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1—FIRE HYDRANT ASSEMBLY
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13932 SOUTHEAST 159TH PLACE
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PHONE: 425-260-3412
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TAP CONNECTION
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CONNECTION TO BE MADE BY CITY 1-8" GATE VALVE (FLxMJ)
FORCES. 1—CONCRETE BLOCK
NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT
FIELD VERFIY LOCATION AND DEPTH
CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL
ALL FIRE HYDRANTS TO BE
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ALL WATER SERVICES SHALL BE
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13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
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OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058
PHONE: 425-260-3412
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13932 SOUTHEAST 159TH PLACE
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t TAPPING TEES SHALL BE MADE Of CAST IRON, DUCTLE �RON OR
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3. NO WET TAP ON, kiZEL NE
4. WET_--TAPMNG OF EXISTING CITY OF RENTON WATER MAINS MLL BE DONE By
SPEER TAP OR SjPfRiOR TAPPING INC.
S. CONTRACTOR SHALL P0714W AND VMFY THE HORIZONTAL AND VERTICAL
i A05NMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NF�W
LINE AT THE SAME HORIZONTAL AND VIR'lCk AUGINMENT OF THL EXISTIN5
STS: a-
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FINAL CONNECTION BY CITY FORCL715
t TAPPING TEES SHALL BE MADE Of CAST IRON, DUCTLE �RON OR
EPDXY--COATED S'llEEL, BOLlS AND NUTS SHAL BE CORTVN� ALL TEES
AND VALVES SHALL 13E WATER TESTED BEFORE TAP
2, NO SIZE ON SIZE TAPS ON CAST-IRON WATER UNE5. TAP SHAL,_ 3E AT
LEAST 2' SUALLrR DIAMETER THAN THE EXIISTING MAIN. iiSTOS CEMENT LINE OR STEEL LI
3. NO WET TAP ON, kiZEL NE
4. WET_--TAPMNG OF EXISTING CITY OF RENTON WATER MAINS MLL BE DONE By
SPEER TAP OR SjPfRiOR TAPPING INC.
S. CONTRACTOR SHALL P0714W AND VMFY THE HORIZONTAL AND VERTICAL
i A05NMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NF�W
LINE AT THE SAME HORIZONTAL AND VIR'lCk AUGINMENT OF THL EXISTIN5
STS: a-
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M. PLAN $00.1
13',<24' PLASTIC METER BOX EQUAL TO MiD-S'rATES PLASTIC,
INC, 8Cf: ' RtES MSBCF 1324-118 mrE� 1,15 THICK L)CTILL
RON DIAMOND PLAT, COVER E=AL TO !IID -STATES PLASTICS,
JNC� WITH READER UD AND 2' DRILL ZD 404LE
FOR TOUCHRFAD PIT 1_10, (SFF DETAk- A -A)
9' MIN
12" MAX
FINISH GR
AOL
36" MIN COVER 11
NEW DucItLL
IRON
WATERMAiN
219 CLAS
2
CLA
CLA
MIN IMIN [, MIN MIN MIN
6.5' MIN.
2" DEPTH OF
GRIND OR SAWCUT AND REMOVE
SEE DWG# HR -05 FOR MINIMUM STANDARDS
OTY PNVATE
1341:40G
'I
—IN UNIMPROVE-0 RIGHT OF
WAY INSTALL METER BOX AT
z
PROPERTY LANE WITH 12'
LONC COPPER TACPIFCF.
CL
SIDEWALK
TOUCHREAD WATER
METER TO BE
x
SUPPLIED By TIE 12'
CITY TF
TYPF "K' SOFT
COPPER TUBING
;,I. SERVICE LINE TO HOUSE IS 3/40 OR 1
. TO RIF 167ALLED W 7HF FJT'URF
GALVAN.&D
:NSTALL FORD C14-33 OR 44 FIPT PLUG
x COM.PRES&ON COUP= INt
...............
LOOP DOWN TO CENTERLINE
OF WATT R MAIN T^v
PROADF &ACK IN COPPER
5LRVICL LNL =Q MLTLRFORD� �0472-15W-4i-33G, OR McDONALD BRASS: 21-215WC0033, OR
MULLLEW 3/4-8-2470-2 WITH AON ANGLE SALL VALVE AND,
SANGLE C14ECK VALW ON OUTLET
C)RPS. RA STOP W BALL. VALE L_ CORD QP_PfRSE:y.&_FQR FORD V8,472 -11510-44-444G. OR
TAPERED THREAD (CC). 00(,-K ;kANT Ir cDONALD BRASS, 21-4"5W 044, OR MLW-LL. LR,. 1-8-2470-2
1
kJ/4' F1910013-3-0) OR AY MCDONALD 47018 BOTH INLE'I ANC OUTLE." WITH CAACJO
K NT. PADLOCK WINGS ON
'kl" FBIOC
O -4-Q) V
OR AY CDONALv 47013 INLEN" A61$R .i_
YA_W, AND SINGLE CHFCK VALVE ON OWTLET,
ALL rinics SMALL BE WTH OJICI SWT..
NOTE'
&I, MFIE',R HO*'S INSTAIAED WD -ON CONC4FIF OR PAW.."O GRI*WAYS SHALL HE
CAST :RCI EQUA�_ 0 OLYMPIC FOC-NDARv- EXPANSION iOlINTS MUSH BE NSTALLED ON
BOTH SIOES OF VETER 800
A -A DRILL 2" DIA. 14OL7 ;-OR AMR (AUTOMATIC
MFTFR READ) TOLJ�HRFAJD OFMU
2* WVN- FROM NLARLST
AND FRONT FO GF OF PIT J)
F_
---------- - --------------
_4
TYPICAL
RIB
NOTE
THE CENTFR 0wF THE HOLE MUST BE AT LE"AST 1'* FROM
UNDFRINFATH, RIBS UNLFSS THF RIS SPACING ALLOWS TI -IE
NUT TO TIGHTEN AGAINST TfI 1E OPEN SIDE OF MORE THAN
OWL 11;*,
"AND I" WATER SERVICE STD. PLAN WO.1
-4
N()viJk1Lj&'R 2009
SURVEYM:KTSCAM'
LANREE SURVEYING
DESIGNED: SCALE
D.L. OFFE, P.E.
DRAWN:D.L. OFFE, P.E. ow INCH
1
CHECKED: AT FULL SCALE
I I F NOT ow INCH
1 APPROVED: SCNX ACCORDOCLY
REVISION BY DATE APPR
tOND 1 M
mmmug; w Im/im
DATUM
OF CURB OR
OF PAVEMENT
2" CLASS 'B'
'ENTER LINE OR
ANE LINE
6.5' MIN.
2.5' 1
MIN MIN MIN MIN MIN
\-!ACP CLASS 'E' OR 'B'
6"
SURFACING TOP COURSE
CRUSHED ROCK,
FLOWABLE FILL
OR
AS REQUIRED BY ENGINEER
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
WHEN PERPENDICULAR TO
ROADWAY CENTERLINE
ADOPTED
CITY OF RENTON+ +
STANDARD PLANS
IST DATE: 12/96
DWG. NAME: HR -23 SP PAGE: H032A
T4
0 �,j
N
TYPICAL PATCH FOR FLEXIBLE PAVEMENT
4
CITY OF
RENTON
Planning/Building/Public Works Dept.
" R
N.T.S.
3830 14
W-383001
RECOMMENDED FOR APPROVAL
BY: Date:
By: Date:
By: Date:
By: Date:
NANTUCKET SHORT PLAT
NANTUCKET AVENUE, LLC
WATER DETAILS & NOTES
2820 PARK AVENUE NORTH
07/01/2015
FIELDWM:
PAGE:
DRAWING NO:
SHM- OR
14 20
M000G
EX. HYDRANT
NOTE:
C'7
O
It
T
0
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LO
T
D
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III
rr
O
2
Lu
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a
I
A PORTION OF THE SE 1/4, SW 1/4, SECTION 32, TOWNSHIP 24 N., RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON
EXISTING
BUILDING
D
o �� e ,�* �„ TEMP. BLOW OFF
■ m �+
d ..
e to ? m 'fie _NCE CORNER ISM
18"CHERRY \
S89'04'15"E 2575025 LABELED 1'OFFSET
v� 0.4'N X 0.2'W
.00'
d I N M1 + + 1.5 OF CORNER
• I � I
+0
� +q+F 3 'ry Y +•fir p I I I
r A CD ,0S
OT 1 LOT 8 / + I I
M
CV /
STA. 2+55.0 7.0' LT.
1-8 GATE VALVE
S89'0 "E 140.02' J
FENCE)
• I ON LI _
o � I
011 AREA UNDER w
e N
CONSTRUCTION F C4 LOT 7
.
Z I + I I I I
SEWER MH LF., 8" D.I. WM
RIM 205.53 Q 10 1,
IE 198.41' 8"CONC N
IE 198.736"CONC E , I I
� END. REBAR C I
Q 9 LS �JW5
.00
NEW FIRE HYDRANT �, _ g
d 0 +k I I N
CN da
.d I ROOF HEIGHT
_ 225.23' I
'A EXISTING LOT 6
� BUILDING
w � I
o ENCE END I
RIM 205.38 N .6'N OF LINE FEN. ANGLE P + �,�►
E 194.23: 8"CONC W IS 0.9'N OF LINE S89' 15"E 158.02' IE 194.588"CONC E �-
194.58' 12"PVC S II \ I
EX. HYDRANT I ° +� 4-00 w 1 I I I
1001
NORTH 28th PLACE - -1 +� ++�� 1ED
S1 ED IS
- O+0`t +e aAw°s +� I 0. 'E OF LINE
I 1e
LOT 5�
I
p
o I 30' PUBLIC UTILITY
ID _ +1° 125LF., 8" D.I. WM I I + EASEMENT
1 �I
SPEED LIMI � I I
10 MP I I C
I II II
�" II Q
II (Y II ,,a +0s o�° +,�� M1', s I I I III +ss
+00
-Ile I EX. HYDRANT
..:...... .. ...:.
............ h
::.•-
NORTH 28th STREET STA. 10+00
F LIN
PARK AVE NORTH; STA. 20+09.00 I I :T` '` ': �' +"- a ¢sA J ED LIMIT
kIM 2UZ./9- +
REET 6 1 2 1.49' - - - - - - - - -
�-
SIGN " PEDESTRINC �'` NORTH 28th STREET - - �►d
A - - - - -r 00
WARNIN ,r - - - - - - - - - _ i - 12+---
STRE
ET
SIGN GN ° Y CONSTRUCTION -
• '� '� 3'49 334.9 14'*
PARK AVE NORTH; STA. 20+00.00% sVr "`n 's 'O"
1 C 00 SEWER MH
u-
(9-10-14) RIRY WELL1 RIM 208.01'
� I 196.34' 12"PVC W
IE 196.44' 12"PVC E
_4v
NORTH 28th STREET; STA. 12+64.00
PRIVATE STREET; STA. 0+00.00
NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT
CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL ALL FIRE HYDRANTS TO BE
SHACKLED PER CITY STANDARDS
ALL WATER SERVICES SHALL BE
1" SERVICE LINE PER CITY
STANDARD DETAIL #320.1
UTILITY CONFLICT NOTE:
PROVIDE ETHAFOAM PAD WHEN VERTICAL
SEPARATION IS LESS THAN 1 FOOT. ALL WATER METERS SHALL BE
3/4" IN SIZE
CALL 81 I BEFORE YOU DIG! AS -BUILT 05/09/2016
o
pF WASy;
o'- 'e>
_ � OFFE ENGINEERS
13932 SOUTHEAST 159TH PLACE
RENTON, WASHINGTON 98058 z
= 27460
PHONE: 425-260-3412
CONTACT: DARRELL OFFE, P.E. FSS/ONAL°
05/09/2016 NO.
4
a
11-1 /4' BEND 22-1/2* BEND 45' BEND
CAP
TEE 90' BEN❑
THRUST BLOCK HEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL SENDS
SOIL
FIRM SILT OR
FIRM SILTY SANG
COMPACT SAND
COMPACT SAND & GRAVEL
90'
45' BEND
T1 1/4'
90'
45' BEND
11 1/4'
901
45' SEND
11 1/4'
FITTING
BEND
TEE
OAP OR PLUG
& 22 1/2'
BEND
TEE
CAP OR PLUG
& 22 1/2'
BEND
TEE
CAP OR PLUG
& 22 1/2'
BEND
BEND
SEND
4
7.0
4.2
4.2
T.7
2.9
2.1
2.1
1.0
2.2
1.6
1.6
1.0
6
13-3
9.4
9.4
3.8
6.7
4.7
4.7
1.9
5-0
3.5
3.5
1.4
"
.7
1 .7
S.7
11.7
.4
814
.4
.3
6-3
.5
2"
53-0
37-5
37.5
15.0
25.5
18.8
18.6
1 7.5
20.0
14.0
14.0
5.6
AREAS CALCULA IED ON 300 PSI TEST PRESSURE, 3'-0" MIN. COVER F'DR WATERMAIN LESS THAN 12'.
*-0' MIN. COVER FOR WATERMAEN 12' OR GREATER.
MAX. HEIGHT OF THRUST SOCK (FT) - 0.5 x DEPTH OF TRENCH
MIN. HEIGHT OF THRUST BLOCK (FT) - O.D. PIPE + 1.0'
(RUST BLOCK BEARING
aE REFERS TO THE
ICE OF BLOCK MEASURED
IN SQUARE FEET
NOTES:
1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12-DIAMETER AND FOR $OIL TYPES
DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER.
2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NA71YE GROUND.
3, ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN- I DAY. PRESSURE TESTING
SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH.
4. ALL BLOCKING SHALL BE CONCRETE CL 5
5. BLOCKING AGAINST FITTTNGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA
POSSIBLE. BUT SHALL NOT COVER OR ENCLOSE BELL ENDS. JOINT BOLTS OR GLANDS
REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED.
Y CONCRETE BLOCKING FOR STD. PLAN - 330.2
* + PUBLIC WORKS HORIZONTAL AND DOWNWARD
DEPARTMENT
� VERTICAL BENDS MARCH 2O10
GRAPHIC SCALE
0 15 30 60
1 inch = 30 Feet
RECOMMENDED FOR APPROVAL
By: Date:
By: Date:
By: Date:
By: Date:
SURVEYED:
LANKTREE SURVEYING
DESIGNED:
D.L. OFFE, P.E.
DRAWN:
D.L. OFFE, P.E.
CHECKED:
REVISION BY DATE APPR I APPROVED:
WATER MAIN
2" CLOSE NIPPLE
2" 90* ELBOW
TWO PIECE CAST IRON VALVE BOX
EQUAL TO RICH VALVE CO. STANDARD
8" TOP SECTION, WITH REGULAR
BASE SECTION LENGTH TO FIT.
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE
APPROXIMATE ONLY. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND
HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND
UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES
ARE SHOWN HEREON. THE ENGINEER ASSUMES NO
RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES
NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 811
CONCRETE DEAD MAN BLOCKING WITH SHACKLE RODS TO
CAP, BLOCK SHALL BE POURED AGAINST UNDISTURBED
EARTH, SIZE OF BLOCK TO BE DETERMINED BASED ON TEST
PRESSURE OF WATER LINE AND SOIL CHARACTERISTICS.
CAST IRON CAP OR PLUG WITH
2" IPS TAP SHALL BE A
" ROCKWELL 482 END CAP
COUPLING.
2" GALVANIZED IRON PIPE
AS REQUIRED.
2" GALVANIZED IRON PIPE. 12'
LONG.
2" GALVANIZED IRON PIPE 12" LONG
PLAN
VALVE NUT EXTENSION IF REQUIRED
(SEE DWG BR46 / PAGE B090)
INSTALL 2" 90' ELBOW, SCREWED
2" PLUG, SCREWED
;_.. 1s'
2" GALVANIZED IRON PIPE
AS REQUIRED.
2" RESILIENT GATE
VALVE, SCREWED INSTALL 2" 90' ELBOW,
SCREWED
2" GALVANIZED IRON
PIPE AS REQUIRED.
ELEVATION
+ PUBLIC WORKS 2" BLOW -OFF STD. PLAN - 340.2
DEPARTMENT TEMPORARY ASSEMBLY
MARCH 2010
LOT4
LOT 5
LOT 6 LOT 7
LOT 8
9 26.50
Lu
Lu
220 �
O:
........I........................:
IZ
00
�I
J
Z
Z
0
O
� J
z EXISTING GRADE LINE
PROFILE
I
o
�...a............
..
o-
w
PROPOSED ROAD PROFILE
O
w
Zz
210
.....
.............:..
+.0.69
210
3' (36") MINIMUM :BURY-
:� ii ii:
- - - - - _
- - - - - - - -
IM--------- -----------=-------
P �QPasu_!
cTnRtA----=--
- - - - �,
---------
- - - - = - - - - - - - -
-
.,
I. j.
u I:I200
...........
I.:.I.. .........................................................................
- ... _ - ..
200
41
PRIVATE
ACCESS ROAD
0+00
1 +00
2+00
3+00
0
I ONE INCH I
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
091 CITY OF
mu RENTON
Planning/Building/Public Works Dept.
NANTUCKET SHORT PLAT
NANTUCKET AVENUE, LLC
WATER PLAN & PROFILE
2820 PARK AVENUE NORTH
W-383003
05/09/2016
FIELDBOOK:
PAGE:
SHEET: 13
OF:20
WATOR