HomeMy WebLinkAboutzS-3908SetS. W. 114 OF N. E. 114 OF SECTION 32, T. 24 N., R. 05 E., W. M.
21' ACCESS/ CITY OF RENTON, STATE OF WASHINGTON
UTILITY EASEMENT
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POTHOLE EX. 12" WATERLINE
PRIOR TO CONSTRUCTION TO
ENSURE THERE WILL BE 5' MIN.
HORIZONTAL CLEARANCE
EX GROUND
5' MIN.
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TRENCH
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EX 12" DI
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WATERLINE
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CAUTION:
DO NOT UNDERMINE
WATER LINE
BOTTOM OF TRENCH
BOX 1't ABOVE PIPE
PROPOSED 8" SEWER
CENTER PIPE IN
TRENCH BOX
SEWER TRENCH SECTION
1"=5' H
1"=5' V
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MAINTAIN 5' MIN. HORIZONTAL -
'SEPARATION BETWEEN 8" SEWER
& EX 12" DI WATERLINE
(POTHOLE PRIOR TO
CONSTRUCTION)
EX GAS &
COMMUNICATION
— —�_ LINES
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SIDE SEWED
LOT 3 GRAVITY SIDE SEWER STUB. -LOT 3 WILL HAVE
MIN (TYP.)
{
GRINDER PUMP/WETWELL CONSTRUCTED W/LOT 3 BUILDING
_ — o
:' :' :'; :' '' :':::
'•:';
PERMIT TO BE CONNECTED TO 6" SIDE SEWER STUB
- FORCE LINE SHALL BE CONSTRUCTED BEFORE PAVING
I
164.69' \\ 15..
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— — — — — — — — SSMH # 3
STA:2+68.75, 2.25RT
-+ RIM=197.17
INV=188.82 8" (S)
INV=187.92 ! 8" (N)
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SSMH#1
CAUTION: STA:0+38.61, 4.59RT
. `:: > 6" PVC SIDE SEWER, EXISTING UTILITY POLE RIM=163.59
....... •::•. •':•.:•:. ❑ INV=155.29 8" (S) - - - - -
®2% MIN (TYP.) — — — — IF
— — — — — — — -nW=T55.24_8"�WE�
®43:00�'C900 PVC16LF 8"NORTH
AWCU
EX PAVEMENT PER .
• o 23 C.O.R.STD .PLAN .
HO 2.1
3
-- ----- —
— .
. 1 � •I
W.
— • = . • 10' . MIN. SEPARATION . .
EX '8" SEWER
Rlf� PRt@R�— SS—
. SD SD' vt .
_ • TO CONSTRUCTION ' — SCALE 1 - 20
SD SD;
MAINTAIN 5' MIN. HORIZONTAL m o
SEPARATION BETWEEN 8" SEWER r o
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& EX 12" DI WATERLINE > D K D on , °J EX SSMH
:o I (POTHOLE PRIOR TO I! � > N STA:0+29.24, 8.09LT
Go 6�CONSTRUCTION) z o v RIM:160.61
z o EX INV=148.23 8" (N)
- :---------------------------� �--- y--E�-rN�---48-5fr�)-- -
n N o cci: NEW 111V-148.36 8" (SW)
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NOTES:
STANDARD SANITARY MANHOLE PER C.O.R.
STANDARD PLAN 400.1
MANHOLE FRAME AND COVER PER C.O.R.
SSMH 4 STANDARD PLAN 401
215 215
STA:3+93.14, 4.49RT
RIM=2 8.78 PIPE BEDDING FOR SANITARY SEWERS PER
C.O.R. STANDARD PLAN 405
INV=1 3.03 8" (N) SSMH#3
210 STA:2+68.75, 2.2 J 210 STANDARD SIDE SEWER INSTALLATION PER
rRIMzr197.17 C.O.R. STANDARD PLAN 406.1
LINCOLN AVE
HORIZ. 1"=20"
V E RT. 1"= 10"
SNMES Encompass of WA$t 1 6 AS —BUILT DRAWINGS JEF 09 04 18 TJR ----
q�� <A 5 REVISED DITCH STORM DRAIN BCS 11/27/11 TJR SURVEYED: scALE:
VERTICAL: NAVD 1988
» ' HORIZONTAL: NAD 1983/1991
ENGINEERING & SURVEYING �y z � 4 TAPER FRONTAGE CURB/ MOVE SS BCS 1/17/1 TJR DESIGNED: 1 —20 CITY OF
Western Washington Division U v Z 3 REVISED PER CITY REVIEW BCS 4/20/17 NEM DRAWN. TJR RENTON
165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax: (425) 391-3055 - 2 REVISED PER CITY REVIEW BCS 3/20/17 TJR BCS ONE P Eastern Washington Division 38285� 4 1 REVISED PER CITY REVIEW / ADD VAULT BCS 2/16/17 TJR CHECKED: AT FULLNSCALE DATUM Planning/Building/Public Works
407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419 ` 's ISI TJR IF NOT ONE INCH Dept.
SjORAL NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
TJ R
.05
.00
95
90
85
80
75
70
65
60
55
50
45
40
SEWER STUBOUT NOTE
LOCATED IN 2'x2' CONCRETE PAD ADJACENT TO THE
BACK OF WALK.
THESE PLANS ARE "AS —BUILT" AND
THE INFORMATION SHOWN
ACCURATELY REFLECTS EXISTING
FIELD CONDITIONS AS OF AUGUST
30, 2018.
STEVEN D. McCASKEY PLS 42676
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY: Date:
BY: Date:
Know what's below. BY: Date:
Call before you dig.
BY: Date:
DATE:
CARPENTER SHORT PLAT FIELB17/17
LUA14 001200 U16 004636 N/
PAGE: N/A
DRAWING NO:
SEWER PLAN & PROFILE 13708
SHEET: 5 OF:
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7' 1
NOT TO SCALE
MANHOLE FRAME AND COVER
SEE STD. PLAN 401
ADJUSTMENT RINGS (2" MIN.)
SEE NOTE 6
MORTAR JOINT(S) (3/8" MIN.)
SEE NOTE 5
CONE (ECCENTRIC]
RUBBER GASKETED JOINTS IN
ACCORDANCE vATH ASTM C-443
STEPS - POLYPROPYLENE STEPS
SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL.
LADDER -POLYPROPYLENE
SHALL BE ATTACHED TO MANHOLE
MAX. PIPE 512E - 'E'
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF.
A,
.B,
C.
D,
,E,
48' MH
48"
6" MIN.
5"MIN
24" MIN.
21" 1. D.
54' MA
54"
8" MIN.
5.5" MIN.
24" MIN.
24" I.D.
60' MA
60"
8" MIN.
1 6" MIN.
42" MIN.
30" I.D.
NOTES:
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECT40NS ARE INSTALLED,
3. CASTING SHALL BE PER STD. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CCNCRETE.
5, ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF
ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1 /2 BOND. THE USE OF SHIMS IS PROHIBITED,
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WITH A HIGH SOUDS URETHANE COATING; WASSER MC-ARDSHIELD OR
APPROVED EQUAL; COLOR OF COATING SHALL BE MITE.
8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE,
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR
APPROVED EQUAL.
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6'• AND A MAXIMUM OF 12'
ABOVE FINISHED GRADE 4R MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE_
IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAWING.
PUBLIC WORKS STD. PLAN - 400.1
DEPAR'P111E1+i1' STANDARD SANITARY MANHOLE
SEPTEMBER 2011
rYa I
EX SEWER MAIN
PROPERTY UNE
SPOOL (LENGTH AS NEEDED)-
� I
6" SEWER STUDS y'. FUTURE {" SIDE SEWER
2". 4" STUD IAARKING POST PAINTED
SEWER MAIN TEE K E" TEE I 6" CAP VA41TE y4714 THE WORD 'SEWER' STENCILED
IN 3" HICH BLACK LETTERS AND #8 PARE
WRAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF THE STUD.
i COUPLING (TYP.) a I
�I
�I
�I
)
I
-_--_____________.._--___T_., T
L---J
BEND AS -
E]tl5TING SANITARY REQUIRED
r
I SEWER MAIN r uln 5E flPE
6" SEM5R STUB
SEWER AMAIN SIZE X 6- TEE
9"K6'X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
(EAST JORDAN IRON WORKS PRODUCT 40. 00367502 OR
APPROVED EQUAL. SPECIFY 'SEWER' ON LID),
(SEE STD. PLAN 403A FOR INSTALLATION)
JM EAGLE THREADED CLEAN -OUT ADAPTER HUD
do PLUG (OR APPROVED EQUAL)
_-
FUTURE 4" SIDE SEWER
5"X6"X6' W'T'E FUTURE 6"x 4" REDUCER
k YTRFIED CLAY MAIN - CUT IN A NEW PVC 'TEE' LJ9NG -STRONG-BACK' FLEXIBLE COUPUNGS (FERNCO OR APPROVED EQUAL).
9. CONCRETE MAIN - CUT IN A NEW PVC -TEE' USING 'STRONG -BACK' FLE)9HLE CQUPUNGS (FERNFD OR APPROVED COVAL),
C. PVC & C900 PVC MAIN - CUT IN NEW TTE USING, RIGID CDVPLINDS OR CORE -DRILLED WITH A ROMAC SADDLE
(OR APPROVED EQUAL).
D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SMALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALL BE CORE -DRILLED.
f
01
3000 PSI Mix . `G
CONCRETE
LOCKING r f �vo
r co2% LAIN COPE
NIORIZDNTAL
6" TEE
B" MIN, M riER SERtiR MAIM
IN
C]NCRFTt: ALL]C_I[INQ AuI^Cc
-OF TEE -- - - - - - IYP_CAL SIDE SEWER
NOTE: UNLESS OTHERWISE 5HQWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERII' UNE OR 3-T
LOWER THAN 114E LOWEST HOUSE ELEVATION, NHCHEWR IS LOWER.
Apr
STANDARD SWE SEWER pro. PLAN • 406.1
PRIPUBLIC WORKS INSTALLATIONApugvm
DEPARTMENT a
(SEWER MAIN TO PROPERTY LINEy
BOLTHOLES - 3 PLCS
EQUALLY SPACED 120'
APART ON 23 1/16' (586nn7
➢IA B.C. {SEE DETAIL)
REw`I`QN
SEWER
COVER M& FRAME
PLAN VIEW
25' DIA.
[635mn] 1'
3J4'25^^]
C19nm]
$ 1J2'
I [22anmr1r1] C64r,r17
rYP
COVER SECTION VIEW
26 1/2' DIA
167 3nn]
25 1/4' MIA
1641nn] 1 lllb'
1/4' i6nri) DIA 27mm7
NEOPRENE GASKET
6'
[151 nn]
5/8' 23 3fS' DIA CL OPEN
116mn] [594nn]
27 5/16' DIA
1694mn]
34 1/8' DIA
COVER BOTTOM VIEW
81-7 SOC.(ALLEN HEAD)
5/8`-11 X 1.5 SS
RUBBER WASHER
EON BOLTING DETAIL
1/4' 1 1/16'
A--J
(27mm1
[inn]
1/TR3
GASKET GROOVE DETAIL
1867r1n] NOTES:
FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST
JORDAN IRON WORKS INC. No. 3717C1 0R EQUAL.
2. USE FRAME AND COVER FOR STORM (SPECIFY
"DRAIN" ON pOVER), SANITARY (SPECIFY
"SEWER"), OR WATER (SPECIFY "WATER").
9M. PLAN - 401
+. + PUBLIC WORKS MANHOLE FRAME AND COVER DEPARTMENT DECEMBER 2008
PATCHED ART;A
A
SEAL MATH AR 4000 OR APPROVED ^1 r
EQUAL AND DRY SANG AFTER PLAN
PATCHING N 75
2'-0' OUTSIDE OM. 2'-0'
MORTAR JOINTS) (3/6- MIN.) SEE
NOTE 3 AND SPECIAL PROVISIDN
7-05,30 ).
A
DEPTH OF CLASS 'B'
ASPHALT TO BE BELOW
W
BOTTOM 4F THE UPPER
ADJUSTMENT RING OR A
MINIMUM OF 9' WHICHEVER
IS GREATER,
ADJUSTMENT RING (1- MIN.) 09
BRICKS. SEE NOTE 4.
ECTION A -A
r9Tli?1'.1
1, REMOVE QAVEWENT AND BASE MATERIALS FOR ADI5TAN CE 3 ALL JCiVTSBETWEE.N THE CONE, ADJUSTMENT RINGS.
WHICH IS EQUAL TO THE DIAMETER OF THE FRAME PLUS FOUR BRICKS ANO FRAME SHALL BE GROUTED
FEET. ADJUST CASTING FRAME TO PAVENENT SURFACE
U51NG R'SER RINGS QR CONCRETE BLOCKS PER STD PLAN A ADJUSTVENTOF THE FRA10F TO GRADE SHALL BE
4DD.I. ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT
RINGS. BRICKS AND MORTAR ONLY. BRICKS SHALL BE
2, REPLACE EXCAVATED MATERIAL WITH A MINIMUM OF W CF STAGGERED TO CREATE A RUNNING BOND OR It2 BOND THE
CLASS'B' ASPHALT CR TO A DEPTH THAT 15 2"ISELOw THE UMOF SHIMS IS PR-DHWITE[1.
BOTTOM OF THE UPPER ADJUSTMENT RINGWH CHEVER IS
GREATER OR AS APPROVED BY THE ENGINEER.
Lncompass
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 ■ Issaouah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax: (425) 391-3055
Eastern Washington Division
407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419
ISM, PLAN -- 4WA -
TYPICAL UTILITY COVER APMear>sp.
ADJUSTMENT FOR f �Y r
PAVEMENT OR OVERLAY -
0 GATE
S �MES
OF WAs� <Q
U'T'T
co .r � Z
38285
O�SS 0NA��
RECESSED Not to Scale
LIFT POCKET FRAME
3/4" LETTERING 'SEWER" 2'-C)" DIAMETER 2'-C"
I t�7 �So C� (2) BOLT SOC. {ALLEN HEAD} r
-5/8" - 11 X 1.5 STAINLESS
o�oao STEEL
REF. PART 900981177
1 -3/16'
1G-1/2' ASPHALTS .,8„
5,8..
1-1 f8'
2-1/4" BOLT DETAIL
14- 12-3/4'
2
h� 11" �I
1-1/a"
CAST IRON RING AND CODER
45' (1 /8) RENO
45• (1 /8) BEND
SAND OR
EXPANDABLE
FOAM
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
NOTES:
1. 8• AND 6" CLEAN -GUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No, 3695 (PRODUCT NO. 003699D3) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER 11GHT A55EMBLY.
2. IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2'-0" SQUARE
CONCRETE, CLASS 3000. PAD AROUND THE RING AND COVER.
PUBLIC WORKS
DEPARTMENT
8" OR 6" CLEANOUT
FOR SANITARY SEWER MAIM
Iv
5
REVISED DITCH STORMDRAIN
BCS
11/27/17
TJR
SURVEYED: ____
4
TAPER FRONTAGE CURB/ MOVE SS
BCS
11/17/17
TJR
DESIGNED:
3
REVISED PER CITY REVIEW
BCS
4/20/17
NEM
TJR
2
REVISED PER CITY REVIEW
BCS
3/20/17
TiR
DROWN` BCS
1
REVISED PER CITY REVIEW / ADD VAULT
BCS
2/16/17
TJR
CHECKED:
NO.
REVISION
BY
DATE
APPR
TJ R
APPROVED:
TJ R
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
STQ. PLAN - 403.1
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
W (SEE NOTE 7)
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE 5)
C'OJNDATION LEVEL
sk 10010000,
LIMITS OF PIPE ZONE
D. OF PIPE
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4, PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE
STANDARD SPECIFICATIONS.
5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)'
OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL.
6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED.
7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE
STANDARD SPECIFICATIONS.
STD. PLAN - 405
URIPUBLIC WORKS PIPE BEDDING APD OVED-
DEPARTMENT FOR SANITARY SEWERS11 Q
tiM� OAR
CITY OF
RENTON
Planning/Building/Public Works Dept.
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY:
Date:
BY:
Date:
BY:
Date:
BY:
Date:
DATE:
CARPENTER SHORT PLAT 10/27/17
L U Al 4- 001200 U 16 - 0 0 4 6 3 6 FIELDBOOK: N/A
PAGE: N/A
DRAWING NO:
DETAILS 13708
SHEEr:
OF.
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3
FRAME AND VANED GRATE
5
I.
OR 12"
ONE #3 BARR HOOP FOR 6" HEIGHT
TWO #3 BAR HOOPS FOR 12" HEIGHT
RECTANGULAR ADJUSTMENT SECTION
2N0�01 rS�FA16
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCEDOR
12"
PLAIN CONCRETE
ALL METAL PIPE
15"
CPSSP*
12"
(STD. SPEC. 9-05.20)
SOLID WALL PVC
15"
(STD. SPEC. 9-05.12(1))
PROFILE WALL PVC
15"
(STD. SPEC. 9-05.12(2))
* CORRUGATED POLYETHYLENE
STORM SEWER PIPE
�6) NOTES
1. As acceptable altematives to the rebar shown in the PRECAST BASE
SECTION, fibers (placed according to the Standard Specifications), or
a wire mesh having a minimum area of 0.12 square inches per foot shall
be used with the minimum required rebar shown in the ALTERNATIVE
v PRECAST BASE SECTION. Wire mesh shall not be placed in the
#3 BAR EACH CORNER knockouts.
#3 BAR EACH SIDE
#3 BAR EACH WAY
PRECAST BASE SECTION
#3 BAR EACH CORNER
18• MIN
#3 BAR HOOP
2. The knockout diameter shall not be greater than 20". Knockouts shall
have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5"
minimum gap between the knockout wall and the outside of the pipe.
After the pipe is installed, fill the gap with joint mortar in accordance
with Standard Specification 9-04.3.
3. The maximum depth from the finished grade to the lowest pipe invert
shall be 5'.
4. The frame and grate must be installed with the flange down.
5. The Precast Base Section may have a rounded floor, and the walls may
be sloped at a rate of 1:24 or steeper.
6. The opening shall be measured at the top of the precast base section.
7. All pickup holes shall be grouted full after the basin has been placed.
8. All grade rings and castings shall be set in mortar in accordance with
Standard Specification 9-04.3.
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
n + PUBLIC WORKS CATCH BASIN TYPE 1 STD. PLAN - 200.00
�FN COS DEPARTMENT
MARCH 2O08
RENE
Nonni
r
0
FRAME AND VANED GRATE
CLEAN SURFACE AND BOTTOM AREA.
PROVIDE UNIFORM CONTACT.
THE SURFACE AREA OF THE BASE SECTION MUST
BE GROUTED TO THE BOTTOM AREA OF THE
ADJUSTMENT SECTION.
BASE SECTION
/ SEE NOTE 4
NOTES
1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT,
GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISI IED, AND UNTIL PERMISSION TI IEREAFTER IS GIVEN BY
THE ENGINEER TO GROUT IN PLACE IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7-05.3.
2, SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED,
3. A CONTINUOUS LAYER. OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT.
4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR %z BOND,
5, ADJUSTMENT SECTION SHALL BE GROUTED WATER'flGl IT TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH NONSHRINK GROU t
3. GROUTING BETWEEN AUJUSI MEN I SEC I ION SHALL BE WATER TIGHT.
7. GROUT IS TO BE NON -SHRINK TYPE GROUT MEETING THE REQUIREMENTS OF ASTM 157 PER APWA STANDARD SPECIFICATION 9-20.3 FOR
MAXIMI_IM PERCENT DRY SHRINKAGE. THE MINIMUM COMPRFSSIVF STRFNGTH SHAI I BF 4,000 PSI AT 7 DAY PER APWA STANDARD
SPECIFICATION 9-20.3
B. PICK / LIFTING HOLES AN E 1 O BE GROU I I-D WA-1 HR I IGH 1.
PUBLIC WORKS GATCH GAG®H LUSTALLATION
DEPARTMENT
STD. PLAN -- 202.00
MARCH 2O08
BOLT -DOWN HOLE (TYP.)
- 5/8" - 11 NC, SEE
DETAIL & NOTE 2
O
TOP
SECTION O
NOTES
1 This frame is designed to accommodate 20" x 24" grates or
covers
2. Provide two holes in the frame that are vertically aligned with t
he grate or cover slots. Tap each hole to accept
a 5/8" - 11 NC x 2" alien head cap screw.
Location of bolt down holes varies among different
manufacturers.
3. Refer to Standard Specification 9-05.15(2) for additional
requirements.
RECESSED ALLEN
HEAD CAP SCREW
7/8"_ I 118" 5/6" - 11 NC x 2"
3/4• GRATE
ISOMETRIC VIEW
N a
e
a FRAME
2 112
SECTION
BOLT -DOWN DETAIL
DETAIL O SEENOTE2
�ZY o STD. PLAN - 204.00
A PUBLIC WORKS RECTANGULAR FRAME
DEPARTMENT
'f'�•N,tp MARCH 2O08
l
I'- 4' 2-7"MAX . MIN. 5'-D" CLEAR WIDTW .
VARIES IL�� VARIES
- I C TO 17 FACE of I O TO 17 I EDGE OF
f I SHOULDER CURB
I - ... - OR TURNOUT l�
I I
�- - - - - -I MUULfT' UN PEDE5TAL
PROVIDED WITH N.D.C.
-i E"U. UNIT.
TYPE OF
- - - - }' SUPPORT R CURB
I VARIES (TYPE
- - - - VARIES)
PLAKITIIJG 5f21NG WIOTW
D TO VARIABLE
ANCHOR 50)L-T
PATTE2iJ PER N.O. 3/6" X FULL DEPT 4
3/8' x FULL DEPTH C-E5.0 PEDESTAL F)CPANsiom JOII�Jr.
EXPAL1510N JOINT TEMPLATE.
WAL fC
�•�; ♦• 7: �r�: ��f: ram:.
F20KF VIEW SIDE VIEW
NUTE5
1.IN5TALL.ATION OF N.D.C:E.U. INCLUOIHG
CONSTIZUTION OF 5E WILL 8>= pUNE
5Y U,5. P05TAL 5E9_VI(_c.
NEIGN6URu000 DELIVERY AME)
COLLF-C-171M SOX UNIT
U.S.P.O. Neighborhood Delivery and
Collection Box Unit (Mailbox) Installation
O�
ADOPTED
Ufa
CITY OF RENTON
_ +
STANDARD PLANS
LST DATE:1-Aug-87
DWG NAME: HR-06 SP PAGE: H026
� LAMES
Encompass ��°FWAs0 V1,
�I�
�00 .A
ENGINEERING & SURVEYING UZ
Western Washington Division 4
165 NE Juniper Street, Suite 201 Is Issaouah, WA 98027 is Phone: (425) 392-0250 ■ Fax: (425) 391-3055 p R 38285
Eastern Washington Division, ISTEg�
407 Swiftwater Blvd. ■ Cie Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419 Sj0NAL
TYPE OF
SUPPORT
VARIES
AT EDGE OF SHOULDER BEHIND CURB
MAILBOX PLACEMENT SECTIONS
Y - r O.C. MIN
POST TO Pogr
, I
NEWSPAPER BOX
(SEE NOTE 3)
ANTI- TWIST �
$HE ", ATE 7p 1 F'I II
sTEELP03T WOOD POST
OPTION OPTION
TYPE 1 SUPPORT
MAILBOX SIZE 1, 1A, OR 2 (TYP.)
(2 CLAMPS PER BOX)
S MIN.
BETWEEN
MAILBOXES
MAILBOX SPACING DETAIL
VARIES NOTES:
0 TO tr 1. An ad ustable platform may be used in lieu of the platform design shown on
SACK OF thisplan. Adjustable latfarrns must fit the brackedesi n shown on this Ian.
SIDEWALK Brakets are requiredf or all single post installations. Field drilling may be
required.
2. A Type 2 support is required when 2 or more mailboxes are to be installed on
one support. A maximum of 5 mailboxes may be installed on a Type 2 sup-
port. See Std. Spec. 9.32.7.
>n TYPE OF 3. Attach a newspaper box to a steel post with two 1 7/8" Muffler Clamps spaced
SUPPORT 4" apart Field drill 7t16" holes in the newspaper box to fit. Use 2 1/2" . 114"
IH VARIES lag bolts to attach newspaper boxes to wood posts. Newspaper boxes must
SIDEWALK
not extend beyond the front of the mailbox when the mailbox door is closed.
4. Spacing of mailbox mounting holes varies among manufacturers. Attachment
of the mailbox to the platform may require drilling additional holes through the
mailbox to fit the platform.
5. Center the mailbox on the platform to ensure space for the mailbox door to
open and to allow space for installing the fasteners.
BEHIND SIDEWALK 6. A socket and wedge anchoring system may be substituted in lieu of the anti -
twist plate assembly for single steel posts shown on this plan. The socket and
wedge anchoring system shall meet NCHRP 350 Crash test criteria. Anti -twist
plates are not required for wood post installations.
INSTALL SNOW GUARD WHEN
SPECIFIED IN CONTRACT
(SEE DETAIL SHEET 3)
U.S.
lu MA L MAIL
w
NEWSPAPER BOX
(SEE NDTE 3)
'k ON TAS#.
- MULTIPLE MAILBOX R���
SUPPORT (SEE NOTE 2) �`, 5
9 �
Nil o,A 4p zrecl �,o
c� CI STEa ♦�
�•r10NAL 8�6
EXPIRES MAY 16, Y003
MAILBOX
INSTALLATION
TYPE 1 8r TYPE 2
(PROPRIETARY DESIGN SHOWN) STANDARD PLAN H-12
TYPE 2 SUPPORT sr1EEr 1 of 3 sNEErs
ADOPTED
nTM GtitY O� CITY OF RENTON
S STANDARD PLANS
dam rrY VI. I"srrUrlw p
mrr Ixrlsls '�Q�-•N,O.$ LAST DATE: 05109/2002
SP PAGE H027
Iv 5 REVISED DITCH STORMDRAIN BCS 11/27/17 TJR
SURVEYED: SCALE:
VERTICAL: NAVD 1988
n r HORIZONTAL: NAD 1983/1991
4 TAPER FRONTAGE CURB/ MOVE SS BCS 1/17/1 TJR DESIGNED: 1 =20
3 REVISED PER CITY REVIEW BCS 4/20/17 NEM TJR
2 REVISED PER CITY REVIEW BCS 3/20/17 TJR DROWN` BCS
1 REVISED PER CITY REVIEW / ADD VAULT BCS 2/16/17 TJR CHECKED: ONE INCH DATUM
TJR AT FULL SCALE
IF NOT ONE INCH
NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY
TJR
1
A
TOP
24•
7 OR 8 EQUAL SPACES
M
Iri -DIRECTION OF FLOW
T__
SECTION O
SLOT - SEE DETAIL
AND NOTE 1
SECTION BO
1/2
1 114•
5/8'
BOLT -DOWN SLOT DETAIL
SEE NOTE 1
NOTES
I Provide two slots in the grate that are vertically aligned
with the holes in the frame. Location of bolt -down slots
varies among different manufacturers.
ISOMETRIC 2. Refer to Standard Specification 9-05.15(2) for additional
requirements.
3. Unless otherwise specified, vaned grates shall be used with standard frame
in the travel way, gutter or shoulder. vaned grates shall not be located
within crossroads. Use vaned grates along rolled curbs.
ZY PUBLIC WORKS RECTANGULAR STD. PLAN - 204.20
DEPARTMENT VANED GRATE
MARCH 2O08
CITY OF
RENTON
Planning/Building/Public Works Dept.
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
BY:
Date:
BY:
Date:
BY:
Date:
BY:
Date:
DATE:
CARPENTER SHORT PLAT 10/27/17
L U Al 4- 001200 U 16 - 0 0 4 6 3 6 FIELDBOOK: N/A
PAGE: N/A
DRAWING NO:
DETAILS 13708
SHEET:
OF.1
1 1 5
R
3
9
0
8
1
0
S
3
9
0
8
0
3
00
0000
00
C)) cy)
mm
Q
z
J
L,
2' ROW DEDICA
�3' MIN
4' MAX
S. W. 114 OF N. E. 114 OF SECTION 32, T. 24 N., R. 05 E., W. M.
CITY OF RENTON, STATE OF WASHINGTON
EX R/W
LINE 30' R/W C/L 30' R/W
STA 2+23.55 TO 2+75 18.4'
STA 2+75 TO 3+50 TAPER 18.4' TO 21.4' 7.6'�
STA 3+50 TO 3+88.24 21.4'
5' 8'-5' LANDSCAPE
SIDEWALK STRIP 26'
1' CEMENT CONCRETE TRAFFIC CURB AND
2% GUTTER PER C.O.R. DETAIL 101
SAWCUT & MATCH EX PVMT - - ---
REMOVE SOME SEE C.O.R. STD PLAN 103
EX CURB/SIDEWALK
EX. PAVING 4" HMA CLASS 1/2" 64-22
3" CRUSHED SURFACING TOP COURSE
7
CEMENT CONCRETE 3" CRUSHED SURFACING BASE COURSE
SIDEWALK PER C.O.R. FIRM SUBGRADE
32't EXISTING PAVING
DETAIL 102 LINCOLN AVE NE
r 1-
(LOOKING NORTH)
NTS
EX. 20' EGRESS, INGRESS & UTILITY EASEMENT REC. NO. 8207220042
EX. 20' POWER EASEMENT REC. NO. 8402060355
P/L
20'
PROPOSED 21' ACCESS/UTILITY EASEMENT
5' 16' PAVING
FOUND REBAR
ASPHALT THICKENED EDGE 1' MPX REMOVE / REPLACE
�3' 4' ALL ONSITE PAVING
---- 4.17 MAX
7CONSTRUCT NEW 16' PAVEMENT PRIVATELY MAINTAINED
REMOVE/REPLACE EX. 4" HMA CLASS 1/2" 64-22 LEVEL 3 DETENTION VAULT
ONSITE PAVEMENT 3" CRUSHED SURFACING TOP COURSE 17'x8O'x6'(DETENTION
3" CRUSHED SURFACING BASE COURSE DEPTH)
FIRM SUBGRADE /
SEE SHEET 4 FOR VAULT DETAILS/
AND CB #1,2 & 3 CALLOUTS
PRIVATE ACCESS EASEMENT
SECTION A -A
NTS YARD DRAIN
RIM=185.86
INV=184.48
THESE PLANS ARE "AS -BUILT" AND
THE INFORMATION SHOWN
ACCURATELY REFLECTS EXISTING
FIELD CONDITIONS AS OF AUGUST
30, 2018.
STEVEN D. McCASKEY PLS 42676
T.L. #3345700225
- - - - S88'34'07"E
2 9 5.9 2 - - - - - - - - = - -
FOUND REBAR
1FLOW CONTROL BMPS
A 10% "REDUCED IMPERVIOUS
SURFACE CREDIT" BMP WILL BE
USED FOR EACH LOT IN THIS
DEVELOPMENT TO FULFILL THE
REQUIREMENT THAT FLOW CONTROL
BMP'S BE APPLIED TO 10% OF
THE INDIVIDUAL LOT AREAS. THE
MAXIMUM ZONING CODE
ALLOWABLE IMPERVIOUS SURFACE
(75%) WILL BE REDUCED TO 65%
T.L. #3345700230
Encompass',
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 ■ Phone: (425) 392-0250 ■ Fax: (425) 391-3055
Eastern Washington Division
407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Fax: (509) 674-7419
PROVIDE 4" WHITE EDGE STRIPE ® I . .
20:1 TO EX. EDGE OF PAVEMENT
SEE NOTE
LOT 3 GRAVITY SIDE SEWER
STUB. -LOT 3 WILL HAVE
GRINDER PUMP/WETWELL
CONSTRUCTED W/LOT 3 BUILDING
PERMIT TO BE CONNECTED TO
SECTION B PVC PERF. PIPE
S�EEW/ o CURB RAMP, SEE DETAIL
6
5' PRIVATE DRAINAGE
EASEMENT PROVIDE 4" WHITE EDGE
STRIPE TAPER TO EXISTING)
EDGE OF PAVEMENT
S AMES
of WAS
q�� 1
U� x Z
e
��0 $ 38285� 14
is
SSIONAL�
6
AS -BUILT DRAWINGS
JEF
09 04 18 TJR
5
REVISED DITCH STORM DRAIN
BCS
11/27/11
1/17/1
4/20/17
3/20/17
2/16/17
DATE
TJR
TJR
NEM
TJR
TJR
APPR
SURVEYED:
-
4
TAPER FRONTAGE CURB/ MOVE SS
BCS
DESIGNED:
TJR
3
REVISED PER CITY REVIEW
BCS
2
REVISED PER CITY REVIEW
BCS
DAWN: BCS
1
REVISED PER CITY REVIEW / ADD VAULT
BCS
CHECKEDTJR
NO.
REVISION
BY
APPROVED:
TJR
i
I
� I
I
I
STA 1 +40, 6.+ RT
BEGIN 4" WHITF� EDGE STRIPE
�lI CB RIM=184.03
r__18"ADS N INV=179.23
18"ADS S INV=179.33
APPROX LOCATION EX 12" DI WATER
I
I
�22 LF I8" DI CL 52
4'f WATER/SEWER VERTICAL CLEARANCE
STA 2+31
CONNECT TO EXISTING WATER PER C.O.R. STD
IPLAN 300.1
1-12"x8" TAPPING TEE (FLxMJ)
1-8" GATE VALVE (FLxMJ)
1-THRUST BLOCK PER C.O.R. STD PLAN 330.2
-7.6' I
I
I T.L.#3345700230
- POTHOLE WATER PRIOR TO STORM LINE CONSTRUCTION
CB RIM=196.04
--, �•- 18"ADS N INV=191.29
8"ADS S INV=191.49
\� NEW INV=192.12
r CB RIM=196.04
12"ADS E INV=192.64
12 LF 8" LCPE ® 5.42%
I
I
STA 2+75 BEGIN CURB TAPER
I CONSTRUCT 8-UNIT MAILBOX
LOCKBOX PER C.O.R. H026
RELOCATE 2 MAILBOXES.
INSTALL PER C.O.R. STD
_W 0'
I PLAN H027 (TYPE 1)
16"
CEM NT CONCRETE TRAFFIC CURB AND
12"
GUIER PER C.O.R. DETAIL 101
WIDEN 5'-8't ON EAST
FOR 20.5' MIN.
_14-SIDE
PAVING WIDTH
I T.L.#3345700216
DRIVEWAY TYPE IR1 B PER
C.O.R. STD
PLAN 104.3, TYP.
CENTER STA 3145
- STA 3+50
EN4 CURB TAPER CB RIM=203.09
_------- 18" ADS S INV-198.49
18" ADS E IINV-198.39
12" ADS
IF=9t731
REGRADE EXISTING
DRIVEWAY AS NEEDED
WITHIN R.O.W.
2" GRIND AND OVERLAY
LINCOLN AVE NE AS SHOWN
30.00' I-----------
12" ADS
`IE=205.99
�® I
--z
CLEANOUT W/45' BEND & TIGHTLINE EX
4" PVC DRAIN TO CB #5 (0.5% MIN SLOPE)
ICB #5, TYPE 2-48"
STA:4+22, 13.3' LT
RIM: 207.98
INV=202.38 EXIST. 18" (N&S)
IINV=204.78 12" PVC (S)
INV=205.88 4" PVC (NE)
9LF 12" PVC @ 34.22%
I IE=207.86
INSTALL DEBRIS BARRIER ON BEVELED PIPE
12" A: END SECTION PER C.O.R. STD PLAN 223.00
F= r PLACE 18" THICK LOOSE QUARRY SPALLS
I T.L.#3345700215
a ° RE -ROCK EX. DITCH AFTER PAVING
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
WATER NOTES
NOTE: PROVIDE 3' TYPICAL COVER
OVER WATERMAIN
NOTES:
CATCH BASIN TYPE 1 PER C.O.R. STANDARD PLAN 200.00
CATCH BASIN INSTALLATION PER C.O.R. STANDARD PLAN 202.00
RECTANGULAR FRAME PER C.O.R. STANDARD PLAN 204.00
RECTANGULAR VANED GRATE PER C.O.R. STANDARD PLAN 204.20
0 5 10 20
SCALE 1 " = 20'
LEGEND
LEGEND
FIRE HYDRANT
EXISTING PROP.
WATER VALVE
ASPHALT PAVING
WATER METER
°
CONCRETE SIDEWALK
❑ TELEPHONE RISER
GRIND AND OVERLAY
-0- UTILITY POLE
❑
EXISTING PAVEMENT
GRAVEL ROADWAY FOR
POWER VAULT
VAULT MAINTENANCE
C SEWER MANHOLE
❑ CATCH BASIN
OME ON LOT 3 SHALL
LBEEQUIPPEIDWITH A FIRE
O GUARD POST
R SYSTEM
n SIGN
o MAILBOX
FIR TREE
Cl,; MAPLE TREE
CEDAR TREE
ALDER TREE
TREE (UNSPECIFIED)
P/L
5' PRIVATE
DRAINAGE
NOTES:
1. 5'
2'
EASEMENT
OSERVICE LINE FOR THIS METER
IS TO BE CUT AND CAPPED AT THE
MAIN BY THE CITY'S PUBLIC
WORKS MAINTENANCE DIVISION AFTER
INSTALLATION OF NEW METER TO SERVE THE EXISTING HOME AT
°
- 1 WASHED ROCK
3623 LINCOLN AVENUE NE.
PROTECT EXISTING METER AND WATER 2,5' f
°
SERVICE LINE TO EXISTING HOME DURING CONSTRUCTION OF NEW
2„
(�
6" PERF PIPE
IMPROVEMENTS FOR THE SHORT PLAT.
® 0.5% MIN
SECTION
B-B
SCALE 1"=5'
4 d
IN
° a . CURB
a 5' S/yy a
5' LANDSCAPE STRIP
°
° a 206.20
A. a
a
a ° ° 6" WIDE PEDESTRIAN
a f CURB, TYP. ona I 0
° 206.29° 1� d d d 4 CURB RAMP - SEE WSDOT
G 4
d STD PLAN F-40.15-03
c0 n a
a o
m
°. Q
206.37 - . a 1.5%
d
:d.... ::Q. 206.20
tRCITY OF
RENTON
Planning/Building/Public Works Dept.
3' TAPER DOWN PEDESTRIAN
CURB, THIS SIDE ONLY
CURB RAMP DETAIL
SCALE 1"=2'
IN COMPLIANCE WITH CITY OF RENTON
STANDARDS
j;; BY: Date:
0
BY: Date:
Know what's below. BY: Date:
Call before you dig.
BY: Date:
CARPENTER SHORT PLAT DATE11/27/17
L U Al 4- 001200 U 16 - 0 0 4 6 3 6 FIELDBOOK: N /A
PAGE: N/A
DRAWING NO:
ROADWAY / GRADING / DRAINAGE & WATER PLAN 13708
SHEET:
OF:
3 15
R
3
9
0
8
0
3
W
3
9
0
8
0
1