APPROVED STM RESUB1 REV1 BLD2019-1553 CIVIL REVISIONIN43°02'59 "E I
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SCALE: l" = 10' I �NO1°36'12"W
I I 110.75'
0 5 0 10 20
I
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-SD
PROPOSED 1" WATER METER.
INSTALL A HOSE BIB WITH
AN AVB AT METER DURING
CONSTRUCTION
R
EX. -O- /
PP
\ (TBR)
EX. CURB
01
1 1/2" POLY WATER LINE
WITH TRACER WIRE
20'
w
QD
cD
PROPOSED 4
DRIVEWAY C'S
SCALE ASPHALT TO
DIRECT DRAINAGE TO EAST
�o-
EX. CURB
S S S�, SS SS
184 TH S T. 3S. W. i
I
-W- SD
•
Know what's below.
Call before you dig.
UTILITY CONFLICT NOTE:°
E 414.
V W
SD ou
WATER AND POWER TO BE
BORED UNDER ROAD
CA UTION.°
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER
SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND
SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO
CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE
1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT
LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY
WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS
SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC
INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD
OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING
COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH
CONSTRUCTION.
PUBLIC SEWER I NW 114, SEC. ]; , T. 27 N., R.04 E., W.M.
EASEMENT cf)
AFN# 1877056 cf' ; SSCO#2 \ \ \ SNOHOMIS COUNTY, WASHINGTON
SET REBAR W/CAP 1.0'(S) RIM-346 \
IE=340.44 (61PVC IN, E) I I OF CORNER ON PROPERTY IE=341.10, 6m (W,SE)
(CONTRACTOR TO FIELD LINE. 0.70'(S) OF FENCE. \ INSTALL 810 CO \W/ 12" CAST.IR0N1 LAMPHOLE
VERIFY IE S AND CONTACT I LMH
\ COVER WITH 1/2"`H€X BLS AT PROPERTY LINE.ENGINEER WITH ANYFIt'- RIM=347.46 \ (CONTRACTOR TA LIi�1�RIFY LOCATION AND �
DISCREPANCIES.) IE 6" RCP(N)=340.28 DEPTH OF,SIDE SEWER STUB. -MODIFY AS
AFN# 202007290684 IIE 6" RCP(S)=340.38 FENCE 0.3'(S) NECES Y) - - - - - - \
S AT CORNER \ N 88°42'l3 E 101.3l'- - - -
30.00' W00 FENCE I
1
m I 28LF 6" P / I
Do �
cn / l o BUBBLE -UP
CATCH BASIN I
RIM: 344.75� I
/ W _
LF-6" PVC ® 2% S�, \ /l l / OBSERVATION PORT
RIM 3S7.5t/l RI�1: 346t (TYP)
SHED IE=340.48 " PVC l�l, E) I /
✓/ IE=340.48 6" PV� OUi, W) / 80'X12'X3.5'
CLEANoUT INFILTRATION TREE CH C4 CI
RIM: 346± \ O ' 1 CLEANOUT
O 4" FOOTING DRAIN (TYP.) $ I RIM: 346±
SEE DETAIL C4 ��0.0'
I° cn / i INTO INFILTRATION TRENCH
C SOLID Ll 3LF�6" PVC ®33.39
PUSH -ON T I
RIM: 34fi.165 I B
a i > IE: 3*3 (6" PVC IN, S) "�CO#1 / I �343.5
344. 5 IE. /343 (6" PVC OUT, N) co g�" RIM: 6.9± \
z / Yp#3 Q a RIM: 346.9± IE 3 .25 \ I
j I o I / ZRIM: 346.9± IE 343.9 �\
�� II \ // IE: 344 �a COVERED
PATIO\\ 0 I
I / PATIO I \
6'ROOF DRAIN \ I
I I 9LF-4" PVC ® 2.7q L CO#11 \
I /
-------< RIM: 346.9i\ I
I I I 17.3' IE 344.4 \\
YD#2 I CO#8 \ I
RIM: 346.85$ TIO / RIM: 346.9± \
IE: 344.5E: 344.25 + \
RD u~i 1.91 ST PL SW. 1.81ST PL SW
w `-182ND PL SW
Q 182ND PL 1SW I
REBAR W/CAP OFFSET 1'(W)
ON PROPERTY LINE. 0.35'(W)
_
4
I OF FENCE COR. FENCE COR.
p$I
I 0.6'(W) & 0.1 '(N) OF CORNER
_
SITE
' LEGEND
►� EXISTING MONUMENT (AS SHOWN)
0Op
SANITARY SEWER CLEAN OUT (CO)
184TH
m
�P
LYdMPIC AVE
ST_-SW-
POWER POLE
�Oa SECTION 1/4 CORNER NOT FOUND
31
SECTION CORNER NOT FOUND
_GP
GUY POLEa.
,
/
ElWM
WATER METER
}
185TH
SW
FOUND REBAR/CAP OR I.P. (IRON PIPE)
Da
WATER VALVE
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_-ST
WV
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C CALCULATED
()
PMB
MAILBOX
185TH`PLt'$W
(P) PLAT
UTILITY POLE ANCHOR
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1 _
(M) MEASURED
TER TO BE REMOVED
FIRE HYDRANT (2 NOZZLE)
TYPE I NGPA SIGN
N 186TH
ST SW
i EH�a
-
`T$
R.O.W. RIGHT-OF-WAY W
PROPOSED WATER
W E
P.O.B. POINT OF BEGINNING
PROPOSED SANITARY SEWER
VICINITY MAP
CENTERLINE
PROPOSED STORM DRAINAGE
S
SCALE. 1 "=2000'
CLF CHAIN LINK FENCE
PROPERTY LINE
WDF WOOD FENCE X
X
EXISTING FENCE LINE
W.S. WATER SURFACE //,
//,
EDGE OF PAVEMENT
EOP EDGE OF PAVEMENT
BOW BACK OF WALK
XXX
- - -
EXISTING CONTOURS
0 CB STORM DRAIN CATCH BASIN (CB)
PROPOSED CONTOURS
SD STORM DRAIN MANHOLE (SDMH)
PRE-EXISTING DRAINAGE PATTERN
O SS SANITARY SEWER MANHOLE (SSMH) P
DRY UTILITIES (POWER, PHONE, AND CABLE)
NOTES:
1. THE EXISTING SIDE SEWER WILL NEED TO BE TV'D BY THE CONTRACTOR AND VIDEO MUST BE SUBMITTED TO
PROJE'CTNOTE.°
THE CITY FOR REVIEW AND APPROVAL TO RE -USE.
ALL INTERIOR FENCES ARE TO BE REMOVED OR RELOCATED.
2. IF THE EXISTING SEWER LATERAL IS PROPOSED TO BE REUSED,
THE CITY'S
PUBLIC WORKS DEPARTMENT WILL
NEED TO TV THE LATERAL TO DETERMINE IF IT IS ACCEPTABLE
TO RE -USE.
CONTACT EDMONDS PUBLIC WORKS
z
0112 SEWER D V IS ON, (425) 7 IV SC EDULE NSP EC 0 .
/ � I METHOD OF SURVEY:
RIM: 346.9±
0 J. A MINIMUM OF 3' SEPARATION IS REQUIRED BETWEEN THE DRY UTILITIES (POWER, GAS, PHONE, CABLE, ETC.) SURVEY PERFORMED BY FIELD TRAVERSE
IE 3446.
AND SEWER, WATER AND STORM AND 5' FROM ANY CITY MAIN LINES.
INSTRUMENTATION:
I I ���• I _ - _ 10.0 (.11 4. ALL FINAL RESTORATION SHALL BE COMPLETED BY THE CONTRACTOR NOT THE CITY OF EDMONDS. LEICA TS15 ROBOTIC ELECTRONIC TOTAL STATION
/( I RIM=SSCJ4 \ MAIN \ N 5. ALL UTILITIES TO BE PLACED UNDERGROUND. PRECISION:
/ RIM=346.9 RESIDENCE ' MEETS OR EXCEEDS STATE STANDARDS WAC 332-130-090
1 I I IE=34P.5 27041800103800 FLR. AT 34T I w 6. A MINIMUM OF 10' HORIZONTAL AND 1.5' VERTICAL (AT CROSSINGS) IS REQUIRED BETWEEN SEWER AND WATER
I I \ \ \ 6" ROOF DRAIN I I 00 LINES. BASIS OF BEARING:
6 R)
BSBL CO#13 THE MONUMENTED CENTERLINE OF 184TH ST. S.W.,
\ I _j 7. A MINIMUM OF 5' HORIZONTAL AND 1.0' VERTICAL (AT CROSSINGS) SEPARATION IS REQUIRED BETWEEN WATER AS THE BEARING OF N 88°34'50" E.
I I 10.0' \ / I I Q
RIM: 346.9± _ I I � AND STORM LINES.
z l IE. 344.75 BM
I I 0 8. A MINIMUM OF 2' OF COVER IS REQUIRED FOR ALL STORM PIPES LOCATED UNDER A DRIVABLE SURFACE AND 1 '
27041800104100 I J _ ROCKERY I - I m OF COVER IS REQUIRED FOR LANDSCAPE AREAS. FOUND CASED CONC. MON. W/ 1-1/2" BRASS DISK & 'X"
D I DOWN 0.65'. VISITED 3-13-19. ELEVATION = 358.51 '.
- o i
9. HOME SHALL BE SPRINKLERED. AT INTERSECTION OF CECIL ST. & OLYMPIC AVE.
Qn
Ili o 10. ALL FINAL RESTORATION, INCLUDING WITHIN THE ROW, SHALL BE COMPLETED BY THE CONTRACTOR NOT THE
Id CO 5 I DATUM . NAVD 1988
# \ I CITY OF EDMONDS. NAVD '88-3.62 = NGVD '29 MSL
RIM: 346.9± � 1 I( )
\ o #7 L - - IE 344.85 11. CONTRACTOR SHALL INSTALL AMENDED SOILS PER BMP T5.13 FOR ALL DISTURBED PERVIOUS AREAS ON SITE.
I+ RIM: 346.9± Lo- fiIM.T CO 4346.9± SEE DETAIL 3/C3. ENGINEER
IE. 344.51�1�b o
IE 344.95 I INSIGHT ENGINEERING COMPANY
_ _ 12. IF RIM TO INVERT OF INLETS EXCEEDS 5-FT THEN A TYPE-2 MANHOLE IS REQUIRED.
3 0, I P.O. BOX 1478
�46•S5 RIM. ± 1- F46.85- F F F- 1 y�`O n I 13. THE CITY'S PUBLIC WORKS AND MAINTENANCE DEPARTMENT TO FABRICATE FIRE/AID ADDRESS SIGN. THE CONTACT WA 98206
1 6� RIM: 346.9 I I CONTRACTOR/OWNER SHALL CONTACT THE ENGINEERING DIVISION BY EMAIL AT CONTACT. BRIAN R. KALAB, P.E.
/ �I R= I ENGINEERINGPERMITS�EDMONDSWA.GOV TWO WEEKS IN ADVANCE OF THE REQUESTED SIGN FABRICATION. A SIGN PH: (425) 303-9363
/ F F F �ERMEABLE us F__ AF CE I I I \ \ I FABRICATION FEE WILL BE COLLECTED PRIOR TO PERMIT ISSUANCE. FIRE/AID ADDRESS SIGNS ARE $100 PER EMAIL: INFO�INSIGHTENGINEERING.NET
SEE DETAILS SHEET 6 FOR RUTGUARD INSTALLATION I I I \ SIGN.
/ FF 7�FFF� _ 12" CLEAN OUT
I , a I I SURVEYOR
�� � FFFF I I I I I I I f �F F F TO SURFACE
346. 85 i I PACIFIC COAST SURVEYS, INC.
GARAGE T.O.S. AT 347 I P.O. BOX 13619
I a F F 7 FDRAAy F F 7 7 F F 7 F PROPOSED FLOW MILLCREEK, WA 98082
F__ F__ PAT (TYP.) I o 0 0 0 0 0 0 0 0 0 o CONTACT. DARREN J. RIDDLE, PLS
\ / F F � _ 7-\ 560.0'� CO#2 _ I I ROOF PHONE. (425) 512-7099
i RIM: 346.9± �1 OVERHANG o 0
= I \\ F- F- F- F- F- Frx o I: 345. 5 34 - I I w o 0 0 0 o FAX: (425) 357-3577
/ I- �i 3 1 f 69 oQ#3 I APPLICANT / OWNER
\ �� ������ I RIM: 5.1 U
I I 1 F�-
I o- �� I
TRANSF ER F F F -AD.U.
I F IV F F F Ilk -RR.
F F F F F 1�� AT 347
RIM: �'ROPOSED FLO
FF�FFFFF +
I RIM: 346.9± ARR�(TYP.)
FF�FFFFFF IE: 345.4
F F F F F-I I ����� �� PVC
@ 1
����� ���� ���347.5 ����� �`�' �� �� 69 a PATIO 3 EFN4
30' x 20'
ACCESS EASEMENT_ ,�? FF5F� FF�_F717
I I AF F F FFF F F F F F F F F 346.8 RIM: 346.84±
IE• 345 59 I
N88'39' 16 E
12.77' I
x
FOUND REBAR Nn r.AP
0.4'(S) OF CA
POSITION
N06°55'38
\ 20.22--,,,
W
N43°02'59 "E
13.66'
/
F F F F F F F F F � - � 30" HIGH BLOCK ALL x
--pay- F x WOOD FENX E
- - X N 88'38'51 " E 101.42' \
�20.0' REBAR W/CAP \ \\ I
?NER ON
)PERTY LINE
O'(N) OF FENCE. NOTES.
1. GEOTECH TO INSPECT EXISTING ROCK SUBGRADE TO ENSURE INFILTRATION
CAPABILITIES AND USAGE AS A PERMEABLE SURFACE.
2. GEOTECH SHALL CALLOUT ANY REQUIRED REPLACEMENT AND CONFIRM 3�
INSTALLATION MEETS PRODUCT SPECIFICATIONS AND CITY STANDARDS.
0- 37 11
DAM (TYP.)
"E
Q
Q
r `C `C `C `C `C `C `, `C x `C `C x `C `C `C x `C `C `C `
** REFER TO COBALT GEOSCIENCES MEMOS DATED
y APRIL 27, 2021 AND JUNE 2022. OBSERVED SOILS WERE
y FOUND SUITABLE OF PAVER SYSTEMS AS WELL AS
y DRAINAGE RUNOFF **
W_
COMPLIES WITH APPLICABLE
CITY STORMWATER CODE
I 08/03/2022 I
PROJECT SITE CATEGOR Y. CATEGOR Y 2
DISCHARGE LOCATION: N A
TYPE OF AREA
SQUARE FOOTAGE
STORMWATER FACILITY
LAWN AND LANDSCAPE
7,777 SF
BMP T5.13
ROOFS
4,895 SF
INFILTRATION TRENCH
HARD SURFACES
3,100 SF
PERMEABLE PAVEMENT
HARD SURFACES
630 SF
INFILTRATION TRENCH
25% RETROFIT
N/A
N/A
2 INFILTRATION TRENCH DETAIL
C1 NTS FIGURE 111-3.1.2
B = 343.5'
C = 345.85'
D = 347.5'
AVERAGE GRADE = 345.4'
ACTUAL HEIGHT = 369.9'
MAXIMUM HEIGHT = 370.4'
REVISION 1 - CHANGE FROM
PERMEABLE PAVEMENT TO
RUTGUARD (OPEN CELL GRID)
SYSTEM.
REFER TO ORIGINAL APPROVED
CIVILS FOR ALL OTHER
ENGINEERING REQUIREMENTS.
GREGORY HOY & MIDORI OKA
2630 77TH AVE SE, UNIT A515
MERCER ISLAND, WA 98040
LEGAL DESCRIPTION
LOT 2, CITY OF EDMONDS SHORT PLAT NO. S-25-74 RECORDED UNDER
RECORDING NO. 201903220376, WHICH IS AN AMENDMENT OF
RECORDING NOS. 2357897 AND 2357898, BEING A PORTION OF THE
NORTHWEST QUARTER OF HE NORTHEAST QUARTER OF SECTION 18,
TOWNSHIP 27 NORTH, RANGE 4 EAST, W.M., RECORDS OF SNOHOMISH
COUNTY, WASHINGTON,
TOGETHER WITH AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES AS
DISCLOSED BY 201903220377, WHICH IS AN AMENDMENT TO RECORDING
NO. 2357898.
SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON.
CITY OF EDMONDS
P R D FOR CONSTR UCTION
REVISION ENGINEERING DIVISION
1 ONLY APPROVED AS NOTED
FO .
12'
INFILTRATION TRENCH DETAIL
INSIGHT ENGINEERING CO.
NTS FIGURE III-3.1.2
P.O. SOX - 1478
EVERETT, WA 98206
B
(425) 303-9363 (425) 303-9362 FA)RES
INFO@ INSIGHTENGINEERING.NET Jul 19 2
22
CITY OF EDM1
NDS
SITE ADDRESS: 8051 184TH ST. SW. DEVELOPMENT S
ERVICES
2
CHANGE PERMEABLE SURFACE DETAIL
BRK
06-22-2022
EDMONDS, WA 98026 DEPARTM
T
1
CITY COMMENTS
BRK
08-14-2020
REVISION
TAX ACCOUNT NO.'S: 27041800103800
REV. NO.
DESCRIPTION
INITIALS
DATE
Jul 19 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
R.
DEPARTMENT
o� WAS -/
NW 114, SEC. 18, T. 27 N., R.04 E., W.M.
l3a �
e C7j
HO Y RESIDENCE
o
DWG FILENAME
DESIGNED BY.• DATE:
SCALE:
JOB NO.:
q
ISTE�w~
191023-001.DWG
IJRC 10-03-2019
1"=10'
19-1023
��IONAL ���
SHEET
STORMWATER AND
0711912022
UTILITY PLAN
Of
6
NW 114, SEC. 18, T. 27 N., R.04 E., W.M.
SNOHOMISH COUNTY, WASHINGTON
STEP 4: CONNECT PANELS NOTE:
TM INSTALLATION STEPS After expanding the panels, connect the sides using zip ties. Overlap the edges of the panels GRAVEL FOR RUTGUARD INSTALLATION SHALL BE
RUTGUARD and run the zip tie through the slot and tighten it. CRUSHED SURFACE COURSE AND SHALL
^ ` CONFORM TO THE REQUIREMENTS OF APWA GSP 4-04.2(9-03.9(2)).OPT2
U S I N G L E S S T O S T R E N G T H E N M 0 R E Prior to beginning installation, preparation is key to a successful installation. After taking all
RUTGUARDTM measurements, selecting your RutGuardTM product and gathering all other materials you may ,
need for your project, use the steps below as a guide to Installing the product.
STEP 1: PREPARE SITE
epare sub grade of the installation site by removing rocks and debris from the site, and grading the
rea if needed. RutGuard'm will mimic the surface that it is placed on top of, so if there are bumps and
oles, it will take the same shape. STEP 5: FILL AND OVERFILL
- M■ .�� Fill the panels with your choice of material using a shovel or tractor. Spread material
■ ■ ■ . throughout the panel.
SUGGESTED MATERIALS & TOOLS ■■ ■ ■ ..•�
■■ ■Ill
All suggested materials are able to be either purchased from RutGuard'm, or °
rented/purchased from your local hardware store.PFP1_
•
'w
'M RutGuardMaterial'
! , STEP 2: INSTALL SEPARATION FABRIC
LA
I. 2 3 4 6 8 Lay the fabric directly over the prepared surface and cover the entire area of where your RutGuard'" will
11 be installed. Leave roughly 6-inches of fabric along the outside perimeter. The fabric can be cut to size STEP 6• COMPACT SURFACE
)t Geotextile Fabric* or purchased in specific RutGuard'"sizing on our website.
Suggested 4oz- 6oz material w Compact the surface of your material with a compactor or by using a hand tamper. Repeat
4 r r _ process until RutGuard'm material is no longer visible.
r
--Ito
e -
Zip Ties: - J :..
To connect the panels
_ j
Infill Materia }a
Gravel, Sand, Stone, etc.
Wooden / Rebar Stakes - _ -- �-_ ��- � �, =�.'� `' , •''� -
To hold cells open before filling
- _ STEP 3: STAKE AND EXPAND PANELS FINISHED PRODUCT
!r ~ Shovel or Tractor , Set the panels in place and drive a wooden or rebar stake through the back row of cells. Pull out the
- panels to the desired length. The surface is able to be used immediately after
=A To fill and spread material
- _installation.■ ■
Plate Compactor / Hand ., r'
Tamper CHECK OUT OUR INSTALLATION VIDEO
To compact surface of material
www.rutguard.com
a. youtube.com/rutguard
AM
F.
TELL US ABOUT YOUR PROJECT
*Able to be purchased through RutGuard" � info@rutguard.com
STILL NEED HELP?
INFO@RUTGUARD.COM FOR MORE INFORMATION, VISIT STILL NEED HELP? FOR MORE INFORMATION, VISIT 346.221.2081
346.221.2081 WWW.RUTGUARD.COM info@rutguard.com WWW.RUTGUARD.COM.
1 R UTGUARD INSTALLATION GUIDE 2 R UTGUARD INSTALLATION GUIDE 3 R UTGUARD INSTALLATION GUIDE
C6 NOT TO SCALE C6 NOT TO SCALE C6 NOT TO SCALE
PERMEABLE UNIT PAVERS PER
2" i� MANUFACTURERS RECOMMENDATIONS,
1.5" (MIN) SEE NOTE 1
(MIN) JOINT FILLER AND LEVELING COURSE
(AASHTO GRADING NO. 8), SEE NOTE 2 GRID FILL PER MANUFACTURERS
3 CRUSHED SURFACING CHOKER RECOMMENDATIONS, SEE NOTE 1 MODULAR PLASTIC OR CONCRETE GRID SYSTEM
(MIN) COURSE, SEE NOTE 4 f PER MANUFACTURERS RECOMMENDATIONS
PAVEMENT
BASE COURSE, 6" O O O O�O�O-PAVEMENT MANUFACTURERS RECOMMENDATIONS
ECOMMENDATIONS
SEE NOTE 3 (MIN) PERMEABLE BALLAST, SEE NOTE 5 6" O O O O
(MIN) o 0 0 0 -PERMEABLE BALLAST, SEE NOTE 5
6" RUNOFF TREATMENT LAYER
(MIN) RUNOFF TREATMENT LAYER 1' (MIN) ABOVE SEASONAL / , (IF REQUIRED PER EDMONDS
(IF REQUIRED PER EDMONDS HIGH GROUNDWATER TABLE S\��\��\�\��\��\\/�/ STORMWATER CODE), SEE NOTE 3
1' (MIN) ABOVE SEASONAL STORMWATER CODE), SEE NOTE 6 OR HYDRAULICALLY
HIGHGROUNDWATER
TABLE ///�\�/�\�//\�//\�//\�//�\///�\ SUBGRADE, RESTRICTIVE LAYER SUBGRADE,
OR
\ \/i\/\% SEE NOTE 7 SEE NOTE 4
RESTRICTIVE LAYER
GENERAL NOTES: GENERAL NOTES:
1. REFER TO THE 2017 CITY OF EDMONDS STORMWATER ADDENDUM FOR SETBACK (CHECKLIST 1 1) AND INFEASIBILITY 1. REFER TO THE 2017 CITY OF EDMONDS STORMWATER ADDENDUM FOR SETBACK (CHECKLIST 1 1) AND
REQUIREMENTS. INFEASIBILITY REQUIREMENTS.
CITY OF EDMONDS
2. THE MINIMUM THICKNESS SHOWN ABOVE MAY NOT BE SUFFICIENT FOR ALL APPLICATIONS. A PROJECT SPECIFIC 2. THE MINIMUM THICKNESS SHOWN ABOVE MAY NOT BE SUFFICIENT FOR ALL APPLICATIONS. A PROJECT
PAVEMENT DESIGN SHALL BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON SPECIFIC PAVEMENT DESIGN SHALL BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE APP V F R CONSTRUCTION
IN CIVIL ENGINEERING TO: OF WASHINGTON IN CIVIL ENGINEERING To:
REVISION ENGINEERING DIVISION
2.1. SUPPORT THE ANTICIPATED LOADING (E.G. PAVEMENT DESIGN LIFE, INITIAL AND TERMINAL SERVICEABILITY, 2.1. SUPPORT THE ANTICIPATED LOADING (E.G. PAVEMENT DESIGN LIFE, INITIAL AND TERMINAL APPROVED AS NOTED
RELIABILITY, ETC.) AND SERVICEABILITY, RELIABILITY, ETC.) AND 1 ONLY }�
2.2. TO SATISFY THE HYDROLOGIC REQUIREMENTS OF THE CITY OF EDMONDS STORMWATER CODE (I.E., CODE MAY 2.2. TO SATISFY THE HYDROLOGIC REQUIREMENTS OF THE CITY OF EDMONDS STORMWATER CODE (I.E., CODE FOR: 2
WARRANT A THICKER PAVEMENT SECTION THAN THE MINIMUM STRUCTURAL SECTION REQUIRED). MAY WARRANT A THICKER PAVEMENT SECTION THAN THE MINIMUM STRUCTURAL SECTION REQUIRED).
3. FOR SUBGRADE SLOPES 3% OR GREATER, SUBSURFACE CHECK DAMS OR OTHER METHODS TO PROMOTE 3. FOR SUBGRADE SLOPES 3% OR GREATER, SUBSURFACE CHECK DAMS OR OTHER METHODS TO PROMOTE
SUBSURFACE PONDING ARE REQUIRED. SUBSURFACE PONDING ARE REQUIRED.
4. GEOTEXTILE SHALL NOT BE USED IN PAVEMENT SECTION UNLESS REQUIRED BY GEOTECHNICAL ENGINEER. IF 4. GEOTEXTILE SHALL NOT BE USED IN PAVEMENT SECTION UNLESS REQUIRED BY GEOTECHNICAL ENGINEER. IF
REQUIRED, GEOTEXTILE SHALL CONFORM TO WSDOT 9.33.2(1) GEOTEXTILE FOR SEPARATION, WOVEN TYPE. REQUIRED, GEOTEXTILE SHALL CONFORM To WSDOT 9.33.2(1) GEOTEXTILE FOR SEPARATION, WOVEN TYPE.
5. REFER TO WSDOT LOCAL AGENCY GSPs DIVISIONS 2-9 FOR APWA GSPs. 5. REFER TO WSDOT LOCAL AGENCY GSPs DIVISIONS 2-9 FOR APWA GSPs.
NOTES: NOTES:
1. SURFACE SLOPE SHALL BE 0.5% MINIMUM. MAXIMUM SLOPE PER MANUFACTURER. 1. APPLY MOISTURE RETAINING ADDITIVE TO GRID FILL AND/OR PAVEMENT BASE AS SPECIFIED BY THE INSIGHV ENGINEERING COO
2. JOINT FILLER AND LEVELING COURSE SHALL CONFORM TO WSDOT 9-03.1(4) COARSE AGGREGATE FOR PORTLAND MANUFACTURER.
CEMENT CONCRETE, AASHTO GRADING NO. 8, OR PER MANUFACTURER RECOMMENDATION. P.O. BOX - 2. PAVEMENT BASE SHALL BE INSTALLED PER APWA GSP 4-04.3(5) SHAPING AND COMPACTION. EVERETT, WA 98 98206 R S U B
• 3. PAVEMENT BASE SHALL BE INSTALLED PER APWA GSP 4-04.3(5) SHAPING AND COMPACTION. 3. RUNOFF TREATMENT LAYER SHALL MEET THE REQUIREMENTS IN THE 2017 CITY OF EDMONDS STORMWATER (425) 303-9363 (425) 303-9362 FAX
4. CRUSHED SURFACING CHOKER COURSE SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP ADDENDUM. INFO@INSIGHTENGINEERING.NET Ju 19 2022
4-04.2(9-03.9(2)).OPT2. 4. PREPARE AND PROTECT SUBGRADE PER APWA GSP 2-06.3(3) SUBGRADE FOR PERMEABLE PAVEMENTS. C11 I OF EDMONDS
5. PERMEABLE BALLAST SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-04.2(9-03.9(2)).OPT1. SITE ADDRESS: 8051 1S, ST. 2 E REVEL ARTMENMENT RVICES
2 CHANGE PERMEABLE SURFACE DETAIL BRK 06-22-2022
Know what'sbelOW. 5. PERMEABLE BALLAST SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-04.2(9-03.9(2)).OPT1. EDMONDS, WA 9806 Call before you dig. 6. RUNOFF TREATMENT LAYER SHALL MEET THE REQUIREMENTS OF 2017 CITY OF EDMONDS STORMWATER ADDENDUM. 1 CITY COMMENTS BRK 08-14-2020 TAX ACCOUNT NO.'S: 27041800103800 REVISI N
UTILITYCONFLICTNOTE:• 7. PREPARE AND PROTECT SUBGRADE PER APWA GSP 2-06.3(3) SUBGRADE FOR PERMEABLE PAVEMENTS. REV. NO. DESCRIPTION INITIALS DATE Jul 19 20 2
CITY OF EDMON S
CAUTION. DEVELOPMENT SE ICES
REVISION DATE REVISION DATE DEPARTMEN
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE TYPICAL PERMEABLE APRIL 2021 TYPICAL PERMEABLE APRIL 2021 R •
LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER CITY OF EDMONDS CITY O F EDMONDS M O N D S Was k
SHOWN ON THESE PLANS OR NOT, BY POTHOLING THE UTILITIES AND UNIT PAVER SYSTEM GRASS PAVER SYSTEM �' of �I 9 NW 1/4, 5EC. 18, T. 27 N., R.04 E., W.M.
SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO PUBLIC WORKS STANDARD PUBLIC WORKS STANDARD ~�� r� �c y HOYRESIDENCE
CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® DEPARTMENT DETAIL DEPARTMENT DETAIL
1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT
LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY Fs t . 189� APPROVED BY: R. ENGLISH SD - 623 Fs t 1 R 9� APPROVED BY: R. ENGLISH S D - 6 2 4 DWG FILENAME DESIGNED BY: DATE: SCALE: JOB NO.:
WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS 36499 q w
SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC BLD2019-155 '{� �01S TV, �ti 191023-001.DWG JRC 10-03-2019 1 `20' 19-1023
INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD SSI-NAL �� SHEET
OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING
COMPANY TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH 4 PERMEABLE UNIT PAVER SYSTEM 5 PERMEABLE GRASS PAVER SYSTEM C6
CONSTRUCTION. C6 0711912022 GENERAL NOTES AND DETAILS Of NOT TO SCALE STD DTL. SD-623 C6 NOT TO SCALE STD DTL. SD-624
6