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SE 7 /4 OF THE N/W 7 /4, SEC. 10, TWP. 23 N., RGE. 5 E., W.M.
FIND 4"X4" CONC.
MON WITH
FIND 4"X4"
CONC. MON WITH 2" BRASS DISC LOCATED
7-21 -20 FIND 4"X4" CONC.
MON WITH
2" BRASS
DISC LOCATED
2" BRASS DISC LOCATED
7-21-ED
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7-21-20
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89°51 03 E 130.00
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BRASS DISC LOCATED 7-21-20
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N FOUND MON IN CASE
1 1 /2" BRASS DISK
WITH PUNCH MARK CALC CTR OF
CITY OF RENTON #1848 SECTION NOT FND
00 N: 1 83691 .4502
E: 1 31 1 377.410 __
0 - -
I FOUND MON IN CASE
2" BRASS DISK WITH
PUNCH MARK
CITY OF RENTON #1849
N: 183615.5055
E: 1313987.638
HORIZONTAL CONTROL DIAGRAM.
1" = 60'
CONDITIONS OFAPPROVAL
0
I�
ILO
00 30' 0
0
THE HARDY SHORT PLAT, F/LE NO.. LUA21-000169, SHPL-A, AS DEPICTED /N EXHIBIT 2, IS APPROVED AND /S SUBJECT TO THE FOLLOWING
CONDITIONS.-
1. THE APPLICANT SHALL SUBMIT A REVISED SHORT PLAT LA POUT W/TH THE C/V/L CONSTRUCAON PERMIT APPL/CAT/ON THAT PROVIDES TRACT A
WITH A W/OTH OF 24.5 FEET THAT WOULD INCLUDE 16-FOOT W/DE PAINED DRIVf'AA Y, A 6-INCH INERT/CAL CURB, AND 8-FOOT WIDE PLANTER
STRIP AND TO PROVIDE LOT 2 W/TH A WIDTH OF 61 FEET. THE REVISED SHORT PLAT LA POUT SHALL BE REVIEWED AND APPROVED BY THE
CURRENT PLANNING PROJECT MANAGER PR/OR TO PERM/T ISSUANCE.
2. A DENOL/T/ON PERMIT SHALL BE OBTAINED AND THE REMOVAL OF EX/SANG STRUC7URES AND ALL REWIRED INSPECTORS BE COMPLETED PR/OR
TO THE RECORDING OF THE SHORT PLAT.
3. A DETAILED LANDSCAPE PLAN SHALL BE PROVIDED AT THE AUE OF CONSTRUCT/ON PERM/T REVIEW. THE DETAILED LANDSCAPE PLAN SHALL
INCLUDE AN 8-FOOT WIDE LANDSCAPE STRIP WITH TREES, SHRUBS AND GROUNDCOW_R BETWEEN THE SHARED DRIVf'HA Y AND SOUTH PROPERTY
LINE ALONG THE FULL LENGTH OF THE SHARED DR/VEW,4 Y TRACT (TRACT A) THE LANDSCAPE STRIP BETWEEN THE SHARED DR/VEWA Y AND
SOUTH PROPERTY LINE SHALL BE SEPARA TED WITH A VERACAL CURB. A TOTAL OF 2 TREES SHALL BE PROVIDED W/TH/N THE FRONT YARD OF
LOT 1. STREET TREES SHALL BE SELECTED FROM THE CITYS APPROVED STREET LIST AND SPACING GUIDELINES OR OTHERWISE APPROVED BY THE
CITY ARBOR/ST. THE DETAILED LANDSCAPE PLAN SHALL BE SUBMITTED WITH THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND
APPROVAL.
4. A FINAL TREE RETENAON PLAN SHALL BE SUBMITTED AT THE AME OF CONSTRUCAON PERMIT REVIEW. THE FINAL TREE RETENAON PLAN SHALL
INCLUDE TREE PROTECTION MEASURES, FOR TREES TO BE RETAINED ON AND OFF SITE, THE BE IMPLEMENTED DURING CONSTRUCAON OF THE
SHORT PLAT AND THE FUTURE HOME IN ACCORDANCE WITH RUC 4-4-130H.9. THE FINAL TREE PROTECTON PLAN SHALL BE SUBMITTED TO THE
CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL PR/OR TO PERMIT ISSUANCE.
5. AN ARBOR/ST SHALL BE PRESENT ONS/TE DURING THE INS TALLA AON OF THE STORM L/NE TO ENSURE PRO TECTON OF ON AND OFF S/TE TREES
DURING CONSTRUCAON.
6. DR/VEWA Y ACCESS FOR LOT 2 SHALL BE PROVIDED OFF OF THE SHARED DRIVEWA Y TRACT (TRACT A) A NOTE TO THIS EFFECT SHALL BE SHOWN
ON THE FINAL SHORT PLAT SUBMITTAL TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER AND RECORDED ON THE
FACE OF THE FINAL SHORT PLA T.
7. A SHARED MAINTENANCE AGREEMENT SHALL BE ESTABL/SHED FOR THE MAINTENANCE OF COMMON /UPROVEUENTS WITH/N THE SUBD/V/S/ON,
INCLUDING, BUT NOT L/U/TED TO THE STORMWATER FACILITY AND SHARED DRIVEWAY TRACT (TRACT A) A NOTE TO THIS EFFECT SHALL BE
RECORDED ON THE FACE OF THE SHORT PLAT.
8. BOTH HOMES SHALL BE CONSTRUCTED WITH APPROVED FIRE SPRINKLER SYSTEMS. A NOTE TO THIS EFFECT SHALL BE SHOWN ON THE FINAL
SHORT PLAT SUBMITTAL TO SE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER AND RECORDED ON THE FACE OF THE
FINAL SHORT PLAT.
9. THE FRONT ENTRY FOR THE NEW HOME TO BE CONSTRUCTED ON PROPOSED LOT 2 SHALL BE REQUIRED TO FACE TO THE EAST TO F/ELD
A VE NE.
C
RT
ClVIL CONSTRUCT/ON PERM/T
r'/TY nF RFIV TnA1 W,4 SH/lVn TnIV
RECORD DRA WINGS
SITE INFORMA T/ON
ADDRESS.• 857 FIELD A Vf- NE, RENTON WA 98059
PARCEL NO. 1437650040
PROPERTY OWNER- ALEXANDER WENZL
SITE INFORMA TION
✓UR/SD/CT/ON.-
PARCEL NUMBERS -
GROSS SITE AREA:
EX/STING ZONING:
VOLUME
PROPOSED NUMBER OF LOTS
PROPOSED SQUARE FOOTAGE /N
EACH LOT
SQUARE FOOTAGE OF LAND /N STREET
AND OPEN SPACE
SQUARE FOOTAGE OF LAND /N
PUBL/CL Y DEDICATED STREET
SQUARE FOOTAGE OF LAND /N
PR/VA TE ACCESS EASEMENT/TRACT
DENSITY PROPOSED AND DENSITY
PERMITTED BY CODE
CITY OF RENTON
14.37650040
15,130 SF (0.35 AC)
R-8
CUT 90 CY
FILL J40 CY
NET 250 CY (CUT)
2
LOT 1 7,565 SF
LOT 2 5,264 SF
2,277 SF
170 SF
2,132 SF
GROSS DENSITY 5.76 DU/AC (2 LOTS/0.347 AC)
NET DENSITY 5.86 DU/AC (2 LOTS/0.341 AC)
BASIS OF BEARINGS
BASIS OF BEARINGS /S NAD83191 (CITY OF RENTON)
NA VD 88
LEGAL DESCRIPTION
LOT 4, CASTLEWOOD RANCHETTES, ACCORDING TO THE PLAT THEREFORE RECORDED /N
VOLUME 129 OF PLATS, PAGE 13, IN KING COUNTY, WASH/NGTON
BENCHMARK
SOURCE • GPS OBSERVA AON NORTH ZONE
DA TUM.• NA VD88
C/TY OF RENTON CONTROL POINT 1848 1 1/2" BRASS DISC W/TH PUNCH MARK ON A 4'X4"
CONCRETE POST DOWN 0.4' IN CASE AT THE CONSTRUCTED INTERSECT/ON OF NE 87H COURT AND
UN/ON A Vf-NUE NE
BENCHMARK 'A "
SET PK 13.0'f/- EAST OF NORTHEAST CORNER OF SUBJECT PROPERTY.
ELEVA T/ON = 472.18 FEET
BENCHMARK 19"'
SET PK 8.0'f/- NORTH AND 14.0'4/- EAST OF THE SOUTHEAST CORNER OF SUBJECT PROPERTY.
ELEVA AON = 471.81 FEET
SURVEYOR'S NOTES
1. INS TRUMENTA T/ON FOR THIS SURVf Y WAS A TOPCON 1 SECOND TOTAL STA T/ON AND A
SPECTRA SP80 DPS UNIT. PROCEDURES USED /N THIS SURVEY WERE FIELD TRAVERSE,
MEETING OR EXCEED/NG STANDARDS SET BY HA 332-130-090.
2. THE /NFORUA AON DEPICTED ON THIS MAP REPRESENTS THE RESUL TS OF A SURVf-Y MADE
IN ✓UL Y, 2020, AND SHOWS THE GENERAL CONDITION EXISTING AT THAT AUE.
3. CONTOURS DERtVf-D FROM FIELD OBSERVATIONS.
4. THE UNDERGROUND UAL/AES SHOWN HERON ARE BASED UPON PA/NTUARKS AND F/ELD
OBSERVATIONS AND ARE NOT GUARANTEED TO BE CORRECT, NOR ALL /NCLUSIVf. ALL
UAL/AES MUST BE VfR/F/ED PR/OR TO CONSTRUCT/ON. CALL 1- 800- 424 - 5555 FOR
UAL/TY LOCATORS.
DESIGN STANDARDS
M/N LOT AREA:
5, 000 SF (ONE LOT MA Y BE 4,500 SF)
M/N LOT W/D171-
50' 60' CORNER
M/N LOT D6,0N.-
80'
FRONT SETBACK.•
20' (SECONDARY FRONT YARD 15)
SIDE YARD SETBACK-
5'
REAR YARD SETBACK-
20'
MAX HEIGHT
30'
MAX IMPERVIOUS-
659
MAX BLDG. COVERAGE.'
509
UTILITY CONTACTS
ELECTRICITY/NATURAL GAS.•
PUGET SOUND ENERGY
P 0 BOX 97034
BELLEV!Jf,, WASHINGTON 98009
1-800-.321-7890
WATER.•
KING COUNTY WA TER D/STR/CT 190
15606 SE 128TH STREET
RENTON, WASHINGTON 98059
425-255-9600
CABLE
COUCAST
14870 NE 95TH STREET
REDMOND, WASHINGTON 98052
1-877-824-2288
TESC SUPERVISOR
T.B.D.
SHEET INDEX
C/VlL PLANS.•
C1. 01
ATLE SHEET / HORIZONTAL & VERACAL CONTROL PLAN
C1.02
SITE & COMPOSITE UTILITY PLAN
C2.01
TEMPORARY EROSION & SEDIMENT CONTROL PLAN
C2.31
TEMPORARY EROSION & SEDIMENT CONTROL DETAILS & NOTES
C3 01
ROAD & GRADING PLAN
C3.31
ROAD DETAILS
C4.01
UALITY PLAN
C4.21
UALITY PLAN & PROFILE
C4.22
UALITY PROFILE
C4.31
DETENAON VAULT DETAILS
C4.32
UALITY DETAILS
C4.33
UALITY DETAILS
LANDSCAPE PLANS.•
L 1.01
TREE RETENAON PLAN
L2.01
LANDSCAPE PLAN
L2.31
LANDSCAPE DETAILS AND NOTES
PERMIT NUMBER
CIVIL CONSTRUCAON.• C21-004477
4-26-2023
SURVEYED: XXX SCALE:
DESIGNED: SHY
DRAWN: SES
ONE INCH
CHECKED: SHY AT FULL SCALE
IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: SHY
SCALE ACCORDINGLY
E 10TH S
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VICINITY MAP
NOT TO SCALE
STORM LEGEND
STORM PIPE
® STORM STRUCTURE (W/INLET PROTECTON)
STORM SERVICE
STORM PIPE FLOW ARROW
STORM VAUL T EXTERIOR WALL
- - - - - - - STORM VAULT INTERIOR WALL
STORM VAUL T WATER LEVEL
STORM EASEMENT
EXISTNG STORM PIPE
EXISTNG STORM PROFILE
SEWER LEGEND
0 SPIER PIPE
SEVER STRUCTURE
SEVER SERVICE
SEIER PIPE FLOW ARROW
SEHER EASEMENT
EXISTNG SEHER PIPE
EXISTNG SEHER PIPE PROFILE
WA TER LEGEND
T TT WATER METER
- - WATER EASEMENT
EXIS17NG WATER PIPE
EXISTNG WATER PROFILE
ROAD LEGEND
CURB LINES
GUTTER LINES
ASPHAL T ROAD
0
ASPHAL T ROAD PATTERN
SIDEWALK
SIDEWALK PATTERN
DRII/_WA Y
DRII/_WA Y PATTERN
GRA I/EL
GRA I/EL PATTERN
ADA RAMP
ADA RAMP PATTERN
ROAD MARKINGS
- -
SAWCUT
01/ERLAY
- - - -
ROAD EASEMENT
SURFACE LEGEND
190
EXISTNG GROUND SURFACE TEXT (CONTOUR LABELS)
EXISTNG GROUND CONTOUR UA✓OR
EXISTNG GROUND CONTOUR UINOR
FINISH GRADE SURFACE TEXT (CONTOUR LABELS)
FINISH GRADE CONTOUR UA✓OR
FINISH GRADE CONTOUR UINOR
EROSION CONTROL LEGEND
CLEARING LIMITS LINE
CLEARING LIMITS LINE
xxx- SILT FENCE
TREE RETENAON FENCE
- 0- 0- 0- CONSTRUCAON FENCE
PROJECT NO. 21019
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
�zw�
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
com
HORIZV ONTAL: NAD 1983/1991 CITY OF
RENTON
DATUM
Planning/Building/Public Works Dept.
S-419301
RECORD DRAWING R-419301
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
TITLE SHEET/HORIZONTAL &
VERTICAL CONTROL PLAN
NOV 2021
PAGE:
Cl. Ol
T: ' OF: 15
S
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SEE SHEET C4.21
I /
I I /
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I
9303
z -93�F 12" PVC
CB ✓ 0 4-9B 0.0082 APPLICANTS ARBORIST
N.• 19879.15
E.• 19794.18
TYPE 2-48" \
SOLID LOCKING LID `
R/M-*2-06-462.15 - -
12" lE /N 4_459B-(SX6.05 -
12" If OUT 455 9&-(N)455.95
I � r-
I
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I �
I�
a
---� ---- --�- -- -----J a
---- �----- N89°51'03"W 178.00
7 --- - - - - - - - - - - el
1
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2 1 I�1 � ,• I
11 CD
51264f SF 11 \ Lc)
00
66.43
F ®-e-eeVc� I I I / I I I \ \ i ROW
co
0.0065 i I I I I / I � I \ \ PROPOSED 1 " WA TER METERS TO BE o
co
INSTALLED BY D/STR/CT FORCES, A CD
CD I CD
I I I I 7,, $65f SF RN/SHM ADE 46Y 62 � I 6" IE 465. 00 � � WA TER METER PERMIT /5 REQUIRED
6.9 `�1466.12(AB) L- �- ----� \ 1
UTILITY CROSSI to P!7/I/d �
I I I CO I EX STORM P/PE
i I I I II 6" lE 464.44 I - - - - UTILITY EASEMENT - a
- - �11 RF RFMU1/£D
o I I �� / 1 I I SSCO 3 SSCO PER CO2R STD \
R/M 468 4-F 469.02 \ \ PLAN 403.1 & 406.1 1
6 /E 466�8- 465.90 SSCO 1
6" lE 462.54 I 6 /E 466-28-465.90 8� 472.17RIM V �
PRIVATE STORM I \ �I ® I F 1
/ 0------------------------------------- -- o--------p
/ EASEMENT "
------------------------------------ ------ 73LF 6 PVC 6r l 464.75
66 12" PVC
( ®-9-3'r'r i \
n_;263
12 08 I2f0 I \\ r-----------+-�--------�
1 I l 12" If 456.70 \ 12" IE 60
37.81 I I I
3t9tF12 PVC I ---------------------------------- ------- I
E.• 19794.00
TYPE 2-48' SOLID LOCKING LID
RIM-,* 460.53
12" /F /N 466-34- (E)456°53
6" If IN -45E64 (5E)456.53
12" 1E OUT #646 ::3O (N)456 48
SHALL BE PRESENT
DURING EXCA VAT/ON FOR
STORM LINE
-- --------�--
00
-20LF 6" PVC
00.075
y ----- ` z----�-70.0044-------- i
40LF 6" PVCI � 0060 -0-------- \---------- ----------04 - ---------
\
----
N89°51'03"W 178.00
TYPE 2 CATCH BASIN PER 6" VAULT FOOTING DRAIN
COR STD PLAN 201.00 LOT 3
(TYP)
UTILITY CROSSING TABLE
CROSSING #
UPPER NETWORK
UPPER P/PE /E
LOWER PIPE CROWN
LOWER NETWORK
CLEARANCE
1
466.14
465.05
1.10
DETENTION VAULT, SEE
DETAIL ON SHEET C4.31
_.I
RIM 19.-69 472.177
TRACnA 99.65 6 /E-4E�P464.4�1
2,132f s M8LF 12" PVC 6" IF 464.441
® ig.-9_590.0467
T�
- - - --
STA. 11 f 17.42, 7.25' L T
TYPE 1,
RIM-46;�.:99- 468.06
12" IF IN 46-968- (E) 463.06
12" If IN -463- 60 (W) 462. 94
6" If /N 469 59 (N) 463.36
SCALE: 1" = 10'
0 5 10 20
SURVEYED: XXX
DESIGNED: SHY
DRAWN: SES
CHECKED: SHY
NO. REVISION BY DATE APPR APPROVED. SHY
4-26-2023
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
SET LEAD & --- I
TACK
I
SOUTH EDGE
MOW CURB 0.1' (S)
STA. 20f 18.04, 18.14' L T
R/M 471.60
12" IE OUT 468.97 (N)
0
JV 1
N
I
DIM „A„ /
TRENCH & BACKFILL PER
COR STD PLAN 220.20
I TA.20*9866, 17.70' L T
TYPE 1, /
RIM 4;7-2 09 471.95
EX 12" IE OUT 466 i8 N)
467.63
\ o
FIRE HYDRANT /
FLANGE EL 472.46 84
o �
-47 6" VC
0.0
I I r -
d PVC 10 00
: I 00.020
-- f BM „B„
� I
-----
PROJECT NO. 21019
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12700 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
com
HORIZV ONTAL: NAD 1983/1991 CITY OF
RENTON
DATUM
Planning/Building/Public Works Dept.
STA. 21f33.67, 7.17' RT
48" SSMH PER COR
STD PLAN 400.1
RIU0;7z" 0 0 472.47
8" 1E OUT 46432 (S)
46387
TYPE 1 CATCH BAS/N
PER COR STD PLAN
= 200.00 (TYP)
/ CB
RIM=471.88
/NV.12"(N)=470.42
1NV.12"(S)=470.36
/ o
0
TOP 6F NUT
EL 470.20 (AB)
STA. 10* 17. 69, 7.25' L T
TYPE 1,
RIM �? BB- 471.71
12 IE IN 466 &&- (S) 468.26
12" IE OUT 466 L9& (W)467.91
0
STA. 20f04.04, 7.51' RT
TYPE 1-48"
RlM-4;7z" N 472.13
8" /E IN 463. r� (N) 462.89
i I S-419302
RECORD DRAWING R-419307
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
UTILITY PLAN
NOV 2021
FIELDBOOK:
PAGE:
DRAWING NO:
C4. Ol
SHEET: 7 OF: 15
S
i
i
0
Ful
470
m
450
m
i
i
i
i
L-----------------------------------------------------
0+00 0+50 1+00
FIND 4"X4" CONC. MON
_ WITH 2" BRASS DISC
6�, O LOCATED 7-21 -20
36 6� _
L= 3g. n�
RIM=442.75
INV.8"(N)=437.85
INV. 1 2"(E)-437.45
INV. 12"(W)=437.23
SCALE:
0 5
EX SIDEWALK & CURB
AT CONNECTION POINT
TO BE REPLACED TO
NEAREST ✓OINT PER
COR STD PLAN 110.1
17.64
-ff- 12" DI-
O-R 996
0.0476
DRY UTILITY ONDUIT
TOP OF PHON 455.94
BOTTOM OF CONDUI 454.79
TOP OF GAS 455.33
13.80
1-5EF 18" PVC
---�� 99,9;1
E.• 19794.43
TYPE 2-48' SOLID LOCKING LID
RIM 459.42 �
12" If IN�(5)455J7 �
12" IE OUT 9-(N)453.37
I
I
4-26-2023 I NO. I REVISION
o
VV
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CONFIRM AND Vf-RIFY THE EXISTING
STORMWATER PIPE ELEVATION, IF THE
ELEVATIONS DO NOT MATCH THE PLAN,
CONTACT ENGINEER TO Vf-RIFY THE DESIGN
BEFORE CONSTRUCTION.
EXISTING GRADE
476
EXISTING GRADE 00
0 CIL OF PIPE
466
04
CL
93.03 0 OX2
Q-3LF 12 PVC 0 -& 9962
JV
0 o a
456
o
W
C ^
V
.
�
446
STORM
HORIZ. SCALE- 1 "=10'
VERT. SCALE- 1 "5'
\i i i
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - -
1f50 2+00 2+50
SDVH
RIM-459.40
INV.6"(N)=456.85
INV.8"(S)=456.68
a.. j
1 d 1 t
e Q �dA.
1 a
C1A
ND 4"X4" C%ONC. 00�
N.•19990.25 WITH 2" RASS DIS(
E.r19794.50 / LOCATE 7-21 -j2(
HYPE 1, SOLID LOCKING LID
2/M /E-45-9 9-(S)452.53 / I
-� X.12" If IN 89-(E)453.90 / I
1BOUT 4,42 9-(W)452.33 I
ILA{— 3 9 ' 0 2 — —
1 \ /
I LOCATE EXISTING STORM
TO CONNECT C91A
- TOP OF GAS 455.33 \ I
\ I
_= SD SD
:4a�. a I a
v
/ RIM=459,?6
i � �93.03 INV.8"('IV)-456.71 �
F 12 " PVC IN,�.12"(E)-456.51 /
0 $.••BBB
0.0062 �fNV.6"(S)=456.44 /
/ INV.12"(W)=456.31 /
SEE SHEET C4.01
SURVEYED: XXX
SCALE
DESIGNED: SHY
DRAWN: SES
ONE INCH
CHECKED: SHY
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
BY
DATE
APPR
APPROVED: SHY
ROJECT NO. 29099
W
m
Q
CIVIL ENGINEERING
ZE LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877
HORIZONTAL: NAD 1983/1991 CITY OF
RENTON
DATUM
Planning/Building/Public Works Dept.
470
m
m
3+00 +50
S-4 7 9303
RECORD DRAWING R-4 7 9308
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NOV 2021
UTILITY PLAN & PROFILE o IM
C4.21
T: 8 OF: 15
V0
ON"
CI
7
N
1
CL
Em,
5' 1
T
NOT TO SCALE
MANHOLE FRAME AND COVER
SEE STD PLAN 401
ADJUSTMENT RINGS AND MORTAR JOINTS
SEE NOTE 3
FIRST STEP SHALL BE A MAXIMUM OF 18"
BELOW THE COVER
CONE (ECCENTRIC)
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
RUBBER GASKETED JOINTS SEE NOTE 5
IF REQUIRED, LADDER -POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX PIPE SIZE - 'E'
SHELF AND CHANNEL SHALL BE
3000 PSI CONCRETE
PRECAST BASE SECTION
OR CAST IN SHELF
COMPACTED SUBGRADE WITH 6"
CRUSHED ROCK OR ADDITIONAL
MATERIAL SUITABLE TO
SUPPORT STRUCTURE
'A'
'B'
'C'
'D'
'E'
48" MH
48"
6" MIN.
5"MIN
24" MIN.
21" I D
54" MH
54"
8" MIN
5 5" MIN
24" MIN
24" I D
60" MH
60"
8" MIN
6" MIN
42" MIN
30" 1 D
NOTES.
1 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED
2 MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE IN CONFORMANCE WITH ASTM C-478.
3 ADJUSTMENT OF THE CASTING TO GRADE SHALL BE PER STD PLAN 106 THE USE OF SHIMS IS PROHIBITED.
4 SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
FACTORY -COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING, WASSER MC-SHIELDCOAT 100 OR
APPROVED EQUAL, COLOR OF COATING SHALL BE WHITE
5 RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443
6 CHANNEL WIDTH AND HEIGHT SHALL EQUAL THE INSIDE DIAMETER OF THE LARGEST PIPE
7 CONNECTIONS TO MANHOLE SHALL BE MADE USING KOR-N-SEAL BOOTS OR APPROVED EQUAL
8 IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE AN AT -GRADE, MINIMUM 2'-WIDE CONCRETE RING POURED AROUND
THE COVER IN PAVED AREAS, COVER MUST SLOPE TO MATCH PAVING.
9 MANHOLES OVER 20' DEEP SHALL BE A MINIMUM OF 60" IN DIAMETER
STD. PLAN - 400.2
gne y
• . PUBLIC WORKS STANDARD SANITARY MANHOLE 26/20z
DEPARTMENT Martin Pastucf��i
Martcygsy,Jff �dd9D
WdN,�AifhDATE
NO.
REVISION
o � o
USEWER'S
o�o�L
O � O
10-1/2"
_m�
tom--
2-1/4"
--�
1
CAST IRON RING AND
RECESSED Not to Scale
LIFT POCKET
FRAME
— I— .n__...__,. 1'—n„ fllA&drTCO 1'—r1'r
NOTES.
1 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC
No 3698 (PRODUCT NO 00369803) OR APPROVED EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY
2 IN UNIMPROVED AREAS, POUR A 8" THICK, 3'-0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER
3 INSTALL ASPHALT COLLAR PER STANDARD PLAN 106
DR
)ABLE
STD. PLAN - 403.1
• PUBLIC WORKS 8" OR 6" CLEANOUT °ne y
�I� DEPARTMENT FOR SANITARY SEWER MAIN Martin PastuCRa/26/2020
Q9
M' ,�Raw9D DATE
SURVEYED:
DESIGNED:
DRAWN:
CHECKED:
BY I DATE I APPR I APPROVED;
XXX
SHM
SES
SHM
SHM
4-26-2023
SCALE:
ONE INCH
AT FULL ---
IF NOT ONE INCH
SCALE ACCORDINGLY
��------------I
EX. SEWER MAIN
l PROPERTY LINE
—SPOOL
F�
+s
(LENGTH AS NEEDED) 3'-0" MIN
I I I O
6" SEWER STUB ! ! ! 4" FUTURE 4" SIDE SEWER
I I I
I •''
I I I
I I I rl
t I I I I
`SEWER MAIN TEE X 6" TEE
SIDEWALK
I I I I l i
COUPLING TYP I I I I >
tTJ 13
1
0
I'
x
I�
---------- T—J---------'1::6
L---�
BEND AS
REQUIRED
EXISTING SANITARY
SEWER MAIN nv uw SLOPE
`6" SEWER STUB
SEWER MAIN SIZE X 6" TEE
J2"x 4" STUD MARKING POST PAINTED
6" CAP J WHITE WITH THE WORD "SEWER" STENCILED
IN 3" HIGH BLACK LETTERS AND N6 WIRE
WRAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF THE STUD
6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
(EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR
APPROVED EQUAL, SPECIFY "SEWER" ON LID),
CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD
CONCRETE PAD TO BE 8" IN DEPTH
1
T
FUTURE 4" SIDE SEWER
6"X6"X6" WYE FUTURE 6"x 4" REDUCER
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN
A VITRIFIED CLAY MAIN — CUT IN A NEW PVC "TEE" USING "STRONG —BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
B CONCRETE MAIN — CUT IN A NEW PVC "TEE" USING "STRONG —BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL)
C PVC & C900 PVC MAIN — CUT IN NEW TEE USING RIGID COUPLINGS OR CORE —DRILLED WITH A ROMAC SADDLE
(OR APPROVED EQUAL)
D. DUCTILE IRON MAIN — CORE —DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL)
E LINED MAIN — CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC), CUT IN A NEW PVC "TEE" USING
"STRONG —BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
F HDPE — CORE —DRILLED WITH A ROMAC SADDLE "INSERTA—TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER
G MANHOLE CONNECTION — ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK —OUTS OR THE STRUCTURE
SHALL BE CORE —DRILLED AND USE KOR—N—SEAL BOOTS OR APPROVED EQUAL
NOTES
1 PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF
RENTON PUBLIC WORKS DEPARTMENT
2 UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2 5' COVER AT PROPERTY LINE OR 3-5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER
3 SIDE SEWERS SHALL HAVE A MINIMUM 2 7 SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR
4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE
SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT
THE APPOINTED TIME DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR
5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT —OF— WAY SHALL CONFORM TO STANDARD PLAN 110 OR 110 2
6 THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405
7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON
SIDE SEWER STUB STD. PLAN -406.1
• PUBLIC WORKS APP
DEPARTMENT INSTALLATION Martin PastuCh@V26/202,
(SEWER MAIN TO PROPERTY LINE) (..,&UFD98449DB
ftw,o W"d.m..Nrt ,p DATE
PROJECT NO. 21019
CIVIL ENGINEERING
LANDSCAPE ARCHITECTURE
PLANNING
DESIGN SURVEYING
12100 NE 195th St, Suite 300 Bothell, Washington 98017 425.885.7877
HORIZONTAL NAD 1983/1991 CITY OF
OR
RENTON
DATU M
Planning/Building/Public Works Dept.
RECORD DRA WING
S-4 7 9304
R-4 7 93 7 2
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
NOV 2021
UTILITY DETAILS PAGE:
C4.33
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