HomeMy WebLinkAboutzS-3955 SetI N u vv H i r-\ Ivl H I Iv DRIVE �PQ�� P�PQ�� � Q\� Q��
�URB LINE MET RCD
SL ° - BOX II II
-----------------
- -- - - -- ---------
--- -- -------
SD
------------ -----
CO
cY) CB S D M SD A WH ITWORTH AVE S
N 6o vIEN T TOP- 32. 35 TOP= 32. 71 SD SD SD _ D•
I
E of
;URB INV 29.97 INV=28.76 12" I SD SD sD
� p � = 28.1 Per Plan
Lu INV=29.4 (6 S) o .
12" WATER MAIN AND
~ 2 45 Degree V rtica en s install INV= 2 9.8 (6 SRVCS PER SHEETS N 1 '19' 51 "E
g 12.5-.15--C . SSANITARY SERVER MAIN ON CENTERLINE
per COR spec. Bends installed in order I- - i- PAVEMENT ST IPING - SS
to enter vault flat per COR spec. Install I I I -
z PER RFI 57 4 0 NEXT I SIDE SEWER PER STREET I 01 W �
�Ps MH. Q I SHEET C5.0 IMPROVEMENTS O 1 � 0
`SF�I S U� 28. I PER SHEET C6.0 I O
75;Z0 I Q n G G
75
I
O -d I G G� G G G _G A 12+75.95 22.50' RT
z ° W/F RNC TRONG Q I U/ - - - -
TE L DUCT BA K FITTING D R I E
O ---- ME R
0 HH� I ° V DU T TEL DUCT °
--------------- _ _ _
z TV DUCT - -- -- - ---ELEC. CO sC---- R1 \/ R Fi MEC ��' \- ---------------
- -- --- ------------ --
- -----------------
rr SL C 0 N R SIDEWALK i--�----------- �P��------- - ELE
CB TYPE 1 W/SOLID COVER E CONNECTION/
PER COR STD PLAN 204.10 '
EANOUT X
RIM 33.1 t IE 1.
CONNECT T 2" \
/ IE 28.55t (12" W,E) �� DOMES TER M�ER Relocated r Kati eter
/ IE 30.65 ( S) PV W/REQ. FI INGS w SEWER CLEANOU P I STORMFILTER CB Installati Pier I TELEPHONE \/
f i- COR STD PLAN 4 1 RIM 32.60 I i
SEE ET 6 .1 CONNECT 0 PIV 5 IE 29.85
�� 0 PRO f�U� IE 31. ASSEMBLY W/REQ N CT TO BLDG i C7.1 i x
CONNECT TO E?� 12„ SD FITTINGS. EE NO] 9 WAS W/REQ. FITTINGS.
W/FERNCG STRONG 777\
cn IE 2.
All Storm, Water, & Sewer BkK FITTIN WILKIIIIIS 350XL DCVA LO 26.1
I
Installation was per Ian unless COR STD PLAN 340. ` ; x
p p
indicated otherwise with RED s� / I a I
LINES. 4 D J SPRKL SRVC 0
-
Q AREA DRAI New Area � � � �;
RIM . I Drain 1A I �-
a
z
J
LL
IE 29.6 ® I 1 PROP. ELECRVC.
278 LF TO NEXT• I RIM = ■54BEND i REF ELEC �
DOWNSTREAM SDMH. 2" W c�i H O U S E N o. 215 4 I I E= 1 ■�b 1 � I Q
P AS134 °-
SDMH IE 27.21 / � II
Q/ / MAIN FLOOR ELEV. = 35.9 1 PROP. TELECOM I SRV .
lVE F / " I REF ELECLLJ
�XENC� \ _ PATIO
A DRAIN I SD LF 1 L� I C)'
\X� 3" DIA. STORM / 6.1 I I I LLJ k-
PUMP DISCHARGE �� , I xU Cn
LINE Q / N
O U / 29.1 1 O LWw
LLJ
\� CONNECT TO BLDG w > Z
8" PUMP STATI WATER W/REQ. FITTINGS 1 Q i ix0
V RFLOU11V6QNNECTION `
V " SD @ 2% 1 LLJ I i w
72 TF 6
CONNE TO BLDG U_
1 (�
SPKLR W/REQ. FITTINGS i- z i I
57 LF 6" SD @ 2% / I I- w 1 i x
Q AREA DRAT
w -I 1 RIM 32.20
LLJ
J 225 BEND •- I ' IE 29.70
PROP. UILDING ,
45• BEND PUMP CONTROLLER, ALARM, MANUAL I I -
//Q TRANSFER SWITCH, AND PRIMARY FF 3.35 1
/`�� "\� ELEC. FEED. COORD. WITH ARCH - i I RE
�./ M W/DUPLEX STORM AND ATTACH TO BUILDING @ 5' 1 UMPS SEE NOTE 11 ABOVE GRADE. BACKUP POWER TO H A R /
0 RIM 33.20�
BE PROVIDED BY ON SITE 1 i 316
0 IE 3 .00 VERFLOW E) PORTABLE GAS GENERATOR 1 P
26.45
_ IE 28.4E) = ' LINE OF BUILDING 1
OVERHANG ABOVE 1 ,I
7.1 Q - CONNECT TO BLDG ROOF DR SEE SHEET L1.01 FOR (TYP) ;
v DRAIN 1 W/REQ. FITTINGS (TYP OF 3 GREEN ROOF AREA.
\ Q � SEE DETAIL 5 SHEET L202 I RIIE 29.70 00
o I
O co
� = 1
30 LF 8" SD @ 2% I
1 i AREA DRAIN
RIM 32.20
- 105 LF 8" SD 0 2% IE 29.70
,
�
IIE 29.15
Z T
0
0
T
10 0 10 U
SCALE: 1 " = 10'
DATUM
NAVD 88
LEGEND Lr)
2 CV
0 CLEANOUT
C7.0 O
O
0 PATIO DRAIN 3 I
CTO (C)
T
0 AREA DRAIN 4 Q
CB TYPE-1 PER COR STD J
PLAN 200.00. W/RECTANGULAR
FRAME PER COR STD PLAN 204.00
60 SDMH
DOWNSPOUT CONNECTION 6
c7.o
_,--,--,-_ 6" STORM DRAIN
(GASKETED PVC SDR 35) U.N.O.
co
8" STORM DRAIN O
(GASKETED PVC SDR 35) U.N.O. O
6" SANITARY SERVICE LINE ~
T
. - WATER SERVICE LINE
WATER MAIN/SPKLR SERVICE
- - - ELECTRICAL CONDUITS
- - - TEL/DATA CONDUITS
NOTES
1. SEE SHEET C1.0 AND C1.1 FOR GENERAL NOTES.
2. SEE DETAIL 1 SHEET CTO FOR TYPICAL TRENCH DETAIL.
3. VERIFY INVERTS OF ALL EX. SYSTEMS AT PROPOSED POC'S TO NEW LINES PRIOR TO ORDERING OF
MATERIAL AND NOTIFY ENGINEER OF ANY DISCREPANCIES AT LEAST 4 WORKING DAYS PRIOR TO
STARTING PIPE LAYING OPERATIONS.
4. COORDINATE BLDG. SYSTEM CONNECTION LOCATIONS AND INVERT ELEVATIONS WITH MECH/FIRE CONTRACTOR.
PROVIDE ALL REQ. FITTINGS FOR CONNECTION.
5. COORDINATE ALL UTILITY INTERRUPTIONS WITH AFFECTED FACILITY OWNERS. PROVIDE MINIMUM 2 WEEKS
ADVANCE NOTICE OF ALL INTERRUPTIONS.
6. STORM DRAINS SHALL BE PLACED AT A MINIMUM SLOPE OF 2% AND A MAXIMUM SLOPE OF 25% U.N.O.
7. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS DURING TRENCH EXCAVATION TO PROTECT
EXISTING UTILITIES FROM DAMAGE AND SETTLEMENT.
8. RESTORATION FOR ALL UTILITY CUTS IN EXISTING PVMT SHALL BE PER CITY OF RENTON TRENCH
RESTORATION AND OVERLAY REQUIREMENTS. CONTRACTOR SHALL COORDINATE WITH CITY OF RENTON AS
REQUIRED AND SHALL PAY ALL COSTS FOR RESTORATION.
9. COORDINATE WITH ELECTRICAL/FIRE FOR PROVISION OF PIV TAMPER SWITCH, WIRING AND CONNECTIONS
TO ALERTING SYSTEM.
10. APPLICANT SHALL OBTAIN ALL SPU AND CITY OF SEATTLE PERMITS PRIOR TO CONSTRUCTION PERMIT
ISSUANCE FOR STORM DRAIN CONNECTION IN SPU RIGHT OF WAY.
11. PRIMARY PUMP POWER SHALL BE PROVIDED VIA BUILDING SERVICE. BACKUP POWER SHALL BE
PROVIDED BY PORTABLE GAS GENERATOR
S-395501 W-395501 R-395504 WLu
IN COMPLIANCE WITH CITY OF RENTON STANDARDS p
m
DEVELOPMENT ENGINEERING ` WASTEWATER UTILITY z
Fitz -James 11 /09/2017 dchristen 11 /09/2017
O
T17--- - x--__ x _ GACALL48HOURS
�-' BEFORE YOU DIG! SURFACE WATER UTILITY + 2
o G S RR 1I 811 rstraka 1 1 /09/2017 0
of E
DATE.
o �� : _. ��, SURVEYED: SCALE: VERTICAL. NAVD 1988 3/1 CITY O F R E N TO N COMMONS L LC 1 1 /03/2017 z
e e Q � ` � � 1 " = 10' HORIZONTAL- NAD 1983/1991
DESIGNED: �, 0
- '' TrG - 215 WHITWORTH AVE S, RENTON, WA 98057 FIELDBOOK:
design P LLC : 7 DRAWN: RENT 0 N PAGE:
307 4 TTG ONE INCH%MVV DRAWING NO:
A CIVIL ENGINEERING COMPANY � � DATUM z
219FirstAvenueS.,Suite401 '�(� �'GISTER�' CHECKED:ATAT FULL SCALE Planning/Building/Public Works Dept. SITE DRAINAGE C3. 0 Uj
Seattle WA 98104 vsl pj�� IF NOT ONE INCH
ONAL N 0. REVISION BY DATE APPR R APPROVED: SCALE ACCORDINGLY SHEET: OF:
2064024644 _ AND UTILITY PLAN 4 26 10�
11� Zl�
P
���t_
- 7rA
N=
■DRAIN
RIM 32.20
IE 29.70
.�
U")LO LO
C? M CO
N N
� � I
z
O
G
75
O
U
z
O
z
w
rr
CD
/ / V I N L L l \\ I \\ L I V
TV AND TEL NOT
LOCATED IN THIS AREA
c0 TELEPHONE VAULT
ELEC AND WATER MAIN
x / IN CURB LINE
TV /
8 PV BRICK
STA 12+29.50, 0.33' RT CONCRETE SIDEWALK
FIRE HYDRANT MARKER
L PER COR STD PLAN 310.3 WHITWO
12+35.7, 13.0' RT TEE
------ ---- - TOP 12" DI ELEV.=27.2'----- ---- -- _......
STA rn
12771i RT CONNECT TO EX. SR
2" DOME C WATER SRVC STUB W/ REQ. FITTINGS I o
CO MPER-COR STD PI D f
320.2 S D - 12+74.9, 13.0' RT .
TOP 12" DI ELEV.=27.6' '
STA RT 6" SIDE SEWER PER �„� o I
(1) 12 GATE VALVE (MJ) COR STD PLAN 406 1 STA l i+75. 5, 1 .�T
H AVE,
0
�m
BRICK
GAS VALVE 1
1
CD
COORD. COR TRANSFER
SERVICE TO NEW 12" All+ r
E--------- - ---- U
t�_w SERVICE TRANSFER ------ U
DON Y COR CREWS AFTER 0 H
SD MAIN IS OPERATIONAL. W
�u SD- 1 =
I�
12.9' SEE OJTE21156 9 BEISIN PIPE nr1 rnTin.i 252 LF 12" DI WATER i W
12+38.0, CD - TOP VALVE ELEV.=28.7. S A N I Thka( E E� M A I 0 I13+50 w
- ----jZ
'EMENT T IPING I I I
I I GAS MAIN PER I I J
FIELD LOCATES I STA 13+30.00, 14.5 RT
N I W ' END PIPE DEFLECTIO I =
--- --___ - -=---- ---�_ - _�_=12+94.3,13.3'RT G-0� 13+36.1 14.4'RT
ff All „ TOP 12" DI ELEV.=27.6' -a - G TOP 1-1/2" IRON H2O RUNNING EAST -WEST ELEV.=30.7'
N o
cn
13+46.7, 14.6 RT
MET R TOP 12" DI ELEV =27 2'
0 0 HH� I V V DU T TEL DUCT
-----------
,UCT 12+17.7, 21.5' RT -- - CQ ---- ------ --- -- ----- ----- - 4" CO D IT PS I V
VEY - --- ------------ -
R S I D E WA K---- -1--v ----------------
i �RAIVCHiSE E fiE ------
CON.
P B W R POLYPIG OBTAINED P
OUT UNDE D TO 97 - - -
ETER BO ER COR F 0
Q I
12+29.9, y � � �
STRE LI HT H N (1) 4" CONDUIT (CLINK) i � x
ST 2.00 RT UNDER SEPARATE FRANCHISE / I TE L E P ]ONE V A U L T-
RFIYDRANT SERE ER S EET 6.0 �� PERMIT OBTAINED BY I
CENTURY LINK
4" FIRE RVICE%D D6
/PIV P� OR STD P N 12+85.1, 13.2' RT
3 PROVIDE' c3'x1.5' / Q F TOP 12' DI ELEV.=27.5' I
E HIED ROCK SUMP ( 12+55.8, 13.1' RT TOP TAP WEST ELEV.=27.3' I i
Q� EL W VAU1IN HOLE 0 WILKINS 350XL DCVA PE TOP 12" DI ELEV.=27.6'
COR S D PLAN 340.8 , n L b 1 I J 12+85.4, 22.8' RT
C DAVID EVANS AND ASSOCIATES INC. WATER METER I I x
20300 WOODINVILLE SNOHOMISH ROAD I a
_ C)0
Q NORTHEAST, SUITE A. 425-415 2000 i t
AS CONSTRUCTED FIELD INFORMATION DEPICTED c G I
ON THIS MAP REPRESENTS THE RESULTS OF A
SRVEY MADE ON DEC. 13, 2017, DEC. 14, 2017, DEC.
18, 2017, JANUARY 12, 2018 AND MARCH 12, 2018
AND CAN ONLY BE CONSIDERED AS INDICATING
THE GENERAL CONDITIONS EXISTING AT THAT TIME.
40
30
. . . . . . . F
PROP. 6" _ SS CROSSING
SS .PIPE BOTTOM: 28.30
WATER PIPE TOP: 27.63
. . . . . . . . . . . .
J W
�.� .
.M.�.
..
o
EX. SS CROSSING
. . . . . .
z
�p
o
r�
TO BE ABANDONED
. . .
.
NU
�!
W
r)
4Wi w
x"
x `-�
�.
C)
. .
w
20
:SOY
Q
Z
Yg
� J U
� J U
jam.
Q
0
cl
cl
0 Q C)
LU
LLI
C'
L'U
C,
cn
c:1
0
N
�
N. j.� Z
N
o
N
ZLLI N N
Q N�
Q N
M
N O.O .
. . +
CV
w Q
CD NJM
+
N
+
NCO
<t +
CV
'x C7
N
.+
N
x C'
Na
+
C4
W �.N .
L Wr7
+
CV
. .
N
Um
�
�U ��cnF_
����
�p�zZ.
U)
W �C/) m
C/)
C/)
M a- Cn
:�.
(/)
. :�
U)
CV U d
En
�
11+70 12+00
12+50
WATER MAIN PROFILE
SCALE: HORX. 1 " = 10' VERT. 1 " = 5'
Al
design PLLC
A CIVIL ENGINEERING COMPANY
L,.; 219 First Avenue S., Suite 401
a Seattle WA 98104
J 206 402 4644
LL
1►[•l
REVISION
PROPOSED 12"
WATER MAIN
13+00
SURVEYED:
DESIGNED:
TTG
DRAWN:
TTG
CHECKED:
WE
BY DATE APPR APPROVED:
13+50
SCALE:
VERnCAL. NAVD 1988
1 " = 10' HORIZONTAL- NAD 1983/1991
ONE INCH DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
Ell]
35
30
25
K11
15
CALL 48 HOURS
BEFORE YOU DIG!
811
} CITY OF
RENTON
Planning/Building/Public Works Dept.
Z T
0
0
LEGEND
CONIC THRUST BLOCKING PER
COR STD PLAN 330.2 AND 330.3
GATE VALVE AND VALVE BOX
PER COR STD PLAN 330.1
FIRE HYDRANT PER COR STD PLAN 310.1
WATER METER PER COR STD PLAN 320.2
1" WATER SERVICE U.N.O.
12" DI CLASS 52
WATER MAIN U.N.O.
6" PVC SDR 35 ASTM 3034 (U.N.O.)
SANITARY SEWER SERVICE
ELECTRICAL CONDUITS
TEL/DATA CONDUITS
NOTES
1. SEE SHEET C1.0 AND C1.1 FOR GENERAL NOTES.
2. SEE SHEET C6.0 FOR PAVEMENT RESTORATION PLAN.
3. VERIFY INVERTS OF ALL EX. SYSTEMS AT PROPOSED POC'S TO NEW LINES
PRIOR TO ORDERING OF MATERIAL AND NOTIFY ENGINEER OF ANY
DISCREPANCIES AT LEAST 4 WORKING DAYS PRIOR TO STARTING PIPE
LAYING OPERATIONS.
4. COORDINATE ALL UTILITY INTERRUPTIONS WITH AFFECTED FACILITY OWNERS.
PROVIDE MINIMUM 2 WEEKS ADVANCE NOTICE OF ALL INTERRUPTIONS.
5. THE CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS DURING TRENCH
EXCAVATION TO PROTECT EXISTING UTILITIES FROM DAMAGE AND SETTLEMENT.
6. ALL CONCRETE BLOCKING FOR HORIZONTAL BENDS, TEES AND VERTICAL BENDS
SHALL BE PER COR STD PLANS 330.2 AND 330.3.
7. ALL MECHANICAL JOINTS FITTINGS AND VALVES SHALL HAVE RESTRAINED GLANDS
EQUAL TO MEGALUG SERIES 1100 OR ROMAC ROMAGRIP, EXCEPT WHERE
SHACKLE RODS ARE INDICATED.
8. SHACKLE RODS SHALL BE INSTALLED PER COR STD PLAN 330.5.
9. PIPE JOINT DEFLECTION SHALL NOT EXCEED HALF OF THE MANUFACTURE'S
ALLOWABLE DEFLECTION.
10. SCHEDULING FOR THE WATER CUT -IN CONNECTION AT S 3RD STREET SHALL BE
COORDINATED BY THE CONTRACTOR WITH THE CITY PUBLIC WORKS INSPECTOR
AND CITY PROJECT MANAGER. ALL CONNECTIONS TO THE EXISTING WATER MAIN
NEED TO BE COMPLETED BY CITY MAINTENANCE CREWS. THE CONTRACTOR IS
RESPONSIBLE FOR EXCAVATION OF THE TRENCH, SHORING OF THE TRENCH AND
SUPPLYING THE MATERIALS NEEDED FOR THE CUT -IN.
11. PORTION OF SIDE SEWER CROSSING OVER WATER MAIN SHALL BE CONSTRUCTED
WITH (1) STICK OF PVC C-900 PIPE, CENTERED ON WATER MAIN.
Q
J
co
O
0
T
WE
H
S-395502 W-395502 R-395506 w
IN COMPLIANCE WITH CITY OF RENTON STANDARDS M0
W
DEVELOPMENT ENGINEERING (/)
a- I I Fitz -James 12/13/2017 zO
73
2
O
DATE: U
RENTON COMMONS LLC 12/13/2017 z
215 WHITWORTH AVE S, RENTON, WA 98057 FIELDBOOK: O
PAGE:
DRAWINGZ
ROW UTILITY PLAN C 5.0 `
AND PROFILE SHEET:6 OF:26 0�
LI,I
Q
z
J
1
SHACKLE RODS
(TYP) i R
I TURNBUCKLES
THREAD 6"_
4
m A'
a
=
<
o
a
o
m
a
w
�
I
o
qa a
m ,a
z
w
L
a
5
TYPE A
TYPE B BLOCKING
FOR 45' VERTICAL BENDS
VB
S
d
L
a_
0
C,
N
z
w
mw
w
0 z
H y
w�,
W
C.
J
U,
17N
z
0
O w
OHN
w U
K a
Q 0
0
U
O f-
p w
_ "W
U
W
w U U
NZ
!n-
d
UwOz
m
woZ
O1-
Z
CO�0
o
_C,
d
~
w
>
OO
N
0
4"
27
3
6'
300
45
64
4
3/4
20
8"
125
5
30
TYPE A BLOCKING
,FOR 111/4' & 221/2' VERTICAL BENDS
VB
S
d
L
d
w
w
w
z
C
o
, Z
W
w
Y
N
O N
Z w
w-
mm
w
w (Yj
m
0, 1-
Q NN
_ "w
O~ N
m C w
W U
N
��
O"
J
Q
O W
10
Um
wOw
w
0] U1U
O
L`UU
O Z
Z
Vn-
1-
n
F=p
w U
O Z
W
0
w Z
0 0-
Z
O-
H U
>
Oz 0
N
a
~
p
o
4"
300
111/4
8
2
3/4
18
221/2
12
21/4
24
6"
300
111 /4
12
21/4
3/a
24
221/z
27
3
8"
300
111/a
16
21/2
3/4
24
221 /z
43
31 2
111/4
64
4
1
24
12"
300
221/2
125
5
1 T
36
`R 'INSIDE RADIUS OF SHACKLE ROD BEND
'SHACKLE RODS'
S
TYPE B
`�Y O
n PUBLIC WORKS
DEPARTMENT
CONCRETE BLOCKING FOR VERTICAL
FITTINGS
STD. PLAN - 330.3
MARCH 2O10
RECESSED
LIFT POCKET
e SEWER e
O � O
10-1/2"
1/4"12-1/2„
1°
I
2-1/4"
14"
2-3/4
Not to Scale
FRAME
9,-n" nlAL.rTro 9'_n
J
)R {I
)ABLE I
6'I
11
12 -1
CAST IRON RING AND
L NOTES:
1. 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3698 (PRODUCT NO. 00369803) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY',
2. IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2'- 0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
STD. PLAN - 403.1
.�• PUBLIC WORKS 8" OR 6" CLEANOUT APPROVED:-
"` DEPARTMENT FOR SANITARY SEWER MAIN
cVASIVaua D
We N "n
L
TOP SECTION VIEW
8"
2'-0"
V-6"
V-6"
V-6"
2
10"
2'-e
1'-6'
1'-6`
V-6"
2
12"
2'-s"
2-fY
1'-6
1'-6°
4
16"
T-0"
2'-6"
2'-D•
V-6"
4
NOTES:
1. CONCRETE SHALL 3000 P.S.I. READY MIX POURED IN PLACE
2 REINFORCED BARS SHALL BE DEFORMED BARS AND TIED
TOc ER.
3, FOR FORK AT FADE OF ANCHOR :AU. BE RE COVED.
BACKFILL AT FACE OF ANCHOR WLL MUST BEPACTED TO
R5%MAX DRY DENSITY BASED AS V557 PRIOR TO
REINSTATING SERVICE OF THE WATER MAIN.
ELEVATION VIEW
NOT TO SCALE
N.
V RESAR AT 8" ON CENTER
O O7HOENDTA
SNDARD HOOKS
lzY CONCRETE DEADMAN BLOCK STD. PLAN - 330.4
+ PUBLIC WORKS
DEPARTMENT MARCH 2O16
W (SEE NOTE 7) LIMITS OF PIPE ZONE
�Ir
BEDDING MATERIAL FOR
SANITARY SEWER PIPE O.D. OF PIPE
(SEE NOTE 5)
FOUNDATION LEVEL /
6"
BEDDING FOR SANITARY SEWER
NOTES
:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE
STANDARD SPECIFICATIONS.
5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)'
OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL.
6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED.
7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE
STANDARD SPECIFICATIONS.
STD. PLAN - 40S
•�• PUBLIC WORKS PIPE BEDDING AP P OVED:
"` DEPARTMENT FOR SANITARY SEWERS 6
weep w",�, DATE
nOnn WA fl 0 nn
design PLLC
A CIVIL ENGINEERING COMPANY
219 First Avenue S., Suite 401
Seattle WA 98104
206 402 4644
2 BID ADDENDUM # 1
3 BID ADDENDUM 2
5 CONSTRUCTION ASI-1
N0. 1 REVISION
L'L_Hly
TO CITY
METER STACKED METER SECTION 6" MIN. FREE
BOXES DRAINING GRAVEL
NOTES:
1. ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION
ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON
DEPARTMENT OF HEALTH.
2, THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION
OF THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE
DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN.
3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL
INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST
REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT, ATTN: WATER
UTILITY CROSS -CONNECTION CONTROL SPECIALIST, FAX NO. 425-430-7241.
4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE
WATER METER.
Y
GT ° 34" TO 2" DOUBLE CHECK VALVE STD. PLAN - 340.8
a + PUBLIC WORKS ASSEMBLY FOR IRRIGATION OR
f- DEPARTMENT RESIDENTIAL FIRE SPRINKLER
�NTp MARCH 2O10
-EX. SEWER MAIN
},
PROPERTY LINE
---SPOOL (LENGTH AS NEEDED)
Z
a
(
I
6" SEWER STUBE
;;,
FUTURE 4" SIDE SEWER
2"x 4" STUD MARKING POST PAINTED
SEWER MAIN TEE X 6" TEE
I
6" CAP J WHITE WITH THE WORD 'SEWER" STENCILED
IN 3" HIGH BLACK LETTERS AND #6 WIRE
w I
WRAPPED AROUND THE STUD AND
7
EXTENDED TO THE TOP OF THE STUD.
try � COUPLING (TYP.)
a
3
0I
II
6"X5"X5" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
_ (
(EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR
O '
APPROVED EQUAL, SPECIFY "SEWER" ON LID),
(SEE STD. PLAN 403.1 FOR INSTALLATION)
rT -_
--------------------------
LJ
JM EAGLE THREADED CLEAN -OUT ADAPTER HUB
---
BEND AS
&PLUG (OR APPROVED EQUAL)
REQUIRED
EXISTING SANITARY
SEWER MAIN -2.0% MIN. SLOPE
\
` FUTURE 4" SIDE SEWER oa
SEWER STUB 6"X5"X6" WYE FUTURE 6"x 4" REDUCER
`SEWER MAIN SIZE X 6" TEE
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN j4
s�1 I
A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
8, CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
C. PVC k C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE
(OR APPROVED EQUAL).
D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR TIE_ STRUCTURE
SHALL BE CORE -DRILLED.
boos
3000 PSI MIX /ph
CONCRETE -� i P O�K�NG
BLOCKING �!� 45
MAN
__--____2X MIN SLOPE
6" TEE HORIZONTAL
6" MIN. SEWER SEWER MAIN
MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN BETWEEN 25' AND 45' TYPICAL SIDE SEWER
NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5'
LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. +V
STANDARD SIDE SEWER STD. PLAN -406.1
.o PUBLIC WORKS APPR VED:
��� DEPARTMENT INSTALLATION O
(SEWER MAIN TO PROPERTY LINE) DAT
08Q 18 2017 SURVEYED_
OU 29 2017 DESIGNED:
11 15 2017 TTG
DRAWN:
TTG
CHECKED:
MJE
BY DATE APPR APPROVED
4" FL.xP.E. DUCTILE IRON CLASS 52 CEMENT LINED
PIPE WITH COLLAR 18" FROM P.E. AS SUPPLIED BY
PACIFIC WATER WORKS SUPPLY CO INC.
PRIVATE CITY
PIPING PIPING 12
3'-4" '] [�
Z LONG 7 -L
a TEE (MJ x FL)
GATE VALVE �..
(FL x MS) -4" 12
� 2'
4,_8„ o
O
THE BY-PASS ASSEMBLY SHALL BE INCLUDED AS PART OF THE
DETECTOR AS PART OF THE DOUBLE CHECK VALVE ASSEMBLY.
TOUCH READ PIT LID SENSOR
MOUNTED ON STEEL PLATE
COVER THROUGH 2" DIA.
DRILLED HOLE IN COVER.
INSTALL EPDXY NON -SHRINK GROUT
4" DUCTILE IRON CLASS 53 P.E.xP. E. PIPE,
CEMENT LINED, LENGTH TO FIT.
DEADMAN BLOCK REQUIRED
TO BUILDING
bJ CONCRETE BLOCKING 12" ALL AROUND 4" GATE VALVE (MJ) WITH INDICATOR POST.
INDICATOR POST VALVE SAME SIZE AS DOUBLE
CHECK VALVE, PAINTED RED.
4" FLANGED COUPLING ADAPTER EQUAL TO
ROMAC.
ALL DETECTOR DOUBLE CHECK VALVE ASSEMBLIES
SHALL INCLUDE RESILIENT SEATED SHUTOFF DOUBLE CHECK VALVE ASSEMBLY INCLUDES TWO
VALVES AND TEST COCKS AND CAPS. AND RESILIENT SEATED SHUTOFF VALVES.
APPROVED CROSS -CONNECTION CONTROL
ASSEMBLIES PER D.S.H.S. LATEST APPROVED LIST. PLAN
TOUCH READ PIT LID SENSOR
U UPRECAST CONCRETE VAULT WITH 2
- 3'x3' HINGED
MOUNTED ON STEEL PLATE
STEEL PLATE COVER. DIMENSION 4'-8"
x 7'-0" x 7'-0"
COVER THROUGH 2" DIA.
UTILITY VAULT CO. 577-LA OR EQUAL.
GALVANIZED
STEEL LADDER
DRILLED HOLE IN COVER.
r3'
I
k_,TTO48"
INSTALL EPDXY
q•_3"
NON -SHRINK GROUT
(TYP.)
2"
41
�12„
2 _9_L'
7.
CONCRETE SUPPORT
PADS OR ADJUSTABLE
PIPE SUPPORTS.
ELEVATION
NOTE:
6" MIN. DRAIN TO
DAYLIGHT OR STORM
DRAIN SYSTEM
INSTALL GALVANIZED LADDER FOR ACCESS.
AFTER FIELD INSTALLATION, MAIN DDCVA AND BY-PASS
COMPACTED FOUNDATION
DCVA MUST BE TESTED SATISFACTORILY BY A DEPT. OF
GR_AyEL
HEALTH CERTIFIED BACKFLOW ASSEMBLY TESTER. TEST
REPORT TO BE SUBMITTED TO CITY OF RENTON WATER
UTILITY ENGINEERING DEPT.
PRIOR TO ACTIVATION OF NEW LINE. INSTALL.. Y4" FLAR,E..
TEST COCKS WITH Ya' FLARE CAPS,
�Y
PUBLIC WORKS 4" DDCV ASSEMBLY WITHOUT STD' PLAN - 360.3
DEPARTMENT STANDPIPE OUTSIDE INSTALLATION
MARCH 2O10
2 1 MAX. SLOPE
_ ICI
i _
-III III
I I I-1 I I-1 I I- I I I
3 LEVEL BOTTOM
11 1' MIN. _
2' MIN.
SWALE SPACING DEPENDS ON SLOPE GRADIENT
NOTES
1. CONDITION OF USE
1.1. REQUIRED AT:
1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3HAV AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF.
1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELLOW.
2. DESIGN AND INSTALLATION SPECIFICATIONS
` FOR SLOPES STEEPER THAN 2H:1V WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER
SPACED INTERCEPTOR SWALES MAY BE USED. THE DESIRE MEASURE MOST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY
INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP.
'2.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED.
3. MAINTENANCE STANDARDS
3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY.
3.2. IF THE FACILITY DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE SWALES SHALL BE
INCREASED.
��Y O STD. PLAN - 217.10
.�j PUBLIC WORKS INTERCEPTOR SWALE
DEPARTMENT
MARCH 2O08
SCALE:
VERTICAL: NAVD 1988
1 " = 10, HORIZONTAL: NAD 1983/1991
ONE INCH DATU M
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
AVERAGE SLOPE
SLOPE PERCENT
FLOWPATH LENGTH
20H:1V
3-8%
300 FEET
(10 T020)H:1V
8-10%
200 FEET
(4T010)H:1V
10-25%
100 FEET
(2T04)H:1V
25-SO%
SOfEET
CALL 48 HOURS
BEFORE YOU DIG!
811
CITY OF
RENTON
Planning/Building/Public Works Dept.
T,
S
Q
D
J
0
S-395503 W-395505 R-395513 �
IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0
RENTON COMMONS LLC
215 WHITWORTH AVE S, RENTON, WA 98057
COR STD DETAILS
m
Cn
Z
O
5
2
O
U
z
O
DATE:
11/15/2017
FIELDBOOK:
PAGE:
1
DRAWING NO:
C7.5
,z
Ir
SHEET: 1 4 OF: 15