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RV HAQLR� Ir P�Rop Irl,
<br />SECTION 13, TOWNSHIP
<br />28N. RANGE
<br />Wlam,m
<br />EXIS'TING TO' OF
<br />if
<br />-R�: CKE Y AL,_ GE ON . `F , , , STORM DRAINAGE NOTES:
<br />GENERAL ROAD S 0
<br />SIDE W/
<br />1. ALL WORK AND MATERIALS SHALL CONFORM TO CITY OF EVERETT STANDARDS (JANUARY 2020) AND/OR WSDOT/APWA.
<br /><
<br />STANDARD SPECIFICATIONS AS APPLICABLE:
<br />f
<br />THE CONTRACTOR SHALL NOTIFY J.C.
<br />. H OT FY J. McDONNELL PE. THE OWNER AND THE INSPECTOR WHEN CONFLICTS BETWEEN THE
<br />r
<br />- -- -azz PLANS AND EXISTING FIELD CONDITIONS OCCUR, AND SAID CONFLICTS SHALL BE RESOLVED PRIOR TO PROCEEDING WITH
<br />CONSTRUCTION.
<br />CE,X FENCE O,S' ,
<br />^ 3. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN TESTED,
<br />f
<br />.ID RC £ :3I EIS =Y # INSPECTED AND ACCEPTED BY THE CITY.
<br />CORNER >�
<br />w 4. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR
<br />'" 4 CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO
<br />EX. M - ` { ANY ADDITIONAL UTILITIES NOT IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR FLOW I SHALL NOTIFY `THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY
<br />ARROW LOT 3 ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT:
<br />(TYP.) 1 4,781 SF LOT 4
<br />[ LOT 2 4,143 SF NET 4,3s5 SF 5. ALL STORM DRAIN WORK MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR TO STARTING CONSTRUCTION.
<br />E 4;365 SF 6. ALL CB'S SHALL BE TYPE 1 OR TYPE 1L PER STD. DWG. #�
<br />402 & 403 UNLESS OTHERWISE SHOWN.
<br />j!t E _ tea,.. ,.✓' // .
<br />7. ALL STORM DRAIN PIPE SHALL BE CORRUGATED HIGH DENSITY POLYETHYLENE PIPE WITH SMOOTH WALL INTERIOR UNLESS
<br />` 7> OTHERWISE NOTED'.
<br />UTIL. - 8. ALL EXPOSED GROUND MUST BE RE -SEEDED WITHIN 30 DAYS OF THE COMPLETION OF CONSTRUCTION. IF RE -SEEDING IS
<br />ESM'T NOT PRACTICAL DUE TO THE WEATHER OR SEASONAL PROBLEMS, THE GROUND MUST BE COVERED WITH MULCH AS
<br />PROP. PERF.
<br />STUB -OUT CONNECTION TYP. DIRECTED BY THE CITY ENGINEER.
<br />C } a PROP. PERMEABLE
<br />9. CITY STREETS ARE TO BE KEPT CLEAR OF DIRT AND DEBRIS AT ALL TIMES DURING CONSTRUCTION. DUST SUPPRESSION
<br />(SEE DET. THIS SHT:} 4 a
<br />a �.. d I3RtVEWAYS TYP.
<br />4 / } AND STREET CLEANING MUST OCCUR AS DIRECTED BY THE PUBLIC WORKS INSPECTOR.
<br />o_ (PER COE STD. DET. 430
<br />Ek FEE-hI RSFC IC � b & 431 SHT. 8 10. PARKING IS ALLOWED ONLY IN DESIGNATED PARKING AREAS:
<br />Oil -PROPER'#t i... Q `� a4 �` d -` - - -
<br />4 Q 11. IF ENCOUNTERED, ANY EXISTING ON -SITE SEWAGE SYSTEMS MUST BE ABANDONED AND FILLED IN ACCORDANCE WITH
<br />I SNOHOMISH HEALTH DISTRICT STANDARDS.
<br />d ° - 4 °
<br />s 12. PAVEMENT PATCHING SHALL CONFORM TO STD DWG #326:
<br />4
<br />I PERMEABLE ASPHALT NOTES
<br />I
<br />5' LANDSCAPE
<br />y III �
<br />C84, 1gYPE t- ( s!i r BUFFER 1. CONSTRUCTION ACTIVITY WITHIN THE DRIVEWAY AREA MUST BE RESTRICTED TO FLIGHT DUTY VEHICLES (NO TRUCK
<br />STA 2+31.00 9.09LT TRAFFIC) AND SHALL NOT BE SUBJECT TO EXCESSIVE TRAFFIC OR EQUIPMENT TO MINIMIZE COMPACTION OF SUBGRADE .
<br />2. GEOTECHNICAL ENGINEER OF RECORD GEOTECH MUST BE ONSITE TO MONITOR CONDITIONS OF THE SUBGRADE. AFTER
<br />tE=576.82 8 CPEP I (GEOTECH)
<br />EX. HOUSE STRIPPING OPERATIONS, IF LOOSE OR SOFT SOILS ARE EXPOSED AT THE PLANNED SUBGRADE ELEVATION THEY' SHOULD
<br />a°
<br />BE REMOVED AND REPLACED WITH CLEAN ROCK BALLAST FROM THE RESERVOIR LAYER OF THE PAVEMENT SECTION OR
<br />CB#2, TYPE t
<br />AS DIRECTED BY THE GEOTECH.
<br />I . ' STA 1+41.00, 9.21RT
<br />r UTILITY r J NO PARKING 3. THE CONTRACTOR SHALL TAKE MEASURES TO PROTECT THE PREPARED AND APPROVED SUBGRADE FROM TRAFFIC, WATER
<br />:, IM=577.64
<br />ESM'T: °n K r" RUN-ON STANDING WATER OR OTHER DAMAGE. SUBGRADE THAT HAS BEEN OVER COMPACTED SHALL BE SCARIFIED TO
<br />1 .4 { SIGN (TYP.} IE=575.00 8 PERF
<br />pj a0 4 ' '
<br />18 LF 8 PERF 25 IQ IE=574;70 12 CPEP A MINIMUM DEPTH OF SIX t6} INCHES:
<br />0.59* MIN. SLOPE CHECK DAM
<br />4. BEFORE PLACING THE BASE COURSE AND THE RESERVOIR BALLAST FOR PERMEABLE ASPHALT, THE CONTRACTOR SHALL
<br />PERMEABLE ASPHALT SEE DET. LOT 5
<br />L. (< ,,, x BRING THE SUBGRADE TO THE REQUIRED LINE, GRADE, AND CROSS-SECTION. THE CONTRACTOR SHALL COMPACT THE
<br />OVERFLOW UNDERDRAIN THIS SHT. I 5,s5o SF
<br />rr ri s ' SUBGRADE TO A DEPTH OF 6 INCHES TO AT LEAST 95 PERCENT,. BUT NO MORE THAN 95 PERCENT, OF THE MAXIMUM
<br />l } 4, 45© SF NET
<br />LOT i I {"
<br />EX: HOUSE , I k�,.�� �� �� �. #
<br />DENSITY(STANDARD PROCTOR). ALL SUBGRADE SHALL BE FIRM AND UNYIELDING AS DETERMINED BY THE GEOTECH.
<br />S,sso SF .! I , � 9. - �`( ;� PROP.` BtORETENTtON MIN. BOTTOM
<br />4, 449 SF NET I AR 40 SF TYP. PER COE STD..
<br />i } E { ,✓ "� :.�E� i } 5. TO PREVENT COMPACTION OF THE SUBGRADE WHEN INSTALLING THE BASE COURSE AND THE RESERVOIR BALLAST, THE
<br />BOTTOM ELEV. = 580.0 m1-
<br />DET. 426 SHT. 5 - d -,SOLID -� �.5--�� c�,�F - FOLLOWING STEPS (BACK DUMPING SHALL - BE FOLLOWED: THE MATERIAL IS DUMPED ONTO THE SUBGRADE FROM THE
<br />PROVIDE 18 BERM , ri BOTTOM ELEV. - 577.0 L >; , EDGE OF THE INSTALLATION AND SPREAD INTO PLACE WITH A TRACKHOE,
<br />a a = + O i
<br />I a PROVIDE 18 BERM <, ;
<br />r 6. FOLLOWING SPREADING AND FINAL SHAPING, EACH LAYER OF SURFACING SHALL BE LIGHTLY COMPACTED IN ONE LIFT
<br />I � -
<br />10' UNTIL NO VISIBLE MOVEMENT OF AGGREGATE IS OBSERVED RESULTING IN A FIRM AND UNYIELDING CONDITION AS
<br />PUBLIC DETERMINED BY THE GEOTECH,
<br />UTILITY
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<br />-ESM T i
<br />6 Pvc 11 Lt` 12 CPEP ## ;�, ,r I I 3
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<br />SD SD
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<br />SD
<br />,m_._.,_.....�._,.._.__..�_,.x_... -T'1FFE 1 CONNECT
<br />B#3, TYPE I: C61,
<br />STA 1+30.26, 9.18RT` OVERFLOW BENCHMARK f-
<br />CONNECT PERMEABLE PAVEMENT v,
<br />%STA 1+s4 .00 9.24LT
<br />e OVERFLOW I `IMF=577.7 RIM=577.25 _ . TO C8 EL-573.705
<br />o TO C6 IE=574.fi0 12" CPEP RtM=598.0 .. CITY OF EVERETT AND SUBGRADE
<br />d RIM=581 0 IEi570 8� CPEP CHECK DAM IE=576.0 STA# 678-28-04 a
<br />IE=579.0 CIE : S7 .09 8 PERF SEE DET. -- NAVD 88 �'
<br />100T.H ST SW N89'07'10"E 663 04' 23+00
<br />20+75 21+00 f THIS SHT.}_ ---{------ -
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<br />y R INTERSECTION ` <,_"' :4I _> _ a %' PIPE BEDDING
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<br />100TH ST SW (STA 22+00.00) ,
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<br />DOWN '14'
<br />ACCESS TRACT -STA 1+00.00
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<br />{ s .�• ..._.._.__,. _ . .fit _
<br />-. _ UTI WATER, SEWER, ^W ETC.
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<br />.0 {.../ .figs I y -
<br />L 0( .£.r,�,= # 2' WIDE COMPACTED TILL
<br />HYDRANT
<br />4 OR CDF EXTEND 1' PAST
<br />RANDOM FILL TRENCH WALL ON EITHER SIDE
<br />UTILITY TRENCH DAM SECTION
<br />Know what's below.
<br />FILTER FABRIC 0' 20 40 Call two business
<br />�o NOT TO SCALE
<br />NOTE` l--�� days before you di
<br />• HORIZONTAL SCALE Y Y dig.
<br />4", PERF PIPE ANY GRADING/FILL ON THIS SITE
<br />°�" -" WASHED ROCK SHALL BE DONE SO AS TO NOT
<br />IMPACT THE SURROUNDING PROPERTIES.
<br />2.7 NOTE:
<br />ALL CATCH BASIN GRATES MUST BE
<br />I-------24 MIN STENCILED OR STAMPED "DUMP NO
<br />WASTE, DRAINS TO STREAM, LAKE
<br />RIVER, PUGET SOUND, OR WETLAND."
<br />PERFORATED STUBOUT -
<br />PERMEABLE PAVEMENT NOTE:
<br />CONNECTION DETAIL
<br />r�oT To SCALE
<br />PERMEABLE PAVEMENT SHALL NOT BE
<br />CONSTRUCTED OFF SITE IN R/W.
<br />SS19-010
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<br />PROD. NO. - DSN. BY:
<br />19-1109 JMs
<br />DATE:
<br />12/2/20
<br />SCALE:
<br />lot =20'
<br />DRAWING NO.
<br />4 10
<br />OF
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