HomeMy WebLinkAboutS-4200011/ 1 ' � W \' I I / 3 .. \
FOUND 0.5" RBC I KEYNOTES
"HARSTAD" LS#19731
l �I AT CORNER i �' I 3 ° ° O PROPOSED HYDRANT ASSEMBLY PER COR
j\ Q a I I CONC. STD PLN. 310.1.
r_,P�
FIRE DEPARTMENT , HEIGHT HORIZONTAL DEFLECTIONS AS NECESSARY �PEAK� t WALL I j I °4 .° O CONNECT TO WATER MAIN WITH CUT -IN TEE
C6. CONNECTION (FDC) =29't PEP/ � L(l//1L7/ �/111/�NS /t t � I I 3 AND THREE VALVES, PER STD PLAN 300.4.
yt � j SS(REFg� � .. ° TEL.
STA:7+89.12, 40.72' LT • °/ / /////
/1L// % /11z/ IPOLE 3 CONNECT TO WATER MAIN WITH A 10" x 6" FL 2
�� II I 0 x FL TEE. C6.40
0------- --j -- I I j ° I
/ /� / POWE NELIZE STRUCTURE, SEE DETAIL
----------- ------ ----------- 101L_ DIP CL 52 SID RECHAN
------- -_ _-0__ _______ / N P��
r� CONNECT T EXISTING MANHOLE,
FOUND 0.5",RBC \� 1 CO 1 J `" - WALL NO PA KI aNl I I�i' 4 E, S
3 I \ 5/C6.8.
"HARSTAD' LS# 19731 - - - ... - . _ ' ' SIGN , e
AT CORNER . I GNP 1 I CONNECT TO BUILDING PLUMBING, SEE
15.23 \ - XISTING 12 WATER MECHANICAL PLAN FOR CONTINUATION.
'
6 •• •n /•' • i I SS 0(G1� E WING WATER
O6 SEE DRAINAGE PLAN FOR DRAINAGE DESIGN.
1 S. (IN 190 K OF BUILDING I RVICE TO BE
FIRE HYDRANT AS EMBLY F F
C6.50 O o 3-FOOT DIAMETE� N I OVERHANG 1 f - TIRED UNDERGROUND POWER, SEE ELECTRICAL
(n STA:RANT 2, iVI LT \ 1 AS ER I 1 �, I � 7
°( EE DEMO PLAN). PLAN FOR DETAILS
CMP DETENTION 15' WATER EASEMENT + AS NT I I I I 13 CB STD CRT
\ 7.50' 1 k RIM EL=29.98'
z 34LF 6" DIP CL 52 \ ' I a 7LF �" DIP CL 52 I �' I Ilp N I + O8 GAS SERVICE.
LL] \ c9� -53LF 6_DIP CL 52 - - - W-6- - - ° ■ I ISD - D - D _ � _ a. O',I 12"ADS W IE=27.33'
C �p \ - - - - W-12 I 3 O FIRE SPRINKLER SERVICE
C C6 20 PROFILE I 2ESTART \ \\ 88LF 10" DIP CL 52 9 00 W-7 O 10.00, 84LF 10 DIP CL 52 (RJ) B STD a I SDMH RIM EL=30.56' 3
\ 10+4
FI =2 - -,34L DIP CL 12"ADS E IE=27.18' 10 4-INCH DOMESTIC SERVICE
r • \ 3 c 2 12" DI W IE=27.16'
Q----------- 0-- 10 31LF10" IPCL 1. ° I C6.40
W 4 W-5 12LF 6" DI CL 52 8?00' _ C6.. 0 8" DI S IE=27.16'
LOCATION OF 18" WATER MAIN ON S GRADY
" -�`�- ---- a / '�-- ° 18" DI N IE=27.11'
\ 8k i - - - - 12LF 6 DIP CL 52 W-10 M - - - - - 2 W-8 a WAY SHALL BE FIELD VERIFIED BY
1 26LF10"DPCL5 r ----- 1 J -�-�-
Q 7 50' 7 50 I �� n U 28L DO L 50 3 CONTRACTOR DURING CONSTRUCTION. IF
CB
\ 4" WATER METER VAUL 2 13 - m U I LOCATION DIFFERS FROM SURVEYED
0 i 15LF " DIP CL 521W-11 STA:9+08.47, 15.88' RT J I I RIM 11
LLI v \ i C6.30 1" DC J 0 3 �2OFILE 2 FBN S I LOCATION, CONTRACTOR MUST NOTIFY THE
W-3 SEE LANDSCAPING - SL I 176127.86 C C CITY AND SUBMIT A DESIGN REVISION PRIOR
v \ \ OLF 6" DIP CL a • �� I o 1 TO CONNECTING TO THE EXISTING WATER
- SHEET L 3.0 II 0 1300805.11
1 \ \ i �� °
rr PI: 7+71.77 \ ry \ � L - - - I � I ° MAIN.
", 1 9 5 LL G f SDMH RIM PROVIDE VERTICAL CROSS FOR POLYPIG
LU • PROPOSED ROW I 8 I =FUL\i DEDICATION LINE I I I BOTTOMLS 12 PER STD. POLAN 300.61NG OF WATER MAINS
N
Q I \\ 6 CRANE FOUNDATION 5 DETECTOR DOUBLE CHECK 1 T I I 3 I� 13 1" IRRIGATION METER
\ \ PER STRUCTURAL VALVE ASSEMBLY (DDCVA) C6.40 = 6' v I i 0
\ �� �• C6 70 POST INDICATOR VALVE (PIV) 0 / STA:9+01.47, 16.50' RT Q27. 6' Iv I I I TEL. MDANAHOI CONCRETE ENCASEMENT ON SEWER
\ \ STA: /
\ \ / 24LF 6" DIP CL 52 I I I w3 m ;.� PIPE. LENGTH OF SEWER PIPE TO BE
3 7+28.38, 26.06' RT / TEL. POLE &
J I al � _ •: �GUY ANCHOR 14 CENTERED AT POINT OF CROSSING SO THAT
° DO NOT JOINTS ARE AS FAR AS POSSIBLE FROM THE
• \ I � I I �, WATER LINE.
\ � a N a •�' ENTER SIGN
• \ I F G L� PIPE /
N W I IGIN / LEGEND:
- - RIGHT-OF-WAY/PROPERTY LINE
A. �I
�. \ k\ I I I ' J $L
< • �, � \ oo �, 5.0i ROW � I _ s CENTERLINE
° ' A \\ 10 DEDICATION � o I � � G GAS PIPE
\ I Io��o SIGNAL LE S SANITARY PIPE 2 25.3' . ' \
3 a \ \ PROPOSED S s w/ LUMfN�' c6.8o
° ° "•a • \ \ MULTIFAMILY EXISTING I I / / W WATER PIPE
NOTES / •I\' \ \ ROW LINE II a I I I I �� / /�`�
I•.• °�. ° \ \ BUILDING I I s� \ N I .�/� / F FIRE SERVICE PIPING
1. MAXIMUM ALLOWABLE - I I
DEFLECTION AT EACH JOINT SHALL / \ ,� ,3 FFE-32.08 J®X (uc) \ \ o / ,G� r� Ak FIRE HYDRANT
CCii .ac
NOT EXCEED ONE-HALF THE / : Q1 \\ • \ \ I \ j // // METER AS NOTED
MANUFACTURERS SPECIFICATION
FOR SIZE OF PIPE USED. ° I'". 1 \ 3 \ W-2 �3p I N �J J /�\ �/� N GATE VALVE
• THRUST BLOCKING PER STD PLANS 330.1
2. ALL WATER FITTINGS AND \ I� AND 330.2.
C6.30
VALVES WITH MECHANICAL JOINT \ • \ \ \ I �o � C, H RIM �,L=30.69'
(MJ) END(S) SHALL HAVE A / 0�� \ \\ gyp\ ` I /18 CNC�IyE IE=27.09' � y--[ C �C FITTINGS AS NOTED
f/j7T/ CONNECT TO BUILDING (SEE MECHANICAL FOR CONTINUATION) ` �,� 18 DI NE IE=27.09'
WEDGE -TYPE RETAINER GLAND
EQUAL TO MEGALUG SERIES 1100. HEIGHT " \\ \ \ IE: 25.17 8" (SW) � PIV
/X 18"ANC SW IE=27.09' / /�/ � ®
=32'f - \ �KI � / I �" " W / � FDC
3. CONCRETE THRUST BLOCKS ARE \ \
REQUIRED ON ALL FITTINGS PER HELD CIT� OF • SANITARY SEWER CLEANOUT 3
COR STD PLANS 330.2 AND 330.3. /� , \ \\ / �, I //RENTO1 CONTROL C6.80
PROPOSED / 7y\ POINT 0393
14. WHERE NEW WATER MAIN / \, \ j / �1 , y�\�
ROW DEDICATION I
CROSS A NON -POTABLE PIPE, ONE /� \ \ LINE j // //� PF� I 9i'lro
FULL LENGTH OF WATER PIPE 6X \ G� / _ J I ✓
SHALL BE USED WITH THE PIPE o o�� G� / h✓,,
CENTERED FOR MAXIMUM JOINT / / - \\ 9�,� \ \ SEWER PROFILE END C6.80 O ��� j
SEPARATION. / , \
5. WATER MAIN TO BE ° �i it 7 5.4'
/ \ C� \ \\ % / / JB / o ROW/ bEDICATION /, Q
CONSTRUCTED FOLLOWING /� 1 ROOF • \ M ��, • / Q Q�` / IL / / 5�0
GEO-PIER INSTALLATION. :aQ 1 DRAIN I _ \ •• % / ��oG / / �` I //;�
%OF
€ITEM 1} \ ------- ------I \ �C"�' ��i�o`, /���/ / o �, •� `� j 4L
CITY OF RENTON
30.0' UTILITY ESMT. TO CITY CB STD CRT \ SSCO #3 SSCO #2 JG��
ORD. 3266 RIM EL=30.90, i \ UND 0. RBC / Q%�
REC. NO. 7812040685 / 24"CNC NE IE / / ��o o' , i <"
8 X6"TEE <`' // /
1 24"CNC SW IE AT COR / QSI AL POLE
IE: 25.06 8" (NW) • + W-2B
N. LINE VACATED SO. 7TH STREET /� I IE: 25.06 8" (SE) \ \ 1 C 2 �� CB IE: 25°%--__---
TRANSFORMER ENCLOSURE PER .14 6" (NE), - o R 64 ��
31LF 10 DIP L ' ��/ ��\ �1 `'
ARCHITECTURAL DETAILS �W IE-2 F
SSCO #1 sL
CB STD GRT ��
RIM EL=29.82' ' \ P I �/ / / 5��\ej / ; PIuG el .
CITY OF RENTON
30.0' UTILITY ESMT. TO CITY
ORD. 3286
w Know what's beIOW.
Z Call before you dig.
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" 22.5° BEND (MJ X MJ)
1 -THRUST BLOCK
STA: 5+35.31, 0.00'
W-213
1 - 10" 45' BEND (MJ X MJ)
1 -THRUST BLOCK
STA: 7+71.77, 0.00'
W-3
1 - 10" 90° 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+63.70, 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
W-9
BY CITY FORCES PER STD PLAN 300.1
1 - 18" X 6" TAPPING TEE (MJ X FL)
1 - 6" TAPPING 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'
1 - 3" WET TAP PER COR STD PLAN 300.1
W-12
1-10" 45' VERTICAL BEND (RJ X RJ)
1 - VERTICAL CONCRETE DEAD -MAN
THRUST BLOCK
RECORD NOTE 03/26/2024
THESE RECORD DRAWINGS HAVE BEEN
PREPARED BASED ON SURVEY INFORMATION
PROVIDED BY A THIRD -PARTY SURVEYOR. AHBL
WILL BE RESPONSIBLE FOR THE DATA
PROVIDED BY THEM. THE THIRD -PARTY
SURVEYOR WILL BE RESPONSIBLE FOR THE
ACCURACY OF THE ACTUAL LOCATIONS IN THE
FIELD. THOSE RELYING ON THIS RECORD
DOCUMENT ARE ADVISED TO OBTAIN
8"CNC N IE=26.22' SSCO #1A W SL �F,, eNGI INDEPENDENT VERIFICATION OF ITS ACCURACY
8"CNC S IE=26.12' / E IC�AL7YCAN57 ��IG / �� ��\ `'�' ° SIGNAL/ o BEFORE APPLYING IT FOR ANY PURPOSE.
/s /
8"CONC TOP VERT IE-26.62' VAULT�� / iG /� o ��'�/ / X o //�/ S-420001
BTM STRUC. IE=25.42' / , PN PN�j 0 P u J W-2A Q �` / '� S �STo EXI G 18" WAl`�rR �' l Y : ' / BOX
1 --- -- ---
POL f //
z
GRAPHIC SCALE
0 10 20 40
1" = 20 FEET
P.O.B 3 C` L 5
PARCEL D
e`G w w s `J, 2 11 12 0 ,4 � soFS / / G ° GU / /5 / , �S���ST OP�LG'
SSMH RI EL W30.8 / W-9 �J��� / 2.5" ASSIE W/PUNC�i�Aso G, NCHOR o
�� `� / PROFILE 1 DOVAN 0 [SE-COR-SEC. 18,
SEWER PRO01LE fAR e1° IP CL 52
8 S 1 0.98' N 17587�k, I I . 5E] // G /
C6.8 /CB STD T �6F RENTON F COMMENCFME4 / / /
oG�" EWALK. TRAFFIC E 1 .99 P CEL C //�
Q` RIM EL= 0.7f�� /' 0 / 44
SIGNALS AND STREET / � � / C ST CKT
Ln
2 r
LO
C6.40 r
O
O
T
Q
J
T
2 N
C6.50
VV'�FGVVV I (/)
IN COMPLIANCE WITH CITY OF RENTON STANDARDS 7
�8 CNC SE I 2 1 G) ` / GHT EASEMENT. / G / �° i ; i / �o 46416 9
�nl I� I �� / i / °. o IM ,EL=31-55 / cc +� �CISTERE
`oar �` /// N0. 8710221353 , / �( 8%CNC W 129.43' \ �ssl
RIM EL-30. / / � / TE TO I E / ANAL
-rlurl "CNCT( IE=2^.^��� 1 / / / .yo. / 1 /
1 / Civil Engineers
001 ASI-001 CJ 9/27/22 DT SURVEYED: SCALE:
■ s Ncm,°ien9ineers T.L. HORIZONTAL NAD 1983/1991 CITY 0 F WATERSHED APARTMENTS
Lende pekc°&e 002 PROGRESSIVE CONSTRUCTION SET CJ 12/5/22 DT DESIGNED, PER SHEET
- C°rsmunlyFanners 003 UPDATES PER CONDITIONS OF APPROVAL DT 1 /27/23 DT J.N. RENTON CONSTRUCTION DRAFT SET
004 GRADY WAY STORMWATER REVISIONS CW 12/26/23 TS DPA�: J.N.
"eighb°rs ONE INCH DATUM
005 AS -BUILT REVISIONS AA 03/26/24 TS CHECKED: '
T A C O M A S E A T T L E DT AT FULL SCALE Planning/Building/Public Works Dept. UTILITY PLAN
IF NOT ONE INCH
2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL
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DATE:
03/28/2023
FIELDBOOK:
PAGE:
LIJ
P-
DRAWING NO:
C6.00
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SHEET'. Q OF: 48
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