP. JOINT MATERIAL
TOP W/,K ELASTOWERIC
SEALER
CONC
SlOPE PER ,/ CURB &:
GRADING / GUTTER
'\ YJ.
O--~~
NO .3 BARS
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I
GEOTECHNICAL INVESTIGATION ~
BY BUCHANAN/SOIL MECHANICS, ING.
REFER TO REPORT DATED MAY 1999
FOR PAVING. BASE MATERIALS, AND
SUBGRADE SPECIFICATIONS
"/ "/ "/ "/. "/ r;, ?;{(-,
~~~PPP/ ;,~"
"/ ,"/> r'" "'" 0 "/ "/ '/
'-
:i:~:::::::~:::\\\:i:'::\)\\, /}{ :/::~:\:::?i{. ~:\~:\)::\::::::}:::\t\:~:::
~
6K "_OK
SEPARATE CURB
ASPHALT
AND
PAVING
NO SCALE
CONCRETE FILLED
PIPE BOLLARDS
r-
I~
10.00'
..I
V
/ .....
4
'"
.. ......
4 ..
..
4
4
4
4
..
..
A
MAINTENANCE DRIVEWAY DETAIL
NTS
NOTE: MAINTENANCE ACCESS DRIVE TO
BE CONSTRUCTED OF HEAVY DUTY PAVEMENT.
SEE PAVING SECTION DETAILS SHEET C-17.
/" FINISH GR ADElE IS TING SURF A
ill
iiT
If:
. '''...
O.D. + 16"
(PAY ITEM)
o D. + 10" MIN.
O.D + 24" MAX
- ,--- SE E BACKFILL
MA TERIAL AS SPECIFIED
--/'
INST ALL METALLIC 3"
RRA TAPE BOVE
PVC PIPE 12" 24"
[;8
-
~i[- 8"
---
FOR. _f-
(8/ I.D_~/ \: IEII
~~m
'..::: 1-':11,
I,
8"
8"
-
_~ SAND OR GR A VEL
TRENCH BACKFILL
(ASTM 02321)
I" MAX PARTICLES
:L
~u
00
VlCr:
:L
...Ju
60
VlCr:
/8'" 1.0. .\
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ill:...,. "
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.......1,...,.,1
D.LP. BEDDING
STORM SEWER
GRANULAR EMBEDMENT AND BACKALL DETAILS
lNO SCALE)
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