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FG APPROVED PLN ENG STM RESUB 3-Civil Plansn o r- C r- LJ I 1 1/ 0 0 N N X 0 0 0 �0 0 U5III -w Z J w m QLL D_ aZ U)a 0 Z N O_ 2 C/) 0 F LU LU Ow z= it U) w J Y a U Z-U, O O z Q� C) W o� cD �a ~a WU) 0 Q° aLU w Co 0 z O w 2i Y 0 U w_ (D D z �w LLJ U) 0 L~LI w a= U wo a� Z No 0 N CO ir w 0 a� mo U J w U cn o U) N F- J_ U > m U �ZO wmo m0� �ww z�> �20 O U) F U _3 a am CONSTRUCTION SEQUENCE NOTES PICKERING TOWNHOMES 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 110. 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 2 PERMANENT VEGETATION IS ESTABLISHED. 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. 3� DTE: THE CITY HAS A PLANNED 2021 CONSTRUCTION PROJECT AT THE INTERSECTION F 6TH AND MAPLE; IF PROJECT IS CONSTRUCTED IN 2021, CONTRACTOR SHALL ASSUME MITED STREET ACCESS ON MAPLE AND THAT NO USE OF PUBLIC RIGHTS -OF -WAY WILL AVAILABLE FOR CONSTRUCTION STORAGE, STAGING, OR OPERATIONS. 302 6TH AVE S 201 i cal 7,4 Len I I 303 Len I 13 555 Idn I ' I' I co Ln PROJECT LOCATION 318 aEDO DEOUE t 215 219 %0 NO � ■�,�,U-N M W Ln O f LU_� Ln VICINITY MAP 0. NTS GENERAL NOTES: 1. ALL MATERIALS AND WORK SHOWN ON THESE 8. CONTRACTOR SHALL LOCATE AND PROTECT 20. CONTRACTOR SHALL OBTAIN AND PAY FOR 30. COORDINATE AND ARRANGE FOR ALL UTILITY 4- PLANS SHALL CONFORM TO THE CITY OF ALL UTILITIES DURING CONSTRUCTION AND ALL PERMITS REQUIRED FOR INSTALLATION OF CONNECTIONS, UTILITY RELOCATIONS AND/OR EDMONDS STANDARD PLANS AND DETAILS, SHALL CONTACT THE UNDERGROUND ALL SITE IMPROVEMENTS INDICATED ON SERVICE INTERRUPTIONS WITH THE AFFECTED THE FOLLOWING SPECIFICATIONS AND CODES, UTILITIES. LOCATION SERVICE (1-800-424-5555) THESE DRAWINGS. OWNERS AND APPROPRIATE UTILITY AND ALL OTHER APPLICABLE LOCAL AT LEAST 48 HOURS PRIOR TO 21. A SEPARATE IRRIGATION PERMIT MUST BE COMPANIES. CONNECTIONS TO EXISTING MUNICIPAL, STATE, AND FEDERAL CODES, CONSTRUCTION. OBTAINED FROM THE CITY PUBLIC WORKS UTILITIES SHALL BE MADE ONLY WITH RULES AND REGULATIONS: 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS DEPARTMENT. PRIOR TO FINAL ADVANCE WRITTEN APPROVAL OF THE - CURRENT INTERNATIONAL BUILDING AND DIMENSIONS AT THE PROJECT SITE CONSTRUCTION ACCEPTANCE, PROVIDE TO AUTHORITIES GOVERNING SAID UTILITIES. 0. CODE(IBC) BEFORE STARTING WORK AND SHALL NOTIFY THE CITY WATER QUALITY TECHNICIAN, A 31. ALL UTILITIES SHALL BE PLACED - 2020 WSDOT/APWA STANDARD OWNER'S REPRESENTATIVE OF ANY COPY OF THE BACKFLOW TEST REPORT. TEST UNDERGROUND. SPECIFICATIONS FOR ROAD, BRIDGE AND DISCREPANCIES. REPORTS CAN BE FAXED TO 425-744-6057 OR 32. EXISTING UTILITY LINES IN SERVICE WHICH MUNICIPAL CONSTRUCTION 10. PIPE LENGTHS WHERE SHOWN ARE EMAILED TO JEFF.KOBLYK@EDMONDSWA.GOV. ARE DAMAGED DUE TO CONSTRUCTION WORK - WASHINGTON STATE DEPARTMENT OF APPROXIMATE AND MAY CHANGE DUE TO BACKFLOW TESTING SHALL BE COMPLETED BY SHALL BE REPAIRED AT CONTRACTOR'S ECOLOGY STORMWATER MANAGEMENT FIELD CONDITIONS. THE OWNER ANNUALLY THEREAFTER. EXPENSE AND INSPECTED AND ACCEPTED BY MANUAL FOR THE PUGET SOUND BASIN 11. CONTRACTOR SHALL OBTAIN A COPY OF THE 22. AS A MINIMUM REQUIREMENT, ALL DISTURBED CITY OF EDMONDS AND OWNER'S (CURRENT EDITION). GEOTECHNICAL REPORT (WHERE APPLICABLE) AREAS ON AND OFF SITE SHALL BE RETURNED REPRESENTATIVE PRIOR TO BACKFILLING. 5 2. STANDARD PLAN AND TYPE NUMBERS AND SHALL THOROUGHLY FAMILIARIZE TO THE EQUIVALENT OF THEIR 33. NEW UTILITY LOCATIONS ARE GENERALLY INDICATED ON THESE DRAWINGS REFER TO HIMSELF WITH THE CONTENTS THEREOF. ALL PRECONSTRUCTION CONDITION IN SHOWN BY DIMENSION, WHERE NO CITY OF EDMONDS STANDARD DETAILS, SITE WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH APPROPRIATE DIMENSIONS ARE INDICATED, LOCATIONS MAY UNLESS NOTED OTHERWISE. COMPLIANCE WITH THE RECOMMENDATIONS REQUIREMENTS AND STANDARDS. BE SCALED FROM DRAWINGS. FIELD 3. A COPY OF THESE APPROVED PLANS MUST BE OF THIS REPORT. 23. ALL DISTURBED SOIL AREAS SHALL BE ADJUSTMENTS SHALL BE APPROVED BY ON THE JOBSITE WHENEVER CONSTRUCTION 12. STRUCTURAL FILL MATERIAL AND PLACEMENT COMPOST AMENDED AND SEEDED OR OWNER'S REPRESENTATIVE AND CITY. IS IN PROGRESS. SHALL CONFORM TO THE RECOMMENDATIONS STABILIZED BY OTHER ACCEPTABLE METHODS 34. FIELD STAKE ALL UTILITY STUBS AT THE 0. 4. DEVIATIONS FROM THESE PLANS MUST BE OF THE PROJECT GEOTECHNICAL REPORT. FOR THE PREVENTION OF ON -SITE EROSION PROPERTY LINE. APPROVED BY THE ENGINEER OF RECORD AND 13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN AFTER THE COMPLETION OF CONSTRUCTION. 35. TRENCH BACKFILL OF UTILITIES LOCATED THE LOCAL GOVERNING AUTHORITY. GARDENS, INFILTRATION OR PERVIOUS SEE EROSION CONTROL PLANS FOR SPECIFIC WITHIN THE CITY RIGHT-OF-WAY SHALL BE 5. CONTRACTOR SHALL RECORD ALL APPROVED PAVEMENT IS TO BE PLACED SHALL BE GRADING AND EROSION CONTROL COMPACTED TO 95%. COMPACTION TEST DEVIATIONS FROM THESE PLANS ON A SET OF DELINEATED AND PROTECTED AT ALL TIMES REQUIREMENTS. REPORTS SHALL BE PROVIDED TO THE CITY "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE FROM COMPACTIVE ACTIVITIES (I.E. HEAVY 24. THE CONTRACTOR SHALL KEEP OFF -SITE PRIOR TO PAVING. ALL AS -BUILT CONDITIONS ON ONE SET OF EQUIPMENT, STOCKPILING). STREETS CLEAN AT ALL TIMES BY SWEEPING. 36. WHERE NEW PIPE CLEARS AN EXISTING OR REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO 14. MANHOLES, CATCH BASINS, UTILITIES AND WASHING OF THESE STREETS WILL NOT BE NEW UTILITY BY 6" OR LESS, PLACE 5 THE OWNER PRIOR PROJECT COMPLETION PAVEMENT SHALL BEAR ON MEDIUM DENSE TO ALLOWED WITHOUT PRIOR APPROVAL. POLYETHYLENE PLASTIC FOAM AS A CUSHION AND ACCEPTANCE. A SET OF AS -BUILT VERY DENSE NATIVE SOIL OR COMPACTED 25. THIS PROJECT IS NOT A BALANCED BETWEEN THE UTILITIES. DRAWINGS SHALL BE SUBMITTED TO THE CITY STRUCTURAL FILL. IF SOIL IS DISTURBED, EARTHWORK PROJECT. BOTH EXPORT AND 37. SEE MECHANICAL DRAWINGS (WHERE OF EDMONDS PRIOR TO FINAL APPROVAL OF SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IMPORT OF SOIL AND ROCK MATERIALS ARE APPLICABLE) FOR CONTINUATION OF SITE THE BUILDING OCCUPANCY/FINAL PROJECT IS PRESENT AT SUBGRADE ELEVATION, REQUIRED. UTILITIES WITHIN THE BUILDING. APPROVAL. REMOVE AND REPLACE WITH COMPACTED 26. SLOPE OF FINISHED GRADE SHALL BE 38. SEE ELECTRICAL DRAWINGS (WHERE 6. ELEVATIONS SHOWN ARE IN FEET. SEE STRUCTURAL FILL PER GEOTECHNICAL CONSTANT BETWEEN FINISHED CONTOURS OR APPLICABLE) FOR EXTERIOR ELECTRICAL SURVEY FOR BENCHMARK INFORMATION. REPORT. SPOT ELEVATIONS SHOWN. WORK. 7. THE LOCATIONS OF EXISTING UTILITIES AND 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS 27. FINISHED GRADE SHALL SLOPE AWAY FROM 39. SEE LANDSCAPE DRAWINGS (WHERE SITE FEATURES SHOWN HEREON HAVE BEEN FOR DIMENSIONS AND LOCATIONS OF BUILDING WALLS AT MINIMUM 5% SLOPE FOR A APPLICABLE) FOR SITE IRRIGATION SYSTEM. FURNISHED BY OTHERS BY FIELD SURVEY OR BUILDINGS, LANDSCAPED AREAS AND OTHER MINIMUM DISTANCE OF 10 FEET. 40. PIPE MATERIAL AND SIGNAGE SUBMITTALS OBTAINED FROM AVAILABLE RECORDS AND PROPOSED OR EXISTING SITE FEATURES. 28. CONTRACTOR SHALL BE RESPONSIBLE FOR SHALL BE PROVIDED TO CITY ENGINEERING SHOULD THEREFORE BE CONSIDERED 16. SEE ARCHITECTURAL DRAWINGS FOR AND SHALL INSTALL AND MAINTAIN SHORING DIVISION FOR APPROVAL PRIOR TO APPROXIMATE ONLY AND NOT NECESSARILY PERIMETER FOUNDATION DRAINS. AND BRACING AS NECESSARY TO PROTECT INSTALLATION. COMPLETE. IT IS THE SOLE RESPONSIBILITY OF FOUNDATION DRAINS SHALL BE INDEPENDENT WORKERS, EXISTING BUILDINGS, STREETS, THE CONTRACTOR TO INDEPENDENTLY VERIFY OF OTHER SITE DRAIN LINES AND SHALL BE WALKWAYS, UTILITIES AND OTHER EXISTING THE ACCURACY OF ALL UTILITY LOCATIONS TIGHTLINED TO THE STORM DRAIN SYSTEM AND PROPOSED IMPROVEMENTS AND SHOWN AND TO FURTHER DISCOVER AND WHERE INDICATED ON THE PLANS. EXCAVATIONS AGAINST LOSS OF GROUND OR PROTECT ANY OTHER UTILITIES NOT SHOWN 17. ALL REQUIRED STORMWATER FACILITIES MUST CAVING EMBANKMENTS. CONTRACTOR SHALL HEREON WHICH MAY BE AFFECTED BY THE BE CONSTRUCTED AND IN OPERATION PRIOR ALSO BE RESPONSIBLE FOR REMOVAL OF IMPLEMENTATION OF THIS PLAN. CONTRACTOR TO INSTALLATION OF ANY PAVEMENT UNLESS SHORING AND BRACING, AS REQUIRED. SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE OTHERWISE APPROVED BY THE ENGINEER. 29. CONTRACTOR SHALL OBTAIN APPROVAL FROM 0. AND CONDITION OF EXISTING UTILITY LINES AT 18. ALL ROOF DRAINS, PERIMETER FOUNDATION THE CITY AND FOLLOW CITY PROCEDURES CONNECTION OR CROSSING POINTS BEFORE DRAINS, CATCH BASINS AND OTHER EXTERNAL FOR ALL WATER SERVICE INTERRUPTIONS, TRENCHING FOR NEW UTILITIES. ENGINEER DRAINS SHALL BE CONNECTED TO THE STORM HYDRANT SHUTOFFS, STREET CLOSURES OR ASSUMES NO RESPONSIBILITY FOR THE DRAINAGE SYSTEM, UNLESS NOTED OTHER ACCESS RESTRICTIONS. CONTRACTOR COMPLETENESS OR ACCURACY OF THE OTHERWISE. SHALL NOT RELOCATE OR ELIMINATE ANY EXISTING UTILITIES AND SITE FEATURES 19. ALL FOOTING DRAINS SERVING BUILDINGS, HYDRANTS WITHOUT FIRST OBTAINING g PRESENTED ON THESE DRAWINGS. ENGINEER WALLS, ROCKERIES, ETC. SHALL CONNECT TO WRITTEN APPROVAL FROM THE FIRE MARSHAL. SHALL BE NOTIFIED IMMEDIATELY OF THE ONSITE DRAINAGE SYSTEM AND BE CONFLICTS THAT ARISE. ROUTED THROUGH A SUMP PRIOR TO DISCHARGING TO THE PUBLIC STORM SYSTEM. CONTACTS: APPLICANT: CHRIS PICKERING 2611 NE 113TH ST SEATTLE, WA 98125 PHONE (425) 493-8431 ENGINEER: DAVIDO CONSULTING GROUP, INC. 9706 4TH AVE NE, SUITE 300 SEATTLE, WA 98115 PHONE (206) 523-0024 ATTN: BEN IDDINS, P.E. SURVEYOR: CHADWICK & WINTERS 1422 NW 85TH ST, SEATTLE, WA 98117 PHONE (206) 297-0996 ATTN: BRANDON WINTERS ARCHITECT: CB ANDERSON ARCHITECTS PLLC 7209 GREENWOOD AVE N SEATTLE, WA 98103 PHONE (206) 782-2911 ATTN: GABI MULLER SHEET INDEX SHEET DESCRIPTION C00 COVER C01 TESC & DEMO PLAN CO2 GRADING PLAN CO3 DRAINAGE PLAN C04 UTILITY PLAN C05 FRONTAGE IMPROVEMENT PLAN C06 DETAILS C07 DETAILS C08 DETAILS C09 DETAILS UTILITY PROVIDERS: STORMWATER, WATER & SEWER: CITY OF EDMONDS PUBLIC WORKS ENGINEERING DIVISION CITY HALL - SECOND FLOOR 121 5TH AVE N EDMONDS, WA 98020 PHONE (425) 771-0220 GAS: PUGET SOUND ENERGY 19900 NORTH CREEK PKWY BOTHELL, WA 98011 PHONE (888) 225-5773 POWER: SNOHOMISH COUNTY PUD 21014 63RD AVE W LYNNWOOD, WA 98036 PHONE (425) 783-1000 PHONE & CABLE: � Z Y W co co 0 LU Z Z Z F_ Lu apW W W W J Q J= �� ~ui 1 LLJ W � C 000 FQoUJL o60 z~ Uzi Z W W W J (D Z OW W W Z O , Z a Lu H H H w �U U U U W wLZUZZL 10� 10� Of 0 J � W a- W a- W a_ v U Q W C)aVjZU Z Z Z H W j U 000 p J w p z w = cn cn cn W Z ~ J »> � m co C)oo °uF a o0 : 0 LOUW � W Z 0 m m m m wo0Q Q Q 2 C:) N N N Q <D o0 cM o �C:)� � CD CD o UJ J ILU Q Z LO Lu I- N_ E 0 z N 00 CDO >C> ��' ��C :�� LO0) �U) oo� (D.. N N r COMCAST 3105 ALDERWOOD MALL BLVD, SUITE Q LYNNWOOD, WA 98036 PHONE (800) 934-6489 FRONTIER: 4320 196TH ST SW LYNNWOOD, WA 98036 PHONE (509) 593-8356 FIRE: CITY OF EDMONDS DEPT. OF FIRE PREVENTION (SNOHOMISH COUNTY FIRE DIST. #1) KARL FITTERER, DEPUTY FIRE MARSHAL OFFICE - EDMONDS CITY HALL, 3RD FLOOR 121 5TH AVE N EDMONDS, WA 98020 PHONE (425) 771-0213 Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. COMPLIES WITH APPLICABLE CITY STORMWATER CODE /18/2021 ,a A FL A r, A n A F= A F A r; ANA I A I 2 BUSINESS DAYS 4 BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) oFIWAS Qj AP enj in ins - te: O 54904�y - S�ONAQ7 BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES, & ALL OTHER EX FEATURES & CONDITIONS. IF 5 CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. 0 00 Q Wp O= Z Q CO z w w � Q L11 Y (.00 W ~� �o�c 0 0 0 U r� ) O � O 0 E = cy.) U o Y � o LLJ U Z M a_W Q 2 co 7 CD M RESUB U W w Aug 17 2021 � � CITY OF EDMONDS 0 0- DEVELOPMENT SERVICES PROJ. MANAGER: KR DEPARTMENT DESIGNED BY: CS DRAWN BY: KR, JA CHECKED BY: BI SCALE: AS SHOWN REV. SHEET APPROVAL FOR CONSTRUCTION 1 8 CITY OF EDMONDS 8/13/2021 3 of 9 SHEET NUMBER DATE: 8/18/2021 coo BY: CITY ENGINEERING DIVISION K A o r^ r• % o o f- u r r v I T 11 0 N N x CD o❑ ❑ �w wm J J LLLL a a QZ U) Q Z W ON 2 rn ❑1.-- ww Ow z= EU) w J Y Q U a � zO z [If z out cD � ❑ry zQ Z W U) Q O a❑ w to ❑ z O w W ❑ U w_ O o_ z �w LLJ U) Y W U w a= U wa a� Z o ON CO a� mo U J w >Q00 U cn o U) N H J_ U > 0D U a a w�z m0 m❑w �ww �1L> 2 O ❑ U H U _3 Q ,I w 10 5 0 10 20 SCALE IN FEET KEY NOTES KEY DESCRIPTION DETAIL/ SHEET OINSTALL TEMPORARY STORM DRAIN F/C06 INLET PROTECTION 2 INSTALL TEMPORARY STORM DRAIN OINLET PROTECTION TO ALL STORM F/C06 DRAIN INLETS 50' DOWNSTREAM OF PROPERTY LINE CONTRACTOR TO SWEEP STREETS O DAILY OR AT MORE FREQUENT - INTERVALS AS NEEDED INSTALL APPROXIMATELY 209 LF PERIMETER PROTECTION.* INSTALL A/C06 O J-HOOKS AS NECESSARY TO INCREASE RETENTION TIME OINSTALL APPROXIMATELY 209 LF HIGH - VISIBILITY FENCE REUSE EX CONCRETE DRIVEWAY 3 O DURING CONSTRUCTION OR INSTALL D/C06 TEMPORARY STABILIZED CONSTRUCTION ENTRANCE O SOIL AMENDMENT SA/C07 OEXISTING HARD SURFACE TO BE - 8 REMOVED (TYP) O EXISTING FENCE TO BE REMOVED - PRELIMINARY STOCKPILE LOCATION. 10 FINAL LOCATION TBD BY - CONTRACTOR 11 NOT USED - 4 CAP EX WATER SERVICE AT PL PRIOR 0TO DEMOLITION OF STRUCTURES. 0 - WATER METER TO BE REUSED FOR NEW DEVELOPMENT APPROXIMATE LOCATION OF EX SIDE SEWER SERVING EX SFR (NOT 13 SURVEYED). CUT AND CAP SIDE - SEWER AT PROPERTY LINE PRIOR TO DEMOLITION OF STRUCTURES EX POWER SERVICES TO PROPERTY 14 FROM THIS POLE (NOT SURVEYED) TO - BE DECOMISSIONED PRIOR TO DEMOLITION OF STRUCTURES 5 *INSTALL PERIMETER PROTECTION SUCH AS SILT FENCING, COMPOST SOCKS, OR STRAW WATTLES IN ACCORDANCE WITH VOL. II OF THE DOE (2104 AMENDED) STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON GENERAL NOTES 1. A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT IS REQUIRED FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY. 2. EXISTING SIDEWALK FRONTAGE IMPROVEMENTS SHALL BE MAINTAINED AS LONG AS POSSIBLE DURING THE COURSE OF CONSTRUCTION. 3. 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. 4. SIDEWALK ALONG MAPLE ST AND 6TH AVE S PROPERTY FRONTAGE SHALL REMAIN OPEN EXCEPT AS NEEDED TO PERFORM SPECIFIC ACTIVITIES SUCH AS SIDEWALK REPLACEMENT AND UTILITY CONNECTIONS. LEGEND: STABILIZED CONSTRUCTION ENTRANCE x PERIMETER PROTECTION 7 HVF HIGH VISIBILITY FENCING OX REMOVE EXISTING TREE LIMITS EXTENTS OF DISTURBANCE STOCKPILE LOCATION + + + + + SOIL AMENDMENT SOIL AMENDMENT NOTE: g 1. ALL DISTURBED PERVIOUS SURFACE AREAS SHALL BE AMENDED TO MEET THE SOIL QUALITY AND DEPTH REQUIREMENT PER BMP T5.13 OF THE 2014 DOE STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON (SEE DETAIL SA/C07). � A FL - ,aReauc ••�� • Jewelryor ste - - Takeout ® V ° > <' o % Little BipsyQ Cloth Wore ? Frances Anderson Center Edmonds Ferry Terminal O ng - - _ - -, l_IMains[I- -,. - Qlnsurance§� iceS'Group' -� .. 0 e V' 1 QEdmonds Landing (3 Assisted LivingThe MARKET �I'� Edmonds Recreation U.S. Bank Branch fishmonger & eatery ��- Edmonds Library - Edmonds Short Sales Q Q © Takeout • Delivery Heritage Center Sno Isle Libraries Main Street 0 Preschool& Dayton sr- Courses' - Planning, PLLC r nk�'°'^ ' on St 0 Dayton St - pass ' °91 a Farmers Insurance IS y Wynn Ayers MSteepologie Teas Takeout • Delivery u - Maple St -' 2 6th AVe S, Maple St Edmonds Wastewater monds, WA 98020 m Treatment o. a 3 ® <o n C, a Alder St�JP to Q N QVanily Lash Lounge - CG Engineering - .c Civil and Structural... Beck's Tribute Center - All sty'- - , Aid s st m m - x Chase Bank © Beck Ln - ..-Greg Imlerq.c --"y D 0 - -Malnut Walnut St .WeIntR St' =MbIr RSt r Walnut Street Coffee ufD, oa m .' Takeout Nancy.. 's Nails < �Ber'shireHathaway _rvices... Go gle� N " _---- '-- 7 _ . Edmonds Bowl � rinnv Or Map data 02021 Google 200 ft HAUL ROUTE PLAN OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE 1 TI 60" SDMH I II GE 99.96 I I +0 2 IEW91.9115"CP I IE S 92.16 24" CP I SW 95.91 10" CI BTM 90.30 -G G CONCRETE SIDEWALK G G G G G G- I WM G-G-G G G Concrete Gutter (typ) I O MAP E STREET Asphalt Street ❑ Iii- N W W W W _W_W I W W -/ 1 W � W W � W _ / W W SA / PCBqq __ PCC PCC / ace _ pcc pcc pec MAN LE 1 RIM = 9 94 FT. PSS PSS -P�S PSS PSS PSS- 2 3 STORM I _ - PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD MANqR& 100 / FOUND EXISTING REBAR 1511CP STORM RIM = 99.93 FT. AND CAP AT CALC'D MANHOLE CORNER POSITION RIM = 99.75 FT. 1 U co a I 1 D/W @ N o CW 6 a � Z Y W LU i LU Q 0 06 W W W W J Q J= �1 ~ui 222 1 2 2 2 w W� CO O 00 Q O uj 060 Z� Z W W W _j(DZWZ OW W W Z O J Z O w w Q U U U LI_ w u) =) LL Of OJLUv7� LJ W U U< W �Q(/j U Z Z Z H LU>> U 000 p J w 0 z W = Cn Cn (n W Z 2TI--� UxsmFCID Q 0 C) 2 0 W W W z 0 m m m m w000< Q Q 2 O iN N N Q (.0 CO M o �C:)- (00 O 0O W z W LO N_ E z N U tb CDO >C> C)� ri c �_ L0 LO 0) (D oo O N N U) a_ LL MK ONCRETE SIDEWA K II 5 Sto \ i 88°43'21" E 12 1�� 4 6 .97' 13 1 ❑ \Z i I CAT ASIN a / \ + RIM = 99.15 FT. a I.E. = 98.34 FT. \ + + ++ + + + - + +-+ BSI Ee \ . + <+1 + + + + + + + �+ + + + + ..... + 1 I o a? I 1 + + + + + + + + + + + + 40 + + � \ a BLOC + + + + 10 ++++++ ++ + + + EW99.�7 k � + + + + + � + + + + + + o - i + ++ + + + + + + + + + + + + + + 0 60" SSMH + + + + + + + 1 + + + + \ Rim 100.08 + + + + + + + �a IEN88.1312"CP I I + + + + + + � End not � CALL 811 a I // Found IE E 88.23 10" CP 9.68 + HOUSE 7 1++++++++++++ O I / ❑ 3 \\ IE S 88.23 10" CP 2 BUSINESS DAYS 4 + I + + + + + I / a \ IE W 88.23 10" CP + 302I6THAVt.S. I +++++1++++ ^oo \ BEFORE YOU DIG + - -+ + 5+ + 9 \ (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) \I + a3i H se #302 3.2' + k I 7 \ \� co F 10 6 i ++++++++ / a \\ ��PMI �dl / o + ��P� cT + Q 0 5' Eaves I + + + + + + + + .._., enj i \+ 8 1 I++++++++ o 0 ' Ins + 3.1 I + oo. ++ I Ej a te: + 0 549D + I EM io I + � .t�) G/ST�� \I - + 17.65' 28.2' + + + I ❑ /ONq 7 + �+ fn 9.8'----------- ----- + + + a + + + + Y I a BASE MAP/TOPOGRAPHY PROVIDED BY + CW + + + @ U) w OTHERS. DCG CANNOT BE HELD LIABLE + 1 I + + + + � FOR ACCURACY. CONTRACTOR SHALL + �p� + + + + + + + + + 2 u) W FIELD VERIFY GRADES, UTILITIES, & ALL 5 7.3' + + 3 + + + + i U) V/ O OTHER EX FEATURES & CONDITIONS. IF Lot 18 + �0^ + + + + V a LIB CONDITIONS ARE NOT AS SHOWN &/OR I lif + of 19 Lot 20 + + + + + + k rn c PLANS SHOWN CONTACT DCG PRIOR TO S + + + H ^, U CONSTRUCTION. II �+ + + + + + to W + + _ ❑ i I + + + + EL + EL + ++++++ o + ` Jc CW T1 +++++++ I ♦� O \ 1 _ N wl 0 +++++++ CD 00 M \ \ 7 0� w O Q Wood Fence Do - - _ °� +++++++ I A PROVED BY PLANNING 3:0 Conc U \ + + /+k+ z W (n \ I (i'� W o LIJ z z .D r + + + + \ + + + + + + + V O 6 + + + + + + a v + + to \ 1 + + + + + + + ++++++++++1 .0' \ + + + + + + + + + + + o Aug 23 2021 z Q CO Q Wire Fence +I + I \ +\ + + + + + + + I = O z Q +�++++++++++ ❑ U " O _ T10 + + + + + + I a �O (f) Q + + + + + Q FOUND IRON PIPE N 4 iv . N I `� +\+ / k " z z O off 63° 18'44" E, 0.8 FT. ° N to w N I + �+ + + + + I O 0 U FROM CA= n O �? N�/ o +\� + + ❑ L.I_ CORNER POSITION I + + + + _ (n U O Q LJJ LJJ LLU a Y +++++.�+ ° � out Uz + + + + + + + + + + + + M W + + + + + + + + + 1 + I + + + + + + + + + ❑ Q + + + + + + + + + U) CATCH BASIN 15.0' + + + + + + + + ... Lt5+8' + a RIM = 105.26 + + + + + + + + + + P2 -O P OHP OH \ 0 FOUND EXIS ING TACK D O CHIP B PSis P4�59 E S 89°58'45" E .'9s'__ 59.96' D I WASHER 0 FSET 3 F TN 7 \ EC. \ 14 U I OF CALC'D RORNER`� \ VAULT Edge of Asph. Alley \ = I POSITION a (N \ O ALLEY \\0.42 Y O / Q w J I w w / I o RESUB o o Aug 17 2021 � � a O CITY OF EDMONDS 0 \\ I O DEVELOPMENT SERVICES CD \ W 30' R/W Z DEPARTMENT PROD. MANAGER: KR ASPHALT w ❑ 3 DESIGNED BY: Cs \ - � a DRAWN BY: KR, JA Z o CHECKED BY: BI in -901 1\ U o l 5: SCALE: AS SHOWN El N \ a REV. SHEET APPROVAL FOR CONSTRUCTION 2 8 CITY OF EDMONDS 8/13/2021 3 9 SHEET NUMBER 11 17.71' o DATE: 8/18/2021 16.4' a 5 BY: C01 �:%z�,�x,.E I Building CITY ENGINEERING DIVISION F (; I I IA I A 6C A f- r-% C I t- u I v F W 2 U Z 0 0 N N X 0 0 p p W W J 00 J Z) IL Fn z Q (D -- Z F- EE W Y W U W d = U Lu I_ CL N_ Q � Z N OC) U) N ry�2 Lu p a� mo U J Lu U cp o U) N � ~ p Z W J U > ry U L?z u m p � �wW Z�> Lu w20 F U U i Q 10 5 0 10 20 SCALE IN FEET KEY NOTES KEY DESCRIPTION DETAIL/ SHEET OTOP OF WALL ELEVATION TO MEET OR - EXCEED EX GRADE AT PROPERTY LINE 2 O PROPOSED CONTOUR (TYP) - O EXISTING CONTOUR (TYP) - O EX ROCKERY TO BE PROTECTED - O EX UP TO BE PROTECTED IN PLACE - 12"-WIDE PLANTER W/ 6" CURB ON EAST O SIDE OF PLANTER PER ARCHITECTURAL - PLANS OPROTECT ELECTRICAL VAULT LID AND - ENSURE TRAFFIC RATED LID 3■ LEGEND: ° d CONCRETE ASPHALT ASPHALT GRIND & OVERLAY BIORETENTION PLANTER W/ UNDERDRAIN r r r (SEE DETAIL BP/C07) LANDSCAPE ABBREVIATIONS: BM =BENCHMARK BOTS = BOTTOM OF STAIR 5 BOTW = BOTTOM OF WALL CB = CATCH BASIN CL = CENTER LINE CONC = CONCRETE CW = CONCRETE WALK GR = GRADE EL = ELEVATION EOP = EDGE OF PAVEMENT EX = EXISTING EG = EXISTING GRADE FF = FINISHED FLOOR FG = FINISHED GRADE FL = FLOWLINE IE = INVERT ELEVATION 3 LSCAPE = LANDSCAPING LT = LEFT M.I.C. = MONUMENT IN CASE NO. = NUMBER PC = POINT OF CURVE PT = POINT OF TANGENT RT = RIGHT STA = STATION STD =STANDARD TOC = TOP OF CURB TOP = TOP OF PAVEMENT TOPS = TOP OF STAIR TOPW = TOP OF WALL TYP = TYPICAL 7 11E ITT CURB RAMP DETAIL CR ill =5' �O5 PZ A r- 0 co MAXIMUM DRIVEWAY SLOPE ALLOWED 14% I N Existing curb ramp landing to remain. 7' wide sidewalk to be installed. t JU PSU PSD 1 I I lUU 15"CP RI M = 99.93 FT. / FOUND XIS. I�tG.f2EBAR I STORM ANP.C. P.AT. ALC'D. I MANHOLE C RNE PO.ITI.ON. RIM = 99.75 FT. ........ RIM 98.97 ':': EG FL 99.14 I .:.:.:.:.....:..:.:.. 1 .... EG FL 99.25 a co TOC 99.18 EG FL 99.07 1 EG TOC 99.38 I p EG FL 99.10 EG 99.1 I co I..::: ....... I EG FL 99.29? - - - - oivEG 99.48� ........�.... ...TOC 99.60 . EG TOC 99.31 N p ° TOC 99.11. ° EG FL 99.22 I / i EG 99.59CW 99.25 ° d RIM 99.79 TOC 99.72 ° Eco G 99.84 \ CW 99.21 ° a CW 99.71 d ° CW 99.83 EG TOC 99.41 \ EG 99.82 CW 99.24 ° y03 d d EG FL 99.40 Z J s ° w u w � u Lj r PL 99.86, °. CATCH BASIN 0L / \ v, `I, v w I I I 4, ° RIM = 99.15 FT. I CW 99.31 ° EG 99.84 1. E. = 98.34 FT. \ j d W PL 99.74A LRIM 99.80' yRIM 99.82 EG TOC 99.74 / \ �-� EGFL99.40� \ a� I BLOC FL 98.60 � �" �' �' � � ~RIM 99.80 WALK oo� ° RIM 99.05 RIM 99.00, \11 \11 �\ 41 / 60"SSMH TOC 99.10 FG 98.75 � � RIM 98.50 W W ''�� \ TOC 100.011 \ Rim 100.08 l d -I a -T---- � -- -- - CW 100.12 / o ° \ IE N 88.13 12" CP ney I �r-al\IDS I - - - - - - FG 98.75 W PL 100.17 End not \ EG 100.99 I 1L� j Found \ IE E 88.23 10" CP 41 9.68' ° d `��\ FG 98.75 i I j W I W 1 b0 v I / p \\ IE S 88.23 10" CP 2, g °I I I i 300 6TH AVE S 'j ' a \ IE W 88.23 10" CP ° ° Qj-i-L---------> I FF 99.25 I I I w d[/TO d 1 1---------� i \ 'T' F-i------,-T-g #540 FL 98.40 ° i I '' I I r ° TOC 98.90 L_�i I i I �� d IC 100.371 \ FG 98.75 i I i I f 1 CW 100.48 kjj11F -_J RIM 99.10 PL 100.53 TOC 98.85 ° TOPS 100.78 CnEG102.28- "- j ° .70 i FG 99.15 FG 100.68 RIM 98.35 ° .- - I _ Ds - d 4�-+ SE TOC 98.95 .IDS � - - - - - \ BOTS 99.28 i C0 FG 98.75 I -2- I- I - x I \ CL FL 98.40 '�01 a a i I i -- ----� / - TOC 100.747.3'� W CIO CW 100.85 0- Lot 18 � °. I---i--` - - - - -�� I \ PL 100.90 C 6 1302 6TH AVE S EG 103.37 �I L \ ° 1 , / I U PL 101.30 a Q CW 01.25 TOC 99.20 FG 98.75 7 ; RIM 99.1Jc 0 I a TOC 101.14 -�-' FL 98.70 d W i FG 99.15 i i i ° ° RIM 99.05 I I II BOTS 98.90. - DS = - - _ ' I_ _ I . TOPS 100.98 ° FG 99.15 J. ° I. Wood Fence' BOTW 99.15 FG 99.15 ��*I TOPS 101.43TOPW 107.25 aBOTS 99.43'd - EG 104.05 °� RIM 99.10, 1 r FG 104.25 I � w ° '-'-RIM 101.85TOPS 104.10 I ,��' z � 304 6TH AVE S I -t \ ° PL 101.65 Wire Fence / -�- - ---- �I FF 99.25 ° CW 101.60 'RIM 102.60 I. 4 ; FG 104.25 ' f _ ° `TOC 101.49 ° Id1 '� I ��L r 1 2W p RIM 104.10 I i i I 0 o �.-�� 1 .� 102. � FOUND IRON PIPE N n I . d ,TI , ° °' 63°18'44" E, 0.8 FT. FROM CALC'D CORNER POSITION �a j - DS DS r 103 1 D PL 101.92 Cn EG 104.81 BOTW 104.50 L -- - -- - 1 ° ° � 1P4 FG 104.00 ° EG TOC 101.73 ° 105° EG 101.31; CATCH BASIN °°4 FG 105.00 FG 103.00, RIM 55.02 TOC 101.39 RIM = 105.26 ° - FG 104.00 11, � ° OHP EG FL 101.35- EG 104.99 `............. ......... `. .. FOUND EXIS ING TACK D \ -O y OHP BOTW 1 05.30 :.\........ WASHER OFFSET 3 FV'E T \ cB Type 1 �. .. I : FG 101.93 : 1 : FG 101.53 C. ..../.................................... OF CALC'D SORNER A \ Alley GE 105.28 vauLT j..... EG 104.72EG 104.37 .::::::.:::� I FG 101.58 POSITION o N \ EG 105.24\..........:.:.:.:.:.:.:.:.:.:.:.. ........... '''.::' ': I: :: I O .�. IE N I AL EG 102.51;. 2 -EG 101.40 o RESU B :...10.0'. ... ....\ 45::0'.................... .. w BTM 1o3.os FG 102.00 ° FG 101.44 0 0 Aug 17 2021 ............ \. `.............. ......1. a EG 105.44 �. FG 101.92 , o CITY OFEDMONDS EG 102.82 \ d �.... ....... ............................ ° . ............... .... • . • . .. •d EG FL 101.74 0 DEVELOPMENTSERVICESCES ... Z DEPARTMENT EG 104.93�- EG 102.47 a TOC 101.78 ASPHALT EG 104.43 �1 5 0 -� 4 d ° a \ EG 102.32 o EG FL 101.78 N I EG TOC 102.23 EG 102.36 a APPROVAL FOR CONSTRUCTION CITY OF EDMONDS 17.71' o DATE: 8/18/2021 a 16.4' BY:�ir.fr,4 I I Building 30' CITY ENGINEERING DIVISION n G F (; I -IA AIA K RIM = 99.46 FT. ELEV. = 133.57 FT. Buildi I I I I HOB I II I I I I I I I I I I I I I I I I U, Z Y W � W Q U I- I- I- Q❑°FLU W W W J Q J 2 LU 2 2 2 W W D 00 000 ~QOcH Ors z O L I- I z W W W J Z Z OW O J z W W Z 00- -0 j QLU of LU H H H w rj 120 z Z U UUU O JWDLL WC/)FZ Of Of Of W W W aUC7QW ❑QC/j U U) z z w❑ 0 000 j p_jUj W = ❑ cT cT cn W z 1: 1.- Of UO� tsmm ❑W ? z 0 m m m m wo0Q Qo Q 2 N N N Q Clo0 0000 M (.0 00 O O W 0 LU J Q �� z W LO CV E 0 z - CV U O O O Q� Q LqLO 0) 5 O O U oo oU L LL ■R 2 BUSINESS DAYS 4 BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) I oFw- / CO enj in ins O5491 �Fssi GISTE�`� ON BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES, & ALL OTHER EX FEATURES & CONDITIONS. IF 5 CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. N OT T VJ U) U)W W Np 2 z 6 Z Q 00 O= 2 Q rn IY 2 Z Q J Y � 3:3:W � 0 O ~ z cM Q - nj z Z_ 0 Q 8 0 E U) CY)G W W oMW UZ W Q Cfl 7 O M U W LU z 0 D- PROJ. MANAGER: KR DESIGNED BY: CS DRAWN BY: KR, JA CHECKED BY: BI SCALE: AS SHOWN REV. SHEET 8 8/13/2021 3 OF SHEET NUMBER CO2 I I f- 1 I f- u I v F w U z 0 0 N N x 0 0 0 0 w w J m J J Z) w Fn z Q U z�-: EEw Y W U w d = U Lu H 2 � v N a� zo 0 N of Lu 0 a� mo U J w U cp o U N Z w J U m > d r U ?z Lu m0� �wW Z�> Lu w20 F U F- U i Q 1111r460 10 5 0 10 20 SCALE IN FEET KEY NOTES KEY DESCRIPTION O 4" DOWNSPOUT (TYP) 2 O 4" ROOF DOWNSPOUT TIGHTLINE @ 2.00% MIN 2 SLOPE AND 2' MIN COVER (TYP) PERIMETER FOOTING DRAIN - 4" PERFORATED O PVC PIPE IN 6" MIN WASHED GRAVEL, WRAPPED IN NON -WOVEN FILTER FABRIC (TYP) NEW 12" D CONNECTION TO EX 15" CP PSD W/ 48" SADDLE CB W/ SOLID LOCKING LID O MATCH RIM TO EXISTING GRADE EX 15" PSD IE (W,E) 91.00± 12" IE (S) 91.25 O 10 LF 12" PVC SD @ 2.00% MIN DOWNSPOUT TO DRAIN VERTICALLY INTO BP O (SPLASH PAD TO BE LOCATED UNDER 3 DOWNSPOUT) O7 14 LF 12" PVC SD @ 2.00% MIN SLOPE 6" SDCO O RIM 99.30 6" IE 94.90 O 63 LF 6" PVC SD @ 1.50% MIN SLOPE SDCB - TYPE 1, #2 GW/ 10 HERRINGBONE GRATE RIM 98.35 6" IE (E) 95.50 (W/ SPILL CONTROL ELBOW) SDCB - TYPE 1, #3 11 W/ HERRINGBONE GRATE RIM 104.10 6" IE (S) 100.35 (W/ SPILL CONTROL ELBOW) 6" SDCO 12 RIM 99.05 6" IE 95.80 DOWNSPOUT TO ROUTE ALONG FACE OF 13 BUILDING AND DRAIN VERTICALLY INTO BP1 (SPLASH PAD TO BE LOCATED UNDER DOWNSPOUT) 14 6 LF 6" PVC SD @ 1.00% MIN SLOPE SEE LANDSCAPE PLANS FOR PLANTINGS WITHIN 15 BIORETENTION PLANTERS W/ UNDERDRAINS (TYP) 5 12" AREA DRAIN RIM 98.50 16 6" IE (S) 95.75 6" IE (N) 95.65 211MIN SUMP 04 ° FOOTING DRAIN TIGHTLINE @ 2.00% MIN 1s G 83 LF 6" PVC SD @ 2.00% MIN SLOPE 6" SDCO 19 RIM 102.60 6" IE 96.90 12" AREA DRAIN 20 RIM 99.10 3 6" IE (E) 96.50 12" AREA DRAIN 21 RIM 99.10 6" IE (E) 96.50 12" AREA DRAIN 22 RIM 99.10 1110 6" IE (E) 96.50 6" SDCO 23 RIM 104.45 6" IE 100.19 24 G ASPHALT BERM TO DIRECT ALLEY DRAINAGE TO CB 25 6 LF 6" PVC SD @ 2.00% MIN SLOPE 7 26 6 LF 6" PVC SD @ 2.00% MIN SLOPE 27 7 LF 6" PVC SD @ 2.00% MIN SLOPE 0 7 LF 6" PVC SD @ 2.00% MIN SLOPE 4" PVC SD BIORETENTION PLANTER OUTLET @ 0.29 2.00% MIN SLOPE (TYP) 0ROOF 0 AREA ROUTED DIRECTLY TO DETENTION FACILITY 11 E ITT DETAIL/ SHEET I/C07 BP/C07 L/C08 G/C06 G/C06 L/C08 BP/C07 3 L/C08 L/C08 3 V/C09 DOWNSPOUT TO ROUTE ALONG FACE OF GBUILDING 31 AND DRAIN VERTICALLY INTO BP (SPLASH PAD TO BE LOCATED UNDER DOWNSPOUT) 32 NOT USED - 33 NOT USED - FLOW CONTROL MH - 54" O W/ SOLID LOCKING LID RIM 99.05 6" IE (S) 94.86 34 12" IE (N) 92.12 S,T,U/C09 36" IE (E) 92.12 ORIFICE DATA ORIFICE #1: 0.50" 0 ELEV 91.12 35 42 LF 6" PVC SD @ 1.00% MIN SLOPE - 36 PIPED INLET TO BP W/ CONIC SPLASH BLOCK BP/C07 SDCB - TYPE 2 #5 W/ VANED GRATE ORIM 37 98.97 R,T/C09 12" IE (S) 91.80 12" IE (N) 91.70 CB TYPE 2 - 54" O W/ SOLID LOCKING LID RIM 99.00 3s 6" IE (S) 95.50 T/C09 6" IE (E) 94.75 36" IE (W) 92.26 39 6 LF 6" PVC SD @ 2.00% - 40 20 LF 6" PVC SD @ 2.00% MIN - SDCB - TYPE 1, #1 OW/ 41 VANED GRATE G/C06 RIM 102.00 6" IE (NW) 99.00 42 ° 28 LF 36 O DETENTION PIPE @ 0.50 /o U/C09 BIORETENTION PLANTER W/ UNDERDAIN & 6" TABLE A/ BP# PONDING DEPTH. SEE TABLE A ON SHEET CO3 CO3, FOR DETAILS BP/C07 '2 z Y w I- I- I- LU w Q C0 Q 0 °6 LLI J W W W Q_ J 2 I U~1 IE S 92.16 24" CP 2 2 2 CE�00Lu I 2 2 2 LLI D w �:-) LU IESW95.9110"CI I 0 0 0 ~QOcH BTM 90.30 z W W W � Z ILL] Z a > > > z�o�z -G G G G G CONCRETE SIDEWALK > Of Of Of 0 0- w a U) W W W J�0 LU Oa G G G co G G _ H H H w uj z Z U WP G�G�G U U U wO � w 0 Ii GOf -G � LU LU LU d()UQ W 1e�u ter.ftyp) I I Q U I ......................... ! U) U) U) w C7 0 :.:. gpL:;:T_E-�-.................:: z z z P w>> Z ....I 000 O�wo_ As ha .. ee cn cn cn w w = Z �. � F- D I: :' :::::.:.:.:.........I I �, Of U0�SmOm Q 0 0 -w W W W _ - W W W ........ W_.: ........ ..... .. � 1 W W W "� Ow 2 Z uJ I..W w j` - m m m m wooQ . 1 -- i W W W U 2 c. / o-- Q Q I........: :' ::::::.........I / CR Pcc PCC PCC pec SA / I"I_I N N N ACC '' .... ... ... . PcC �cc occ MAN LE Q <� o 0 I ................ ..... i - I. . . . . .. ....... . ..... ........U... .PSS PSS_-P PSSRIM=9 94FT. PSS PSS 4 0 c0 G o 0� STORM0. DPSD PSD PSD.. :. 8PSD PSD PSD MAN 100 LJLPSD PSD PSD PSD W . . . . . . . . . . . . . . RIM =99.93 FT. Z �� .. 15"CP ..STORMFOWDSING.REBAR. ANID' . ..T. ALC.'D. �..� .�......'..'. I MANHOLE I W E CgR .. . 1TI-ON ......:.....:......:. U l ' I Z � N � E I cn c� .. C7... _ RIM = 99.75 FT. o �.. o L O Q O Q OM M I ............ ° I 0404 0 37 ................. ............... ............... N a cow 4 ° Q. o Q Q. d3 ..�° d -- 4 co \ a 4 I J 3 °. CATCH BASIN a a RIM = 99.15 FT. / \ CATCH BASIN � � � � u, ,i, � a RIM = 99.46 FT. I W W SS SSS I.E. = 98.34 FT. / \ O / \ W W 38 / \ S 8 �/ a a 14 \ BLOC �' "' a� • / o0 i BP1 60" SSMH WALCN ppV ° 26 C7 \ �� v� N \L `Y ----- - �� 42 16 39 I0 \ a / \ Rim100.08 IGHT 3 133.57 LEGEND: CONCRETE MAXIMUM DRIVEWAY SLOPE ALLOWED 14% ............ ASPHALT ASPHALT GRIND & OVERLAY BIORETENTION PLANTER W/ UNDERDRAIN (SEE DETAIL BP/C07) LANDSCAPE OROOF # AREA CONTRIBUTING TO BIORETENTION PLANTER OF SAME # If the rim to invert exceeds 5' a type II structure will be required. All storm pipe shall have a minimum of 2' of cover under driveable surfaces and 1' minimum cover under landscape surfaces. DEVELOPED AREA CALCULATIONS (PROPOSED CONDITIONS) I 9 - - - I �� // o_ End not IE N 88.13 12" CP W d money L - L-� \ 13 - - - 17 wl WI W' �� a =° \ / Found \\ IE E 88.23 10" CP 4 .2' - - 9.68' a ° Q I. 1 I \��\ O I O I 1 � I �@ w 1 b0 \l / 0 \� IE S 88.23 10" CP 4 1 1 \�.\\ I 300 6TH AVE S I ° / CO \ IE W 88.23 10" CP CALL 811 FF 99.25 W a o a 41a 1-,-------ji BP2I \ 2BUSINESSDAYS ------ 4 I rr1 18 Buidi g #540 BEFORE YOU DIG U, L (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) 26 Ivy I� 10 Io 4 ' L-'----- 6 �� _ JPM�N� \ 27 � i ° U 0 of�Lenjja_ 1111111110 1 20 Cn 16 ins I DS a 4 a. _ te: 0 HO SE f I S 30-------I U) 549 9.8' i 1 ��\\ 1 jl!l rs/OIST0U) �/ / N a cn �\ I ' �Q� W ° � w? v of �� ; "------ 29 / c� n' 7.3' I d I �� 1 �� \ Cf)-- (1/ �j BASE MAP/TOPOGRAPHY PROVIDED BY Lot 18 1 1 �� -1 - �\\ _j I � \ d o a OTHERS. DCG CANNOT BE HELD LIABLE _ 1 2 FOR ACCURACY. CONTRACTOR SHALL a 1 1302 6TH AVE S � U) FIELD VERIFY GRADES, UTILITIES, &ALL IFF 99.25 U) \� E E U OTHER EX FEATURES & CONDITIONS. IF 5 Al 1 i� 0 CONDITIONS ARE NOT AS SHOWN &/OR 6 J . a / 0 > PLANS CANNOT BE CONSTRUCTED AS 1 I I BP3 I SASS \Cn \ j d a- SHOWN, CONSTRUCTION.CONTACT DCG PRIOR TO a IU L_-Y 1 ° I �_ a Cc)21 I °- a a U)W Q p, wl a4 I 1 ,i , 12 DS 1` d a N Do 28 Wood F00 ence 1 1 1 ;I M °n° ACCEPTABLE TIGHTLINE °� 22 W 4 ° Q MATERIAL: 1 - I F I 1 SS ° �.. 1 4 1 1 0 U 1\ w o_ U) U) SDR 35 I al °I ; �� 1 304 6TH AVE S �`/� Y r \ 19 a= o. !^ v/ O 111 p Wire Fence - SCH 40 ° i q - i FF 99.25 -----��- `]-I 1 Ur ; CVO Z 6 0 0 z N 12 F 1 HAN R 8 0 CO 11 Q a 1 i I-' 15 i BP4 r - ,-_. �1 � 40 1 ,� \� I 0 I � z Q � 2 _ 2 Q Z J AREA DESCRIPTION AREA IN SQ FT AREA IN ACRES TOTAL SITE AREA (ONSITE) 6,594 0.15 AREA DESCRIPTION AREA IN SQ FT AREA IN ACRES TOWNHOUSE BUILDING 2,932 0.07 DRIVEWAY 1,197 0.03 WALKWAYS 210 0.01 TOTAL IMP SURFACES 4,339 0.10 PERVIOUS AREAS AREA IN SQ FT AREA IN ACRES LANDSCAPING 2,255 0.05 12 3: I L r I 102 � �I a W~ Q > W LL . Y c� 0 W o L_� I 36 i- � N ° FOUND IRON PIPE N Q 1 T 1 0�1 Q 4 63'18'44" E, 0.8 FT. 1 P 6 r r W U FROM CALC'D 1 I I T 1 1 0 M Q (D j z CORNER POSITION a IDS I DS W = U V o ^ Z Z O 00 Q ----- - 1 N a ��(n < L _ _ 4 ° 4 SD S SDI SD SD z Gp� O 1 w = CY) C 4 W 1 4 .1a G W W 0 23 ° 105 ° P w w U 0 O ATCH BA IN ° O O O 35 14, 1 a D_ 0 W U Z RIM = 105.26 a , w I w 1� w ° -O P OHP w .........`....................... �: .. FOUND EXIS ING TACK D \ Q CB OHP .........�. �. WASHER FSET3F T CB Type 1 i �............ �.� ....... I . ..'.�. a 'I \ 1.. OF CALC'D RNER EC. .. .\ / ;.......... t.. 41 a \ GE 105.28 VAULT ......... I...... °. = POSITION o_ �.: o / \ IEN I AL �. .•. . 24 4QI 1 \o O .. O w BTM 103.08 :.:....:.:.:....\ .......... ,............... �.. ° 0 eo CY) - _ �. �° o RESUB w w ... ..... ... a z Oj a 0 4 j 30' R/w z Aug 17 2021 � � ASPHALT \ CITY OF EDMONDS 0 DEVELOPMENT SERVICES TABLE A DEPARTMENT PROD. MANAGER: KR DESIGNED BY: CS TOP OF 4" BOTTOM OF DRAWN BY: KR, JA BP # PLANTER OVERFLOW ELEV INLET IE TOP OF UNDERDRAIN PLANTER INNER DIM. WALL MULCH INVERT ELEV BOX CHECKED BY: BI SCALE: AS SHOWN 1 100.50 100.00 99.60 99.50 96.92 96.42 5.0'L x 2.0'W REV. SHEET APPROVAL FOR CONSTRUCTION 4 g 2 101.68 101.18 100.78 100.68 98.10 97.60 13.01 x 2.0'W CITY OF EDMONDS 8/13/2021 3 OF 3 102.03 101.53 101.13 101.03 98.45 97.95 14.51 x 2.2'W DATE: 8/18/2021 SHEET NUMBER 4 103.00-104.50 100.10 99.70 99.60 97.02 96.52 16.7'L x 4.2'W BY: �C `'�"�� CO3 CITY ENGINEERING DIVISION G F !; II I IA W A o f- rN C C n L-1 1 1 1/ F Lu 2 U z 0 0 (V (V X 0 0 v 0 Lu w J m J J Z) w Fn z Q O z�-: EEw Y W U w U w� (V zN 0 of Lu 0 a� mo U J Lu U cp o N I.-- 0 Z W J U m > d r U z Lu m 0 U �wW Z> Lu w20 F U i Q INIC4670 10 5 0 10 20 SCALE IN FEET KEY NOTES KEY DESCRIPTION DETAIL/ SHEET (3) 1" WATER SERVICES & O CONNECTIONS TO 8" DI WATER N/C08 MAIN 2 2O (3) NEW 1" WATER METERS N/C08 O 3 LF 6" SSS @ 2.00% MIN - OWATER 4 POINT OF CONNECTION TO BUILDING (TYP) NEW 6" SSS CONNECTION TO EX No O10" CP PSS W/ ROMAC SADDLE P/C08 EX 10" PSS IE: 87.63 EX 10" PSS SPRINGLINE:88.05 OUTILITY TRENCHING (TYP). K/C07 SAWCUT AND MATCH EG CONTRACTOR TO PROTECT EX 3 UTILITIES AND DETERMINE ODEPTHS 7 AND LOCATIONS WHERE CROSSING WITH NEW UTILITIES PRIOR TO INSTALLATION (TYP) O30 LF 6" PVC SSS @ 2.00% MIN - SLOPE 6" SSSCO O RIM 98.80 E/C06 6" IE 93.02 10 NOT USED - 6" SSSCO 11 RIM 99.82 E/C06 6" IE 93.44 12 78 LF 6" PVC SSS @ 2.00% MIN - SLOPE 6" SSSCO 13 RIM 102.00 E/C06 6" IE 95.00 POINT OF COMPLIANCE FOR 4" SSS CONNECTION TO BLDG. COORDINATE IE (ASSUMED 4' 14 BELOW BLDG FF) WITH SITE MEP - CONSULTANT & NOTIFY ENGINEER IF CONFLICT WITH DESIGN OCCURS 4" IE 95.25 5 15 EX WATER METER AND SERVICE TO BE RETIRED _ 16 4" PVC SSS @ 2.00% MIN SLOPE (TYP) NEW UNDERGROUND POWER AND COMM SERVICES. FINAL 17 0 DESIGN AND SERVICE SIZES TO BE COORDINATED W/ - SNOHOMISH COUNTY PUD & COMM SERVICE PROVIDER PROPOSED GAS SERVICE (TO BE 18 SIZED BY SITE MEP & - COORDINATED WITH PSE) 5 19 21 LF 6" SSS @ 2.00% MIN - 1-1/2" PE PIPE WATER SERVICE (FROM METER TO BUILDING) 20 W/ 14 GA. VINYL COATED WIRE - TRACER TO BE GROUNDED AT BUILDING (TYP) 6" SSSCO IN ROW W/ 12" LAMPHOLE COVER 21 W/ 1 /2" HEX BOLTS E/C06 RIM 99.79 6" IE 92.96 4" SSSCO 22 RIM 99.15 E/C06 7 4" 95.22 4" SSSCO 23 RIM 101.50 E/C06 4" IE 95.22 4" SSSCO 24 RIM 102.50 E/C06 4" IE 95. 22 REPLACE EX CONCRETE 25 SIDEWALK IN -KIND TO NEAREST - JOINT (TYP) POLE MOVED TO SATISFY THE 26 REQUIREMENT OF CITY OF - s EDMONDS FOR SETBACKS (TYP) WATER NOTES: 1. EXISTING DOMESTIC WATER METER TO BE EXAMINED BY CONTRACTOR FOR CONDITION AND SIZE AND MAY ONLY BE REUSED IF 1" 2. UNDERGROUND WIRING TO BE DESIGNED BY ELECTRICIAN. GENERAL UTILITY NOTES: 1. ALL UTILITY SERVICES SHALL BE PLACED UNDERGROUND. 2. MINIMUM SEPARATION BETWEEN SEWER AND STORM PIPE CROSSING IS 6". ALL CROSSINGS MEET MINIMUM SEPARATION. 3. ALL FINAL RESTORATION RESULTING FROM THE INSTALLATION OF UTILITIES IS TO BE COMPLETED BY THE CONTRACTOR. 4. MAINTAIN A MINIMUM OF 3' HORIZONTAL SEPARATION BETWEEN DRY UTILITIES (GAS, POWER, ETC) AND WET UTILITIES (WATER, SEWER, AND STORM). 5. MAINTAIN A MINIMUM OF 10' HORIZONTAL SEPARATION BETWEEN WATER AND SEWER LINES. 6. UTILITY PATCHES SHALL BE COMBINED AND FULL WIDTH OR HALF WIDTH OVERLAY MAY BE REQUIRED DEPENDING ON THE EXTENT OF DISTURBANCE. WHERE UTILITY PATCHES FALL ENTIRELY WITHIN ONE TRAVEL LANE, THE OVERLAY SHALL EXTEND TO THE CENTERLINE OF ROADWAY. WHERE UTILITY PATCHES EXTEND INTO BOTH TRAVEL LANES, A FULL WIDTH OVERLAY IS REQUIRED. 7. SIDE SEWER MUST MAINTAIN A 2.00% MIN SLOPE. IF PIPE SLOPE EXCEEDS 20% THE PIPE MUST BE ANCHORED. 8. CITY WILL TV SEWER MAIN PRIOR TO FINAL ACCEPTANCE. LEGEND: CONCRETE a ASPHALT ASPHALT GRIND & OVERLAY BIORETENTION r r r PLANTER W/UNDERDRAIN (SEE DETAIL BP/C07) LANDSCAPE R/W 0 -W W W GAG G G � G Iw w w w w 1.w.... ..........� W.. .:.......... l w w w w w v� w :: 5: I --- W w- ..•.........•.........•.............�..�..�.............. ........ Doi................... �PCc_ o¢c DCC PCC DCC DCC PCC ................'...... ....... ........... .. / DCC DCC -- SA / Dcc Dcc DCC MAN LE ...... ........ PSS-PSS- PS PSS I.... ..� RIM - 9 94 FT. PSS PS: ..................... I :::::...::::......... .. U U, . .. . .....I STORM -PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD PSD I?SD..... �, ... II MAN _ I _ - I ....... ........ ..'.' ..' Sp..... PSD PSD PSD PSD 100 / ........ ............... ........ ............. .. ......... ..I 15"CP RIM = 99.93 FT. I _ 1 / FOUND.... I.S. ING.f2EBAR.. _ :....:....... ...� STORM '> ANP.C:. P.' T. ALC'a.........�..>�..� ................... ......... MANHOLE C RNE � JTI.ON................... ............ .. ...... 18 RIM = 99.75 FT. I Q I I...... a o I ........ ...:.:.:.:....... ...... . .... .. I I o �.. .. ................. I ::::::::::::::::::::: ::::::::: o ... .. . ............ I ---- D/W --- . �..... N 0 a a U) 15 Q. 4 d 4 \ 2 d 1D cD d Z I '4, d U) \ a. CATCH BASIN a CATCH BASIN ,� �, d a RIM = 99.15 FT. / \ RIM = 99.46 FT. S ' I. E. = 98.34 FT. � / \ � 21 3 W SSS � .,. 11 0 / \ 111, 19 11,1 BLOC ° \ 41 a� // �o WALOpp a W 20 v g �\ v' v 60" SSMH N W W O o I\ d .� / \ Rim 100.08 ° T IEN88.1312"CP _�• / a End not \\ Fr -al IDS I-------- I I �� //a \� / IEE88.2310"CP L - - I F I I I �1 0 "'', / ° _ \ / Found \\ 9.68' ° .° 0 i I I\ ��\ 4 I I I I w 1 w 1 b0 w I 0 \ IE S 88.23 10" CP a zi I I 300 6TH AVE S a / a \ IE W 88.23 10" CP ��--------- �� FF 99 25 I r 1 W v a 41DI I �� L---------J k v \ �� I -I----- ,_r 12 I� d co o d I I I 14 22 I r+ ' C) . Cn I I d O d 44 I S$ QI Ll IDS 4 S - = w ° a ----- \ a o 9.8' f -� � I \ W EL y \\�� U d �/� n a U) U) vJ ° ' ^, 51 7 I I �\ I Ems\ ---- I I / \ W UCUCD Lot 18 I � I I j I � I `� vw \ d \ m ----- L) I I I zl - I--------- -� IFF 99.25 23 I \� 0 ° I I I �f i302 6TH AVE S �� U) 'v O U W o > v \� °. / U) I SSS I 0I I - -------I U a CA, I _ o I -T I W d }� CO Z Y W � LU Q U H H H Q in °6 LLI W W LU J Q J 2 LU 2 2 2 W W D m 000 ~QOcoH 06 z (D W Z W W W J Z Z OW O J Z W W Z U a LD Q j W ofLU H H co Z Z U w Uj U U U OUjLUD wU� w w w a a a av(DQW ❑ Q uj D U U) z z H W>> (D 000 LU z LU = ❑ cT cT cn w z LU LU of�~-� UOtsLU m�m Q -❑❑ ❑W >-z 0 m m m m wp0Q Q Q 2 C:) � N N CN Q Cloo 0000 M p � o GaC)o LU LU J Q z LU �t CV E O Z CV, U C:)C) C) Q Q �� _a)� (.0 (6 U ON C:)U O W MR 2 BUSINESS DAYS 4 BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) IN o � i . v> ed �P Ben' in CO = nS 2 1.08.1 7:5 �S TT E 11G� NAL BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES, & ALL OTHER EX FEATURES & CONDITIONS. IF 5 CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. 0 d 0 O LDI ad l I II d O CID d I U I I a Q Wood Fence, I U) \v Conc ° I dd F °� I W p F I SS I O 14 _ C'4 6 °.i I I 304 6TH AVE 4 \ o. i O 0 0 Wire Fence - 16 _ 2 Z a ! ��- �� I FF 99.25 + �\ 13 �_ \ Q � U � 0 2 r N1102 a Eo I M FOUND IRON PIPE N a • I 'T' Q ffv J 63°18'44" E, 0.8 FT. w I I 'T I , FROM CALC'D I DS I 1 1 \' 0 ^ z Z 0 CORNER POSITION �a I I DS r 103 co OM 0 d ° -- - - N ° U O y � � d � d LU LU SD S - -- SD--�---SD - W -- SD -y- Gp� O 1 .� .I, v 1IP4 W �� O W U Z 105 FL W w CATCH BASIN a ° d ° O O 41 17 �1 1 ° O_ RIM = 105.26 w w v w 1 w w 1w I a -O P OHP Q .. FOUND EXIS ING TACK D \ OHP /. ..... .. WASHER O SET 3 Fl�E T \ ........ ...�..... �..... d I OF CALC'D RNER g C� 7 i ..�...................... ........................ �) \ VAULT .. . . ............. I I a. =O POSITION D_ / N \ \.. I :.. .. I T O A L -.' d O co I ..........'.I.'.'. ...................•.........................'.........' \... d �: ::::� .. o RESUB w w ::: ::::..:.:.:.:::..:�.:. .............. l : a o Aug 17 2021 >Z o ... .. �.................... .. \... 4 O CITY OF EDMONDS 0 a ...... ..................... . DEVELOPMENT SERVICES \ \ d 3O' R/W Z DEPARTMENT PROJ. MANAGER: KR ASPHALT 1 DESIGNED BY: CS o DRAWN BY: KR, JA M I S0L"1 CHECKED BY: BI N 1\ Ll SCALE: AS SHOWN I REV. SHEET APPROVAL FOR CONSTRUCTION 5 3 g CITY OF EDMONDS 8/13/2021 OF 17 71 o DATE: SHEET NUMBER 1 16.4' a 8/18/2021 I .� C04 BY: I �xiE Building 30' 0 CITY ENGINEERING DIVISION r- A n A F= A F A r; AIIA I A I A w I N- - - - - - I -- W d tKney 4 .2' PEAK HEIGHT ELEV. = 133.57 FT. Buildir g #540 I I I 1 HONSE I I I I I I I I I I - I I I I I I I I CBOType 1 Alley GE 105.28 IE N I BTM 103.08 n I I f- I C I t- u I v F w 2 U Z 0 0 N N X 0 0 0 0 Lu w J m J J LL Il Fn Z O z�-: EEw Lu (n Y W UEL- w U wCL H v N_ Q � Z No N of�2 Lu 0 a� mo U J Lu U cp o U) N I-p Z w J U m > d � U L?z u m0� �wW Z�> Lu w2o F (n U i Q H ■ g■ 3■ s■ I■ 3■ 1■ r4o 10 5 0 10 20 SCALE IN FEET KEY NOTES KEY DESCRIPTION DETAIL/ SHEET NEW STREET TREE WITHIN TREE PIT W/ GRATE PER LANDSCAPE 1 O PLANS. 30' SPACING, 3" CALIPER, 7 O/CO8 FT BRANCHING HEIGHT. (TYP) REMOVE AND REPLACE EX CURB GUTTER AS NECESSARY FOR OAND 2 UTILITY TRENCHING AND MATCH B/C06 EX CURB HEIGHT (TYP) O RELOCATE PP BEHIND SIDEWALK - O MATCH EX GRADE - 7' CONCRETE SIDEWALK ONEW (TYP) H/C07 GUY WIRE PLACEMENT TO BE O COORDINATED W/ SNOHOMISH - COUNTY PUD (BY OTHERS) NEW 12'-WIDE DRIVEWAY O APPROACH TYPE I TO REPLACE J/C07 EX DRIVEWAY APPROACH EX ADA CURB RAMPS TO BE REMOVED AND REPLACED. O LOWER LANDING OF RAMP TO CR/CO2 REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION ORELOCATE PP 5' NORTH OF ALLEY AND BEHIND SIDEWALK - 10 TRUNCATED DOMES TO BE PROTECTED & MAINTAINED - 11 NOT USED - POLES MOVED TO SATISFY THE 12 REQUIREMENT OF CITY OF - EDMONDS FOR SETBACKS NEW 15'-WIDE ALLEY APPROACH 13 TYPE 1 TO REPLACE EX ALLEY J/C07 APPROACH FRONTAGE NOTES: 1. STREET TREE SPECIES TO BE DETERMINED BY THE CITY OF EDMONDS PRIOR TO PLANTING. 2. STAIRS AND RAILINGS SHALL NOT BE LOCATED WITHIN THE CITY RIGHT-OF-WAY. 3. A FINAL RESTORATION INSPECTION IS REQUIRED, PRIOR TO PAVING, TO DETERMINE THE LIMITS OF RESTORATION. LEGEND: CONCRETE ASPHALT ASPHALT GRIND & OVERLAY NON INFILTRATING BIORETENTION PLANTER r r r (SEE DETAIL BP/C07) LANDSCAPE O O 10, 5 1" MIN HMA SAWCUT AND GRIND & OVERLAY MATCH EG EX ALLEY SLOPE 2 - 4% f- g 6" CSBC PER WSDOT STD SPEC 9-03.9(3), OR MATCH EXISTING IF GREATER CROSS SECTION - ALLEY A -A 1 - 5' C�J 0A PZ ANY PAINTED SURFACES (STOP BAR, CROSSWALK, CURBING, 14 ETC.) SHALL BE REPAINTED PER - CITY STANDARDS. AS REQUIRED, PRIOR TO PROJECT COMPLETION 15 NEW POST REQUIRED FOR STOP Q/C08 & STREET NAME SIGN I Y Z Q w W 60" SDMH i 0 H H Uw 2 Q LU GE99.96 I I LU W W W QQ_j_ (D� �U~ IE W 91.91 15" CP wwm? t 1 000 �oe Q0LU IE S 92.16 24" CP I z W_ W_ W_ OZUz IE SW 95.91 10" Cl I O > > > Z Jp 0 J Z BTM 90.30 > &5 Q m LLJ I- fn W W LU Of Of Of O a _j 0 d H H H w� Z Z U -G G ° U U U L�LULUDF G G G G G CONCRETE SIDEWALK w H G G O G G G W W W 0-?(DJIY w - G G D- D- D- a U (D Q LU c) GAG o ('D 0 III:......... .. .. .......................:.... ..j l Qu� p Q o z ........ O O O LU..........w LU = Z CIuuI- APLE-'-'-':STR'E:ET:::::::I W W W UI-OD Q06mI-CO As a eeEl w w z0.............................m o-w w w w w w W W wW... . woQ 2IW CD v ....w�w w w w w � .... cn NNN W w W o 0 0 04 ....... � 00 CY) J / o o - pr PCC _PCC PCC PCC PCC PCC SA / Cfl 00 0 ACC ... --. ... o o LJJ sc pCc MAN LE p I. .... J................... j S PSS PSS_- Pl PSS PSS PSS- W 14 RIM = 9 94 FT. s Z I ............... ..... ::� ....I STORM I � Uj....... cD . �I MAN - PSD PSD PSD PSD PSD PSD PSD PSD IPSD PSD PS P P ih N [ - -SD.. SD, . PSD PSD PSD I 1o0 / RIM = 99.93 FT. I I E FOb.ND. IS. ING.RF5AR,'. _ ....j 15"CP STORM I 0 / z N o ANP.CA ..T. ALC'D...... 3: ;�: �........'.... I MANHOLE I I p rn p o C RNE ITI.ON.......................O... RIM = 99.75 FT. �.. ... ..... .....j Cl Q�Q MM C m� LOLO 0) 0- I 5 co(6� oU oo . . .... .... . 15 I `� I.::: . ......... .::::::: 1 0 I I co - - - - - - - - - - ........ ............ ff) I ..... 10Cn 4 d °Q d 5 a 2 12 3 4 8 \ I a a d J 3 a. co CATCH BASIN a CATCH BASIN W .I, ,I, �, a RIM = 99.15 FT. � � y ,I, �, d RIM = 99.46 FT. I W W y SS SSS a I.E. = 98.34 FT. IVW W 6 ILI o BLOC WALL pp\, a y y � w � O �\ o 60" SSMH - d Rim 100.08 T------------ --- ULU a End not \ IE N 88.13 12" CID W d I DS ----- 1 I v / IEE88.2310"CID CALL 811 (,�ney L - - I - IL, I '1i �1 �cn / ° _ / Found - 9 68' d � I I � I 1 \ OR . d a l i 1 'I\ I i I v 1 r4 1 0 I, o \ IES88.2310"CP 2 BUSINESS DAYS 4 4 .2' I I I � 1 300 6TH AVE S I 4 O a PEAK HEI HT 6 1 �24 5' ` I I I I o / IE W 88.23 10" CP ELEV. = 133.57 I I a �. 4, QI-1--_--_-__-� -�-FF 99.25 J ^oo BEFORE YOU DIG FT. 1 d -- y / \ \ (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) i I I I ° \ 1 I / Buildi g#540 I�i I I '� I o COU a I . � � � �� siy '-1-------� �� W _ � na in I � d o 0 1 �d 4d S$ ins MAXIMUM DRIVEWAY SLOPE 1 a �-► e: a � O 549 21. ALLOWED 14% '4'a 1 s - - - = DS .I Q �Fss�GIST� - HOUSE 9.8' 1 rd-2- I - - - - � \\ � 0- O N II i 24.0' , i ,�I i 0 1 1 i `� I i' U I U BASE MAP/TOPOGRAPHY PROVIDED BY d I ZI 1 \`, ��' I I Q� y a m w? OTHERS. DCG CANNOT BE HELD LIABLE 1 I `, I I F\ ----- I / ^, 3 FOR ACCURACY. CONTRACTOR SHALL \� / \ W O FIELD VERIFY GRADES, UTILITIES, & ALL I I ` - - \ d \ q OTHER EX FEATURES & CONDITIONS. IF Lot 18 5 'J U a 1 _ ` _ _ _ _ _`, v 6 W d I j -f -� i302 6TH AVE S �� U CONDITIONS ARE NOT AS SHOWN &/OR p PLANS CANNOT BE CONSTRUCTED AS Zi i FF 99.25 I Uid \t [� I U SHOWN, CONTACT DCG CONSTRUCTION. PRIOR TO I I I I Ej / oil �� \ Id. // a I d I 1 I- 101- &SS \ J O I I _ - - - - - - -I v 41 2 a co 1 co W L._T I d _ (�.! O o d o N a l41 a I S= I 1� 5 CD 00 co 1 I 1 d U 0 d � 41 a Wood Fence-� i i U) y Z a Q J Conc d -. O W 0 I � a SS v I W G Z Z 6 . v, i F � i I o N U 1y � � � a - Q O O O W °I I 304 6TH AVE S \ Z � _ Wire Fence-► ya_ i FF 99.25 O `]- 1 a ---------> Q z Q W 'r U O 102, O a U O Cn _ I FOUND IRON PIPE N 1 M0 (D 63°18'44" E, 0.8 FT. d i 1 1 / _ Z Z O FROM CALC'D DS 1 T 1 1 \ o N CORNER POSITION �v 1 I DS -Tr O 103 1 y C0 OM O Uj Uj Lu \ a SD S SD-�---So - IF--- SD -y_ W Q Y Q O W U Z � .� .� .� .� 194 .� M - W Z �� CATCH BASIN a° d O O O - O P OHP Q O RIM = 105.26 a ° `. .. .. -FOUND EXIS ING TACK yr D \ OHP OHP �.LL .................. \ ..'..... ............. WASHER O FSET 3 F T CB Type1 �............................ ............. ': .,_ % ..�..... 1..... d (D 7 C. �..../ I.........=.'..... I... OF CALC'D RORNER N a. o POSITION a / \ O GE 105.28 VAULT / 1 ...........Y...... \ T . , O co IEN I A L ..................... ............ ..........�... R E S U B 10.0.;..:.:.:.'.'.'. \'.'.'.'.'. .'...�.. w w 0 BTM 103.08 1..0 1 a 13 0 ......... . . . . . I z O Aug 17 2021 .............. o ............ ....... ..C:) CITY OF EDMONDS ....... ................ d O DEVELOPMENT SERVICES 2" MIN H MA CL 1 /2" \ � � � � • � AC05 1 30' RNV Z DEPARTMENT PROD. MANAGER: KR ASPHALT (PG 58H-22), OR MATCH \ \ a I EXISTING IF GREATER \ _ _ \ 4 ° a 5 a DESIGNED BY: CS DRAWN BY: KR, JA s �O M I 01 U CHECKED BY: BI N 1 I SCALE: ASSHOWN a REV. SHEET APPROVAL FOR CONSTRUCTION 6 g ff: CITY OF EDMONDS 8/13/2021 3 OF 0 SHEET NUMBER 16.4' 17.71' a DATE: 8/18/2021 C05 Building 30' o CITY ENGINEERING DIVISION r� nA A Ar; N i i k A o r-1 r� C C f- LJ I 1 1/ 0 0 (V (V x 0 0 cl c� o❑ I-w Z -j wm aLL <z U< z6i 0U) LULU OLU z= EU) w J Y < �0 a � �o z z oW 0 oQ p- a Z< w o Qo <❑ w U)(D cl z� OLU � Y ❑ LU cD z EEw LLI U) Y I- (-) LU U w a a� Zo ON L� w � ❑ a� mo LU J <oo U cn o U N I- I- ❑ Z LU < J U > r U a z Imo m❑cf) �ww ❑LL> w20 F F- U i < a■ M■ 3■ HE 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL 0 I N NATIVE BACKFILL MATERIAL 8„ -I FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 0 CV 0 I i4 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 FILTER FABRIC SILT FENCE PER COE STANDARD PLAN ER-900 w z J z RESIDENCE Ld a (if o CLEANOUT D- N WITH 45' BEND AND 12' CAP 5 CLEANOUT (MAX) f(TYP) NOT TO EXCEED 100' BETWEEN CLEANOUTS CLEANOUT (WYE WITH CAP AND CLEANOUT COVER) AND z CONCRETE LEVELING COLLAR w 0_ 0 0 12" LOCKING COVER (if 3 SEE NOTE 3 12"t FINISHED GRADE w o END OF PIPER GRIPPER PLUG Q 0_ U (CHERNE 27061 OR APPROVED EQUAL) WATER TIGHT CAP��/ 4°►'��\��! ll� RISER LEVELING COLLAR 45' SEE NOTE 4 / 45' 12" PVC SLEEVE 3 / 6" RISER 4" OR 6" SIDE SEWER 6" WYE AND 6" CITY STUB GENERAL CLEANOUT DETAIL 45' BEND 4" OR 6" 12" LOCKING COVER SIDE SEWER CLEANOUT DETAIL 3 SEE NOTE 3 AT PROPERTY LINE/CITY EASEMENT Z Llj w LEVELING COLLAR NOTES: j o w o U) SEE NOTE 4 a v Lg ASPHALT SURFACE 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. " �12"f 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. ^X3. SEWER CLEANOUT COVER TO BE EAST JORDAN IRON WORKS 1 FOOT LONG 12" PVC PRODUCT #00366102 STAR PIPE COSP48L OR APPROVED Z SLEEVE 6" RISER END OF PIPE GRIPPER 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: PLUG (CHERNE 270261 OR APPROVED EQUAL) • IN ROADWAYS PER COE STD DWG GU-424 TYPICAL CLEANOUT • IN SIDEWALK/LANDSCAPED AREAS, EITHER 24"x24"x6" UNDER ASPHALT OR CONCRETE DEEP CONCRETE COLLAR OR 24" DIAMETER x 6" DEEP CONCRETE COLLAR SSS CLEANOUT E PER CITY OF EDMONDS STANDARD DETAIL SS-200 CO4 :j R=1/2"5-1/2"� I �R=1„ 1" BATTER R=1" 5 FT/FT 04 0.0� 4 4 4 2' MIN SAWCUT SEE NOTE 10 J MINUS CSTC 18" STANDARD 6"-5/8" SEE NOTE 11 MINUS CSTC STANDARD TYPE "A" CURB/GUTTER (NOT TO SCALE) NOTES: HMA 4" OR MATCH EXISTING, WHICHEVER IS GREATER SEE NOTE 12 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. 3. EXPANSION JOINTS SHALL BE PLACED ADJACENT TO ANY STRUCTURE. 4. EXPANSION JOINTS SHALL BE EVERY 10 FEET. 5. EXPANSION JOINTS SHALL HAVE 1/2" TO 5/8" WIDE PREMOLDED JOINT FILLER. 6. CONCRETE SHALL BE CLASS 3000. 7. FINISH SHALL BE LIGHT BROOM. 8. CURB SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS. 9. REMOVAL/REPLACEMENT OF CONCRETE CURB SHALL BE FROM EXPANSION TO EXPANSION JOINT, UNLESS OTHERWISE DIRECTED BY CITY ENGINEER. 10. A 2-FT MINIMUM ASPHALT SAWCUT MAY BE REQUIRED AS DETERMINED BY CITY ENGINEER. 11. CURB/GUTTER SHALL BE 18" OR AS DIRECTED BY CITY ENGINEER. 12. ALL VERTICAL EDGES SHALL BE TACKED. 0 A F2 A rl A n A F= CONCRETE CURB AND GUTTER B PER COE STANDARD PLAN TR-520 CQrj FPATP- CATCH BASIN INLET PROTECTION PER CITY OF EDMONDS STANDARD DETAIL ER-902 NOTES: 1. CATCHBASINS TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C 478 (AASHTO M 199) & ASTM C 890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT/APWA SPECIFICATIONS. 2. REINFORCING SHALL BE EQUIVALENT TO WELDED WIRE FABRIC HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A 497 (AASHTO M221). WIRE FABRIC SHALL NOT BE PLACED IN THE KNOCKOUTS. 3. THE BOTTOM OF THE PRECAST BASE SECTION MAY BE ROUNDED. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM. 5. KNOCKOUTS MAY BE ON ALL 4 SIDES WITH MAXIMUM DIAMETER OF 20". KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPED. PIPE TO BE INSTALLED IN FACTORY SUPPLIED KNOCKOUTS. 6. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAMETER PLUS CONCRETE INLET WALL THICKNESS. 7. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2" PER FT. 8. CONCRETE INLET FRAME AND GRATE SHALL BE IN ACCORDANCE WITH THE WSDOT/APWA SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621 D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT. 7N 9. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. SEE TEXT SECTION 5-06 WSDOT/APWA PLAN 1-A -LS A TH IN DE FULL WIDTH GRESS/EGRESS DETAIL NOTES: 1O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. O ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE 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 PUBLIC 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 STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. *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 PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPALLS* < 1/4 ACRE 30 < 1 ACRE 50 < 3 ACRE 100 > 3 ACRE 100 CONSTRUCTION ENTRANCE PER CITY OF EDMONDS STANDARD DETAILS ER-901 SEE APPLICABLE STANDARD DETAILS FRAME AND GRATE 5 1bc Sh 3p, J U Z Y W LU I-- z I-- z I-- z LU <p°dW W W W J< J 2 of~LU � 1 W W m 000 ~0L� WWWorOZ Z z JZ U OW J z W W z� 0 � - j WLU of H H H cl) Z Z co U w� UUU OLULuDw Wcl)F- W W W of D-U(D<W � p < c) U Z Z Z H W>> U 000 p�wpZ LU = p uT uT u5- W Z 006co�oo < p p z U LU m m m m w00< Q < 2 C:) � N N N < (.0 co c�M p o �( o o L1J 0 LU J Q z W L0 It N EO z - N U �� >o� < LqLo 0) 7 O Cfl U U O O NO d LL. ■K 2 BUSINESS DAYS 4 BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) OI W9 co _ enj i ins -13 0 5490A BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES, & ALL OTHER EX FEATURES & CONDITIONS. IF 5 CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. N O 00T VJ 2� * CORRUGATED POLYETHYLENE Q Sh STORM SEWER PIPE 5 - �2", 4", 6", OR 12" U) U) } W Q 6 NOTES: z W � 2 Z Q 0 00 RISER SECTION 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE W z:Q> z Q WITH WSDOT STANDARD SPECIFICATION 9-05.50(3). LU > W 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE J FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER U - 0 = Q FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY C)U) ~ ?2h TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT cM Q (D W 6 BE PLACED IN KNOCKOUTS. W N Z Z 0 Q 3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF = d 0 U) ALL JOINTS, RINGS, RISERS AND FRAMES. (, Q Y UJI 4. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX 00 W / U Z DIAMETER OF 20". KNOCKOUTS MAY BE EITHER ROUND OR (y "D" SHAPE. W e a 5. THE MAX DEPTH FROM THE FINISHED GRADE TO THE Q PIPE INVERT IS 5'-0". _ 6. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION C~0 7 AND RISER SECTION SHALL NOT EXCEED 1/2"/FT. N 7. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE O WITH STANDARD SPECIFICATIONS. MATING SURFACES SHALL M BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY U COVER POSITION. W LU z 0 (MEASUREMENT AT THE TOP OF THE BASE) 8. VERTICAL EDGE OF RISER SHALL NOT BE MORE THAN 2" 3: 0� PRECAST BASE SECTION FROM VERTICAL EDGE OF CATCH BASIN WALL. 0 a_ PIPE ALLOWANCES PIPE MATERIAL MAXIMUM INSIDE DIAMETER REINFORCED OR 12" PLAIN CONCRETE ALL METAL PIPE 15" CPSSP* 12" (WSDOT STD SPEC 9-05.20) SOLID WALL PVC 15" (WSDOT STD SPEC 9-05.12.0 )) PROFILE WALL PVC 15" (WSDOT STD SPEC 9-05.12(2)) CATCHBASIN TYPE I � G PER CITY OF EDMONDS STANDARD DETAIL SD-303 CO3 RESUB Aug 17 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 1--I A I A I PROJ. MANAGER: KR DESIGNED BY: CS DRAWN BY: KR, JA CHECKED BY: BI SCALE: AS SHOWN REV. SHEET APPROVAL FOR CONSTRUCTION 8�13/2021 3 of 8 CITY OF EDMONDS DATE: 8/18/2021 SHEET NUMBER BY: C06 CITY ENGINEERING DIVISION K A o f- r� C C f- u I i v 0 0 cli N x O 0 V ❑ ❑ ❑ U)w -w Z -i W m J J ryLL Q d az U)Q z 6i ON 2 C/) ❑�-- ww ow z= EU) W J Y Q �0 a ry z 0 z a� �w o� cD � ❑ry z< z w o Q O a❑ w co ❑ z Ory 2i Y w U (� n z H �w LLI U) U L~LI w a= U w D_ Ir Z o O N co rr w ❑ a� mo U J w >Qoo U cn o U) N Z❑ J_ U > m U �z wm0 m❑cn 7iww ❑ILL > LU �2o ❑ U) F U _3 Q am 91111111111111 io EXPANSION DUMMY JOINT JOINT a a d d 4 a 4 a a d d p - d. d a a a Q d d d < a a 9 d d 10' O.C. 5' O.C. PLAN VIEW (NOT TO SCALE) 5' MIN 1' FULL DEPTH 1/2" EXPANSION CURB/GUTTER JOINT MATERIAL SEE COESTD DTL TR-R-521 _ 2% MAX a /2" R a a. 4 1�2" R 4 d d 4 - Q - - d � 3 < sm o a a a 2" MIN 5/8" MINUS CSTC ON NATIVE BEARING SOIL " SEE NOTE 9 SECTION VIEW NOTES: (NOT TO SCALE) 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2. CONCRETE SHALL BE CLASS 3000. 3. FINISH SHALL BE LIGHT BROOM. 4. SIDEWALK THICKNESS SHALL BE 4". 5. SIDEWALK THICKNESS AT DRIVEWAYS SHALL BE 6" THICK. 6. CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK. 7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY ENGINEER. 8. SEE COE STD DTL TR-550 FOR POSSIBLE ROOT BARRIER INSTALLATION. 9. SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. 10. ALL EDGES WITH EXPANSION JOINTS SHALL HAVE J" RADIUS CONCRETE SIDEWALK PER CITY OF EDMONDS STANDARD DETAIL TR-531 C05 MH RING AND COVER PER COE STD DTL GU-420 2 HANDHOLDS 10" MIN Q PER COE STD DTL GU-423 24" MAX 24" 00 2"-12" CONCRETE RISERS (14 USING NON -SHRINK GROUT, e PROVIDE SMOOTH FINISH 6" MAX A. INSIDE AND OUT d NOTES: \4.4 1.SADDLE MANHOLE MAY ONLY BE USED WHEN PLACING A NEW MANHOLE OVER AN EXISTING MAIN. SIZE, LOCATION, AND ANGLE MUST BE AS REQUIRED BY N PLANS. 2. OPENINGS IN PRECAST UNITS ARE TO F. W BE 4" MINIMUM TO 8" MAXIMUM LARGER = THAN THE OUTSIDE DIAMETER OF THE x EXISTING AND PROPOSED PIPES. MPS 3. CONSTRUCT BENCH AND INVERT TO ALLOW SMOOTH TRANSITION OF FLOW. ?'1 48 w REMOVE z u PIPE � a INSIDE CB GROUT r WALL a V a.' 4 PIPE a �. INSIDE DIA 1'-4" MAX r 2' MIN REINFORCING STEEL (FOR + MORTAR PRECAST BASE WITH INTEGRAL a ° FILLET RISER) 0.15 SQ IN/FT IN a EACH DIRECTION FOR 48" ' <.a' 48" DIA - 6" 6" I� SEPARATE CAST IN PLACE BASE OR SEPARATE PRECAST BASE REINFORCING STEEL (FOR SEPARATE BASE ONLY) 0.23 SQ IN/FT IN EACH DIRECTION FOR 48" DIA BIORBTBNTION PLANTER (W/UNDBRDRAIN) SYMBOL BP 11 OVERFLOW PIPE 4" 6" MIN FREEBOARD. DIA. MIN DOWNSPOUT W/ CONC SPLASH - BLOCK PONDING DEPTH - (1.5'x1'x1") SEE PLAN (2' MIN / FLOW 12" MAX) 2" TO 3" MULCH LAYER -: - -------- ALTER ATE INLET ' ' ' IF PIPED BELOW GRADE TO BP 18' MIN BIORETENTION SOIL •••••••• ....... OVERFLOW CLEANOUT PIPE TO . ......... ....... ... APPROVED NOTE: NO FILTER FABRIC " ' " ' " ' BETWEEN LAYERS. 6" MIN POINT - 4' TYPE 26 AGGREGATE DIA MIN RESERVOIR 4" MIN SLO1 TED UNDERDRAIN FLOW- 2-45' BENDS �� 6" MINWYE 1. AGGREGATE RESERVOIR SHALL BE TYPE 26 MINERAL AGGREGATE (WASHED SANDY GRAVEL / FILTER MATERIAL). 2. PLANTER SHALL BE A MINIMUM INSIDE WIDTH OF 2 FEET. 3. SLOTTED DRAIN PIPE SHALL RUN THE LENGTH OF THE PLANTER. 4. SEE LANDSCAPE PLANS FOR PLANTINGS BIORETENTION PLANTER W/ UNDERDRAIN BP g PER CITY OF SEATTLE STANDARD DETAIL BP CO3 v 48" SADDLE CB FOR 24" AND SMALLER PIPE PER CITY OF EDMONDS STANDARD PLAN SD-305 UNDISTURBED PLANTS UNDISTURBED TURF (LAWN) (SEE NOTE 1) AREAS (SEE NOTE 1) UNDISTURBED UNDISTURBED NATIVE VEGETATION 0" TURF/LAWN/LANDSCAPE UNDISTURBED NATIVE SOIL UNDISTURBED NATIVE SOIL OPTION 1 - NO DISTURBANCE PLANTING BEDS TU��R��F (LAWN) AREAS 2" ORGANIC MULCH I Z' 4F� GRASS: SEED OR SOD // o„ 1-11�=1 I=I I I=I 11 I1 I1I III -III -III J)- -I I I -I I I -I I I=JI I J J1 I I I=1 I Ea I I=� -- III -III -III -III f� f I 11=III=III-fI 3" of COMPOST 1.75" OF COMPOST INCORPORATED I=1� III-III-1_11--J� � III=III=III=J.J1 - _ INCORPORATED INTO 5" OF II=�-III-III f� f f1 I -III=III f II f f1 INTO 6.25" OF SITE SOIL (TOTAL 1E I I I -III -I I I-I� J) J)� I II=I II=I II=J� SITE SOIL (TOTAL AMENDED III -III -III -III f61 ff1 11=III-I �E LII- III AMENDED DEPTH OF 9.5", FOR A DEPTH OF 9.5", FORA I-III=III=III= 1f=f f1 I III=III=III- =1 SETTLED DEPTH OF 8") III-III-I�-I� , II II-III-III=1� zoo SETTLED DEPTH of 8") I-III-III-III-III�I II III=III=111I II II-JI 1=1 11=1 11=1 11-I 11= 11=1 I I 1 1- 1 E 1=1 I I -III -I =1 I I Ilillll IIII III,IIII IIII, IIII„ 8" IIIIII III 111=111 ,111=III III I I I SUBSOIL SCARIFIED 4" BELOW �' =I_ SUBSOIL SCARIFIED 4" BELOW I.,.LAYER COMPOST AMENDED LAYER I� _ �,�� _� I COMPOST SOIL SURFACE) URFACE) (12" BELOW SOIL SURFACE) _ ;1' 12" OPTION 2 - AMEND IN PLACE OR STOCKPILE AND AMEND GENERAL NOTES: PLANTING BEDS TURF (LAWN) AREAS 1. AREAS OF NO DISTURBANCE - SHALL BE FENCED AND EXISTING 2" ORGANIC ///� j�i " GRASS: SEED VEGETATION AND SOIL SHALL BE MULCH �r,/�/,/�/,�� 0" OR SOD PROTECTED FROM CONSTRUCTION 10111=I I I-111 E I I I=111=111 1=111 I I I=1 t 1� 111=t 11=11 t IMPACTS. ll=111=-111=111=111=1 111=111=111=111=111=III=111 11 I -III -III 5111E111E111E111E111-11 11W-1 III -III -III -I III-III=III=III=III=III=III 2. To MEASURE SETTLED DEPTH, 6" IMPORTED = III=III=III=III 1=III=III=III-III-III-III 6" IMPORTED WATER SOIL SUFFICIENTLY TO TOPSOIL MIX )=_ III=III-III- 11-III-III-III-III-III-I TOPSOIL MIX FULLY SATURATE WITHOUT (COMPACTED J11==1I1 EIII=III-III 1-III=1� III=III=III=III COMPACTED 1J1_I 1=1 11=1 I -1 1=1 111=1 11=1 11=1 11=1 11=1 11-111 ( CAUSING EROSION. DEPTH) JW=1 I -I I I-1 11-1 11=1 I I I=1 11=1 I I -I 11=1 I I -I I I -I I I DEPTH) III-I_II-III-III_ III- III-1 6" III=III-ICI-III-III=III-III 3. COMPOST SHALL MEET SPEC. -1 ! 1- -I III: _�-,- I- `I� i1 REQUIREMENTS IN THE 2017 -1 I- -11 -11 II- -II EDMONDS STORMWATER SUBSOIL IS I= .I' 11 - -11 1= SUBSOIL IS SCARIFIED 6" - - - "I; 1= II ADDENDUM (CHECKLIST 7). BELOW '1=-1' SCARIFIED 6" IMPORTED M PORTED LOW 4. COMPACTION OF TOPSOIL (WHERE TOPSOIL MIX 12" TOPSOIL MIX REQUIRED) TO BE TO 85% (MAX) -I I- OF THE MAXIMUM DRY DENSITY OPTION 3 - IMPORT TOPSOIL PER MODIFIED PROCTOR TEST (ASTM D1557). FT/OiV 9 \quo n�o pR0 RwlAy y A4 qS /q gPpROVE� BR/VgTF Wq Y a T C/�, a _� EXPANSION \ EXPANSION JOINT �1 JOINT Q 0 SEE DRIVEWAY CURB 30.Mq TRANSITIONAL 41A, (2,CgR M/N DETAIL BELOW (COMM 0, /MU M DRIVEWAY APPRDACHeRc/q�)F)\_ CONCRETE CURB AND GUTTER, SEE / O \ COE STD DTL 6' (TYP) \ TR-520EXISTING PAVEMENT FULL DEPTH MAX 15' \ 1/2" EXPANSION 2' MIN JOINT I M,4x SAWC UT 2% MAX O 7 8.39, 6" CURB SLOPE 7 3 2 f SECTION A -A DRIVEWAY CURB TRANSITIONAL DETAIL FOR CURB AND GUTTER OR VERTICAL CURBS NOTES: OCURB AND GUTTER SHALL BE POURED SEPARATELY FROM THE SIDEWALK. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2O DRIVEWAY APRON INCLUDING WING RAMPS SHALL BE A MINIMUM OF 6" THICK AND SHALL BE PLACED ON 2" OF 5/8" CSTC COMPACTED TO 95% MAXIMUM DENSITY. 3O SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. O4 2' ASPHALT SAWCUT MAY BE REQUIRED WITH CURB/GUTTER INSTALLATION. REFER TO COE STD DTL TR-520. O CONCRETE SHALL BE CLASS 3000. O CURB TRANSITION SHOULD MAINTAIN A SLOPE NO GREATER THAN 8.3%. IF THE SLOPE REQUIREMENT CANNOT BE ACHIEVED, MAXIMUM CURB THE TRANSITION LENGTH SHALL BE 15-FEET. O MAINTAIN 1/2" LIP AT GUTTER. O IF DRIVEWAY WIDTH EXCEEDS 15', INSTALL A FULL DEPTH EXPANSION JOINT AT CENTER OF DRIVEWAY. O9 INSTALL MINIMUM 5-FT TRANSITION PANEL BETWEEN DRIVEWAYS AND WHEN CONNECTING TO EXISTING SIDEWALK. 10 FINISH SHALL BE LIGHT BROOM. POST CONSTRUCTION SOIL QUALITY AND DEPTH SA PER CITY OF EDMONDS STANDARD DETAIL SD-642 Cw DRIVEWAY APPROACH TYPE I PER CITY OF EDMONDS STANDARD DETAIL TR-541 0 rn_ 6" MIN w z 0 N W D- o_ 6" MIN SEE COE STD DTL GU-410 BEDDING MATERIAL (5/8" MINUS) CRUSHED PER COE MOD 9-03.16.A.2 OR SUITABLE EXCAVATED MATERIAL AS APPROVED BY CITY ENGINEER (SEE NOTE 2 BELOW) FOUNDATION (IF REQUIRED) SEE NOTE 4 U Z Y W LU2< H Z H Z H Z Q 0 06 W W W W LU JQ_J= ~ui 2 2 2 0� 1 2 2 2 w W� m O 00 Q O Uj 060 z~ Z W W LU �C�zWZ OW W W Z O J Z 0 - w � Q H H H z z Z U U UU w LL LLwW=)li O J LU � a-U (D W C) Q Uj U z z z F LLU > 000 z p J w p z w = o c� c� cq W z ~ J > > > 0odcoF Q o 0 o�wW Wzo m m m m wpo0Q 0 Q 2 o � N N N Q (.0 co M p � o CD o o L1J 0. LU J Q �� z W Lo N_ E z N U 00 CD a) CD c � Qco< riri c � 2 3:� � 0) o o p N N o a_ IL MK NOTES: 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE " 36" FOR PIPE UP TO AND INCLUDING 12" DIAMETER " O.D. PLUS 18" FOR PIPE LARGER THAN 12" NOMINAL DIAMETER CALL 811 2. REFER TO CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF WSDOT STANDARD SPECIFICATIONS FOR MATERIAL GRADATION AND ADDITIONAL INFORMATION. 2 BUSINESS DAYS 3. TRENCH BACKFILL SHALL MEET A MINIMUM COMPACTION OF 95% DENSITY PER ASTM D 1557. 4 BEFORE YOU DIG 4. IF UNSTABLE MATERIAL IS ENCOUNTERED BELOW PIPE ZONE, CONTRACTOR SHALL REMOVE AND REPLACE AS REQUIRED BY CITY ENGINEER. (UNDERGROUND UTILITY LOCATIONS AREAPPROX.) �PMIN J. OF WAS Died TYPICAL TRENCH SECTION G, Be i ns PER CITY OF EDMONDS STANDARD DETAIL GU-400 CO3 & C04 e: -o �1.08. 4-- 59:2 0� R gas 4 � Fcis�� G` SS/ONAL E� BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES, & ALL 5 OTHER EX FEATURES & CONDITIONS. IF CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. N O ToT VJ W p Np 2 Z � � 6 Z Q co O G W � Q U) (fl J 0 It O O cl ~ ~ ~ (n N Z z 0 = O 0 E (n U o Y � o W U Z M - W Q 7 CD M RESUB [Y U W LU Aug 17 2021 � CITY OF EDMONDS 0 0- DEVELOPMENT SERVICES PROJ. MANAGER: KR DEPARTMENT DESIGNED BY: CS DRAWN BY: KR, JA CHECKED BY: BI SCALE: AS SHOWN REV. SHEET APPROVAL FOR CONSTRUCTION 8 CITY OF EDMONDS 8/13/2021 3 9 8/18/2021 SHEET NUMBER DATE: r n 7 BY: CITY ENGINEERING DIVISION FL A rl AnA A F A(;A N A I A I A K A E3 f- r� C C r` L_1 I I 1/ 0 O N N x O O v c� �❑ op ui w I- W Z W m J J ry D a w d a Z U)a Z N 0_ 2 C/) ww Ow z= EU) W J Y a U0 a ry 00 z a� �w o� ry cD � ❑a ~a z w o Q0Z a❑ w c0 ❑ z O ry 2i Y ❑ U w_ (9 n z �w w 07 Y F- U w aw LLI I- Ir a� Z N 0 O in N rr w a� mo U J w Qm UU)o (� N J_ U > 0D U a ry z Ll m❑� 7iww ❑LL> LU 0 ❑ U) F U _3 a a■ MECHANICAL PLUG - EXTEND CLEANOUT 2" ABOVE DESIGN PONDING ELEVATION OR PER PLAN 4" STREAMBED COBBLES PER WSDOT 9-03.1 1(2) DESIGN PONDING ELEVATION oC 2 3■ Elm I N m �M SOIL TIGHT 45' BEND WYE SOIL TIGHT COUPLER UNDERDRAIN PIPE, PER PLANS � TRAFFIC RATED, IRCULAR LOCKING AST VALVE BOX PER ANUFACTURER ECOMMENDATIONS, EE NOTES 1 AND 2 cf ✓1ECHANICAL PLUG ADD VALVE BOX EXTENSION OR SOIL PIPE AS NECESSARY TO ACCOMMODATE O.D. OF RISER PIPE CLEANOUT COVER IN PAVED AREA LAWN/ NDS PRO SERIES VALVE LANDSCAPE BOX WITH LOCKING 6" (MIN) COVER, OR EQUAL. SEE r -1 NOTES 1 AND 2. 4" (MIN) 64E PLUG OR CONTINUED UNDERDRAIN CRUSHED SURFACING CONNECTION TOP COURSE (CSTC) MECHANICAL PLUG CLEANOUT PER WSDOT 9-03.9(3) (SHOWN WITHIN BIORETENTION FACILITY) CLEANOUT COVER IN LANDSCAPE AREA GENERAL NOTES: 1. CLEANOUT PIPE SHALL BE SAME SIZE AND MATERIAL AS UNDERDRAIN PIPE. 2. CLEANOUT SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES. 3. ALL FITTINGS SHALL BE SOIL TIGHT. 4. CLEANOUT RISER TOP SHALL BE LOCATED OUTSIDE OF PONDING AREAS WHERE POSSIBLE. NOTES: 1. CLEANOUT COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKED "DRAIN CLEANOUT," "CLEANOUT," "CO," OR SIMILAR. 2. TRAFFIC RATED LID REQUIRED IN AREAS WITH VEHICULAR LOADING. STORM DRAINAGE CLEANOUT PER CITY OF EDMONDS STANDARD DETAIL SD-619 M ZW J > W z O? ��7_ a(� waw oQ 0N� in CL Qom NOTES: PROPERTY LINE O R.O.W. FINISHED GRADE METER SUPPLIED — —� BY CITYO i i NOTES: — — — — I 1. TREE GRATE SHALL BE URBAN BALL VALVE — — — — — I ACCESSORIES MODEL KIVA 3'x3' OR EQUIVALENT. TREE GRATE FRAME SHALL BE URBAN ACCESSORIES MODEL TYPE "S" OR EQUIVALENT. 2. SLOTS IN GRATE SHALL BE NO GREATER THAN 1/2" IN ONE DIRECTION. 3. HOLES (SQUARE OR ROUND), SHALL — — Li NO GREATER THAN 1/2" IN `/�KJ DIAMETER. DIRECTION _ 4. WITH ELONGATED OPENINGS, LONG OF FLOW — DIMENSIONS SHOULD BE A J I PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL. MATERIAL LIST: OA ALL 1 " SERVICES TO BE TYPE "K" SOFT COPPER TUBING OB 1 " BALL CORP. STOP WITH CC THREAD INLET AND COPPER (CTS) GRIP OUTLET (FORD OR MUELLER) OC DUAL PURPOSE UNION OD MIPT X CTS GRIP BALL VALVE CURB STOP EQUAL TO FORD B84-444Q FOR 1" OWHEN REPLACING EXISTING SERVICES: 1 " METER SETTER WITH ANGLE BALL METER VALVE 15" HIGH WITH DUAL PURPOSE UNIONS ON INLET AND OUTLET, HORIZONTAL IN HORIZONTAL, OUTLET EQUAL TO FORD VB74-15W-11-44 WHEN PLACING NEW SERVICES: USE SAME AS ABOVE AND ADD A SINGLE CHECK, EQUAL TO FORD VBH74-15W-11-4� OF 1" CC TAP SERVICE SADDLE EQUAL TO ROMAC 101S OG IN UNPAVED AREAS: CARSON 1324 MSBCF WITH DUCTILE IRON COVER AND CAST IRON READER DOOR; IN PAVED AREAS: ARMOR CAST A6001946PCX12 BOX W/ A600196969 RCI LID OH FOR VACANT LOT (FUTURE USE) LOCATION MARKED WITH PAINTED 2" X 4" STAKE WITH "WATER" STENCILED ON IT OI 14 GA. VINYL COATED WIRE TRACER (TAPED TO PLASTIC PIPE EVERY 10') TO BE GROUNDED AT METER AND HOUSE OJ SCHEDULE 40 3/4" OR 1 " PLUG, REMOVE WHEN CONNECTION IS MADE TO CUSTOMER LINE WITH COMPRESSION FITTING KO WATER SERVICE TO HOUSE, INSTALLED BY OWNER/CONTRACTOR (PER PLUMBING CODE) LO 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 OM 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 UNLESS TRAFFIC RATED BOX IS APPROVED BY CITY ENGINEER. (IF STUB FOR FUTURE DEVELOPMENT) SEWER STUB SHALL BE LOCATED 10' INSIDE PROPERTY LINE & STAKED. PLACE 2 x 4 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 J Q' W a LOCKING CLEANOUT COVER x PER COE STD DTL SS-200 CL f 6" LATERAL SEWER SLOPE - 2% MIN TO 50% MAX 3/4"-1 "WATER SERVICE INSTALLATION PER CITY OF EDMONDS STANDARD DETAIL WA-130 22.5' OR 45' BEND 6" TEST TEE 6" WYE/6" ROMAC SADDLE SEE NOTES 1 AND 2 fPOSSIBLE SEWER MAIN LOCATION 22.5' OR 45' BEND 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 SPRINGLINE. 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 45 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 GASKETED. 6. IF STUB FOR FUTURE DEVELOPMENT, USE RUBBER JOINT BISCUIT PLUG OR OTHER APPROVED WATERTIGHT PLUG. NEW LATERAL SEWER PER CITY OF EDMONDS STANDARD DETAIL SS-202 ,a A FL A rl A n 8 SIDEWALK ANCHOR SQUARE 2.5"x2.5" OD L 2 CUBIC FT CONCRETE SQUARE METAL POST DECIDUOUS TREE PLANTING TREE GUARD (OPTIONAL) 3" DEPTH PEA GRAVEL TO BOTTOM OF GRATE FINISH GRADE UNIT PAVING N J J a o ............ pp -a w L z o , Of Of LL z VARIES 6" MIN f3--5/8" t3'-1 /8" � i o000 000 o00 0 000 00o O O�000 II -H -H +I +I D000 00000�� 00�0 ��N��O��Oo O000 OO0000 �� 0� 00000D o000 ADA STANDARD TREE GRATE (SEE NOTES 1-4) FINISH GRADE CONCRETE PAVEMENT MIN 18" DEPTH x MIN 6" WIDE CONCRETE SUB -SLAB ROOT BARRIER BAND, OR 18" DEPTH APPROVED ROOT BARRIER MATERIAL AT SIDE OF PLANT PIT. %\� COMPACT SUBGRADE TO 95% (TYP) FINAL GRADE BACKFILL COMPACT SPECIFIED FREE DRAINING PLANTING SOIL PERFORATED PIPE IN PEA GRAVEL TRENCH, WRAP WITH FILTER FABRIC. CONNECT TO STORM SYSTEM. TREE GRATE ( O PER CITY OF EDMONDS STANDARD DETAIL TR-551 C05 NOTES: SIGN POST: O SIGN POST SHALL BE 2"x2" SQUARE STEEL POSTS, MINIMUM 14 GAUGE, WITH 7/16" DIE -PUNCHED KNOCKOUTS ON 1" CENTERS FULL LENGTH FOUR SIDES COMPLYING W/ ASTM SPEC A653 AND BE HOT DIPPED GALVANIZED. O2 ANCHOR SHALL BE 2.25"x2.25" OD SQUARE STEEL, MINIMUM 14 GAUGE WITH 7/16" DIE PUNCHED KNOCKOUTS ON 1" CENTER COMPLYING WITH ASTM SPEC. A653 AND BE HOT DIPPED GALVANIZED. ANCHOR SHALL HAVE MINIMUM OF 3 HOLES ABOVE GRADE. O3 ANCHOR SHALL HAVE TAPE INSTALLED ON BOTTOM AS WELL AS ALL SIDES TO KEEP INSIDE CLEAR OF ALL MATERIAL. O4 FOR IN -SIDEWALK INSTALLATIONS, CORE 4" DIA HOLE. ANCHOR LENGTH SHALL BE 12". O INSTALL TWO DRIVE RIVETS ZUMAR INDUSTRIES #TL3806 OR EQUIVALENT O INSTALL TWO CORNER BOLTS AND NUTS ZUMAR INDUSTRIES #TL070 OR EQUIVALENT SIGN INSTALLATION: SEE TRAFFIC STREET SIGN DETAIL TR-575 FOR GUIDANCE ON SIGN INSTALLATIONS. SIGNPOST INSTALLATION SIDEWALK AREA Q PER CITY OF EDMONDS STANDARD DETAIL TR-572 C05 F= A F A r; ANA I A I U Z Y W LU < U) Z U) Z U) Z Qp°6W W W W J Q J= Uj 2 2 2 w w� m OOO Ocn- W W W �tSU Z~ Z J(DZUz_ U) W W W Z O J Z O o w a Do LLJ H H H o ZZZ(¢j U U U w� wwLUJ� Of OJLUU� a-U U W p a U) U U) z z H W j U 000 p J w p z W = p Cn Cn (n W Z ~ J »> LU H =) LU UxsmFm a p p 2 p w w >- W Z p m m m m Ly w O 0 Q Q Q 2 o N N N Q (D o0 cM CD o L1J 0 LU J Q z W L0 N EE z N U 00 0 0 0 �oa� o� - Qc�Q Mri c �L0 0) (o c o o (D N N ■K 2 BUSINESS DAYS 4 BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) �PMIN i Y OF WS�� enj i J. ins .a te: 2� �0 R 549 1 3 FS,SONr - BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES, & ALL OTHER EX FEATURES & CONDITIONS. IF 5 CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. O N O c/-�o � V J Wp � Z � � p 6 Z Q co O C w I— Q U) Y Cfl J 0 It O O cl ~ ~ ~ U) N Z z 0 U o Y � O w U Z M a_W Q CO 7 N O RESUB U W LU Aug 17 2021 3 CITY OF EDMONDS O DEVELOPMENT SERVICES PROJ. MANAGER: KR DEPARTMENT DESIGNED BY: CS DRAWN BY: KR, JA CHECKED BY: BI SCALE: AS SHOWN REV. SHEET APPROVAL FOR CONSTRUCTION 0 8 CITY OF EDMONDS 8/13/2021 3 9 8/18/2021 SHEET NUMBER DATE: C08 BY: CITY ENGINEERING DIVISION K A o f- rN C C r— LJ I 1 1/ 0 0 cli N x O O V U ❑ ❑ cn w -w Z wm J J ry D a w D_ az U)a ❑ zw .. ON 2 C/) ❑ F ww Ow z= E U) W J Y a O0 a ry O O z Q H W o� ry cD � ❑a ~a z w o Q O a❑ w UO ❑ z O ry 2i Y w U cD D z �w ILL] U) Y F- U w ILL! ILL] U w o_ a� Z N O o CO N r. c2 LU mo U J w >Q0c) U cn o U) N F h J_ U > 0D U a ry z wm0 m❑cn �ww ��> 0 ❑ U) F U _3 a a■ 18"x24" CEMENT CONCRETE (+1/32", -0" TYP) CURB I9/16" ~ r1-1/2" PAVEMENT, DEPTH VARIES +— + \/ 4" f rT„ \\ \\ T 16"x22" I s ;::. I GUTTER__--_ y. \\ OPENING 3/4„ �__ PRECAST 17-3/4"x23-3/4" "' `;. CONCRETE +1 32 -0 TYP r RISERS 25" -`, CATCH BASIN WALL SECTION A -A SECTION B-B VERTICAL CURB OR CURB AND GUTTER 25" (� 2 7-7/8"B ~1 1-2-1/2" PLANTING STRIP OR SIDEWALK - r 3m s. 3 rA �m -1/2 _w W A fAL. Ld x=�Z ® _L. mc��Z o W CONCRETE Flu, Z L M GUTTER U m V) U co `� O U m \ — . _.z�Q SEE I NOTE 1 Uj f SEE Q� 0 LEVEL PAD 16 _ _ � A 'SEE NOTE 6- " 1 3 4" x 2-4x 1 / / / 8" : r•; •.h : :. - •;: is PLAN B � PLAN NOTES: 1. DRILL AND TAP FOR, AND PROVIDE, TWO LOCKING BOLTS 5/8"-11 NC STAINLESS TYPE 304 STEEL SOCKET HEAD (ALLEN HEAD) BOLTS, 2" LONG. 2. FRAME MATERIAL IS CAST IRON PER ASTM A48 CLASS 30 OR BETTER. 3. SET FRAME TO GRADE AND CONSTRUCT ROAD AND GUTTER TO BE FLUSH WITH FRAME. 4. MATCH CENTERLINE OF CATCH BASIN TO CURB LINE FOR TYPE 1 AND 1-L. 5. VANED GRATE SHALL BE INSTALLED ON CONTINUOUS ROAD SLOPES. HERRINGBONE GRATES SHALL BE INSTALLED IN ALL SAGS AND SUMPS. 6. CURB/CURB AND GUTTER AS REQUIRED BY THE CITY ENGINEER. `S/. 18' - CITY OF EDMONDS PUBLIC WORKS DEPARTMENT STANDARD FRAME INSTALLATION APPROVED BY: R. ENGLISH STANDARD FRAME INSTALLATION PER CITY OF EDMONDS STANDARD DETAIL SD-320 FLOW CONTROL STRUCTURE CONNECTION AND CONTROL " DEVICE (SEE DETAIL A) OUTLET PIPE ALLOWABLE OUTLET ' LOCATION 180° TO 315° RIM 99.05 LADDER IRON OVERFLOW ELEV 95.12 0 ••!' io SUPPORT (2 REO'D) SEE DETAIL B PVC CAP I 92.12 — — CONTROL DEVICE o SEE DETAIL A TYPE 9 MNRL AGG W/PORTLAND CEMENT z REVISION DATE JANUARY 2018 STANDARD DETAIL SD-320 PLAN FRAME & COVER TOP SLAB WITH 2'-0" ROUND OPENING TYPE II - 54" MH PER SD-300 (INCL. ACCESS LADDERS) PCP, RCP, OR CPEP DETENTION PIPE 28 LF 36" DIAMETER) T ELEVATION PROFILE VIEW OF DETENTION PIPE AND FLOW CONTROLSTRUCTURE NOT TO SCALE FLOW CONTROL �I 4.5" � - STRUCTURE PVC PIPE* NON -SHRINK GROUT V-0" MAX ` CONTROL DEVICE EL* ASSEMBLY TO BE COUPLING PVC PIPE REMOVABLE FROM (OPTIONAL) STUB* I INSIDE THE FCS PVC PIPE* SET SCREW TO PREVENT ROTATION JL INVERT* _ TEE* GASKET (TYP) I z Q SPOOL* PVC PIPE PVC ADAPTER* W/ a ° CROSS* o io DOUBLE GASKET I I AND ADHESIVE BONDED SAND FINISH ON EXTERIOR. MIN 7" LONG DRILLED ORIFICE IN PVC INSIDECAP CAULK SPACE BETWEEN PLUG PVC ADAPTER AND PIPE STUB CONNECTION & CONTROL DEVICE ORIFICE DIAMETER* DRILLED DETAIL A ORIFICE CONNECTION AND 0' LADDER OR HAND HOLDS DIA* - CONTROL DEVICE POLYPROPYLENE PVC INSIDE (SEE DETAIL A)A\x CAP PLUG* OUTLET PIPE / � - CINCH ANCHOR ALLOWABLE OUTLET LOCATION (180' to 315') WIRE ROPE CLIP � (SS) FINISHED GRADE CATCH BASIN TYPE II DEFORMED V-NOTCH WEIR AS NEEDED* C PER COE STD DTL 3/8" STEEL SD-300 , OVERFLOW ELEV* MIN ROD (SS OR a ALUMINUM) SUPPORT 2 REQ 'D ADDITIONAL ORIFICEa LENGTH TO FIT AS NEEDED INVERT* 1'-0" MIN °° PVC PIPE & 1'-6" MAX CROSS FLOW CONTROL �j STRUCTURE CONTROL DEVICE I SEE DETAIL A N DETENTION PIPE PIPE SUPPORT (LENGTH, DIAMETER, DETAIL B DIAMETER* 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 -OWNED CONTROL STRUCTURES SHALL NOT BE PLACED IN CITY RIGHT-OF-WAY. REVISION DATE FLOW CONTROL JANUARY 2018 CITY OF EDMONDS STRUCTURE PUBLIC WORKS (FCS) STANDARD DEPARTMENT DETAIL SD-301 APPROVED BY: R. ENGLISH WE FLOW CONTROL STRUCTURE PER CITY OF EDMONDS STANDARD DETAIL SD-301 UPSTREAM MH TYPE II - 54" MH RIM 99.00 36" IE ((W)) 92.26 PER SD-300 (INCL. ACCESS LADDERS) SLO TO DRAIN TYPE 9 MNRL AGG W/PORTLAND CEMENT ,a A FL A r, A n A F= A F RING AND COVER PER COE STD DTL GU-420 FOR CURB AND SPLASH LINE ONLY: FRAME AND GRATE PER COE STD DTL SD-320 SERIES 8" MIN- 18" MAX HANDHOLDS (2) TOP SLAB SEE COE STD DTL GU-423 a• f2x7 OR•. t1 6" MAX 12" (TYP)� f 48", 54", 60", 72" OR 96" r STEPS OR LADDER • ORIENT SO THAT THEY ARE NOT ABOVE PIPE SAND COLLAR OR POLYPROPYLENE _in KOR-N-SEAL AROUND a.SAFETY STEP-12" O.C. (TYP) (SEE NOTE 6) 2'-0" MIN 1"-PRECAST BASE AND MAX].INTEGRAL RISER G ° a. NOTES: 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-05.50(3). 2. HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3" MIN CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE 6" MIN CLEARANCE. 3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, PICK HOLES, RISERS AND FRAMES. ALL PRECAST CONCRETE SHALL BE CLASS 4000. 4. KNOCKOUT OR CUTOUT HOLE SIZE SHALL EQUAL PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. MAX HOLE SIZE SHALL BE 36" FOR 48" CATCH BASIN, 42" FOR 54" CB, 48" FOR 60" CB, 60" FOR 72" CB, 84" FOR 96" CB. MIN DISTANCE BETWEEN HOLES SHALL BE 8" FOR 48", 54", AND 60" CB; 12" FOR 72" AND 96" CB. 5. CATCH BASIN FRAMES AND GRATES OR COVERS SHALL BE IN ACCORDANCE WITH SEC 7.05 OF THE WSDOT STANDARD SPECIFICATIONS. 6. STEP AND LADDER MAY BE USED IN LIEU OF POLYPROPYLENE SAFETY STEPS. SEE COE STD DTL GU-423. REVISION DATE CATCH BASIN, TYPE II OCTOBER 2018 CITY OF EDMONDS 48", 54", 60", STANDARD PUBLIC WORKS 72"� & 96" DEPARTMENT DETAIL S D— 3 0 0 APPROVED BY: R. ENGLISH CATCH BASIN, TYPE II PER CITY OF EDMONDS STANDARD DETAIL SD-300 r; ANA I A I U Z Y W 0� Icy— < U) z U) z I_InLU z Qp°6W W W W J Q J= �� ~ui 222 1 2 2 2 w w� DO OOO T_QOLU W_ W_ LU �s0 z~ LLJ z J0ZUZ_ > > > z J z O o E0 a m w LLJH H H ZZU U U U w� wwLu=w OJLUU a- a- a_ a_U U W p a cn U Z Z Z H W j U 000 p J w p z w = o u� u� cq W I.- z T UxsDOF a 0 C) 2 p w w wzo m m m m wp0OQ Q Q 2 O � N N N Q <D o0 c�M co ao �CD0 w 0. LU J Q �� z W L0 N_ EO z N U 00 CD >(D �� cyi (-i c Lq Lo 0) 0o_0 O N N L CD L MK 2 BUSINESS DAYS 4 BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROX.) P nja in _ ..ns t9' O 54 4 RFciS SS�ONQ17' BASE MAP/TOPOGRAPHY PROVIDED BY OTHERS. DCG CANNOT BE HELD LIABLE FOR ACCURACY. CONTRACTOR SHALL FIELD VERIFY GRADES, UTILITIES, & ALL OTHER EX FEATURES & CONDITIONS. IF 5 CONDITIONS ARE NOT AS SHOWN &/OR PLANS CANNOT BE CONSTRUCTED AS SHOWN, CONTACT DCG PRIOR TO CONSTRUCTION. O N O TO/-�� V J Q W p 2 Z � � p 6 Z Q CO O G ED I_ Q � L Y Cfl J 0 It O O cli U) N z z 0 U o O w U Z M a_W Q CO 7 N O RESUB U W LU Aug 17 2021 � CITY OF EDMONDS O a_ DEVELOPMENT SERVICES PROJ. MANAGER: KR DEPARTMENT DESIGNED BY: CS DRAWN BY: KR, JA CHECKED BY: BI SCALE: AS SHOWN REV. SHEET APPROVAL FOR CONSTRUCTION 0 8 CITY OF EDMONDS 8/13/2021 3 9 SHEET NUMBER DATE: 8/18/2021 C09 BY: CITY ENGINEERING DIVISION K