HomeMy WebLinkAboutzW-3971SetA PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON
I I ��� - - S 130TH ST NOTES:
n
N r" 0 \ 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING
CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND
2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE THE POTENTIAL FOR ON -SITE EROSION HAS PASSED.
C) HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT.
� � \ � --,EX. CB \
� LL.I -' � / \� \� 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE RMC , CONJUNCTI14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN
\\ \\ THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION DEPARTMENT, TUIRFACETH LWATER TUTILITY NSECTION.
ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS
SCALE: 140' " =
\ PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY
OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE
\ 40 20 0 40 80 THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE
REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
CONTOUR INTERVAL = 2' FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO
4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY
V) OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS"C", WITH THE EXCEPTION OF PVC
W /\ \ \`�\ \ ELECTRICAL. ETC.) THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE PIPE.
r \ APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS
/ \\\\\ \ WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND
0
/'' \r- \ WATER UTILITY SECTION. OUTSIDE.
I
\�\ � 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS.
I / TRACT \ \ /
\ ® PROGRESS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION DETENTION FACILITY SHALL HAVE
F \\ \ SOLID LOCKING LIDS.
0 � I EX. CB 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY
�� \\ THROUGH FRIDAY. WORK MAY BE PERMITTED ON SATURDAYS AND SUNDAYS ONLY IF APPROVED IN WRITING 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS
EX. CB \ IN ADVANCE BY THE ADMINISTRATOR. AND BUILDING SETBACKS LINES.
7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.
NECESSARY BEFORE INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR
TO CONSTRUCTION. 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT
hl \ \ \ LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE
2 1 3 4 5 6 I \ ; \\ \ 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND
J S.S.M.H. #6 STORM FILTER #7 I� NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS:
ry - -- \ 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 4 -8 INCH ROCK / 40 -70% PASSING;
Q / Ii F=- °
_ 2 -4 INCH ROCK / 30 -40% PASSING;
- ------
--"-- -
w � w - - \\ \ 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE AND LESS THAN 2 INCH ROCK / 10 -20% PASSING.
BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
----- - --- ---- S-- _____ \ \ \
10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE
ALLEY E CB #13 \\\ \ \ \ SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN
I- - ----- --- S.S.M.H. #5 i� s
7 8 CB #12
9 f�l 10 11
i S.S.M.H. #4
i �111i O
S.S.M.H. #3
12 13 14 15 16 117 18 I
I' S.S.M.H. #9 STORM FILTER #6 -
�-
---- ----- S S
ALL E Y C __ ---- --
CB #11 ---i `
I
I
23 24 25 26 -
27 28 �, ®� .
STORM FILTER
I-- L
S.
\S.M.H. #2 � \
#7
35 CB #6
36 37 38 39 1 40 I 41 C,
STORM FILTER #2
- ------ ---
w ---- � w
' -ALLEY A--
S.S.M.H. #7 i I ! CB #5
49 - 50 - 51 52 53 54 I
i1
CB #24 _= S.S.M.H.
EX. CB #100 �- - -- -- ------ - __ _ CB #15
-- _�-- --- - - ----
EX. CB #101 ----------------
CB #25
0-- s
�_— s s
\ G
- - - I EX. CB # 102
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
Cn
ACCURATELY DIMENSIONED, CERTIFIED AS —BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED
11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT TO THE CITY UPON COMPLETION.
DENSITY, STANDARD PROCTOR. 22. DRAINAGE OUTLETS (STUB —OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE
\ \ LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB —OUTS SHALL CONFORM TO THE FOLLOWING:
\ \ \ \ 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON —FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT
ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE
TR—G \ C\\ PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER
\ ® \ RESTORATION STANDARDS. EX. CB SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED
USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER
\ \ EX. CB CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION.
CB #9 \ B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM"
I ; ` LEGEND OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO
_
19 20 21 - 22 j° ;TRACT THE STAKE.
STORM FILTER #5 $ H \\ SD PROPOSED STORM DRAIN C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE
s PROPOSED SANITARY SEWER SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH
---- -- w \ WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION.
w PROPOSED WATER MAIN
---------- -- - ---- _ -A
S \ \ D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS
\ CB #10 ALLEY D- so EXISTING STORM DRAIN THROUGH INDIVIDUAL LOTS.
S.S. H. #10 \ s EXISTING SANITARY SEWER E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB OUT
\ 29 30 31 32 \ \ w EXISTING WATER MAIN CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G . POWER, GAS, TELEPHONE, TELEVISION).
33
- \ � 34 �� I � � �� IQ
F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER.
-
�i F-u. CIS O
—TRACT o
-- - -----
STORM FILTER #3 F,p
42 - 43 \
- 44 45 - 46 - 47 J C�
STORM FILTER 1
# CB #1 ; - ----
G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP
PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES
BACKFLOW PREVENTION OR A CHECK VALVE.
23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE
MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND
REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED
TO MAINTAIN THE MOISTURE CAPACITY.
24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT
--_ ISSUANCE.
-w --- - - W__ 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE
\ OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER
--- - ---------- ---- - S.S.M.H. #12 DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER
s FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION.
CB #3 CB #2 ALLEY B
26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES,
55 - 56 57 58 - I , 59 60 \S.S.M. H. #8 TRACT PROTECTIVE \ \ \ PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND
I #4 � \ \ �i SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE
UT \ PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL
r\ \ /r�� \ \ TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT,
STORM FILTER
#, - ___ _ _ ®; �S.S.!�=H. #11 \ �.s �\ \ \ TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1 -07-23
\ \ Co #26 \ TRAFFIC CONTROL SHALL APPLY.
CB #19B 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL
REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC
4-3-050).
--------------- _-_� / \ty \G\P
CB #14 CB #16 S 132W -S CB
s CB #19 CB #18
—+- SID- \ FUTURE TRAFFIC ISLANDS IN COMPLIANCE WITH CITY OF RENTON STANDARDS
_ - (MINOR ARTERIAL) -� �' �'--- �
_ TO BE CONSTRUCTED BY
EX. CB #104 G CB #19A - C #20 \So �� ���®\Q \ THE CITY OF RENTON
DOES NOT \CFUDE
ASBU ET \FORMAT O\
0 FIRST SUBMITTAL
1 SECOND SUBMITTAL
2 THIRD SUBMITTAL
NO. I REVISION
ESM 08/30/17 SURVEYED: SCALE:
ESM 11/15/17 DESIGNED: 1 "=40
ESM 01/03/18 PDG
DRAWN:
DCL ONE INCH
CHECKED: AT FULL SCALE
IF NOT ONE INCH
BY DATE APPR APPROVED: SCALE ACCORDINGLY
VERTICAL: NAVD 1988 •
HORIZONTAL: NAD 1983/1991 CITY OF
RENTON
DATU M •
Planning/Building/Public Works Dept.
EARLINGTON TOWNHOMES 01/23/18
COMPOSITE UTILITY PLAN FIELDBOOK:
PAGE:
DRAWING NO:
UT-01
UTILITY PERMIT # SHEET: 13 GF:55
0
0
0
0
H
H
Q
J
Of
a_
W-397101 S-397101 R-397113
w
12
0
z
0
z
0
!�
V
z
Q
w
r��� M�� �N - A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON
S 130TH ST
\
\ \\ \ SCALE: 1 " = 40'
\
t \ \ \ \ 40 20 0 40 8a
CONTOUR INTERVAL = 2'
TRAC vv \v \
C
r\�. ` WA-01 �............ ■n MEN Room ■E■ - ��........�.... �... l. ■E
. A INN ..■�
■ ■ ■
■ ,� ;� �■■�. ■iE■ ■ti...` ■■■ ME■
� / � -fir■ � �
■ 51 6 \ \ \ \
o; —ALLEY E
■ ■ \ T
Q■ ■
7 li , , \
8 - --- g - '1 p 11 --:- ■ V'
TRACTS : ■ \
■ =�1 ■ ICI � ■ ■
I =-, ■- F
■ - TR-H ■
Oman ■NE■ ■
■■■■ ■E■ mownMEMO—'-- ___�==� -
y�■E■■N■ ■ ■ ■■■■ NEE■■ -=mw_,;
' I I ■
r?. 13 14 15 16 17 18 '
■ ��
' 19 20 21 22 FACT.- I--,■ I ■
\\
0 A L L EY C ' —;�— — . '
Q --- ------ ---- A L. E Y D
23 24 25 26 27 2$
■
■ ; �Q � 29 30 31 t2 33 34 �r VENRON "PIN
\
-� 1 ■■■ ■■
1 ■ ■■ ■■■ ■■■.�\ O
EVE 0
■ --- — ITRACT a-�.\ o,� Ile \
N : : ; _ �; ;A�\V
■ F
35 36 O 37 38 39 41 41 42
Q 43 44 ■ 45 46 47 - 48
■ I ■ T r sss,
_
^
EY o
' ALL
____ ___ -I =_--- _ -- - _. I ALLEY B
■
■ �i � ■ ■ � ' ` VAS \ � \
. �___ \ \�
v TRACT o 1 \
■ ' \■■■% 'ivv■ I \ \
■■■■ ■■■■■ ■■■ ■ li l ■■i�Roo■mioo■m■■R■■■■■ /
■ ■■�■ ■ ■■ ■■■ ■■■■■ i■■■ INNER EN ONE="a ■ �■■■■■■R■■■ ■■ ■■■
'WE ON MENNEN= "ONMENIMMEMMUMME
INNIMMEMNE,
iij
- _ ■ — m---- - T�
- -
------ 0
\ ■
ASPHALT ■ __� � ———— _ — — ■
■ I - - -- -- - — \�-� \
/ \AMP ■
0—s s — — ' s S 132ND ST
s
■
Q— ■ —c L J ■ (MINOR ARTERIAL)
---
■ 1B \ \ G ,
FR-01 \ ■
\\ '
........................... mum ■■■■■■■■■■■■■■F FR-02
NIUM
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
■■R■N■ 1�\ IN Room
■.■ ■r
\
0 FIRST SUBMITTAL ESM 08/30/17 SURVEYED:
SCALE:
VERTICAL1988
D1983/1991
1 SECOND SUBMITTAL ESM 11/15/17
M 9
1 ��
HOR ZONTAL. NAD
Jv9%
CITY OF
DOES N O TINCLUDE
DESIGNED:
2 THIRD SUBMITTAL ESM 01/03/18 DRAWN: PDG
� RENTON
'
A S— B U LT N E O R M AT O N
:
CHECKED:
ONE INCH
DATUM
AT FULL SCALE
Planning/Building/Public Works Dept.
IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED:
SCALE ACCORDINGLY
NOTES
1. ALL WATER SERVICES 1 " MINIMUM SIZE. (EVEN IF METER IS 3/4")
2. ALL METER BOXES 3/4" AND 1 " METERS MUST BE ARMOUR CAST
12"x24"18" WITH 2" A.R.M. HOLE.
3. ALL METER BOXES 1.5" AND 2" METERS MUST BE ARMOUR CAST
17"x30"x18" WITH 2" A.R.M. HOLE.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
EARLINGTON TOWNHOMES
WATER KEY MAP
UTILITY PERMIT #
01/23/18
FIELDBOOK:
PAGE:
DRAWING NO:
WA —KEY
SHEET: OF:
39 55
co
m
0
q-
0
0
U
Q
J
u�
H
W-397102
CY) J�
N
LEVEL ALL GROUND MIN. 3'
RADIUS. MAINTAIN MIN. 18" TO
20"BEHIND BACK OF CURB
/ 15' WATER
EASEMENT
V)
3-7-L.F., 8"0 D.I. W.M.
m ���// I' .
O m / STA.-+77. 4, 4.09' LT.
// / 1-8" BEND 5-
Z Mry / 1-coIrl / Klr/
' /
m r / / STA.=5+80.17, 4' LT. \
0 / 1-8"x6" TEE FL) I
�' %�1-6" GATE E (FLxMJ)
/�CONC. CKING
Z I /
0 0 1
r� U1 44
V �
J
6�
Ld
LLJ
1 30C
1 29-5
29C
1 28_5
1 27-5
27C
1 26-5
A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON
0 56
/ 4 8" GATE VALVES (FLxM, Lid
� N
.99
42 STA. 9- 07.24, 17.00' UI I
�
11 .00' LT. I 1-FARE HYDRANT ASS'Y.�2 7.98 .09 ----
_xFL)
50 2 O /E (FLxMJ, EY B a
<ING 28 L.F., 8"0 D.I. w.M. SEELSH ET ..............
55-
� CE f�ER OF CUL- DE -SAC - - =
STA 6+26.68, ROAD A WA-��
® - - -- -
TA. 71 +87.4 ALLEY ALLEY D
�- SEE SHEET r
j4 0 /
19 WA-03
0 N' O F 8"0 D.I. W.M.
\ I STA.=6+7E .32, 24.16' LT. 9j
/ ! 0 �11-FIRE HYDRANT ASS'Y. N 7.1 '
STA. =5+81.26, 12.09LT.
1-FIRE HYDRANT ASS'Y.
OL.F, 8"0 D.I. W.M.
STA.=5+88.69, 4.76' LT.
1-8"x8" TEE (FLxFL) e S , J 0•�
3-8" GATE VALVE (FLxMJ)
1 -CONC. BLOCKING -
_ _ 89 L. 8"0 D.I. W.M. �6-�F 8"0 D.I. W.M. G�8 5
/ 89.9 0 49.3' I
0 7+00
I 4--
0 0
� 5
ALLEY E
SEE SHEET WA-04
I II
-- I I I •
8"0 D.I. W.M.
93.9'
II I I 'i ROAD A
o pCL INT'X + I \
STA 8+dZ2A, ,-ROAD._AA^- -
�' - - , y5 -A. 31 +80.13� AL ALLEY & B
61:.
z 5 /4
' � ';'• 7+86.17, 17.�OT
J
STA.=6+78.32, 10.00' LT. --_ 1 ✓ HYDRANT
TA.=7+37. la, 7 LT. 41
i-v" 111i1 11LVC (1Lxiv1J) 1 �-1/�BEND Jx'MJ) ,,�
1 -CONC. BLOCKING '-CONC. LOCKING �' z
18 ALLEY C --
i
SEE SHEET _ 28 .69
ER
WA-03 '
.09 'L INT'X _ 40
TA 7+33.15, ROAD A
STA.51-61.35, ,4LLEY C, _D
' I 'L9 ,6S
17 � 27 � I 'I 39
- 1°500,
811 L.F. 8" 0 D.I. W.M.
9+00 79 5'
CI
STA.=9+07.24, 8.00' LT.
1L__1'1-8"x6" 'TEE FLxFL)
__L_" GAT
ALLEY A 1-C NC. LO ING _
SEE SHEET 29.5'
WA-OZ�� 8"0 D.I. W.M.
tj)
,It
Inn
I
nP
Olhok I
n
I
SCALE: 1 "=20' HORI;?.
1 "=5' VERT.
CONTOUR INTERVAL = 2'
)ROFILE 20 10 0 20 40
STA.=9+88.43, 8.00' LT.
1-8"x8" TEE (FLxFL)
2-8" GATE VALVES (FLxMJ)
1-8" GATE VALVES (FLxFL)
1-CONC. BLOCKING
CONNECT TO EX. 8" W.M. CONTRACTOR TO
VERIFY SIZE, DEPTH & LOCTION PRIOR TO
1 CONSTRUCTION AND NOTIFY ENGINEER OF ANY
\ DISCREPANCIES. SEE DETAIL ON SHEET WA-06
CONNECTION PER COR STANDARD PLAN 300.4
FINAL CONNECTION TO BE MADE BY CITY
PERSONNEL COORDINATE WITH CITY OF RENTON
FOR SHUTDOWN.
S
CL INT'X
STA 10+00.00, ROAD A
= STA. 2+87.79, S 132ND ST
M�
� I N 0co
T 1
b
c0 N O CID O N c0 c0 c0 CID c0 c0 -CO c0 rn c0 I� rn rn
Ln 0� Ln O r N r7 co r- 0� 00 O 0� 00N NO O I- O r-
O 00 M M 00 O N c0 00 O . N c0 co co c0 0)
Ln 00 Ln �`� a7 r, Ln Ln N� �M �O rn^ �^ 00r O
0) 0000 0000 0000 00 r, 111 r, M r N r O i 00 c0 O M O O Ln ^ Ln Ln Ln Ln r7 r7 rn r7
N N N N N N� N� N N^ Nt Nco Nt to NU) NU) NLO N� N� N� N NM NM NM NM N
N N N N N N N N N N N N N N N N N N N
30Q 285 1 285 260
EXISTING tPROPOSED / 1 EX. GROUND @ CL INT'X
R/W STA 8+82.24, ROAD A
W \ \ / I = STA. 31 +80.13, ALLEY A & B
ADDITIONAL R
/ I ELEV=245..94
295 280 280 255
1 I \
\ I _ EX. GROUND @ N. \
\hc CENTER OF CUL-DE-SAC 290 6 00q 275 2 8, .0 CL INT'X
i STA 6+26.68, ROAD A 0 STA 10+00.00, ROAD A
= STA. 71 +87,41 , ALLEY E � CL INT'X �!
ti! 3' MIN COVER = STA. 2+87.79,
ELEV=275.85 STA 7+33.15, ROAD A S 132ND ST
STA. 51 +63.755, ALLEY C & D (nP) ELEV=237.99
EX. GROUND @ 0 �� ELEV=266.70 \ PROPOSED GRADE @ �.
285 270 \ \ 270 245 ROADWAY FINAL SUBGRADE SHALL
BE ESTABLISHED AND COMPACTED
BEFORE EXCAVATION FOR
L \ \ \ \ PROPOSED
` INSTALLATION OF WATER MAINS IN
GRADE
FIRE HYDRANT 280 2 \� 265 240
ASS'Y \
\
FIRE HYDRANT
8" D.I. WATER INSIDE woo ASS'Y
14" DIAM. STEEL .00 ° 260
CASING. EXTEND
CASING MIN. 5' FROM II I
EACH SIDE OF FACE
OF RETAINING WALL
VERTICAL BENDS AND BLOCKING
REQUIRED WHERE JOINT
DEFLECTION EXCEEDS ONE HALF
OF THE PIPE MANUFACTURER'S
RECOMMENDED MAX DEFLECTION
PROPOSED GRADE @
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
6+00
Z-3-ZO20
255 PROPOSED SEWER
2651 250
7+00
CERTIFICATION FOR AS-BUILTS ONLY.
SEE APPROVED PLANS BY ESM CONSULTING ENGINEERS
DATED JANUARY 30, 2018, JOB #1938-001 -01 6.
AS -BUILT
PROPOSED J -%N
STORM
FIRE HYDRANT ASS'Y
235
5 230
250 225
ALL CUT OR FILL AREAS. (TYP.)
FIRE HYDRANT ASS'Y -
PIPE CROSSING:
PROPOSED 8" SD BOTTOM EL=233.91
PROPOSED 8" WATER TOP EL=233.41
FOR CLEARANCE LESS THAN 18" SEE NOTE
1 TO RIGHT
8+00 9+00
II �
I I
I I
1 1
SEE DETAI
TO RIGHT
1
I
IN COMPLIANC
0 FIRST SUBMITTAL
ESM
08/30/17
SURVEYED:
SCALE:
M f
1 =20
HORIZONTAL: D1988
7983/1991
DATUM
•
CITY OF
VR RENTON
vuli
Planning/Building/Public Works Dept.
1 SECOND SUBMITTAL
ESM
11/15/17
DESIGNED:
PDG
2 THIRD SUBMITTAL
ESM
01/03/18
DRAWN:
DCL,
ONE INCH
CHECKED:
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
N 0.
REVISION
BY
DATE
AP P R
APPROVED:
U
u�
H
NOTE:
00
r
O
1. A 6" THICK ETHAFOAM PAD TO BE
O
PLACED IN BETWEEN PIPES WHERE
O
260 MINIMUM PIPE SEPARATION OF 18"
CANNOT BE ACHIEVED.
2. AN INDIVIDUAL 1" PRESSURE
REDUCING VALVE (PRV) IS REQUIRED
..
DOWNSTREAM OF EACH DOMESTIC
255 WATER METER BECAUSE THE STATIC
WATER PRESSURE IS OVER 80 PSI
PER COR STANDARD PLAN 340.5.
3. DCVA REQUIRED BEHIND EACH METER
IF BUILDINGS ARE 3-STORY (TYPICAL
FOR ALL METERS.)
250
GATE VALVE FLxFL
12" SD
(C900 PVC OR 45' FLxMJ
245 D.I. PIPE) 12•
TOP EL=234.51
BOT EL=233.41-
240 TOP EL.E--232.
VERTICAL BLOCKS
PER STD PLAN NO.
45' MJxMJ 330.3 & 330.2
4-3/4" 8"0 SPOOL
SHACKLE RODS FL (2'f)
235 WATER PROFILE DETAIL
NOT TO SCALE
230
225
WITH CITY OF RENTON STANDARDS
EARLINGTON TOWNHOMES
WATER PLAN & PROFILE
UTILITY PERMIT #
01/23/18
FIELDBOOK:
PAGE:
DRAWING NO:
WA-01
[SHEET: OF:
40 55
W-397103
00
I
N
I
Z
0
Z
J
Q
Ld
23
Z--
N
N
35
1 L
/ I CTA
/ \1-8
1
/ \ 30 0
/ 12'
STA.=30+00.00, ALLEY A & B ' 24
END ROAD iMPROVMENTS
1 i
1" WATER SERVICE AND METER PER
COR STANDARD PLAN 320.1 (TYP.)
265
260
255
250
245
240
235
230
A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON n
ROAD A
SEE SHEET WA-01
_—\ i
STA. =33+57.20, ALLEY A &--Er.
/ END ROAD iMPROVEMENTs
ROAD A
SEE SHEET WA-01
00 NM LOM MrM CoM 0)rM CoM 0IM too U) �It NLO Ln^ NLO L �L �U) coW) IN In rn
r- LO PO O r- LO L O LO I'M L 00 � 0
co 00 00 00 I� 00 O O rn oa 00 00 00 ai O IIj 00
N N It N It N,* N I N� N Nil* N N It N It N It N It N It N't N It N It N N N N N
N N N N N N N N N N N N N N N N N N
CL INT'X
STA 31 +80.13, ALLEY A & B
STA. 8+82.24, ROAD A
\ \ EX. GROUND
1
PROPOSED GRADE @wmmmm
\ L
� -1.00% 1.50%
2.00%-2.0090
g"0 W.M.------------
PROPOSED STORM
PRO OSED SEWER
I
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
30+00
2 715 '
FSS�ONAL ENG�
Z-3-ZOZO
31 +00
CERTIFICATION FOR AS—BUILTS ONLY.
SEE APPROVED PLANS BY ESM CONSULTING ENGINEERS
DATED JANUARY 30, 2018, JOB #1938-001 —01 6.
AS -BUILT
0 FIRST SUBMITTAL
1 SECOND SUBMITTAL
2 THIRD SUBMITTAL
NO. I REVISION
32+00
ESM 08/30/17SURVEYED:
ESM 11/15/17 DESIGNED:
ESM 01/03/18 Pam°
DRAWN:
DCL CHECKED:
BY I DATE I APPR I APPROVED
33+00
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
Alf::��
DATU M
265
260
255
250
245
240
235
230
34+00
CITY OF
RENTON
V'R
vAz9v
Planning/Building/Public Works Dept.
SCALE: 1 "=20' HORIZ.
1 "=5' VERT.
CONTOUR INTERVAL = 2'
20 10 0 20 40
NOTE:
1. A 6" THICK ETHAFOAM PAD TO BE
PLACED IN BETWEEN PIPES WHERE
MINIMUM PIPE SEPARATION OF 18"
CANNOT BE ACHIEVED.
2. AN INDIVIDUAL 1" PRESSURE
REDUCING VALVE (PRV) IS REQUIRED
DOWNSTREAM OF EACH DOMESTIC
WATER METER BECAUSE THE STATIC
WATER PRESSURE IS OVER 80 PSI
PER COR STANDARD PLAN 340.5.
3. DCVA REQUIRED BEHIND EACH METER
IF BUILDINGS ARE 3-STORY (TYPICAL
FOR ALL METERS.)
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
EARLINGTON TOWNHOMES
WATER PLAN & PROFILE
UTILITY PERMIT #
01/23/18
FIELDBOOK:
PAGE:
DRAWING NO:
WA-02
[SHEET: OF:
41 55
• •
0
u�
H
Q
J
u�
H
Of
a_
W-397104
Z
0
!�
V
z
ry
Q
L
STA.=50+00.00, ALLEY C & D—/
END ROAD IMPROVEMENTS
1" WATER SERVICE AND METER PER I
COR STANDARD PLAN 320.1 (TYP.)
28
28
27
27
26
26
25
25
A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON n
ROAD A
SEE SHEET RD-01
ROAD A
SEE SHEET WA-01
5
N N N N N N co r- rM r- c0 c0 c0 c0 c0 c0 c0 CID
�M COS �� ^ O� OM Ln In04 O00O� 0 �M N � N ��
00 � OO 0 � N �
17 ',00 00� O � O O� (3(.0) (3)� O CD r7 r7 N I
O(D (D(D �� O� OOO(0 O(0 O� O� �� ^ �^ r- CID �� �� r-
N N(D N N (D (D N (D N N N CID N N CIDN N CID N (0N N (0N N CIDN� N N� N N N N N N N N N N N N CID N N
CID N
N N
5
CL INT'X
STA 51 +63.35, ALLEY C & D
= STA. 7+33.15, ROAD A
ELEV=266.70
0
EX. GROUND
5
� J
PROPOSED GRADE @ — 3' MIN 3.00%
COVER
—1.00% / 2-00% 2.0090
0
Li
PROPOSED STORM
I
PROPOSED SEWER
0
50+00
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
2-3-2020
51 +00
CERTIFICATION FOR AS—BUILTS ONLY.
SEE APPROVED PLANS BY ESM CONSULTING ENGINEERS
DATED JANUARY 30, 2018, JOB #1938-001 —01 6.
AS -BUILT
0 FIRST SUBMITTAL
1 SECOND SUBMITTAL
2 THIRD SUBMITTAL
NO. I REVISION
52+00
ESM 08/30/17 SURVEYED:
ESM 11/15/17 DESIGNED:
ESM 01/03/18 PDG
DRAWN:
CHECKED:
BY I DATE I A P P R I APPROVED
53+00
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
O� \
STA.=53+38.29, 5.00' LT.
1-8" END CAP (MJ)
W/2" BLOW OFFF ASS'Y V ��
1-GONG. BLO CKI NG
STA.=53+40.79, ALLEY C & D
END ROAD IMPROVEMENTS
285
275
270
265
260
255
250
53+60
•
CITY OF
RENTON
Planning/Building/Public Works Dept.
SCALE: 1 "=20' HORIZ.
1 "=5' VERT.
CONTOUR INTERVAL = 2'
NONNI
20 10 0 20 40
1. A 6" THICK ETHAFOAM PAD TO BE
PLACED IN BETWEEN PIPES WHERE
MINIMUM PIPE SEPARATION OF 18"
CANNOT BE ACHIEVED.
2. AN INDIVIDUAL 1" PRESSURE
REDUCING VALVE (PRV) IS REQUIRED
DOWNSTREAM OF EACH DOMESTIC
WATER METER BECAUSE THE STATIC
WATER PRESSURE IS OVER 80 PSI
PER COR STANDARD PLAN 340.5.
3. DCVA REQUIRED BEHIND EACH METER
IF BUILDINGS ARE 3—STORY (TYPICAL
FOR ALL METERS.)
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
EARLINGTON TOWNHOMES
WATER PLAN & PROFILE
UTILITY PERMIT #
01/23/18
FIELDBOOK:
PAGE:
DRAWING NO:
WA-03
SHEET: OF:
42 55
0
0
0
0
0
0
0
a_
W-397105
Z
L,
I� A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON
SEE SHEET WA-05 FOR CONTINUATION
M
1-00
2 0011 3 4 5
STA. 0+02.50, 5.00' LT. \ \
ND CAP (MJ) L- I \
W 2" LOW OFFF ASS Y I \
1 /CO C. BI OCKING I
I �
'fC� 8"0 D.I. W.M.
�I 178.4'
W I� 292
r7i - Li '14 t 1 0
V/
9� o : \
\ +00 \\
0 r I ALLEY E
Z STA.=70+00.00, ALLEY E 24' _20'
END OF ROAD IMPROVEMENTS - F I , 26In
, \ \\ \
0 1 " WATER SERVICE AND METER PER 1" WATER METER SERVICE
~ COR STANDARD PLAN 320.1 (TYP.) ARMOUR CAST 12x24x(8 / �� \-�` �\
WITH 2" A.R.M. HOLE TYP.) -\ -� \
h 7 8 9 10 11 - - - \
I
\ o Q
Ld u \CENTE n� ^I_II -DcE-
LL.I �. S 7. Er A\V A
ROAD A \ � <
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
300
295
290
285
280
275
270
265
O
O N
o 'q-
O6
+ 00
O N
n
II II
H
(N W
12 13 14 15 16 17 18 ROAD A 19 20 21 22
qFF gHFFT WA—nl
04
O It
00 It
CO It
1`0r-
N �
I� � n O 00
'.4-
0000
'q-
00 00
0000
N
0000
No;
00 ^
n
00 ^
N
00 �
I' O
r- �
N N
N N
N
N
N
N
N N
N N
N N
N N N N N
PROPOSED GRADE
PROPOSED SEWER
CENTER OF CUL-DE-SAC
STA 71 +87.41 , ALLEY E
= STA. 6+26.68, ROAD A
ELEV=275.85
O
O
N
N
+
0) � N
n 00
N M o' EX. GROUND
3' MIN
II + + �
�
II
COVER
r- � 00
II II
Oo
N
+Ui
�_ Q ��
N
as
NLQ Ld II
II
cn
w
\
.5 % a
a
71 +00
CERTIFICATION FOR AS—BUILTS ONLY.
�.•S. A. , SEE APPROVED PLANS BY ESM CONSULTING ENGINEERS
:.�� ° ti '• DATED JANUARY 30, 2018, JOB #1938-001 —01 6. 0 FIRST SUBMITTAL
�P 1 SECOND SUBMITTAL
2 THIRD SUBMITTAL
2 715R��•. Q7 AS -BUILT
�FSS/ONAL
6-S-1--70I15 NO. REVISION
PROPOSED STORM
72+00
ESM 08/30/17 SURVEYED:
ESM 11/15/17 DESIGNED:
ESM 01/03/18 PDG
DRAWN:
CHECKED:
BY I DATE I APPR I APPROVED
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
300
295
290
285
275
270
265
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
•
CITY OF
qq RENTON
Planning/Building/Public Works Dept.
n
SCALE: 1 "=20' HORIZ.
1 "=5' VERT.
CONTOUR INTERVAL = 2'
20 10 0 20 40
1. A 6" THICK ETHAFOAM PAD TO BE
PLACED IN BETWEEN PIPES WHERE
MINIMUM PIPE SEPARATION OF 18"
CANNOT BE ACHIEVED.
2. AN INDIVIDUAL 1" PRESSURE
REDUCING VALVE (PRV) IS REQUIRED
DOWNSTREAM OF EACH DOMESTIC
WATER METER BECAUSE THE STATIC
WATER PRESSURE IS OVER 80 PSI
PER COR STANDARD PLAN 340.5.
3. DCVA REQUIRED BEHIND EACH METER
IF BUILDINGS ARE 3-STORY (TYPICAL
FOR ALL METERS.)
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
EARLINGTON TOWNHOMES
WATER PLAN & PROFILE
UTILITY PERMIT #
01/23/18
FIELDBOOK:
PAGE:
DRAWING NO:
WA-04
SHEET: OF:
43 55
0
u�
H
Q
J
u�
H
a_
W— 39 7106
z
0
z
ryN�
Q
Ld
Z
U_
CL INT'X
STA 4+65.1 1 , RENTON AVE S
= STA. 26+29.81 , S 130TH ST
STA.=4+36.34, 8.19' RT.
1-811x8" TEE (FLxFL)
3-8" SLEEVES (MJxMJ)
3-8" GATE VALVES (FLxMJ)
1-CONC. BLOCKING
CONNECT TO EX. 8" W.M. CONTRACTOR TO
VERIFY SIZE, DEPTH & LOCTION PRIOR TO
CONSTRUCTION AND NOTIFY ENGINEER OF
ANY DISCREPANCIES. CONNECTION PER COR
STANDARD PLAN 300.4. FINAL CONNECTION TO
BE MADE BY CITY PERSONNEL COORDINATE
WITH CITY OF RENTON FOR SHUTDOWN.
/
A PORTION OF THE NE 1/4 OF SEC 13, TWP 23 N., RGE 4 E, W.M., KING COUNTY, WASHINGTON
i
� J
- p C
D D
� D �
—1 1 1 1 1
D / 1—
--_.I 1 -STA.=7+74.88, 22.00' RT.
322.5' 1-8"x8" TEE (FLxFL)
1 / 23-L.F., 8"0 D.I. W.M. / 3-8" GATE VALVES ('FLxMJ) /
SAWCUT PAVING AS REQUIRED. W/4' MIN. COVER / — RENTON AVE S 1-8" PLUG (MJ)
RESTORE TRENCH TO CITY OF 7+00 2-CONC. BLOCKING
RENTON STANDARDS. REPAIR — 6+00 I _ _ 8 00
I
_STRIPING AS NECESSARY I
--- / 22' ---- -- — — — --
------------------— — — — — — — — — — — — — — — — — —
��\\ - --- —_------------------- 1----------
18 7 --
32C
315
31C
305
30C
295
29C
my
_ 6=7'28,39' R=2044.36 L=266.81 _ -
--- �F 8" 0 D.I. W.M. —
W/3' MIN. COVER
J — —
® - 6
STA. * BEN 30, xMi) RT.el\ 9,
11-45' BEND (MJxMJ)
1-GONG. BLOCKING
/ / ti° \ 2-
�� ' \
/ �� � � �, • � TRACT �X�< 5
�
4+00
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
N O
r�
q�
r
rl�
�
—
00
L0
N
00
Ln
N
0)
Ln
N
O 0)
Il-
(0
In
r7
N
6
00
r�
6
4
r-
O
6
O
O
O
O
O
O
O
rn
rn
rn
rn
0')
0)
0)
0)
00
ro ro
ro
ro
r7
1`7
r7
M
041
041
N
N
N
N
N
N
N
CL INT'X
STA 4+65.1 1 , RENTON AVE S
= STA. 26+29.81 , S 130TH ST
3' MIN
COVER
EX. GROUND @ �
EX. STORM DRAINAGE
�P
�•.� p� 2 715
FSS�ONAL ENG\
2-3-ZO20
5+00
CERTIFICATION FOR AS-BUILTS ONLY.
SEE APPROVED PLANS BY ESM CONSULTING ENGINEERS
DATED JANUARY 30, 2018, JOB #1938-001 -01 6.
AS -BUILT
6+00
0 FIRST SUBMITTAL
1 SECOND SUBMITTAL
2 THIRD SUBMITTAL
NO. I REVISION
7+00
ESM 08/30/171 SURVEYED:
ESM 11/15/17 DESIGNED:
ESM 01/03/18 PDG
DRAWN: ffC11
CHECKED:
`
BY I DATE I APPR I APPROVED
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
ROAD A
SEE SHEET WA-01
Lq
O
00
N
to-remeff
•
CITY OF
RENTON
V'R
VX,9v
Planning/Building/Public Works Dept.
Q
SCALE: 1 "=20' HORIZ.
1 "=5' VERT.
CONTOUR INTERVAL = 2'
20 10 0 20 40
UTILITY CROSSING TABLE
N=180397.48
E=12951 65.71
1O PROPOSED 12" 0 SD BOTTOM=291 .04
PROPOSED 8" 0 WA TOP=290.54
320 CLEARANCE=0.50'
315
310
305
300
295
290
285
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
EARLINGTON TOWNHOMES
WATER PLAN & PROFILE
UTILITY PERMIT #
01/03/18
FIELDBOOK:
PAGE:
DRAWING NO:
WA-05
SHEET: � °F55
0
0
0
0
Q
J
ry
a_
W-397107
C /
5W
L
0
Z
0
I-
WATER PLAN GENERAL NOTES Standard Plan No. 300
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS
AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION
IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR
AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION.
2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL
CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION.
3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND
"CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIORTO BRINGING ANY
MATERIALS ON -SITE.
4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C
104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS
PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE,
POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS.
5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS
AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES.
ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR,
THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER.
PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH
BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BYTHE MODIFIED PROCTORTEST
METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED
AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD.
6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF
RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS
AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAYBE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO
CONCRETE BLOCKING.
7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIORTO BEING FLUSHED,
DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE
SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS,
CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT/ BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO
CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL
THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING.
8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING
PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING
THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED,
AND THEN WATER SAMPLES SHALL BETAKEN FOR PURITY TESTING BYTHE PUBLIC WORKS INSPECTOR.
9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING
DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER
MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR
THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND
ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE
CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION.
��Y O STD. PLAN - 300.0
PUBLIC WORKS WATER PLAN GENERAL NOTES
DEPARTMENT
MARCH 2O10
Ell
11-1/4' BEND 22-1/2' BEND 45" BEND
CAP
TEE 90° BEND
THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS
SOIL
FIRM SILT
FIRM SILTY SAND
COMPACT SAND
COMPACT SAND & GRAVEL
90'
45- BEND
11 1/4'
90'
45• BEND
11 1/4'
90'
45• BEND
11 1/4'
FITTING
BEND
TEE
CAP OR PLUG
& 22 1/2'
BEND
TEE
CAP OR PLUG
& 22 1/2'
BEND
TEE
CAP OR PLUG
& 22 1/2'
BEND
BEND
BEND
4"
7.0
4.2
4.2
1.7
2.9
2.1
2.1
1.0
2.2
1.6�14O
1.0
6"
13.3
9.4
9.4
3.8
6.7
4.7
4.7
1.9
5.0
3.51.4
8
23.3
16.7
16.7
6.7
11.7
8.4
8.4
3.4
8.8
6.32.5
12"
53.0
37.5
37.5
15.0
26.5
18.8
18.8
7.5
20.0
14.05.6
AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-0' MIN. COVER FOR WATERMAIN LESS THAN 12".
4'-0" MIN. COVER FOR WATERMAIN 12" OR GREATER.
MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH
MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0'
iRUST BLOCK BEARING
REA REFERS TO THE
10E OF BLOCK MEASURED
IN SQUARE FEET
NOTES:
1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES
DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER.
2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND.
3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING
SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH.
4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2•).
5. BLOCKING AGAINST FITTINGS 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.
PUBLIC WORK CONCRETE BLOCKING FOR STD. PLAN - 330.2
DEPARTMENT HORIZONTAL AND DOWNWARD
VERTICAL BENDS MARCH 2O10
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
EXISTING WATER LINE
TESTING DETAIL
* t8 FT
PLAN VIEW
NEW WATER LINE
VERTICAL CROSS(MJxFL) FOR POLYPIGGING
ONE BLIND FLANGE ON TOP WITH 2'TAP & 2'PLUG
ONE BLND FLANGE ON BOTTOM
ONE (MJ) PLUG WITH 2' TAP & 2' TEMPORARY BLOW-DFF
TEMPORARY BLOCK
CUT -IN (BY CITY FORCES)
TEE <FLxFL) W/ CONC. BLOCK
3- GATE VALVES (FLxMJ)
2- SOLID SLEEVES (MJ) OR RO-MAC COUPLINGS
1- PLUG (MJ) W/2'TAP & TEMP. BLOW -OFF
TEMP, BLOCK
EXISTING WATER LINE
EXISTING WATER LINE
FINAL CONNECTION DETAIL
AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION,
REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT
WITH SLEEVE (MJ) & D.I. SPOOLS
FINAL CONNECTION BY CITY FORCES
XISTING WATER LINE
-
PUBLIC WORKS CONNECTION TO WATER MAIN STD. PLAN 300.4
DEPARTMENT CUT IN -LINE TEE & THREE VALVES
WATER MAIN
2" CLOSE NIPPLE I
2" 90' ELBOW -
CONCRETE BLOCKING
IF ADDITIONAL ADJUSTMENT IS
REQUIRED, INSTALL 2-2" CLOSE
NIPPLE AND 2-2" 90' BEND, SCREWED
AT THIS POINT. FIELD LOCATE PLASTIC METER BOX IN
PLANTER OR CAST IRON BOX IN PAVED
OR CONCRETE AREAS.
2" CLOSE NIPPLE
2" 90' ELBOW
2" GALVANIZED PIPE AS REQUIRED
PLAN
VALVE NUT EXTENSION AS REQUIRED
TWO PIECE CAST IRON VALVE (SEE DWG BR46 / PAGE B090)
EQUAL TO OLYMPIC FOUNDRY CO. GROUND LINE/ CONCRETE SIDEWALK
STANDARD 8" TOP SECTION, 6" MAX. ` A
WITH REGULAR BASE SECTION
LENGTH TO FIT.
2" RESILIENT SEATED
GATE VALVE, SCREWED
2" GALVANIZED
PIPE 12" LONG
2" CLOSE NIPPLE
BETWEEN CAP OR PLUG
AND 2" 90' ELBOW
_
°o ".° °° o °e
�`�
INSTgJLL 4 MIL POLYETHYLENE o oa: s° ° a
18 MAX. 00- ' 0
PLASTIC COVER OVER WASHED
0o4
GRAVEL. CUT HOLE FOR PIPE
�o •o°0o00
,00 o
10 CU. FT. WASHED GRAVEL PASSING
1-1/2" AND RETAINED ON 1/4" MESH
FOR DRAIN
DOES NOT NCEUDE
ASBU ET NEORMAT ON
ELEVATION
2 1/2" NST (HOSE)
AND 2 1/2" FNST
CAP WITH GASKET
2"x2%2" TEE AND 2" CAP
2" CLOSE NIPPLE BEWTEEN TEE
AND 90' ELBOW.
2" 90' ELBOW
PUBLIC WORKS 2" BLOW -OFF STD. PLAN - 340.1
DEPARTMENT PERMANENT ASSEMBLY
MARCH 2O10
0 FIRST SUBMITTAL
1 SECOND SUBMITTAL
2 THIRD SUBMITTAL
NO. I REVISION
FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-511D OR
COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER
SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL
JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2"
HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER
CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR,
4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS
STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE
PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR
APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS
DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
BE USED IF REQUIRED.
MIN. 18" TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
3' SIDEWALK THAT IS ADJACENT TO
CURB
4.875" x 5" STORZ
5'x5'x6" THICK CONCRETE PAD AROUND
HYDRANT. FINISH TO MATCH SIDEWALK.
0o EXPANSION JOINT AT
2"-1 CI
OF SIDEWALK
�CONCRETE SIDEWALK
OR PLANTING STRIP
36" MIN
COVER
CONCRETE J
THRUST BLOCK
16" x 8" x 4" MININUM
CONCRETE BEARING
BLOCK UNDER HYDRANT
1
�6
CUT
TWO-PIECE CAST IRON VALVE BOX WITH LUG
TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
STANDARD 8" TOP SECTION WITH REGULAR BASE
SECTION LENGTH TO FIT. VALVE NUT EXTENSION
AS REQUIRED.
RAISED PAVEMENT MARKER TYPE 88-A
STIMSONITE TWO-WAY BLUE REFLECTIVE
CONCRETE BLOCKING
MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET.
6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
6 DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT
2-3/4" COR-TEN STEEL TIE RODS.
1/2 YARD OF 1-1/4" WASHED DRAIN ROCK
1' ABOVE BOOT FLANGE. PLACE 8 MIL
POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL.
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND
MIN 3' RADIUS
6" CONCRETE PAD
ONE MAN ROCK-
1
6p
LEVEL ALL GROUND
MIN 3' RADIUS
6" CONCRETE PAD
FI LL
HYDRANT LOCATION IN CUT OR FILL
`S Y
+ + PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1
DEPARTMENT
INSIDE HOUSE
PREFERRED CONFIGURATION
�y) 5
0
2
3 10 8 10 4 2
FLOW
ADJACENT TO WATER METER
PROPERTY
LINE
SAWDUST
5
6 9 5
FILL
7
24" MIN
•
7
6"
1
FROM
WATER
TYP .:t° :::.,
::r
METER
1 103
10 8 10
4 I
O2
FLOW
2
FOR 3/4" AND 1" SERVICE (3/4" SHOWN)
#
ITEM
AMT
1
90' GALVANIZED STEEL ELBOW
4 EA.
2
3/4" PACKING JOINT COUPLING W/MALE IRON PIPE
2 EA.
THREAD FOR COPPER PIPE SERVICE: FORD C84-33 OR
EQUIVALENT FOR GALVANIZED PIPE SERVICE:FORD C85-33
OR EQUIVALENT
3
PRESSURE REDUCING VALVE W/STRAINER - 3/4"
1 EA.
WITH UNION COUPLINGS AT INLET AND OUTLET,
WILKINS 600 SERIES OR EQUAL (WITH INTERNAL BYPASS
AND STRAINER)
4
3/4" CLOSE UNION - BRASS (M X F)
1 EA.
5
3/4" BRASS VALVE
VARIABLE
6
12" STANDARD METER BOX W/SOLID COVER
1 EA.
CONCRETE: 17 1/4 X 28 5/8 INSIDE DIMENSIONS, EQUAL TO
FOG TITE METER SEAL CO. +2 PLASTIC: 13 X 24 j INSIDE
DIMENSIONS, EQUAL TO BROOKS METER BOX
7
3/4" GALVANIZED STEEL PIPE, THREADED, LENGTH AS
VARIABLE
REQUIRED
8
3/4" X 1/4" X 3/4" STD. BRASS TEE
1 EA.
9
1/4" PETCOCK (M X F)
1 EA.
10
3/4" BRASS NIPPLE
VARIABLE
FUNCTION
THE FUNCTION OF A PRESSURE REDUCING VALVE IS TO REDUCE
HIGH-WATER PRESSURES IN THE SERVICE CONNECTION TO AN
ACCEPTABLE RANGE OF 55 TO 75 PSI INSTALLATION OF A
PRESSURE REDUCING VALVE IS REQUIRED WHERE THE SERVICE
CONNECTION PRESSURE EXCEEDS 80 POUNDS PER SQUARE INCH
IN ACCORDANCE TO THE UNIFORM PLUMBING CODE.
INSTALLATION
THE PRESSURE REDUCING VALVE SHALL BE LOCATED ON
THE CUSTOMER'S PROPERTY "DOWNSTREAM" OF THE
METER BOX. RESPONSIBILITY FOR PROPER INSTALLATION,
OPERATION, AND MAINTENANCE OF THE VALVE SHALL BE
ASSUMED BY THE CUSTOMER. THREE POSSIBLE
CONFIGURA11ONS FOR INSTALLATION OF THE VALVE ARE
SHOWN ABOVE. A BUILDING DEPARTMENT PLUMBING
PERMIT IS REQUIRED PRIOR TO INSTALLATION
+ PUBLIC WORKS 34" & 1" INDIVIDUAL PRESSURE REDUCING STD. PLAN - 340.5
DEPARTMENT VALVE ASSEMBLY
N gyp$ MARCH 2O10
ESM 08/30/17 SURVEYED:
ESM 11/15/17 DESIGNED:
ESM 01/03/18 PDG
DRAWN:
DCL
CHECKED:
BY I DATE I APPR I APPROVED
SCALE:
NITS
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
13N24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC,
INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE
IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS,
INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE
FOR TOUCHREAD PIT LID (SEE DETAIL A -A)
9" MIN
12" MAX
FINISH GRADE
L `✓ a w )
0
36" MIN1 COVER, N M U
CITY
PRIVATE
PIPING
PIPING
IIN UNIMPROVED RIGHT OF
WAY INSTALL METER BOX AT
PROPERTY LINE WITH 12"
w LONG COPPER TAILPIECE.
w
a I SIDEWALK
a
TOUCHREAD WATER
METER TO BE
12
SUPPLIED BYTHE
¢ 0
CITY
TYPE "K"
SOFT
o
COPPER TUBING
NEW DUCTILE
IRON
WATERMAIN
IF SERVICE LINE TO HOUSE IS 3/4" OR 1"
TO BE INSTALLED IN THE FUTURE GALVANIZED
INSTALL FORD C14-33 OR 44 FIPT PLUG
x COMPRESSION COUPLING
LOOP DOWN TO CENTERLINE
OF WATER MAIN TO
PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8"x3/4" METER: FORD
SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WCQQ33, OR
MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK VALVE ON OUTLET
CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR
TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-B-2470-2
(3/4" FB1000-3-Q) OR AY MCDONALD 4701E BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
(1" FB1000-4-Q) OR AY MCDONALD 4701E INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE WITH QUICK JOINT.
NOTE:
ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH SIDES OF METER BOX.
A- A DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC
METER READ) TOUCHREAD DEVICE
L 2-1/2" MIN. FROM NEAREST
AND FRONT EDGE OF PIT LID
TYPICAL
RIB
NOTE:
THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE
NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN
ONE RIB.
f1UBLIC WORKS 34" AND 1" WATER SERVICE STD. PLAN - 320.1
+ � �
.r T�np,M1,F?TA,T1G'1"TT
• C TY 0E
UR
RENTON
V439•
Planning/Building/Public Works Dept.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
EARLINGTON TOWNHOMES
WATER DETAILS & NOTES
UTILITY PERMIT #
01/03/18
FIELDBOOK:
PAGE:
DRAWING NO:
WA-06
SHEET: OF:
�fd
45 55
U
D
u0
u-
W-397108