2006 Engineering Plans.pdfSW 1/4, SECTION 13, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M.
NORTON RESIDENCE
806 CARY ROAD
EDMONDS, WA 98020
OWNER/APPLICANT CONSULTANTS
MIKE & SABINA NORTON ARCHITECT CIVIL Dow
BOB CARY ROAD SKB ARCHITECTS, ULC CG ENGINEERING
EDMONDS� WA 98020 1403 3RD AVENUE #310 250 41H AVE. S., SUITE 200
SEATTLE. WA 98101 EDMONDS, WA 9OD20
206.90.D575 FAX 206.gD3.15BB 42&77B.f5OO FAX 778.5535
CONTACT. KYLE GAFFNEY CONTACT: ROSS JARVIS
WEILAND ECOLOGIST
PENTEC ENVIRONMENTAL
120 THIRD AVENUE SOUTH, SUITE 110
EDMONDS, INA 911020,
425.775.4682 FAX 425.778,9417
CONTACT. CEUNA ABERCROMBIE
aTy oF EDMONDS SWARD NOTES
GENERALNOWS
1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE
CITY OF EDMONDS STANDARDSA THE FOLLOWING SPECIFICATIONS AND CODES,
AND ALL OTHER APPLICABLE LOCAL MUNIOPAL. STATE AND FEDERAL CODES,
RULES AND REGULATKAS:
-107 UNIFORM BUILDING CODE
-DUFMT MITO %mr/ApwA STANDARD SPECIFICATIONS FOR ROAD,
BRIDGE AND MINCIPAL CONSTRUCTION
-WASHINGTON STATE DEPARTMENT OF ECOLOGY SIDIRMINATER MANAGEMENT
MANUAL FOR THE PUGET SOUND BASH [CUFXN7 EDITION)
I STANDARD PLAN AND TYPE NUMBERS WAIM ON THESE DRAWINGS REFER
TO WSDDT STANDARD PLANS FOR ROAD, BRIDGE AND MLHCIPAL CONSTRUCTION.
I A COPY OF THESE APPROVED RMS MUST BE CN THE JOESITE WHENEVER
CONSTRUCTION IS IN PROGRESS
C DEVIATIONS FROM THESE PLANS MIST BE APPROVED BY THE ENGINEER OF
RECORD AND THE LOCAL GOVERNING AUTHORITY.
5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS
ON A SET OF 'AS-BULl' DRAWINGS AND SHALL SUMMARIZE ALL AS-BULT
CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE
0*8 PRIOR TO PROJECT COMPLETION AND ACCEPTANCE
& ELEVATIONS SIM ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION.
7. THE LOCA71ONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON
HAVE BEEN FURNISHED BY OTHERS BY F11D SIftY OR OBTAINED FROM
AVAILABLE RECORDS AND SHOULD IHEREFORE BE CONSIDERED APPROXIMATE ONLY
AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSHLFFY OF THE
CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY
LOCATIONS SHOWN AND 70 FURTHER DISCOVER AND PROTECT ANY OTHER
UTILITIES NOT SHOWN HEREON *101 MAY BE AFFECTED BY THE IMPLEMENTATION
OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION. DEPTK 97F. TYPE AND
COMMON OF EXISTING UTILITY LINES AT TOWNECTTION OR CROSSING POINTS
BEFORE TRENCHING FOR NEW UTILITIES. DO ENGINEERING ASSUMES NO
RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF IRE DOSING
UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS.
& CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES YANG
CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION
SIRVa (I-WO-424-M) AT LEAST 48 HO(JRS PRIOR TO CONSTRUCTION-
9. CONTRACTOR SHAIL VERITY A.LL CD*M AND DIMENSONS AT THE
PROJECT S17E BEFORE STAR71NG WORK AND SHALL NOTIFY OWNER'S
REPRESENTATIVE OF ANY DTSWANCIES.
10. PIPE LENGTHS WHERE SHOWN ARE APPROMATE AND MAY CHANGE DUE 70
FELD CONDITIONS.
11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECINCAL REPORT
(MERE APPLICABLE) MD SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE
CONTENTS THEREOF. ALL SITE WORK MALL BE PIRFORMED IN STRICT
COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT.
12. S7RUCTURAII. FILL MATERIAL AND PLACEMENT SHALL CONFORM 70 THE
RECOMMENDATIONS OF THE PROJECT CE07EDWAL ROUT.
I& MANN= CATCH BASK UTILITIES AND PAVEMENT SHALL BEAR ON
MEDIUM DENSE TO VERY DENSE NA71YE SOIL OR COMPACTED STRUCTURAL FILL
IF SOL IS DWUR96. SOFT. LOOSF- IV OR IF Onae MATERIAL IS
PRESENT AT SIAMADE ELEVATION. REMOVE AND REPLACE WITH COMPACIED
STRUCTURAL FILL PER GEOTEORCAL REPORT.
14. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS
OF BUILDINGS, LANDSCAPED ARM AND OTHER PROPOSED OR DOSITHG SITE
FEATURES.
15, SEE ARIDHINCILRA. DRAWINGS FOR PERINETER FMWA71ON DRAWS.
FOLINDAIDIN DRAINS SHALL BE HDEPDWIT OF 07HER SITE DRAIN LINES AND
SHALL BE TIGHTUNED TO THE STORM DRAIN SYSTEM WHERE INDICATED
ON THE PLANS.
IS. ALL REQUIRED STORMWAXR FACUTES MUST BE CONSTRUCTED AND IN
OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS 01HMWSE
LEGAL DESCRIPTION
PARCEL 'A7.
SHEETINDEX
C1.1
COVER SHEET & GENERAL MOTES
C2.1
TESC PLAN
C3.1
GRADING & DRAINAGE PLAN
C3.2
GRADING & DRAINAGE DETAILS
C4.1
WATER & SEWER PLAN
CDWMDICING AT THE SOUTHEAST DDINER OF TIE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF
SECTION 24, TOWNSHIP 27 NORTH. RANGE 3 EAST. W.M, IN SNOHOMISH COUNTY, WASHINGTON. THENCE N
D-38`W E A DISTANCE OF 3M FEET; THENCE N 8&54!26' IN A DISTANCE OF 1RD FEET, THENCE N
O`3rW I A DISTANCE OF 10 FEET. THENCE N arSX2V W A DISTANCE OF M19 FEET TD THE MA
POINT OF KOHNIK, THENCE N 0-.W34 ' E A DISTANCE OF 220 FEET. T)Oa N W54-26' W A DISTANCE
Of 443 FEET. THENCE S 2YV4W w A DISTANCE OF 2DIL7 FEET ALONG THE EAST SIDE OF ROO.
TOO! S D37'09* W A DISTANCE OF 29.0 FEET. THENCE S W54W E A DISTANCE OF suGg FEET io
THE TRUE PONT Or BECINNIK. ALL IN GOVERNMENT LOT 1, IN THE NORTHWEST QUARTER OF SEC70 24,
IO%W9W 27 NORDt RANGE 3 EAST. WM, IN 9KMW191 COUNTY. VA9(Wlot EXCEPT ANY PORTION
TTIEKOF LYING WTHN THE BOUNDARIES OF THOM CERTAIN TRACTS MmM By DEMS KCOROEO UNDER
RECOROW NOS 394410. 45MX 342152 AND 657149
PARCEL T.-
AN EASEMENT FOR ROAD PURPOSES OYER THE FOLLOWING STRIP OF LAND 16 FEET WIDE KNOWN AS A
PRIVATE ROAD. THE CENTER LINE OF SAID 16 FOOT STRIP COMMENCING AT A POINT HEARING N BEI-542r E
A DISTANCE OF 10 FEET FROM THE NORTHWEST 000 OF SAID Z51 ACRE TRACT; XNCE S 25-0246- W
A DISTANCE Or 201170 FErl. ININCE S 0-3TW W A DISTANCE OF 369 FEET, MORE OR LESS, TO A
POINT ON STREET RUNNING EAST AND VEST ON 1/16TH UNE.
EROSION CONTROL NOTES
17. ALL ROOF DRAINS, PERIMETER FOIJNDA71DN DRAINS, CATCH BASINS AND 1130.050 DEVELOPMENT APPROVAL STANDARDS FOR DMON AND SEDIMENTATION
OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM. CONTROL (EsC) PLAN,
NO FOOTING AND SUBFLOOR DRAWS SHALL BE CONNECTED TO DETENTION SYSTEM.
I& CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR
A. ESC MINIMUM REQUIREMENTS. ALL ACTIVITIES NECESSITATING A DEARING OR GRADING
INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAVWNGS.
PERMIT AND ALL UTILITY PROJECTS CONSISTING OF MORE THAN 500 LINEAL FEET OF
19. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE
TRENCH DODRAION SHALL BE REQUIRED 70 CONTROL EROSION AND SEDIMENT BURN
SHALL BE RETURNED TO, THE ECUIVALIENT OF THEIR RECONSTRUCTION CONDITION
CONSTRUCTOR AND ID PERMANENTLY STABILIZE DOPOSM SOL RESULTING FROM
IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS,
CONSTRUCTION. PROJECTS INVOLVING A CRITICAL AREA MAY ALSO BE REQUIRED TO COMPLY
20. ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER
WITH MY COMBINATION OF THE ESC MNMUM REQUIREMENTS. COMPLIMCE WILL BE
ACCEPTABLE METHODS FOR THE PREVENTION OF ON -SIX EROSION AFTER THE
DEMONSTRATED 1HROUGH THE IMPLEMENTATION OF AN APPROVED ESC PIA GUIDELINES
COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL K" FOR SPECIFIC
FOR PREPARING ESC PLANS ARE PROVIDED IN THE MANUAL THE PLAN MUST ADDRESS THE
GRADING AND EROSION CONTROL REQUIREMENTS.
FOLLOWING REQUIREMENM*
21. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL 71MES BY
SWEEPING. WASHING OF THESE STREETS WU. NOT BE ALLOWED WITHOUT PRIOR
1. ESC MINIMUM REQUIREMENT - CONSTRUCTION ACCESS ROUTE CONSTRUCTION VDIICLE
APPROVAL
ACCESS SHALL BE, WHENEVER PRACTIM LIMITED TO ONE ROUTIE ACCESS POINTS SHALL
22. THIS PROIJECT ISS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT
BE STABILIZED WITH QUARRY SPALLS OR MSG ROCK TO MINIMIZE THE TRACKING OF
AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED.
SEDIMENT ONTO PUBLIC ROADS. IF SEDWENT IS TRANSPORTED ONTO A ROAD SURFACE, THE
23. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED
ROADS SHALL BE CLEANED THOROMY AT THE END OF EACH DAY. SEDIMENT SHALL BE
CONTOURS OR SPOT ELEVATIONS SHOWN.
REMOVED FROM ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A
24. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5%
CONTROLLED SEDIMENT DISPOSAL AREA WINN 24 HOURS STREET WASHING SHALL BE
SLOPE FOR A MINIMUM DISTANCE OF 10 FEET.
ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER.
25. CONTRAC70R SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN
2. ESC MINIMUM REQUIREMENT - STABIL17AIlON OF DORM AKAS. ALL SOILS EXPOSED
SHORING AND BRACING AS NECESSARY TO PROTECT WWERS, DOSING
BY LAND DISIURMNG ACTIVITIES SHALL BE STABILIZED BY SUITABLE APPLICATION OF BMPS'
BUILDINGS, STREETS. WALKWAYS, UTILITIES AND OPiER EXISTING AND
INCLUDING, BUT NOT LIMITED 70, SOD, HYDROSEEDING, OR OTHER VEGETANK PLASTIC
PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING
COVMNr, OR MULCHINOL ALL BMIPS MALL BE SELECTED. DESIGNIA AND MAINTAINED IN
EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF
ACCORDANCE WITH THE MANUAL IIHE DOPOSED SOILS SHALL BE STABILIZED ACCORDING TO
SHORING AND BRACING, AS REQUIRED.
AN APPROVED TIMETABLE (TYPICALLY, NO SORS SHALL REMAIN EVOSM FOR MORE THAN
26. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY
TWO DAYS FROM OC70BER I ]HROJIGH MR 30 AND NO MORE THAN SEVEN DAYS FROM
RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND
MAY I 1"am somm 30).
APPROPRIATE U71UTY COMPANIES. CONNECTIONS TO DOSING UTILITIES SHALL
3. ESC MHMUM REQUIREMENT - PROTECTION OF ADJACENT PROPERTIES. AIWICENT
BE MADE ONLY WITH THE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING
PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY APPROPRIATE USE OF
27. EXISTING UPUTY LINES IN SERVICE WHICH ARE DAMAGED DUE TO
VEGETATIVE OHM STRPS, SEGMENT BARRIERS OR FILTUM DIKES OR MULCHING, OR BY
CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOWS EYPENSE AND
A COMBINATION OF THESE MEASURES AND OTHER APPROPRIATE LIMPS
28. NEW UTILITY LOCA71ONS ARE GENERALLY SHOWN BY DIMENSON, WHERE NO
4. ESC MINIMUM REQUIRDIENT - MAINTENANCE ALL EROSION AND SIEDIMENT CONTROL
DIMENSIONS ARE INDICATED. LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD
EIMPS SHALL BE REMILARLY INSPECTED AND MAINTAINED BY THE OYU 70 ENSURE
ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE.
CON IINUED PERFORMANCE OF THEIR INIDIDED FUNCTION. ALL MAINTENANCE AND REPAIR
29. WHERE 14EW PIPE CLEARS AN DOSING OR NEW UTILITY BY 6' OR LESS.
SHALL BE CONDUCTED IN ACCORDANCE 141H THE MANUAL
PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTIUTIE&
5. ESC MINIMUM REQUIREMENT - OTHER BMPS. AS REQUIRED BY IHE CITY, OTHER
30. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE
APPROPRIATE EIMPS TO MITIGATE THE EFFECTS OF HOLISM RUNOFF SHALL BE APPLIED.
UTILITIES WITHIN THE BULDING.
6, OWN AND SEDIMENT CONTROL REQUIREMENT - UNDERGROUND UTILITY
31. SEE ELECTRICAL DRAWINGS (MERE APPLJCABLE) FOR EXTERIOR ELECTRICAL
WORK.
CONSTRUCTION. THE CONSIRMON OF UNDEFIGIROCIND UTILITY LINES SHALL SPECIFICALLY
ADDRESS THE FOLLOWING:
32. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR STE IRRIGATION
A EROSION CONTROL FOR EXCAVATED AND S7DCKPLM MATERIALS;
SYSTEM.
B. INE PLACEMENT OF DICAVAIM MAXIM INHERE CONSISTENT WITH SAFETY AND
33. STREET CLOSURES WILL NOT BE PERMITTED. CONTRACTOR SHALL PROVIDE
SPACE CONSIDERATIONS SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES;
PROPER TRAFFIC CONTROL TO INSURE TRAFFIC FLOW IN AND AROUND THE
C TRENCH DEVATENC SYSTEMS (MUST DISCHARGE H70 SEDIMENT TRAPS, SEDIMENT
117EFTSECION. THE CONTRACTOR SHALL REQUEST MY STREET CIOSI RE IN
PONOS� OR OTHER ACCEPIPPLE MEAHS�
WRITING TO THE CITY ENGINEER. ONE WEEK PRIOR TO THE EFFECTIVE DATE.
D. TRADING AND SPILLING Of MATERIALS ON STREETS DUE 70 HAULING:
CLOSURE OF THE STREET SHALL BE TEMPORARY IN NATURE AND THE CONTRACTOR
L DAILY CLEANUP AND STREET MAINIENANCE.
DIALL COORONATE WITH OTHER DEVELOPERS IN THE AREA. WHO MAY BE USING
7. ADDITIONAL ESC MINIMUM REQUIREMENTS FOR LARGER DEV111OPMENTS. ALL NEW
THE STlrdT �OR A CONSTRUCTION ACCESS. IF APPROVAL IS GIVEN TO
DEVELOPMEW AND REDENELOPMEI THAT INCLUDES LAW DISTURBING ACTIVITIES OF
TEMPORARILY CLOSE THE STREET, THE CONTRACTOR SHALL POST SIGNS AND
GREAIIER 7HM, OR EQUAL TD, ONE ACRE IN ADDITION TO MnNG THE MINIMUM
NOTIFY THE ADJACENT NEIGHBORS IN ADVANCE OF MY CLOSURE
REQUIREMENTS SET FORTH ABOVE SHALL COMPLY WIN ESC REQUIREMENTS LISTED BELOW.
34. THE CONTRACTOR SHALL BE RESPONSIBLE TO MINIMIZE DUST CREATED BY
B. ESC MINIMUM REQUIREMENT - DELINEATE CUEARING AND EASEMENT UNITS. IN INE FIELD.
CONSTRUCTION AND MAINTAIN DEVICES AND/OR PROCEDURE TO REDUCE DUST
MARK CLEWNC UUTS AND/OR ANY EAStUDITS, SETPACK% SENSITIVE/CRITCAL AREAS
UNTIL THE WORK IS COMPLEX.
AN) THE OUTDZ� MIS AND KkINAGE CCIU;qS
SL ESC MINNOW REQUIREMENT - SEDIMENT TRAPPING. PRIOR TO LEAVING THE SITE, STORM
WATER RUNOFF SHALL PASS THROUGH A SEDIMENT POND OR SEDIMENT TRAP, OR OTHER
APPROPMATE BMPS. SEDIMENT PONDS AND TRAPS, PERIMETER Din SEDIMENT BARRIERS,
A40 OTHER OMPS INTENDED TO TRAP SEDIMENT ON-91 SHALL BE CONSTRUCTED AS A
10. ESC MINIMUM REQUIREMENT - CUT AND FILL SLOPE& CUT AND FILL SLOPES SHALL BE
DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MHMIZE EROSIOIL IN ADDITICK
SLOPES SHALL BE STABILIZED IN ACCORDANCE NTH ESO REQUIREMENT NO. 2.
11. ESC MINIMUM REQUIREMENT - OONWI.UNG OFF -SITE EROSION. PROIIMTIES AND
WATER WAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM DIVISION
DUE TO INCREASES IN THE VOLUME, VELOCITY, AND PEAK ROW RATE OF STORM WATER
RUNOFF FROM THE PROJECT SIX
12. ESC MINIMUM REQUI&UT - STABILIZATION OF TEMPORARY CONVEYANCE CHANNELS
AND OUTLETS. ALL TDIPORARY ON -SITE CONVEYANCE CHANNOLS SHALL BE DESIGNED.
CONSTRUCTED AND STABILIZED TO PREVENT ERMON FROM THE EXPECTED VELOCITY OF
FLOW FROM A TWO-YEAR. 24-HOLR FREQUENCY STORM FOR THE DEVELOPED CCNDITOK
STABIUZA11ON ADEQUATE TO PREVENT EROSON OF OUTLETS, ADJACENT STREAM BANKS.
SLOPES AND DOWNSTREAM REACHES SHALL BE PROVIDED AT THE OUTLETS OF Ali
CONVEYANCE SYSTEMS.
1.1 ESC MINIMUM REQUIRINENT - STORM DRAIN INLET PROTECTION. ALL STORM DRAIN
INLETS MADE OPERABLE DURING CONSTRUCIN SHALL BE PROTECTED SO THAT STORM
WATER RUNOFT SHALL NOT ENTER THE CONVEYANCE SYSTEM WIRCUT FIRST BEING
FILTERED OR 01HMWSE TREATED TO REMOVE SEDIMENT
14. ESC REQUIREMENT - REMOVAL OF TEMPORARY BMPS. ALL TEMPOIARY EIMON NO
SEDIMENT CONTROL BMIPS SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL STE
STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY BIMPS ARE NO LONGER NEEDED.
RQPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. DISTURBED SOL AREAS
RESULTING FROM REMOVAL SHALL BE PERMANENTLY STABILIZED.
I& EROSION AND SEIXMENT CORM REOUIRnIENT - DEWAIERING CONSTRUCTION MIES,
DIEWATERING SYSTEMS SHALL DISCHARGE IN70 A SEDIMENT TRAP OR SEDIMENT POW.
I& UNISON AND SEDIMENT CONTROL REOUIREMENT - CONTROL OF POLLUTANTS OTHER
INAN SEDIMENT ON CONS' MUCTION SITES. ALL POLLUTANTS OTHER THAN SEDIMENT THAT
OCCUR ON SIX WRING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A
MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORM WATER.
17. EROSION AND SEDIMENT CONIM REQUIREMENT - FINANCIAL LIABILITY. PERFOINANCE
BONDING. OR OTHER APPROPRIATE FINANCIAL INSTRUMENTSh SHALL BE REQUIRED FOR ALL
PROJECTS 70 ENSURE CDWUANCE WITH THE APPROVED CON AND SEDIMENT CONTROL
BENCHMARK
REFER TO ASSUMED DATUM LOCATED
AT THE END PK NAL AT CENTERUNE
OF CASPER ROAD
EL-100.00 FT
CONTOUR INTERVAL- 2FT.
S70RM DRAINAGE NOTES
PIPES
VICINITY MAP PROJECT SITE -Alllllll�h-
NIS
1. ALL STORM SEWER PIPE SHALL CONFORM WITH CURRENT EDITION OF
WSDOrS STANDARD SPECIFICATIONS FOR ROAD. BRIDGE AND MUNICIPAL
CONSTRUCTION AND TO CITY STANDARDS.
2. ALL PIPE SHALL BE PLACED ON STABLE EARTH, OR COMPACTED GRAVEL
MATERIAL
3. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE OR
PIPE -ARCH IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6-. MAXIMUM
DEPTH 8-, THOROUGHLY TAMPING EACH LAYER. COMPACTED LAYERS MUST
EXTEND FOR ONE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE
OF THE TRENCH. (REFER TO WSDOT STANDARD SPECIFICATION 7-D4.3(3)
AND STANDARD SPECIFICATION 2-03.3(14)C, METHOD B & C.
4. BACKFILL AROUND PIPE MUST BE COMPACTED TO A SPECIFIED AASHTO
7-99 DENSITY OF 90X USE REASONABLE CARE IN HANDLING AND
INSTALLATION.
5. ALL DRAINAGE PIPE COUPUNGS. FITTINGS. ADAPTERS III APPURTENANCES
SHALL BE SPECIFICALLY DESIGNED FOR THE INSTALLED PIPE AND SHALL BE
INSTALLED PER MANUFACTURE'S RECOMMENDATIONS.
6. ALL CATCH BASINS SHALL HAVE LOCKING LIDS,
CATCH BASINS AND MANHOLES
1. ALL CATCH BASINS SHALL BE TYPE I UNLESS OTHERWISE NOTED.
2. ALL CATCH BASNS WITH A DEPTH OVER 5.0 FEET TD THE FLOW LINE
SHALL BE A TYPE IT CB OR LARGER (MANHOLE).
& THE CONTRAC70R SHALL BE RESPONSIBLE FOR ADJJS71NG ALL MANHOLE,
INLET, AND CATCH BASIN FRAMES AND GRATES PER CITY STANDARDS JUST
PRIOR TO POURING OF CURBS AND PAVING.
4. ALL GRATES SHALL BE DEPRESSED 0.1 FEET BELOW PAVEMENT LEVEL
5. ALL TYPE 11 CATCH BASIN MANHOLES, INLET, AND CATCH BASINS SHALL
HAVE LOCKING LIDS.
6. STANDARD LADDER STEPS SHALL HE PROVIDED IN ALL CATCH BASINS
AND MANHOLES EXCEEDING 5 FEET IN DEPTH.
7. ALL CATCH BASINS WITHIN THE CITY RIGHT-OF-WAY SHALL BE LOCKING
VANED GRATES.
SUPPLEMENTAL NOTES
SUPPLEMENTAL 00AL H07ES
1. ALL MATERIALS AM WOW SHOW ON THEM PLANS SHALL CONFORM 70 THE
CITY Or EDMONDS STANDARDS, THE CURRENT EDITONS OF THE
FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPUCABLE LOCAL
MUNICIPAL, STATE MD FEDERAL CODES. RULES AND REQUION&
-INTERNATIONAL RUNG CODE
-WSDOT/APWA STANDARD SPECIFICKDONS FOR ROAD, BRIDGE AND
MUNICIPAL CONSTRUCTION
-WASHINGTON STATE DEPARTMENT OF ECOLOGY STWWATER MANAGEMENT
MANUAL FOR THE PUGET SOUND BASIN
2. A COPY OF THESE APPROVED PLANS MUST BE ON THE JDBSITE WHENEVER
CONSTRUCTION ISS IN PROGRESS,
I DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGWEEII OF
RECORD AND THE LOCAL GOVERNING AUTHORITY.
4. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLMS
ON A SET OF *AS-BULr DRAWINGS AND SHALL SUMMARIZE ALL AS -BUILT
CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SLIEWITTAL TO THE
OWNER PRIOR 70 PROJECT COMPLETION AND ACCEPTANCE
5. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION.
S. THE LOCATIONS OF DOSING UTILITIES AND SITE FEATURES SHOWN HEREON
HAVE BEEN FURNISHED BY OTHERS BY FELD SURVIEY OR OBTAINED FROM
AVAILABLE RECORDS AND MOULD THEREFORE BE CONSIDERED APPRO)OMATE ONLY
AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE
CONTRACTOR 70 INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY
LOCATIONS MOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER
UTILITIES NOT SHOWN HEREON *101 MR BE AFFECTED BY THE NPLEMENTATION
OF THIS RAN. CONTRACTOR SHALL WRIFY LOCATION, 094K SIZE, TYPE AND
CONDITION OF DOSTING UTILITY LINES AT CONNECTION OR CROSSING POINTS
BEFORE TRENCHING FOR NEW UTIUMS. CG ENGWEERING AMUMES NO
RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE DOSING
UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS
7. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING
CONSMICHON MD SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION
SERVICE (1-1100-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRIJCTI
B. CONTRAC70R SHALL METIFY ALL CONDITIONS AND DWENSIONS AT THE
PROJECT SIX BEFORE STARTING WORK AND MALL NOTIFY ONIVS
REPRESENTATIVE OF ANY DISCRERMCIES.
9. PIK LENGTHS WHERE SHOWN ARE APPROXIMATE AND WAY CHANGE DUE TO
FELD CONDITIONS AS WROVED BY THE CITY OF EDMOND&
10. CONTRACTOR SOIL OBTAIN A COPY OF THE GEOXCHNICAL BY ROUT AND
SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SIX
WORK SHALL BE PERFORMED IN STRICT COMPLIANCE NTH THE RECOMMENDATIONS
OF THESE REPORTS,
11. SEE SURVEY AND ARCHITECTURAL. DRAWINGS FOR DWEINRONS AND LOCA71M
OF BUILDINGS, LANDSCAPED AREAS AND 07HER PROPOSED OR DOSING SITE FEATURE&
12. SEE ARCHITECILRA. DRAWINGS FOR PERIMETER FOUNDATION DRAINS
FOUNDATION DRAINS SHALL BE INDEPIENDENT OF 07HER SITE DRAIN LINES AND
SHALL BE IGHTUNED TO THE DRAIN SYSTEM WHERE 007ED ON THE PLAN&
11 ALL DISTURBED SOIL AREAS SHALL HE SEEDED OR STAN= BY OTHER
ACCEPTABLE METHODS FOR THE PREVENTION OF ON-STIE OWN AFTER THE
COMPLETION OF OWIRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC
GRADING AND EROSION CONTROL REQUIREMENTS.
It CONIWTDR SHALL N07IFY THE CITY INSPEC70R AND PUBLIC WORKS 72 HIM
IN ADVANCE OF ALL WATER SERVICE IN79MPlKK HYDRANT SHUTOFFS, OR OTHER
UTILITY RESTRICTION& CMTRAC70R MALL NOT RELOCATE OR ELIMINATE MY
HYDRANTS THAT ARE NOT ON THE APPROVED PLANS WTIHCUT FIRSlT OBTAINING WITEN
APPROVAL FROM THE CITY ENGINEER.
NOTED
(I 1�y 1.11.1 iii-fl-ERING
P�Yo:
4= 4m
CENGIN&RING
250 4TH AVE. S., SUITE 200
EDMONDS. WASHINGTON 98020
PHONE (425) 77a_8500
FAX (425) 7711-5536
DESIGN: RDJ
DRAWN:
JRP
CHECK:
RMS
JOB NO:
06094.20
DATE:
05/25/06
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THESE PLANS HAVE BEEN PREPARED FOR AGENCY REVIEW AND ARE SUBJECT TO CHANGE. DO NOT USE FOR CONSTRUCTION OR BIDDING PURPOSES WITHOUT SIGNED AGENCY APPROVAL STAMP. CALL BEFORE YOU DIG 1-800-424-5555.
SW 1/4, SECTION 13, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M.
/0
221 LT.
It Or SANHARY SEWER
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Ek B'SANITARY., NOTES:
010.5% 1. CONTRACTOR SHALL MAINTAIN AND CLEM
TEMPORARY CONSTRUCTION ENTRANCE ON A
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'EVA im"
REGULAR BASIS.
SHELL CREEP I PR VIDE ADDITIONAL QUARRY SPALLS
d AS DIROECITDEED BY THE CITY.
3. LOCATE CONSTRUCTOR ENTRANCE AT THE
FILTER FABRIC MATERIAL
IRE MM SUPPORT FENCE
FOR SLIT FILM FABRICS
BACKFILL AND
COMPACTED
NEWLY GRADED OR
DISTURBED SIDE SLOPE -
PROVIDE 34 ' '.'*
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6NGINIEGRING
250 4TH AVE. S., SUFTE 20D
EDMONDS, WASHINGTON 9802D
PHONE (425) 778-8500
FAX (425) 77a-s536
PERMANENT ENTRANCE FOR THE PROPOSED DESIGN:
DEVELOPMENT.
4. A GEOTEXTILE SEPARATION LAYER MUST DRAVIL
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AND 7HE UNDERLYING SOILS.
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2. STORM DRAIN H.ETS ARE ONLY 70 BE
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MANUFAC7URER'S RECOMMENDATIONS. CATCH
BASIN INSERTS ARE NOT 70 BE INSTAUED
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24 HOUR PERIOD. CLEAN AND/OR REPLACE INSERT
IIIHEN HALF Or THE TRAP IS FILLED MTN SEDIMENTS,
PLACE FILTER FABRIC BETWEEN FRAME
AND GRATE PLACE 7/8- WASHED
GRAVEL 3-4 INCHES HIGH AROUND
CATCH BASIN TO FILTER WATER
IMRFLOW (TO BYPASS
PEAK STORM VOLUMES)
REASON: TO PREVENT SEDIMENT FROM ENTERING STORM DRAINAGE SYSTEMS PRIOR 70
PERMANENT STABUZATION OF THE DISTURBED AREA.
CATCHBASIN SEDIMENT PROTECTION
NTS
GRADING QUANTITIES
PROPOSED RESIDENCE
TOTAL EXCAVATION (CUT) - 150.0 CU. YDS.
TOTAL EMBANKMENT (FILL) - 175.0 CU. YDS.
TOTAL 325.0 CU. YDS.
PROPOSED TRENCHIM9
TOTAL EXCAVATION (CUT) - 150.0 CU. YDS.
TOTAL EMBANKMENT (FILL) - 50.0 CU. YDS,
TOTAL 200.0 CU. YDS.
THE QUANTMES SHOYM ABOVE ARE FOR THE PERMIT PROCESS
ONLY. THESE VALUES ARE APPROXIMATE. DO NOT USE FOR
BIDDING, PAYMENT, OR ESTIMATING PURPOSES.
2' AMSED DISC Wr.*
VISITED. 5-3-02
4= 111CM
'ENGINEERING
250 4TH AVE. S.. SUITE 200
EDMONDS, WASHINGTON 95020
PHONE (425) 778-05DO
FAX (425) 778-5536
DESIGN:
RDJ
DRAWN:
JRP
CHECK:
RIMS
JOB NO:
06094.20
DATE:
05/25/06
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CONTROL AMBLY
ANOTHER.
STRAPS 3. TRENCH AND GRADE BOARD MUST
24
BE LEVEL ALIGN TO FOLLOW CONTOURS 2' X 4' MIN.
OF SITE. SUPPORT POST GRADE BOARD NOTE:
-WO ORIFICE 4 GRADE BOARD SUPPORT POST 4! O.C. 1. GRADE BOARD MUST BE INSTALLED
80,9 S�ACING AS REQUIRED BY SOIL LOWER THAN PRDPOSED CATCH BASINS.
TYPE 1154' CATCH BASIN PLAN MEW CONDITIONS. SECTION A -A
— I.M. = f2.5'
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NTS NITS
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4= 4m
ENGIN&RING
250 47H AVE. S.. SU17E 200
EDMONDS . WASHINGTON 98020
PHONE (425) 778_850D
FAX (425) 778-5536
DESIGN:
RDJ
DRAWN:
JRP
CHECK:
RMS
JOB NO:
06094.20
DATE:
OS/25/015
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—S BB?'14' E: 175 00 0
GROUND 0 ENDS, METER, & HOUSE. m
SEWER M.H.
N'"EL = 106.71
WATER & SEWER PLAN
SCALE: I—. -W
6'
FHESE PLANS HAVE BEEN PREPARED FOR AGENCY REVIEW AND ARE SUBJECT TO CHANGE. DO NOT USE FOR CONSTRUCTION OR BIDDING PURPOSES WITHOUT SIGNED AGENCY APPROVAL STAMP. CALL BEFORE YOU DIG 1-800-424-5555.
IENGINEMNG
250 4TH AVE. S., SUITE 200
EDMOND . WASHINGTON 98020
PHONS� (425) 778_55DO
FAX (425) 778-5536
DESIGN:
RDJ
DRAWN:
JRP
CHECK:
RIVIS
JOB NO:
06094.20
DATE:
05/25/06
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