HomeMy WebLinkAboutS-420001NFOUN0.5" RBC !\ : a".I KEYNOTES
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1 "HARSTAD" LS#19731 II
WM AT CORNER j I / 3 ° ' O PROPOSED HYDRANT ASSEMBLY PER COR
Q i E I CONCWALL. I / i I 1 STD PLN. 310.1.
FIRE DEPARTMENT PEAK CONNECT TO WATER MAIN WITH CUT -IN TEE
HEIGHT HORIZONTAL DEFLECTIONS AS NECESSARY I �, I ° 4 °
CONNECTION (FDC) =29't PER/ T MMENDATIONS 3 O AND THREE VALVES, PER STD PLAN 300.4.
C6. /�/1L1/LL�J/_LL!/ //' / i SS(RE�° TEL.
STA:7+89.12, 40.72' LT °/1L/ /11!/ POLE I 3
I CONNECT TO WATER MAIN WITH A 10" x 6" FL 2
---------- C x FL TEE.
° C6.40
J� -- -- ----- CONNECT TO EXISTING MANHOLE,
� Sp------- =� - 3-��-- - 101L�0�DIP CL 52 SD / / 0 POWE w I /3 =a r
4 RECHANNELIZE STRUCTURE, SEE DETAIL
t------------------�-_ - -- -- / N RO K el°
N 3 5/C6.8.
FOUND 0.5 RBC �- � CO - - - �------- J ' ' N �ALL�- --. �, � SIGN
NO A KI
„HARSTAD' LS#19731 _ - ... - ... - . . - . - - - - - _ - ' '
- --� - _ _ 2' I �' CONNECT TO BUILDING PLUMBING, SEE
AT CORNER • - - -
�`��l/ 15.23' \ r - �- , - -, - _ _ �- - - ,- _ _• - - - �G •: _ 4 it°Nl i IIEXISTING 12" WATER 5O MECHANICAL PLAN FOR CONTINUATION.
_ •• •
__ ( E I$TING WATER C
/ 6 I I -I • •• SS 0 G1 3
1 � L G .190. 1' OF BUILDING �� �� / � I i � � RICE TO BE 6 SEE DRAINAGE PLAN FOR DRAINAGE DESIGN.
FIRE HYDRANT AS EMBLY / F S. N DLO OVERHANG 00 I I r TIR�'P UNDERGROUND POWER, SEE ELECTRICAL
I
C6.50 1 O -0 3-FOOT DIAMETER I m I 15.00 ER I °( EE DEMO PLAN). O PLAN FOR DETAILS
(f� STA:7+87.02, 47' LT /� \ - 06 I� �,
�\ 7.50' MP 30 ENTION T 15' ATER EASEMENT I L0 EAS NT
3 CB STD GIRT
RIM EL=29.98'
z 34LF 6" DIP CL 52 i o \ - IP CL 52 I I �I� I so - s� I + a.a RIM EL W IE-27.33' O GAS SERVICE.
w \ 53LF 6" DIP CL 52 - _ - W-6 a o - �b I -
C 1 PROFILE 1 Ell D' \ o \ / - - - - „ - - - W-12 N 3 '9O FIRE SPRINKLER SERVICE
G C6.20 PROFILE�START \ IP CL 52 g 00 W_7 O 10.00' �84F 10" DIP CL 52 (RJ) 10+0 STD 10� 3
�- I SD21H IM EL=30.56'
0 EL=2 P 1 I52 �_ 4% ,. a... �' E IE=27.18' 10 4-INCH DOMESTIC SERVICE
\/ / _ I v W IE=27.16' C6.40
• \ o bk O3 10 31 LF 10" DIP CL -
Q \ W-4 ti56 W-5 _ _ _ _ _ _ - _ - - - - / 12LF 6" DIP C 52 �00 _ 18" DI S IE=27.16'
_ _ _ d LOCATION OF 18" WATER MAIN ON S GRADY
\ \ $k /
- - - - 1 LF 6" DIP CL 52 W-10 - - - - - - - - - - 2 W_g J 18' DI N IE=27.11' WAY SHALL BE FIELD VERIFIED BY
�3 26LF10"DPCL5 I �°
Q r \ I �7.50' 7 50' 4" WATER METER VAUL D 28LF� D- PL 5P 3 , CB CONTRACTOR DURING CONSTRUCTION. IF
/ 15LF " DIP CL 52 I /2 13 m I I I RIM 11 LOCATION DIFFERS FROM SURVEYED
\ f W-11 C6.30 1" DCVA - LOCATION, CONTRACTOR MUST NOTIFY THE
/ J `-' � 3° IZOFILE 2 E6N S 1W-3 �S E LANDSCAPING ( sL I I 176127.86 CDCCITY AND SUBMIT A DESIGN REVISION PRIOR
o JFSTA:9+08.47,15.88'RT
6" DIP CL 2 F SHEET L 3.0 II IIII s IN I I ° 1300805.11 MAIN.
v \ / 3 1 TO CONNECTING TO THE EXISTING WATER
PI: 7+71.77 \ c - - - A_ I 3 ° PROVIDE VERTICAL CROSS FOR POLYPIG
w • \ \ 160 9 5 5 \� PROPOSED ROW i 8 e SDMHFU LL M 12 STATION FOR CLEANING OF WATER MAINS
\ CRANE FOUNDATION DEDICATION LINE N I I I BOTTOM S' PER STD. PLAN 300.6
Q I \ 6 PER STRUCTURAL DETECTOR DOUBLE CHECK 1 3
�j \ \ \ • VALVE ASSEMBLY (DDCVA) C6.40 6' - I o G1" IRRIGATION METER
�• \ / STA:9+01.47, 16.50' RT 27. -
QI TEL. MANHG CONCRETE ENCASEMENT ON SEWER
PIPE. LENGTH OF SEWER PIPE TO BE
3I m TEL. POLE & 32" DIA. l
32 �30, \ _ _ _ / 24LF 6" DIP CL 52 I I ( QI GUY ANCHOR GCENTERED AT POINT OF CROSSING SO THAT
\ \ J POST INDICATOR VALVE PIV ) DO NOT JOINTS ARE AS FAR AS POSSIBLE FROM THE
( `�0\ • \\r'_, \\ I STA:8+92.38, 25.78' RT C6.70 � � I �I � I ° G � PIPE ENTER SIGN WATER LINE.
SIGN
I WV W % LEGEND:
RIGHT-OF-WAY/PROPERTY LINE
5.0'ROW I s ON sL I CENTERLINE
a \, DEDICATION G GAS PIPE
a2S•3'. \ PROPOSED I S I I S . /��IGNAL LE S SANITARY PIPE
/ I°° ° " .a • \\ MULTIFAMILY EXISTING II a//� / /LUMC� W WATER PIPE C6.80
3 \ BUILDING ROW LINE I I'' I S� \ I I 50 .�``'G / /� F FIRE SERVICE PIPING
NOTES .. \
1. MAXIMUM ALLOWABLE °� - \ / = I� I I �/ / //�
/ o FFE 32.08 p (uc) o Ak FIRE HYDRANT
DEFLECTION AT EACH JOINT SHALL \\ .� \ �K
NOT EXCEED ONE-HALF THE / 4: j // METER AS NOTED
MANUFACTURER'S SPECIFICATION
FOR SIZE OF PIPE USED. A° I ° I \ \ 33 W-2 \ 30� 0 50�J J / �/� N GATE VALVE
V 1 THRUST BLOCKING PER STD PLANS 330.1
2. ALL WATER FITTINGS AND/ l\ �� I I /o� / /l / C6.30
VALVES WITH MECHANICAL JOINT \ • I \ �\ 50 �`J �, S_MH RIM F�L-30.69 AND 330.2.
/ \ S I /18'CNC V IE=27.09' FITTINGS AS NOTED
(MJ) END(S) SHALL HAVE A �h. J 18" DI --'NE IE=27.09' /
WEDGE -TYPE RETAINER GLAND CONNECT TO BUILDING (SEE MECHANICAL FOR CONTINUATION) 0 � `�� 18" NC SW IE-27.09' /
EQUAL TO MEGALUG SERIES 1100. PEAK IE: x \ \ IE: 25.17 8" (SW) L� ,� - / / ® PIV
HEIGHT / V /
a =32't
�CTE �I�1�T BLOCKS ARE L \ � � � ��J� // �� \ / '� FDC 3
R afgD ON ALL FITTINGS PER \ \ \\ \ / / I \ jENT CITY OF •
C Il��hh UU�� PLANS 330.2 AND 330.3. //� ��,,�\ RENTON CONTROL SANITARY SEWER CLEANOUT C6.80
/ POINT ?% '
PROPOSED
,��L8�-
ATER MAIN / / \ F� \ ROW DEDICATION /01
\ / J°� �� / /
CROSS A NON POTABLE PIPE, ONE LINE % \ / /�
FULL LENGTH OF WATER PIPE 6x G� / I ✓
SHALL BE USED WITH THE PIPE / \ �0 5
CENTERED FOR MAXIMUM JOINT - \ \ SEWER PROFILE END C6.80
SEPARATION. _ G
7
5. WATER MAIN TO BE / a a �� \\��� G JB �/ ROWEDICATION
CONSTRUCTED FOLLOWING ° ROOF • \ �I • Q� / / /; 5�
GEO-PIER INSTALLATION. ° ° IDRAIN \ �� •• / ��JG / �' N f
{ITEM 1 }------- ` \ b JGI / W
CITY OF RENTON �` // /� CL /
CITY UTILITY ESMT. TO CITY / � / \A...
SSCO #3 SSCO #2 � JG1� � ® % / �/ o G / /' ; �` \
ORD. 3266 / ND 0. B / e%% �`J J� / /4 / ';� / Gm
REC. NO. 7812040685 8" X 6" TEE /�/ w / /SI AL POSE/
> 9 / F`
IE: 25.06 8" (NW) • + Al COR R W-2B / j/% / s�. o G
N. LINE VACATED SO. 7TH STREET / 2 CB B
I IE: 25.06 8" (SE) •�� ��Q � ; , /-___---
" IE: 25.14 6" (NE); J F 0 /
ENCLOSURE SHALL BE $ / ® R0.64' ;
WOODEN FENCING, PER 3\1 LF 1(�' DIP QL 52 0 � � `�� \ " �IP�W IE 2 �� �F�1 G
DETAIL 8 ON SHEET L1.2 P.S.P.L EASEMENT \ J / o SSCO #1 y/ / /� �'� SL 0,
CB STD GIRT 7802060578 I
RIM EL-29.82 j/ o ° �, / ���Q� / . ° JG PIJG
� Pl
SEWER CLEANOUT TABLE
STRUCTURE NAME
STRUCTURE DETAILS
RIM = 31.73
SSCO #1
IE
= 24.74 (8" NW)
IE
= 24.74 (8" SW)
RIM = 31.67
SSCO #1A
IE
= 24.45 (8" NE)
IE
= 24.45 (8" SW)
RIM = 31.90
SSCO #2
IE
= 25.17 (6" SW)
RIM = 31.94
SSCO #3
IE
= 25.14 (8" NE)
IE
= 25.14 (8" SE)
WATER STRUCTURE
TABLE
STATION
W #
DESCRIPTION
STA: 5+00.00, 0.00'
CONNECT TO EXISTING WATER MAIN
(BY CITY FORCES) PER COR STD PLAN
W-1
300.1
1 - 18" X 10" TAPPING TEE (MJ X FL)
1 - 10" TAPPING GATE VALVE (FL X MJ)
1 - THRUST BLOCK
STA: 6+44.70, 0.00'
W-2
1 - 10" 11.25' BEND (MJ X MJ)
1 - THRUST BLOCK
STA: 5+03.00, 0.00'
W-2A
1 - 10" 22.50 BEND (MJ X MJ)
1 - THRUST BLOCK
STA: 5+35.31, 0.00'
W-213
1 - 10" 450 BEND (MJ X MJ)
1 - THRUST BLOCK
STA: 7+71.77, 0.00'
W-3
1 - 10" 900 BEND (MJ X MJ)
1 - THRUST BLOCK
STA: 7+87.02, 0.00'
1 - 10" X 6" TEE (FL X FL)
W-4
1 - 6" GATE VALVE (FL X MJ)
1 - 10" GATE VALVE (FL X MJ)
1 - 10" ADAPTER (FL X MJ)
1 - THRUST BLOCK
STA: 8+12.97, 0.00'
W-5
1- 10" 11.25' BEND (MJ X MJ)
1 - THRUST BLOCK
STA: 9+01.47, 0.00' LT
1 - 10" X 6" TEE (FL X FL)
W-6
1 - 6" GATE VALVE (F L X MJ)
1 - 10" GATE VALVE (F LX MJ)
1 - 10" FL X MJ ADAPTER
1 - THRUST BLOCK
STA: 9+08.47, 0.00' RT
1 - 10" X 6" TEE (FL XFL)
W-7
1 - 6" GATE VALVE (F L X MJ)
1 - 10" GATE VALVE (F L X MJ)
1 - 10" FL X MJ ADAPTER
1 - THRUST BLOCK
STA: 10+63.73, 0.00' RT
CONNECT TO EXISTING WATER MAIN
CUT IN TEE (BY CITY FORCES) PER COR
STD PLAN 300.4
W-8
1 - 12" X 10" TEE (FL X FL)
1 - 10" GATE VALVE (FL X MJ)
2 - 12" GATE VALVE (FL X MJ)
2 - 12" SOLID SLEEVES (MJ)
1 - 10" SOLID SLEEVE (MJ)
1 - THRUST BLOCK
STA: 5+00.10, -9.74' LT
CONNECT TO EXISTING WATERMAIN
BY CITY FORCES WITH CUT IN TEE & ONE
W-9
VALVE PER STD PLAN 300.1
1 - 18" X 6" TEE (FL X FL)
2 - 18" ADAPTERS (FL X MJ)
1 - 6" GATE VALVE (FL X MJ)
1 - THRUST BLOCK
STA: 9+08.47, 12.00' RT
W-10
1 - 6" X 4" REDUCER (MJ X FL)
STA: 9+08.47, 19.75' RT
W-11
1 - 6" X 4" REDUCER (MJ X FL)
STA: 10+24.63, 0.00'
W-12
1 - 3" WET TAP PER COR STD PLAN 300.1
1 - THRUST BLOCK
2 Ln
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SEWER PR��IL §fARI. °. ���jNc� �
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C6.8 8 SW 1 0.98' �F�RENT0 5X� N 17587j I RNG 5E] y/ G/ / / / � � / / / t� CC
CB STD GIRT � F COMMENCF,MENT / / / G / / DEVELOPMENT ENGINEERING G
N o"I EwALK. TR�FFC E 1 99 P CEL C JChavez 07/27/2022
Q` RIM EL=30.7�� 0 / / ��
SIGNALS A STREET / k C� STD/�T / -
CR8"CNC SE IE-2 Gl IGHT EMENT. / ` �° � i "Z 35702
S�I IF) / , / / °. ° IM EL=31 S5 / G� / ��rtISTER'°
AO. 871022135 G Y ANC W I1-29.43'
RIM EL=30.9 '�� / / gTE TO�EINE / \ ANAL
CITY OF RENTON / / / s / S'I
30.0' UTILITY ESMT. TO CITY - TnIOT "CNCT( IE=2^.^k�� /� �G 1 / / /G /% �o G // � / - ✓ /
ORD. 3286
w Know what's below.
z Call before you dig.
J
8"CNC N IE-26.22' T F ER PAD / > SSCO #1A w� sL 1F.,
8"CNC S IE=26.12' / ELEC F�ICAL PLAN / G / J� ,��° ��?�� /G / ° SIGNAL/ 50
8"GONG TOP VERT IE-26.62' P r - P - v W-2A ��/ \S �G / X �o // S-420001
BTM STRUC. IE-25.42' / (u P(up 0 / S EXI G 18" WAT`A r L
qY . / JBOX
3LF 10" DIP CL 5 �3.00 , /,: POL /f 4)
PARCEL /
PARCEL D �`' / °��ti / /
/ Q`o w w `J 2 11 12 // \ 0S / /G ; - ° GU
SSMH RI EL W30.8 / W-9 IG �`JG� / .5" ASSIE W/PUNCyi\As�i' G , ' l N( HOR
,F� ��� / PROFILE �, DOVAN 0. [S€ �OR-SEC. 18,
GRAPHIC SCALE
0 10 20 40
1" = 20 FEET
J / 1/ i G /� -o.f / /// y° sib' I //ZIA\ - 1 `
07/26/2022
Gwl Engineers
1 PERMIT REVISION JN 3/18/22 DT SURVEYED: SCALE
=1 - SI-1111lEngmeers T.L. VERTICAL W4VD 1988 •
2 PERMIT REVISION JN 4/25/22 DT PER SHEET HORIZONTAL' WAD 1083/1091 CITY OF
and eaPea nira DESIGNED:
CommurxlyPlanners 3 PERMIT REVISION JN 5/12/22 DT J.N. RENTON
land8uHj
rveyas Dom'
= J.N. Neighbors ONE INCH DATUM •
CHECKED: AT FULL SCALE Planning/Building/Public Works De t
T A C O M A • S E A T T L E DT IF NOT ONE INCH p'
2215 North 301h Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL SCALE ACCORDINGLY
1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL NO. REVISION BY DATE AP P R APPROVED:
WATERSHED APARTMENTS
CIVIL CONSTRUCTION PERMIT
UTILITY PLAN
a
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LU
DATE:
03/18/2022
=
FIELDBOOK:
U)
PAGE:
Ir
DRAWING NO:
C6.00
LU
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SHEEP:
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