ENG PROJECT ASBUILT (2)* - 19.1% CENTERLINE SLOPE APPROVED VIA WAIVER
DURING SHORT PLAT REVIEW/APPROVAL
R1 TT E R S P LOT A
8354 OLYMPIC VIEW DR
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-%
ff 2 1" SERVICE YIVES s RtM--2- .0 AB
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( ) 1., !$ - IE =265.0 �AB3 rf J
�`��� W� METERS �! f" ROOF INF. TRENCH
ff ~ -IE=265.09(S)ZAB)' j
28 X6 , �E SECTION
CB(AB) t / -_
RIM=258.84(AB) TM 25.8
----------I� PGIS T H ..! s� � � J � �L.. �m -- TOP=z'44.i}274.97(AB)
IE( )=256.29(AB),. ✓ �~ 38 X8 SE SECTION IE=479-�269.27(AB)
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" UTILITY - CONDUIT
I 1 GAS - 2" PVC
r'` ELEC - 3" PVC
CB�AB� PHONE - 2" PVC
RIM=2 8 82(AB)_ N� I T.V. - 2" PVC
IE(N)=256.27(AB)-
! IE(S)=257.02(AB)
,FOOTING, AND WAL '' \ r f �j SSCO( = f r I 1-j" WATER SERVICE
l DRAINS [HARG 1" CONNECTION FOR LOT B.
-TO'\EXISTIN \ -" ' * _____ ----- CONTRACTOR TO INSTALL
ROADSIRE DI 24 4 P/C (AB. P \ -g�µ �% =- a - SERVICE LINE WITH TRACER
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WIRE.
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fNGIN_EERILLG_PLANS FOR WALL CONCRETE -
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SITE ATU1v1T - /� / _PARCH----- (AB)
- - 1-j" WATER SE,&VIGE' � � - 0 10
,, ' r' I ,�FALC DRAT AND FOOTINGS ! / '' GONNECTi$N TO HOUSE. GONC:_QR_ _ ��-
'ORAIN TO 0 CT / ��� " ``�� I ASPH. D/W HORIZONTAL SCALE
/ CB /� CONTRACTOR TO INSTALL �' -
rf r"I WITH 4 PVC i SERVICE LINE rWI-Tki- TRAC1 R�
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PAVEMENT TOPSOIL BACKFILL VARIES TOPSOIL BACKFILL
MIN..
TOP=266.0
`� ✓� f ''y 0.5 1-112 INCH WASHED ROCK 0.5, 1-112 INCH WASHED R(
j f ' DRAINAGE GE07EXTILE DRAINAGE GEOTEXTILE
✓ f f 1.0' (MIRAFI 140N OR EQUAL) O.5' (MIRAFI 140N OR EQU<
(TOP &SIDES ONLY) IE= 265.0 (TOP & SIDES ONL Y)
2.5 12" PERF. PVC ® 0. 007. 3.0 6" PERF. PVC ® 0.00i
r y f BOTT= 262.0
/ r 4. 0' 4.0' 3.0' 3.0'
r`.- - -- - I' MIN. 1' 7U/N
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SEASONAL HIGH
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_ - 031 t / - GROUND -WATER
299.733
XRC
PGIS INFILTRATION TRENCH DETAIL
/ NOT TO SCALE
(SEE SHORT PLAT PLANS FOR DETAILS)
SEASONAL HIGH
GROUND -WA TER
ROOF INFILTRATION TRENCH DETAIL
NOT TO SCALE
(TO BE INSTALLED AT TIME OF BUILDING PERMIT)
GENERAL NOTES
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1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD
PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL,
STATE, AND FEDERAL CODES, RULES AND REGULATIONS:
CURRENT INTERNATIONAL BUILDING CODE (IBC) :
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2018 WSDOTlAPWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION
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WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET
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- SOUND BASIN (CURRENT EDITION)
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2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD
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DETAILS, UNLESS NOTED OTHERWISE
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3. A COPY OF THESE APPROVED PLANS MUST BE ON THETOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS
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4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL
GOVERNING AUTHORITY.
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5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT"
of
'DRAWINGS AND SHALL SUMMARIZE ALL AS- BUILT CONDITIONS ON ONE SET OF REPRODUCIBLE FOR
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SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE
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SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT
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APPROVAL. -
-:6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION.
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7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS
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BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE
ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBI ITY OF THE CONTRACTOR TO INDEPENDENTLY
VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER
.UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR
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SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR
CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE
COMPLETENESS. OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS.
ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE.
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18: CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE
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UNDERGROUND UTILITIES LOCATION SERVICE 0-800424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION.
i9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK
AND 814ALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES.
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10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS.
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-�11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL
THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT
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..COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT.
-12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT
_GEOTECHNICAL REPORT.
13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS TO BE
PLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTIVE ACTIVITIES (i.e. HEAVY EQUIPMENT,
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STOCKPILING)..
14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE
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SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT
AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT.
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15. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO
INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER.
16. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE
CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE.
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17. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE
.SYSTEM DOWNSTREAM OF THE SITE STORMWATER DETENTION SYSTEM.
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- 18. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE
IMPROVEMENTS INDICATED ON THESE DRAWINGS.
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19. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE
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EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE
REQUIREMENTS AND STANDARDS.
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20. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER
ACCEPTABLE METHODS FOR THE PREVENTION OF ON- SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE
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EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS.
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21. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE
STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL.
22. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK
MATERIALS ARE REQUIRED.
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23. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN.
24. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM
DISTANCE OF 10 FEET OR AS RECOMMENDED BY THE PROJECT GEOTECH.
25. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS
'NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND
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PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR
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SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED.
26. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER
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SERVICE INTERRUPTIONS,: HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR
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'SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE
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MARSHAL.
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27. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE
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- INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO EXISTING
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UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID
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-UTILITIES.
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28. ALL UTILITIES SHALL BE PLACED UNDERGROUND.
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29. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED
AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE
PRIOR TO BACKFILLING.
30. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED,
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LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S
REPRESENTATIVE AND. CITY.
31. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE.
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32. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO 950%.
COMPACTION
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- TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING.
33. WHERE. NEW PIPE CLEARS. AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM
AS A CUSHION BETWEEN THE UTILITIES.
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NOTES
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1. UTILITY PATCHES SHALL BE COMBINED AND FULL WIDTH OR HALF WIDTH OVERLAY WILL BE
REQUIRED DEPENDING ON THE EXTEND OF DISTURBANCE. WHERE UTILITY PATCHES FALL ENTIRELY
WITHIN NONE TRAVEL LANE, THE OVERLAY SHALL EXTEND TO THE CENTERLINE OF ROADWAY.
WHERE UTILITY PATCHES EXTEND INTO BOTH TRAVEL LANES THEN A FULL WITH OVERLAY IS
REQUIRED.
2. 10' MINIMUM SEPARATION BETWEEN WATER AND SEWER MAINS AND/OR SERVICES.
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3. ALL FINAL RESTORATION SHALL BE COMPLETED BY THE CONTRACTOR, NOT THE CITY OF
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EDMONDS.
4. FOR ANY CLEAN -OUT LOCATED WITHIN A PAVED AREA A 12" CAST IRON LAMPHOLE COVER
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WITH I" HEXBOLTS SHALL ALSO BE INSTALLED. PVC TO BE SDR 35 OR BETTER FOR ALL SEWER
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SERVICE LINES.
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5. REFER TO RECORDED SHORT PLAT FOR ALL LOT DIMENSIONS AND EASEMENTS.
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IMPERVIOUS SURFACE CALCULATIONS:
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RESIDENCE 1,937 SF
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WALKWAY 85 SF
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PORCH 9SF
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DRIVEWAY 330 SFLL-
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TOTAL IMP. 2,361 SF
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NOTE: THE DRAINAGE SYSTEM DESIGNED
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FOR THIS SHORT PLAT ALLOWS UP TO 3,000
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SF OF IMPERVIOUS SURFACES TO BE
CONSTRUCTED ON LOT A, (EXCLUDING THE
CALL 48 HOURS
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SHARED ACCESS WITHIN THE EASEMENT).
BEFORE YOU DIG
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STRUCTURAL LOT COVERAGE:
PROD. NO.
MN. BY:
RESIDENCE 1,198 SF THESE PLANS ARE AS -BUILT DRAWINGS,
16-0915
JMS
GARAGE 624 SF AND THE INFORMATION SHOWN ACCURATELY
PORCH 9 SF REFLECTS EXISTING FIELD CONDITIONS
DATE:
PROVIDED BY RON HIWARD, PLS AS OF
7/20/18
TOTAL 1,831 SF (14%) NOVEMBER 2023.
seA,JE:
LOT AREA 13,618 SF
1" =20'
DRAWING NO.
PERMIT #: BLD2018-1030 1 1 OF
SUBDIVISION FILE #: PLN20120021