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BLD2022-0694_Approved_Plans_12-28-2023_APPROVED_PLN_BLD_FIR_ENG_STM_RESUB4_BLD2022-0694+Civil_Plan+11.13.2023_9.54.58_AM+3895795n o r- r­% C C r- 1__I I 1 1/ I z 0 0 N N (Dx �CD N m p zo QW aW J J >m J J U' LL o�5 zZ OQ 0 W W N to WW >W a= rn w -M z a it rn WW aCO =W �_ �U) as _� Q M z =o O N � LLI Y � J Q 00 U W o (� > N z� W 0 J J W > U U }z wmo mom �ww z�> 2 O 0 1.- 1- U _ Q CONSTRUCTION SEQUENCE NOTES am 1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT ENGINEERINGPERMITS@EDMONDSWA.GOV. 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 0. 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) 01 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� a 3 o a Edmonds Marsh PINE PARK 614 5TH AVE S EDMONDS, WA 98020 s Beck Ln (, Beck Li > _3 7 N W, r c Walnut St Walnut St Walnut St M Walnut Street Coffee of rn Takeout ro Berkshire Hathaway < oa Nancy's Nails Q Q HomeServices_... yelso Ct Q Shelleberger Edmonds Park Edmonds Bowl Q Holly or Apartments- Q Ace -Hardware Creek p_ Delivery t Ohana Hyperbarics nn SemaConnect °p-g Howell Way Howell Way Charging Station D C Hamburger Harrys II Q V) PROJECT Takeout •Delivery. LOCATION Homeland Dr Edmonds City Park ` Relaxing space Barkada Edmonds QNorth Seattle Takeout • Delivery Natural Medicine witFi many amenities r 7 > Hemlock Way Q Hemlock Way Hemlock Way N r" Infinity Mortgage GroupQ Strategic Edge Partners w Erben Dr \ ■4 \ Seamont In \lv 104, VICINITY MAP NTS GENERAL NOTES: 1. ALL MATERIALS AND WORK SHOWN ON THESE 8. CONTRACTOR SHALL LOCATE AND PROTECT 4- PLANS SHALL CONFORM TO THE CITY OF ALL UTILITIES DURING CONSTRUCTION AND 20. CONTRACTOR SHALL OBTAIN AND PAY FOR 30. COORDINATE AND ARRANGE FOR ALL UTILITY EDMONDS STANDARD PLANS AND DETAILS, SHALL CONTACT THE UNDERGROUND ALL PERMITS REQUIRED FOR INSTALLATION OF CONNECTIONS, UTILITY RELOCATIONS AND/OR THE FOLLOWING SPECIFICATIONS AND CODES, UTILITIES. LOCATION SERVICE (1-800-424-5555) ALL SITE IMPROVEMENTS INDICATED ON SERVICE INTERRUPTIONS WITH THE AFFECTED AND ALL OTHER APPLICABLE LOCAL AT LEAST 48 HOURS PRIOR TO THESE DRAWINGS. OWNERS AND APPROPRIATE UTILITY MUNICIPAL, STATE, AND FEDERAL CODES, CONSTRUCTION. 21. A SEPARATE IRRIGATION PERMIT MUST BE COMPANIES. CONNECTIONS TO EXISTING RULES AND REGULATIONS: 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS OBTAINED FROM THE CITY PUBLIC WORKS UTILITIES SHALL BE MADE ONLY WITH - CURRENT INTERNATIONAL BUILDING AND DIMENSIONS AT THE PROJECT SITE DEPARTMENT. PRIOR TO FINAL ADVANCE WRITTEN APPROVAL OF THE 01 CODE(IBC) BEFORE STARTING WORK AND SHALL NOTIFY CONSTRUCTION ACCEPTANCE, PROVIDE TO AUTHORITIES GOVERNING SAID UTILITIES. - 2020 WSDOT/APWA STANDARD OWNER'S REPRESENTATIVE OF ANY THE CITY WATER QUALITY TECHNICIAN, A 31. ALL UTILITIES SHALL BE PLACED SPECIFICATIONS FOR ROAD, BRIDGE AND DISCREPANCIES. COPY OF THE BACKFLOW TEST REPORT. TEST UNDERGROUND. MUNICIPAL CONSTRUCTION 10. PIPE LENGTHS WHERE SHOWN ARE REPORTS CAN BE FAXED TO 425-744-6057 OR 32. EXISTING UTILITY LINES IN SERVICE WHICH - WASHINGTON STATE DEPARTMENT OF APPROXIMATE AND MAY CHANGE DUE TO EMAILED TO JEFF.KOBLYK@EDMONDSWA.GOV. ARE DAMAGED DUE TO CONSTRUCTION WORK ECOLOGY STORMWATER MANAGEMENT FIELD CONDITIONS. BACKFLOW TESTING SHALL BE COMPLETED BY SHALL BE REPAIRED AT CONTRACTOR'S MANUAL FOR THE PUGET SOUND BASIN 11. CONTRACTOR SHALL OBTAIN A COPY OF THE THE OWNER ANNUALLY THEREAFTER. EXPENSE AND INSPECTED AND ACCEPTED BY (2012/2014). GEOTECHNICAL REPORT (WHERE APPLICABLE) 22. AS A MINIMUM REQUIREMENT, ALL DISTURBED CITY OF EDMONDS AND OWNER'S 5 2. STANDARD PLAN AND TYPE NUMBERS AND SHALL THOROUGHLY FAMILIARIZE AREAS ON AND OFF SITE SHALL BE RETURNED REPRESENTATIVE PRIOR TO BACKFILLING. INDICATED ON THESE DRAWINGS REFER TO HIMSELF WITH THE CONTENTS THEREOF. ALL TO THE EQUIVALENT OF THEIR 33. NEW UTILITY LOCATIONS ARE GENERALLY CITY OF EDMONDS STANDARD DETAILS, SITE WORK SHALL BE PERFORMED IN STRICT PRECONSTRUCTION CONDITION IN SHOWN BY DIMENSION, WHERE NO UNLESS NOTED OTHERWISE. COMPLIANCE WITH THE RECOMMENDATIONS ACCORDANCE WITH APPROPRIATE DIMENSIONS ARE INDICATED, LOCATIONS MAY 3. A COPY OF THESE APPROVED PLANS MUST BE OF THIS REPORT. REQUIREMENTS AND STANDARDS. BE SCALED FROM DRAWINGS. FIELD ON THE JOBSITE WHENEVER CONSTRUCTION 12. STRUCTURAL FILL MATERIAL AND PLACEMENT 23. ALL DISTURBED SOIL AREAS SHALL BE ADJUSTMENTS SHALL BE APPROVED BY IS IN PROGRESS. SHALL CONFORM TO THE RECOMMENDATIONS COMPOST AMENDED AND SEEDED OR OWNER'S REPRESENTATIVE AND CITY. 01 4. DEVIATIONS FROM THESE PLANS MUST BE OF THE PROJECT GEOTECHNICAL REPORT. STABILIZED BY OTHER ACCEPTABLE METHODS 34. FIELD STAKE ALL UTILITY STUBS AT THE APPROVED BY THE ENGINEER OF RECORD AND 13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN FOR THE PREVENTION OF ON -SITE EROSION PROPERTY LINE. THE LOCAL GOVERNING AUTHORITY. GARDENS, INFILTRATION OR PERVIOUS AFTER THE COMPLETION OF CONSTRUCTION. 35. TRENCH BACKFILL OF UTILITIES LOCATED 5. CONTRACTOR SHALL RECORD ALL APPROVED PAVEMENT IS TO BE PLACED SHALL BE SEE EROSION CONTROL PLANS FOR SPECIFIC WITHIN THE CITY RIGHT-OF-WAY SHALL BE DEVIATIONS FROM THESE PLANS ON A SET OF DELINEATED AND PROTECTED AT ALL TIMES GRADING AND EROSION CONTROL COMPACTED TO 95%. COMPACTION TEST "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE FROM COMPACTIVE ACTIVITIES (I.E. HEAVY REQUIREMENTS. REPORTS SHALL BE PROVIDED TO THE CITY ALL AS -BUILT CONDITIONS ON ONE SET OF EQUIPMENT, STOCKPILING). 24. THE CONTRACTOR SHALL KEEP OFF -SITE PRIOR TO PAVING. REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO 14. MANHOLES, CATCH BASINS, UTILITIES AND STREETS CLEAN AT ALL TIMES BY SWEEPING. 36. WHERE NEW PIPE CLEARS AN EXISTING OR 5 THE OWNER PRIOR PROJECT COMPLETION PAVEMENT SHALL BEAR ON MEDIUM DENSE TO WASHING OF THESE STREETS WILL NOT BE NEW UTILITY BY 6" OR LESS, PLACE AND ACCEPTANCE. A SET OF AS -BUILT VERY DENSE NATIVE SOIL OR COMPACTED ALLOWED WITHOUT PRIOR APPROVAL. POLYETHYLENE PLASTIC FOAM (ETHAFOAM DRAWINGS SHALL BE SUBMITTED TO THE CITY STRUCTURAL FILL. IF SOIL IS DISTURBED, 25. THIS PROJECT IS NOT A BALANCED 220 OR APPROVED EQUAL) AS A CUSHION OF EDMONDS PRIOR TO FINAL APPROVAL OF SOFT, LOOSE, WET OR IF ORGANIC MATERIAL EARTHWORK PROJECT. BOTH EXPORT AND BETWEEN THE UTILITIES. THE BUILDING OCCUPANCY/FINAL PROJECT IS PRESENT AT SUBGRADE ELEVATION, IMPORT OF SOIL AND ROCK MATERIALS ARE 37. SEE MECHANICAL DRAWINGS (WHERE APPROVAL. REMOVE AND REPLACE WITH COMPACTED REQUIRED. APPLICABLE) FOR CONTINUATION OF SITE 6. ELEVATIONS SHOWN ARE IN FEET. SEE STRUCTURAL FILL PER GEOTECHNICAL 26. SLOPE OF FINISHED GRADE SHALL BE UTILITIES WITHIN THE BUILDING. 01 SURVEY FOR BENCHMARK INFORMATION. REPORT. CONSTANT BETWEEN FINISHED CONTOURS OR 38. SEE ELECTRICAL DRAWINGS (WHERE 7. THE LOCATIONS OF EXISTING UTILITIES AND 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS SPOT ELEVATIONS SHOWN. APPLICABLE) FOR EXTERIOR ELECTRICAL SITE FEATURES SHOWN HEREON HAVE BEEN FOR DIMENSIONS AND LOCATIONS OF 27. FINISHED GRADE SHALL SLOPE AWAY FROM WORK. FURNISHED BY OTHERS BY FIELD SURVEY OR BUILDINGS, LANDSCAPED AREAS AND OTHER BUILDING WALLS AT MINIMUM 5% SLOPE FOR A 39. SEE LANDSCAPE DRAWINGS (WHERE OBTAINED FROM AVAILABLE RECORDS AND PROPOSED OR EXISTING SITE FEATURES. MINIMUM DISTANCE OF 10 FEET. APPLICABLE) FOR SITE IRRIGATION SYSTEM. SHOULD THEREFORE BE CONSIDERED 16. SEE ARCHITECTURAL DRAWINGS FOR 28. CONTRACTOR SHALL BE RESPONSIBLE FOR 40. PIPE MATERIAL AND SIGNAGE SUBMITTALS APPROXIMATE ONLY AND NOT NECESSARILY PERIMETER FOUNDATION DRAINS. AND SHALL INSTALL AND MAINTAIN SHORING SHALL BE PROVIDED TO CITY ENGINEERING COMPLETE. IT IS THE SOLE RESPONSIBILITY OF FOUNDATION DRAINS SHALL BE INDEPENDENT AND BRACING AS NECESSARY TO PROTECT DIVISION FOR APPROVAL PRIOR TO THE CONTRACTOR TO INDEPENDENTLY VERIFY OF OTHER SITE DRAIN LINES AND SHALL BE WORKERS, EXISTING BUILDINGS, STREETS, INSTALLATION. THE ACCURACY OF ALL UTILITY LOCATIONS TIGHTLINED TO THE STORM DRAIN SYSTEM WALKWAYS, UTILITIES AND OTHER EXISTING SHOWN AND TO FURTHER DISCOVER AND WHERE INDICATED ON THE PLANS. AND PROPOSED IMPROVEMENTS AND PROTECT ANY OTHER UTILITIES NOT SHOWN 17. ALL REQUIRED STORMWATER FACILITIES MUST EXCAVATIONS AGAINST LOSS OF GROUND OR HEREON WHICH MAY BE AFFECTED BY THE BE CONSTRUCTED AND IN OPERATION PRIOR CAVING EMBANKMENTS. CONTRACTOR SHALL IMPLEMENTATION OF THIS PLAN. CONTRACTOR TO INSTALLATION OF ANY PAVEMENT UNLESS ALSO BE RESPONSIBLE FOR REMOVAL OF SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE OTHERWISE APPROVED BY THE ENGINEER. SHORING AND BRACING, AS REQUIRED. 11111 AND CONDITION OF EXISTING UTILITY LINES AT 18. ALL ROOF DRAINS, PERIMETER FOUNDATION 29. CONTRACTOR SHALL OBTAIN APPROVAL FROM CONNECTION OR CROSSING POINTS BEFORE DRAINS, CATCH BASINS AND OTHER EXTERNAL THE CITY AND FOLLOW CITY PROCEDURES TRENCHING FOR NEW UTILITIES. ENGINEER DRAINS SHALL BE CONNECTED TO THE STORM FOR ALL WATER SERVICE INTERRUPTIONS, ASSUMES NO RESPONSIBILITY FOR THE DRAINAGE SYSTEM, UNLESS NOTED HYDRANT SHUTOFFS, STREET CLOSURES OR COMPLETENESS OR ACCURACY OF THE OTHERWISE. OTHER ACCESS RESTRICTIONS. CONTRACTOR EXISTING UTILITIES AND SITE FEATURES 19. ALL FOOTING DRAINS SHALL BE ROUTED SHALL NOT RELOCATE OR ELIMINATE ANY 3 PRESENTED ON THESE DRAWINGS. ENGINEER THROUGH A SUMP PRIOR TO DISCHARGING HYDRANTS WITHOUT FIRST OBTAINING SHALL BE NOTIFIED IMMEDIATELY OF INTO THE RIGHT-OF-WAY CONVEYANCE WRITTEN APPROVAL FROM THE FIRE MARSHAL. CONFLICTS THAT ARISE. SYSTEM. THE FOOTING DRAINS WILL NOT CONNECT TO THE ON -SITE BMPS. CONTACTS: UTILITY PROVIDERS: APPLICANT: BK INVESTMENT GROUP, LLC 577 ROY ST, SUITE 125 SEATTLE, WA 98109 ATTN: JOHNATHAN KURTH 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, PLS ARCHITECT: COLLABORATIVE CO 10 DRAVUS ST SEATTLE, WA 98109 PHONE (206) 370-9908 ATTN: CRAIG PONTIUS SHEET INDEX SHEET DESCRIPTION C01 COVER CO2 TESC AND ROW DEMO PLAN CO3 GRADING PLAN C04 ON -SITE DRIVEWAY PROFILES AND SECTIONS C05 ALLEY PLAN AND PROFILE C06 DRAINAGE & PAVING PLAN C07 UTILITY PLAN C08 DETAILS C09 DETAILS C10 DETAILS C11 DETAILS C12 DETAILS C13 VEHICLE TRACKING S3.1 STRUCTURAL WALL DETAILS COMPLIES WITH APPLICABLE CITY STORM CODE 11 /27/2023 REFER TO SEPARATE STORMWATER PLAN PREPARED BY DAVIDO CONSULTING GROUP, INC. DATED NOVEMBER 2023. Approved DFM chrls Burt South County Fire Date: 12/13/2023 12-13-2023 RESUB 4 PLAN REVIEW NOTES: APPROVED WITH CONDITION. 1. NO PARKING FIRE LANE SIGNS REQUIRED ON BOTH SIDES OF ALLEY. DFM BURT 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: COMCAST 3105 ALDERWOOD MALL BLVD, SUITE Q LYNNWOOD, WA 98036 PHONE (800) 934-6489 TELECOMMUNICATIONS: � Z Y W Uj iiQuiJQCW "_D~_7 LL 1z zz WwD w 2 ww 2 2 0Lu ~ Q U c ors O Z wZ Z O N O O J(Z_ O in U* W U � U z O Z J z J O w U U U U O o m o Q d0a-0- ccnn WWZZU W m ZOf co m LL W LL 0 _j uj � J d 0 d a_ Q Q U U CO U Z Z W, w Z j z 0�00 owLu Lu o» U�}o1 W � O U W IY W IY U 06 m� m Q o oWW� Z m ? m 2 ? m W 3: � J 0 C Q U Q 2 Q N M Cl) M LU N O N O N O N O Q ti N CO N 0 O � M C Q W0. z <4A LU JQ ZIPLY FIBER 135 LAKE STREETS. SUITE 155 KI RKLAN D, WA 98033 866-699-4759 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 City Of Edmonds Building Department Work FILL GRADE/ CIVIL WORK ---------------------------- -------------------------------------------------- Address 614 5TH AVE S -------------------- ----------------- Owner PINE PARK -------------- ------------- Approved Date: 12-13-2023 --------------- ---- ------------ Building Official W. X Vff�EL Permit Number BLD2022-0694 REVISIONS DATE CHANGES REV1 REV2 REV3 REV4 REV5 APPROVED BY PLANNING Dec 15 2023 SPECIAL INSPECTIONS REQUIRED: - INFILTRATION TRENCH E_ w Z N Ov NO CD O 0) > > Q O> N N (5LO Lo CN M a) CNN 3 CD:t Mtnrn IN o WA /OO�L � Stir Oil - igita�lk��ig CO Beni in 0 549��8 81 NAL ECG\ X =P_ J Y J LO = 0 11 0 O�o0O w� (D::)Q -a 6 Z W W (n J W p O O Q O (_5 W W C) > W Z L m co RESUB Nov 13 2023 CITY OF EDMONDS EVELOPMENT SERVICE DEPARTMENT 7 IY U W w z 3: 0 10� - ROW PERMIT #ENG2023-0455 O a_ - REFER TO SEPARATE SIDE SEWER PERMITS AND WATER PROD. MANAGER: BI METERS FOR EACH BUILDING. DESIGNED BY: MS - REFER TO SEPARATE BUILDING PERMITS FOR EACH UNIT. DRAWN BY: GS - DEMO PERMITS- BLD2022-1612 & 1614 BUILDING PERMIT B L D2022-0694 CHECKED BY: MS SCALE: AS SHOWN REV. SHEET 1 8 11 /10/2023 4 OF 13 APPROVAL FOR CONSTRUCTION SHEET NUMBER CITY OF EDMONDS ENGINEERING DIVISION C01 DATE: APPROVED ASNOTED BY: -✓i7 /C Gim.- 12/12/2023 CITY ENGINEERING DIVISION v A o r- r­% C C n 1 1 I 1 1/ I z 0 0 N N x �CD oC� N m p z r) Qw D_ w J J 00 J UI LL o�5 zZ O 0 W w N (0 �5 wW >w D__ U) = rn W zM Z a it rn ww aw =w �_ �U) v as _ Q M z = o O o n1 � LLI Y J Q 00 U w o (� > N Z`an0 w_ J J W > U U a c7 w}z mo mom �ww Z�> 2 O 0 U H U _ Q am NIIIIIIIIIIII 3� Him KEY NOTES KEY DESCRIPTION DETAIL/ SHEET O PROTECT EX POWER VAULT (TYP) - OINSTALL TEMPORARY STORM DRAIN B/C08 INLET PROTECTION CONTRACTOR TO SWEEP STREETS O DAILY OR AT MORE FREQUENT - INTERVALS AS NEEDED OAPPROX LOCATION OF TEST PIT PER GEOTECHNICAL REPORT - EX FLOWER POLE TO BE REMOVED. ONCE POLE IS REMOVED, O CONTRACTOR SHALL CALL PARKS - DEPARTMENT FOR PICKUP. POLE WILL NOT BE REPLACED O6 LIMITS OF STRIPING REMOVAL. SEE SHEET C06 FOR NEW STRIPING (TYP) EX WATER SERVICE TO BE RETIRED (DAT THE MAIN AND METER TO BE SALVAGED TO CITY AT DEVELOPER'S - EXPENSE EX 1" WATER SERVICE TO BE CUT & OCAPPED NEAR PL FOR REUSE. MODIFY SERVICE TO INCLUDE HOSE SPIGOT & - AVB ON METER OUTLET EX BENCH TO BE REMOVED AND ORELOCATED. RETURN TO PARKS DEPARTMENT FOR HOLDING DURING - CONSTRUCTION CONSTRUCTION STORMWATER TO DISCHARGE TO NEW SD CONNECTION AFTER COMPLETION OF PRIVATE DRAINAGE SYSTEM IN PRIVATE ALLEY. SREFER S TO DEMOLITION PERMIT PLANS - (BLD2022-1612 & BLD2022-1614) FOR CONSTRUCTION STORMWATER DISCHARGE LOCATION PRIOR TO COMPLETION OF PRIVATE DRAINAGE SYSTEM IN PRIVATE ALLEY INSTALL TEMPORARY STORM DRAIN 0INLET 0 PROTECTION TO ALL STORM B/C08 DRAIN INLETS 50' DOWNSTREAM OF PROPERTY LINE 12 PHASE SEDIMENT TRAP AS -NEEDED E/C08 POST -DEMOLITION 13 INTERCEPTOR SWALE D/C08 14 SILT FENCE AND/OR STRAW WATTLES A & F/C08 UTILIZE ORANGE PROTECTION FENCING AS -NEEDED TO PROTECT SUBGRADE OF PROPOSED INFILTRATION FACILITIES FROM 15 COMPACTION DURING CONSTRUCTION WHEN POSSIBLE. IF COMPACTION OCCURS, SCARIFY SUBGRADE TO ITS ORIGINAL STATE AND OBTAIN GEOTECHNICAL APPROVAL PRIOR TO PLACING DRAIN ROCK (TYP) *INSTALL PERIMETER PROTECTION SUCH AS SILT FENCING, COMPOST SOCKS, OR STRAW WATTLES (PER F/C08) IN ACCORDANCE WITH VOL. II OF THE DOE (2014 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 5TH AVE S PROPERTY FRONTAGE SHALL REMAIN OPEN EXCEPT AS NEEDED TO PERFORM SPECIFIC ACTIVITIES SUCH AS SIDEWALK REPLACEMENT AND UTILITY CONNECTIONS. . IF • IF . . LEGEND: SOIL AMENDMENT NOTE: 1. ALL DISTURBED PERVIOUS SURFACE AREAS SHALL BE 1 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/C10). \ \ N 88052:48 ' W ASPH T / ET \�� 1 1 1 1 I ELECTRIC METER i BUILDING 01 I I I I 1 1 1 I I 1 1 1 TEL RISER i Ago N 0 5 0 10 20 SCALE IN FEET r77779STABILIZED CONSTRUCTION ENTRANCE, C/C09 x PERIMETER PROTECTION HVF HIGH VISIBILITY FENCING X REMOVE EXISTING TREE INTERCEPTOR SWALE / STOCKPILE LOCATION W W W SOIL AMENDMENT, SA/Cl 0 INFILTRATION TRENCH ............ I..* .... * .... *71 ASPHALT APPROX LOCATION OF SOIL / TEST PIT / PAVEMENT PAINT STRIPING REMOVAL � I ° / WOOD FENCE I I i I I i 1 -0 614 5TH AVE S 6" ET (TYPICAL) pl III 1 I I POWER 1 I I I I I I I I I VAULT I FFE = 84.05 FT T T -- " O- / 1 4 1 I I C11) CO \ P \ VEGEDTATION IIII III 2 P 2 1 II II I TA ENO. 27032600102900 1 In \ \I I DTJ \ 3 JI j I j I j I \\� UNKNOWN I �\ % x I I I ( I I I I I I I I CATCH BASIN ► CONNECTION I �/ j d l j l l j l i RIM = 82.22 FTV P10 CON W IE = 80. PO R4" CONC E IE = 80. MONW LL //VA TS'D -SD \ I I I I \ 2 D 130.00'� \ I I I I I I\ I - \ 1 I I 1 I I I PARCE4A ASPHALT PARKING \ / �, J/ I I I I I I I CURB / / /� VI / 4 / / \ , IIIIIII / III PGE 011, �11�11� // n I GV\ GETA/1 ION (IIII I I / I \, \ / IIIIIII- � K WALL I- 'ITI I� I I OSURE / I /� D I I (BENCH �\ \ J.P I\ I i I I I i I\\ / D TL>L\I POST -11 I X VA LT I \ \\\\\ \ - \ x 'CO 15 ETE (TYPICAL) \ \ I / ,�I \ T o I I I I'\ DT \ �\ / \ / /� II 6 T 12 P HAUL ROUTE PLAN \ I �` METER f N II 1 \ 11� /I XF . x II DIF771 Miniatures $ More W 4 x DING 614 5th Avenue South l•0' I \ Wti / CD I _ __\,TH � 8 II � Edmonds QNatural Medicine North Seattle AVE S \ \ I — — -City-Park N \ I \ x 1 -� 26 FT MAIN I� / Harvey Homes NWQ Hemlock Way FT �.59ALLEY III ErbenDr TurfcoServicesQ �� 6" SIDE x x 1 II Seemont Ln \ \ \ SEWER'-, I I willow Crei I RECORD III Imon 8 Watershed... \ \ W \ ( ) / 13 = Pin St l l Pine IT Pin I \ ; , \ Pine Street a7_ �' �77 r Rich Rano Loan Officer Playfield \ 2 ■ I `T \ I 2 ■ I I I 14 I I I = 11 0 NMLS 120146 Home Q .. Forsyth Ln o I I _� _x� h to ion, Inc aplevine Community \ A N I TA R Y O A N H O L Fir St � 1 11 IM 10 69.68 FT Shamrock Plaza Cond Fir PI N \ C HAN = 63.0 ,D �\ $ FT _\ r, I � PSS SS / / PS S Elm way I o \ 1 _ I--_�1' / l / / 1 I I 1 P S \ / r55 y n SD SD I / / / / 04 / ■ SD �SD �5p LSD —SD �,$D LSD �SD I 1 I I Iser Pemianente 1 Fo3 uthorized Agent I 2 • o% I _ 1 // / I 2 VAULL I 1 II h'ftCrete Y Q l / / _ I I C� ow g ,,,,�lcornb Pl # Povve', as Ingo I WIO O D— b ` I FENCE cn l I I I // � I / / WALLS qP I / °� BUILDING airc can I — le r r a- A7 D Cl- yip T Ir N � WV W in I L 2 N ROW DEMOLITION TO REVIEWED UND E ROW PERMIT IT NUMBER PEA NG) 7 I N \ 2 I \ N a ❑s cn �I STREET SIGN (TYPICAL) -POWER VAUL -POWER POLE W/LUMINAIR CATCH E RIM = E 8" PVC 6" PVC CROSSW SEWER -MANHOLE RIM : 84.23 FT. CATCH B RIM = 8, 8" PVC 1 U Z Y w <� o co � LU Q0°6 W it 4t It J Q J= LU ~ ui 1 Z Z Z w w D m w w w =IY0Lu� ~QUL7� C,rs (-Dz W Z O N O O LiO Z Z O v7 U it U U O z J z w U w U U U 00- gyp COp Q - ~O w w w w Z 0 m Z co m LL w OJwc/)�= J d 0 d Q U j U v? co U Z Z H W > Z 0�00 ow=oo > o» U1}off WOW U W U.6mI-m Q oC) o�ww m m J 0 p Q U Q 2 Q N M M M LU N 0 N o N 0 N 0 Q ti N M N co CN 0 � O Ln M 00 � 0 W0. J LU z aaa F w _ Z N Ov o0 > Q N CD> N N (0 Lr) Lo C M (1) (6 (.6 � co m CD CD CD.5 co N N rl- M in U) W LL I � o Digit sig Beni dii e: x 3.11. 0 U �f"► 4.5 0 54908" ��S`S7ONAL J Z JLO CV C) Q CN 0 W CATCH BASIf Q U LIJ rn 2 RIM =84.39 0'-'�rn ZQ LU 8"PVC WI� �U) 6 �� Z ^ W (n W U) W p � J O Q O LJ W C) Q W ZU) L0 W U — Lo ";I- Vj coW m RES U B Nov 13 2023 CITY OF EDMONDS EVELOPMENT SERVICE DEPARTMENT 7 SANITARY P I— RIM = 85.E TR CHAN( w `�" Z � O I 0 a_ / I PROJ. MANAGER: BI 1 DESIGNED BY: MS DRAWN BY: GS CHECKED BY: MS SCALE: AS SHOWN : REV. SHEET 8 11 /10/2023 4 OF 13 APPROVAL FOR CONSTRUCTION SHEET NUMBER CITY OF EDMONDS IZ ENGINEERING DIVISION APPROVED AS NOTED DATE: CO2 - ��pp BY: /�111_012/12/2023 CITY ENGINEERING DIVISION v A o C = f- u i i v 4 on O 0 N N >Ox > O ❑c� of zC) Qw aw J J > 00 J J U) LLLL ❑Fn zz oQ ❑ w w N cn�5 ww Qw __ IQ z (_v(D zry 0 Of t.❑ oit Z 0 it o w* y It Z D_ U)FL� ww aw =w LO� za Q _� Q,4 Z CO =o ON O =; � - Dw Y P_ J Q >!c- Uwo () > N Z U) n w C7 J J w > U sY U a O .. w}z mo m❑Fn 2wW � ILL > Lu w20 U Q Q 1 Ago I � 10 5 0 10 20 SCALE IN FEET KEY NOTES DETAIL/ KEY DESCRIPTION SHEET "FIRE LANE - NO PARKING" SIGNAGE TO BE INSTALLED ALONG EAST SIDE 1 O OF BUILDING C AS COORDINATED W/ FIRE MARSHAL (SEE ARCHITECTURAL PLANS FOR SIGN LOCATIONS AND DESIGN) LEGEND: ° ° a CONCRETE 2 [""""""', ....................:.:.:.. ASPHALT (FULL DEPTH) APPROXIMATE EXTENTS OF ............: 2" HMA GRIND & OVERLAY .'.'.'.'.'''''''' (PER CITY INSPECTOR 0. DISCRETION) ///././/./ INFILTRATION TRENCH LANDSCAPE mm, PEDESTRIAN PATH (SEE LSCAPE PLANS FOR DETAILS) 3 * BUILDING ENTRYWAY ABBREVIATIONS: BM =BENCHMARK BOTS = BOTTOM OF STAIR BOTW = BOTTOM OF WALL 4- CB = CATCH BASIN CL = CENTER LINE COMM = COMMUNICATIONS CONC = CONCRETE CW = CONCRETE WALK GR = GRADE EL = ELEVATION 0. EOP = EDGE OF PAVEMENT EX = EXISTING EG = EXISTING GRADE FF = FINISHED FLOOR FG = FINISHED GRADE FL = FLOWLINE IE = INVERT ELEVATION 5 LSCAPE = LANDSCAPING LT = LEFT M.I.C. = MONUMENT IN CASE NO. = NUMBER PC = POINT OF CURVE PT = POINT OF TANGENT RT = RIGHT 0. STA = STATION STD =STANDARD TOC = TOP OF CURB TOP = TOP OF PAVEMENT TOPS = TOP OF STAIR TOPW = TOP OF WALL TYP = TYPICAL 31 7■ • • • • • . ., PARKING / \ I STRIPE / cn FOUND MAG NAIL TYP CAL / \\ cn 8c WASHER ( ) I / \ (TYPICAL) I / I V \\ \� __ / � \ ' _ / \ - - _ N \ ASIN - - - - - CONCRETE BUILrREPLACE SIDEWALK TO NEAREST JOINT. � / � \ - � RIM � 2.98 FT i /�\�� 4" PVC/ W IE = 72.18 FT MATCH EG OF ADJOINING EX SIDEWALK / \ i ��\ I _� 610 5TH A VL / �C�EG 83.31 / I \\ �1LINK �j .� QDzV'C N IE = 72.18 FT EG 74.09 \ ENCE j I EG 73.23 // \\ EG 73.88 \ EG 83.76 / EG 82.91 \ \ \ EG 83.64 4 EG 83.03 \ / k - o - - / EG 73.31 / EG 74.98 /'�" / / \ \ N 88 FL 82.VV EG 77.94 'FG 83.70 ?,�•� vv i�' FL 83.00 ... \ EG 73.1 .. .'.'.':':':':':':':'... :':':':':':':':':' .'.'.'.'.'.'.'.'. .' .• �.'-.' ..... EG 83.67 a vi / i`- ......... ............ ......... ........,. 7.:..................... ° .. .............. / f .'.'.'.....'�.'.'.'.':':�'......'.'.....'.' .'.'......'.' .'.'.'......'.'...... ....'.'.'.'. a a\ FIG 74.00M.I �• `� `•```•```•`` TOC 83.5 1 EG 83.12 a- jj J..........�..❑............... `I f . ......... SEE SHEET C04 FOR o '....... ''r':. i ............. TOC 83.56 : :'-FL 83.06•.....:' 1 / 1.80 /o . •�................ .' 4.75% ..1.•............. ° -, -, ..... / FL 73.33 DRIVEWAY PROFILES - M. \ 1� 0 F 7 AND SECTIONS ..'.'.'.' {{ '.'.'. FG 83.86 . • ..... 6 ET G 3.66-I:'.'.'.'.'.'.'.'.'.'.'.'.':'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.''.'.'.'.'.'.'.'.':'1':'.'.'.'.'.'.'.'.'.'.'.'.' FG 83.00 - a ° o EG 83.84 ...:..'..:: 3.12/°.:.:.:.' .•o FG 82.50 ......N ..... •:i:'.'.'.'.'.'.•.•.•.•' ............ ♦ :-1 ....' '.. f ©X -I.'... - ..... .'FL 82.15•.'.'.'.'.'.'.'.'.:�:.:.'.'.'.'.'.'.'.'.'.'.'.'. TOC 83.72 ... 8 N EG 73.33 ,T.' crr.'.'.'.'.'.'.':•.•.•.•.•......•.•.•.•.•.•.•.•.•.•.•.• :..':. .'.•.' FL 83.22' - - .'.'.'.'.'.'.'.'.'.'.'.':L:.' .' _ ._ . .................'.'.'.' - 1...............'....':':':':':':':':':':':':' - - - - - - - ......... ...................... FG 84.00 ................ •• FG 74.00 ... .........................: m ...0 ..... - .: \ . . ......... ..... .......... ................ - - - - - - .. ...... T......'.'.'.'.'. T •.'. .�................'.'.'.'.'..0 I..........:.F...............'............. EG 84.04 .. 1�1......... I................I......................... BUILDING A ....' RIM 73.00 ......... .....':':':':':':':':':::.::.. I TOC 83.86 a . % \ 1�1�- - - - - - - -� :RIM 81.90........j.:............. FF 83.00 ° \ : FL 83.36,... - - FG 73.33-......... - a.78%..... ...............'r.........o ................ \ :.:...I..:::I /:.': \ M s 4.55%...'.�..... ... "' FG 84.14 \ ........... ...... ..... - - - - FIG 82.50 :':' ':':': EG 84.21cn - EG 73.37 s2..........%--m...m'..... .. Q P. �...... :' '::..:':':':':':'.':':':':':': .............. FG 83.00 FG 74.00 \ ........ ............... ............ mIllm ........0--i ........ ............... .'�':........'.............:: TOC 84.00 \ :I:':.1':: FL 83.50 ..........im, ... .::'-:'''•': 'T :'j'.' .., \ 1.... 111, .....I ..................... I ....................'.'.'.'.'.'. •.•.•.•.'.'.e•.•.•.'.'.. - - - -FG 84.26_ � %.':I.'.:•I'...• ..... \ ..................................''''.'''''''•••••'I I ..•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.•.'.'.'.'.'.'.....•T•.�--•.�.- . EG 84.34� / ° -•-'I•-,w-'•• �...M.......... EG 84.32 1�1/ __ FL 73.33 .. ...........':•:• ...:•: 11 :•:•:•:•:•:•:•:....':'•'z �- - - - - - - - --i .•.•.•.....:' :::::::::::::::: ... ::::::: :::::::.::::: ,t,. h•',' \ W •.'.•.•.•.'.•.•.- . 1 ............: 0 . {{ ............ f I ,.., .. EG 83.68 . \ r FIG 73.66 .......:'NO.M..................'':'.'.'.'.'.'.'.'.'.i.'............ TOC 84.12Q ° ... : FL 83.62 \ \ u\11 o :.#50.:.:: FG 82.50 ff : �••f:•.'.'4 EG 73.' `� �?'.'..... 2.83 ' '...5.0:........ 3:os°i° .f..... r :..'..' . ............'.•.'. � \ \ ..... ...............•.'.'.•.•.'.'.'...'.'.'.'.'.'.'.'.'.'.'.'.'.' - ...'. FG 84.38 .•'f•:•.•.'.'.•.•.'.'.•.•.'.'.•.•. \ :1:'.'.'.'.'.'.'.'.'.' ] • - - - - - - - E G 84.39 : f :..............'.': E G 84.44 '.'.'.'.' ..•.'.'.'.•.'.'.'.'.'.'.'.' ....... ........:f:.. \ o .......:::::::::::::::�' I ..................................... .�-m-'•:•:•:•:•:•:•:•:•:•:•:.. FG 83.00 \ ........ «° a .1.'.. r l.m.,.,.,.m.,l FG 74.00 I .. ... .. I a . ' 1 .�.. EG 83.86!.* WV \ ..•.... ..c .• ' : FL 82 26.' 7 a 41, ... "'r I .,.. .,... TOC 84.24 ° : FL 83.74•'-' W W `FL 73.65 I .•.,m,.,.,.,..:':':':':• '.m-..'.'.m .... •:I':• ............. . FG73.98 ... ...................o--------I o D `� ° D'` FL84.02 :�::: ° FG 84.66 �. I EG 84.08 \ ......... �.'.'±'.... _ a C04... EG 73.09 ::":....... .... .... :,:: BUILDING C '` +• ...FG 84.24 "' TOPS 84.50 TOC 84.52 ° '."•'• .. • � \ � � :•' :•:::::::::::::::•' :'�:..:':.:.:.:.:.:.:.:.:.:':': F F 74. 00 . . ..:':�.....' :'•'1 • •'•'• • •'•'• ....'. m.--------I FL81.90. a '.\�..' �' FG 74.00 ::::::::::::::::::::::::::::.h::.:.:.:.:.:.:.:.:.:.:.:.:.. I .... - 4: V. '•'•'• FL 84.15 . ...•' C ' .............................-.-.-.-.-.. ° 4 EG 84.21 w EG 84.78 ........�:. -. I N j .. :•:•:•:........ :':':':': :':':':':':':':':':':':''� �- - - - - - - - ::::::::: :: FL 81.25':':':':':':':':'.'.'... :':':':':':':' EG 84.85 :I2.' ...............:'Q: .' .�. 1� ............. FG 84.79 TOC 84.65 •8 N-Q-H-m•,•,•,•,•,•,•'-'� ww.:.�.•.'.'.'.'.'.'.'.'.'.'.'.•.'.. ................ . c 7.................. ° c : :::::::....... 2.97%,......:::: FG 82.00 5.32%.......'.'. :.:.:.:.:.:.:.:.:.:.:.:.'.'. 3.56%....'.'.'.'.'.'.'.'.'.'... FIG 73.63 .........'.zn.......... C04 : 81 ...... .....:::``:`�:`� :".. ........... EG 85.02 .'.'.'.'.'.'.'.'. ..... ......... ..., ..•.•.•.•.•.•.•.•.•.•.. ..1.'........................ \ C �'' ST............... ....... ' I ... T .. ........ ......................... � .m...'m. 'm . :. - .........-, ........ c1 ................ .......... 1 �. .............. EG 72.65 � I FG 74.00 I :::::':':'.'. ':':':':':':':':':':':':':•:•:' : ::::::: :t:: \ r N .:.:.,., :....... �..........�..!k: I 80 .'.'.':':':................... :.:.:.:.:.:.:.:.. ........'.'.'.'.'.'.-'.'.'.'... 1.5% .. : : \ C ........ .... :............. I I :.:::....:.:.:.. ............ - - - - FG 85.13 �� .. FL 4.49•:•.'.•.•: n ....�......�............. ----- FL79.30..... ... - :.. :....:......::::::E - - -� :::::::... :::::::::.. T .� ." .... ,:. FG 80.50 EG 84.90- E� EG 85.27 FL73.04 . ..'.'.'.'.'.'.'.'.�]:........�.,:.:.'.'.'.'.'.'.'.'.'.'.'.'. .•.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.':1:'.'.'.. .'.'.'.'.'.'.'.'.'.'.'.'. '.11�........... ...4.29% ...........' ... ............. I ('. .. : � .. TOC 84.99 I \ FIG 73.37 L'. r.'.:.......• - - - �s .'.'.':.': :.'.'.':.'.'.':. :.'.'.':.'... :.'.'. 3{00....•..............*.•.... - FG 79.30 .... ��° .. . \ ° BUILDING B tII G 84.03 co Z Y w o2Q� xs w aQJ2 �* *k I. -m ~ ui 1 z z z uiui= 0� w 2 w 2 w 2 =�pw� ~QUcn� ��zwz Z ONOO O_ U4*UU zOoJz H W H H O a 5� p 5 w U U U U &) o ED p Q Of mOmco LL :Lu :)l= d z O 0- 0- a U U< w ❑Qc/j U Z U Z Z I.-LLLI�>Z Ow00 -Jwo_ v) > w 0 c_n > c_n > ww=z_❑ UI}per w af O U w w Uo6pp�m Q-CIO �CO�� oz o m Do Do w°OQ Q 2 Q N M M CM � N NO O 04 N Q ti N CO N 0 2 H ❑ O M - 0 0 W Z aaa v Lu J Q STREET SIC (TYPICAL) -POWER V/ -POWER P LID E z co N r W/LUMIN/ Q Q 9 7 °' CATC RIM = 8" P\ 6" P\ CROS SEWER -MANHOLE EG 84.27 RIM : 84.23 FT. I I I EG 84.39 a_ 9 IIII EG 84.31 I EG 84.52 :•:•:•:•:•:'•:•:•:•:':..:':':':':':':':':':':':: - _ - 1.22 /o : . ................... 5.33 /o ... -. -. -. -. . :::.:::.::: \ ,EG 72.17 ......':�.... ............ "' .............:' :...... - :.............................. • I I- �FL 72.90 FG 74.00 ................ ................ FF 84.40 I r.. " \ :f :.. PROPOSED .. ... .......... ......... ................... .... .............. �" ... .. ....5.13%.'::..... I c�.•*' I I 7s . ..I...'.'..... • ......... CONTOUR (TYP) ° •.::::::::::::::::': GRADING TO BE \ .......... ........ :':':':':':':':':':':'. I :'.'.'.':':':':'... .. ... . .. . \ I .,-I ................ " I .......... FL _7......:' ::::::: M........ f.. . .......... REVI E N D E ROW :.#......... ....................o - - - - - - ..................E.T.�.m. m- . ° I ., .. 30 \ FL 72.21�. ........ ... ............ - -I 1 ::....... ....................... - FIG 79.00 FL 84.93 PERMIT MBER ... ....:'.'.'. - _TOC 85.43 FIG 72.54 .......M.M..... EG 84.99 P G) FG 77.50 ::.. 1 :. 19' ........... ....r . FG 85.57 a a N I I 9 �.` :..::: :•sY...•.'.•.•.. EG 85.29- I 1m �'.•.'.•.'.•.'.•.'.•.'.•.'.•.'.•.'.•.'.'.•.• EG 85.60 EG 71.45 ..... E)1NY.:......... Li \ o . M.::::.. I- FG 73.50 M I � f- ..�.: .�....:....'.'.'.'.'.'.'.'.': :I:'.'.: .:'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. ° • 0.25% o ... I \ � 9.05/0..'.'.. '�.'�' I I FG 77.30 :: ::: :::::::::::::: :592r°:: a I .: .':{':..................': :•:':•:•:•:'.'. ':•:•:. •:•:':•:': 73 ':':o I I :. :'...... ..:'......':......':... TOPW 81.07 ._]: "FL 85.14'...'.'.'. ......... TOC 85.64 \ 71 - - J :I: ............... 7 FG 78.25 FG 85.76 EG 85.27 - - - ....... ........... ....... -'-TOPW 78.91... •.................9o.\ ' ':.'.'.'.'.'.'.. .......... - - FG 80.59 ° . ° ........................................... \ .';�'. . \ ... .'.FG 70.55 •. .fG 71.73. FG 72.91 :........'/:.': L . ... ... :� ....... �............ \ .. .. I. ----------- .. ...... .......... ......... ... .� L _ _ .. . FG 75. 7...'.'..:' FG 77.33.,.. •. FG 78.66 .... ... , .... :'; \ ............ .G 70.97'` EG 71.88':. �F_G 73.33 .'if:' :I:'.. :�:'.:... .TOC 85.35 EG 85.3 ... \ �EG 75.93,.. ........ : .. . "•'"`''�'.: EG 76.63:.. . EG 77.38:: ........ . f ' FL 85.31 \ \..... .. :9: 8 ..F. .... .... P�l .. �....... ... . .... .... m� .. .:'j':... .':/'.'..... so .......... .... ............./...... . .' I'.... J '......... ..... �..'.'� ..... 79 .... .......' 81 ...... .. ....' 83 ...' 84 . i. .l'.. ......... �. .... .. ..............' ....... :'�':.....'::'.':' ':......... . PSS .......�....... ... ..... _ _ ... ..... ... ::... ... .. s5 .. FIG 85 FR .... \ .... .... SEE SHEET C05 FOR :...........::.. .'�.. .. \ ...... ..... ........... ......... ............. ........ ......... ........ ... ....... .... rr. _ ........ � .... .. . r ........ .. .............. ALL GRADING ........... .......... ..... ........ sue.'.. .. -- - ........ a •: ....... .... s-L ts�.o7'......... T .�. OC 85.61 ..... .......... .. .. .............. ............. ........ ... ....... ... 1.......... .. ............ �• a ,. ■ . ' /. . ........ ... J... . ..... ............. .............. .............. ............. ......... .. .......... ... .. .. ......:':............. -.'T.' _ ............. ......... .... .... .. ..... .. N tl \ .......... -7 .........` ".`]` .- . .- .- =7 - .- .- . �. _ - _ t'. ... �'.............. . n >� .. ....... ............ ............ ........... .... .... . ......... .. .. . FL 85.94�' ... ............... . ....... .... �': ........ ... .... ... .. :.................. I O \ \ ` : �.. \..... :. .f:...... ...... : ::..:................. \ I -P \ \. \ .� � - I I EG 85.8' \\ WOOD _\ ) �� I - --- .... P 1 FENCE \ / / �TOC 85.83. FL 85:79::... I I / � I ` I / EX CONTOUR (TYP) \ % cn I I / / / WALLS EG 86.01 ° a_ I i EG 86.23 � I / SEE SHEET C05 FOR EG 86.19 EG 86.39 / � � ALLEY GRADING BUILDING � / \Q EG 86.43 I / CATCH BASIN 6 22 5TH A VE S EG 86.55 / I \ I I RIM = 69.29 FT / \ 6" CON N IE = 67.04 FT REPLACE SIDEWALK TO // \\ 10" CONC W IE = 66.29 FT NEAREST JOINT. MATCH EG / \ 8" CONC S IE = 66.69 FT OF ADJOINING EX SIDEWALK - // 30' \\ FOUND IRON r-I � / 1 N I I \ (TYPICAL) // I I � V) 5 1 (n - r - I 1 I CATCI- RIM = 8" P VI CATCH BA RIM = 84. 8" PVC W CD > N N CD �� MLo0 (6 � mU)CO LLL 3: �t, 0 I `D1c �P __ CO -o �f °-` �FGiswa s`'�ONAL ■E mmi J 1-. Y J L0 0 04 00 Q N Z: O �co � 00 z rn Q (D =)< -Q 0- 6 ��� "� (D W U) J W p p SANITARY "_ 0 � Q O � RIM= 8; U)�Q =2 O CTRCHA �ti� �Ljj p Z Ln IZI- Y co 00 RESUB Nov 13 2023 CITY OF EDMONDS EVELOPMENT SERVICE DEPARTMENT 7 a- L w z o U � a_ I PROJ. MANAGER: BI DESIGNED BY: Ms DRAWN BY: GS CHECKED BY: Ms 2I10' I SD M AN H OLL SCALE: AS SHOWN REV. SHEET 11/10/2023 4 � of 8 APPROVAL FOR CONSTRUCTION SHEET NUMBER CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS��NOTED - BY: , �`12/12/2023 CO3 CITY ENGINEERING DIVISION v V L 1 V J n m t- r-i f- u i i v 4 T 0 0 N N (>D x > O O M Z Q ❑ J W D_ w J J � m J J U) LLLL ❑Fn Zz oQ ❑w W N cn �5 W W Q W �Q �z �(D z 0 O o Z oit o W �t y W Z EL- U� W W >c/) QF- LU �W LO� v Z4 g z D_ Q Q� Z CO = o UN � O 2 H �w Y � J Q >C)0o UWo U)> N ZU)o (� J_ LLJ C) W >_ U � U w}z mo m❑U) 2WW �LL> w2U H H U Q Q cf) Y Z W LLJ❑ 2 Q LLI °6 k *k It LLI aW QJ2 1 uJ De ~ui 1 z z z W Lu�m� W W W =� O w 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 3+00 3+10 3+20 3+30 3+40 3+50 4+00 4+10 4+20 4+30 4+40 4+50 4+60 4+70 4+80 4+90 5+00 5+10 5+20 5+30 5+40 5+50 z o 0 006 ° O w z 110 100 90 2 80 No 70 60 3 �n 41 31 d a ry 0 ❑ 0 CB#4-TYPE 1 RIM 72.90 6" IE 69.10 (S) FIG @ FL OF WEST DRIVEWAY TRENCH EXISTING GRADE DRAIN 0.15% -1.92% _ _1.86% _ _2.00° -1.75%-1.73%D -7.83% T-2.15% -8.85% I 11(110 10000 90 90 80 80 70 70 60 60 rin rin 110 .-. O_ U N �* U U J z _ QOo Jz �_ W �_ �_ OaJ�� z w UUUU 0 O a O d c�i5< W w Z Z U Q m Of z z�� co coLLwIwDLZ 0 J L7 F- J 100 w LLJ � 0 oQc)oUJ 0 W ZUZZ F-WD>Z 0 W 0 v� >0>> cn cn ww=z❑ C) W O W W 0� U,6mm 90 Do m w°OQ Q 2 N Co NO M CM 04 Q Lu Q N ti N O N N 0 H 80 ❑ ;oM; CO r r�or oa W z aaa Lu J Q 70 LID E zr 00 ,t N OV N— L O O 0)60 >� a0> NN 0, .�-. O �cM N L0 Lo U (6(.6-q cfl a) O :t.! o 0 3 3 N N (n (n d W 50 �2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 3+00 3+10 3+20 3+30 3+40 3+50 4+00 4+10 4+20 4+30 4+40 4+50 4+60 4+70 4+80 4+90 5+00 5+10 5+20 5+30 5+40 5+50 10 5 0 10 20 10 5 0 10 20 WEST DRIVEWAY PROFILE A -A SCALE IN FEET EAST DRIVEWAY PROFILE B-B SCALE IN FEET SCALE: H:1" = 10'; V:1" = 5' CO3 SCALE: H:1" = 10'; V:1" = 5' CO3 95 90 85 7 80 75 70 J IIIIIIIIIIIIIII■ m. :1 75 70 65 WEST DRIVEWAY SECTION C-C SCALE: H:1" = 5'; V:1" = 5' CO3 EAST DRIVEWAY SECTION D-D SCALE: H:1" = 5'; V:1" = 5' �O3 n rA Ar+ :1 75 70 65 MAXIMUM DRIVEWAY SLOPE ALLOWED 14% 95 - u- z O Q 90 J w 80 75 70 10 5 0 10 20 SCALE IN FEET o WA I q CO igita� en :59 ►'��`S�FG/STTF- NAL U) O I— U U Y U) z N d� O Q a- N CD � ~ rn z W Q j - 6 w (n w J W p O � Q Q = O Q LL1 z U) 'Lu " > — Y 00 LO � W U) O 7 RESUB W o U Lu Nov 13 2023 PROJ. MANAGER: BI CITY OF EDMONDS DESIGNED BY: Ms DEVELOPMENT SERVICES DEPARTMENT DRAWN BY: GS CHECKED BY: Ms SCALE: AS SHOWN REV. SHEET 11/10/2023 4 4 8 OF APPROVAL FOR CONSTRUCTION SHEET NUMBER CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED ASNOTED — BY: 2/12/2023 C04 A m I- r,-% C C f- L_j I 1 1-1 I C14 cli (D X >: 0 of C) c� z < _j LU CL w _j _j 00 _j U) LL zz ❑bi co U) Lu w Lu Lr) _j < z (D D ry z 0 o CD Z 0 it Lu y < Lu Z EL- U) LU LU > W < F_ LU W LO Z: 't W 0- < '0 Z CO 04 C) 0 � 0 00 W> U) < Z . U) c) LLJ CD C) ZO LLI LILI 0 r) Lu 2 C) �O < W C) < i < mm 93 m sm ffl m Irl m 11 m 10 5 0 10 20 SCALE IN FEET LEGEND: A . < CONCRETE . . A ............... ASPHALT (FULL DEPTH) ................ APPROXIMATE EXTENTS OF .......... 2' HMA GRIND& OVERLAY ................ .............. .............. (PER CITY INSPECTOR DISCRETION) FILTRATION TRENCH LANDSCAPE PEDESTRIAN PATH (SEE LSCAPE PLANS FOR DETAILS) BUILDING ENTRYWAY ABBREVIATIONS: BM =BENCHMARK BOTS =BOTTOM OF STAIR BOTW = BOTTOM OF WALL CB = CATCH BASIN CL = CENTER LINE COMM = COMMUNICATIONS CONIC =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 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 WLj U) w p > r_ P S c; F11, cm T_ z IDS L J # CURB r__r 10, KEY NOTES DETAIL/ KEY DESCRIPTION SHEET 20' WIDE EASEMENT AREA BENEFICIAL TO THE CITY OF EDMONDS, FOR CITY OWNED UTILITIES. EASEMENT TO BE RECORDED PRIOR TO FINAL 0 PROJECT APPROVAL AND/OR AT THE TIME OF SHORT PLAT RECORDING, WHICHEVER COMES FIRST. PROCESSING OF THE EASEMENT DOCUMENT TO RECORDING WILL NE)T BE MANAGED UNDER SEPARATE COVER 1+70 11eH_+ 1 If 1+70 1+60 1+50 1+40 1+30 1+20 1+10 1+00 0+90 0+80 0+70 0+60 0+50 0+40 0+30 0+20 0+10 0+00 _+ iiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii 11 -ji i i i i i i i i i i i i i i i i i i i i i i i +_ _j cn 10 cn cn co > _+100 EX CB RIM 69.25 8" IE (E) 66.39 -8.38 L '_4 1 CB #6 - TYPE 1 W/ SOLID LOCKING LID RIM 70.82 6" IE (E) 68.00 8" IE (W) 67.50 L--1 5 LF 8" SD @ 6.38% 1+60 1+50 1+40 FG @ CL OF ALLEY 11P STA: 0+30.1 HP EL: 85.73 FIVI STA: 0+35.( PVI EL: 85.80 F IVI STA: 0+73.6 5 K: 0.48 PVI EL: 78.31 LVC: 10.00 n r\: u.zJ1zJ LVC: 10.00 U*) U*) 00 CD 0 + m co 00 00 c) 0 r) co + co 1.50% -4.3, 11- 0 00 1p cq 1p C'� 0 6j uj c: 0 6j 00 r1_ r1_ 00 0') I'_ CD r1_ U) &j 0 > 0 > + 0 + uj 0 0 > uj 0 > 00 Uj w m -9.25% > EG @ CL OF ALLEY -9.83% I 1 SIDEWALK O -70 uj Rq I F R" (;n Rg 8 12% u_ 1+30 1+20 1+10 Z CB - TYPE 1 Lu W/ VANED GRATE -60 cD W -RIM 78.36 4" IE (N) 75.40 6" IE (N) 74.16 LO 6" IE (W) 73.76 150 CD 1+00 0+90 0+80 0+70 0+60 0+50 0+40 0+30 0+20 0+10 0+00 u*) C) LID co 0') r1_ N Q0 c N It C) u') N LO co c) CO It m CD cy) co CD 00 N00 m OR CD CD 00 00 NOR 00 c OR r- 00 co r,-: co m -00 -00 r-: LO Lo m 0 ai c; C) N c' 04 m Lice LO (6 c.6 � r_ c6 a) 66 CNN 44 Lr. U-) L6 LO L6 U- C.0 r- I,- r- r- ti r'_ r- r- r- r'_ r- r-- r- ti oc 00 co 00 co 00 cc 00 co 00 CID U- (D 0 (D 0 (D (D (D (D 0 (D 0 (D (D (9 0 (D (D 0 0 (D 0 (D U (D 0 (D 0 WWWWWWWWWWu_ u- u- u- LL LL LL LL LL LL LL LL LL WWu- ILL LL ALLEY GRADING PROFILE SCALE: 1" = 10' 0 ILL 10 5 0 10 20 SCALE IN FEET ......... .......... . 11- ..I1t-.-.-_>1-.- . . . . . . . . . . . . . . ..................... .. .... ....... . .......... .... .............. .. .............................. . .......... ........ ............. . ", . "'. I - - - - - - 7 . ............ I ..................... ........................ ... ................... ... ..... ........................... ........... ....... .. ................ .. .......... ....... . ............ ............... ... ..................... ... ............ .... .......... . ............. . .... ........ .......... .. �.................1 ......... 78 ....... ........... ............ .... . ............................ ................. CONDO BUILDIN . .................................. ........... ............. 04. .................. ... ........ . ......... ... ........................... ........... . .................. ............. ............ .. ...... ................... ...... 0 . ... . .................. ... ......... .... .................................. ....... A 517 4TH AVE S --------- .. ........... ...................... ............................... 3: ........... ......................... ... ............ .. ........ ............. .............. ............... - - ..../ ......... .... ............... .................. .... ................. ......................... . ... . .................... ... ............... ....... . .. ............. ..... ....... w . .. .. . ........... ................. ........................ ... c-'I ...... . . ........... ................... ........................ ... ....... z ............ ................. .............. ....... .... .. ... ...... ..... ........... .................. I ............................. ....................... ............. ............ ................. . ...................... ... ..................... ............ ........... .................... ...................... ... .................... . ................ ............ ................. ......................... ................... .... ......... ........ ........... ............ C/) < F- - - - - - - - -- . ............. ......... ........ ......... .......................................... .... .... G A S M E-T-E-� . . ........ ................ . ....... ...................... .................... . .".3t.. ........ ... .................. .-77 ....... ................ m /'- _­ .................. ...... . zi ............. . ........... .............. .. ....... .... ...... ........ . ........... .......... ................ . ... ... ............... ED--G-r -OF- -WALL ......... .... .... ........ I ... ........ . ...... ... .......... .................... ........................ ............ \1, ....... ........ ....... 73 - - O� . ........ ............... ........................ ......................... ... in .............. .......... ... .............. TOPW 81.68 . . ........................ ...... ... FIG 81.83 71 .. ..... ......... ......... .. ..... .................. cf) EG ... .......... ..7 FIG 78.25 . ........... S-8"248-LE 70.30 0 L . . . FIG 74.93 . ....... .......... FIG 79.42 . ... ..... ......... P.... ........ .... ......... ...... ........ .. ..... ... ..... E-SW- _ _ ..... .. . ............ ..... ......... . .............. Poll+ - - - - - - . ... ....... ..... EG 85.66 . .................... nn&L__ not, ....... ...................... Y.. FIG 85.5p-- < ..... ......... .............. ......... .. .... -nRtl .......... ..... .............. . ! ........ SEE SHEET C06 & C07 FOR .. ......... ... . ..... ....... .. ........ ....... ............. --- -------- .... ........... . ....... FG 80 59 ........ FIG 78.6§ .......... ............. ........... EG 69 77 N -T FG 71.98 ...... . ... FG 83.09 . . ..... CD ....... ....... c� ....... FRONTAGE IMPROVEMENTS .. ..... ......... T o. CD ........ .. . G 73.95. ... ... .......... _J 80.38 .10 CD ... ... .......... ... -FG ..... ... AND CO3 FOR FRONTAGE ......... ... ....... ... ........ CD .. ..... . 80 0 00 0 c) ........ c� - - - - 1 \ \ .......... ASPHALT FIG 69.85 . .. ...... SS CN CD - ....... 79 c� c�%%%'81 ..... 84 !�'�-FG 85.73 . ... ..... ... Pss ... ... . ..... I GRADING FG ... ... It . .............. ......... . . ........ ... ....... . .. -FU 81.6 85 7,41 ....... P ..... G 78.54.��..l ...... ....... ........... --- ....... ... CN CD ........ ... SEMENT 760'_ . ...... FG 71.84 ....... 'rIh ... ...... ........... 81.60' A ............ . ............... ... ............. FIG . ............. FG 79 22 ...... ......... .... .. .............. PS ......... "FG 76.99... 1,1M 78.36 ..... .. .. ..... 77 ....... . .......... . .... ... .... ...... ............... ............. .............. ............. PSD- ...... FIG ....... EG 69.42 ....... ......... ......... .... CD V) CNCD .......... FIG 7 ... .... ... ... ............. 00. (D ............ ........ .. 0-) ...... CD ........ .. CN .......... 6 ....... t . . . . C14 c-0 . . .... ....... SE EXCEPTION, . ..... .. T..... ... ... �b ... ... ... .... C? . ...... ..... .... F-APIT-- -Gp,q;F EGMT C> FIG 76.94 .... ....... 7 ................... ....... L6 LO ...... ... . ....... ..................... -V" ' t .......... ............... F 75.77 04• FG 79.'14-/ ........... ............ �-V�'G- .31 . . ... 89 FG 80.33�j' EDGE 11 - , I GE OF WALL-/ L EG 69.69 WO .............. EG 69.34 OD- EG 72.04 EG 74.86 ........ I EG 76.93 FIG 85. c8l ................. FIG 69.62 1 II\ICE EG 80.47 ........................ cn FIG 69.69 FIG 72.04 -FG 74.00 E 84.70 EG 85.89 FIG 76.90 EG 79.00 RIM 70.50 FIG 80.47�FG 83.09 ....... V) EG 76.0( F6 79.08 VVML-LD a- TYP) SEE SHEET C06 FOR FG 76.00 FLOW LINE (m / � � STORMIMPROVEMENTS _-PvILDING z4z _j CATCH BASIN 622 5TH AVE S RIM = 69.29 FT CD 3: 6" CON N IE = 67.04 FT 10, 10" CONIC W IE = 66.29 FT Y) cf) y Z LLI LLI LLI ❑ Lu 2 I-_ LLI 06 W4t aQJ2 U) U) -m U) I.- LLI E5 ui Z z z z WLu Lu Lu Lu Z: T_ 0 uj C) co 22 06 0 (D z U) Z 0 0 0 :j (D z cuZ 0 UUU 0 z U) U) LLJ z 0 0- , =9 0 > Lu U U U U T) < -coui cn 0 LL] WZ Z LL uj D m0 Ix z co Of co Of Lu 0 LU cn LU z 0 Lu 0- Lu 0- U0 < Lu < c) D U) Z 0 I-__ U) Z co Z I.- Lu Lu (D :j > z LD LLj 00 FD _j Lu Lu a: U) > of It U) 5; U) 5; Lu z❑ of 11 1— - Lu 0� 0 0 W 0� W0 0� >_ 0 0 06 co I.- CO 0 0 -Q > ') U) > U) Lu 0LuZ z Lu 0 co 2 Lu 03: 12 0 < 0 2 < Ncy) Lu N c:) c\j c) c\I C) c\j CD F­ < c\j , r'_ 04 - CO 04 - - (N - CD c) co 0 0. Lu < a aI<A Lu zo _j LID E z - -'t N 0 0) m C) 0- y 0) > < < c:) c) CO N CIA 5 LO cy) 0 co a) 67 a) C) c) c) CN 0') U) U) o�\IN J. OF WA,� Di( CO 0 549 cis NAL 1 s m El m u- _j L0 � _j c\1 C3) < LL C:) 0 c:) 0 W 00 w cy) cy) z (D < < 0 z Z cf) < W U) w w b Z j 2i >_ �> Z r- 0 1- <k 0 cf) < p-_ Q w Lu > Z W _j LID _j < m RESUB Nov 13 2023 CITY OF EDMONDS EVELOPMENT SERVICE DEPARTMENT 17 8 CONICS IE 66.69 FT 2" MIN HMA CL 1/2" FOUND IRON PIPE (PG 58H-22), OR MATCH 1.50-2.50% (TYPICAL) 1.50-2.50% EXISTING IF GREATER 30' 30'1 11cn Lu z 3: 0 0 0 .... .............................................................................................. . ... ........................................... .. ................................................................ ....... ................... 1 PR J. MANAGER: BI DESIGNED BY: ms ... Mill IIIIH IIIIIt-- SAWCUT AND I ALLEY PLAN VIEW DRAWN BY: GS MATCH EG SCALE: 1"=10' 6" CSBC PER WSDOT STD SPEC 9-03.9(3), OR MATCH NOTE: cf) Q_ EXISTING IF GREATER 1. 1" HMA GRIND AND OVERLAY IN AREAS NOT SHOWN FOR I CHECKED BY: ms SCALE: AS SHOWN UAIL: 11/10/2023 REV. . 4 SHEET 5 OF FULL -DEPTH CONTRACTOR TO COORDINATE ALL ALLEY WORK WITH EFFECTED CROSS SECTION -PRIVATE ALLEY KE-E 1" = 5' � �O5 PROPERTY OWNERS IN ADVANCE. CONTRACTOR RESPONSIBLE FOR OBTAINING ALL NECESSARY APPROVALS TO COMPLETE WORK OUTSIDE THE SUBJECT PROPERTY. APPROVAL FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION BYTE;_ APPROVED AS NOTED : _#_m__11�1A2/12/2023 SHEET NUMBER O5 I CITY ENGINEERING DIVISION A A B A c A D A E A IF A G A H A I A A K I I r- r, 1 C u v I T 0 0 N N �CD oc� NI z Q W aw J J > 00 J J U) LLLL o�5 zz O C) J w N (0J) wW >w Q= _J) w zm Z a it U)J ww U aw =w �J) za a _� Q M Z =o Oo � LLI Y J Q 00 U w o (� > N z`ncy) J_ J w > U U a c7 }z LLI mom �ww > Lu 2 O o U) U _ Q KEY NOTES DETAIL/ KEY DESCRIPTION SHEET 1 PRIVATE CB #1 - TYPE 1 1 O W/ HERRINGBONE GRATE J RIM 81.90 6" IE 79.00 (E) W/ SPILL CONTROL ELBOW O20LF6" PVC SD@2.00%MIN - O98LF6" PVC SD@2.00%MIN - O4" ROOF DOWNSPOUT (TYP) - O4" FOOTING DRAIN TIGHTLINE @ 2.00% MIN & 2' MIN COVER 4" IE 76.13 (DRN) PVC ROOF DOWNSPOUT TIGHTLINE @ 2.00% MIN & 2' MIN O4" COVER BIOPOD #2 OR APPROVED EQUAL PROVIDING 0.0163 CFS MIN OFF-LINE FLOWRATE 2 RIM 77.30 O6" 6" IE (SW) 75.42 (OVERFLOW) IE (E) 75.42 (INLET) T/C12 6" IE (SE) 74.38 (INLET) 6" IE (N) 72.75 (OUTLET TO IT) *OVERFLOW IE BASED ON 2.6T HYDRAULIC DROP WITHIN BIOPOD & 0.5' FREEBOARD @ LOWEST POINT OF TRENCH DRAIN INFILTRATION TRENCH #2 (50.01 x 20.0'W x 2.0'D) TOP OF FACILITY 73.70 OBOTTOM 6" PERF PIPE 72.70 OF FACILITY 71.70 V/C11 TRENCH PERIMETER TO BE LINED WITH PLASTIC MEMBRANE LINER PER PROJECT GEOTECHNICAL ENGINEER'S SPECIFICATIONS O154 LF 6" SLOTTED PVC PIPE LAID FLAT @ 72.70 - 6" SDCO #1 3 10 RIM TO FG R/C11 6" IE 72.70 TRENCH DRAIN #1 11 RIM VARIES 75.92-77.97 - 6"IE74.64(N) 12 17 LF 6" PVC SD @ 2.00% MIN - PRIVATE CB #3 - TYPE 1 W/ VANED GRATE ORIM 13 78.36 K/C09 4" IE (N) 75.40 6"IE74.16(N) 6" IE 73.76 (W) 14 68 LF 6" PVC SD @ 2.00% MIN - PRIVATE CB #4 - TYPE 1 15 W/ HERRINGBONE GRATE J RIM 73.00 6" IE 71.00 (E) W/ SPILL CONTROL ELBOW 16 G PERIMETER FOOTING DRAIN - 4" PERFORATED PVC PIPE IN 6" MIN WASHED GRAVEL, WRAPPED IN NON -WOVEN FILTER SEE ARCH PLANS FOR FABRIC DETAIL 17 YELLOW NO -PARKING CURB PAINT - STRUCTURAL PLANS FOR FOOTING DRAIN PENETRATIONS SSEE S THROUGH FOUNDATION (TYP) BIOPOD #1 OR APPROVED EQUAL PROVIDING 0.0125 CFS MIN OFF-LINE FLOWRATE RIM 71.90± 19 6" IE (SW) 70.05 (OVERFLOW) 6" IE (E) 69.05 (INLET) S/C12 6" IE (SE) 68.70 (INLET) 5 6" IE (N) 67.38 (OUTLET TO IT) *OVERFLOW IE BASED ON 2.6T HYDRAULIC DROP WITHIN BIOPOD & 0.5' FREEBOARD @ LOWEST POINT OF TRENCH DRAIN INFILTRATION TRENCH #1 (87.01 x 12.0'W x 2.0'D) 20 TOP OF FACILITY 68.33 U/C11 6" PERF PIPE 67.33 BOTTOM OF FACILITY 66.33 21 173 LF 6" SLOTTED PVC PIPE LAID FLAT @ 67.33 - 22 6" SDCO #5 RIM TO FG R/C11 6" IE 67.33 23 17 LF 6" PVC SD @ 2.00% MIN - NEW 10'SD CONNECTION TO EX PUBLIC CB EX RIM rr NEW 8" SD IE (E) 66.35 24 6" IE 67.04 (N) 10" IE 66.29 (W) 6" IE 66.69 (S) 25 6" SDCO #3 RIM 82.70 R/C11 6" IE 78.72 26 6" SDCO #2 RIM 78.38 - 6" IE 75.65 27 6" SDCO #6 W/ SEALED LOCKING LID RIM 70.65± - 6" IE 69.18 28 6" PVC SD (TRENCH DRAIN OUTLET) @ 1.00% MIN - 29 9 LF 6" SD PVC @ 2.00% MIN - OBSERVATION WELL. RELOCATE TO CENTER DISTRIBUTION 7 30 PIPE SOUTH OF CROSS IF 6" SCH 40 PVC 6-WAY ELBOW U-U/C11 CANNOT BE ACQUIRED G CONNECT FOOTING DRAINS BETWEEN BUILDINGS W/ SOLID 31 WALLED 4" PVC PIPE 32 26 LF 6" PVC SD @ 1.00% MIN - 33 2 LF 6" PVC SD @ 1.00% MIN - 34 6" SDCO #4 W/ SEALED LOCKING LID RIM 76.25 R/C11 6" IE 74.62 TRENCH DRAIN #2 35 RIM VARIES 70.55-73.32 - 6" IE 69.25 (N) 36 4" FOOTING DRAIN TIGHTLINE @ 2.00% MIN & 2' MIN COVER g 4" IE 70.95 (DRN) - PRIVATE CB #6 - TYPE 1 W/ SOLID LOCKING LID 37 RIM 71.00 K/C09 6" IE 68.00 (N,E) IN 8" IE 66.64 (W) OUT 38 15 LF 8" PVC SD @ 2.00% MIN - 39 20'-WIDE TYPE 1 ALLEY APPROACH PER COE STD DTL TR-541 I/C09 40 CONCRETE SIDEWALK PER COE STD DTL TR-531 H/C09 GENERAL NOTES: FRONTAGE NOTES: LEGEND: 1 1 1 1 _ ■ • ■ ■ • ■ •- •- • •� GOSO,00t0>t0 � . - � - - � • � • � i",♦`rota - � w � E ;AMER e+eate♦+� ► .. oa '• *►i►'+e+t+l a I�Ot+t<'++♦N w ovco• , ►et �I • � • � ® fat I � o � ► � • 11 . tat ►o+s•oa 1 lotteos++o� I�et+e11 • wl`li+v�l = ■ �� . oet4,W-4 ' • :psi°�♦+°� • e � _� i'stotat' �_dt<e°tCt�y�e• ►•v•v�� ►...ter �� - '' _ �o+++s`'oI�+o+++o"o+<+o+s♦o'o+s+o+a+o+++o`'o+s+o+�'o"o•�`o•io•�•�•o•, t•O���O���<;'o :G ���� �� �.,• v v via .:w--- - ---------- • : • • • - � - : ••►i°+t+e♦s♦e+fie+td♦°+°ie+t+ei°i►4e+tia♦trs♦°+°ie+t+e♦°.°ie+t+°♦srt'r �ettr�♦trf<�tt ttttttrt+titttt+ttt+�tl+vt�+<+�t�t�t�t��lt►b��•t•�•�•O•t�+ri = �- ►o+o+s+to+o+tv+o+o+to+o+to+o++oto+o+t�+o.�v►o . ♦++++++++.+++++++++++++++++++♦ '■_ -� .. • � ®_ p�eteo„ode>eL°♦+e`eoe*e°e+eo„oe<roe+io♦oe`eoe*toeooceoese°e�eo„oto'oeseo, s oe es�iow� �'+ieioet�'itieetieio:►eoe�t♦+-to+osttototott� 1■ � �� • • • . 1 . et+��ttttttttttttt� • I►<o+��o+►o�v+s�°+��ovo4�o���o+v�o�o+s�°���o�o+s�o���o+v���o+a�o+��o�o���+a04-0+���+�����,?t��+tt��+���+0 , ►et+e►a+t•�tete++etet+etetettetet+etet O� ♦tttttttttttttttttttee►ttttt�t�® ti �r_.►eht♦r• tt t t+++ •♦++♦ tt+++++++ttttttttttttttttttt,►� v+v-vav•v i Q....�t q C �5.�. nC {�.at..o.ao..ij,S oi_O_a _ r��� ♦t+A+t+t+ttttOtttt+ttttttttt♦ 1 i��® < tOtet<ft4r►eftetetrefet'O's1OTcs'rov0iv - �--��.<,,i.t�♦�+�I���t��tAet�t� ` �IAa ,lm • • : IAtrtt+tb+♦<o�♦ttQt+t<++♦tt+fats! ��►ttQt+tfoJ♦tty«+tbt+ ��O�tvt•���••tttrotttt�t�t<�tt:�►'�ttr�rC� ' - • ,'tie�t�e�lrt�q�t�eit�<it`t0'wtt!°t�t:,`t+ 1 <.t�►t+eft+lO �[►tt���+t9t�i�i�����♦+��+ttttttttt�+�t�t�t�trtr'ttt!�! •1■� -� •1 :1 �-oao+oosoao+o oso��ooao+ooao oa �►.�sr.,<.......++++e____ ► � �'.�`'<t�►t♦'�toG'-"♦*+4♦�♦!+4♦*+��t'+��.:�t'i'i'.°+°d♦ettie+t+e I'♦°t��►<� ��!����t�toe��!�P�I����toottot++o++� �otot+to��tot+totetto� t�l►tt<II, � �■11'1 t..a ►oa 4J.L-4...4 i- A+�.1�.,..._.���_�,1.:r.�.r�.►..�sL•!�i�L♦�'♦'♦�'♦.'�il:•'�����►�i_��!�I' ,:���� i►, J4 ,►�oaoa • 11 . II*+e♦ti++s ► • � • , a fit'+'+sib , AREA DESCRIPTION: SF ACRES TOTAL SITE AREA (ON -SITE) 17162 0.39399 TOTAL SITE AREA (ROW) 4339 0.09961 TOTAL SITE AREA (ON-SITE+ROW) 21501 0.49360 EXISTING AREA - IMPERVIOUS AREAS (TBR) 9565 0.21958 EXISTING AREA - PERVIOUS AREAS (TBR) 7595 0.17436 PROPOSED AREA DESCRIPTION - IMPERVIOUS AREAS (ON -SITE): BUILDING A ROOF AREA 2441 0.05604 BUILDING B ROOF AREA 1832 0.04206 BUILDING C ROOF AREA 5283 0.12128 ASPHALT & CONCRETE SURFACE 6851 0.15728 TOTAL IMPERVIOUS AREA 16407 0.37665 PROPOSED AREA DESCRIPTION - PERVIOUS AREAS (ON -SITE) LANDSCAPING 755 0.01733 TOTAL PERVIOUS AREA: 755 0.01733 PROPOSED AREA DESCRIPTION - IMPERVIOUS AREAS (OFF -SITE): ALLEY FULL -DEPTH TRENCHING 2086 0.04789 ALLEY GRIND AND OVERLAY 618 0.01419 5TH AVE S FULL -DEPTH TRENCHING 497 0.01141 5TH AVE S GRIND AND OVERLAY 2558 0.05872 CONCRETE CURB, GUTTER, AND SIDEWALK 1690 0.03880 TOTAL FULL -DEPTH IMPERVIOUS AREA: 4273 0.17101 COMBINED ON-SITE+ROW IMPERVIOUS SURFACE AREAS 20680 0.47475 COMBINED PGIS ON-SITE+ROW 9142 0.20987 PROPOSED AREA DESCRIPTION - PERVIOUS AREAS (OFF -SITE) LANDSCAPING 66 0.00152 TOTAL PERVIOUS AREA: 66 0.00152 COMBINED PERVIOUS SURFACE (ON-SITE+ROW) 821 0.01885 +extra O " I;►+etet � � ► �=a°�t�e1t►oj� � � � r+o++♦e+off= '���r'AL�Cw � ■ ® • • _ �INFILTRATION TRENCH #2--`1 iio°+i♦o O Ili r►+i►t'etti� � ►� :v+tto I� ® � �� �� � i�+eat+e♦e< ���.< ® �� all JIM �T 'Jig- L .. S r r ® w • G r D r r I, • • • , ' ,� ,•�- , D • WALLS y BUILDING 622 5TH AVE S z J J J _ CO °11 w J it 4t it Q J_ ~ J 1 z z z w w m w w 2 w 2E =�Ow� Q U Z z O N 0 0 J�ZLu UZ O U U U z O EsJ z J 0 w U w U U U< O w m p Q d d w w z z U m z m m LLwwD� OJwc/Lu � J d 0 d a_ C) Q U U U Z U Z Z H W D> Z 0�00 ow=C) H ~ W O U W W U atS m o m Q - -0c) o ww w Z m ? m ? m J00Q U Q 2 Q N M M c) Lu N N c) N C)c:)O N Q ti N N � CN 0 CD O M 0 Lu J Q z aaa Ln E w _ Z It N O U � Cy) O p O 0) > Q N O> N N c) Lf) Lf) U M (1) (.6 � oN N 3 CD :t m U) U) 3 OF Va'gzm�+ vu e �O 549 ��S`S/ONAL Lv� ■E ■& J � Z J cl� O Q O O O w o0 W °° 10 M Z Q L Q 6 U) Lu to J W 0S J>- OI QO CD w�w�oz z G " w J m RESUB Nov 13 2023 CITY OF EDMONDS EVELOPMENT SERVICE DEPARTMENT ■ Fi J IJ U w w z O 0 a_ '.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.... PROJ. MANAGER: BI DESIGNED BY: Ms DRAWN BY: GS CHECKED BY: Ms SCALE: AS SHOWN I-J I J REV. SHEET \ J I 11 /10/2023 4 O 8 APPROVAL FOR CONSTRUCTION SHEET NUMBER CITY OF EDMONDS ENGINEERING DIVISION C06 DATE: APPROVED AS,,/NOTED BY: a// / r- 111_012/12/2 223 CITY ENGINEERING DIVISION v GI I r- r, I r- u v I z 0 O N N �CD 0 O NI z Q0 w aw J J > 00 J J U' LL o�5 zz O ow w N c wW >w Q= _J) a1 on 3■ on i■ 3■ 1■ 3■ KEY NOTES KEY DESCRIPTION DETAIL/ SHEET 6" SSSCO #1 O RIM 80.22 M/C10 6" IE 74.20 FIG 73.92 O 6" IE TO NEW 6" SSS - 6" IE 70.21 6" SSSCO #2 O RIM 73.94 M/C10 6" IE 70.95 UNDERGROUND POWER SERVICE FOR BUILDING C TO BE ROUTED INTERNALLY WITHIN BUILDING A (INTERNAL ROUTING DESIGN BY OTHERS). FINAL O DESIGN AND SERVICE SIZES TO BE COORDINATION - W/ SNOHOMISH COUNTY PUD (DESIGN UNDER SEPARATE PERMIT AND IS SHOWN HEREON FOR REFERENCE ONLY) SEWER POINT OF COMPLIANCE W/ BUILDING C. SEE OPLUMBING PLANS FOR ROUTING INTERNAL OF BUILDING - 6" IE 71.00 O 118LF6"PVC SSS @2.00%MIN - 1" DOMESTIC WATER SERVICE POINT OF OCONNECTION 7 TO BUILDING. INSTALL RPBA ON PRIVATE PROPERTY INTERNAL OF THE BUILDING (SEE PLUMBING PLANS FOR LOCATION), TYP 6" SSSCO #3 O RIM 82.90 M/C10 6" IE 78.90 O 119LF6"PVC SSS @2.00%MIN - 10 NOT USED - 11 11 LF 6" PVC SSS @ 2.00% MIN - NEW 6" SSS CONNECTION TO EX 12" CP PSS W/ 12 ROMAC SADDLE N/C10 6" SSS IE 73.72 -X 12" PSS IE: 72.72 FIG 73.94 13 6" IE TO NEW 6" SSS - 6" IE 69.91 FIG 73.95 14 6" IE TO NEW 6" SSS - 6" IE 69.28 RETIRE EX WATER SERVICE AT DEVELOPER'S 15 EXPENSE. REFER TO DEMOLITION PERMIT PLANS - (BLD2022-1612 & BLD2022-1614) SEWER POINT OF COMPLIANCE W/ BUILDING B. SEE SPLUMBING S PLANS FOR ROUTING INTERNAL OF BUILDING - 6" IE 78.00 17 NOT USED - (8) 1" PE WATER SERVICES IN COMMON TRENCH aa(FROM METER TO BUILDING) W/ 13 GA. VINYL -COATED WIRE TRACER TO BE GROUNDED AT BUILDING (TYP) 19 UTILITY TRENCHING (TYP) SAWCUT AND MATCH EG O/C10 Zo CONTRACTOR TO PROTECT EX UTILITIES AT PROPOSED UTILITY CROSSINGS (TYP) FIG 73.93 21 6" IE TO NEW 6" SSS - 6" IE 68.82 FIG 73.89 22 6" IE TO NEW 6" SSS - 6" IE 68.34 23 (1) 1" WATER METER FOR COMBINATION WATER S/C11 SERVICE 24 (8) 1" WATER METERS FOR COMBINATION WATER S/C11 SERVICE SEWER POINT OF COMPLIANCE W/ BUILDING A. SEE 0PLUMBING 0 PLANS FOR ROUTING INTERNAL OF BUILDING - 6" IE 79.00 26 REUSE EX 1" WATER METER (COMBINATION WATER & FIRE) & SERVICE IF SIZED APPROPRIATELY TREE WITHIN TREE PIT W/ TREE GRADE OSTREET 27 PER LANDSCAPE PLANS (TYP) J/C09 REUSE EX COMM (T) LINE. FINAL DESIGN TO BE 28 COMPLETED BY COMM SERVICE PROVIDER (DESIGN UNDER SEPARATE PERMIT AND IS SHOWN HEREON FOR REFERENCE ONLY) STAMPED CONCRETE PEDESTRIAN PATH DISTINGUISHED FROM VEHICULAR PAVEMENT 29 USING STRIPING, ALTERNATIVE MATERIALS, OR - SIMILAR. SEE LANDSCAPE ARCHITECTURAL PLANS FOR DETAILS 30 LANDSCAPE PLANTER PER LANDSCAPE PLANS (TYP) 31 1" WATER SERVICE CONNECTION TO EX 8" DI WM S/C11 FIG 73.32 32 6" IE TO NEW 6" SSS - 6" IE 67.90 FIG 82.90 33 6" IE TO NEW 6" SSS - 6" IE 78.29 FIG 82.92 34 6" IE TO NEW 6" SSS - 6" IE 77.40 FIG 81.81 35 6" IE TO NEW 6" SSS - 6" IE 76.19 FIG 79.77 36 6" IE TO NEW 6" SSS - 6" IE 75.38 FIG 78.18 37 6" IE TO NEW 6" SSS - 6" IE 74.28 APPROXIMATE LOCATION OF EX 8" DI WATER MAIN. 0 EXACT LOCATION OF WATER MAIN TO BE - CONFIRMED PRIOR TO PERMIT ISSUANCE 39 1" IRRIGATION SERVICE LINE PER LANDSCAPE PLANS (TYP) (1) 1" IRRIGATION METER. SEE IRRIGATION PLAN 4o FOR DESIGN OF TEMPORARY IRRIGATION SYSTEM - (SEE GENERAL NOTES 10 & 11 ON THIS SHEET) NEW 1" IRRIGATION SERVICE CONNECTION TO EX 8 88" DI WM (TYP). SEE IRRIGATION PLAN FOR DESIGN OF TEMPORARY IRRIGATION SYSTEM (SEE GENERAL NOTES 10 & 11 ON THIS SHEET) 6" SSSCO #4 42 RIM 73.36 M/C 10 6" IE 67.62 43 8 LF 6" SSS @ 2.00% MIN - NEW 6" SSS CONNECTION TO EX 12" CP PSS W/ 44 ROMAC SADDLE 6" SSS IE 67.02± - '." PSS IE. 66.02± FIG 73.93 45 6" IE TO NEW 6" SSS - 6" IE 70.72 SREFUSE S STAGING AREA PER ARCHITECTURAL PLANS. 16' MIN CLEARANCE WITHIN PRIVATE ALLEY - UNDERGROUND POWER SERVICE FOR BUILDING A (FINAL DESIGN AND SERVICE SIZING TO BE 47 COORDINATED W/ SNOHOMISH COUNTY PUD; - DESIGN UNDER SEPARATE PERMIT AND IS SHOWN HEREON FOR REFERNCE ONLY) UNDERGROUND POWER SERVICE FOR BUILDING B (FINAL DESIGN AND SERVICE SIZING TO BE 4s COORDINATED W/ SNOHOMISH COUNTY PUD- DESIGN UNDER SEPARATE PERMIT AND IS SHOWN HEREON FOR REFERNCE ONLY) WATER NOTE: 1. EXISTING DOMESTIC WATER METER TO BE EXAMINED BY CONTRACTOR FOR CONDITION AND SIZE AND MAY ONLY BE REUSED IF SIZED APPROPRIATELY FOR BUILDING (MEP TO DETERMINE SIZING). METER ALSO TO BE INSPECTED BY CITY PUBLIC WORKS WATER DIVISION TO DETERMINE ELIGIBILITY FOR REUSE. 2. WATER SERVICE TAPS ON MAIN BY CITY PUBLIC WORKS DEPT. 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) ON -SITE AND A 5' SEPARATION WITHIN THE ROW. 5. MAINTAIN A MINIMUM OF 10' HORIZONTAL SEPARATION BETWEEN WATER AND SEWER LINES. 12" MIN SEPARATION SHALL BE APPLIED FOR WATER/SEWER CROSSINGS, IN WHICH WATER SHALL CROSS OVER SEWER AND SEWER SHALL BE ENCASED FOR A MINIMUM OF 5 LF ON EITHER SIDE OF CROSSING. 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. 9. A SEPARATE FIRE SPRINKLER SYSTEM PERMIT IS REQUIRED FOR EACH UNIT. 10. DRIP IRRIGATION IN FRONT OF RECTANGLE PLANTERS ALONG 5TH AVE S IS TEMPORARY AND IN PLACE FOR A 2 YEAR MAINTENANCE PERIOD. SYSTEM TO NOT SPRAY SIDEWALK 11. STREET TREES TO RECEIVE (1) 20 GAL SLOW RELEASE WATERING BAGS (TREEGATOR) BAGS TO BE FILLED TWICE A WEEK FROM JUNE-SEPT. SEE IRRIGATION PLANS FOR MORE DETAIL. mmm&lqlbai 10 5 0 10 20 SCALE IN FEET . . . . . LEGEND: UTILITY CROSSING TABLE O FIG PIPE COVER PIPESD TOP OF PIPE SD IE SSS TOP OF PIPE SSS IE UTILITY SPACING (FT) 1 73.15 1.87 71.28 70.95 68.33 67.83 2.62 2 72.92 0.00 72.92 (TOP OF TRENCH DRAIN) 71.82 68.18 67.68 3.64 3 83.00 2.26 80.74 80.41 79.13 78.63 1.28 4 82.94 2.63 80.31 79.98 77.54 77.04 2.44 5 82.91 2.79 80.12 79.79 77.29 76.79 2.50 6 78.86 5.38 73.48 73.15 75.50 75.00 1.52 7 78.26 1.98 76.28 75.95 74.83 74.33 1.12 8 78.07 3.24 74.83 74.33 72.27 71.27 2.06 9 70.66 1.69 68.97 68.47 65.16 64.16 I I • • FT• 5TH AVE ■ / - / :e MERCER, �s Baca +t+e+7•ts 7 ♦A� © © eG Q 28 Seeew O�s'os�oAf. r �p,►wseoea BUILDING A O , 0 o�+s�IFF 83.00 13 13 Ir°soa GQ_ �aoo�c� °eos+°es .++veri • JI © O �►o+�°�+vet • .o _ eeeee � .. i�eeew� cl sosos �e e+ter ;'leeee �ee�e� „ O h°.,►w<+off• ., ire°i*e°$� ® ■ <0�_45,BUILDING C O dsos<. •��+�lt'e�O�w'v�ee�/1�fI�+ 1• so+ooeo+oa°osoa°o�1� rr �q'.r •� ro..... �d�. - • _ „oaeo,+oaoo�+oaeosoaoo+oa<o ,��•,+�----.,.,�-----_,,_,.,�_---________: FIF 11..►e°a+.°w<w°+ee°e+.<w°e+e°e*e°w+e+e°eee°.°e<w°++e' •`e+a°a+.°+°.<w°e��°e°.ew°e+i►et��{ e+e°i+i�i+i+i+i+i!+i�i'i`�•ieiiii•�v+`e'ee'e�e�i�e� i°e'is�°i*°'i<°w°is�°�°i°w°°i`�°�ti°�'i`�°�'i°°w°ism°�ti°��ise°i*�°+' io°w�►i� i+iO+i+'i+i++i+i�►i+i!e+i+s+�+i+i+i+i°i+i+i+i+i+i+i+i+i+i ►s°o+s+o'!s+o•o+s+o°s+o°o+e°o+s+o`'s+o`'o+s!�.9•o''o+s°o°seo'►a+e°o+i�o'►s+o•o+s�>°s+use►�►+i+i+i+i+i+i+i+i+i+o+i+i+ie+i+i+i+i+i+i+i�►+�.�i+i+i+e+i+i+,►+i; � •!s+'+••�+�. �+�'•t.<�++.ew?+eib+ee*+e�i+.rw�e+iew°� w'►++i°a'esw+.+ie0e°i+v+w°++iee++?.'.�: ��i�►+00000000000000000000.'e°i'OOOOOe+�+i, �t`e�t�e•°-e-e+Y`e�s�e-*of��t+C�!'*'o�oa��i�v-rv-swab`�-.o�:�_�it��P_t0_a;t_..,�y����.e�e�e���A?e�e�e�e+���w������0������we�,e+�+�+�+�+�+eAee�+�+�� ► w w w w ,► ♦ ee eeeew+weee♦ ♦ .♦ ee ♦ ew♦ a w• �e. .•...-.�........vc-=---� �-----� • • oo°+v+os�ao+-e+o�s+oeok`s'oe+o/s1'ao+o►r¢ooe°w+o++oJs�aoe+°ds+►ooe`s'++oe�°+oe+o,s►°aow°esv¢ooeo+oe+osJ�e+o o�w+o.so+oe°ea++oacl°ave+°,s/+oow�+s+ y,►oro+oe+ovs°ao+°o.s�o�y►oe++Js'►,►�/�e��►ee���►►►ee+eee+ee+ee+ee+w �eQ. ,p<e+<.+e�+e.�eOe.w:+eweee.�e+e.tO a+e.ee+eeee+eeOeee+eOeee+eee�+e_ee+e�_ee+e�_,e'�e_'eepe�e�eee°e��e+e�e•♦��•����� ♦--� ` " •�eeeew°e+G^w*+4w�•�woe*e°e�ir�w�i*i°.+.°w°e+e°a*i°w°se°ete°.+eew°i+i°e*+��e+e°eee°� �<;:' �'.';,!?.!ieieieie`a+e�l3`i�ieeeieiei+i+i �eieieiei�ieieieieiii r"i•�'li ►eeee 1 •,��♦eee - • • r� iO4+t�0,7� ►eeeee, ►°+e+ ® �c�oes+ors' • ,►eewe �sete 1°e`J4 oosot rsoo�< n�o++°•off: • © �eeeeoee+° • Y • 14 INS BUILDING B ►wa-v� eeeee, ►e+ewe • � O-�a+e+i+eet .. • eww<.ee _ eee O� v ►a' ,fee°°1, • © v ►E9 a r ■ u t-� +FeyFA 7 t�ievews� O .72 ■•J�' � v2 42 .:.7ocuuu■urrarar�iiiouor..■xa■o■..uw.■. �! 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To�a<� Lu J Q z° E_ w z N Ov a0 CD CD L Q CD > N N O LID LID C M 0 (6 (6 o 3 CD.5 m NN mc/) U) �u I N � o Stir igitall�ig Beni in 3.11. 0 7:31 5 O/s I e NAL ■r ■& J Y J Ln o ao rn Z rn Q (D =) Q � j 6 �i � Z U) > w (n w (n w p J J O Q O w w o Z "'w Lo "I Y c0 m RESUB Nov 13 2023 CITY OF EDMONDS - EVELOPMENT SERVICE DEPARTMENT 7 � U w w z O O a_ p. . a �............... / PROJ. MANAGER: BI '.:.:.:.:.'.'./'.:.:.:.:.:.:.:.:.:.:.:.:.:.:' N / DESIGNED BY: Ms .7 ...............:: a :.:.:..�.................. DRAWN BY: Gs ...: CHECKED BY: Ms P SCALE: AS SHOWN ................... REV. SHEET ........................ '''' ...... (n g 11 /10/2023 4 OF 25 a 13 APPROVAL FOR CONSTRUCTION SHEET NUMBER CITY OF EDMONDS ENGINEERING DIVISION DATE:_ APPROVED AS�NOTED C07 BY: ////r_ e/yy",�12/12/2023 /I CITY ENGINEERING DIVISION v I Y J A o f— r� C C !— L-I I I I/ 0 0 N N (� X �CD ❑ o N m Zr) QW D_ W 00 J J J J U) LLLL ❑�5 ZZ O < ❑W W N (0 WW >W = cn �Q �z Co � c� ry zO �it 12 it 4t W Z oit ❑ 4t W x* Y 4t < 4t a � w 4t Z � a 4* U)FL-: WW <W =W �_ v U) mg as < M Z (V = o O o n1 � LLI Y � J Q >❑00 O W o (� > N Z 0 W (D J J W > 0 � U a c7 }z wm0 m❑Cf) 7iWw ❑LL> ��0 ❑ U) 0 _3 < 21 3� 71 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL NATIVE BA 1— I FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 2" x 2" WOOD/STEEL POSTS o `WIRE MESH FENCE TO SUPPORT FILTER I FABRIC CV i./i./i. BURY BOTTOM OF FILTER N MATERIAL 8" TO 12" 6' MAX 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 REVISION DATE CITY OF EDMONDS FILTER FABRIC FENCE JANUARY 2018 FILTRATION SYSTEMS PUBLIC WORKS I I STANDARD DEPARTMENT DETAIL Fs t 189�3 APPROVED BY: R. ENGLISH E R - 9 00 FILTER FABRIC SILT FENCE PER COE STANDARD PLAN ER-900 FILTER SOCK WITH OVER FLOW HOLES (TYP) iIN NOTES: `CATCH BASIN 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 IS ONE—THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. REVISION DATE CITY OF EDMONDS TEMPORARY JANUARY 2018 SEDIMENT TRAP TPUBLIC WORKS FOR CATCH BASINS STANDARD DEPARTMENT DETAIL FS t . 189 APPROVED BY: R. ENGLISH E R - 9 02 CATCH BASIN INLET PROTECTION PER CITY OF EDMONDS STANDARD DETAIL ER-902 NOTES: -LS A TH IN DE FULL WIDTH 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 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. PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPALLS* < 1/4 ACRE 30 < 1 ACRE 50 < 3 ACRE 100 > 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 REVISION DATE CITY OF EDMONDS STABILIZED CONSTRUCTION JANUARY 2018 ENTRANCE �F=7 PUBLIC WORKS STANDARD DEPARTMENT DETAIL Est 189� APPROVED BY: R. ENGLISH E R - 9 01 CONSTRUCTION ENTRANCE PER CITY OF EDMONDS STANDARD DETAILS ER-901 U Z Y W LU LU LU2<C7 co � <0°d W it 4t It J< J = ~ LU 1 Z Z Z W W S m LU LU LU = Q� p LU Ors O z O W Z O N O O J Z Z O 5 U it w U U z O J z J O w U U U U O a- - a -a_ (Un<m�Q WWZZU LU =) 00 Of Z m m LL ED OJW(/� J LUd 0 U U C)< U) CO U Z Z H W D> Z 0 LU ow=oo > 0 > > U H } W O U W W O U.6 co m < -0 C) o�WW w z m m m J�p< U < 2 < N co M Cl) LU N N O N C)C:)O N < ti N M N CN O C:) L0 co Q 0 LU Z <<q LU J Q LO E w Z _ N Ov 0) CD 0 O L > > < N O > N N o LO C) co N co �" CD CD 3 O N N rn to U) L L 3 PO I WA Digit Iq CO Ben di ' 3.11.10 �f t 7:54 o,� R 540-0' 1 \<v NAL ECG\ CONTOUR LINE (TYP) �0 ANGLE TERMINAL `' END UPHILL 24" TO 48" JP TO PREVENT FLOW 5 AROUND WATTLE (TYP) 2"x2"x24" UN —TREATED WOODEN STAKE (TYP) r ��Q WATTLE TRENCH, SEE NOTE 2 3" MIN 4" MAX STAGGER G�� G. OVERLAPS 0) 5" MAX 2"x2"x24" UN —TREATED iv WOODEN STAKE (TYP) U J Y 8" DIAMETER J LO C) PLAN VIEW WATTLEI DETAIL C:) W O AREA AVAILABLE FOR SPACING VARIES lY ~ 0') Z SEDIMENT TRAPPING SEE WATTLE SPACING (TYP) TABLE TYP 8" DIAMETER WATTLE CD Q > J 6 FIGURE C.3.12.A INTERCEPTOR DIKE ( ) SPACING TABLE U) > Q Z I— �j\\j\\j\/_ SLOPE MAXIMUM SPACING W (n W W Q w WATTLE (TYP) J SEE DETAIL 1 H:1 V 10'-0" O Q O \� .//,\\\�\ , t . DIKE MATERIAL COMPACTED — — — — — 1' Min. depth overflow spillway\��\//�\�/\ 2H:1 V 20'-0" 90% MODIFIED PROCTOR =III=III=III=III=III= / / / / :.: • ..:' • 0� Q = III-1-\\%/ /�\ j\�,\\//\ / W W I I=1 I I=1 I I=1 I I=1 11= 2' MIN. 2 MAX. 2 MAX. =—� `\�\\i\ :.'. 3H:1 V 30'-0" % (nLO 18" MIN. 1 Native soil or 1 5—I ;\�\\��\ \\�\\� ZLo ";1-W compacted backfill L— _— // //< 4H:1V 40'-0" \ \\ \\ \\\/\`Geotextile III=III I=III=I 1— Pump tol approved point SECTIONCO //�\\/l//i.//�/''� - II III II III III III= ofdischar e per Ian >4H:1V ONE RUN ONLY 0� Pump intake to be 1.5' 9 p p WATTLE INSTALLATION ON SLOPES min from bottom R E S U B DIKE SPACING DEPENDS ON SLOPE GRADIENT Nov 13 2023 CITY OF EDMONDS Figure 19. Cross Section of Sediment Trap and Outlet. NOTES: EVELOPMENT SERVICE DEPARTMENT To aid in determining sediment depth, all sediment traps should have a staff gauge with a 1. COMPOST WATTLES RECOMMENDED ON SLOPES. USE STRAW WATTLES IN PAVEMENT APPLICATION. 7 prominent mark 1 foot above the bottom of the trap. FIGURE C.3.12.B INTERCEPTOR SWALE 2. ON SLOPES, INSTALL WATTLES PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOURS. Maintenance INSTALLATION SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 8-01.3(10). 3. RUNOFF SHALL NOT RUN UNDER OR AROUND ROLL. ADDITIONAL STAKING MAY BE NECESSARY TO PREVENT LU• The sediment trap must be continually monitored and regularly maintained. The size UNDERCUTTING. z 2:1 MAX. SLOPE of the trap is less important to its effectiveness than is regular sediment removal. o Remove sediment from the trap when it reaches approximately 1 foot in depth 4. WATTLES SHALL BE INSPECTED REGULARLY, AND IMMEDIATELY AFTER A RAINFALL PRODUCES RUNOFF. REMOVE LEVEL BOTTOM \\\//\\\/\\! (assuming a 1-1 /2 foot sediment accumulation depth). Conduct regular inspections and SEDIMENT AND ACCUMULATIONS WHEN EXCEEDING 1/2 HEIGHT BETWEEN THE TOP OF THE WATTLE AND THE GROUND PROJ. MANAGER: BI 1� ��\�/.\�/\�/`' SURFACE. \ additional inspections after each large runoff -producing storm. DESIGNED BY: Ms %\\ii/\\�i/��ii/�;�ii�ii>�i.�\��\� �� �� >„`�''`\,�\' • Maintain and repair all REVISION DATE temporary and permanent erosion and sediment control DRAWN BY: GS � practices as needed to assure continued performance of their intended function. � JANUARY 2018 CHECKED BY: MS 2' MIN. • Remove all temporary erosion and sediment control measures within 5 business days CITY B F EDMONDS K WATTLE I N STA LLAT I 0 N SCALE: AS SHOWN after final site stabilization is achieved, or after the temporary BMPs are no longer �� PUBLIC WORKS STANDARD REV. SHEET SWALE SPACING DEPENDS ON SLOPE GRADIENT needed, whichever is longer. Remove trapped sediment or stabilize on site. DEPARTMENT DETAIL 8 8 Permanently stabilize disturbed soil areas resulting from removal. 11/10/2023 4 OF O3 Fs t . 189� APPROVED BY: R. ENGLISH E R - 9 03 APPROVAL FOR CONSTRUCTION SHEET NUMBER CITY OF EDMONDS INTERCEPTOR SWALE D SEDIMENT TRAP STRAW WATTLES F ENGINEERINGDIVISIONC08 DATE: APPROVED AS NOTED PER 2016 KC SWDM (�02 PER 2016 KC SWDM (CIO2 PER CITY OF EDMONDS STANDARD DETAIL ER-903 CO2 BY: Vi�C)�J01211212023 CITY ENGINEERING DIVISION A B C D E F G H I J K A B C D E F G H I J K ULU z Y pRl� <ww 10' PROp FbVgY c� Q � °� w EXPANSION I I DUMMY TRgNS ry/ ERA' gSgTFR/q � O 1 ° JOINT ° a d JOINT 9giVFG/oN pTN of pR/VF gPpRo�Fo BRiVgrF LU De z } ui 1 2' MIN SAWCUT a ° v ° 4 O 939 wqY ql c/ly z z z = w m 5-1 2' SEE NOTE 10 a a. ° a a 4 q�° pR0 2 ~ Q F R=1 /2" / R=1 " HMA 4" OR MATCH ° d v v I. \ FRS' 4 2 2� °� O O w z ti I EXISTING, WHICHEVER IS v ° ° d ° a + E 0 0 0 0 Q 00 Q U? z J GREATER v a ° Q cn � J 0 1" BATTER � u.I � O a-- L - w U v U U W¢ m p Q R=1" SEE NOTE 12 ° ° ° as a ` 8 EXPANSION m m m w cn N 0'0,� EXPANSION JOINT w U) w w Of} J 10' O.C. 5' O.C. a /2, JOINT °�P 0_ O 0- a_ o Q ? RF ��� SEE z z z �wz-c� 4 CURB DRIVEWAY 3p•MgY �2NT/q� J� �� _O LLj� O O w LLj= z Q a PLAN VIEW TRANSITIONAL Mq C tit/rVl � _ - - 4 a4 a4 4 �� a (NOT TO SCALE) DETAIL BELOW X (co w O w w U 06 m m Q o0 a U�� DRIVEWAY APPROACH q�) o � w w a4 a4 4 CONCRETE CURB m? co ? Lu O 3 MINUS CSC 18" STANDARD 6"-5/8" 5' MIN 1' AND GUTTER, SEE m m 0 O < 2 I SEE NOTE 11 I MINUS CSTC U 2 FULL DEPTH 1/2" EXPANSION / O6 \ COE STD DTL N m M M Q Q CURB/GUTTER JOINT MATERIAL y'� 6' (TYP) TR-520 EXISTING PAVEMENT w o a o 0 n SEE COE STD 't1/ FULL DEPTH \ ~ N cV cV N STANDARD TYPE A CURB/GUTTER 2% MAX MAX 15' Q ti � - o DTL TR-521 V- 2' MIN _ c) c _ (NOT TO SCALE) -� �2.7 1 /2" EXPANSION SAWCUT � 1/2" /2 R a Q Q v 1 /2�� R �a JOINT 8.39 I O4 7 2� MAX in ao W a v ° v. ° dLu 4 6" CURB SCOPE 7 Z aaa � ° . SECTION A -A NOTES: a a a 2" MIN 5/8" MINUS CSTC DRIVEWAY CURB TRANSITIONAL DETAIL 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. ON NATIVE BEARING SOIL FOR CURB AND GUTTER OR VERTICAL CURBS SEE NOTE 9 2. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. NOTES: w E NOTES: SECTION VIEW z It N o 3. EXPANSION JOINTS SHALL BE PLACED ADJACENT TO ANY STRUCTURE. (NOT TO SCALE) O CURB AND GUTTER SHALL BE POURED SEPARATELY FROM THE SIDEWALK. CITY INSPECTION REQUIRED ON FORM WORK rn o o - PRIOR TO POUR. > Q - °' 4. EXPANSION JOINTS SHALL BE EVERY 10 FEET. 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. Q > c� cYi O > N (V 0) 2O DRIVEWAY APRON INCLUDING WING RAMPS SHALL BE A MINIMUM OF 6" THICK AND SHALL BE PLACED ON 2" OF 5/8" 2. CONCRETE SHALL BE CLASS 3000. � cl) m co 3 5. EXPANSION JOINTS SHALL HAVE 1/2" TO 5/8" WIDE PREMOLDED JOINT FILLER. CSTC COMPACTED TO 95% MAXIMUM DENSITY. co 2 = CD (D3 3. FINISH SHALL BE LIGHT BROOM. 3 CD 0) N N SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. 6. CONCRETE SHALL BE CLASS 3000. O m U) U) i� 3 7. FINISH SHALL BE LIGHT BROOM. 4. SIDEWALK THICKNESS SHALL BE 4". O4 2' ASPHALT SAWCUT MAY BE REQUIRED WITH CURB/GUTTER INSTALLATION. REFER TO COE STD DTL TR-520. 8. CURB SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS. 5. SIDEWALK THICKNESS AT DRIVEWAYS SHALL BE 6" THICK. O5 CONCRETE SHALL BE CLASS 3000. 6. CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK. O6 CURB TRANSITION SHOULD MAINTAIN A SLOPE NO GREATER THAN 8.3%. IF THE SLOPE REQUIREMENT CANNOT BE 9. REMOVAL/REPLACEMENT OF CONCRETE CURB SHALL BE FROM EXPANSION TO EXPANSION JOINT, UNLESS OTHERWISE ACHIEVED, MAXIMUM CURB THE TRANSITION LENGTH SHALL BE 15-FEET. DIRECTED BY CITY ENGINEER. 7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY ENGINEER. O7 MAINTAIN 1/2" LIP AT GUTTER. No 10. A 2-FT MINIMUM ASPHALT SAWCUT MAY BE REQUIRED AS DETERMINED BY CITY ENGINEER. 8. SEE COE STD DTL TR-550 FOR POSSIBLE ROOT BARRIER INSTALLATION. O8 IF DRIVEWAY WIDTH EXCEEDS 15', INSTALL A FULL DEPTH EXPANSION JOINT AT CENTER OF DRIVEWAY. 11. CURB/GUTTER SHALL BE 18" OR AS DIRECTED BY CITY ENGINEER. 9. SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. O9 INSTALL MINIMUM 5-FT TRANSITION PANEL BETWEEN DRIVEWAYS AND WHEN CONNECTING TO EXISTING SIDEWALK. 12. ALL VERTICAL EDGES SHALL BE TACKED. 10. ALL EDGES WITH EXPANSION JOINTS SHALL HAVE RADIUS 10 FINISH SHALL BE LIGHT BROOM. REVISION DATE REVISION DATE REVISION DATE CONCRETE CURB JANUARY 2018 OCTOBER 2018 DRIVEWAY APPROACH JANUARY 2018 - CITY OF EDMONDS AND GUTTER CITY OF EDMONDS CONCRETE SIDEWALK CITY OF EDMONDS TYPE 4 PUBLIC WORKS STANDARD 7�F7 PUBLIC WORKS STANDARD F=7 PUBLIC WORKS STANDARD 4 DEPARTMENT DETAIL DEPARTMENT DETAIL DEPARTMENT DETAIL Fs t 189� APPROVED BY: R. ENGLISH T R - 5 20 FS t 18 9�'j APPROVED BY: R. ENGLISH T R - 5 31 Es t 1891) APPROVED BY: R. ENGLISH T R - 5 41 TWIN j /O G CONCRETE SIDEWALK H DRIVEWAY APPROACH TYPE I I ����°F Wass, CONCRETE CURB AND GUTTER P Dig if�l �i ed PER COE STANDARD PLAN TR-520 C06 PER CITY OF EDMONDS STANDARD DETAIL TR-531 C06 PER CITY OF EDMONDS STANDARD DETAIL TR-541 C06 I COBe10 di •� 3.11. 0 C-r 8.1 & Z 10' 30' 10' z p s,9®�'00' �� ~- T ID RFGISTER�G� f3'-5/8" "--RPM TYPE 2 �SS1ONAL NOTES: f3 -1/8' PIPE ALLOWANCES ❑ (TYP) YELLOW - 1. TREE GRATE SHALL BE URBAN PIPE MATERIAL MAXIMUM CENTERLINE AND LANE LINE CENTERLINE INSIDE DIAMETER WHITE - ACCESSORIES MODEL KIVA 3'x3' OR LANELINE 5 SHALLLENT. TREE GRATE BE URBAN ACCESSORIES REINFORCED OR PLAIN CONCRETE 12 2�-I 10 I 30' I 10 5 _~-r MODEL TYPE "S" OR EQUIVALENT. RPM TYPE 2 --,` 4' 2. SLOTS IN GRATE SHALL BE NO ALL METAL PIPE 15" �_ ❑ (TYP) ❑�_ GREATER THAN 1/2" IN ONE SEE APPLICABLE STANDARD DETAILS YELLOW DIRECTION. FRAME AND GRATE SOLID WALL PVC 15"z z (WSDOT STD SPEC 9-05.12.(1)) 0 3. HOLES (SQUARE OR ROUND), SHALL oD 00 N BE NO GREATER THAN 1/2"IN ,� PROFILE WALL PVC 15" o DIAMETER. oOO� �Ooo (WSDOT STD SPEC 9-05.12(2)) a O O o NO -PASS LINE AND TWO-WAY LEFT -TURN CENTERLINE YELLOW o 4. WITH ELONGATED OPENINGS, LONG O� O O DO N DIMENSIONS SHOULD BE o �� OO DO �� o S" 30 - z PERPENDICULAR TO THE DOMINANT OD D�DO�OD�DO DOO O o a Ww DIRECTION OF TRAVEL. Q�� OOQ °DD� �D���QOO OD O �`L�' 2p•� s„ 2---I ---2 J Y 3' 9' 3 9 3' 9' 3 9 3 _ ���0°°OD�DO�OaO��pXN Ln 00 5. ROOT BARRIER SHALL BE 24" DEEP o O Fj O �i AND SHALL BE MADE OF 000���00o°o°OD000 0 0 000o°°ooDD���oo 0 N cn U- BIO-BARRIER TRIFLURALIN, AS ROOT \2' , 4 6 OR 12 WHITE r 0 ° CONTROL CHEMICAL OR APPROVED TI wco m LLJ00 o W EQUAL. WIDE DOTTED LANE LINE 0 t z � Q j J 6 JJ 6 6. BACKFILL SOIL FINAL GRADE SHALL NOTES: D w F NOT BE HIGHER THAN THE TREE ADA STANDARD 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE z � > w ROOT FLARE. ROOT FLARE SHALL BE TREE GRATE RISER SECTION WITH WSDOT STANDARD SPECIFICATION 9-05.50(3). z _ SET 3' BELOW THE TOP OF GRATE. (SEE NOTES 1-4) LLJ (n LJJ Lli 1--- I- Q 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FOG LINE WHITE, J 0 LLI z_ FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER SEE NOTE 1 i z Q �' �\�� �,M/,y FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY I 40' 40' I O Q O z o FINISH GRADE CONCRETE 2 TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT Q = DECIDUOUS TREE PLANTING PAVEMENT 2'' BE PLACED IN KNOCKOUTS. ; LJ,J o TREE GUARD (OPTIONAL) ti6 ti U) LO 24" DEPTH APPROVED ROOT BARRIER �� '�/N 3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF z Lli MATERIAL WRAPPED ENTIRELY AROUND ALL JOINTS, RINGS, RISERS AND FRAMES. RPM TYPE 2 !A SIDES OF PLANT PIT. ❑ ❑ TYP ❑ Y o SEE NOTE 5. n 4. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX '� ( ) YELLOW - m z FINISH GRADE DIAMETER OF 20". KNOCKOUTS MAY BE EITHER ROUND OR DOUBLE o * CONCRETE PAVEMENT CENTERLINE RES U B o 3" SEE NOTE 6 0 "D" SHAPE. Y a 10 5. THE MAX DEPTH FROM THE FINISHED GRADE TO THE DOUBLE CENTERLINE AND DOUBLE LANE LINE Nov 13 2023 a '; PIPE INVERT IS 5'-0 YELLOW - CITY OFEDMONDS DOUBLE I EVELOPMENTSERVICE z 04//j//j/ //j//j�/j//�/, 6. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION CENTERLINE U) 7 \j\\%/\\j //\\j\ n AND RISER SECTION SHALL NOT EXCEED 1/2"/FT. io 7 >\\//\\ ' COMPACT SUBGRADE 7. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE = w ��%/% //% TO 95% (TYP) WITH STANDARD SPECIFICATIONS. MATING SURFACES SHALL WHITE \j ``\� BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY NOTES: WIDE LANE LINE U) �j\j : •' :..- //� BACKFILL SOIL COVER POSITION. w w a \\\/i/,////\j// ///\�//\//��j//////���\ (MEASUREMENT AT THE TOP OF THE BASE) 8, VERTICAL EDGE OF RISER SHALL NOT BE MORE THAN 2" 1. FOG LINE SHALL BE WHITE ON THE RIGHT EDGE OF TRAVEL LANE. z 0 O I- v \\�, /\\\�`� 1 12" DEPTH LIGHTLY COMPACTED PRECAST BASE SECTION FROM VERTICAL EDGE OF CATCH BASIN WALL. p � I- IF HARDPAN, NATIVE SOIL 3-WAY PLANTING SOIL 2. ALL PAVEMENT MARKINGS SHALL CONFORM TO SECTION 8-22 PAVEMENT MARKING OF WSDOT/APWA STANDARD SPECS. = CO MUST BE SCARIFIED STRIPES SHALL BE CONSTRUCTED WITH HIGH REFLECTIVE DOUBLE COAT WATER BORNE PAINT UNLESS OTHERWISE NOTED. o �, REMOVE ROOT BALL WRAP PROJ. MANAGER: BI = o OR WIRE BASKET 3. RPM COLOR SHALL MATCH TO COLOR OF MARKING WHICH IT IS SUPPLEMENTING. DESIGNED BY: MS w REVISION DATE DRAWN BY. GS J Q REVISION DATE MARCH 2O23 REVISION DATE CITY OF EDMONDS ROADWAY PAVEMENT JANUARY 2018 CHECKED By. MS 'W� CITY OF EDMONDS APRIL 2019 CATCH BASIN TYPE I CITY OF EDMONDS TREE GRATE STRIPING FOR COLLECTOR SCALE: AS SHOWN z � o m PUBLIC WORKS STANDARD PUBLIC WORKS STANDARD �� PUBLIC WORKS STANDARD REV. SHEET JW> 8 DEPARTMENT DEPARTMENT DETAIL DEPARTMENT AND ARTERIAL STREETS o 8 D ETAI L DETAIL 11 /10/2023 w m o Fs t 1 B 9,3 APPROVED BY: R. ENGLISH T R- 5 51 Fs t. 1 g 9 APPROVED BY: R. ENGLISH S D- 3 0 3 Fs t 189� APPROVED BY: R. ENGLISH T R- 5 61 4 13 cn APPROVAL FOR CONSTRUCTION SHEET NUMBER w CITY OF EDMONDS Q' TREE GRATE J CATCH BASIN TYPE 1 K ROADWAY PAVEMENT STRIPING L ENPROVEDASNGINEERING TEE SION w O Q DATE: APPROVED AS NOTED C09 o � o PER CITY OF EDMONDS STANDARD DETAIL TR-551 �O7 PER CITY OF EDMONDS STANDARD DETAIL SD-303 C05 PER CITY OF EDMONDS STANDARD DETAIL TR-561 C06 BY: ���zi12i2o2s U J Q CITY ENGINEERING DIVISION A In B In C In D m E In F In G m H In I In J AL K C f- LJ 1 1 1/ I z 0 0 N N 0x �CD ❑ o N m z❑ Qw aw J 00 > 00 J J U) L7L ❑� Z Z ❑w w N co wW >w Q= = cn �Q �z co � ct7 ry zO �it �4t W* z 0it 7i* o4t 4t < a4 a- 4t w 4t z a 4t U)FL-: ww aw =w �_ �U) za a Q M Z N =o O N � o � LLI Y � J Q >❑00 U w o (� > N z`ncy) w_ J J W > 0 � U }z wmo m❑Cf) �ww ❑LL> �00 ❑U� 0 _3 Q am gm 3m sm 3m w z J Z RESIDENCE a- w 0 o- CLEANOUT D- N WITH 45' BEND AND 2' CAP CLEANOUT (MAX) f(TYP) 771 NOT TO EXCEED 100' BETWEEN CLEANOUTS CLEANOUT (WYE WITH CAP AND CLEANOUT COVER) AND z CONCRETE LEVELING COLLAR w of uj 0_ O 12" LOCKING COVER of SEE NOTE 3 r12"t FINISHED GRADE CL j w O END OF PIPER GRIPPER PLUG Q Dc (CHERNE 27061 OR APPROVED F EQUAL) i m 0 WATER TIGHT CAP RISER LEVELING COLLAR 45' SEE NOTE 4 45' 12" PVC SLEEVE N / 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 z SEE NOTE 3 AT PROPERTY LINE/CITY EASEMENT w � LEVELING COLLAR NOTES: j a_ w SEE NOTE 4 O N a- a- ASPHALT SURFACE 1. SEWER PIPE SHALL BE SDR-35 AND JOINTS SHALL BE GASKETED. T2" t 2. PIPE SLOPE TO BE 2% MIN AND UP TO 50% MAX. 3. SEWER CLEANOUT COVER TO BE EAST JORDAN IRON WORKS 1 FOOT LONG 12" PVC PRODUCT #00366102 STAR PIPE COSP48L OR APPROVED SLEEVE EQUAL. 6" RISER END OF PIPE GRIPPER 4. LEVELING COLLAR SHALL BE CONSTRUCTED AS FOLLOWS: PLUG (CHERNE 270261 OR APPROVED EQUAL) 0IN 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 REVISION DATE CITY OF EDMONDS JANUARY 2018 SEWER CLEANOUT DETAILS F PUBLIC WORKS STANDARD DEPARTMENT DETAIL St. 189� APPROVED BY: R. ENGLISH SS -ZOO SSS CLEANOUT PER CITY OF EDMONDS STANDARD DETAIL SS-200 C07 FINAL JOINT SHALL BE A NEAT SAW CUT STRAIGHT LINE. ALL EXPOSED VERTICAL HMA CLASS 1/2" EDGES SHALL BE TACKED NEATLY PER PG 58H-22 WSDOT STANDARD SPECIFICATIONS 5-04.3(4) (SEE NOTES 4 & 5) 1' APPROVED TACK OR APPROVED EQUAL AND SEALED PER WSDOT STD 5-04.3(4)A. 1' SLOPE EXCAVATION TO AVOID UNDERMINING EXISTING PAVEMENT. EXISTING :. .......:....:...........:................. ... .... .:.. .:.........:.. HMA•••••••••••••••••••••••••••••••••••••••••• ........................•••••• EXISTING MATERIAL\/\\� a BEDDING MATERIAL (1-1/4" MINUS) CRUSHED SURFACE BASE COURSE (SEE NOTE 3) IMPORT BACKFILL SHALL BE COMPACTED TO 95% MAXIMUM DENSITY (SEE NOTE 2) TRENCH WIDTH 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 OF 6", AND SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 6". 4. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" FOR RESIDENTIAL ROADS AND 6" FOR COLLECTORS/ARTERIALS. 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 ENGINEER, THE HMA SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 2". 7. FINAL PAVEMENT JOINTS SHALL BE NEATLY SAW CUT AND UNIFORMLY SEALED WITH WSDOT STANDARD SPECIFICATIONS 5-04.3(4)A APPROVED JOINT SEALANT OR APPROVED EQUAL. REVISION DATE CITY OF EDMONDS TYPICAL HMA AND APRIL 2021 UTILITY PATCH PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fs t 18 9� APPROVED BY: R. ENGLISH G U - 41 0 TYPICAL HMA AND UTILITY PATCH (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. wz J w o 0-1 LOCKING CLEANOUT COVER PER COE STD DTL SS-200 o_ zww J > W z O? � �7- 0 LLd LLLI 0 D- a 22.5' OR 45' BEND l0V) �a<U 6" TEST TEE a 0 m 6" LATERAL SEWER SLOPE - 2% MIN TO 50% MAX 6" WYE/6" ROMAC SADDLE SEE NOTES 1 AND 2 IF POSSIBLE 10' SEWER MAIN LOCATION 22.5' OR 45' BEND 6" TEST TEE f 6" TEE POSSIBLE SEWER MAIN LOCATION NOTES: 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. REVISION DATE CITY OF EDMONDS FEBRUARY 2018 NEW LATERAL SEWER �rrT' PUBLIC WORKS STANDARD DEPARTMENT DETAIL ES t 189 � APPROVED BY: R. ENGLISH S S - 2 0 2 NEW LATERAL SEWER / iv PER CITY OF EDMONDS STANDARD DETAIL SS-202 COT PROPERTY LINE O R.O.W. FINISHED GRADE I� �I METER SUPPLIED �- BY CITY O BALL VALVE----- G I I H I Li �O Li _ @K DIRECTION - -� OF FLOW 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 B84-4440 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-11-44 OF 1" CC TAP SERVICE SADDLE EQUAL TO ROMAC 101 S 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 O FOR VACANT LOT (FUTURE USE) LOCATION MARKED WITH PAINTED 2" X 4" STAKE WITH "WATER" STENCILED ON IT lO 14 GA. VINYL COATED WIRE TRACER (TAPED TO PLASTIC PIPE EVERY 10') TO BE GROUNDED AT METER AND HOUSE JO 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 O 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. REVISION DATE CITY OF EDMONDS 1 " WATER SERVICE JANUARY 2021 (FOR 3/4" & PUBLIC WORKS 1 " METERS) STANDARD DEPARTMENT DETAIL St. . 18 9,3 APPROVED BY: R. ENGLISH WA- 130mmmmmmw Illm 1" WATER SERVICE INSTALLATION PER CITY OF EDMONDS STANDARD DETAIL GU-410 COT PER CITY OF EDMONDS STANDARD DETAIL WA-131 .. r - /\�/ SEE COE STD DTL GU-410 rn � / / / // // wLd BEDDING MATERIAL (5/8" MINUS) 6' ' MIN / / / / / / / CRUSHED PER COE MOD 9-03.16.A.2 / // / // // OR SUITABLE EXCAVATED MATERIAL AS APPROVED BY CITY ENGINEER Z / / / (SEE NOTE 2 BELOW) O // / // / w 6" MIN // // FOUNDATION (IF REQUIRED) // / // / SEE NOTE 4 8" MIN 8" MIN 0�NlI21 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 2. REFER TO CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF WSDOT STANDARD SPECIFICATIONS FOR MATERIAL GRADATION AND ADDITIONAL INFORMATION. 3. TRENCH BACKFILL SHALL MEET A MINIMUM COMPACTION OF 95% DENSITY PER ASTM D 1557. 4. IF UNSTABLE MATERIAL IS ENCOUNTERED BELOW PIPE ZONE, CONTRACTOR SHALL REMOVE AND REPLACE AS REQUIRED BY CITY ENGINEER. REVISION DATE CITY OF EDMONDS JANUARY 2018 TYPICAL TRENCH SECTION �F=7 PUBLIC WORKS STANDARD DEPARTMENT DETAIL ES t 189'3 APPROVED BY: R. ENGLISH G U - 40 0 UNDISTURBED NATIVE VEGETATION UNDISTURBED NATIVE SOIL TYPICAL TRENCH SECTION PER CITY OF EDMONDS STANDARD DETAIL GU-400 C06 & C07 UNDISTURBED PLANTS UNDISTURBED • • UNDISTURBED I II I I !I I _ = • I'I III �� I II �I,I I' III d �i ,�l�l�101ti�j I��� j�� .cllcl�fl% _ lLcILcIL�O.��LclLcUNDISTURBED NATIVE SOT OPTION 1 - NO DISTURBANCE PLANTING BEDS TURF LAWN AREAS 2" ORGANIC MULCH //j/�Z;/' / GRASS: SEED OR SOD I-III-TFI'1`flf=I1 I I I I E-EEI I I -III -III -III -I I ° I I -I I I -I I I -I I -I I -I I -I 1 I 3" OF COMPOST =1 I I -I I I -I I -I I I -I I I -III II I I I-I-III-IIIIII --I-III II =1I E�] I IE I 11=1 11=I I -I I -I ElII=III=III=III=III=III=11 11=I I =1I =1 =1 1 I -III -III -III -I 1.75" OF COMPOST INCORPORATED INCORPORATED INTO 5" OF 11=III-III=III=III-III-I =111-I I IElI-III-1 T 1=1 T 1 =III=III=III-III-III-III 111=1 T 1=1 T 1=1TI=1TI=11 INTO 6.25" OF SITE SOIL (TOTAL SITE SOIL (TOTAL AMENDED III Ell II=III=III-III-III-III 11=1 II -III -III -III -III -III -III AMENDED DEPTH OF 9.5", FOR A DEPTH OF 9.5", FOR A =III=III=III=III-III-III III=III=III-III-III-III-II SETTLED DEPTH OF 8") SETTLED DEPTH of 8") 111E111EI I I-111-I 11-I 1=1 =111=III=III-III-III-III 1=I 11=I III -III 11=I 11=1 1=1 11=1 I I -III -III -III -III -II 1-I I -I I -I I I -III -III -I I =III=III-III-III III-IIII I 8" 11=1 1=1 E II„III 1=1 I -III -III -I I III SUBSOIL SCARIFIED 4" BELOW ,III ,III-111 111 - SUBSOIL SCARIFIED 4" BELOW COMPOST AMENDED LAYER �• - II_ _ COMPOST AMENDED LAYER(12" (12" BELOW SOIL SURFACE) = I' BELOW SOIL SURFACE) 12 OPTION 2 - AMEND IN PLACE OR STOCKPILE AND AMEND GENERAL NOTES: PLANTING BEDS TURF (LAWN) AREAS 1. AREAS OF NO DISTURBANCE 2" ORGANIC MULCH /��/ /� / //��/Mx/GRASS: ��,���1�/,�� �I 011 SEED OR SOD SHALL BE FENCED AND EXISTING VEGETATION AND SOIL SHALL BE PROTECTED FROM CONSTRUCTION =1 I-flT I II 1=1 I I -I I I 11=1 I -I I -I I -I 11=1 11=1 1=1 I I I I 1=1 11=1 11=1 11=1 I I 111=1 11=1 11=1 11=1 11=1 11=1 IMPACTS. 6" IMPORTED -I I I -I I -I I -I I -I I I -III III -III -III -III -III -III -I 1F:III=III=III=III=III-III 1=1 11-1 11=1 11=1 11=1 11=1 I III -III -III -III -III -III -III 1=III=III-III-III-III=III 6" IMPORTED 2. TO MEASURE SETTLED DEPTH, WATER SOIL SUFFICIENTLY TO TOPSOIL MIX (COMPACTED III=III=III-III=III=III- 11-I I I-1 I I-1 I I-1 I I-1 I I-1 I I II-IIF=-- �II�III=1 1=1 I I-11 �11 -11 �I I �I I TOPSOIL MIX (COMPACTED FULLY SATURATE WITHOUT DEPTH) III-III-III=III-III-III=1 I FEI I I-1I I -I I I -I 11=1 1-11 6" III=III=III=III=III= III =III 1=1 11=1 11=1 11=1 I=1 1=1 III DEPTH) CAUSING EROSION. III 111EIII=III-III-III=1 -III -III III=III=III=III 3. COMPOST SHALL MEET SPEC. F `-11 11=,. ,-I' II-,. -1' I- REQUIREMENTS IN THE 2017 SUBSOIL IS =1 11= -11 1- =1' I' II 11= =11 - 11 I_ SUBSOIL IS EDMONDS STORMWATER SCARIFIED 6" - I_ J, SCARIFIED 6" ADDENDUM (CHECKLIST 7). BELOW IMPORTED - B LOW PORTED 4. COMPACTION OF TOPSOIL (WHERE TOPSOIL MIX 12" TOPSOIL MIX REQUIRED) TO BE TO 85% (MAX) -I I- OF THE MAXIMUM DRY DENSITY PER MODIFIED PROCTOR TEST OPTION 3 - IMPORT TOPSOIL (ASTM D1557). REVISION DATE POST CONSTRUCTION SOIL DECEMBER 2017 CITY OF EDMONDS QUALITY AND DEPTH PUBLIC WORKS STANDARD DEPARTMENT DETAIL St. 189,3 APPROVED BY: S D - 6 42 POST CONSTRUCTION SOIL QUALITY AND DEPTH SA PER CITY OF EDMONDS STANDARD DETAIL SD-642 �O2 r. U Z Y W ��QC7 ors w it 4tIt J Q J= ~ Lu 1 z z z w W CO w 2 w 2 wl 2 =Q�Ow� ~ Q U c U Z O w Z O N O O J Z Z O D U U z O o J z - p w U w U U U O w C m p Q d 0 D- a- CE10) w W W Z m Z in IL w LL _ OJWc/� � J d 0 d Q U j U z U z z H W> Z 0Lu00 0 C) > > > U } W O U W W O U coF m Q 0C) 2 p w w w z m m m 3 J 0 p Q U Q 2 Q M M coLu NCN 0 N o N 0 N 0 Q ti N CO N 0 O M 0 0 W Z aa Lu J Q Ln E w _ Ov °0 Cy)L 0 0 o o Q N O> N N (5LO LO C �M a) (6(6-1� co a)" CD CD 3 O :t N N rn�� 6LL 3 mE X J Y J LO O 0- 0 P- 00 W � 0"-� z_ � Q j J 6 z U) I— J O Q O o W W ~ C) > U) L0 W z L0 ";I- m � RESUB Nov 13 2023 CITY OF EDMONDS EVELOPMENT SERVICE DEPARTMENT 7 w z O U w O a_ PROJ. MANAGER: BI DESIGNED BY: MS DRAWN BY: GS CHECKED BY: MS SCALE: AS SHOWN REV. SHEET 11 /10/2023 4 10 8 OF 13 APPROVAL FOR CONSTRUCTION SHEET NUMBER CITY OF EDMONDS - ENGINEERING DIVISION DATE: APPROVED ASNOTED BY: yyw(�12/12/2023 clo CITY ENGINEERING DIVISION v A m I- r-% C C f— LJ I I 1/ I T 0 0 N N x O M C, p Zo Qw aw J J m J J U) LLL ❑Fn Zz oQ ❑w W N cn wW Qw �Q vz �(D Zry 0 CD Z 0 o Lu y W Z d U H W W > cf) Q F- = W W LO W c4 g Qa Q� Z CO = o ON � O �w Y � J Q >m00 U W> () N z U) W C7 J Jw>_ U ()f U a O .. E}Z LI m❑� �wW w20 H U Q Q 3� J IIIIIIIII■ MECHANICAL PLUG EXTEND CLEANOUT 2" ABOVE ASPHALT/ DESIGN PONDING ELEVATION CONCRETE OR PER PLAN 4" STREAMBED COBBLES PER WSDOT 9-03.1 1(2) DESIGN PONDING ^ ELEVATION TRAFFIC RATED, IRCULAR LOCKING AST VALVE BOX PER ANUFACTURER ECOMMENDATIONS, EE NOTES 1 AND 2 iv `MECHANICAL PLUG _ ADD VALVE BOX - EXTENSION OR SOIL PIPE AS NECESSARY TO ACCOMMODATE O.D. OF RISER PIPE SOIL TIGHT 45' BEND CLEANOUT COVER IN PAVED AREA WYE �I SOIL TIGHT LAWN/ NDS PRO SERIES VALVE COUPLER LANDSCAPE BOX WITH LOCKING " MIN COVER, OR EQUAL. SEE UNDERDRAIN PIPE, - 6(MIN) NOTES 1 AND 2. PER PLANS 4" (MIN) �oU00 O�oo�O 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. REVISION DATE CITY OF EDMONDS STORM DRAINAGE DECEMBER 2017 CLEANOUT PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fs t 189,3 APPROVED BY: R. ENGLISH S D — 61 9 STORM DRAINAGE CLEANOUT / rc PER CITY OF EDMONDS STANDARD DETAIL SD-619 C06 OBSERVATION WELL 6" SOLID -WALL PVC FROM RIM DOWN TO 68.33 & 6" SLOTTED PVC FROM 68.33 TO 66.33 W/ SEALED PLUG @ 66.33. JOINT BETWEEN SLOTTED & SOLID -WALL PVC TO BE BONDED FOR WATER -TIGHT SEAL COMPACTED _ BACKFILL WASHED ROCK 1 1 /211- 3/411 GEOTEXTILE FOR UNDERGROUND DRAINAGE FILTRATION PER WSDOT STANDARD SPECS TOP OF FACILITY 68.33 SURFACING 6" SLOTTED PVC F PER PLAN � PIPE LAID FLAT IE 67.33 1.50' MIN. 1.00' BOTTOM OF FACILITY & 12.00' - SCARIFIED SUBGRADE 66.33 INFILTRATION TRENCH #1 SCALE: 1 "=2' CD Of a w SURFACING PER PLAN GEOTEXTILE FOR UNDERGROUND DRAINAGE FILTRATION PER WSDOT STANDARD SPECS COMPACTED • BACKFILL ��\\ WASHED ROCK 1 1 /211- 3/411 \� c 3.3' PLASTIC o v o 0 G EOM E M B RAN E ALONG FACILITY PERIMETER ul 0.2'± J u w a VARIES 0. 19.8'— ON-STREET_ PARKING 211 HMA GRIND AND OVERLAY VARIES cf) Y Z W LLI ❑ 2 Q Lu LLI 0s W aQJ2 k *kk LLI�E5~ui 1 Z Z Z W W�0}0� W 2 W 2 W 2 = Tp O W F- ~QUcn�z (z W Z O N O O z O_ U UU W z0o-z 0 0— > w U U U U d d d cW0inOQ W W Z Z U LL W D m Ix z m m W LL 0_jLUcn� d Z d d a U 0< W Z U Z Z H W ❑> Z O W O O p W 0 v)Wcncn > 0 > > WW=Z❑ U11}0� WOW U W Q ❑ ❑ Lu oz�o m m m ly- w00< Q 2 N M M CM Q � Q N ti O N O N N 0 H c) O M Lj 0 a o�i W Lu aaa J Q o, z LO CD J .0' m 3 CD 10.2' LID E �3.0 z N V co 7.3' w o 3co cy) Q O> N N 0) .�--. O LO Lo U �cM N c6Cfl7 0.5' o .� Z6 N N 3 s 1.50% rnU)CO 6" HMA OR MATCH EXISTING, �SIDEWALK 1O'CONCRETE WHICHEVER IS GREATER PER PER COE COE STD PLAN GU-410 STD PLAN TR-531 (IN AREAS OF UTILITY TRENCHING) STREET TREE IN 3'x3' 6" CSTC 5/8" PER COE STD PIT W/ STREET TREE TR-520 (IN AREAS OF UTILITY GRATE PER COE STD TRENCHING) PLAN TR-551 COMPACTED SUBGRADE CONCRETE CURB AND GUTTER (OR MATCH EX SECTIONS IF PER COE STD TR-520 GREATER - IN AREAS OF UTILITY TRENCHING) TYPICAL CROSS SECTION - 5TH AVE S F-F 1 "=5' COE OBSERVATION WELL 6" SOLID -WALL PVC FROM RIM DOWN TO 73.70 & 6" SLOTTED PVC FROM 73.70 TO 71.70 W/ SEALED PLUG @ 71.70. JOINT BETWEEN SLOTTED & SOLID -WALL PVC TO BE BONDED FOR WATER -TIGHT SEAL 6" SLOTTED PVC PIPE LAID FLAT 1--�T@ I E 72.70 fr— TOP OF FACILITY 73.70 INFILTRATION TRENCH #2 SCALE: 1 "=2' IN 4j, Sigr o = n I� i 3.1 Tess ONAL 1 J Y J L0 � O 0- 0 rn z rn co (D < � Q U 6 �U)3 "� J wc)w w cf) ~ Qz wp w Q = 2 z U w — LID m c0 RESUB Nov 13 2023 CITY OF EDMONDS EVELOPMENT SERVICE DEPARTMENT 7 W Z o U Lu PROJ. MANAGER: BI DESIGNED BY: MS DRAWN BY: GS CHECKED BY: MS SCALE: AS SHOWN REV. SHEET 11/10/2023 4 11 8 OF SHEET NUMBER APPROVAL FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED BY: �17i2yGvrwek12/12/2023 11 CITY ENGINEERING DIVISION A m m m r m rl m C m 1177 m n m L_1 m m I At Iz A o t- r N f- L-1 1 1 1/ ■i T O O N N (7 x > O ❑ O O M C, p Z 0 QW aW J J m J J U) LOL ❑ Fn ZZ OQ ❑ W W N (n�5 W W Q W 2 = Q Z (D Z ry � O CD t] Z Oit W elf W Z 0_ U) H W W Qw =W LO � a z Q Q � Z CO = o ON � O C11� �w Y � J Q C) Oo U W O U) > N z U) W CD J J Lu > U ()f C) a O .. w.. Z m0 m❑U) 2 LU Z)LLLU WHO I.-_ rn U Q Q 01111111111 91111111110 SITE SPECIFIC DATA Structure ID B10 Od #1 ID Treatment Flow Rate (cfs) 0.0125 Peak Flow Rate (cfs) 0.15 Rim Elevation 71.90 Top of Vault Elevation 71.56 Pipe Data Pipe Location Pipe Size Pipe Type Invert Elevation Inlet I E & SE 1 6" 1 PVC 69.05 & 68.70 Outlet I N 6" 1 PVC 1 67.38 Notes: PERFORMANCE SPECIFICATIONS Treatment Flow Capacities:* NJDEP 80% Removal, 75 micron 0.032 cfs WA Ecology GULD - Basic, Enhanced & Phosphorus 0.029 cfs Bypass Capacity 5.0 cfs •Contact Oldcastle for attemative treatment flow capacities. 012" RCP MAX. INLET ALTERNATE INLET LOCATION - II ��> I INLE11 T' J OUTLET ALTERNATE OUTLET LOCATION J J 012" RCP MAX. OUTLET A�1� DIVIDER WALL PLAN VIEW 036" BOLTED & GASKETED ACCESS COVER, FIELD POURED CONCRETE COLLAR REQUIRED, BY OTHERS. RIM 4" MIN TO 5' MAX COVER F -1 _ _ _ _ _ _I F_ -1 (SEE NOTE 1.B) 3 VARIES I I INLET WINDOW I I I I 6-1-1/4" MIN I I III I I III 13'-10" MAX I I I ENERGY DISSIPATION STONE - 2" MULCH 4' o" III - III 3'-10" III DIVIDER WALL III I + INLET 2 8„ ! t 1 - 6 2'-2" [26"] DROP BYPASS WEIR I ! - StormMixTM MEDIA RECOMMENDED, 6" MIN. III III ;;LOUTLET '� �LQ 6"DRAIN ROCK _ 6„ _F__ 14 I LJ UNDERDRAIN PIPE OPTIONAL DRAIN 1'-6" DOWN DEVICE LEFT END VIEW ELEVATION VIEW 31111111111 NTS S C06 SITE SPECIFIC DATA Structure ID B10 Od #2 ID 5'-0" Treatment Flow Rate (cfs) 0.0163 4'-0" Peak Flow Rate (cfs) 0.18 Rim Elevation 77.30 012" RCP MAX. INLET r Top of Vault Elevation 76.96 I 1 5 Pipe Data Pipe Pipe Pipe Invert ALTERNATE INLET LOCATION Location Size Type Elevation Inlet E & SE 6" PVC 75.42 & 74.38 - - Outlet N 6" PVC 72.75 ��> I INLET Notes: _ I I PERFORMANCE SPECIFICATIONS 5'-0" 4' 0" a Treatment Flow Capacities:*No I I NJDEP 80% Removal, 75 micron 0.032 cfs �E� I OUTLET WA Ecology GULD - Basic, 0.029 cfs - Enhanced & Phosphorus - Bypass Capacity 5.0 cfs Contact Oldcastle for alternative treatment flow capacities. ALTERNATE OUTLET LOCATION DIVIDER WALL 012" RCP MAX. OUTLET PLAN VIEW J I VARIES I INLET WINDOW I III I I III III j 4"0" INLET 2'-2" [26"] DROP RECOMMENDED, 6" MIN. III III - 611AE OPTIONAL DRAIN DOWN DEVICE LEFT END VIEW 036" BOLTED & GASKETED ACCESS COVER, FIELD POURED CONCRETE COLLAR REQUIRED, BY OTHERS. RIM 4" MIN TO 5' MAX COVER (SEE NOTE 13) I I I I 6-1-1/4" MIN 13'-10" MAX I I I i I ENERGY DISSIPATION STONE 2" MULCH DIVIDER WALL 2'-8„ III I 1'-6" BYPASS WEIR I I� StormMixT"I MEDIA 6" DRAIN ROCK UNDERDRAIN PIPE NTS ELEVATION VIEW T C06 )TES: 1. DESIGN LOADINGS: A. AASHTO HS-20-44 (WITH IMPACT) B. DESIGN SOIL COVER: 5'-0" MAXIMUM C. ASSUMED WATER TABLE: BELOW BASE OF PRECAST (ENGINEER -OF -RECORD TO CONFIRM SITE WATER TABLE ELEVATION) D. LATERAL EARTH PRESSURE: 45 PCF (DRAINED) E. LATERAL LIVE LOAD SURCHARGE: 80 PSF (APPLIED TO 8'-0" BELOW GRADE) F. NO LATERAL SURCHARGE FROM ADJACENT BUILDINGS, WALLS, PIERS, OR FOUNDATIONS. 2. CONCRETE 28-DAY MINIMUM COMPRESSIVE STRENGTH: 5,000 PSI MINIMUM. 3. REINFORCING: REBAR, ASTM A615/A706, GRADE 60 4. CEMENT: ASTM C150 5. REQUIRED ALLOWABLE SOIL BEARING CAPACITY: 2,500 PSF 6. REFERENCE STANDARD: A. ASTM C890 B. ASTM C913 C. ACI318-14 7. THIS STRUCTURE IS DESIGNED TO THE PARAMETERS NOTED HEREIN. ENGINEER -OF -RECORD SHALL VERIFY FY THAT NOTED PARAMETERS MEET OR EXCEED PROJECT REQUIREMENTS. IF DESIGN PARAMETERS ARE INCORRECT, REVIEWING ENGINEER/AUTHORITY SHALL NOTIFY OLDCASTLE INFRASTRUCTURE UPON REVIEW. 8. INLET AND OUTLET HOLES WILL BE FACTORY CORED/CAST PER PLANS AND CUSTOMER REQUIREMENTS. INLET AND OUTLET LOCATIONS CAN BE MIRRORED. 9. CONTRACTOR RESPONSIBLE TO VERIFY ALL SIZES, LOCATIONS, AND ELEVATIONS OF OPENINGS. 10. CONTRACTOR RESPONSIBLE TO ENSURE ADEQUATE BEARING SURFACE IS PROVIDED (I.E. COMPACTED AND LEVEL PER PROJECT SPECIFICATIONS). 11. SECTION HEIGHTS, SLABNVALL THICKNESSES, AND KEYWAYS ARE SUBJECT TO CHANGE AS REQUIRED FOR SITE REQUIREMENTS AND/OR DUE TO PRODUCT AVAILABILITY AND PRODUCTION FACILITY CONSTRAINTS. 12. MAXIMUM PICK WEIGHTS": A. TOP: XX,XXX LBS B. BASE: XX,XXX LBS• (' COMBINED WEIGHT OF BASE INCLUDES BYPASS WEIR, DIVIDER WALL, ROCK & MEDIA) 13. INTERNALS SHALL CONSIST OF UNDERDRAIN PIPE, ROCK, STORMMIX11 MEDIA, MULCH, DIVIDER WALL, BYPASS WEIR AND OPTIONAL DRAIN DOWN. 0 oiaessilift lnkastructuW Aa1C01MN1 Ph : NO 5798819 1www.dtlr stleinhastn iul".PPWSk I., THIS DOCUMENT IS THE PROPERTY OF OLDCASTLE INFRASTRUCTURE, INC. T IS CONFIDENTIAL, SUBMITTED FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE USED IN ANY WAY INJURIOUS TO THE INTERESTS OF, OR WITHOUT THE WRITTEN PERMISSION OF OLDCASTLE INFRASTRUCTURE, INC. COPYRIGHT 0 M21 OLDCASTLE INFRASTRUCTURE, INC. ALL RIGHTS RESERVED. BioPodFM Biofilter System (STANDARD Underground Vault with Internal Bypass CUSTOMER ® PROJECT NAME Ih-t-boH/ Specifier Drawing of 1 N.fift"tian BPU-441B 7E1.ATTE' )TES: 1. DESIGN LOADINGS: A. AASHTO HS-20-44 (WITH IMPACT) B. DESIGN SOIL COVER: 5'-O" MAXIMUM C. ASSUMED WATER TABLE: BELOW BASE OF PRECAST (ENGINEER -OF -RECORD TO CONFIRM SITE WATER TABLE ELEVATION) D. LATERAL EARTH PRESSURE: 45 PCF (DRAINED) E. LATERAL LIVE LOAD SURCHARGE: 80 PSF (APPLIED TO 8'-0" BELOW GRADE) F. NO LATERAL SURCHARGE FROM ADJACENT BUILDINGS, WALLS, PIERS, OR FOUNDATIONS. 2. CONCRETE 28-DAY MINIMUM COMPRESSIVE STRENGTH: 5,000 PSI MINIMUM. 3. REINFORCING: REBAR, ASTM A615/A706, GRADE 60 4. CEMENT: ASTM C150 5. REQUIRED ALLOWABLE SOIL BEARING CAPACITY: 2,500 PSF 6. REFERENCE STANDARD: A. ASTM C890 B. ASTM C913 C. ACI318-14 7. THIS STRUCTURE IS DESIGNED TO THE PARAMETERS NOTED HEREIN. ENGINEER -OF -RECORD SHALL VERIFY FY THAT NOTED PARAMETERS MEET OR EXCEED PROJECT REQUIREMENTS. IF DESIGN PARAMETERS ARE INCORRECT, REVIEWING ENGINEER/AUTHORITY SHALL NOTIFY OLDCASTLE INFRASTRUCTURE UPON REVIEW. 8. INLET AND OUTLET HOLES WILL BE FACTORY CORED/CAST PER PLANS AND CUSTOMER REQUIREMENTS. INLET AND OUTLET LOCATIONS CAN BE MIRRORED. 9. CONTRACTOR RESPONSIBLE TO VERIFY ALL SIZES, LOCATIONS, AND ELEVATIONS OF OPENINGS. 10. CONTRACTOR RESPONSIBLE TO ENSURE ADEQUATE BEARING SURFACE IS PROVIDED (I.E. COMPACTED AND LEVEL PER PROJECT SPECIFICATIONS). 11. SECTION HEIGHTS, SLABIWALL THICKNESSES, AND KEYWAYS ARE SUBJECT TO CHANGE AS REQUIRED FOR SITE REQUIREMENTS AND/OR DUE TO PRODUCT AVAILABILITY AND PRODUCTION FACILITY CONSTRAINTS. 12. MAXIMUM PICK WEIGHTS': A. TOP: XXXXX LBS B. BASE: XXXXX LBS' (• COMBINED WEIGHT OF BASE INCLUDES BYPASS WEIR, DIVIDER WALL, ROCK & MEDIA) 13. INTERNALS SHALL CONSIST OF UNDERDRAIN PIPE, ROCK, STORMMIXTM MEDIA, MULCH, DIVIDER WALL, BYPASS WEIR AND OPTIONAL DRAIN DOWN. 0 oia weft inhasbuall ld" A�OONM� PIT : 800.579.88 19"ww.oWl'estlainhasM1BCWreraMslmmmler rHIS DOCUMENT IS THE PROPERTY OF OLDCASTLE INFRASTRUCTURE, INC. T IS CONFIDENTIAL, SUBMITTED FOR REFERENCE PURPOSES ONLY AND iHALL NOT BE USED IN ANY WA INJURIOUS TO THE INTERESTS OF, OR WITHOUT THE WRITTEN PERMISSION OF OLDCASTLE INFRASTRUCTURE, INC. . PYRIGHT 0 M21 OLDCASTLE INFRASTRUCTURE, INC. ALL RIGHTS RESERVED. BioPodTmBiofilterSystem (STANDARD Underground Vault with Internal Bypass CUSTOMER ® PROJECT NAME 0SHEET NAME REV Blnret-t-1 Specifier Drawing 1 OF 1 Bi"(Itration BPU-441B REV DATE U Z Y W Uj ❑ Q 05 aW k 4kk QJ2 ~ LU 1 Z Z Z WU LDO}0� W W W = T- O W H O W Z O N O O Z Z O_ UUU zOoJZ U)LU OaJQ�p LU U U U U cUnapmOQ LL LU❑FL 03 Of Z U) m 01f m 01f W U JofCnF- 0- Z O d 0- 0- U U< W ❑ Q c) U Z U Z Z H W ❑> Z O W O O p J W p LU = ❑ (_n U3 W 0 (_n > (_n > W Z U1}per W O W W 0 .6 00 Q ❑❑ CO LU LU iwZ�❑ m m cow0UQ Ir Q 2 Q N M M CM LU C'j N NO O N Q ti N cM N C) H C:) co o 0 W LU J Q Z aaa LID E ZN O0 CD 0) N r L Q >CO Q O> CY) N N .� O L!7 L17 0) 0 cM N (.6 7 o a) o 0 3 3 O N N 3 O I WASCO �OO/L(S) P � �•igital4 4.� to f-� 3.11 °°((�� :29:0 �FGIS V G S/ONAL `_J Mr M&_ J Y J L � CD 0- C:) O r M M TW T 7 VJ cy)V Q Q U 6 �U)3 "3: J Z Cr LU (n LLI W U Z Q W L.1_ Q = 2 Z U W LO W co RESUB Nov 13 2023 CITY OF EDMONDS EVELOPMENT SERVICE DEPARTMENT 7 tY W Z O U LU tl PROJ. MANAGER: BI DESIGNED BY: MS DRAWN BY: GS CHECKED BY: MS SCALE: AS SHOWN REV. SHEET 11/10/2023 4 12 $ OF APPROVAL FOR CONSTRUCTION SHEET NUMBER CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED ASNOTED BY: 2/12/2023 C12 CITY ENGINEERING DIVISION r CAD FILE NUMBER: P:\CLIENTS-CIVIL\KURTH JOHNATHAN\614 5TH AVE S PINE PARK EDMONDS\DWG\DRAWING\614 5TH AVE S EDMONDS CIVIL PLAN 20.DWG LAST MODIFIED BY: GREG - SAVE DATE: 11/10/2023 4:46 PM - SHEET SET: ############################ - ORIGINAL SHEET SIZE: ANSI FULL BLEED D (34.00 X 22.00 INCHES) AUTOCAD VERSION: CIVIL 3D 2018 L55 u u W 0 W G i 1 511 n .' 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' \ W \ \: \: `: 0 t' I n f II C _ n = pal m x OWNER: BK INVESTMENT GROUP, LLC No. DATE BY REVISION m > m D Cn O pia Q 11/17/2022 BI/JV REVISIONS PER BP CITY COMMENTS #1 o B 9706 4th Ave NE zN z z 577 ROY ST, SUITE 125sT 2 5/03/2023 MS CORRECTIONS NOTICES#2 m m a� �� 2 Suite 300 0 o CO M W -< W D SEATTLE, WA 98109 p �� �� �� Seattle, WA 98115 0 8/31/2023 BI/JV REVISIONS PER BP CITY COMMENTS #3 omo < m DZ ,t z , 4 11/10/2023 MS REVISIONS PER BP CITY COMMENTS #4 E'7) m PROJECT: m 0 Z r m® o „ �� m < C G 0 614 5TH AVE S (PINE PARK) ��OD . N cQ: s P: 206.523.0024 LEED ACCREDITED PROFESSIONAL & THE RELATED y �-0 _ m p m W -� O TM 'L co ' O F: 206.523.1012 LEED ACRONYM, &THE LEGACY LEED AP LOGO ARE TRADEMARKS Cn Cn 3z, w (/� EDMONDS, WA 98020 CiiL ^' c,�� www.dcgengr.com OWNED BY THE U.S. GREEN BUILDING COUNCIL & ARE kO = O zm0 N �F n �' AWARDED TO INDIVIDUALS UNDER LICENSE BY THE GREEN � z W -1"o N T VEHICLE TRACKING Ro �� CD BUILDING CERTIFICATION INSTITUTE. W n ao .I rnA vt A A w AN BUILT engineering BUILT GENERAL NOTES FOR RETAINING WALL SCHEDULE e n g i n e e r i n g GEOTECHNICAL 1. FOUNDATION NOTES: SUBGRADE PREPARATION INCLUDING DRAINAGE, EXCAVATION, COMPACTION, AND FILLING REQUIREMENTS, SHALL CONFORM STRICTLY WITH REC- OMMENDATIONS GIVEN IN THE SOILS REPORT OR AS DIRECTED BY THE SOILS ENGI- NEER. FOOTINGS SHALL BEAR ON SOLID UNDISTURBED EARTH (CONTROLLED, COM- PACTED STRUCTURAL FILL OR BOTH) AT LEAST 18" BELOW LOWEST ADJACENT FIN- ISHED GRADE. FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) ARE MINIMUM AND FOR GUIDANCE ONLY; THE ACTUAL ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD WORKING WITH THE TESTING LAB AND SOILS ENGINEER. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE AS NOTED IN THE SOILS REPORT. ALLOWABLE SOIL PRESSURE. . . . . . . . . 2500 PSF LATERAL EARTH PRESSURE . . . . . . . . . 35 PCF SEISMIC SURCHARGE. . . . . . . . . . . . 8H ALLOWABLE PASSIVE PRESSURE . . . . . . . 300 PCF COEFFICIENT OF FRICTION. . . . . . . . . 0.35 SOILS REPORT REFERENCE: PANGEO PROJECT NO. 21-372 CONCRETE 2. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORD- ANCE WITH IBC SECTION 1905 AND ACI 301. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH OF F'C = 2,500 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5-1/2 SACKS OF MTPER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A '— 2 '— � SLUMP OF 5EORLESS. 3 /4" = 1 0" 3 /4" = 1 0" 3 /4" THE MINIMUM AMOUNTS OF CEMENT AND MAXIMUM AMOUNTS OF WATER MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CON- CRETE. THE CONCRETE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL AS THE WATER CE- MENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTIATING STRENGTH DATA IN ACCORDANCE WITH IBC 1905.3. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY WITH CONTRACT DOCUMENTS. CONTRACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBILITY FOR SPECIFIED PERFORMANCE. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR_ ENTRAINED WITH AN AIR_FNTRAINING AGENT CONFORMING TO ASTM C260, C494, AND C618. TOTAL AIR CONTENT SHALL BE IN ACCORDANCE WITH TABLE 1904.2.1 OF THE INTERNATIONAL BUILDING CODE. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE 60, FY = 60,000 PSI. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A_185. 4. REINFORCING STEEL SHALL BE DETAILED (INCLUDING HOOKS AND BENDS) IN ACCORD- ANCE WITH ACI 31832. LAP ALL CONTINUOUS REINFORCEMENT 40 BAR DIAMETERS S. PA"? WAShrI� OR 2' 0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTER- �~� °� SECTIONS. LAP CORNER BARS 40 BAR DIAMETERS OR 2' 0" MINIMUM. LAP M ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS. 5. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: O 53937 A. FOOTINGS AND OTHER UNFORMED SURFACES, EARTH FACE . . . 3" �NAL���� m _ B. ALL OTHER SURFACES . . . . . . . . . . . . . . . . 1 1/2" ®_ Project Contact Brice Parrish tel 253 985 5008 brice@builtstructural.com Architect 3/4" = 1'-0" 3/4" = 1'-0" 3/4" Citizen Design 10 Dravus St Seattle WA 98109 Project Pine Park 614 LEVEL BACKFILL FOR A 614 5th Ave S DISTANCE GREATER THAN "H" Edmonds, WA98020 SLAB ON GRADE PER PLAN SHALL BE Issue Date Issue Description PLACED AND CURED NOTE 8/14/23 Permit Revisions FOR 7 DAYS PRIOR WHERE RETAINED SOIL SUPPORTS A DRIVE SURFACE WITHIN A DISTANCE H FROM THE FACE OF TO BACKFILLING CONCRETE WALL, PROVIDE FOOTING, WALL, AND REINFORCING FOR A WALL 2'-0" HIGHER THAN ACTUAL FOR RETAINING WALLS STEM REINF. FTG REINF. j�SHOWN ON THIS H B1 62 TS TF DK TK _ . � VERTHORIZ. LONG. SCHEDULE 4'-0 " 2 ,, -0 0 6 » 9 » 0 0 #4 @ 16 oc „ #4 @ 16 oc (3) #4 TOE REINFORCEMENT 1 -10 0 8 9 0 011 #4 @ 16 oc #4 @ 12 oc 3 #4 Building Department Approval MATCHES SIZE AND » 2 -11 0 6 10"0 0" #4 @ 10 oc #4 @ 16 oc (4) #4 59-10 SPACING OF VERT 2 -9 0 8 10"0 on #4 @ 11 oc #4 @ 12 oc (4) #4 BARS 6'-0" 3'-0" 0" 8" 10" 0" 0" #4 @ 11" oc #4 @ 12" oc (5) #4 tj" aR. 71-0n 41 -0n 0" 8" 12" 0» n 0 #4 @ 9"oc #4 @ 12» oc (6) #4 RESUB O N f 8 -0 n f 5 n -0 n 0 n 8 n 12 „ 0 » 0 #5 @ n 11 oc #4 @ 12„ oc (7) #4 Nov 13 2023 CD j f 9 -0 ff f 3 " -9 » 12 ff ff 7f 0 " 0 #5 @ ff 8 oc 7f #4 @ 12 oc (7) #4 CITY OF EDMONDS DEVELOPMENT SERVICES CD �\ 10'-0 ff f 4 ff -6 ff 12 » 8 ff 12 ff 6 ff 8 #5 @ ff 6 oc ff #4 @ 12 oc (8) #4 DEPARTMENT < m o i x x x— —x x x x— 11 » -0 5 -0 " 12 " » 10 14 12 8 #6 @ 8 oc „ #4 @ 12 oc (11) #4 \\ J � Z (EACH FACE) e °°°oo°° ° 0* co ° oo ° I Drawing Title ° o�°°" STRUCTURAL DETAILS DRAINAGE PER M ARCHITECTURAL e2 rS 011 Drawing Number „ f— 1 � " f— 1 1 ff f_ „ 12 S3.1 3/4 = 1 0„ = 3/4 1 0„ = 3/4 1 0 r Y Q w z a