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PRIVATE DDCV4 8- MINIMUM (SEk CITY LEGEND:
STANDARD DETAIL B-100). FINA L S OF
DDCV4 TO BE DETERMINED BY 7 I <
FIRE CATCH BASIN, TYPE I
,
SPRINKLER DESIGNER >
/' (i) CATCH BASIN, TYPE 2
PIV 1_8` GATE VALVE (MJxMi)--�
STORM CLEANOUT
< STORM DRAIN LINE
WATER QUALITY VAULT
SERVICE PER, N
2' WATER MINIMUM (SEE CITY
RENTON S7D,-' STA. 12+7Z90, 45.5'L PRI VA TE D6 C VA SANITARY SEWER CLEANOUT
S TA. 11+55:45, 12.10'R-\ SERVICE PER DETAIL B��070 11, 8" Mi PLUG
I-16"Xr TEE (FL) RENTON STD. -THRUST BLOCK STANDARD DETAIL 0-100). FINAL SIZE OF SANITARY SEWER MANHOLE
Z -GATE VALVE (FLxMJ) DETAIL B-IOZI DDCVA TO BE DETERMINED BY FIRE GREASE INTERCEPTOR
2-10* SPRINKLER DESIGNER.
ti 1-8, CATS VALVE (FLxMJ) I )
P/ WATER VALVE
1-THRUST BLOCK FDC -STA -113+15;60, 17.40'L
"I FDC WATER METER
k (b 1-8' .45' BEN6'(MJ)
j -4 1- IHRUSrtBLOCK
lJl FIRE HYDRANT
\��R T�Hl 0 TH PLACE 21 I-L WATER POST INDICATOR VALVE W1 BLOWOFF
0 1 0.88 (SEE CITY STD an POST INDICATOR VALVE W1 CAP
RiLF SS DETAILB107.2) A RE DEPT CONNECTION
_�:�STA13+31,35, 14.15' L
FIRE S x.85% 12-�OO 1-10 45- BEND DOUBLE CHECK VALVE
60LF 1- THRUST BLOCK
REDUCER
112 LF 10-01 CL 52 - - - - - - - - WATER LINE EASEMENT
00 ROW
52 w�o i-u a 142 LF 101D.I.
- - - - - - - - - - - - - - -C&-52-
L 41 CL 52 UTILITY TRENCH
STA 11+1229, 8.92
RIM 29.18
L
INVERT-OUT 16.27 SW - STA-1,5.+Z95 5. 5'L
3�- . -NE SE --b
INVERT IN 16 j� 2' WATER PIV
1-10'x8" IiE
161�1 All. PER - FLxMJ ADAPTOR,
,b, 1-10 Fp 0. RENTON SID. 2-10- GATE VALVES (F4MJ)
B,IOZ NOTES.
gill DETAIL. STA 1-8" GATE VALVE (FLxM))
TA 11+16.36 2777 R 1+71.32, 5.63 L
1-1HRUST BLOCK
G RIM 29.79 (N 10TH PL)
x5- INVERT 18.75 1. GREASE INTERCEPTORS AND GREASE TRAPS
1 STA 0+84.88, 14.98 L (N)
RIM 28 61
5'R WILL BE INSTALLED BY EACH TENANT UNDER
.01" STA. 11+1245, j
Pit G & BLOC G & CONNECT TO,42' STUB INVERT IN 18.76 E, N STA. 13+08.5, 8.4• R
STA. 12+76.30, 26.90' R
INVERT OUT 18.68 W
SH CITY-z' TON IMPROVEMENT PLANS SEPARATE PERMITS AT A LATER DATE AND
- - I-I . . I I 1 1-10" 45' BEND (MJ) 0
1 -12 °x10° REPUCER (MJ) CO 1-8" AM PLUG 1-THRUST BLOCK SHALL BE SIZED ACCORDING TO UPC GUIDELINES.
r.,10 I-THRUST BLOCK
1-10 SLEEVE ST 11+1714 3388 R 2' WATER
1-10" �POOL (MJ) RIM 29.92 'SERVICE PER
2. CONTRACTOR TO VERIFY INVERT ELEVATIONS
1 10, CAL CROSS (FLxMJ) INVERT 19.00. S3SMH#4 RENTON SID.
STA 12+49.05, 17.27 L -IOZI
CITY S CONNE6601DETA B-116) 17.27 L DETAIL'B OF EXIS77NG STUBS BEFORE CONSTRUCTION
D FLxMJ) RIM 29.02 R I-)
INVERT IN 19.59 N. STA. 12+71.40, 15.00' BEGINS.
1-THRUS CK S TA. 12+77.25,-17(-50' L
INVERT OUT 19.49, W 1 -FIRE HYDRANT ASSEMBLY 7
1-10' GATE VALVE NJ) 1-8- TEE (k)- -
1-8" F7xMJ ADAPTOR 3. ALL ON-SITE SEWER WILL BE PRIVATELY
278- GATE VALVES (FExW) OWNED AND MAINTAINED.
1-7HRUST BLOCK
WATER & SANITARY SEWER #1 PLAN
SCALE., 1"-- 20' C6.1 I
----------------- - - - --
---
u
lu�l ------
SCALE
U no
0 10 20 40
C-4
--- --- --- 40
( FEET
40 - ------ - ------
rn
I INCH = 20 FT
N
to
t6�-
PROFILE SCALE.
HORIZ. 1"=20'
16 r
C4
PROPOSED SURFACE ALONG f VERT. 1"-5'
OF N 107H PLACE
30 30
F
n
I-STA: 114,-74.5 >1� Pz STA'.12+76 STA: 13+19 L A..
g OT 1 2" WATER SERWCE SERWCE 16" STORM D?AIN
B" FIRE
PIPE
12" IN.
F
10"I CL I !STA: 11+12.45 93 41151
STA: 11+55.,ft 10 D.I. CL 52
CONNECT TO EXIS71NG
1112! WATER AIVB i 10"x8* TEE STA: 13+31.35 0' AL
-8
--W-GA GATE VALVE VF- 45' --
20 ° - -- -- 20
SS 030%. 0 1 STA: I3 +02. BEND
I EXISTING StUB 60LF STA: 12+71.40 2" WATER SERVICE
10"X8" TEE STA: 13+15.80
'
4 FIRE SERVICE STA: 13+08,5, lO x8* TEE
45' HORIZ 10- GATE V4' VE Checked for Compliance to City Standards
10 GATE VALVE �,
_E=16 BEND -
Juoti
WATER ER & SANITARY SEWER #2 PROFILE,,
SCALE.- HORIZONTAL 1" 20'
VERTICAL 1'f=5'
- - ----------- --------- - - ------------------------ --- - --------- ------
11+00 11+50 12+00 12+50 13+00 13+50 14+00 15+00
3350 Monte Villa Parkwa
y
Bothell, Washington 98021-897Z THE LANDING 1"=20' A M, CITY OF THE LANDING
HCS
AN RENTON HARVEST PARTNERS
vna
(425)951-4800
(425)951-4600
.- HCS
SRS
ONE NCII
WATER & SEWER PLAN & PROFILE
1 Planning/Building/Public Works Dept.
a,hp-111cco.
Engineers • Surveyors • Landscape Architects
REVISION
BY DATE APPR iavnoveJwIE
LOT 1A
•
SCANNED joy ttm
ROLL
2,01i
FK
420
LEGEND:
N CATCH BASIN, TYPE 1
0 CATCH BASIN, TYPE 2
STORM CLEANOUT
a STORM DRAIN LINE
Ewl WATER QUALITY VAULT
40 SANITARY SEWER CLEANOUT
• SANITARY SEWER MANHOLE
s e GREASE INTERCEPTOR
H WATER VALVE
® WATER METER
A FIRE HYDRANT
.• POST INDICATOR VALVE W/ BLOWOFF
POST INDICATOR VALVE W/ CAP
30 A FIRE DEPT CONNECTION
DOUBLE CHECK VALVE
REDUCER
- - - - -- WATER. LINE EASEMENT
- - ROW
UTILITY TRENCH
20
NOTES:
1. GREASE INTERCEPTORS AND GREASE TRAPS
WILL BE INSTALLED BY EACH TENANT UNDER
SEPARATE PERMITS AT A LATER DATE AND
SHALL BE SIZED ACCORDING TO UPC GUIDELINES.
2:. CONTRACTOR TO VERIFY INVERT ELEVATIONS
1 -,2 WW,6A - acE 1 12 xi0 REDUCER (MJ) OF EXISTING STUBS BEFORE CONSTRUCTION
(- SEE'GITY STD ` STA. 15 +22.7, 37' L10" GATE VALVE (MJ J) BEGINS.
DETAIL B107.2) i 1 -10' 225' BERT. BEND (MJ) 1 -10 "� FIRE LINE #1 PROFILE 3
1- THRUST BLOCK 1 -10" SPOOL (MJ) T SCALE: HORIZONTAL 1 20' C6.2
_ 3: ALL ON -SITE SEWER WILL BE PRIVATELY
STA. 15 +1330, 3345' R 1 -10" VERBCAL CRO (FLxMJ VERTICAL 1'_ 5' ,
1 -8" MJ. PLUG t.L,.% (SEE CITY TD. CO - EC71ON DETAIL - 116).- - -
1- THRUST BLOCK ' �i OWNED AND MAINTAINED:
% ��
X i
WATER &SANITARY SEWER #1 PLAN 1 i _ _..- - - ----- -- - - - - -- -- -
SCALE: 1 "_ 20' C6_2 ( - -- - -
- - -- ---- ------ 1. - - - --
R I , 40 ------ r Z -- - - -- - - 40 SCALE
ci 0 10 20 40
40 - I _ _ -_� ._ _ I� - - -- -- - -- 40
- - '' -- -- - -- - -- - - -� ----------- ---- � J I (FEET
- )
�) 1 INCH = 20 FT
Pf OPOSED GRADE
0 -PIPE q
gg
1 - -- i - -- - -- - - - - -- �- - - = - -- I PROFILE SCALE
EXISTING SURFACE 30 -- - - ' -- - - - - -- -- 30 5 -
crv�ce
PROPOSED SURFACE ALONG � � � �_-_ HORIZ' 1 » ZO'
OF N LOTH PLACE i VERT.' 1 " =5'
30 -- -- - -- -
- 30 FIFE ORM DRAIN
---- 3TA15 +Y1.8 - -- - - - - -- - - - - - I - -_- { 8 CROS�� IE =21.
8' fTRE SERVICE I T - - '- - - - - 1 - -- o - - °-
� I 12 -8" GATE VALVE 8 DI v- v - -- -- ---- � A. r+o
STA: 15 +26.2 CL ti s yrN
STA: 15 +70.5
Q 225' STA. 15 +47 z I a
AIR VAC. ASSEMBLY i. / 6" MIN. CLR q
VERTICAL___ - ._2= ATER -o -- - -- -i 6" MIN. CLR 12" MIN. CUR. " MIN. CLR
o - ®-HIGH "POINT --__. _
U BEND i SER CE { .r v i OAM W/FOAM
10 . D.I. CL 52 - - W/FOAM - -
20 20 �I
° MIN. CLR. � I I ( �- - - - -- 24" STORM DRAIN to cd•
STA: 15 +43 I ! 10" WATER LIE PIPE pX"
20 .._STA 14 +78.6--- - --__ -. _ --- . _ - -__ -- -_. 6" MIN. -_ 2 TER _6 MIN CLR - -- - - - -- - - - - -- -` 20 i 12 RAIN LE DER IE =20.75 0 - Z. •01
10 x8" TEE CLR SER CE' - W/FOAM - STAN 16 +14.90 IE =2102
10" GATE VALVE ( W/FOAM CONNECT TO EXISTING - i__ - - -_ -.
f
STA: 15 +06.45 I 12° WATER STUB - - -- 4 -- - - - - - --- -- -- --
i
10'x8' TEE STA: 15 +19.9 ! STA: 13 +19 STA: 15 +70.5
FIRE SERVICE 2i WATER SERVICE 12" STORM DRAIN 24" STORM DRAIN I Checked for Compliance to City Standards
-- - -` --
10" GATE VALVE -STA: 15 ±22.7 :'
f 225' VERTICAL IE =24.54 IE =20.85 �P,QnILL (!Iftw
I BEND I ) 1 ------ �
WATER & SANITARY SEWER #2 PROFILE 2' - - _ - - -- -`I
I �
SCALE: HORIZONTAL .1 "= 20'
VERTICAL 1' 5', - - - ,. FIRE LINE #2 PROFILE 4
;_. - - -- -- -- - -- - - - - -- - -- -- i - - - - - -V --A- - -- -.._ - 1- - - - - -i - ---- -.�' -- - - - - -- - - -' SCALE: HORIZONTAL 1 "= 20'
14 +50 15 +00 15 +50 16 +00 16 +50 i7 +00 VERTICAL 1"= 5'
3350 Monte Villa Parkwa THE LANDING � - 1 " =20'- wax. n.p �% THE LANDING
Bothell, Washington 98021 -8972 '•� +"' +"•'�•�� °�M� ""11p'� a CITY OF 06f15�07
0o cnae
RENTON HARVEST PARTNERS o
(426)951 -4800 HCS - - WATER & SEWER PLAN & PROFILE
(426)961 -4806 _ _ w[cxm `ri vui. scuE
Apeclfiaoom _ , „o, =caa. Planning /Building /Public Works Dept. LOT 1A
01 . Engin- • surveyors • ienaeoepe Ar hleeots N0. REVISION BY DATE APPR 'p°0E°' s` ""C0R01NCY
JAHNININ
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ra 421
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!
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DDCVA 8" MINIMUM SEE CANDARD
(
DETAIL B -100). FINAL SIZE OF1ODCVA TO
2 -2" WA;EER SERVICES` . - -
(SEE LYIY. STD '- USIA. 16+) #5 234' L
J) _
/
_
- I
Z
BE DETERMINED BY FIRE SPRINKLER
DESIGNER
DETAIL B107.2) 1 -8 MJ PLUG
`L.
Q �4
O 1.
Q
-
-
f� 1- THRUSLBLOCK
STA. 15 +1244 26.45 -L- f
2
J
STA. 14 +804 1835 L
1 -6" BEND
-
1 -8" MJ PLUG i� STA. 16 +09.8, 18.45'`_
1- THRUST BLOCK 1 -8" 45' BIND (RJ)
- PIV
FDC -
1- THRUST BLOCK
UST BLOCK K
V
W
_
PIV
FDC
l
7
- - - - - - - -
-
31 LF '01 , qL 52
FIRE NE
-
52 72
. LF 8'D.7. CL 52
° 36LF 8" SS: 2.
- /
29
_ [F1
- - - D.I. CL 52 15+ +00
.�
_ -_ _
a
- - - _- -
/
17 0017,
-
STA. -14 +75 0. L - I
1- 10 "x8" 1EE(FC)
-188 tF R)' 52
- /n� u
-I V�j l P
1 -10" FLxMJ ADAPTOR Q§ 2
1 -10" GATE VALVE (FLxMJ) I-
'
--- --
m
45' BEND (FL) I
N.
I STA. 15 +1250, 18.15' L
1 -8" CROSS
vA, L'DE (FL J)
1- THRUST B5 CK L
'
1 -8' FLxk At7 T
STA. 15 +84.7, :14.5' R
/
-
STA. 15+06.A 15.75' R
3-8" GATE VALYES_(F_LAJ)J
j
1 72 AIR VAC ASSY.
1- FIRE _HMR4NT ASSEMBLY PIV
1 -10° G 7"ALVE (FLrMJ
STA. 15+26.$ 32' L
TA. 16 +14 90 6.80'
REMOVE EXIST PLUG
R
& 8L0?Xw & CONNEC TO
1 -10" FLxMJ AD,
1 -10" 225' VERT. BEND (MJ)
FOC 1- THRUST BLOCK
w 1p° STUB AS SHOWN ON CITY 0 RENTON
I PROVEMENT PLANS 14 +50
LEGEND:
N CATCH BASIN, TYPE 1
0 CATCH BASIN, TYPE 2
STORM CLEANOUT
a STORM DRAIN LINE
Ewl WATER QUALITY VAULT
40 SANITARY SEWER CLEANOUT
• SANITARY SEWER MANHOLE
s e GREASE INTERCEPTOR
H WATER VALVE
® WATER METER
A FIRE HYDRANT
.• POST INDICATOR VALVE W/ BLOWOFF
POST INDICATOR VALVE W/ CAP
30 A FIRE DEPT CONNECTION
DOUBLE CHECK VALVE
REDUCER
- - - - -- WATER. LINE EASEMENT
- - ROW
UTILITY TRENCH
20
NOTES:
1. GREASE INTERCEPTORS AND GREASE TRAPS
WILL BE INSTALLED BY EACH TENANT UNDER
SEPARATE PERMITS AT A LATER DATE AND
SHALL BE SIZED ACCORDING TO UPC GUIDELINES.
2:. CONTRACTOR TO VERIFY INVERT ELEVATIONS
1 -,2 WW,6A - acE 1 12 xi0 REDUCER (MJ) OF EXISTING STUBS BEFORE CONSTRUCTION
(- SEE'GITY STD ` STA. 15 +22.7, 37' L10" GATE VALVE (MJ J) BEGINS.
DETAIL B107.2) i 1 -10' 225' BERT. BEND (MJ) 1 -10 "� FIRE LINE #1 PROFILE 3
1- THRUST BLOCK 1 -10" SPOOL (MJ) T SCALE: HORIZONTAL 1 20' C6.2
_ 3: ALL ON -SITE SEWER WILL BE PRIVATELY
STA. 15 +1330, 3345' R 1 -10" VERBCAL CRO (FLxMJ VERTICAL 1'_ 5' ,
1 -8" MJ. PLUG t.L,.% (SEE CITY TD. CO - EC71ON DETAIL - 116).- - -
1- THRUST BLOCK ' �i OWNED AND MAINTAINED:
% ��
X i
WATER &SANITARY SEWER #1 PLAN 1 i _ _..- - - ----- -- - - - - -- -- -
SCALE: 1 "_ 20' C6_2 ( - -- - -
- - -- ---- ------ 1. - - - --
R I , 40 ------ r Z -- - - -- - - 40 SCALE
ci 0 10 20 40
40 - I _ _ -_� ._ _ I� - - -- -- - -- 40
- - '' -- -- - -- - -- - - -� ----------- ---- � J I (FEET
- )
�) 1 INCH = 20 FT
Pf OPOSED GRADE
0 -PIPE q
gg
1 - -- i - -- - -- - - - - -- �- - - = - -- I PROFILE SCALE
EXISTING SURFACE 30 -- - - ' -- - - - - -- -- 30 5 -
crv�ce
PROPOSED SURFACE ALONG � � � �_-_ HORIZ' 1 » ZO'
OF N LOTH PLACE i VERT.' 1 " =5'
30 -- -- - -- -
- 30 FIFE ORM DRAIN
---- 3TA15 +Y1.8 - -- - - - - -- - - - - - I - -_- { 8 CROS�� IE =21.
8' fTRE SERVICE I T - - '- - - - - 1 - -- o - - °-
� I 12 -8" GATE VALVE 8 DI v- v - -- -- ---- � A. r+o
STA: 15 +26.2 CL ti s yrN
STA: 15 +70.5
Q 225' STA. 15 +47 z I a
AIR VAC. ASSEMBLY i. / 6" MIN. CLR q
VERTICAL___ - ._2= ATER -o -- - -- -i 6" MIN. CLR 12" MIN. CUR. " MIN. CLR
o - ®-HIGH "POINT --__. _
U BEND i SER CE { .r v i OAM W/FOAM
10 . D.I. CL 52 - - W/FOAM - -
20 20 �I
° MIN. CLR. � I I ( �- - - - -- 24" STORM DRAIN to cd•
STA: 15 +43 I ! 10" WATER LIE PIPE pX"
20 .._STA 14 +78.6--- - --__ -. _ --- . _ - -__ -- -_. 6" MIN. -_ 2 TER _6 MIN CLR - -- - - - -- - - - - -- -` 20 i 12 RAIN LE DER IE =20.75 0 - Z. •01
10 x8" TEE CLR SER CE' - W/FOAM - STAN 16 +14.90 IE =2102
10" GATE VALVE ( W/FOAM CONNECT TO EXISTING - i__ - - -_ -.
f
STA: 15 +06.45 I 12° WATER STUB - - -- 4 -- - - - - - --- -- -- --
i
10'x8' TEE STA: 15 +19.9 ! STA: 13 +19 STA: 15 +70.5
FIRE SERVICE 2i WATER SERVICE 12" STORM DRAIN 24" STORM DRAIN I Checked for Compliance to City Standards
-- - -` --
10" GATE VALVE -STA: 15 ±22.7 :'
f 225' VERTICAL IE =24.54 IE =20.85 �P,QnILL (!Iftw
I BEND I ) 1 ------ �
WATER & SANITARY SEWER #2 PROFILE 2' - - _ - - -- -`I
I �
SCALE: HORIZONTAL .1 "= 20'
VERTICAL 1' 5', - - - ,. FIRE LINE #2 PROFILE 4
;_. - - -- -- -- - -- - - - - -- - -- -- i - - - - - -V --A- - -- -.._ - 1- - - - - -i - ---- -.�' -- - - - - -- - - -' SCALE: HORIZONTAL 1 "= 20'
14 +50 15 +00 15 +50 16 +00 16 +50 i7 +00 VERTICAL 1"= 5'
3350 Monte Villa Parkwa THE LANDING � - 1 " =20'- wax. n.p �% THE LANDING
Bothell, Washington 98021 -8972 '•� +"' +"•'�•�� °�M� ""11p'� a CITY OF 06f15�07
0o cnae
RENTON HARVEST PARTNERS o
(426)951 -4800 HCS - - WATER & SEWER PLAN & PROFILE
(426)961 -4806 _ _ w[cxm `ri vui. scuE
Apeclfiaoom _ , „o, =caa. Planning /Building /Public Works Dept. LOT 1A
01 . Engin- • surveyors • ienaeoepe Ar hleeots N0. REVISION BY DATE APPR 'p°0E°' s` ""C0R01NCY
JAHNININ
M"." 0
ra 421
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5 33e'eo3CY�A*+) �N119�U7
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(426)861 -4806
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SCALE. HORIZONTAL 1"=20' C6.5
VERTICAL 1"=5'
SCALE. HORIZONTAL 1"=20'
VERTICAL 1"= 5'
----
3350 Monte Villa Parkway.
r Bothell, Washington 98021 -8972
(425)051 -4800
THE LANDING
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SANITARY SEWER NOTES AND SPECIFICATIONS (CITY OF RENTON STANDARDSZ
AB,
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1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY
E'
48"
DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS.
5 °MIN
24" MIN.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION"
54"
8" MIN.
PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON
1 24" MIN.
24" I.D.
60"
8" MIN.
6" Mi q7
MANHOLE FRAME AND COVER
STANDARD SPECIFICATIONS.
z° <
6"
957 OF MAXIMUM
4 "L4
OJ
CAST IRON RING AND COVER P`' PIPE MATERIAL AS SPECIFIED
G BY THE ENGINEER
.I
SEE CITY OF RENTON STD. BR29
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
MAX
24'
=
ADJUSTMENT (4" MIN.)
VERIFY THE TRUE AND CORRECT LOCATION SD AS TO AVOID DAMAGE OR DISTURBANCE
..DRY DENSITY PER
12" .
-
4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF
6"
CONE
WORKERS AND OTHERS ON THE CONSTRUCTION SITE
'D'
5 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO
SEE PIPE BEDDING
DETAIL
+
RUBBER GASKETED JOINTS
ANY CONSTRUCTION.
p
N
IN ACCORDANCE WITH ASTM C -443
6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER. PLANS
Ld
a
FOUNDA7ION
A0'
7 A COPY OF THESE APPROVED PLANS MUST BE ON 7HE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
- -
STEPS -. 3/4" DEFORMED BAR
*W MAXI {
NOTE: SHORING SHALL COMPLY
WITH THE REQUIREMENTS OF
STEPS SHALL BE INCLUDED
8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH
-
*W MAX = 1.5 X PIPE I.D. t 18" MIN.
6-1/2
FOR PIPE I.D. > 18 "I.D.
STANDARD SPECIFICATIONS
HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
TRENCH DETAIL
SCALE: N.T.S.
CONCRETE RISER BY PIPE INC.,
9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES,
MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED
7 MIN.
p'
OR APPROVED EQUAL.
LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO
COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED
+
ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS
MAX. PIPE SIZE - 'E'
LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX'
12" (TYP)
PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
LADDER -STD. ALUMINUM
11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD.
MORTAR
OR GALVANIZED STEEL
12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF 774E
FILLET
CONCRETE SHELF
DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION.
t
13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF
1 %
PRECAST BASE SECTION
THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE
OR CAST IN SHELF.
NECESSARY LEVELING: OF THE .TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND
COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE
SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE
.B,
>
48" MH
> n ..
PIPE
PIPE
o:
°MIN.
54 MH
60" MH
14. SANITARY SEWER SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON
CLASS 50:
6" (TYP)
NOTES
1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS
ARE INSTALLED.
3. CASTING TO BE PER CITY OF RETON STD. BR29.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST
CONCRETE.
5. ALL JOINTS SHALL BE GROUTED.
6, SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR
SURFACES, INCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
WASSER MC- CONSEAL OR APPROVED EQUAL;
COLOR OF COATING SHALL BE WHITE.
7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE
WITH ASTM C -443.
8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE.
9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL.
,A,
AB,
,0,
D':
E'
48"
6" MIN.
5 °MIN
24" MIN.
21" I.D.
54"
8" MIN.
5.5" MIN.
1 24" MIN.
24" I.D.
60"
8" MIN.
6" Mi q7
42" MIN,
30" I.D.
15. IN UNIMPROVED AREAS MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED
AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
SANITARY SEWER MANHOLE TYP DETAIL 1
3350 Monte Villa Parkway
Bothell, Washington 96021 -8972
(426)951 -4800
(425)951 -4808
hpaOifiO.00U,
A.,,! o.\u,..,...,.! D... 1..... .. \!1Z'JSZf \I,...,.,... \n.•.... ...... \E.:I \I..! n rn.. \"[nc zc no[' I„ �.....
SCALE: N.T.S. ( RENTON DETAIL B 071) C9 "0
NEW A. C. PAVEMENT
RECESSED
UFT POCKET
I
11 N C. SOCKET HD 2,0.1
P III �Fx„ SCREW i Y' LONG -
U
3
CONCRE
IJ ((77 (BRONZE OR S.S.) CLA55
�-
V-0"
J. COMPACT BEDDING MATERIAL TO 95% MAXIMUM
PER ASTM D1557
TQ'� 2" RAISED PADS
I_ FIBER JOINT WATER TIGHT
1'MIN.
TAMP ONLY.
PACKING PLUG
-1144✓
16' 45' (1/8) BEND
3" A.C. CLASS B
1 2"
BE THE MAXIMUM TRENCH WIDTH..
PIPE BEDDING DETAIL
( 3'1
z° <
• a
957 OF MAXIMUM
4 "L4
OJ
CAST IRON RING AND COVER P`' PIPE MATERIAL AS SPECIFIED
G BY THE ENGINEER
.I
PLUG TO BE SEALED AS
- - -- MAIN SEWERNJOINTS.
SANITARY CLEANOUT DETAIL
SCALE: N.T.S 69- 0)
AS7M D1557
927 OF MAXIMUM
1. S' C_EANOUTS SHALL BE EASE JORDAN IRON WOPRS, IN-
N%3 -
698 OR EQUAL CLEAN OUT SHALL BE A WATER TBHT ASSELIBLY. 8 OR 6 INCH CLEANOUT
Z. IN NIMPROVED AREAS, POUR A 1' -0" DUCK, 2' -D" -ARE
N�SRETE CLA55 PAD AROUND TIE RINC AND COYER
DWAxa, RESTORE AROUND CLEANOUT PoND ANO ALDOPTED
N ICOW NEOUIRED BY STANDARD BETAL DRA WG BR36. QITy Dp RGNTON
�ATa: 03 /2005
OAiE REVISION - BY gpPR DWG: NAME: 8076 -1 SP PAGE: 8076.1
..DRY DENSITY PER
3350 Monte Villa Parkway
Bothell, Washington 96021 -8972
(426)951 -4800
(425)951 -4808
hpaOifiO.00U,
A.,,! o.\u,..,...,.! D... 1..... .. \!1Z'JSZf \I,...,.,... \n.•.... ...... \E.:I \I..! n rn.. \"[nc zc no[' I„ �.....
SCALE: N.T.S. ( RENTON DETAIL B 071) C9 "0
NEW A. C. PAVEMENT
c=i
U
3
3 6 -112" MIN. CSBC
959' OF MAX. DRY DENSITY
J. COMPACT BEDDING MATERIAL TO 95% MAXIMUM
PER ASTM D1557
DENSITY EXCEPT DIRECTLY OVER PIPE. HAND
1'MIN.
TAMP ONLY.
1'MIN.
3" A.C. CLASS B
CALCULA77ON OF TRENCH WIDTH, WHICH SHALL
BE THE MAXIMUM TRENCH WIDTH..
PIPE BEDDING DETAIL
( 3'1
• a
957 OF MAXIMUM
4' MIN.
DRY DENSITY PER
AS7M D1557
927 OF MAXIMUM
b..A ?
..DRY DENSITY PER
ASTM D1557
R'y
6"
MIN
PIPE
SEE PIPE BEDDING
DETAIL
+
O D
p
N
Ld
a
FOUNDA7ION
LEVEL
Imo.
*W MAXI {
NOTE: SHORING SHALL COMPLY
WITH THE REQUIREMENTS OF
SECTION 7-08.3(1)B "SHORING"
*W MAX = 1.5 X PIPE I.D. t 18" MIN.
OF THE 2002 WSDOT /APWA
FOR PIPE I.D. > 18 "I.D.
STANDARD SPECIFICATIONS
FOR 27" PIPE I.D., W MAX = 4' -10"
TRENCH DETAIL
SCALE: N.T.S.
C
THE LANDING
R 0
REVISION
SY ME'BB: scAIE:
xU.. x HI./
NTS HUH
HCS
DRAWN: HCS AIONRINOx
ONECxm, DATUM
SRS IF NOT ONE PcH
R jWM : sUUE - OROINGLY
DETECTABLE ALTERNATE
MARKING TAPE VERTICAL TRENCH
W
ALTERNATE
�f -LAID -BACK
TRENCH
6" MIN
2
+ I O.D. N
a
a
FOUNDATION 4" MIN.
LEVEL
BEDDING MATERIAL
FLEXIBLE PIPE
NOTES: "
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
5. REFER TO STANDARD SPECIFICATIONS FOR
2 HAND TAMP UNDER HAUNCHES.
FOUNDATION, BEDDING AND BACKFILL
J. COMPACT BEDDING MATERIAL TO 95% MAXIMUM
MATERIAL REQUIREMENTS.
DENSITY EXCEPT DIRECTLY OVER PIPE. HAND
6. COMPLY WITH ALL SAFETY ORDERS RELATING
TAMP ONLY.
TO TRENCH CONSTRUCTION.
4. REFER TO STANDARD SPECIFICATIONS FOR
CALCULA77ON OF TRENCH WIDTH, WHICH SHALL
BE THE MAXIMUM TRENCH WIDTH..
PIPE BEDDING DETAIL
( 3'1
SCALE. N.T.S. �
Checked for Compliance to City Standards
EXPIRES � �.Q
CITY OF THE LANDING D06/15/07
RENTON HARVEST PARTNERS P
SANITARY SEWER NOTES &
Planning /Building /Public Works Dept. DETAILS
LOT 1A E"" C8.0
Cb.5- 33"0'7 r* mssw? A- NNNJA4
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i
�I
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� 1
W
00
L
y
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r
a
�
o
00
o
N
W
r
o
�
w
w
i
L
,, L.J ; " : EMUVt tJE1J (. rwv oe u�.yve.,,.J ..,� ..,..... --
11 +5U RE CONS 1 KUt< HUIv
„ CITY o RENTON 11 +00 OF EXISTING STUBS BEFORE
- WATER RVICE PtV STA. 15 +31.35, 14.10 R 1 STUB AS SHOWN ON 10 +50
ASSEMBLY k NS + 10 +00
(SEE CI 1 -RRE HYDRANT 14 50 f
( ATE VALVE FLxMJ) I PROVEMENT PLANS BEGINS.
8107.2 , 1 -10 G ( 1 -12 "x10" REDUCER NO 3
DETAIL ) FDC - " MJ ADAPTER " Jx J E LINE #1 PROFILE
1 -10 FLx -10 GATE VALVE (M ) FIRE C6.2 3. ALL ON —SITE SEWER WILL BE PRI VA TEL Y
15+ ,_7 , L 1� 1 -10 SLEEVE
SCALE: HORIZONTAL 1 - 20
22 T. BEND "(h �, 6.2 3.2' L - 0 1 -10" SPOOL (Mq) VERTICAL 1 "_ 5' OWNED AND MAINTAINED.
1 -THR LOCK STA. 15+26.Z
/� �j 1 -10" 22.5' VERT. BEND (MJ) 1 -10" VERTICAL CR0 S (FLxMJ)
3.45' R ' 1 UST BLOCK (SEE CI TY STD. COI T10N DETAIL -116)
STA. 15 +13..30, 3 �° � �� O
1 -8" MJ PLUG ;
1f
1- THRUST BLOCK j1 ., ti �..= O
;-
�` r WATER & SANITARY SEWER #1 PLAN
C6.2
SCALE: 1 20'
o�
40 SCALE
- z
40 z 0 10 20 40
w
( FEET )
40
1.INCH = 20 FT
_+
PROPOSED GRADE PROFILE SCALE:
40 - - --
Q 0 .PIPE � �,
HORI Z: 1 - 20'
ot D co) ^ _
e _ T.
+N �,� ± _ 30
co ►— �-- - — — —
w•���. 30 — _ - —
__ k_ - ti N = W� '- — —� D E V
j EXISTING SURFACE v vi ?
12" STORM DRAIN
WAS,
PIPE ��
PRO00SED SURFACE ALONG
30 z IE =21.43
0TH PLACE
OF N 1 8" CROSS
_ — — — — — 2 -8" GATE VALVES 8 30 — -- -g-. �,,,, _, CL 52 464'. — " i r 8 FIRE SERVICE 6" MIN. CLR a ��� L'GI ST. 15 +26.x! STA: 15 +70.5 z
12 MIN R.
"MIN. CLR W /FOAM
22.5' STA. 15 +47
_ 6" MIN. CLR /FOAM srorrnL E
k AIR VAC. ASSE }MBLY _
" -.
1/ERTICA..L_ . 2_ ATIR
_ W /FOAM
20
, 0 HIGH POINT j v v
2Q L " DRAIN
o BEND SER ICE " 24 STORM: p ppp
v _' 0 WATER LIFE RECORD DRA M� N GS .
1 D.I. CL 52 � _ 1 � PIPE
12" RAIN LE DER IE= 20.75 PREPARED BY WHPACIFIC, OCTOBER 2008, BASED
A AND CONTRACTOR AND CITY RECORDS
MIN. CLR.
- I ,STA: 15 +43 ! IE =21.02 ON, SURVEYED DATA
i " 6" MIN. CLR
20
2 TER -
W FOAM STA. 16+14.90 _ to Clt Standards
STA 14 78 6 _ _ SER CE J
20 ,-- _- .._H_.._ _ _ ( CONNECT TO EXISTING ' ;
10 x8" TEE 36LF Checked for Cornpllance Y
" STA: 15 +00 5- _.2._Q_% 11" WATER STUB
10 GATE VALVE I "
2 WATER SERVICE 6 MIN. STA: 15 +33.83 STA: 15 +70.5
" 1 t� "x8' TEE
CLR 24" STORM DRAIN
O ORE SERVICE
W /FOAM " v i_ PIPE
STA: 15 +�,2-7 1.(. _ GATE VALVE-,
VE
IE= 20.85
22.5' VEkJ1CAL 0
BEND A: 13 +19 4 PROFILE 2 4
sT WATER & SANITARY SEW, ER #2 P FIRE LINE #2 PROFILE
12 '! STORM DRAIN C6.2
PIPE HORIZONTAL 1 "= 20' C6.2 SCALE: HORIZONTAL 1 20'
SCALE. DATE
IE =24.54 VERTICAL 1 5' 17 +D0
VERTICAL 1 = 5 06/15/07
16 00
16 +50
_ + SUS, THE LANDING
15 +5D SCALE: q � HORIZONTAL• NAD 1983/1991 LA:, Flt IDbooK:
CITY OF
14 +50 15 +00
1 =20 F
DESIGNED: HARVEST PARTNERS P ^�E�
I HM J: u REN TON WATER &SEWER PLAN &PROFILE URgWING NO:
Monte Villa Parkway 1
3350 M DRAwN:
1 Bothell,
Washington 98021 -8972 HCS ONE wcH DATUM LOT 1
CHECKED: AT FULL scA� Planning /Building /Public Works Dept.
SW5 07/30/07 MAG �H
S T oF:
D DDCVA WATER METER AND FIRE HYDRANT SRS /► n
Q RELOCATE IF NOT ONE INCH C6.2
HAKV:.' .... _ .. It.i. SCALE ACCORDINGLY _ (425)961-4800
,.: , BY DATE APPR APPRO T 1
(4zs)ssa -4808 REVI510N it 214,369,0960 NO.
JN - ------
whpacific. com
Planners Engineers • Surveyors Landscape Architects
LEGEND:
,. �.
Y
CATCH BASIN, TYPE 1
o
CATCH BASIN, TYPE 2
o
�
STORM CLEANOUT
f --
�
STORM DRAIN LINE
/ -
(y
WATER QUALITY VAULT
C%) 1
r -
C
SANITARY SEWER CLEANOUT
x_
o
_ - 40
SANITARY SE WE R MANHOLE
„I
0�. y,.
�.
40
GREASE INTERCEPTOR
,, L.J ; " : EMUVt tJE1J (. rwv oe u�.yve.,,.J ..,� ..,..... --
11 +5U RE CONS 1 KUt< HUIv
„ CITY o RENTON 11 +00 OF EXISTING STUBS BEFORE
- WATER RVICE PtV STA. 15 +31.35, 14.10 R 1 STUB AS SHOWN ON 10 +50
ASSEMBLY k NS + 10 +00
(SEE CI 1 -RRE HYDRANT 14 50 f
( ATE VALVE FLxMJ) I PROVEMENT PLANS BEGINS.
8107.2 , 1 -10 G ( 1 -12 "x10" REDUCER NO 3
DETAIL ) FDC - " MJ ADAPTER " Jx J E LINE #1 PROFILE
1 -10 FLx -10 GATE VALVE (M ) FIRE C6.2 3. ALL ON —SITE SEWER WILL BE PRI VA TEL Y
15+ ,_7 , L 1� 1 -10 SLEEVE
SCALE: HORIZONTAL 1 - 20
22 T. BEND "(h �, 6.2 3.2' L - 0 1 -10" SPOOL (Mq) VERTICAL 1 "_ 5' OWNED AND MAINTAINED.
1 -THR LOCK STA. 15+26.Z
/� �j 1 -10" 22.5' VERT. BEND (MJ) 1 -10" VERTICAL CR0 S (FLxMJ)
3.45' R ' 1 UST BLOCK (SEE CI TY STD. COI T10N DETAIL -116)
STA. 15 +13..30, 3 �° � �� O
1 -8" MJ PLUG ;
1f
1- THRUST BLOCK j1 ., ti �..= O
;-
�` r WATER & SANITARY SEWER #1 PLAN
C6.2
SCALE: 1 20'
o�
40 SCALE
- z
40 z 0 10 20 40
w
( FEET )
40
1.INCH = 20 FT
_+
PROPOSED GRADE PROFILE SCALE:
40 - - --
Q 0 .PIPE � �,
HORI Z: 1 - 20'
ot D co) ^ _
e _ T.
+N �,� ± _ 30
co ►— �-- - — — —
w•���. 30 — _ - —
__ k_ - ti N = W� '- — —� D E V
j EXISTING SURFACE v vi ?
12" STORM DRAIN
WAS,
PIPE ��
PRO00SED SURFACE ALONG
30 z IE =21.43
0TH PLACE
OF N 1 8" CROSS
_ — — — — — 2 -8" GATE VALVES 8 30 — -- -g-. �,,,, _, CL 52 464'. — " i r 8 FIRE SERVICE 6" MIN. CLR a ��� L'GI ST. 15 +26.x! STA: 15 +70.5 z
12 MIN R.
"MIN. CLR W /FOAM
22.5' STA. 15 +47
_ 6" MIN. CLR /FOAM srorrnL E
k AIR VAC. ASSE }MBLY _
" -.
1/ERTICA..L_ . 2_ ATIR
_ W /FOAM
20
, 0 HIGH POINT j v v
2Q L " DRAIN
o BEND SER ICE " 24 STORM: p ppp
v _' 0 WATER LIFE RECORD DRA M� N GS .
1 D.I. CL 52 � _ 1 � PIPE
12" RAIN LE DER IE= 20.75 PREPARED BY WHPACIFIC, OCTOBER 2008, BASED
A AND CONTRACTOR AND CITY RECORDS
MIN. CLR.
- I ,STA: 15 +43 ! IE =21.02 ON, SURVEYED DATA
i " 6" MIN. CLR
20
2 TER -
W FOAM STA. 16+14.90 _ to Clt Standards
STA 14 78 6 _ _ SER CE J
20 ,-- _- .._H_.._ _ _ ( CONNECT TO EXISTING ' ;
10 x8" TEE 36LF Checked for Cornpllance Y
" STA: 15 +00 5- _.2._Q_% 11" WATER STUB
10 GATE VALVE I "
2 WATER SERVICE 6 MIN. STA: 15 +33.83 STA: 15 +70.5
" 1 t� "x8' TEE
CLR 24" STORM DRAIN
O ORE SERVICE
W /FOAM " v i_ PIPE
STA: 15 +�,2-7 1.(. _ GATE VALVE-,
VE
IE= 20.85
22.5' VEkJ1CAL 0
BEND A: 13 +19 4 PROFILE 2 4
sT WATER & SANITARY SEW, ER #2 P FIRE LINE #2 PROFILE
12 '! STORM DRAIN C6.2
PIPE HORIZONTAL 1 "= 20' C6.2 SCALE: HORIZONTAL 1 20'
SCALE. DATE
IE =24.54 VERTICAL 1 5' 17 +D0
VERTICAL 1 = 5 06/15/07
16 00
16 +50
_ + SUS, THE LANDING
15 +5D SCALE: q � HORIZONTAL• NAD 1983/1991 LA:, Flt IDbooK:
CITY OF
14 +50 15 +00
1 =20 F
DESIGNED: HARVEST PARTNERS P ^�E�
I HM J: u REN TON WATER &SEWER PLAN &PROFILE URgWING NO:
Monte Villa Parkway 1
3350 M DRAwN:
1 Bothell,
Washington 98021 -8972 HCS ONE wcH DATUM LOT 1
CHECKED: AT FULL scA� Planning /Building /Public Works Dept.
SW5 07/30/07 MAG �H
S T oF:
D DDCVA WATER METER AND FIRE HYDRANT SRS /► n
Q RELOCATE IF NOT ONE INCH C6.2
HAKV:.' .... _ .. It.i. SCALE ACCORDINGLY _ (425)961-4800
,.: , BY DATE APPR APPRO T 1
(4zs)ssa -4808 REVI510N it 214,369,0960 NO.
JN - ------
whpacific. com
Planners Engineers • Surveyors Landscape Architects
Y
C'
o
1,
o
�
w
r
O
�
C
C
SCALL: 1 lU �.\ v.�./ Jl.fLt
0 10 20 40
c�
S-33881 1
(FEET.)
0 1 INCH 20 FT
W 40 _ �g 4o PROFILE SCALE:
N O op M O
A 2ua 40
40 O- O Z
, o -66,
?
HORIZ . 1 =20'
s 2 0
Lo
0) O
co
nod —
06 N PROPOSED VER T 1 5 " � KO cy � O IC! 04 N N 2 SURFACE x i N AONG
Cr O 7 ,
N
j
. .
NO + ( nZ � Uit
am �
U N - - -= pc
�i
06 1!9
�--
U to
Q
i — nnnonecn
SURVEYED: SCALE: ua:t:
q VERTICAL• NAVD ,988
1 =20® HORIZONTAL. NAD ,983/,99, : - CITY Y THE LANDING 06/15/07,
DESIGNED } T C./ I 1 I O E 11011) WOK.-
DRAWN: mu R E N TO N HARVEST PARTNERS PAGE:
UPDATED WATER STUB, REVISED WATER DESIGN, ADDED WATER PROFILE SWS 10/26/07 MAG SWS DivWNC NO:
ONE INCH DATUM WATER &SEWER PLAN &PROFILE
UPDATED RIM ELEVATIONS, REVISED SS PIPE FROM 8" TO 6 » SWS 10/26/07 CHECKED: MAG f AT FULL SCALE i Planning/Building/Public p Works. Dept. i
SRS IF NOT ONE INCH LOT I A
0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF:
JAATE C6.4
6' 0 � - � 3- r
- NNJN%,Lli,�A
a0
40
!?
_
_
_ 0
PR"SED SURFACE ;
ALQNG, f_ OF_ ROAD C
BE BLDG 2
c„c„zzZ.
ANA BLDG,�,305
2" WATER
12" STORM DRAIN
SERVICES
PIPE
IE =25.27
30
i
N
N
op
W
8"
TEE DDCVA
OL
VAULT
7OLF 8" SS
3 539'
20 1:5 0i
20
10 "x8" 7EE'
1 -8" GATE;, VALVE
-0 +50 0 +00
0 +50
1 +00
WATER & SANITARY SEWER #2 PROFILE
2
SCALE. HORIZONTAL
1"=20'
C6.4
VERTICAL 1 "_
5'
3350 Monte Villa Parkway
E
LANDING
Bothell, Washington 98021 -8972
(425)951 -4800
(425)951 -4808
whpacific.com
Planners Engineers Surveyors Landscape Architects
SURVEYED: SCALE: ua:t:
q VERTICAL• NAVD ,988
1 =20® HORIZONTAL. NAD ,983/,99, : - CITY Y THE LANDING 06/15/07,
DESIGNED } T C./ I 1 I O E 11011) WOK.-
DRAWN: mu R E N TO N HARVEST PARTNERS PAGE:
UPDATED WATER STUB, REVISED WATER DESIGN, ADDED WATER PROFILE SWS 10/26/07 MAG SWS DivWNC NO:
ONE INCH DATUM WATER &SEWER PLAN &PROFILE
UPDATED RIM ELEVATIONS, REVISED SS PIPE FROM 8" TO 6 » SWS 10/26/07 CHECKED: MAG f AT FULL SCALE i Planning/Building/Public p Works. Dept. i
SRS IF NOT ONE INCH LOT I A
0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF:
JAATE C6.4
6' 0 � - � 3- r
- NNJN%,Lli,�A
LEGEND:
CATCH BASIN, TYPE 1
CATCH BASIN, TYPE 2
STORM CLEANOUT
-� STORM DRAIN LINE
L' WATER QUALITY VAULT
SANITARY SEWER, CLEANOU T
• SANITARY SEWER MANHOLE
GREASE INTERCEPTOR
N WA TER VALVE
a WATER METER
Jul FIRE HYDRANT
POST INDICATOR VALVE W/ BLOWOFF
nn POST INDICATOR VALVE W/ CAP
FIRE DEPT CONNECTION
DOUBLE CHECK VALVE
• REDUCER
- - - - - - - WATER LINE EASEMENT
ROW
-----STA. 12+22.69 - UTILITY TRENCH
TAP AND SADDLE S A.
�
1-2" WET a »
» 18 LF 10 D . `�. 1 -8 45 BEND (MJ)
1 -2 GATE VALVE 0�
» ( CL 52 0 1- THRUST BLOCK
1 -2 IRRIGATION METER § x, 1
» -t-, l_ - -` - STA. 11 +89.46
1 -2 DCVA "
1
1 -8
PIV 45' BEND (MJ)
STA. 10 +39.53 I 60 LF A8
1-THRUST BLOCK
T BLOCK DDCVA 8 MINIMUM (SEE CI TY S A DAR
NOTES.
1 THRUS BL (_
" _ p - F__ ; TAI B -100. FINAL SIZE OF
1 -8 90 BEND (� __ , i DETAIL )
CITY STANDARD BE DETERMINED BY FIRE SPRINKLER
DDCVA 8 MINIMUM (SEE A_7 1. GREASE INTERCEPTORS AND GREASE TRAPS
SIGNER. DETAIL B -100. FINAL SIZE OF DDCVA TO DESIGNER. WILL BE INSTALLED BY EACH TENANT UNDER
BE DETERMINED BY FIRE SPRINKLER r ` STA. 11 +85
2
DESIGNER.
0 SEPARATE PERMITS AT A LATER DATE AND
_.. : _ 1-8'"X4" TEE
1 -2 WATER METER - 1 4 GATE VALVE (FLxMJ) 3 0 O SHALL BE SIZED ACCORDING TO UPC GUIDELINES.
1 -4" 22.5° BEND MJ
(SEE CITY STD. DETAIL 8107.2). I - � ( )
_... -. + 1- THRUST BLOCK
STA. 11 +61. WATER E #2 - -- CINEMA 2. CONTRACTOR TO VERIFY INVERT ELEVATIONS
10 +00. WATER E #2A I 18 LF 470.1. CL 52
0 =63 +43.99, 113.5 LOGAN »
OF EXISTING STUBS BEFORE CONSTRUCTION
301 1 -10 EE FLxFL T BEGINS.
2- 10 "x8" CER (FLxF) » S
PARKING \ K'NV Gf�i (\ /-1 GE 2 -8" GATE A VES F MJ 16 LF 4 D.l. CL 2
��
( ) " 3. ALL ON -SITE SEWER WILL BE PRI VA TEL Y
1 -10" AD -�tixF ' 1- THRUST BLOCK OWNED AND MAINTAINED.
2 -8" AD A tFL��P ') 1 -� 90 BEND
-_. 1 -40 45' BEND
Dui
1 -4" 90° VERTICAL BEND S�338813
WATER LINE PLAN 1
SCALE: 1"= 20' C6.5
, y
40 40 M
40 _ y r
SCALE
W �N
0 10 20 40
r
0
PROPOSED. GRACE
STA: {I1 +85 ®PIPE ( FEET)
i" 4» TEE GRADE 1 INCH = 20 FT
1 -10 x EE 0 PIPE W
DDCVA VAULT DDCVA VAULT PROFILE SCALE: W
30 _) - - - -- - 30 _ - -30 _ HORIZ. 1 =20 d0
---- _ - - - - VER T. 1 =5)
"MIN 10 +00.00
--- �=-- =; �-- - -- 6 MIN. CLI,�
S?TA:11+1&05 STA: 11 +44.2
10+ 7 .8 - ° 45° HORIZ BEND W /FOAM �" 10 TEE
STA,: 5 2 co v 45 HORIZ BEN 8 D.I. o »
10 x8 REDUCER �� EVE
90' HORIZ % - c� a `s F was h'
BE {D r 8 GATE VALVE
4
10
Da, G 52
STA: 11 +61.89 � 2 STA; 11 +85 STA :12422.7 Q
D
10" TEE 45° HORIZ 10 STA:!10 +08.74 ,f
STA:; 10 +67.61 ,. 8x4 l TEE „ 32464'.• .
- R UCER W.E. BEND _ __ __ _. _._ _
_ _ _ __2 _10 x8_ . ED _ _. __. (_____._,). _ _ _ _ _- - .. _ 2 W4-TER SERVIC€ w
- EXISTING- - _ 20 20 o R w
20 CONNECT TO E #S 6» MIN. 'CLR STA: 10491.04 2 -8 GATE VALVES W,E, STA: 1(T +8�.5 �� �GrsTE���l�
12" WATER STUB » ( ) 45' HORIZ 0 SSZ0 AL E�
W /FOAM; 2 WET TAP AND SADDLE BEND
STA: 10 +70 2" GATE VALVE
8" RAIN LEADER » STA: 12 +13.7
2" IRRIGATION METER 8" RAIN DEADER RECORD DRAWINGS
IE =24.34 2 DCVO
IE =25.7 PREPARED BY WHPACIFIC OCTOBER 2008 BASED
_ w ,
ON SURVEYED DATA AND CONTRACTOR AND CITY RECORDS
Lot O N;, �'
C6 Obi �j �;;. O� O) �' �.; Op; 07; Off!
Nj N; N; N N N N; N N N Checked for. Comphance t0 City standards
10 +00 10 +50 11 +00 11 +50 12 +00 12 +50 10 +50 10 +00
WATER LINE PROFILE 2 WATER LINE PROFILE 3
SCALE HORIZONTAL 1 "= 20' C6.5 SCALE: HORIZONTAL 1 "= 20' �.5 - - -- -
VERTICAL 1 "= 5' VERTICAL 1" 5,
SURVEYED: SCALE: DATE:
VERTICAL: NAVD 19,88
, ..HORIZONTAL. NAD 1983/1991 ► 0.6/ 5/C7
I 3350 Monte Villa Parkway 1"=20 a, THE LANDING
L I DESIGNED: :CITY 0 F
�IFOOK:
1 Bothell, Washington 98021 -8972 ,� HCS
..0 - HARVEST PARTNERS PAGE
DRAWN: _
RENTON
7 MA
_ e WATER & FIRE SERVICE ADDED TO BLDG. 311 SINS 10/26/0 G HCS ortAwl G NO.
1
(425)961-4800
-- oNE �NGH DATUM WATER &SEWER PLAN & PROFILE
.. ',. i
(425)951 -4808 Q1 ATER LINE MOVED FOR SIGN /PILE CONFLICT -PLAN & PROFILE UPDATED ABN 07/30/07 MAG CHECKED. ALL SCALE I
.. SRS �F NOT ONE INCH Panning /Building /Public Works Dept.
Whpacific.conl : SCALE ACCORDINGLY - LOT 1 A._ -
r N0. REVISION BY DATE APPR nPPROVEJMTE sHEEr:C6.5 F.
Planners Engineers • Surveyors Landscape Architects
. .
A NNNN
i