Loading...
ENG, STRM - Appproved Civil Drawings 06.11.20NE 1/4, CROUCH-MAUPIN 1141 VIEWLAND WAY EDMONDS, WA 98020 OWNER TERRI MAUPIN 6046 ANN ARBOR AVE NE SEATTLE, WA 98115 206.669.2642 GENERAL NOTES CONSULTANTS ARCHITECT CIVIL ENGINEER AIELLO ARCHITECTURE CG ENGINEERING 928 NW LEARY WAY, #201 250 4TH AVE S, SUITE 200 SEATTLE, WA 98107 EDMONDS, WA 98020 206.632.1229 425.778.8500 FAX 778.5536 CONTACT: PAUL AIELLO CONTACT: JARED UNDERBRINK SURVEYOR SOIL/GEOTECH ENGINEER TERRANE ASSOCIATED EARTH SCIENCES, INC 10801 MAIN ST, SUITE 102 911 5TH AVE BELLEVUE, WA 98004 KIRKLAND, WA 98033 425.458.4488 425.827.7701 CONTACT: EDWIN GREEN JR. CONTACT: TONY ROMANICK GENERAL NOTES 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) - 2020 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION - WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. DEVIATIONS FROM THESE PLANS MUST 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 -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL ASBUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY 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 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. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. 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 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, STOCKPILING). 14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE 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. 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. 17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. 19. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE SYSTEM DOWNSTREAM OF THE SITE STORMWATER DETENTION SYSTEM. 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, PROVIDE TO THE CITY WATER QUALITY TECHNICIAN, A COPY OF THE BACKFLOW TEST REPORT. TEST REPORTS CAN BE FAXED TO 425-744-6057 OR EMAILED TO JEFF.KOBLYK@EDMONDSWA.GOV. BACKFLOW TESTING SHALL BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER. 22. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS. 23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. NE 1 /4) UTILITIES SECTION 24, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. RESIDENCE WATER/SEWER/STORM GAS FIRE CITY OF EDMONDS PUGET SOUND ENERGY FIRE DISTRICT ONE 121 5TH AVE N PO BOX 91269 12425 MERIDIAN AVE EDMONDS, WA 98020 BELLEVUE, WA EVERETT, WA 98208 425.771.0241 1.888.225.5773 425.551.1200 POWER SNOHOMISH COUNTY PUD PO BOX 1107 EVERETT, WA 98206 425.783.1000 CABLE & TELEPHONE COMCAST 15815 25TH AVE W LYNNWOOD, WA 877.824.2288 24.THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. 25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. 26. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 27. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 28. 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 PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. 29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. 30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. 31. ALL UTILITIES SHALL BE PLACED UNDERGROUND. 32. 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. 33. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND CITY. 34. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE. 35. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO 95%. COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING. 36. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES. 37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING. 38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. 39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM. 40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION. 41. RESIDENTIAL DRIVEWAY SLOPES SHALL NOT EXCEED 14%. CONSTRUCTION SEQUENCE NOTES 1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT 425-771-0220, EXT. 1326. TWO DAY (48 HR) NOTICE IS REQUIRED. 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. 3. CALL FOR UTILITY LOCATES. 4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE. 5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS CITY ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. FROM OCTOBER 1ST TO APRIL 30TH ANY EXPOSED SOILS NOT BEING WORKED FOR MORE THAN TWO DAYS SHALL BE COVERED. FROM MAY 1ST TO SEPTEMBER 30 ANY EXPOSED SOILS NOT BEING WORKED FOR MORE THAN 7 DAYS SHALL BE COVERED. 6. DEMOLISH EXISTING STRUCTURES 7. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. 8. CLEAR, GRUB & ROUGH GRADE SITE. REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXPOSED AREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW) 9. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. 10. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE. 11. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR LEGAL DESCRIPTION (PER STATUTORY WARRANTY DEED RECORDING# 201808170192) LOT 18, VIEWLAND HEIGHTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 13 OF PLATS, PAGE 84, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON HAUL ROUTE FROM SITE: WEST DOWN VIEWLAND WAY, LEFT ON OLYMPIC AVE, LEFT ON MAIN ST, CONTINUE ON TO 212TH THROUGH ROUND -ABOUT, RIGHT ON HIGHWAY 99, LEFT ON 220th ST SW, CONTINUE TO 1-5. TO SITE: FROM 1-5, WEST ON 220th ST SW, RIGHT ON HIGHWAY 99, LEFT ON 212TH ST SW, CONTINUE ON TO MAIN ST THROUGH ROUND -ABOUT, RIGHT ON OLYMPIC AVE, RIGHT ON VIEWLAND WAY. ►0If] I=:►eto] I111:Zi1111a0If] 12ai10 4IaIa177i]WT0920059eI►ulI: -AIIa 0 BASIS OF BEARING NAD 83(2011) WASHINGTON NORTH STATE PLANE COORDINATES PER GPS OBSERVATIONS. DATUM NAVD 88 UTILITY PATCHES AND PAVEMENT RESTORATION NOTES 1. UTILITY PATCHES SHALL BE COMBINED AND FULL WIDTH OR HALF WIDTH OVERLAY WILL BE REQUIRED DEPENDING ON THE EXTENT OF DISTURBANCE. 2. WHERE UTILITY PATCHES FALL ENTIRELY WITHIN ONE TRAVEL LANE, THE OVERLAY SHALL EXTEND TO THE CENTERLINE OF ROADWAY. 3. WHERE UTILITY PATCHES EXTEND INTO BOTH TRAVEL LANES, A FULL WIDTH OVERLAY IS REQUIRED. 4. ALL FINAL RESTORATION WITHIN THE RIGHT-OF-WAY SHALL BE COMPLETED BY THE CONTRACTOR, NOT THE CITY OF EDMONDS. 5. A RESTORATION LIMIT INSPECTION IS REQUIRED TO DETERMINE THE LIMITS OF FINAL RESTORATION. SHEET INDEX C1.1 COVER SHEET & GENERAL NOTES C2.1 TEMPORARY EROSION CONTROL & DEMO PLAN C2.2 TEMPORARY EROSION CONTROL DETAILS C3.1 I GRADING & DRAINAGE PLAN & DETAILS C3.2 GRADING & DRAINAGE DETAILS C4.1 WATER & SEWER PLAN C4.2 WATER & SEWER DETAILS Pu9et ❑r g*h v 0 3 J Puget Or � Q Edmonds Elementary School r 0 _ I I z I I Viewland Way Viewland Way L. - - J 0 r PROJECT SITE c 3 b VICINITY MAP NTS = PROJECT SITE LEGEND DESCRIPTION EXISTING PROPOSED ABBREVIATIONS PROPERTY LINE ADJACENT PROPERTY LINE - - - - - - - - ABN ABANDONED BUILDING MIN MINIMUM MECHANICAL JOINT BLDG MJ CENTERLINE - - BOW BOTTOM OF WALL MON MONUMENT CLEARING LIMITS - CENTERLINE NTS NOT TO SCALE SILT FENCE X X X X CB CATCH BASIN OC ON CENTER CONTOUR LINE 100 00 CMP CORRUGATED METAL PIPE PC POINT OF CURVATURE FENCE '-' '-' - ^ ^ L� CO CLEANOUT PI POINT OF INTERSECTION SANITARY SEWER LINE - - -SS - - -SS - SSSS- CONC CONCRETE PIV POST INDICATOR VALVE MANHOLE ® © CONST CONSTRUCTION R PROPERTY LINE STORM DRAIN MAIN - - - SD - - -SD- SD ------ O-SD- CP CONCRETE PIPE PT POINT OF TANGENCY STORM DRAIN PIPE - -0 CU YD CUBIC YARD PVC POLYVINYL CHLORIDE PIPE Co. ROOF DRAIN - - - R - - - R - - - R - -R-R DDCVA DOUBLE DETECTOR CHECK VALVE ASSEMBLY PVI POINT OF VERTICAL INTERSECTION FOOTING DRAIN - - - F - - - F - - - F - F F DI DUCTILE IRON PIPE PVMT PAVEMENT PRESSURE LINE - - - P - - - P - - - P - P P DIA DIAMETER PVT POINT OF VERTICAL TANG. CATCH BASIN (TYPE 1) ❑ ■ DIP DUCTILE IRON PIPE EACH R RADIUS REINFORCEMENT CATCH BASIN (TYPE 2) AMh EA REINF CLEANOUT ® EJ EXPANSION JOINT RJ RESTRAINED JOINT CLEANOUT AND WYE �� �' ELEV ELEVATION RET RETAINING GRADE BREAK - - - - - - - - - - - - - - EOP EDGE OF PAVEMENT RT RIGHT SURFACE SWALE DRAINAGE ARROW EX EXISTING SD STORM DRAIN FDC FIRE DEPT. CONNECTION SECT SECTION WATER LINE - - WA- - - WA WA- WA- FIFE FINISHED FLOOR ELEVATION SDMH STORM DRAIN MANHOLE WATER METER ® INI FH FIRE HYDRANT SIM SIMILAR FIRE HYDRANT 17710 FL FLANGE SQ SQUARE FDC V i FT FEET/FOOT GATE VALVE SS SANITARY SEWER PIV 0 • GV SSMH SANITARY SEWER MANHOLE STATION GATE VALVE g Z HP HIGH POINT STA TEE 90° BEND , I, HT HEIGHT INSIDE DIAMETER STD STANDARD IT ,J ID STL STEEL THRUST BLOCKING CAP o A IE INVERT ELEVATION LENGTH/LINE TB THRUST BLOCK TOP OF CURB L TOC CONCRETE PAVEMENT a 6 ° LCPE LINED CORRUGATED POLYETHYLENE PIPE TOW TOP OF WALL ASPHALT PAVEMENT LF LINEAL FOOT TOP TOP ELEVATION CRUSHED SURFACING . • LP LOW POINT TYP TYPICAL ROCKERY LT LEFT VC VERTICAL CURVE SPOT ELEVATION f 20.0 f 20.0 MAX MAXIMUM W/ WITH TELEPHONE LINE - - - T - - - T - - - T - -T-T MECH MECHANICAL WM WATER METER POWER LINE GAS LINE - - - E - - - E - - - E - -E-E MH MANHOLE --- G - -- G - -- G- G G SIGN CAUTION! .,: ALL BEFORE YOU DIG11 BURIED UTILITIES EXIST IN THE AREA AND UTILITY Q e INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE- CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION 1-800-424-5555 (811) APPROVED FOR CONSTRUCTION CITY OF EDMONDS DAB:, C3�J ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 �G GUI.LL ZS4�r�, 3F WAg� F,� s 25385 ��IS'fEg' •ti`' SIONAL 06/ 0512020 w Mo a w m 0 m N O w Q o a z � O O O W � Q N O O m � � O O O Y Q DESIGN: TAF DRAWN: ATD CHECK: JPU JOB NO: 20008.20 DATE: 03/23/2020 W U Z W 0 W >_ 0 Q 0 00 Z 0 o') CL Z Q a_� w I.1.I () U Z 0 0 :2 � � 0 U w SHEET: 0 Z ^ V/ Q LIJ LLI 0 Ld Z V / LL LL LLI W Z 0 w 0 0 BY; CITY ENGINF-ESING DIVISION ci M I NE 1 /4, NE 1 /4, SECTION 24, TOWNSHIP 27 NORTH, RANGE 3 EAST, W. M. / FOU,�D IRO, PIPE / 0.29'E & 0.32'S OF I I� PROP COR I � � 22" MAP I I FOUND RSA 29276 ( / \ \ / / \ \ z I I I c Ld 0.22'E & 0.42'S OF I / /� \ / \ LU v I I I o / APPRO LOC OF WATER \ G PROP COR \ INSTALL HIGH VISIBILITY PLASTIC OR / \ iz ,n / PER CI Y RECORDS G METAL FENCE (DOE BMP C103) TO / INSTALL FILTER 1 \ N DELINEATE CLEARING LIMITS/ / FABRIC FENCE I I I CONSTRUCTION ACTIVITY AREA 14" PIN / n 20" PIN T O N 88°36'18" W 115.00' / \ / / � � X X X X _ I I � I , X_ -- �, ��IEWLAND WA Y 10" FIR I I � I� O I I I -� - O I I FOUND MON IN UASL 5 SS EASEMENT N \ +°'i �f- 12' FIR �RASS DISK DOWN 0.6' I I / AFN # 1748009 \ / I I / / ROOF EL=248.8' EAVE \ ' \/ �23 - - 15.5' \ 33.5' \ I / I / N I � \ G� - G N I I I I I &� I 15.4' .::. r, SHED � I I I 16.0' rn - \� G FENCE ENDLd • ••• I I I I I 1 °.. \ I _ 11 EAVE N •'a' I p N A �bi 12 ' �'a' • r . , �I I I:. •. • •:♦ ••n 1 I I I I I I •A. • •,a 2 A .a•• •• •ate I ,•�•°••s EAVE `� I I I I • .1 . F EL=238.4' < °••. ' , I , e APPROX LOC OF e. { :.f :'• �. \( 0� 3.7' • I / SIDE SEWER, PE /I\cn I I I TI �..I < I\ I\ I cn c� CITY RECODS�DEMO EXISTING HOUSE O SHED, FENCE, PATIO O AND WALKWAYS Li 1 3.0�BRICK ,�� WALL c'jo I4" FI�I MAINTAIN EXISTING DRIVEWAY AS LONG 0 W I \ I I I I I N AS POSSIBLE FOR CONSTRUCTION ACCESS. o O �6 WHEN REMOVAL IS REQUIRED, ONLY Io 1 0. I cp I W \ REMOVE PAVEMENT NORTH OF THIS LINE. 0 I I I � � I QI / � i \ � � � I �! EXISTING PAVEMENT SOUTH OF LINE TO I 0 �`' HOUSE NO. 1141 I / I \ /I REMAIN IN PROPOSED CONDITION O -x FOOTPRINT=1,762 ±S.F. L6 cfl cn �O V II�> II I z l iTT Iw I? I I -0 -_ W I I Q I < 4 EMS z I A x Iw I o �9: to I I I STOCKPILE LOCATION II I I (IF NEEDED). KEEP I \ o I I COVERED PER DOE EXIST LANDSCAPING AND I > / I I I \ z BMP C125. YARD LIGHT TO REMAIN I 7 ----- 0 1 I I I I } rtiv�t uurC I • I1�23 USE EXISTING DRIVEWAY YO 18.2' I b T CONSTRUCTION ACCESS. IF REQUIRED BY 7.1 E O CITY INSPECTOR, INSTALL STABILIZED `nEAVE I /\ �I �� CONSTRUCTION ENTRANCE PER 2/C2.2 I GATE 14.2' P / �\ _ - 3: / SNOPUD TO REMOVE I I I I LOUN 927fi AR/CAP �- EAVE °o / Row OVERHEAD POWER I J I �I 0.1 'E & 2.23'S OF N / "� \ I 16 FI / I LLJ 3: CUT AND CAP EXIST WATER SERVICE LINE CONNECTION �� `) o/ ROP COR P \ hAT METER. EXIST WATER METER I MAY BE USED FOR WATER ACCESS DURNG P °' / / - - I J� ' I CONSTRUCTION. DISCONNECT LINE AT N /� \ \ / I \ - / THE METER AND INSTALL A HOSE BIB ATER AND SEWER __"z \ S' �� \� AN NOTES ON C4`1. / / \ ` WITH ATMOSPHERIC VACUUM BREAKER / SSMH 12" PIN \ p F. Jr �\ / / = AT THE METER DURING CONSTRUCTION RIM=22�66 ;7 / \ \ �� I CUT AND CAP EXISTIN \ \ (2) 10" CED IE 8"CON .(E./S.) / ( \ I / \ \ �C ��\ I SIDE SEWER LINE AT/ - `/ \ / cn / =21.90'(C.C.) / / \ \ / \, < \ �\ cn / PROPERTY LINE. VEAIFY �3�— I �/ C� INSTALL TEMPORARY SEDIMENT TRAP IN IE 8"CONC.(E.) \ \ \ �.� LOCATION, SIZE, / I \ \\ \ / I / \ EXISTING INLETS ON AND OF -SITE (WITHIN =223.10'(GC.) 0� / X \ MATERIAL, DEPTH A - 100' DOWNSTREAM OF SITE) AND IN yi _ \ _ CONDITION FOR R - SE.. I 10" PIN O'\ % / N I PROPOSED INLETS AS THEY ARE MADE P �- - P P P - - - - - � - - � _ _ ' 20.0�' c� OPERABLE ° ° \ SD SD P P p8'36'18� W 11 .00,,( E 12"� NC=2 TOP pF SL <. E .. SD SD SID /� W;;7��W W W� W W W pp SS SS W W W W W W \ - \ -W / W Wcn )c� S SS SS117 / SS SS AILBOX k / SS SSA SS SS /SS SS SS \ �/ _ / SJ� SS N G �G �C N ct / 3) MAILBOXES / / SS FOUND IRO PIPE 37'S OF PROP COR r APPROX LOC OF GAS N 88'36'18" W 589.36' - - SMH - G b r —G- G G— G GaSIM;245.04PER CITY RECORDS EWLAND WA %/ - IE CONC(N./ .) \ \=239.64'(C.C.) SID - SD SD —SD-- — S \ \ Lw_W p__�_'��nSD �D SD PD �SD �SD W r.,`)I TEMPORARY EROSION CONTROL AND DEMO PLAN SCALE: 1" = 10' TEMPORARY EROSION CONTROL PLAN NOTES: 1. ALL DISTURBED PERVIOUS SURFACES SHALL BE AMENDED TO MEET DOE BMP T5.13. 2. EXISTING WATER METER TO BE REUSED. DISCONNECT LINE AT THE METER AND INSTALL A HOSE BIB W/ ATMOSPHERIC VACUUM BREAKER AT THE METER DURING CONSTRUCTION. 3. FROM OCTOBER 1ST TO APRIL 30TH ANY EXPOSED SOILS NOT BEING WORKED FOR MORE THAN TWO DAYS SHALL BE COVERED. FROM MAY 1ST TO SEPTEMBER 30 ANY EXPOSED SOILS NOT BEING WORKED FOR MORE THAN 7 DAYS SHALL BE COVERED. 4. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES THAT MAY BE REQUIRED DURING CONSTRUCTION. 5. EXISTING SIDE SEWER LOCATION HAS BEEN ASSUMED. CONTRACTOR SHALL POTHOLE TO VERIFY LOCATION, SIZE, MATERIAL, DEPTH AND CONDITION FOR REUSE. 10 I I 1 16 0 5 10 20 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DAM BY; CITY ENGINEERING DIMION C3�J ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 -G GUI LL ZS4�r�, 3F WAg� F,� s 25385 SIONAL Ivry 06/ W 2020 a � Q w :�i m 0 w Lj w w O O O W � m � Lo m O O O Y 0' Q DESIGN: TAF DRAWN: ATD CHECK: JPU JOB NO: 20008.20 DATE: 03/23/2020 0 Lf F_ Z O U Ld Z O I.d.J 0 O Z W Q N O 0:O/'�/ LL Q Z 00 o') Ld 0 �O � Z)Qa < _j Q 5 L I W a V _ o O V Z O O :m Q Lj Z w z U W Q SHEET: C2ml NE 1 /4, NE 1 /4, SECTION 24, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. 2" x 2" WOOD/STEEL --"\ FILTER FABRIC SECURED TO 2" x 2' 14 GA WIRE FABRIC EQUAL NATIVE BACKFILL MATERIAL) I a• FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2' x 2' WOOD/STEEL POSTS WIRE MESH FENCE TO SUPPORT FILTER FABRIC N� LBURY BOTTOM MATERIAL a' TOF FILTER O 12' NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS ACTIVITY. BEFORE OTHER WORK CAN BEGIN CITY OF EDMONDS PUBIC WORKS DEPARTMENT REVISION DATE FILTER FABRIC FENCE JANUARY 2018 FILTRATION SYSTEMS STANDARD DETAIL AFP!�O;iED PY- R. ENGLISH ER-900 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS -LS A TH IN DE FULL WIDTI- GRESS/EGRESS DETAIL NOTES: O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC BI RIGHT-OF-WAY_ �2��ATTDRIVEWAY RAMP AND/OR 51TE ACCE55 ROAD 15' WIDE MIN. 5EE TABLE BELOW FOR REQUIRED LENGTH. NOTES: 1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 2_ MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIG RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL BE DONE ON AN AREA STABILI2ED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVI C E. 4.INSPECfION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPALLS* [ 1/4 ACRE 3O -< 1 ACRE 5O 3 ACRE 100 a 3 ACRE 100 *PROVIDE ATB OR ASPHALT TRANSITION WHERE FRONTAGE ROAD IS AN ARTERIAL LENGTH TO BE DETERMINED BY CITY INSPECTOR. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN STABILIZED CONSTRUCTION CITY OF EDMONDS ENTRANCE PUBLIC WORKS DEPARTMENT AFP�O;iED BY: R. ENGLISH CITY OF EDMONDS STANDARD DETAIL SCALE: NTS REVISION DATE JANUART 2019 STANDARD DETAIL ER-901 CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CATCH BASIN FILTER SOCK WITH OVER FLOW HOLES tTYP7 NOTES: 1, CONTRACTOR/DEVELOPER SHALL MAINTAIN) THIS APPLICATION AT ALL TIMES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT 15 ONE-THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION C014TROL METHODS BEFORE OTHER WORK CAN BEGIN. TEMPORARY SEDIMENT TRAP FOR CATCH BASINS AFP�OVED BY: R. ENGLISH CITY OF EDMONDS STANDARD DETAIL SCALE: NTS REVISION DAl E JANUARY 2018 STANDARD D FTA1 I_ ER-9O2 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATL- BY; CITY ENGINEERING DIM ION = <> lllm�lhh ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 Cs GULL C44� OF WAg�j�� rn b�ISTEgti9 0 06/ W 2020 w r QLn� w - 2 m � p w LL N U w c < o a z a O O 0 � m r1 u1 Q cV O 0 m L.0 0 0 0 DESIGN: TAF II DRAWN: ATD IK@Tnq . lavA JOB NO: 20008.20 DATE: 03/23/2020 LEI U Z w 0 (% ) w N O cy- o Of 00 Ld z 0 rn < J I W v > Q O z �Q Z)T.-- o o m �w w U w 0 SHEET: C2m2 NE 1 /4, NE 1 /4, SECTION 24, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. FOUND REBAR/CAP LS# 29276 0.22'E & 0.42'S OF PROP COR CONCRETE PAVERS PER ARCH Iw 0 I 8 LF - 4" PVC @ 0.5% MIN 54" TYPE II CATCH BASIN RIM: 237.75 IE (36" E): 232.0 IE (6" N): 235.61 2 co I I I I 14" PIN I N I N 88°36'18" W 115.00' �I i T� 11 LF� \ - - - @ 0.5% MIN I039.08 I I I I I N - �LL 0 IIIIII IQ } O II N I I I I I 2 9.14 < I 1 2I 239.0 � I 238.95 III I O 238,8 I I COI I p O I w I I I c\j I �. r o 00 �Oi I OI I T I I I Izl II 1238. 5 I I I I I I I I 1 I EASEMENT 239.04 1748009 I R/F / FOU,�D IRO, PIPE \ / 0.29'E & 0.32'OF PROPCOR I \ � 22" MAP I I I \C / \ w / \ \ W I I o / APPRO LOC OF WATER \C w N - // O PER CI Y RECORDS G - / ROOFAND 2 \��- I FOOTING DRAINS O 20" PIN o I ��IEWLAND WAY RF DRAIN IE: 236.30 I -�11 �' I 010" FIR I I FOUND MON IN UASL \ 38 / ( 12 I \BRASS DISK DOWN 0.6' o R IF -�/ R/F ` F /\ /I 1 \ - O G N cf) 238.78 o I I 1 1 G Q o_ k I I N I N 4" AREA DRAIN 0 1 ` I N '1 RIM: 238.92 I� N wA (TIE INTO 47 9 FTG DRAIN IE: 236. (TIE INTO ROOF DRAINS) / PROPOSED SFR FFE: 238.8 38. 3 o - 4" AREA DRAIN RIM: 238.69 IE: 236.36 (TIE INTO ROOF DRAINS) �G�O 1a0o tk� PG FTG DR IN�.T IE: 235.82 CONCRETE PAVERS PER ARCH 238.6 APPROX LOC OF - 1 I SIDE SEWER, PE I 238.51 I- I\ I o CITY RECODS-3: a s 238.448 2 .48 14" FI �I O00 I\ i I 04 2�38.39 I I I I vNi o I w 238.8 / / I I \ \ / t� 4 e CONCRETE DRIVEWAY 239.71 / \ cfl / V) �Oo \ C3.2 I \ / N _ N I -bi I -0 -I- _ I TIE INTO I 24„ HEM.- I z \ w A o ROOF DRAINS / �� 4 TRAFFIC RAT D I ,1' N �\ TRENCH DRAIN 12 LF 4" PVC @ 0.5% T 2S8.12 IE: 235.60 237.63 \ jzo 4" AREA DRAIN 12" FIR (2) ROWS OF 19 LF do 1 I I RF DRAIN IE: 235.65 /]/a - I 237 9b ' / I O / 2I 2 36' O N-12 DETENTIONLS I I � Q (n '2 PIPE W 3 LF I \ I o\ _ 1 - CONNECTORS BETWEEN I 1 --_, a � / 54" TYPE II CB W/ FLOW -1-7 ?4 20' FOUND REBAR/C. / CONTROL STRUCTURE �� I I I - CO R,o w LS 29276 1 ` `` ` TIE FTG DRAIN TO FLOW J # Q. \ •'"t:N` ; RIM: " W): M I \ 16 A / I . ' CONTROL STRUCTURE ) �o / \ 0.11 P COR 23'S 3g / IE (36" W): 232.0 C3.2 C3.2 I \ W OUTLET LINE; IE: 230.30 /�/ �(/ IE (12" S): 232.5 237.60 I N / L 237.81 , APPROXIMATE\ / EXISTING GRADE SSMH 12" PIN \ S40pe� stt' BREAK / RIM=226 7 / / I \ I \`'�; �r� \ (2) 10" CED / / IE 8' CON .(E./S.) \ \ I / C � \ =210'(C.C.) / \ / \2 i i 237.46 / �3�- / r �/ 1 i \ \� / )1 I / /' (� IE 8 CONC.(E.) / \ \ @ g`�°k 237.87 \� \ \ o � I =223.10'(GC.) '\Q / „PVC _ / 12 PIN - 12 f- -1 f---- ---- 236.87 237.95 O�a I I _ _ 238.05 / 1 10" PIN I O(\ ) / cn 20.00� c� DAYLIGHT PIPE TO DITCH < �- P\ P \ P P P I °36'18�' ,QQ' - �" �- o l0 \ - - - - - - \ E 12"�ONC-237.3� //10 FIR I /- AT APPROXIMATE IE: 229.0 TOP OF SLg E SD SD AND PROVIDE SPLASH _ J SD SD $D I I 1 \ PAD/QUARRY ROCK AT W W W W W W W yy� I SD W S W S� ' OUTLET. FINAL S SS SS SS I I I I - \ W yy W� /o RESTORATION /� SS _SS SS TI I �S AIL C X REQUIREMENTS TO BE 7 / WORK ZONE FOR I I I I � I S �- SS - - �� . \ DETERMINED BY CITY G �G N WATER LINE WORK I I 1 c L--J II i WORK ZONE IF SIDE SEWER WORK IPQ - - S� SS SS / ENGINEERING INSPECTOR. / G IN ROW I ,ct 3) MAIL�O�CE. 1 ROW (TRAFFIC CONTROL SIGNAGE r 3:: A STRUCTURE MAY BE G I FOUND IRO PIPE / 3 4 SIM \� I I I I I � UP 12TH AVE N TO PUGET DR) � / 1 0.12'E & 0 37'S OF G REQUIRED /c C3.2 C3.2 I I I 1 I 3 5 SIM / / ( PROP COR I It -G r \ I - I 1 1 1 1 _ C3.2 C3.2 ( cD SSMH � N 88'36 18 W 589.36 ___ 0 G- f G G G G G RIM=245.04' APPROX LOC OF GAS \ \ 1 E VVL A N� b PER CITY RECORDS \� � `� WAY � \ \ -� � IE289C64'(C.C) ) \ _ \ SD -SD-SD-SD-SD-SD- - S�\__�_'��n SD �D SD L �D �SD � ��SD W W W GRADING AND DRAINAGE PLAN 1 SCALE: 1" = 10' GRADING AND DRAINAGE PLAN NOTES: 10 1. SOILS REPORTS REPORT NUMBER: 190294EO01 (GEOTECHNICAL ENGINEERING REPORT) PREPARED BY: ASSOCIATED EARTH SCIENCES DATED: OCTOBER 15, 2019 2. ALL DISTURBED AREAS ON AND OFF -SITE SHALL BE COMPOST- AMENDED PER THE REQUIREMENTS OF BMP T5.13 IN THE STORMWATER MANUAL VOLUME V, CHAPTER 5. 3. VEGETATION AFFECTED BY 12" PIPE FROM DETENTION SYSTEM SHALL BE RESTORED TO ORIGINAL CONDITION TO THE MAXIMUM EXTENTS PRACTICABLE. 4. A MINIMUM OF 3' HORIZONTAL SEPARATION AND V VERTICAL SEPARATION IS REQUIRED BETWEEN DRY UTILITIES (POWER, GAS, PHONE, CABLE, ETC) AND SEWER, WATER AND STORM, AND A MINIMUM OF 5' HORIZONTAL SEPARATION AND 1' VERTICAL SEPARATION FROM ANY CITY OWNED LINES. 5. A TYPE II CATCH BASIN IS REQUIRED WHENEVER RIM TO INVERT EXCEEDS 51 . 6. A MINIMUM OF 2' OF COVER IS REQUIRED FOR ALL PIPES LOCATED UNDER DRIVEABLE SURFACES AND V OF COVER UNDER LANDSCAPE SURFACES. GRADING QUANTITIES TOTAL EXCAVATION (CUT) - 30 CU YDS TOTAL EMBANKMENT (FILL) - 160 CU YDS TOTAL 190 CU YDS THE QUANTITIES SHOWN ABOVE ARE FOR THE PERMIT PROCESS ONLY. THESE VALUES ARE APPROXIMATE. DO NOT USE FOR BIDDING, PAYMENT, OR ESTIMATING PURPOSES. RIM. 237.0 IE: 235.67 0 5 10 PAVING LEGEND NEW ASPHALT OVERLAY EXISTING ASPHALT/UTILITY SAWCUT NEW CONCRETE ]a 20 IMPERVIOUS SURFACES SURFACE SURFACE AREA (SF) STORMWATER CONTROL MEASURE NEW/REPLACED ROOF 3,504 RUNOFF ROUTED THROUGH ROOF DRAINS TO DETENTION SYSTEM NEW/REPLACED WALKWAYS 792 RUNOFF COLLECTED IN AREA DRAINS, CONVEYED TO ROOF DRAINS AND TO DETENTION SYSTEM NEW/REPLACED DRIVEWAY 460 RUNOFF COLLECTED IN TRENCH DRAIN, CONVEYED TO ROOF DRAINS AND TO DETENTION SYSTEM EXISTING DRIVEWAY TO REMAIN RUNOFF COLLECTED IN AREA DRAIN, CONVEYED TO TRENCH 530 DRAIN, ROOF DRAINS AND TO DETENTION SYSTEM EXISTING DRIVEWAY TO REMAIN 250 RUNOFF SHEET FLOWS INTO STREET NOTE: TOTAL NEW/REPLACED IMPERVIOUS SURFACES ON -SITE ARE 4,756 SF 4" DIA PERFORATED PVC PIPE WITH 6" OF 1" MINUS GRAVEL ALL AROUND, WRAPPED IN NON -WOVEN GEOTEXTILE FABRIC, SLOPE AT 0.5% MIN. TURN DOWN PERFORATIONS AS SHOWN 6" DOWNSPOUT TIGHTLINE TO CONVEYANCE SYSTEM @ 0.5% MIN. PLACE NEXT TO FOOTING DRAIN OR AS SHOWN ON GRADING & DRAINAGE PLAN (CONTRACTOR MAY LOCATE ON EITHER SIDE OF FOOTING DRAIN) LINE OF MAX EXCAVATION. IF SOIL IS OVEREXCAVATED, REPLACE WITH LEAN MIX CONCRETE 8" MIN FROM WOOD. SEE STRUCTURAL DRAWINGS 1 FOOTING AND ROOF DRAIN SECTION SCALE: NTS a ° `n a 0 ° 0 00 o� Oo 000 Oo 0� 0 0 in o0 0.0 00 0.0 00 0.0 00 0,0 0 0°0 00 0°0 00 0°0 Oo o°o Oo 000 00 Ooo 00 �0 00 OJo 00 CLASS 4000 CONCRETE PLACED AND FINISHED PER WSDOT STD SPEC 8-14.3(3) CRUSHED SURFACING BASE COURSE PER WSDOT STD SPEC 9-03.9(3) NATIVE BACKFILL COMPACTED TO 95% MAXIMUM DENSITY PER WSDOT SECTION 2-03 CONCRETE PAVEMENT SECTION SCALE: 1" = V-0" APPROVED ED FOR CONSTRUCTION CITY OFEMOND DAM BY; CITY ENGINEERING DIMION C3�J ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GUILL CS4�r�, F,� s 25385 ISTEg G� SIONAL 06/ W 2020 J w m p w U Q (n � = o a z � O O O W � � M � � m � O O O Y Q DESIGN: TAF DRAWN: ATD CHECK: JPU JOB NO: 20008.20 DATE: 03/23/2020 !W V Li Q U Z Ld Cf) W N O Q Q pp W Z o 0 Z Q � �aa Qo < z Z U Z p Z O :m U Lv (' J SHEET: C3ml NE 1 /4, NE 1 /4, SECTION 24, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M. C3�J HAW CONTI7OL � 4 5"� STRUCTURE - � NON -SHRINK GROUT PVC PIPE* 1._❑. MAXQ CONTROL DEVICE EL* ASSEMBLY F4 BE COUPLING PVC PIPE REMOVABLE FROM (OPTIONAL) STUB+ INSIDE THE FCS I PVC PIPE* SET SCREW TO PREVENT ROTATION INVERT* TEE, GASKET TYP J r ( } z ¢ r SPOOL' PVC PIPE I r r ELBOW` PVC ADAPTERS Wj _ CR055* / 1 DOUBLE GASKET Ip AND ADHESIVE BONDED SAND FINISH ON EXTERIOR. MIN 7" LONG I DRILLED ORIFICE UDRILLED CAULK SPACE BETWEEN IN PVC INSIDE CAP PLUG PVC ADAPTER AND PIPE STUB CONNECTION & CONTROL DEVICE DiAMEORIFICE IAMETER" D ETA L A ORIFICE CONNECTION AND LADDER OR HAND HOLDS - DIA* CONTROL DEVICE POLYPROPYLENE PVC INSIDE (SEE DETAIL A) CAP PLUG* 1, OUTLET PIPE CINCH ANCHOR ALLOWABLE OUTLET LOCATION (IBu to 31S) WIRE ROPE OLI P (5S) FINISHED GRADE CATCH BASIN TYPE II PER COE STD DTL DEFORMED \/-NOTCH WEIR AS NEEDED* 318- STEEL OVERFLOW ELEV* MIN SQ-30O a + ALUM SS ROD OR SUPPORT (2 REQ'D) ADDITIONAL ORIFICE LENGTH TO FIT AS NEEDED* INVERT' 1'-0- MIN PVC PIPE At C - i V-6- MAX CROSS FLOW CONTROL �I f STRUCTURE CONTROL DEVICE SEE DETAIL A iv DETENTION PIPE PIPE SUPPORT ' (LENGTH, DIAMETER, DETAIL B iIAMETER* MATERIAL TYPE)* FLOW CONTROL STRUCTURE SHOWN W/ TYPE 2 CATCH BASIN (DETAILS A & B SHALL APPLY TO ALL DESIGNS NOTES: WHERE A SHEAR GATE WOULD OTHERWISE APPLY) SPECIFIC DESIGN INFORMATION AS INDICATED ON APPROVED CONSTRUCTION DRAWINGS. INVERT OF DETENTION PIPE IN STRUCTURE SHALL BE EQUAL TO OR HIGHER THAN THE INVERT OF THE OUTLET PIPE. PRIVATELY-O'NNED CONTROL STRUCTURES SHALL NOT BE PLACED IN CITY RIGHT-OF-WAY. REVISION DATE CITY OF EDMONDS FLOW CONTROL JANUARY 2018 STRUCTURE PUBIC WORKS (FCS) STANDARD DEPARTMENT DETAIL s f 189 APPROVED BY- R. ENGLISH SD-301 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS OUTLET IE = 232.5 �OVE235 OW �} 12" 0 PVC FLOW CONTROL ASSEMBLY RESTRICTOR PLATE W/ 0.5"0 ORIFICE SOLID LID ELEV: 237.5 a Z O d 1 as FINISHED GRADE ELEV 235.0 I CONNECTION FROM / 48"0 TYPE II CATCH / BASIN LEVEL ` DETENTION PIPE IE = 232.0� (2) ROWS OF 19 LF 36" 0 N-12 DETENTION PIPE 3 LF 36" 0 54"0 TYPE II CB CONNECTOR PIPE NOTES: 1. RESTRICTOR ORIFICES TO BE SHOP DRILLED, SHARP EDGED. 2. TOTAL PIPE LENGTH IS 44 LF. FLOW CONTROL STRUCTURE WITH DETENTION PIPE - SECTION SCALE: NTS SIM NOTE: FOR 12TH AVE N SOUTH BOUND TRAFFIC, THE FOLLOWING ADDITIONAL SIGNAGE SHALL BE PLACED: "BE PREPARED TO STOP", & " UTILITY WORK AHEAD" 2009 Edition Figure 6H-6. Shoulder Work with Minor Encroachment (TA-6) av3HV T NuoM 0dd8 A Adollk avow , aN3 T ■ q0 10ft M, END i ROAD WORK Note: See Tables 6H-2 and 61H-3 for the meaning of the symbols andlor letter codes used in this figure. Work vehicle Truck -mounted attenuator {optional} = Buffet spate {optional) 18 L r A ROAD j WORK AHEAD Typical Application 6 Dzcember200Q MUTCD STANDARD DETAIL Page 645 Sect, 6HAL 200 Edition Page 633 Table 61-1-2. Meaning of Symbols onTfy—phi—fcfall Application Diagrams ® Arrow board Shadow vehicle Q Arrow board support or trailer (shown facing down} IN Sign (shown facing left) Changeable message sign or support trailer Surveyor ■ Channelizing device Temporary barrier Crash cushion ® Temporary barrier with warning light Direction of temporary traffic detour Traffic or pedestrian signal f Direction of traffic IIII—� Flagger ® Truck -mounted attenuator ® Type 3 barricade High-level warning device (Flag tree) Warning light — Longitudinal channelizing device Work space 411100--0 Luminaire Pavement markings that should be removed far a long-term project o Work vehicle Typical Application Diagrams Table 61-1-3. Meaning of Letter Codes an SIM NOTE: FOR 12TH AVE N SOUTH BOUND TRAFFIC, THE FOLLOWING ADDITIONAL SIGNAGE SHALL BE PLACED: "ONE LANE ROAD 5001"T", "BE PREPARED TO STOP", & " UTILITY WORK AHEAD" Figure 61H-11. Lane Closure on a Two -Lane Road with Low Traffic Volumes (TA-1 1) UV3HY T y END 11HOM ROAD WORK aV08 C Laption all (optional] (optional) of 6 Note: See Tables 6H-2 and 6H-3 for the meaning of the symbols andfor letter codes used in this figure. (vpti veal y {sue Section 31B.16) [aRtional} MOM Dvaa T 4 N3 0 Soto 100 ft Buffer tspace (optional) Buffer ;Wane (optional) t YIELD 56 to 100 it �15ft TO ONCOMING A TRAFFIC y B (optional) i DNE LANE ROAD AHEAD 11179 I X MPH (optional) (optional) ROAD WORK AHEM Typical Application 11 r 1k MUTCD STANDARD DETAIL Road Type Distance Between Signs" A E3 C Lhb- pwr speed}' 100 feet t DO feet 100 feet Urban (high speed) 360 feet 350 feet 350 foot Rural 500 feet 50D feet 500 feet Expressway! Freeway 1.000 feet 1.500 feet 2,64D feet Speed category to be determined by highway agency The column headings A, 6, and C are the dimensions shown in Figures 6H-1 through 6H-46. The A dimension is the distance from the transition or point of restriction to the first sign. The B dimension is the distance between the f irst and second signs- The C dimension is the distance between the second and third signs. (rhe'Frsl sign' is the sign in a Ihme—sign series that Is closesl to the TTC zone- The -third slgn" is the sign that Is furthest upstream from the TTC zone.} Table 6H-4. Formulas for Determining Taper Length Speed (S) Taper Length (L} in feet wS2 4-0mphorless L= 60 45 mph or more L = WS Where: L = taper lergth in feet W = width of offset in feet S = posted speed limit, or off-peak 85th-percentile speed prior to work Starting, or the anticipated operating speed in mph MUTCD STANDARD DETAIL SCALE: NTS Page 655 5-111tra L ►J7 sect.SHAf APPROVED ED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIMION ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GUI.LL WAg�j�C� F,� s to _ 25385j ISTEg SIONAL 06/ 0512020 a Ln Q 1-- w — m m 0 N F- 0 w 1 w o w z w O O O W ____ I— m rl LO C) m 01010 Y Q DESIGN: TAF DRAWN: ATD CHECK: JPU JOB NO: 20008.20 DATE: 03/23/2020 �Ld V Ld Q U Z LZLI Q 0 LLJ Q N 0 O Z D 0 ZZ - Q a_� L,J N V / J _ 5: 0 U Z 0 Q O Q /ON :2 0 Li ' t W w Z U Lw 00 � SHEET: C3m2 SCALE: NTS SCALE: NTS NE 1 /4, NE 1 /4, SECTION 24, TOWNSHIP 27 NORTH, RANGE 3 EAST, W. M. \ / FOU,�D IRO, PIPE \ / 0.29'E & 0.32'S OF I I\ PROP COR Ej I � � CAP FOUND RA' 9II \ Ld °o2�2lI "� — MAP S2276 w 1N 1 �0,IN 1 I / 11IIII I I I AP\PRO LOC OF WATER & 0.42'S OF c \ G PROP COR w PER CI Y RECORDS oo G c� G 14" PIN N 88°36 18W 115.00, 20" PIN '4: VIEWLAND W A Y 010 FIR FOUND OI38 12"FI 5' SS EASEMENT 12 \�RASS DISKJ DOWN 0.6' w AFN 1748009cl- ' / \� o N o o GI41) woC 12 T , PROPOSED SFR FFE: 238.8IT— O I I I O 88/fl/LL +4 APPROX LOC OF �� I G�� 1a0 _ 1 I \ SIDE SEWER, PE ❑ I I OO I I I— I cn 0 CITY RECODS-3: I oo OO4 <jP-5� � , I,i I I� 1FIR I 4" FI � o 00 ���I� rt �II o w �� PC NI \ \ I\ Fl\oN LL to � o �6 a w o I I I co q�Io I �\ ZI _J / a ° I I \�i� I NI N I I I I I „IOrti9--_ I W I I I I I 24 HEM.- z a co a � INSTALL 1 1/2" I I I I Zc� COPPER SERVICE LINE W/ 1" WATER METER I� I I I I / I 12 FIR / U OZz 0 i \ DRY UTILITIES BY I I FOUND REBAR/CAP 3 \I 20 L LS 29276 (;5i::<s:<1 °� c(� _ ,0W OTHERS (BRING OFF 1 '`'`' SSCO MAX IE: 234.9 2 \ 16 A / I � II .. '' � OF EXISTING UTILITY ) / o / \ DROP COR .23'S OF 3g / C4.2 I \ I W POLE) �� _ — NE IDE SEWER SSMH / 12" PIN OF 40 \ ,�;.:.`�� > F M HOUSE T / RIM=226 7 / / \ I F \ �`_ /� \ ��r� / \(2) 10" CED IE 8"CON 5.) \ / \ \ z 6 SSCO IE:231.8 3g/ l / v / =210'(C.C.) / / \ J SSCO SHALL HAVE A 12" IE 8 \ \\ Al / \ CAST IRON LAMPHOLE 12" PIN =223.10'(GC.) ❑� Q� `" COVER WITH 1/2" _ _ \ a — — — HEXBOLTS / ; 10" PIN O` P �\ \\ J / / 20.0 c� \ P\ P P P P 8°36'18�' W 11�5.00' — �-- �— 0 1" — — — — — ° \ I I \ E 12"�ONC=237.3� /,10" FIR I / •� TOP OF SL .. E .. Sp� SD �— SD SID \ W W W W W W W W \ W SD W i SD W SpNSp •. =W l S SS SS SS SS I I W_\ i / W W W )� /� SS SS SS —� �IIAIL OX / \ \ / S �r � / I I I SS / _ � ��G N C) I L" __J — — S� SS ss ) EXISTING IE AT MAIN: 230.8- G� G / HMA/UTILITYBO�CES I FOUND IRO PIPE I PATCHING IF IF MAKING NEW CONNECTION, 0.12'E & 0 37'S OF I I e VERI(Y LOCATION AND DEPTH / I PROP COR C4.2WORK SIDEIN OW I I BY P�THOLING G SEWER G r SSMH N 88*36'18" W 589.36' — T G G RIM=245.04' APPROX LOC OF GAS G b G- G — — G IE 8"CONC(N./ .) PER CITY RECORDS � \ � 1 E WL A ND WAY � \=239.64'(C.C.) SD SD SD SD SD SD SD\__�_' \ SD �D SD PD SD L � ��SD W W W WATER AND SEWER PLAN SCALE: 1" = 10' WATER AND SEWER PLAN NOTES: 10 0 5 10 20 1. EXISTING SIDE SEWER LOCATION HAS BEEN ASSUMED. CONTRACTOR SHALL POTHOLE TO VERIFY LOCATION, SIZE, MATERIAL, DEPTH AND CONDITION FOR REUSE. 2. CONTACT EDMONDS PUBLIC WORKS SEWER DIVISION, 425.771.0235, TO SCHEDULE INSPECTION OF EXISTING LATERAL TO DETERMINE IF IT IS IN ACCEPTABLE CONDITION FOR REUSE. IF NOT, A NEW 6" LATERAL FROM THE MAIN TO THE PROPERTY LINE WILL BE REQUIRED. ADDITIONALLY, A NEW SIDE SEWER LATERAL ON -SITE WITH CLEANOUTS WILL BE REQUIRED PER DETAILS 2/C4.2 AND 3/C4.2. 3. IF SIDE SEWER WORK IS TO BE PERFORMED IN THE ROW, REFERENCE DETAILS 4 & 5/C3.2 FOR TRAFFIC CONTROL AND DETAIL 4/C4.2 FOR PAVEMENT RESTORATION AND UTILITY PATCHES AND PAVEMENT RESTORATION NOTES ON C1.1. 4. A MINIMUM OF 3' HORIZONTAL SEPARATION AND V VERTICAL SEPARATION BETWEEN THE WET (SEWER, WATER, AND STORM) AND DRY (POWER, PHONE, CABLE, GAS, ETC.) IS REQUIRED. 5' HORIZONTAL AND V VERTICAL IS REQUIRED FROM CITY MAIN LINES. 5. A MINIMUM OF 10' HORIZONTAL SEPARATION IS REQUIRED BETWEEN WATER AND SEWER LINES. 6. IF ANEW SEWER CONNECTION IS REQUIRED, THE CONNECTION AT THE MAIN WILL BE CORE DRILLED WITH A ROMAC SADDLE OR EQUAL. IF THE SEWER CONNECTION WILL BE CUT IN, A WYE SHALL BE INSTALLED. APPROVED FOR CONSTRUCTION IT' OFEMOND DAM BY; CITY ENGINEERING DIMION C3�J ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 GUILL QS4�rgo WAg�j F,� s 25385 �"IQ rs1 SIONAL 06/ W 2020 O O O W--- --- --- � m r_� Lr) m � � O O O LLLQ DESIGN: TAF DRAWN: ATD CHECK: JPU JOB NO: 20008.20 DATE: 03/23/2020 I.°d U I°d°°I W w o 3:: SaoC14 ,W^ 00 V / Z o') CL Z Q 0 < _j z m 3 w LIJ V) U Z LL J Z Q O r :m~ Q � � w U w �j z La SHEET: C4.1 NE 1 /4, NE 1 /4, SECTION 24, TOWNSHIP 27 NORTH, RANGE 3 EAST, W. M. C3�J PROPERTY LINE R.O-w. FINISHED GRADE I I BY METER SUPPLIED I ---_ I , BALL VALVE II � E II � II DIRECTION OF FLOW A D J MATERIAL LIST: �A ALL 1" SERVICES TO BE TYPE W SOFT COPPER TUBING 1" BALL CORP. STOP WITH CC THREAD INLET AND COPPER (CTS) GRIP OUTLET (FORD OR MUELLER) QC DUAL PURPOSE UNION @) MIPT X CTS COMPRESSION FITTING DAL_ VALVE CURB STOP EQUAL TO FORD B84-4440 FOR 1 " E WHEN REPLACING E70SfING SEWCES- I" METER SETTER WITH ANGLE BALL METER VALVE 15" HIGH WITH DUAL r--"OSE UNIONS ON INLET AND OUTLET, HORIZONTAL IN HORIZONTAL, OUTLET EQUAL TO FORD VB74-15W-11-44 WHEN PLACING NEW SERVICES; USE SAME AS ABOVE AMC) ADD A SINGLE CHECK, EQUAL TO FORD VBH74-15W-11-44 0 1" CC TAP SERVICE SADDLE EQUAL TO ROMAC 101S 9IN UNPAVED AREAS: CARSON 1324 MSBCF WITH DUCTILE IRON COVER AND CAST IRON READER DOOR; IN PAVED AREAS: ARMOR CAST A6001946PCX12 Box W/ A600196960 RCI LID 9 FOR VACANT LOT (FUTURE USE) LOCATON MARKED WITH PAINTED 2" X 4" STAKE WITH "WATER" STENCILED ON IT l0 14 GA. VINYL COATED WIRE TRACER (TAPED TO PLASTIC PIPE EVERY 10') TO BE GROUNDED AT METER AND HOUSE @J SCHEDULE 44 3/4" OR 1" PLUG, REMOVE WHEN CONNECTION IS MADE TO CUSTOMER LINE WITH COMPRESSION FITTING LT1 WATER SERVICE TO HOUSE, INSTALLED BY OWNER/CONTRACTOR (PER PLUMBING CODE) QL PROPERTY OWNER RESPONSIBLE FOR PURCHASING 3/4" OR 1" METER THROUGH THE CITY AT DEVELOPMENT SERVICES DEPARTMENT: CITY WILL SUPPLY AND INSTALL METER AFTER PURCHASE: IF USING 3/4" METER, CONTRACTOR WILL PROVIDE REDUCERS �M BACK SIDE OF METER BOX SHALL BE SET AT THE PROPERTY LINE UNLESS APPROVED BY THE CITY ENGINEER - METER BOXES SHALL NOT BE SET IN DRIVEWAY AREAS UNLE55 TRAFFIC RATED BOX 15 APPROVED BY CITY ENGINEER - REVISION DATE CITY OF EDMONDS 3/ -1 AUGUST 2019 L ATER SERVICE PUBLIC WORKSINSTALLATION STANDARD ,A' DEPARTMENT DETAIL s f_ } S 9 D B'Y: R. ENGLISH 111� ►dl— 130 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS RESIDENCE 1 1 2' ' CLEANOUT (MAX) (TYP) r 5 0 CLEANCUT W ITH 45' BEND AND CAP NOT TO EXCEED 100' BETWEEN CLEANflUTS CLEANOUT (WYE WITH CAP AND GLEANOUT COVER) AND CONCRETE LEVELING COLLAR 2"± TFINISHED GRADE WATER TIGHT CAP w RISER LEVELING COLLAR - 'SEE NOTE 4 f 45' 12- PVC SLEEVE J } 6" RISER 4'° OR 6" SIDE SEWER 6" WYE AND GENERAL CLEANOUT DETAIL 45' BEND 12" LOCKING COVER SEE NOTE 3 END OF PIPER GRIPPER PLUG (CHERNE 27061 OR APPROVED EQUAL) 6" CITY STUB 4" OR 6" 12" LOCKING COVER SIDE SEWER CLEANOUT DETAIL Zr SEE NOTE 3 AT PROPERTY LINE/CITY EASEMENT 3z LEVELING COLLAR NOTES W SEE NOTE 4 IL a 0 ASPHALT SURFACE 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKEiED. 1P"t 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. 3. SEWER CLEANOUT COVER TO BE EAST JORDAN IRON WORKS IRISEREND 1 FOOT LONG 12' PVC PRODUCT #00366102 STAR PIPE COSP45L OR APPROVED SLEEVE EQUAL. B" OF PIPE GRIPPER 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: PLUG (CHERNE 270261 4R APPROVED EQUAL) - IN ROADWAYS PER COE STD DWG GU-424 TYPICAL CLEANOUT - IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24-x6- DEEP CONCRETE COLLAR OR 24' DIAMETER x 6" DEEP UNDER ASPHALT 4R CONCRETE CONCRETE COLLAR CITY OF EDMONDS SEWER CLEANOUT DETAILS PUBIC WORKS DEPARTMENT APPROVED BY: R. ENGLISH CITY OF EDMONDS STANDARD DETAIL SCALE: NTS REVISION DATE JANUART 2018 STANDARD DETAIL SS-200 FINAL JOINT SHALL BE A NEAT STRAIGHT HMA CLASS 1/2- LINE. ALL EXPOSED VERTICAL EDGES SHALL PG 581-1-22 BE TACKED NEATLY PER WSDOT STANDARD (SEE NOTES 4 & S) SPECIFICATIONS 5-04.3(5)A APPROVED TACK OR APPROVED EQUAL AND SEALED PERWSIDOT 1 TDUNDERMININGXCAVATO TO AVOID EXISTING EP VEMEINT. NOTES: 1- SEE CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF THE CURRENT WSDOT STANDARD SPECIFICATIONS FOR BACKFILLING REQUIREMENTS- 2, SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING COMPANIES DOCUMENTING THAT THE BACKFILL MEETS A MINIMUM OF 95% DENSITY PER ASTM D 1557- 3- CSBC DEPTH SHALL BE A MINIMUM 6" OR MATCH EXISTING WHICHEVER IS GREATER- WHEN MATCHING EXISTING CSBC DEPTH GREATER THEN 6", THEN CSBC SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS UFTS NOT EXCEEDING 6'°. 4. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4- THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 4" SHALL MATCH EXISTING. 5, ALLEY HMA DEPTH SHALL BE A MINIMUM OF 2" THICK- UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 2" SHALL MATCH EXISTING- 6- UNLESS APPROVED BY THE ENCINEER, THE HMA SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 2". 7, FINAL PAVEMENT JOINTS SHALL BE NEATLY AND UNIFORMILY SEALED WITH WSDOT STANDARD SPECIFICATIONS 5-04.3(5)C APPROVED JOINT SEALANT OR APPROVED EQUAL LFEBRUARY DATE CITY OF EDMONDS TYPICAL HMA AND 2020 UTILITY PATCHPUBLIC WORKS ARD DEPARTMENT AILPPROVED BY: R. ENGLISH 41 D CITY OF EDMONDS STANDARD DETAIL SCALE: NTS J3L�j 2j7- a - w�W c a- o � a- s �dm 0 NOTES: r(IF STUB FOR FUTURE DEVELOPMENT) 1 SEWER STUB SHALL 13E LOCATED 10' INSIDE PROPERTY LINE & STAKED. PLACE 2"x4" TIMBER AT END OF SIDE SEWER STUB AND CUT TO LENGTH TO ENSURE 3 FEET EXTENDS ABOVE GRADE, PAINT TOP 18 INCHES WHITE. IN 3 INCH HIGH LETTERS. STENCIL THE NUMBER OF EVEN FEET FROM GROUND ELEVATION TO THE SEWER STUB INVERT- 8 GAUGE WIRE TO BE DOUBLE 'WRAPPED AROUND PIPE AND 2 x 4 STAKE AT OR ABOVE FINISHED GRADE. w z d LOCKING CLEANOUT COVER PER COE STD DTL SS-200 6" LATERAL SEWER SLOPE - 2% MIN TO 507. MAX 22.5' OR 45' BEND 6" TEST TEE 6" WYE/5" ROMAC SADDLE SEE NOTE5 1 AND 2 P0551BLE SEWER MAIN LOCATION 22.5 OR 45• BEND II 6" TEST TEE 6" TEE POSSIBLE SEWER MAIN LOCATION 1. WHEN TAPPING INTO EXISTING MAIN A ROMAC STYLE CB SADDLE SHALL BE USED_ PLACEMENT OF TEE SHALL DEPEND ON DEPTH OF SEWER MAIN. AS A MINIMUM, THE TEE SHALL BE PLACED AT A 45 DEGREE ANGLE FROM PIPE SPRINGLJNE. 2. IF NEW MAIN IS BEING INSTALLED OR MAIN IS BEING REPLACED, SERVICE CONNECTION TO THE MAIN SHALL BE DONE WITH A WYE. WYE SHALL BE AT A 4-5 DEGREE ANGLE FROM PIPE SPRINGLINE. 3, IF CONNECTING EXISTING PRIVATE SIDE SEWER TO NEW CITY LATERAL, A CONCRETE/PVC STRONGBACK FERNCO RC SERIES OR ROMAC COUPLING SHALL BE USED AND SECURED PER MFR'S INSTRUCTIONS. 4, BORING OF SERVICES WITHIN RIGHT OF WAY IS NOT ALLOWED. 5, SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GA5KETED- S. IF STUB FOR FUTURE DEVELOPMENT, USE RUBBER JOINT BISCUIT PLUG OR OTHER APPROVED WATERTIGHT PLUG. REVISION DATE CITY OF EDMONDS MAY 2018 NEW LATERAL SEWER PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH S S- 2 0 2 CITY OF EDMONDS STANDARD DETAIL SCALE: NTS APPROVED FOR CONSTRUCTION CITY OF EDMONDS DAM BY; CITY ENGINEERING DIM ION ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 25385 �i IS fEg tip, Cs SIGNAL 06/ 0512020 F 0 0 0 w � m rl L1I m � � 0 0 0 Y Q DESIGN: TAF DRAWN: ATD CHECK: JPU JOB NO: 20008.20 DATE: 03/23/2020 Ld U w p W w 0 3:: c 00 / Z o') CL Z Q p < z Q m w I Li V) _ p 0:� J U Z LLJ Q p 0 0 m Q W a U L.j p J SHEET: C4.2