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APPROVED ENG PLN BLD2022-0254+CIVIL_Plan+3.4.2022_1.36.19_PM+2718419AMPHITHEATER PAVILION MAIN STREET COMMONS 550 MAIN STREET EDMONDS, WASHINGTON 98020 I I I I I I I I I I I I I I I I I I I I I I I I I I I I �. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r` LA I I I I I \` I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Davton Street PROJECT INFORMATION SITE ADDRESS: 550 MAN STREET EDMONDS. WASHINGTON 98020 PARCEL NUMBER; 004342-120-015-00 AND 004342-120-017-00 (BEING COMBINED UNDER SEPARATE APPLICATION) LEGAL DESCRIPTION: LOTS 15 AND 16, BLOCK 120. CITY OF EDMONOS ADDITION, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 2 OF PLATS, PAGE 39, RECORDS OF N SNOHOMISH COUNTY, WASHINGTON. AND; LOTS 17, 18, 19 AND 20, BLOCK 120, CITY OF 0 10 20 40 EDMONDS ADDITION, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 2 OF PLATS, PAGE 39. RECORDS OF SNOHOMISH COUNTY, WASHINGTON. Scale 1.=20' COMBINED LOT SIZE: 19,]91 SF BLOC SO FLR: WEST BUILFDIi NG:PER LOWER FLR 874 SF, MAN LEVEL 6.573 SF, UPPER LEVEL 2,060 SF = 9,507 SF TOTAL EAST BUILDING: MAN LEVEL 3,173 SF, UPPER LEVEL 2,523 SF = 5 .6 60 SF TOTAL _ _W_ BUILDING LOT COVERAGE: _ WEST BUILDING 7.464SF EAST BUILDING: .6685F TOTAL: 11,132 SFFOR OR 56.25$ OF 19,791 SF LOT SCOPE OF WORK: PHASE I INCLUDES WEST BUILDING: RENOVATION OF (E) STRUCTURE. CHANGE OF USE FROM RETAIL (M) TO ASSEMBLY (A-2). (E) BASEMENT STORAGE AREA (S-1) TO REMAIN. EXTERIOR ALTERATIONS TO EXISTING BUILDING TO DEMOLISH (E) ENTRY & ROOFTOP PARAPETS, ADD 2 NEW ENTRIES. INTERIOR ALTERATIONS INCLUDE DEMOLISHING (E) MEZZANINE LEVEL & MOST INTERIOR PARTITIONS, ADD NEW 2ND LEVEL FLOOR & DORMER. ALL EXTERIOR DOORS & WINDOWS ARE TO BE REPLACED. A NEW PEDESTRIAN PLAZA IS CREATED WITH LANDSCAPING & ART PANEL WITH STAGE. PHASE 2 INCLUDES NEW 2-STORY EAST BUILDING, COMPLETION OF PEDESTRIAN ART ALLEY & ART PANELS. F RR ITT T THIS APP TI : FINAL TENANT IMPROVEMENTS, PLUMBING, HVAC, ELECTRICAL, COMMERCIAL HOOD/HOOD FIRE SUPPRESSION. FIRE ALARM SYSTEM. AUTOMATIC SPRINKLER SYSTEM DESCRIPTION OF PROPOSED BUSINESS; TO BE DEFERRED UNTIL APPLICATION FOR FINAL TENANT IMPROVEMENT ZONING: BD1 APPROVED BY PLAnIMNIG 5/10/22 n v �— ENGINEERING DIVISION RECEIVED APPROVED AS NOTED 03/04/22 04/05/2022 CITY OF EDMONDS APPROVAL FOR AMPITHEATER DEVELOPMENT LOCATION AND DRAINAGE ONLY. SEE BLD2019-0528 FOR FULL APPROVED CIVIL PLANS. BLD2022-0254 �if�Know what's below. � Call before you dig. Dial 811 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE BY: CITY ENGINEERING DIVISION S11 za"pVzvm f. 1a5.973.5344 a PIIC—Ip—,—rr,., S IE P �YOVAL E . 17'pjo Permit Set 2020.07.17 2022.02.10 COVER ,00A You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) 7k64 12' D PROVIDE TEMP ACCESS TO EX SO I y �) ¢ s2 pel 7B39 12 Pic FOR DISCHARGE OF CONSTRUCTION 76.94 CBr Iw? Iw IN ACCORDANCE W/ if E 90.34 e' Di J 1 •� if W 90.39 6° Di bE k1.63 Get DOE DISCHA iE N 81.87 4' PVC iE W 82.e7 13° D DOE DISCHARGE REQUIREMENTS I BTM 89.59 iE W 81,07 IS Di IE 5 8 6' PK BTM 79,52 BTM 81.27 $AWCUT AND REMOVE CONTRACTOR TO POTHOLE TO EX ASPHALT e CONFIRM ELEVATION OF EX WA cE q PRIOR TO CONSTRUCTION OF ANY IE W 90.46 PORTION OF THE WATER OR STORM SYSTEMS -1 �-REMOVE EX CONCRETE WALK i0 NEAREST c°°c c°re s e„11er (IyP) pROiECT EX CONCRETE JOINT. SIDEWALK TO REMAIN OPEN EXCEPT WALK TO REMAIN (TYP) d PROTECT EX UTILITY AS NEEDED i0 PERFORM ACTMTIES SUCH 1 VAULT i0 REMAIN AS SIDEWALK REPLACEMENT AND UTILITY / CONNECTIONS. MAIN STREET ry PROTECT EX WATER 0 w °H w St, I / PROTECT EX FIRE METER AND ASSOCIATED WATER SERVICE i0 PROTECT EX CURB 10 TRIANGULAR SILT 0o HYDRANT TO )I I 1 ) REMAIN <I. DIKE TYP REMAIN (TYP) �J ( ) REMOVE EX CURB (TYP) REMOVE EX CURB (TYP) rend I 'J SAVE AND PROTECT I I 1 W VV I SEX LIGHT TO REMAIN I IW -� Vie- _ N/-;- I I H°°9 I� I I jX rT�MAIN I I @®���� 8 s 1 ce M°n PROTECT EX CONCRETE pH 5t Fog D1°e IX I IVj-b r sroP y WALK i0 REMAIN �I I. I TREE PROTEC^TION H^9 I ENCING Q TREE PROTECTION iL I I H r TREE PROTECTION I:✓ FENCING I I °P J b _, FENCING ee ��`� "� .. Cb^4ieMw- � - - Q � _'8_•[°ntr 1 _J I 1 / REMOVE EX UTILITY 1 '_ VAULT C'" Sn°rge 1 61 •° ..^ "9 -O / ESE 8g46 13' Di 61.E N itl9 vn 1 0.09'Ed001'S I ' E SW.41 BIM 8901 I PROVIDE TEMP ACCESS TO EX SD _ `B FOR DISCHARGE OF CONSTRUCTION et siege 5TORMWATER IN ACCORDANCE W/ DOE DISCHARGE REQUIREMENTSE 0� CB r NE II _ /�J c• E W 89337122•DD 81M 88.57 TEMPORARY SEDIMENT(] I TRAP FOR CATCH BASIN I REMOVE EX SO PIPE I PROPOSED BUILDING OUTLINE 1 (TYR) " `i <� I, I REMOVE EX CONCRETE WALKWAY. SIDEWALK S TO REMAIN OPEN EXCEPT AS NEEDED TO I PERFORM ACTIVITIES SUCH As S IDEWALK I REPLACEMENT AND UTILITY CONNECTIONS. REMOVE EX CONCRETE I (TYP) PROTECT EX UTILITY POLL 3 CONTRACTOR TO PLUG DOWNSTREAM SYSTEM AND UTILIZE EX SO INLET TO PROVIDE TEMPORARY SUMP AND PUMP I I I REMOVE EX ASPHALT _ TO ROUTE 5TORMWATER TO TEMPORARY ' I 1 - (TYP) SEDIMENT SETTLING FACILITY CONTRACTOR TO CONTROL/DIVERT ALL ( ) �� - - I asv PROTECT EX CAR CHARGING 3 SURFWACE WATER TO SUMP AND PUMP ` LOCATION OR PROVIDE ADDITIONAL SUMP I STATION i0 REMAIN 2 AND PUMP LOCATIONS o Lot IS FFTENPORARY FORCE 7 Lol 18 Lol 19 Lot 20 YY I l^ CHARGING STATION AND �I 1 F ADJACENT PARKING L i0 MAIN LAID 3 _ N I ' REMAIN IN OPERATION p pF AN GROUND SURFACE REMOVE I P. WHEN NOT IN X' i v �� m EXCEPT AS NEEDED TO REMOVE AND SAVE Q PERFORM ACTIVITIES SUCH o USE (TYP) o.�o wer,°y X. T2 - EX 3-HOUR N Q AS SIDEWALK REPLACEMENT Z Choi J PARKING SIGNAGE V 0 FOR REINSTALLATION W p PORTIONS OF EXISTING I BUILDING i0 BE DEMOLISHED REMOVE EX CURB i�< i U ° N ' ON NEW POSTS 3 SEE ARCH PLANS FOR DETAIL 1 (TYR) I 6 0 QQQ 9 W I -J REMOVE EX LIGHT a < UTILIZE EX DRIVEWAY AND ASPHALT PAVEMENT PROPOSED �� FIXTURES ANO Q FOR CONSTRUCTION ACCESS AND STAGING AS BUILDING OUTLINE > X TEMPORARY FORCE MAIN LAID ASSOCIATED ON GROUND SURFACE REMOVE CONDUITS TYP LONG AS POSSIBLE ry = WHEN NOT IN USE (TYP) ( ) I SUPPLEMENT WITH QUARRY SPALLS/TEMPORARY STABILIZED CONSTRUCTION ENTRANCE AS I REMOVE EX CURB INLET] NEEDED TO PREVENT SEDIMENT TRACKOUi AND ASSOCIATED SD PIPE I _ 7 REMOVE DRIVEWAY/OUARRY WHEN NO LONGER r NEEDED FOR CONSTRUCTION. Q TEMPORARY SEDIMENT I = B I CONSTRUCTION EJ TRAP FOR CATCH 3 FENCING(TYT) EX BUILDING BASIN (TYP) I a t', 1uj OUTLINE SAWCUT & REMOVE EX ASPHALT I GE 93.01 (TYP) I BW Bitlg Cvnv IE E 91.46 6" DI E E 91.31 8" DP 001' E k 8Z7 N IE W 91.31 8" CP 1 I BTM 90.96 I 6.' P X� N 89.584IE r9.98, Y E 1�9.95' ----- [.. �, @73 ALLEY- AePN 11 I ,w r e11a�� y<\ -� --� -SS--- --SS-_ ._5-------SS- __._I_ Ex REMOVE SHED, E.131. - VE '�i�--ASP�ALT EX 31.05' _ -��t__-��i L+L nV'C_SEE ARCH PLANS _ 1 FOR DETAIL-1----H-NtL 1 (TYP) I i - CONCRETE 48" SSMH --DRVEWAY I 3.2 EW 6 8" DI 67 _-" Cmc Wner '� -.•' IE E 85.86 B" DI L', P ALLEY 'f f - e°utl;.y w°. PROTECT EX ro L', .� I I - !.; PROTECT EX UTILITY POLE PROVIDE MIN 4,000 GALLON ABOVE GROUND ASPHALT TO O 1 REMAIN PROPOSED IBX24' STOCKPILE �`W'CUT EX _ i 1 -- - TEMP SEDIMENT SETTLING TANK PUMP OR 1 i0 REMAIN GRAVITY DISCHARGE SEDIMENT FREE WATER ASPHALT AT �� PROPERTY LINE UiIOLITY POLE In TO REMAIN CS PROVIDE TEMPORARY SEDIMENT TRAP FOR TO PUBLIC STORM SYSTEM IN MAIN STREET TRIANGULAR SILT 10 STOCK PILES TO BE TARRED AT DIKE (TYP) PIJ ALL TIMES CONSTRUCTOR TO J� In EXISTING ALLEY ACCESS TO BE MANTAINED CATCH BASIN AT NEXT � !'% N ADJUST SIZE AND LOCATION OF THROUGHOUT CONSTRUCTION EXCEPT AS NEEDED DOWNSTREAM CATCH BASIN STOCKPILE AS NEEDED DURING TO PERFORM SPECIFIC ACTIVITIES SUCH As IN ALLEY I I I CONSTRUCTION I I ASPHALT REPIACEMENT AND UTILITY CONNECTIONS n NOTES: 1. 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. 2. ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2014 SWMMWW BMP T.5.13 3. A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT 15 REOUIRED FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY, 4. A SEPARATE RIGHT-OF-WAY PERMIT APPLICATION BY THE CONTRACTOR MUST BE SUBMITTED TO THE CITY PRIOR TO ISSUANCE OF THE CIVIL CONSTRUCTION PERMIT, 5. ALL EXISTING FAILING. DAMAGED OR NON-ADA COMPLIANT FRONTAGE IMPROVEMENTS SHALL BE REMOVED AND REPLACED AS DETERMINED BY THE CITY ENGINEER INSPECTOR. N 10 0 5 10 20 LEGEND Scale 1e=10' PROPERTY LINE SILT FENCE EX CONTOUR (INDEX) ® TRIANGULAR SILT DIKE EX CONTOUR M TEMP FORCE MAIN EX BUILDING O EX TREE TO REMAIN 1 PROPOSED BUILDING OUTLINE � EX TREE TO BE REMOVED BUILDING/STRUCTURE REMOVAL !�')��IO♦� TREE PROTECTION FENCING SAWCUT LINE EX CURB TO BE REMOVED ASPHALT REMOVAL D- EX UTILITY TO BE REMOVED CONCRETE REMOVAL 0 INLET PROTECTION -�� CONSTRUCTION FENCING - - - - LIMITS OF WORK X SURVEY PROPERTY CORNERS TESC NOTES 1. CONSTRUCTION ACCESS ROUTE: CONSTRUCTION VEHICLE ACCESS SHALL BE, WHENEVER PRACTICAL, LIMITED TO ONE ROUTE. ACCESS POINTS SHALL BE STABILIZED WITH QUARRY SPALLS OR CRUSHED ROCK TO MINIMIZE THE TRACKING OF SEDIMENT ONTO PUBLIC ROADS. IF SEDIMENT 15 TRANSPORTED ONTO A ROAD SURFACE, THE ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL AREA WITHIN 24 HOURS. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. 2. STABILIZATION OF EXPOSED AREAS: ALL SOILS EXPOSED BY LAND DISTURBING ACTIVITIES SHALL BE STABILIZED BY SUITABLE APPLICATION OF BMPS, INCLUDING, BUT NOT LIMITED TO. SOD, HYDROSEEDING, OR OTHER VEGETATION, PLASTIC COVERING. OR MULCHING, NO SOILS SHALL REMAIN EXPOSED FOR MORE THAN TWO DAYS FROM OCTOBER I THROUGH APRIL 30 AND NO MORE THAN SEVENDAYS FROM MAY I THROUGH SEPTEMBER 30. 3. PROTECTION OF ADJACENT PROPERTIES: ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION BY APPROPRIATE USE OF TOE BUFFER STRIPS SEDIMENT BARRIERS OR FILTERS, DIKES OR MULCHING, OR BY A COMBINATION OF THESE MEASURESS AND AND OTHER APPROPRIATE BMPS. 4. ENSUURERE CONTINUED ALL EROSION AJO SEDIMENT CONTROL BMPS SHAL BE REGULARLY INSPECTED AND MAINTAINED BY THE OWNER i0 ENSURE PERFORMANCE OF THEIR INTENDED FUNCTION. 5. AS REOUIRED BY THE CITY, OTHER APPROPRIATE BMPS TO MITIGATE THE EFFECTS OF INCREASED RUNOFF SHALL BE APPLIED. 6. UNDERGROUND UTILITY CONSTRUCTION. THE CONSTRUCTION OF UNDERGROUND UTILITY LINES SHALL SPECIFICALLY ADDRESS THE FOLLOWING - A. EROSION CONTROL FOR EXCAVATED AND STOCKPILED MATERIALS: B. THE PLACEMENT OF EXCAVATED MATERIAL WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES C. TRENCH DEWATERING SYSTEMS (MUST DISCHARGE INTO SEDIMENT TRAPS. SEDIMENT PONDS. OR OTHER ACCEPTABLE MEANS); D. TRACKING AND SPILLING OF MATERIALS ON STREETS DUE TO HAULING; E. DAILY CLEANUP AND STREET MAINTENANCE. 7, ADDITIONAL ESC MINIMUM REOUIREMENTS FOR LARGER DEVELOPMENTS: ALL NEW DEVELOPMENT AND REDEVELOPMENT THAT INCLUDES LAND DISTURBING ACTIVITIES OF GREATER THAN, OR EOUAL TO. ONE ACRE IN ADDITION TO MEETING THE MINIMUM REOUIREMENTS SET FORTH ABOVE SHALL COMPLY WITH ESC REQUIREMENTS LISTED BELOW. B. DELINEATE CLEARING AND EASEMENT LIMITS. IN THE FIELD, MARK CLEARING LIMITS AND/OR ANY EASEMENTS, SETBACKS, SENSITIVE/CRITICAL AREAS AND THE BUFFERS, TREES AND DRAINAGE COURSES. 9. SEDIMENT TRAPPING: PRIOR TO LEAVING THE SITE, STORM WATER RUNOFF SHALL PASS THROUGH A SEDIMENT POND OR SEDIMENT TRAP, OR OTHER APPROPRIATE BMPS. SEDIMENT PONDS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS, AND OTHER BMPS INTENDED TO TRAP SEDIMENT ON -SITE SHALL BE CONSTRUCTED AS A FIRST STEP IN GRADING. THESE BMPS SHALL BE FUNCTIONAL BEFORE LAND DISTURBING ACTIVITIES TAKE PLACE. EARTHEN STRUCTURES, SUCH AS DAMS, DIKES, AND DIVERSIONS SHALL BE SEEDED AND MULCHED ACCORDING TO AN APPROVED TIMETABLE. 10.CUT AND FILL SLOPES: CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. IN ADDITION, SLOPES SHALL BE STABILIZED IN ACCORDANCE WITH ESC NOTE NO. 2. 11.CONTR0LLING OFF -SITE EROSION: PROPERTIES AND WATER WAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME. VELOCITY, AND PEAK FLOW RATE OF STORM WATER RUNOFF FROM THE PROJECT SITE. 12.STABILIZATION OF TEMPORARY CONVEYANCE CHANNELS AND OUTLETS: ALL TEMPORARY ON -SITE CONVEYANCE CHANNELS SHALL BE DESIGNED, CONSTRUCTED AND STABILIZED TO PREVENT EROSION FROM THE EXPECTED VELOCITY OF FLOW FROM A TWO-YEAR, 24-HOUR FREQUENCY STORM FOR THE DEVELOPED CONDITION. STABILIZATION ADEQUATE TO PREVENT EROSION OF OUTLETS, ADJACENT STREAM BANKS, SLOPES AND DOWNSTREAM REACHES SHALL BE PROVIDED AT THE OUTLETS OF ALL CONVEYANCE S STEMS. 13.STORM DRAIN INLET PROTECTION: ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STORM WATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 14,REMOVAL OF TEMPORARY BMP5: ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION Is ACHIEVED OR AFTER THE TEMPORARY BMPS ARE NO LONGER NEEDED. TRAPPED SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. DISTURBED SOIL AREAS RESULTING FROM REMOVAL SHALL BE PERMANENTLY STABILIZED. 15.DEWATERING CONSTRUCTION SITES: DEWATERING SYSTEMS SHALL DISCHARGE INTO AN APPROVED SEDIMENT FILTRATION OR SETTLING FACILITY 16.CONTROL OF POLLUTANTS OTHER THAN SEDIMENT ON CONSTRUCTION ALL POLLUTANTS OTHER THAN SEDIMENT THAT OCCUR ON SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORM WATER, 17,FINANCIAL LIABILITY: PERFORMANCE BONDING, OR OTHER APPROPRIATE FINANCIAL INSTRUMENTS. SHALL BE REOUIRED FOR ALL PROJECTS TO ENSURE COMPLIANCE WITH THE APPROVED EROSION AND SEDIMENT CONTROL PLAN. [ORD. 3792. 2010]. 1B.ALL SITE WORK MUST COMPLY WITH CITY OF EDMONDS DEVELOPMENT CODE. 19,THE TEMPORARY EROSION AND SEDIMENTATION CONTROL SYSTEM SHALL BE INSTALLED AND INSPECTED BY THE ENGINEERING INSPECTOR PRIOR TO ALL OTHER CONSTRUCTION 20. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE EROSION CONTROL FACILITIES SHALL BE MAINTAINED AND/OR ALTERED AS REQUIRED BY THE CITY TO ENSURE EFFECTIVE AND FUNCTIONAL EROSION/^/SEDIMENTATION CONTROL 21 UNTILMS OCRHRiIMELTAHA�NC LEAKING ANONDS DD /L OR CONS TEMPORASILTARY NCOMP EOLS ;H40hiED, PE Ci IT ✓WFI� T T PERATIOCONDITNAL. AND THE POTENTIAL FOR EROSION HAS PASSED. /� /� /� /� 22. ALL DISTURBED LAND AREAS SHALL BE STABILIZED AS REOUIRED BY TH CITY0 EG 1 �4/o �SEJ/HERE IV THIS PLAN SET. \/ �/ (�(� 23. WHERE POSSIBLE NATURAL VEGETATION WILL BE MAINTAINED FOR SILT CONTROL. 24. STOCKPILES ARE TO BE LOCATED IN SAFE AREAS AND ADEQUATELY PRUEELTED BY TEMPORARY SEEDING AND MULCHING. HYDROSEED PREFERRED. CITY OF EDMONDS 25, THE PUBLIC ROW SHALL BE KEPT CLEAN. TRACKING OF MUD AND/OR ;EBRIIScR&NEVE}dF7R(l11F8NSVI INXWORK STOPPAGE. now what's below. � Call before you dig. Dial 811 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: - sraMM seta] N M f.2a5.973.539° ngineeringPllc ..mretl °s.m y �a 431OVAL C°` �D�O Permit Set 2020.07.17 2022.02.10 TESC AND DEMOLITION You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) CITY ENGINEERING DIVISION 0 ' Y m2w -� Ir amwN+aM �a m RROr NOTES - CITY OF EDMONDS TEMPORARY .,7A Puetlt WORKS SEDIMENT TRM DEPARTMENT FOR CATCH BASINS STANDARC DCTuI ER-902 8� v .cRanvm ?NL NOTES' r ROM w .c® RSP .e' Rv r v tR.n Nu ra itRRa+ uRm. .ES. �� .d10n fR ROM Ov10 �K �Drt-EL-�w'. � RAt iPIOC AYM.�[f � . �vav RR RO. RRnvry s.0 a r�nvo wO� awt�Rm w .wam ay.on • on .nrtcv � tlrY 4eSRCCrICN RTWRW OR (AOSgR CWrPOL RLTrUOf KFOR! O>wcu ',pml GR KGN I CITY OF EDMONDS STABILIZED CONSTRUCTION ....v ai. ENTRANCE PUBLIC WORKS DEPARTMEM �P* ER-901 N" INS TEMPORARY SEDIMENT TRAP FOR CATCH BASINS 1 STABILIZED CONSTRUCTION ENTRANCE 2 MY OF EDMONDS GENERAL NOTES I. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD PLANS AND DETAILS. THE FOLLOWING SPECIFICATIONS AND CODES. AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE. AND FEDERAL 13. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR CODES, RULES AND REGULATIONS: COMPACTED STRUCTURAL FILL. IF SOIL 15 DISTURBED, SOFT, LOOSE. WET OR IF ORGANIC MATERIAL 15 PRESENT AT SUBGRADE - CURRENT INTERNATIONAL BUILDING CODE (IBC) ELEVATION. REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT, - 2020 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION - WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (2014 14. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER EDITION) PROPOSED OR EXISTING SITE FEATURES. 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, 15. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER UNLESS NOTED OTHERWISE SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 16. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER, 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 17. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. SUMMARIZE ALL AS -BUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS 18. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. ON THESE DRAWINGS. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 19. AS A MINIMUM REOUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REOUIREMENTS AND STANDARDS. 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD p0, ALL DISTURBED SOIL AREAS SHALL BE SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND CO NECESSARILY COMPLETE. IT 15 THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH EROSION CONTROLREOUIREMENTS.AFTER MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. 21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT PRIOR TO FINAL ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE CONSTRUCTION ACCEPTANCE. PROVIDE THE CITY WATER DUALITY TECHNICIAN, A COPY OF THE BACKFLOW TEST REPROT. TEST FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. REPORTS CAN BE FAXED TO 425-744-6057 OR EMALED TO JEFF.KOBLYKDEDMONDSWA.GGV. BACKFLOW TESTING SHALL BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER. B. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 22. AS A MINIMUM REOUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EOUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REOUIREMENTS AND STANDARDS. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZE BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANCE DUE TO FIELD CONDITIONS. SPECIFIC GRADING AND EROSION CONTROL REOUIREMENTS. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE 24. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE BE ALLOWED WITHOUT PRIOR APPROVAL. RECOMMENDATIONS OF THIS REPORT. 25, THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIELS IS 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHMCAL REPORT, REQUIRED. 1-5/8" O.D. GALVANIZED -STRETCHER BAR (TYP) SADDLE CLAMP (TYP) ,."."R���ns"� " `2" x 2" MESH, 11 GAUGE MIN CONCRETE BLOCK PROVIDE SECURE ATTACHMENT MIN 80 LBS AROUND ENTIRE FENCE PANEL APRON 6" OVERLAP CONSTRUCTION AREA OR STOCKPILE AREA FLOW s A A DIKE SECTION NOTE: IF THE SURFACE AREA IS CONCRETE, ADHESIVES SUCH AS UOUID NAIL OR SAND BAGS SHALL BE USED. IF IT IS AN ASPHALT SURFACE, A RUBBERIZED ASPHALT EMULSION CAN BE USED. THE TACKING AGENT MUST BE APPLIED UNDER THE FULL LENGTH OF THE CONSTRUCTION BARRIER SECTION AND THE APRON. AREA APRON LIMITS OF SEDIMENT FLO CONTROLLED AREA DETAIL A -A SOLID COVER RUNOFF WITH SEDIMENT FM FOR DISCHARGE OF ACCEPTABLE SEDIMENT FREE STORMWATER TO APPROVED OUTLET�PER PLAN RUNOFF PROVIDE 6" MIN CLEAN GRAVEL AROUND PERIMETER WRAP WITH FILTER FABRIC 24" DIAMETER OR GREATER PIPE OR DRUM > (MUST BE OF NON LEACHABLE MATERIAL) W/ I 1 2"DIA WEEP HOLES IO0 WATER LEVEL'>y O OJ WIRE TIES SUMP PUMP AND MOTOR W/CAPACITY AS NECESSARY AS NECESSARY TEMPORARY SUMP AND PUMP 3 26. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 27. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING AT MINIMUM 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS. WALKWAYS. UTILITIES AND OTHER EX15TING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REOUIRED. 29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. 30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. 31. ALL UTILITIES SHALL BE PLACED UNDERGROUND 32. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING. 33. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND CITY. 34. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE. 35. TRENCH B4CKFILL OF UTILITIES LOCATED WITHIN THE CITY RICH -OF -WAY SHALL BE COMPACTED TO 95%. COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING. 36. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS. PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES. 37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING. 38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. 39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM. 40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION. NR 7 CITY OF EDMONDS GENERAL NOTES �T USED 11 You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) On OF EDMONDS CONSTRUC nCA! SEQUENCE NOTES 1, SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT 425-771-0220, EXT. 1326. TWO DAY (48 HR) NOTICE 15 REOUIRED. 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. 3. CALL FOR UTILITY LOCATES. 4. INSTALL TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE. 5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS CITY ENGINEERING INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. 6, DEMOLISH EXISTING STRUCTURES 7. ROUGH GRADE SITE AS REOUIRED TO INSTALL DRAINAGE FEATURES. S. CLEAR, GRUB & ROUGH GRADE SITE. REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXPOSED AREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES BELOW) 9. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. 10. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE. 11, ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. r- N M xa 6o�wA zvm f. msszz.ssw ngineeringPIIC ..mea�Rs.m gtE A'.P CONSTRUCTION SEQUENCE NOTES `1(AAL E .I'I'jpp° IW I 13 it METAL SUPPORT POST �I a l02 6'-8' ON CENTER fl� SPACING. MIN 5' HT, of v6 BARRICADE FENCING (ORANGE CONSTRUCTION FENCE) MIN 4' HT, SURROUND TREE OR GROUP OF TREES AT DRIP LINE OR AS SHOWN ON PLANS ry POST BURIAL DEPTH NQTES: 1 A 4 FOOT HIGH TEMPORARY FENCE MUST BE PLACED AT THE DRIP LINE OF TREES PRIOR TO THE COMMENCEMENT OF CLEARING OR EARTHWORK. NOTIFY THE CLEARING AND GRADING INSPECTOR TO GET BOTH THE INSPECTION AND WRITTEN APPROVAL OF FLAGGED TREES AND TEMPORARY PROTECTION FENCING AROUND TREES TO BE SAVED PER THE APPROVED CLEARING AND GRADING PLAN. 2.TEMPORARY FENCE METAL SUPPORT POST TO HAVE A MINIMUM BURY DEPTH OF 2' OR BE SECURED WITH CONCRETE BLOCK OR STEEL BASE STAND. 3.N0 STOCKPILING OF MATERIAL AND NO VEHICULAR TRAFFIC ARE ALLOWED WITHIN THE LIMITS OF THE DRIPLINE, THE TEMPORARY FENCING, UNLESS APPROVED BY THE ARBORIST. FILLING, EXCAVATION, AND CLEARING MUST BE ACCOMPLISHED BY HAND METHODS ONLY UNLESS APPROVED BY ARBORIST, 4.RO0TS OF TREES TO BE SAVED WHICH ARE DAMAGED DURING CONSTRUCTION MUST BE TREATED IN THE FOLLOWING WAY: FOR DAMAGED ROOTS OVER I" IN DIAMETER, MAKE A CLEAN. STRAIGHT CUT TO REMOVE THE DAMAGED PORTION OF THE ROOT ALL EXPOSED ROOTS WILL BE TEMPORARILY COVERED WITH DAMP BURLAP OR WOOD SHAVINGS TO PREVENT DRYING AND COVERED WITH EARTH AS SOON AS POSSIBLE. NTS O TREE PROTECTION FENCING o RECEIVED 03/04/22 CITY OF EDMONDS DEVELOPMENT Permit Set 2020.07.17 NTS 2022.02.10 NOT ED12 APPROVED FOR CONSTRUCTION CITY OF EDMONDS TESC AND DEMOLITION DETAILS DATE BY. CITY ENGINEERING DIVISION C1 1 I . I N 10 0 5 10 20 Scale 1w=10'-------- - 0 LEGEND E e79 66i 12' 01 y2 a 5 7-13' - 4 1 " I IE .129. 90.39 a' q PROPERTY LINE M 76.94 CBr e1w C9r 1w f IV/ IE E 9(,34 B' Di �2Jp� .•. {_ . •. E 8187 4' PVC EEW 624J 12' q SDK �� B I BrM 89.59 EX CONTOUR (INDEX) iE W fiI,OJ 12' Di IE 5 6562 6' PAL RIM 81.20 �� -��/ - EX CONTOUR - B1M 81.07 .TM .1.27 IE ]].90 ((6" S) IN 1=J IE ]7.97 (4' SE) IN [INLNE CATCH BASIN W/ CB r e = 230= _ IE 83.89 (2' FM W) CUTV 6' SIDE OUTLET PROPOSED CONTOUR (INDEX) 5. IE 83.89 (6' W) OUT PRGADE OUTLET TRAP icEw sio 231 PROPOSED CONTOUR ON PIPE CONNECTION BrM 90. ---SD---- RIDGE RIDGE LINE / �\ �D 00 SPOT ELEVATION , l 5 LF 6" SGI., c re h GU1te• (trv) I @ 0.7% �' FF 790 FINISHED FLOOR ELEVATION Fey Moe /2" FORCE MAIN MAdN STR T ,� ,,,,,,/,I EX BUILDING 0 CONNECT TO CB m 01 ait St- / <� PROPOSED BUILDING zF��pVr _ mm=zb�az»a1 CONNECT i0 EX SD � AREA �� RIM 87,09„�pN BAN D /, � CONCRETE WALKWAY f zas zJs ssw I ( IE 83.62 RIM 8].16 ME 8].5d k Q T - - - IE 83.85 ((6' E) IN - - - - - 22 LF V - IE 83.85 (2" FORCEMAIN) IN / 8 LF 4' SO @ 2.0% MIN T I CONCRETE PAVEMENT WALL MOUNTED PUMP CONTROL W IE 83.85 (6- W) OUT - 8DC0 --� �Q1O�---W PAVERS ngineering pllc+w+o=er,"e=rrg:cr PANEL.PDWER SUPPLY 33 LF 6' SD 71 ; Q „\ ..RIM 90.43 \ I SUr1a<e Man sPn S� PANEL AND POWER SUPPLY CONDUIT r0 @ 07% SDCO IE 8].93 (6" SW) OUT v.1 I O ASPHALT (AC) PAVEMENT J BE FURNISHED BY SITE CONTRACTOR AND M 3 12 LF I' RIM 87.30 pe \ srOv , VI HEAVY DUTY ASPHALT ¢lE PF \ INSTALLED BY ELECTRICAL CONTRACTOR SCHED 80 IE B4.43 (6- SW) OUT ^^9 (AC) PAVEMENT POWER SUPPLY TO BE INSTALLED BY PVC ^ \ Doxe 29 LF 6" SO \ ELECTRICAL CONTRACTOR F0 CEMAIN H JJ f @ 3.9% ` GRIND AND OVERLAY t]. \on0 ty P� CONFIRM EXACT PANEL LOCATION W/ ARCH I . ' I SITE WALL R - -� SEE PUMP DETAIL FOR CONTROL PANEL p, AND POWER SUPPLY REQUIREMENTS _.` ° ,C 4 _ - 9 ''. I � I VERTICAL CURB ° +' •f °I J - -2 LF 4 SD @ 05% MIN dG 91 d2 E:' .. 3 BIORETENTION AREA 856 'j LF 6 SO 8 11 I °� �(�� CB T I _ p,LL AREA/YARD DRAIN d - -- -- -- J - )l " +O 0.5$ "FC 91,26 FC 91,46 �. °m E SE 894612' TRENCH/CHANNEL DRAIN N n9 orn 9. 61'I J IIAff� 1 I ]4 k B1M 69.01 CATCH BASIN TYPE I 009'E&00YS ;I , i 14 LF 6" SO @ 1.8% ' 6 LF fi SO • 1 2 CATCH BASIN TYPE 2 i eon Fence @ 83% '-,- B]11 1 I ab C 27 LF 4" SD @ 0.5% MIN - 6 10 LF 6' SO •9 STORM DRAINAGE PIPE lwewn eia9. CONNECT BUILDING - i @ 32.4% A 1M a a' 1 ME 9113 iC 3 J . . .. ... • - ...... a 1 J _ { e1 ............... FOOTING/SUBSURFACE DRAIN FOOTING DRAIN ONLY I � - J -.? / [B r j/ Pk CONNECT i0 BUILDING ROOF DRAIN, e J BJ.23 1 M I JJ ; c w e9�2z Di SDCO• STORM DRAIN CLEANOVi 5LF 6'SD COORDINATE LOCATION AND INVERT WITH 15 LF 6" SD 1 - I BrME665J'132 CONTRACTOR PLUMBING PLANS. TYP FOR ALL @ 0.5% MIN C� ` @ 1' 5% 7 2 LF 6" SD RF O 1 91 ]I '. E N ROOF DRAIN LOCATIONS ON WEST BUILDNG FF 87.10 8]00 '� 1 @ 0.5% MIN r 1 m FOCO• FOOTING GRAIN CLEANOUT [ �C� / w Ern w I I 11 I TP I OS• DOWNSPOUTS "i CONNECT i0 BUILDING ¢ 9L42 CONNECT BUILDING ROOF DRAIN, E N 691J 0 <, FOOTING DRAIN ONLY COORDINATE LOCATION iE E 8917 2' D 1 ELECTRICAL LINE B I FBI AND INVERT WITH :E 5 e917 B• cP 13 LF 6" SD ` 13 LF 4" SD CONTRACTOR PLUMBING iE w 69.33 8' q { 91.3d IP TELEPHONE LINE O 0.5% MIN J • • @ 0.5% MIN PLANS B. eJ,eJ I C� I � J 19 FOOTING DRAIN �] CONNECT TRENCH DRAIN J / �I C / RIM 87.19 Q G GAS LINE Bfi.BB FF 8725 IE 84.69 I6' SW) OUT �'1 e` 1',(TYP) FROM BOTTOM OUTLET TO -'I. C i'•(n SIDE SEWER PIPE 6" SD BELOW C� 7 ^ I TP SD�7 SDCO L� SEWER CLEANOUi f RIM 92.06 l 4 LF 4' SD II I CSC 43 LF 6" SD IE 83.36 (6" W) OUi I 1- SIDE SEWER CONNECTION @ 0.5% MIN 2.0% f N 25 LF 4" SD o Lot 16 _m J 86.88, 2 LF 4 SD 91.Bd 9 LF 6' SD @ 26.5% 1 I@ 0.5% MIN O SSMH o 9 ] @ 52.5$ 5 LF pr Ena . BOLLARD D 3 1 @ 0.5$ MIN CONNECT i0 BUILDING ROOF Bula ng /550 25 LF 4' SO 0 C L t' 1 Lot 19 I FIRE HYDRANT Lot 15 PP 8682 (an6o) @ 0.5% MIN DRAIN, COORDINATE LOCATION `` }}�- L `-I AND INVERT WITH CONTRACTOR r WATER FITTINGS p p �.1D (Pet s1o.e) �' -1 C� 7 ... PLUMBING PVJJS P e 87.06 IBJ.19 J BJ 4B ••' I Jd BD(.•C 2 O WATER SERVICE LINES 0.35' Overnan9 n1 •' - - RIM 92.04 N WATER METER 10 86.88 C C� - J I ]. ` IE 89.37 (6" W) OUT al RIM 86.86 91. 5 I In W WATER SERVICE LINES �I 6 LF 6" SD 56 LF � J ' ,J of ] 14 C ] 1 z 0.5% MIN _ Z FIRE SERVICE LINE L'J FOOTING DRAIN'- (lYP) f .�, - ° W FIRE SERVICE VAULT 4z CONNECT TO BUILDING ROOF DRAIN, l FIRE SERVICE CONNECTION I - 'd'• COORDINATE LOCATION AND INVERT WITH J ^B].88 1� CONTRACTOR PLUMBING PLANS TYP FOR ALL 13 LF 6" SD )J ROOF DRAIN LOCATIONS ON WEST BUILDNG O 0.5% MIN J J 1 �' B9 dd 8951 i 92.Od 3" RF 87.10 36 LF 6" SD ° (� @ 67% J 8927 lil ' J ';'-• 1 '893d q .-I 1 -=I]-1 191.fi01P u CONNECT TO BUILDING ROOF DRAIN, 86.91 I Br e 1 COORDINATE LOCATION AND INVERT WITH J4 - J RIM ELEVATION IBOT BELOW PVMT LET CONTRACTOR PLUMBING PLANS. TYR FOR ALL B]d2 �J .91.65 CONNECT FROM BOTTOM OUTLET CB T e 1 1 i0 6' SD BELOW 10 ROOF DRAIN LOCATIONS ON WEST BUILDNG J , i SDf10 1 -' ,.cll 1n rR k GE 93.01 SW Bag Caner 11 LF 6' SO 7 8120-' RIM 917 2 - t - IE E 91.46 6" DI @ 0.5% MIN i IE 85.75 IN/our� IE E 91.31 8" DP _ 0.04' E k 02r N'•I J J 1 u k IE W 91.31 8" CP ' 4 �•• 91,97 6 LF 4" SD ME IP 91 ]I k BTM 90.96 ''I I I ME 91 11 3 v3 _.- N 8 '58 5 E 59.98 N L9'5 5 E 1�9, 5 M 4 ME 89,33 - � J -. Co G.- -RECEIVED EI pJ. ALLEY -SS- ..._- I 92 13 2LIIII 1.. 1 ----- I ° •, - -- S-- ---_ -- �0[---�� IN -LINE CATCH BASM...cJTJ-fir E:131. 8D#6 ARE DRAN- - W/ 6" ENO OUTLET --- - - _ _ ¢i RIM -' y, I I 48" SSMH 03/04/22 IE 8d.0 (4" N) OUT I 4,0 ( 21 LF 4" SD ---- ®0.5% MIN _ 1 , .,, -ME IC 92.25 k � I ---- Rim 93.26 / ME IP 9181 f a IE W 85.76 8" D 6A ,R- / 46 LELEVATION BELOW PVMT, I 1 '(OPTING DRAIN �� �/ / / / / f II -F1 V� --__ - //� IE E 85.86 8" DI REQUIRED LIVE STORAGE VOLUME: 4,368 CF P.-9 DIMENSIONS: 14'W . 52'L . J'D 1 Asp�°nI 9 ME 92.23 I- P . i- - V ---- k l FI L NOTIBDEVELOPMENT rinrn nrn n nrn nrn, rnlr / BuBOTTOM EL: 77.65 ) Q \n .^ f� 113EE SI'EIEr WIF &N C.r0913NGS Permit Set Know what's below. ISSUED'. Call before you dig, Dial 811 2020.07.17 2022.02.10 APPROVED FOR CONSTRUCTION APPROVAL FOR AMPITHEATER LOCATION CITY OF EDMONDS AND DRAINAGE ONLY. SEE BLD2019-0528 GATE4/5/2022 : GRADING AND DRAINAGE FOR FULL APPROVED CIVIL PLANS. pe7l BY: CITY ENGINEERING DIVISION //� C2n0 You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) i _ Ir• w,wa+" p. A nq �' rLL l,wlwc Mm L 00 r �° w v r awi • n...f r mw .n.\ +•t+nC �11 a,r� P.•.uen rrvun «x � `uw+.c. LlCd19Mf p.nm r.in nu< avow ,+aml _ wD �T f R M ,P, w+I— wssss m w, ,w,r FLOOR AND CAPILLARY BREAK PER ARCHITECTURAL AND STRUCTURAL DRAWINGS SLOPE TO DRAIN AWAY FROM BUILDING CONTRACTOR i0 PROVIDE TEMPORARY PROTECTION OF PROPOSED GRADE WASHED ROCK UNTIL PER PLAN PLACEMENT OF BACKFILL PRIOR i0 PLACEMENT OF FINAL FILL LAYERS VARIES AS \ \ FIRED ">/[�0 12" MINA\�� \ �\ \ a -� o o p i\ \ ` O OOo00�� �OpO oQOp0 oQ0o \���\i ,(%OO�o aO iijYN\ _ TOOTING SHALL BETOP SHALL BE o C �BELOW GOP OFFOOTING BUILDING FOOTING d< ��' WALL PER STRUCTURAL DRAWINGS. SEAT WALLS WASHED ROCK \% 12" X 12" FRAME AND GRATE SATHER MANUFACTURING 1212 FRAME AND GRATE OR APPROVED EQUAL) 18' RISER �/// 6" RISER 18"BOXTION 021"RISER _ '.L-. PER LA DRAWINGS. 1- W A1v1J DO NOG DISTURB FOOTING FOOTING DRAIN PLACED LEVEL OR BEARING ZONE WHEN WITH POSITIVE SLOPE TO OUTLET INSTALLING FOOTING DRAIN 17" X 17' AREA DRAIN BY CUZ CONCRETE PRODUCTS OR EQUALN pm6i tzassTs.ssw ngineering pllc..+.m=er,�e:r�rg.:. CITY OF EDMOND$ PUBLIC wCR45 TYPICAL TRENCH SECTION ,wru STNaDARO CITY Of EDMONDS PVIRIC WOIM1S OP STORM DRAINAGE CLEANOUT .. DEPARTMENT Q�1VL DEPARTMEM lE J. PNIS e y � a CV-100 _ SPREAD FOOTING NT TYPICAL TRENCH SECTION STORM DRAINAGE CLEANOUT 2 AREA DRAIN "I.�gO>b RIGID PIPE REDOING L�30" MAXIMUM FOR PIPE UP TO AND INCLUDING 12" FOR PIPE W2GER THAN 12", O.D. OF PIPE PLUS 16". 12" HAND COMPACTED GRAVEL BORROW i i SPRING LINE °o 4 •�� COMPACTED BEDDING GRAVEL PER SECTION 9-03.12(3). T "GRAVEL BACKFILL FOR PIPE ZONE BEDDING', OF THE T.. `... STANDARD SPECIFICATIONS, OR CONCRETE IF SPECIFIED. 4 I/4" ®4"0 OS 4'6 ROOF DS - SEE ARCH PVJJS AND SPECIFICATIONS 6" PIPE CAP W/HOLE CUT FLOOR AND CAPILLARY BREAK PER ARCHITECTURAL AND STRUCTURAL DRAWINGS SLOPE GO DRAIN AWAY FROM BUILDING CONTRACTOR i0 PROVIDE TEMPORARY PROTECTION OF PROPOSED GRADE WASHED ROCK UNTIL PER PLAN PLACEMENT OF BACKFILL PRIOR TO PLACEMENT OF 1 SURFACING PER PLAN FOUNDATION GRAVEL, IF REQUIRED (SEE NOTE 2.) FLEXIBLE PIPE REDOING IY SEE ABOVE FOR TRENCH WIDTH HAND COMPACT GRAVEL BORROW COMPACTED BEDDING GRAVEL PER SECTION E" OF fi, 4 "BEDDING MATERIAL FOR THERMOPLASTIC PIPE" OF STANDARD SPECIFICATIONS, OR CONCRETE IF SPECIFIED. PVCPIPE FOUNDATION GRAVEL. IF REOUIRED (SEE NOTE 2.) CONCRETE ENCASEMENT 11�I\ 6" a SEE ABOVE FOR TRENCH WIDTH CONCRETE. 2000 PSI (SEE NOTE 3.) 1/8" LARGER IN DIAMETER THAN DOWNSPOUT PIPE JT FILLER (TYR ALL AROUND WHEN CONCRETE IS PRESENT) STORM GRAIN CLEANOUT FLUSH W/ 10" (GYP) FINISHED GRADE PLASTIC VALVE BOX W/ 6" DIA LID FOR LANDSCAPED AREAS OR STD CASs IRON COVER FOR PAVED AREAS SEE DETAIL Q 2", -•..P 6"-45' (1 /8) SURFACING PER PLAN BEND 65ANITARY TEE FINAL FILL LAYERS FILLI AS a� \a� RED 12" MIN \�: � \� �� \'-6 000 00 ��� 0 O \\\���\\� 0^ oOp oOp oo ���� \ OOo OOo � OpO� Opp � � � \ TING_DRNN MN�OF dE \� r^ BOOT NC OP OF WASHED ROCK BUILDING FOOTING & WALL PER STRUCTURAL DRAWINGS. SEAT WALLS FOOTING DRAIN PLACED LEVEL OR PER LA DRAWINGS. WITH POSITIVE SLOPE i0 OUTLET ��� 00Doo000op O0 00000 0000 o 000 O p O0p O p r po OQo00 WASHED ;. a00o0000 ROCK Dp0 pp0 O0p 000p 00 � Dp0 pp0 OO OO O ., pp �0 00 8" f a0 00 PPERFORATED 0 0 oa ppao —E� 2" T ll 't; -G.:r.%.;;{..5�•'; FOUNDATION GRAVEL, IF REOUIRED (SEE NOTE 2.) �l1 r SLOPE PER PLAN FOOTING DRyy, DO NOT DISTURB FOOTING BEARING ZONE WHEN INSTALLING FOOTING DRAIN NOTES. NOTES: 1. COMPACTED CRUSHED SURFACING TOP COURSE PER SECTION SEE DETAIL 3j 6"-45' 1/8) BEND ( 1. SUBSURFACE DRAIN DETAIL APPLIES TO ALL 84CKFILLED SIDE RETAINING WALLS AND STORM DETENTION VAULTS. 9-03.9(3), "CRUSHED SURFACING", OF THE STANDARD SPECIFICATIONS CAN ALSO BE USED AS BEDDING GRAVEL. L-SHAPED FOOTING 2. EXCAVATE UNSTABLE MATERIAL DOWN GO FIRM SOIL AND REPLACE WITH FOUNDATION GRAVEL PER SECTION 9-03.9(1), 'BALLAST-. OF THE STANDARD SPECIFICATIONS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANCHORING PIPE TO PREVENT FLOTATION DURING CONCRETE PLACEMENT. NIS PIPE BEDDING 5 STANDARD DOWNSPOUT CONNECTIONNIS 6 BUILDING FOOTING DRAIN 7 DETENTION VAULT AND WALL DRAIN 4" MIN 4" MIN CONC 5.1 CONIC ADA COMPLIAM SLOTTED DUCTILE IRON GRATE W/LOCK 10.65" TRENCH DRAIN 1O SLOPE TO DRAIN ADJACENT PAVEMEM ADJACENT PAVEMENT DEPTH VARIES WITH C NEL N0. = L 4" MIN CONIC SLAB THICKNESS \`r` COMPACTED ADD KS100 TRENCH DRAIN SYSTEM OR APPROVED SUBGRADE EQUAL SEE TRENCH DRAIN SCHEDULE TRENCH ORNN A SCHmULE KS2 THROUGH KS10 KS0103 K511 THRWGH 015 WITH BOTTOM OUTLET AT FROM KS15 KS14 THROUGH KS 12 TRENCH NUMBERS USIED ABOVE ARE PER AGO KS100 TRENCH DRAIN AND ARE USIED FROM SOUTH To NORTH. TRENCH ORNN B SCHEDULE _ SLOPE TO DRAN ,1, 1 1 ACO K1901S IN -LINE CATCH BASIN WITH 0 OUTLET AND TYPE 900 IN -LINE TRASH BUCKET 1 \; 1 1\' \\�I� \ r' \C 11 '' fi" RECEIVED 03/04/22 CITY OF EDMONDS DEVELOPMENT o�rw ia.�o ✓«,'+,��+��+� NTI NOT USED j 12 APPROVED FOR CONSTRUCTION CITY OF EDMONDS 'L, - - i - Permit Set ISSUED. 2020.07.17 PERMIT 2022.02.10 EHFT PAVILLION GRADING AND DRAINAGE DETAILS ^� KS -1 THROUGH KS1-13 CB M-901S WITH Q OUTLET AND TYPE 900 IN-UNE PLASTIC TRASH BUCKET KS1-32 THROUGH K51-1 OATEN BY: \ \\�11\\ `�j1 C2° 1 1 1 CITY ENGINEERING DIVISION :HBASIN You created this PDF from an application that is not licensed to print to novaPDF printer (ht .Y/VVVVVV.Lluy0 Jl.l uulII IF VENT IS IN CONCRETE PAVED SURFACE PROVIDE THICKENED EDGE AND POUR CONCRETE 14"X4" LOCKING RING AND COVER MONOLITHIC W/ LETTERS "DRAIN" MARKED ON LID OLYMPIC FOUNDRY INC. PART NO. M1060 28" SQUARE OR APPROVED EQUIVALENT ASPHALT PAVEMENT SURFACE- 12"0 D.I. PIPE -- CONCRETE— FIBER FIBER JOINT FILLER PACTE 6"0 PVC VENTILATION PIPE FROM STORMWATER FACILITY IDS VAULT VENT Q4E Wr LC m0 1 MS� ` Iviow) MIX F1. wm tRal �� sv �/ .fir aM i D6NaaL on1¢ selor � � J ffi��� roP IrP � �fj TM A ��•i�0rp�{�Ci •Awm U m0'0) IOI�r V n =0R alf onr • 0R SNF�OIR oLaa Imo:' +uor mp OOeL� rlw CPO�oI SrA1C111R MOTES.' Ki n r0ia urt van mrav rann CITY OF EDMONDS FLOW CONTtOL PUBLC aY0RIr5 STRUCTURE DEPARTMENI (FCS) Sr,Hlp0p0 DETAI SO-301 FLOW CONTROL STRUCTURE 2 FG 86.905 FG 6I.15t ': •• :•.. ... ,, .5-FFREEBOARD•• •: — 6"0 RISER ' LIVE STO E DEPTH 4" PERFORATED LADDER RUNGS FROM 11 PIPE/FOOTING DRAIN IE ]8.15 - � ACCESS RISER TO FLOOR (TYP) --_---TOP_flLSEDLMENTSTORLGE_I1 MI5----- - - - - - - - - _- FLOOR GRATE — OVER SUMP AREA REFER TO STRUCTURAL DWGS A —A SECTION VAULT VENT J 86.90 Q. 24- 0 SOLID LOCKING LID COVER 24" 0 RISER IMIN. STEPS AND CINDER FROM ACCESS OPENING TO VAULT FLOOR II 8" REDUCING TOP SLAB 48" 0 RISER ''yARIES (IF NEEDED) 01 TOP OF VAULT WALL DETENTION VAULT ACCESS RISER 3 1. MINIMUM ONE ACCESS MANHOLE PER SO VAULT LENGTH DR WIDTH. 2. PRE -CAST VAULTS SHALL HAVE APPROVED RUBBER GASKET SYSTEM. 3. VAULT SHALL BE DESIGNED AND STAMPED B/ A REGISTERED STRUCTURAL ENGINEER. VAULT SHALL BE DESIGNED FOR HS-20 TRAFFIC LOADINGS, MINIMUM. 4, ALL METAL PARTS SHALL BE CORROSION RESISTANT. 5. PRDVIDE LADDER RUNGS IMMEDIATELY ADJACENT TO ALL INLET/OUTLET PIPES. 6. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF ALL JOINTS. RINGS. RISERS AND 'ERFLOW RISER FRAMES. ], PENETRATE CARRIER PIPE THROUGH VAULT WALL. DUTLET PIPE 8. USE APPROVED WATERTIGHT STRUCTURE ADAPTOR. ,15 9. SLIP SMOOTH -BORE HORIZONTAL LEG OF FLOW CONTROL TEE INSIDE CARRIER PIPE. 10. NO FLOW CONTROL JOINT OUTSIDE OF STRUCTURE. II. BAFFLE WALL TO DMDE VAULT INTO TWO APPROXIMATE EQUAL SIZED CELLS. S RISER Q )LID v D OP D VAULT EL 85.65 )P OF RISER/MAX AS EL &.15 6-0 ELBOW W/ 1"0 ORIFICE EL 83.90 '6-0 ELBOW W/ 1"0 ORIFICE EL 82.90 —PIPE SUPPORTS (3 MIN) p 3' MAX VERTICAL SPACING QS 3".0.09" ALUMINUM W/ 6. OUTLET PIPE 5/8" STAINLESS BOLTS E ]6.15 055"0 ORFICE EL 7615 -RESTRICTOR ORIFICE PLATE BOLTED TO FLANGE OR DRILLED CAP DETENTION VAULT ' Il U � a• "°" }��-�'� � ..moo uEFYIEOLG RM ww.•.r �T". � I 0Ae p I . I Iwa" I 1 ama i -1 u' I .=v.•.�oai .00e, t; �rA®Euo�cora I CIT R..1.1 OF EDMONDS STEP AND UDDER DETAIL 5T/ND0R0 WIFpEPA,RTMENI DETAL CU-123 PROVIDE 30" X 36: H-20 — SINGLE LEAF ALUMINUM ACCESS HATCH W/ THERMION COATING LW PRODUCT 15-213 OR APPROVED EQUAL 1/4" STAINLESS STEEL — CABLE LIFT LINE 2" FORCEMAIN IE 83.89(PARALLEL TO 6" 5D) RIGID FLOAT ASSEMBLY — SHALL BE PVC OR STAINLESS STEEL NYLON WIRE TIES. VELCRO STRAPS OR PRE DRILLED HOLES SHALL BE USED TO SECURE THE FLOAT CABLES TO THE BRACKET ASSEMBLY MANHOLE TYPE 1 MODIFIED- W/SUMP PER WSDOT STANDARD PLAN B-15.20-01 I _ 54" CIA NEMA 4 RATED JUNCTION BOX RIGID ELECTRICAL CONDUIT TO CONTROL PANEL NOTE: I, PUMPS SHALL BE MOULDS MODEL 3887BHF ON A MOULDS CBE 20-20 SLIDE RAIL SYSTEM OR EQUAL. 2. PROVIDE AND INSTALL A COMPLETE AND WORKABLE DUPLEX PUMP CONTROL SYSTEM WITH THE FOLLOWING MINIMUM FUNCTIONS: a. START, STOP AND ALTERNATE PUMPS PER LEVELS INDICATED ON THIS DETAIL. b. HAVE ON OFF AUTO CONTROL FUNCTIONALITY. AUDIO AND VISUAL HIGH LEVEL ALARM. tl. NEMA 4 RATED ENCLOSURE (PAINTED TO MATCH BUILDING) e. SJE RHOMBUS MODEL 1221P124E3A6ABACIOACE14B19B35H OR EQUAL. 3. PROVIDE AND INSTALL A 20A. 230V, SINGLE PHASE DEDICATED CIRCUIT FROM ELECTRICAL ROOM PER THE LATEST VERSION OF THE NATIONAL ELECTRIC CODE. 4. CONTROL PANEL SHALL BE LOCATED WITHIN SIGHT OF PUMP STRUCTURE. NIS STORMWATER PUMP STATION RECEIVED 03/04/22 CITY OF EDMONDS DEVELOPMENT NIS NOT USED12 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE BY: - S't 6JaWAVl11a1 qmm neering PIIC ­ Ip,,r, err,.:, 4lE � PF .I'la0p° Permit Set 020.07.17 022.02.10 GRADING AND DRAINAGE DETAILS I I I You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) LADDER CITY ENGINEERING DIVISION I-t L I oR Al l " , sPa n sd1 J. � � A 6 v. oFFKWWGISDE w cn sro< W—) W EX BI►UFA 100E LlYA WAI1S RF06 ALLEY 1f►T(B ToSp ALLEY a_- 1 - 61. ' D.D • �A a61• s i ; _ n Bldg. 1 B7 1 ► I ; r I 1 ► I 1 ; 1 1 I 1 1 ► I 1 1 ► .lJ - BudEtn9 X550 ; 1 FF 66.6z (am6o, 1 0.5 oK<^SITS<) 1 ; 1 I a. I ; 1 I ; 1 I ► a 1 I ► o I ► 1 I t 1 I ► ► ► 6.F'EA0.2rN 6.' ♦Y Ps ALLEY' — i-------SS— —SS --- EX BULDHO ffiEK ROOFTO 9RMJO ROOF DETENTION TO GETENI VAULT OiS'A89) VAULT OFFSIDE ASPDNLT FAMEMBDF DFGED v Lv . a v MAIN STREET DE ENYION VAULT WITH ROW CONINOL STFOX'RIE - IIIII IIII4► IA'II IIE'II �� IIa�I_I;� IV4I� IIIII IIIII 'IIIII IIIII IIIII dI��IIi i vliilii IDIIII4► TIM �,R kA4„_P6— PROJECT SITE $ 01 ov�DDr��a�o ly.x,• ii Fj /• �� ,.� • OFF-91E CONCRETE WALKWAYS (WGIS) OONCRETE WALKWAYS PROPOSED HARD SURFACES PLAN 7 s 6zaWX z»a1 P.-.973:s211 11M n..m e 9 a• x ��YOVAL F=J♦` On -Site Area Summary ® PROPOSED BUILDING ROOF (NPGIS) 3.398 SF (0.078 AC) ASPHALT/CONCRETE PAVEMENT (POS) 1,335 SF (0.030 AC) "®-'- CONCRETE WALKWAYS (NPG15) 6.915 SF (0.159 AC) TOTAL NEW PWS REPLACED EFFECTIVE IMPERVIOUS AREA 11.648 SF (0267 AC) Off -Site Area Summary PEF,79 ASPHALT PAVEMENT (POS) 373 SF (0.009 AC) CONCRETE WALKWAYS (NPG15) 1.582 SF (0.036 AC) TOTAL NEW PLUS REP9U EFFECTIVE IMPERVIOUS AREA 1,955 SF (0045 AC) ROW CONTROL BASIN AREAS ® ROOF (NPGIS) 3,398 5F (0078 AC) F7�_79 ASPHALT/CONCRTE PAVEMENT (PGIS) 1.335 SF (0.030 AC) CONCRETE WALKWAYS (NPGIS) 6,915 5F (0.159 AG) 0 NEW LANDSCAPING (NPGPS) 638 SF (0.015 AC) OFF -SITE ASPHALT PAVEMENT (PGIS) 373 SF (0.009 AC) OFF -SITE CONCRETE WALKWAYS (NPGIS) 1.582 SF (0.036 AC) 25% OF EXISTING BUILDING ROOF (NPGB) 1.845 SF (0.042 AC) EXISTING BUILDING ROOF (BYPASS) 3.645 SF (0.084 AC) TOTAL BASIN AREA 19731 SF (0.453 AC) HIS O PROPOSED HARD SURFACES SUMMARY o RECEIVED 03/04/22 CITY OF EDMONDS DEVELOPMENT Permit Set ISSUED 2020, 07.17 HIS 2022.02.10 NOT ED12 APPROVED FOR CONSTRUCTION CITY OF EDMONDS PROPOSED HARD SURFACES SUMMARY DATE //� .[(� BY. CITY ENGINEERING DIVISION C2.3 )T USED You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) 0 5 ]B39 I Q 93.04 M 7fi.94 CB 1 I w CB 1 I w 1 1 B1M 89.59 W 0 E W 7 2'DIE M 8fi1I27 T. r---�u---�, WATER SERVICE CONNECTIONS BY CITY OF EDMONDS i f� I roq ""•CONTRACT l WATER 5Y� EM 51ZEE5R TO FWTH MAIIN STREET PLUMBING DESIGNER PRIOR / < I 0 TO CONSTRUCTION, ANO 5 .ee1 O tEX IRE HYDRANT A�RMO1I COORDINATION WITH CID y`o -ait -~ 8 LF 4• FW DI 2" WATER SERVICE METER Yee 6o19: RESTRAINED PIPE 1 FDC W/d" CV (RJ)\„ _-N/- W W T t - W - W W/VALVE BOX �T� T_�T I W s h St 6 CONCRETE 51DEWALK PER CITY OF EDMONDS STD DETAIL ,> F 5ir1oce M 1 v" NEW CONCRETE FOR SIDEWALKS SHALL MATCH CLOSELY IN X TDC>,' 3 H., COLOR TO THE REMAINING EXISTING SIDEWALK - Parr"' 5rav SIDEWALK SHALL BE SCORED TO MATCH EX15TING It CONC�STAIRS 2" WATER SERVICE ARCH) \cD « B•qm (SEE METER M D _CONNECT TO EX WATER SERVICE-­.1 FOR IRRIGATION SERVICE ^- R__ Y' I _SD-. _ CONTRACTOR TO CONFIRM '•a 'So ,F "i°"'e5 �i` ® iet ICI 1 , " LOCATION OF EXISTING WATER SERVICE SEE IRRIGATION PLANS 3 •• - �34 LF 4 FW DI. • °- • / "- FOR CONTINUATION IB LF 2" POLY W -,, Ca w WgBr_ RESTRAINED PIPE 9 _ 9 A 'v6 _ _ _ _ 1 b . C]11 % .. E SE 8946 13' Di x a w" 9. 61. 9 � 1 g r IE SW.01 D.BE h Dot' S CONNECT EX SERVICE fi 0 •1 C 6"X4" REDUCER (MJ) 4- DCDA PER CITY OF `DMONDS 1w«" a B e9c STANDARD PLANS PROVIDE A AND SUBMERSIBLE CONTRACTOR TO PROVIDE SUBMERSIBLE • 1 u s _ 9 - �•: '< ...-. -. -• - �� --. RA 8 4 .. r v D J r • 1 AUTOMATIC SUMP PUMP IN BOTTOM OF _ ,.•M••••••••. SUMP PUMP TO DISCHARGE TO PROPOSED FF 8725 I i IE iE W 89.37 12' IDI ¢ W B9.n 1l' Di BrM BB.6] PUMP STRUCTURE (SEE DRAINAGE PLAN, C� (1) 65' BEND (RJ) ��0 ry C2.0) VIA 1" SCHEDULE 80 R'C b C� - iHR115i BLOCKINGq j LINEET Law COORDINATE ELECTRICAL REOUIREMENIS CONNECTION TO BLDG 55 GREASE WASTE 5e 6• AND ROUTING FOR SUMP PUMP WITH C� q' FIRE SERVICE COORDINATE LOCATION AND INVERT ELEVATION i1] u W/MECH PLANS PRIOR TO CONSTRUCTION OF e' { ELECTRICAL CONTRACTOR. 0 CONNECTION i0 BLDG. 6a1] CP SEE MECH PLANS FOR ANY PORTIONS OF THE DOWNSTREAM SYSTEM rB B] B p • CONTINUATION ' {(1 CONNECTION i0 BLDG SS � I CONCRETE CURB AND I , c= C� ,•. FF 8725 COORDINATE LOCATION AND INVERT ELEVATION 0 I U1 GUTTER PER CITY OF c EDMONDS 5TD DETAIL V PAVERS 89 LF 4" FW DI W/MECH PLANS PRIOR TO CONSTRUCTION OF ANY PORTIONS. OF DOWNSTREAM SYSTEM 1 1 (SEE LS) F RESTRAINED PIPE 0 79 LF 2° 1 . I °i CONNECT TO 2' i POLY W RIM 8Z.25 � f IE 82.30 CONCRETE '' -' I CITY OF EDMONDS TREE GRATE 10 o - 104 .LY W SDomEE WATER SEE MECH T CONCRETE STAIRS WALKWAY (TYP) SCORINLAYOUT ,tir, 1 I SEEEI PLANTING PLAN FOR RIM BZ 03 f FF B7. cQI PLANS FOR (SEE ARCH) LAYOUT AND qa• cna.Iq.. TREE INFORMATION V IE 82.30 CONTDINUAiION ] 1� CONCRETE RETAINING FIN15H PER LS 4 1 3 ` } - L 6j o WALL (SEE STRUCTURAL) �9Qf I n CONNECTION TO BLDG 55 GREASE WASTE Lot 15 COORDINATE LOCATION ANO INVERT ELEVATION L C� EXISTING UTILITY POLE TO REMAIN o W/MECH PLANS PRIOR TO CONSTRUCTION OF 1 ' ANY PORTIONS OF THE GOW45TREAM SYSTEM w •�- . •' 1 EXOISRiINGNCAR CHARGING STATION I - 21 LF 4' FW DI RESTRAINED PIPE 0 - I oTEMN YI o 1 a a 'a I _ W L CITY OF EDMONDS TREE GRATE (3'X3') (I)4-X4" TEE (FLXRJ) 4' 1 1 I _ ' ° SEE LS PLANTING PLAN FOR TREE 10 INFORMATION 4" SPOOL AS NECESSARY THRUST BLOCKING RESTRAINED PIPE `J _ � ,•� 1 1 d I 66 LF 6" SS O 2.0% 1 B I • 1 � -RIM BZ,24 yl�• .•y, 1 ,.S - I I W ' PROPOSED CAS SERVICE SHOWN FOR REFERENCE ONLY, 28 LF 4" pl I �:. 1 I DESIGN BY OTHERS CONNECTION i0 BLDG SS REST RAINEDFW PIPE COORDINATE LOCATION y •� 1 �, +- • _ �1 (I) 4 45' B D (RJ) L THRUST BLOC C I 1 A•. I REINSTALL '3 HR-PARKING' SIGNAGE AND INVERT ELEVATION �� I'•• - (I) 4"45' BEND (R • •• •�- . •- a PROVIDE NEW SIGN POST PER COE W/MECH PLANS PRIOR TO CONSTRUCTION OF 1 RIM 88.18 THRUST BLOCKING ',/ • 1 •rf-P I W To DETAIL TR-572 ^ ANY PORTIONS THE EB3 IE 81,02 .' - 5Z LF fi" SS O % •: I I OPOSED ELECTRICAL CONDUIT S DOWNSTREAM SYSTEM LF S O .0% IN DESIGN BY ELEC DESIGNER PROPOSED RECYCLING am 6. 9800 ENCLOSURE PER ARCH cP'- '•I'-. CONCRETE SIDEWALK NEW CONCRETE FOR PER CITY OF EDMONDS STD DETAIL SIDEWALKS SHALL MATCH CLOSELY IN 1 W/12' CAST IRON LAMPHOLE 11 E>J LOVER W/1/2" HEX BOLTS ; CONCRETE PAVEMENT R W ,•. COLOR TO THE REMAINING EXISTING SIDEWALK 8 SIDEWALK SHALL BE SCORED TO EXISTING RIM CONNECT TO 2" DOM v yMAT1CH .T IE ]].Ifi WATER SERVICE COORDINATE •r•' IE E 91.46 6" DI /Fr SW Beg Ca"n LOCATION WITH MECHANICAL 1 r n+ S o^ ClCITYOF EDMONDS TREE GGRRATE �0 b E e 03f x 4" FIRE SERVICE 1 (3'X3') E3 CONNECTION TO BLDG SEE MECH PLANS FOR A •F 1 SEE LS PLANTING PLAN FOR CONTINUATION - TREE INFORMATION s� N 8 '5 -4 7 LF 4" W '5 '53" E 1.ADA PARKING STALL SIGN '!1 L - CONCRETE CURB ANDQ TRASH AND RECYCLING E:1n. 159.98' \ _ ALLEY _ 1 / W VAN ACCESSIBLE°S �' _ - ° t• -, GUTTER PER CITY OF j AREA WITHIN BUILDING FOOTPRINT SEE ARCH SS SS - (I) 4" 9O BEND (RJ) 1 {ter - r EDMONDS STD DETAIL S SEE LS FOR SCORING ( ) _PLAN --5 LF r__r i, JHRUST BLOCKING SS • I AC PAVEMENT (TYP) _ S V .}' PROPOSED TRANSFORMER LOCATION 1 CONNECT TO EX 8" pl 55 O 2.0% 0 .0% L PROPOSED ELECTRIC AL C33 I _, �STOPI3 _ _- - 1 CONTRACTOR TO COORDINATE ON - W ELECTRIC DESIGNER AND / WITH LMK CONNECTION PER - A CITY OF EDMONDS UTILITY - - _ ° _ CONDUIT 9] WHEEL -- (TYP) Ej - - - I_ , ELECTRIC SERVICE PROVIDER FOR �1FINAL - 8 ^ENGINEER PROPOSED HIE ]].03 f GAS SERVICE 500°GPLLON GRAVITY DESIGN BY ELEC DESIGNER•-_ .' CONNECT TO EX 8° OI SS WITH LMK - PROPOSED TELECOMO CONNECTION PER CITY OF EDMONDS �' t-----HVL--,�-- CONCRETE 11 DESIGN AND CONNECTION tLOCATIONS , CONTRACTOR TO COORDINATE SHOWN ONLY, W/CITY OF EDMONDS AND--�__ FOR REFERENCE GREASE INTERCEPTOR DESIGN BY LOCATION DESIGN BY ^e^ ^m 91.6f ro 2 ro 1 AND CAN SERVICES - UTILITY ENGINEERS IE 80. WN RED CATVE I I 1 --- -PAVEMENT _,_� ""ADE CONCRETE CONFIRM LOCATION AND OTHERS INVERT ELEVATION PLANS PROPOSED OTHERS, ,]y W W/12" CAST IRON LAMP ONLY CONTRACTOR TELECOM AND 6 LF_6" SS O 2.0% MIN COVER W/1/2" HEX BOLTS CONTRACTOR TO COORDINATE W/CITY OF ADA SYMBOL DESIGN BY ELEC T EDMONDELEVADTION LPRIOR I p DRIVEWAY APPROACH PER CITY OF EDMONDS E3 PRIOR TO CONSTRUCTION OF CAN SERVICES (TYP) SHOWN BRIM 88.40 ANY PORTIONS OF THE FOR REFERENCE ONLY IE 81.1 INVERT PLANS TO c� k BLOCKOUT DESIGNER CONSTRUCTION OF ANY PORTIONS OF STRIPING N (n STD DETAIL W/12" CAST IRON LAMPHOLE UPSTREAM SYSTEM DESIGN BY ELEC DESIGNER ^ COVER W/I/2" HEX BOLT5 1 THE UPSTREAM SYSTEM RIM 887.4 qi4 IE 0,41 I NOTE 16 LF 6' SS O 8.3% 1 CITY OF EDMONDS WILL 1V SEWER MAIN PRIOR TO FINAL CONNECT a' DI SS WITH IMONDS I ACCEPTANCE.CONTRACTOR TO COORDINATE WITH CITY FOR TV ONNECTION PER DIOF NSPEC UTILITY ENGINEER 2 EXISTING FAG,ODNON-ADACOMPPLIANFRONTAGE IE 79.96± MPRTS,NCLG WITHIN SHALL CONTRACTOR TO COORDINATE W/CITY OF EDMONDS AND CONFIRM LOCATION AK:': REMOVED AND REPLACED AS DETERMINED BY THE CITY ENGINEERING INSPECTOR. INVERT ELEVATION PLANS PRIOR TO 3, UNDERGROUND WIRING REOUIREMENTS OF ECOS 18.05 SHALL BE CONSTRUCTION OF ANY PORTIONS OF FOLLOWED. ALL UTILITY SERVICES SHALL BE INSTALLED TH PS SYS M �I 30' /W UNDERGROUND I You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) LEGEND EX CONTOUR (INDEX) S3I- _- - EX CONTOUR _ _ 230- - PROPOSED CONTOUR (INDEX) 231- - PROPOSED CONTOUR FF 78.0 FINISHED FLOOR ELEVATION -_ EX BUILDING '- PROPOSED BUILDING 0 CONCRETE WALKWAY e CONCRETE PAVEMENT suamo wAVsatm ® PAVERS P. -.7,3 N M 1z1t f ]a69]35399 O ASPHALT (AC) PAVEMENT ngineering Pllc 0 HEAVY DUTY ASPHALT (AC) PAVEMENT GRIND AND OVERLAY JF P I SITE WALL VERTICAL CURB © BIORETENTION AREA R 8 AREA/YARD DRAIN TRENCH/CHANNEL DRAIN r®� CATCH BASIN TYPE 1 ■ CATCH BASIN TYPE 2 STORM DRAINAGE PIPE ••••••••••••••• FOOTING/SUBSURFACE DRAIN • STORM DRAIN CLEANOUT • FOOTING DRAIN CLEANOUT • DOWNSPOUTS w ELECTRICAL LINE r TELEPHONE LINE GAS LINE SIDE SEWER PIPE SEWER CLEANOVi SIDE SEWER CONNECTION O SSMH • BOLLARD FIRE HYDRANT WATER FITTINGS WATER SERVICE LINES WATER METER WATER SERVICE LINES FIRE SERVILE LINE 9 FIRE SERVICE VAULT FIRE SERVICE CONNECTION RECEIVED 03/04/22 CITY nF rnKAnNnq NOM' DEVELOPMENT GEROCES SEE SFffFCa.1 FOR UTLiiCRa3SNW Permit Set Know what's below.SSIE Call before you dig. o Dial 811 2020.07.17 2022.02.10 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE UTILITIES AND PAVING BY: /[� C3.0 CITY ENGINEERING DIVISION .�V. 2 Z /,c 'ILL • mAJN STREET E ONTRACTOR TO POTHOLE TO— `r C/L StIlp, CONFIRM ELEVATION OF EX 1� -- it / IE •. TPOLY) `� �� �i►III�JII�1Y _ IN11XIN��:ras lGGE :4 �n p� � — I I 1T�iTT E. I I/IE 114.03 gl I ■ / j icy. ��EN IrI IiC��Is —BTW ' 'o i/ 31117 i/ • I 4 I, �,u�1�.1��.1 �XING #13I ICI rT. r'_ — """"""• """""'• �1 �� - [_ III II.� 1w. it l� II u : a lIl�ll�l pill � I - r-=rT E_ iillllI ' _ _ I — M! i� 9rTT.T rTr� told E F�.®=f I ❑ XING ..� o IE W 90.29 8" DI IE E 90.24 9' DI 9TM 89.59 0E 9Z}II IE W 90.46 9' 9TM 9 1 W- ESE N.461201 9TM 9901 E WE9932 o .TM 9 7 IE E 91.46 6" DI IE E 91,31 8" DP IE W91.318"CP BTM 90.96 IE W 85.76 8" DI IE E 85.86 8" DI N 10 0 5 10 20 Scale 1'-10' LEGEND — — PROPERTY LINE IO EX CONTOUR (INDEX) - EX CONTOUR — ��— — PROPOSED CONTOUR (INDEX) c — 231— — PROPOSED CONTOUR FF 78,0 FINISHED FLOOR ELEVATION _ /II EX BUILDING ' CONCRETE WALKWAY - ] •... :. _ ... ... CONCRETE PAVEMENT ® PAVERS V ASPHALT (AC) PAVEMENT O N Sut za�pz11a1 M 0 HEAVY DUTY ASPHALT (AC) PAVEMENT f. msszz.ssw GRIND AND OVERLAY ngineering Pllcocer4n�ms.mr SITE WALL VERTICAL CURB 0 BIORETENTION AREA p AREA/YARD DRAIN TRENCH/CHANNEL DRAIN x f CATCH BASIN TYPE 1 o-roVnL C°` ■ CATCH BASIN TYPE 2 17'p� STORM DRAINAGE PIPE FOOTING/SUBSURFACE DRAIN • STORM DRAIN CLEANOUT e FOOTING DRAIN CLEANOUT • DOWNSPOUTS ELECTRICAL LINE TELEPHONE LINE CAS LINE SLOE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION O SSMH BOLLARD • FIRE HYDRANT WATER FITTINGS WATER SERVICE LINES WATER METER WATER SERVICE LINES FIRE SERVICE LINE FIRE SERVICE VAULT FIRE SERVICE CONNECTION .111RVT:a LTA Av.. I (AV ff 23 5" SO 83.09 6" SS 82. 34 0.75 24 5" SO 82.75 6" 0.65 25 2" POLY 83.64 6" SS 1.66 26 4" DIW 83.47 6' S5 `��^TIa'�rnrvl rvl�IT,S4 27 6" SO 8366 6' 55 * ALL UTILITY CROSSINGS THAT ARE Know what's below. SEPARATED BY LESS THAN A FOOT (1') 1 Call before you dig. REQUIRE POLYETHLENE FOAM PLACED Dial811 BETWEEN THE PIPES. APPROVED FOR CONSTRUCTION CITY OF EDMONDS Permit Set ;SUED 020.07.17 022.02. 10 UTILITY CROSSINGS You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com) DATE BY: — CITY ENGINEERING DIVISION C3.1 SAWCUT, TACK COAT AND MATCH EX 12" ASPHALT GRADE FINISHED GRADE EXISTING ASPHALT 2 LAYERS 4' WHITE PANT STRPE 2•_6- 5. FINISHED GRADE: Q UNDISTURBED PAVEMENT SUBBASE o MUST BE COMPACTED O TO 95% MAX. DENSITY PER ASTM D1557 6' ;- : •, '• I ':� 4' HEIGHTJ •'. 5-1/2" , 45 I' 2 12" COMPACTED SUBGRADE 4" CEMENT CONCRETE 4" CRUSHED SURFACING BASE SUBGRADE 3" HMA CL455 I/2" ASPHALT CONCRETE COMPACTED PAVEMENT TO FIRM 4" CRUSHED SURFACING BASE COURSE AND PER WSDOT SECTION 9-03.9(3). UNYIELDING COMPACT TO 95% MAX DENSITY CONDITION 12" GRAVEL BORROW PER WSDOT SECTION 9-03.14(I), COMPACT TO 95% MAX DENSITY OR EX SUBGRADE MOISTURE CONDITIONED COMPACTED TO 95% MAX DENSITY PER ASTM D1557 CONCRETE PRECAST EMBED WHEELSTOP #4 REBAR (TYP OF 2) (BOTH ENDS) SIDE (SECTION Al 4' :. 5- E ti - •- •.4_ . _ - COURSE COMPACT TO 95% MAX DENSITY NOTES: 1� A ^2 . .. .. .. ..... ... NOTES: 1) CONCRETE FINISH &JOINT LAYOUT PER LANDSCAPE. 1. IF EX PAVEMENT SECTION IS THICKER, MATCH EX SECTION. OTHERWISE CONSTRUCT SECTION SHOWN. 2. SAWCUT FULL DEPTH WHERE NEW PAVEMENT ABUTS EXISTING AND APPLY TACK COAT, . I:.r�.:..:�.;•I.,y: (.•.:.>, _ :.:.I ,•s,;:^ ..=;i•',': .. _ � � � ���� � (3/4°TYP OHFOLE2) A 72° TWO LAYERS V-4' 8• 11' WHITE PANT a sw si rrst A+e e a sa wA S21B1a] 3. PUCE AC IN ACCORDANCE WITH WSDOT APWA SECTION 5-04, 6o, s � 4. PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH GRAVEL BORROW. CONTRACTOR SHALL TEST AND VERIFY 5UBGRADE MEETS COMPACTION f. Ta5.5ls.ssw ngineering Pllc+•+.mree,�e:,�eg.:r. REOUIREMENTS PRIOR TO PAVING. 4lE PF a NISN CONCRETE WALKWAY STD DUTY ASPHALT 2 CONCRETE WHEEL STOP 3 ADA SYMBOL AND BLOCK OUT STRIPING Yva _ EACH PARKING SPACE RESERVED FOR PERSONS WITH PHYSICAL DISABILITIES SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY POSTED • 4®f IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL OR SPACE CONSISTING OF A PROFILE VIEW PANQlD PAAI(N3 OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE < �i-.m nw�0 m n vw SMALLER THAN 70 OUARE INCHES IN AREA AND MCA, Mee .•.� SHALL BE CENTERED ON AND JUST BEYOND THE FRONT EDGE OF THE PARKING STALL. SIGNS MAY 11pjp "`+"1 e. ��� �-11'-�i• ., 1` _4q-•T •-fAr ALSO BE HUNG ON THE WALL THE INTERIOR OF END THE PARKING SPACE. SIGN MOUNTING SIGN �°a� HEIGHT SHALL BE 60 INCHES ABOVE THE PARKING O SPACE FINISHED GRADE. AT THE DISCRETION OF THE OWNER, AN ADDITIONAL SIGN MAY ALSO BE POSTED, IN A CONSPICUOUS I -i +•+•A'm SPACE, AT EACH ENTRANCE TO OFF-STREET 1 IO�f fwa R nY Rn u[ +a aTa �o Ya�nr nm. sr. �..-a PARKING FACILITIES, OR IMMEDIATELY ADJACENT i0 AND VISIBLE FROM EACH STALL OR SPACE. THE •"•°O•T® 31131a11ti SIGNS HALL BE NOT LESS THAN 17 INCHES BY 22 - 11O' 10 'r^`A INCHES IN SIZE WITH LETTERING NOT LESS THAN 1y,yo ana +r . e� ��• an •tea <a� u r� v P. Ae... �+.. yt rn. �..ot +•cwD10.� n� A. m INCH IN HEIGHT, WHICH CLEARLY AND CONSPICUOUSLY STATES THE FOLLOWING: „ '•" "°a' n v,.. + 'UNAUTHORIZED VEHICLES PARKED IN DESIGNATED a if+iY"' �Y'�"��"a" K� v+. a.._ ww .+ osw cr+.c aya.v a sn. i moo .w mr •mr m. n a+. sw no mw� n um vus e.u� PCA° " °�'•°" ""' • "�' DISABLED PARKING SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES Jl .py q gyy.r or m w +-Y� o�+...m. oa..m •a4c +erm. .m • +^ a"'v' 9•• •ate•ry •'�•' *�`••a ISSUED FOR PHYSICALLY DISABLED PERSONS MAY . .n ur. r wr <aum < xmrm w an com r > .srw n.oi n. a+�nvnv sw. •y w a uac+m n m. w+m .a...�w, w . n n w.. u-nn a vrcne n nwn r m •w. •a. +u ♦ n ca .+o r, n-m a m>v •oa •..z• .n�.urv. BE TOWED AWAY AT OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT _______ OR ^�" rT �•.e.r �� am °+ raa . _..•. y. i rrp s+m. w P.as wr. __ P.________ awc sv z wrrtrm n ra OR BY TELEPHONING _______. +••ar Y.w r PC ma w .ew.nw w o m w o. n•us ;� ...A i r { vu4 L--.. - C1TY OF EDNDNDS PuBUCORK$CONCRETE CONCRETE CURB AND GUTTER o.� 4wrr 4^• CITY OF EDNDNDS 00�1� f5 SIDEWALK mas sr "'N DRIVEWAY APPROACH TYPE 1OEVAmYEM <�4•` pRyL SDETMLp OETAR-su B NTs NIS CONCRETE CURB AND GUTTER 5 CONCRETE SIDEWALK 6 ADA STALL PARKING SIGN 7 DRIVEWAY APPROACH TYPE III H METAL POST NOTES: I, METAL P05T5 SHALL BE TELESPAR OUICK PUNCH POST. _w 2. METAL STOP AND YIELD SIGN POSTS SHALL HAVE ALTERNATING 1' BANDS OF RED AND WHITE 3M DIAMOND GRADE SHEETING. ALL OTHER POSTS SHALL BE UNSHEETED. .ate N �� a-wRia v I IiOgS T r I 3. FOR IN -SIDEWALK INSTALLATIONS, CORE 4" DIAM, HOLE. ANCHOR LENGTH MAY BE DECREASED 12°. 4. POST SHALL BE ROLLED CARBON SHEET STEEL, ASTM A570 GRADE 50 AND BE HOT DIPPED GALVANIZED AASHiO M-120 YIELD STRENGTH 60,000 PSI MIN. POST SHALL HAVE 7/16- DIE -PUNCHED KNOCKOUTS ON I" CENTERS FULL LENGTH, FOUR SIDES. 5. ANCHOR SHALL HAVE 4 7/I6" HOLES ONE EACH SIDE 2- FROM TOP END. FINISH SHALL BE ZINC HOT DIPPED GALVANIZED Ao�u +etn' a MATERIAL i0 MEET ASTM A500 GRADE B. uw I fi. DRIVE RNETS TO BE EL3BOfi DIA _ ]. CORNER BOLTS TO BE iLCB516M.16M. 4 • 4 npi+. T3S AT 12" O.C. EACH WAY SITE SIGNS SHALL CONFORM i0 THE B�I MANUAL ON UNIFORM TRAFFIC R�L•�ITF CONTROL DEVICES STOP SIGN RI-1 (30") rr� . l• IwT "~°� nT1 1 errM. I UOIES:1 was rw+rtrt•rs r4n ro o•<ra • a ^< 6 v�' i vArR �ac.s > �• �� rn+s �n �� •u a • L .ac �� rr r•wu wa cY° �1 fBdQ °OYOnc ro=SCARIFY v ram• ww un 00 00 O l CRUSHED ROCK BASE- COMPACT✓� TO 95% MAX DENSITY AND RECOMPACT TOP 6" OF EXISTING SOIL TO 95% MAX DENSITY EXISTING (SOILS ENGINEER i0 APPROVE EX DO NOT ENTER R5-1 (30") CORNER ®IB VARE LEFT TURN MUST YIELD R10-1201 /� `?149, NO NO LEFiiTURN N R3-2 I30"1 SEE'. NOTE GAUGI: RIGHT TURN ONLY R3-5R 2° ciiarvr LEFT TURN ONLY R3-5L I NDS NO PARKING FIRE LANE' ]-10] TO READ : 'NO PARKING FIRE LANE' fl L T SIGN POST SUPPORT ACCESSIBLE LOADING' R7-801A (18•X9'): MODIFIED TO 22" ' "� UGE, READ "ACCESSIBLE LOADING -Lh'cr] GAUGE, 24-aLENCTH II SLL N."6 AUTHORIZED VEHICLES ONLY°R4-3 (30"X36"): MODIFIED i0 Permit Set _ A ®. w or�pr"y"'' •yywp� ;y,y y� . aw_a n+7a..a_ AA t= v .• m. V•[x Ywwm n r< ay¢., w. ornH ' M i ♦ �sY.•wm n M olmt •r Mn. +4rwlm w +wnti [ow Ma+[q u•14 rq y p a /a✓ _ —i� wror � �_� ay.•cr SUB -GRADE PRIOR TO PLACEMENT OF CONCRETE WORK) 1NIEL 1. MINIMUM CONCRETE 3000 PSI (5 I/2 SACK) READ "AUTHORIZED VEHICLES ,T ��^ ONLY' 2 2 CUBIC FT. CONCRETE DURING SCHOOL HOURS" R4-3 (30"X36"): MODIFIED i0 READ "DURING SCHOOL HOURS" VISITOR PARKING R4-3 (30'X36'): MODIFIED NTS AND LOADING" TO READ 'VISITOR PARKING SITE SIGNAGE 1 2 AND LOADING" IssUEo. ZOZO.O7.17 PERMIT 2022.02.1 U EHFT PAVILLION w. PPOW —AP vvu^wn •• r.a.m (e,r r..4e...�.m �.. • r _ • _ na.� .... oa+. •� 2. PROVIDE CONSTRUCTION OR CONTRACTION JOINTS TO BREAK INTO AREAS OF 144 SF OR LESS. NO ACUTE ANGLES. JOINT LOCATIONS TO BE APPROVED Br THE ARCHITECT. 3. PROOF ROLL EXISTING SUBGRADE AND REMOVE ANY SOFT SPOTS VISITOR PARKING' R4-3 (30"X36"): MODIFIED i0 READ MSROR PARKING" APPROVED FOR CONSTRUCTION OMS STAFF PARKING" R4-3 ASIX36°): CITY OF EDNDNDS CURB LANE LOADING ONLY• R4-3 (30"X36"): MODIFIED i0 READ "CURB LANE LOADING ONLY DATE CONTRACTOR SHALL SUBMIT A MOCK UP OF ALL MODIFIED SIGNS TO ENGINEER FOR APPROVAL PRIOR i0 ORDER OR PURCHASE OF SIGNS BY: UTILITIESAND PAVING DETAILS F �CI P5&%TDS DEPARrUEM TYPICAL MINA AND UTILITY PATCH o....» E iY OF EDNDNDS 'UB1C NORECS �fvAaiyfN* TREE GRATE P ° n �4 STMIDMD DETAR GU-410 STM OARD GET,yL TR-551 /� CJ NIS CITY ENGINEERING DIVISION .2 4- //.Jf .. •,,\ VEMENT You created this PDF from an application that is not licensed to print to novaPDF printer (ht .//VVVVVV.Iluy0 u1.uulLI - J ,K STUB MR FUTURE De,ELDRMENT) SEWER STUB SHALL BE L �TEO 10' INSIDE PROPERTY NE k `TAKER PLACE 2'.M' TIMBER A, PAINT ,OP"IB INCHES _TrIN 3 IINCH WONT LEERS, STENCIL TxE NUMBER OF LVEN FEE, MAPI ADDN,.D.DM.,,.�• � o Ir HOME" =____-_____ LII�./'•af t K u QII OI �R.Do p� o 1WBm �� RESIDENCE " FRFIRE 3,11 50 TIE SEWER STUB I -I, -U WRVE ,0 BE DOUBLE WRAPPED AROUNDAKE FINISHED G E. j _ J I O I IIIIII�vY Mi END AN BEND ANDCLEA N (MAX) LOCKING [OVER __ III 1----- I I NML WLIH- I D (TYR) ILEA) STD DUT & PER COE 5,D OTL 55-Z(p I .. Al Kl. 1\l` \� D 0 •. R- . NOT i0 EEO 100' BEMEEN [LEANWiS ExC T WE AND .�( .�1..�r� \ I i ` �i/ III ` IP ,vn• OEEVUCNC COLLAR'- C�R r 'z W 12- LOCMNG COHR FMISHEO DUDE & SEE NOTE J W ¢ v O .I &a V 2.Y R a5 SEND I �\ �� I LJ ' !L _ _ 11 c 11 1Qp > -] • ATnS! tv tp tuw 9.W. R WN +0 tJN l.CRO 11� OlOWIS MATCRM I ICT• O Y A WI npaE St101 [OJ4 TO 11001�»f>�g ]OtY� . •.. -. - • ....- 5. x 12 END Of PIPER GNPPER RUG 27pfi1 A APPROVED 6' TEST TEE apo� 6 SEWER D LI„I Ha MI[iWl IaW �'� !� War: O ]• ti ro rAO ITN! -i� •R-I�rr . .�rl . j, MUD.) d` u ORE,ERALR TO SA MAx fi WYE/fi III SHALE SEE NOTES I AND 2 ! ©] ]' ,MSS StRQI (uY FA SW,W. AM O HRA BJ. µI[0gCw5t 40016ROP[[16 gym• _ WATEa vcxT CAR ��:. ���:�RozvaE WTW Sr.,aE55 St[R Teen Do ... JS' PoSER LEVEUNG COUNT y 1 D SEWER MNN -ON MATF'RI1L LKT. q s> emu• Iw wmL WITH ,wGtp o ©Y Mn . o�s rW.Nli .:. .. - BEE NOTE M MY II' PVC SLEEVE ALL I' rq YlSDrt CArtW cvR!( �B r� x cc [. I• (c .) ueP urt[t (tdro OII wWA] SL•' n W O C4,[C,ICM�ii r.[pYnq Lw!! ©]' MW YK (cE.IJ 3 6' RISER R�9 wIY•IOV[0 Cai[ctcN�M rwSLM rIA[�vwi WE p�.IM • O WLfI• CW('n0I•Y WO! TO iE s[n e '/`M�01. M' OR 6. 51D[ SEWER 32.Y OR J5' BEND 8 • cls caOMSaA FmNG MLL WH OM sTR MO 1O FAO Y.UuxO IA " ' •o• Nix P+L _ cTIO+ .A WIOfT[ RR[ WROr15 K.f RNA O A I .WAV31101 - MY BEND 0 [nY SN9 GENERAL CLEANOUT DETAIL fi fi' ,ES, TEE t wa OvJgPU'E V,AS pI 1.11 ALq OVR[lyyN}eiOM �SWl O[P !PM rOI�� [ 6w-ITw -� r� .WN ��URE` .RO • T -I I- wn OO Rq! I.TDI .O[ 9WL R s[T n M 0O ' tE - Irk . ram] - 1HK W.L.M00.N �BOIP. �n w.wfngnPHILOlrI•oQ". 3 1 f. Ep5.973.5399 .• A fi' 6' TEE 8:. 1. 9Nt! S.AM (OLW PR RuuG I- o T wOx cPSR w0 ,qx MK(IL OOOII .VSD RMWAS MINW OKt WFC[tt 9WI W/ IFI n o:: wamero tNnc�iutio ,m Is .o..w<o p ] NLI: ..LH .DI ro .! I[o! MOB t0 ngineering pllc - 12' LOCKING [OVER SIDE SEWER CLEANOUT DETAIL SEE NOTE 3 AT PROPERTY LINE/CITY EASEMENT W NOTES: 'azg r SEE NO,ECML PDS50.E SEWER MNN OlAiNN NOTES: MAC MW'v6x9 LC Lm p1nLN[ LISU LOtVrtlx LIx,¢D Wm. xwl,R Y ..' StJW[ WNR ti.liR' SrpGY[D W n TLUWe (uRlO TO R.aStC NP! [Hm +off ro H OIOAOm ca.- .c , cOL.Nss[sI RrTw SOfOI.[ W J/,' A 1' N.{I,. 4,IT[ NSx COwICITN, 6 +Kt +O OATP4W lK Lrt O ], LMM It! 5 [u 0 Mtp Sllnt0. ro [6•PLL]D .lO TO vwlLWO .In �tO O upw , - 1/: xan»a]s aaLm : v.cn Rao.. °f :i. Nc aI'�HL' i�w Il mnc •.m wGMWry CNL[v 45rtvfR[ Pt lE J. PF �¢ AND a a5 ASBMLT SUNACE I. SEWER PIPE SW4L SDR-35 ,DINTS $INLL BE LASKETFO. I. WHEN TAPPING INTO EOSTING MNN A WUM STYLE CB SADDLE SIULL BE USED. PLACEMENT Of TEE SIULL DEPEND ON DEPTH OF tLW SCR.QE 10 IG/SE' ,rs*ram n OR,IER/mNtRlciA (aw RULIBIG il co /Y A ��M LLn . Iv cwsasiw mn4 2. PIPE SLORE TO BE 2R MIH eHO UP TO SA MAIM. SEWER MAIN. As A MINIMUM, THE TEE SMLL BE PLACED AT A 45 DEGREE ANGLE FROM PIPE 5PRNGUNE. L � AIUG^ WAC4AM61! gKTTMWVy _v"11= ` rK/,-1TLCDSDWq�� � WU A�M.� 3, pEWER CLffNOUi LOhR ,D BE EONS, JAWN IRON WORKS ' 2 2. WYE ESHALL"Bf AiBEA S DEGREE AN0.E FROM P�I EG SPREIN0.ME, SEMICE CONNECTION TO TxE MNN SHALL 9E OOHE Wrtx A WYE O B•A I®IKAfiMli[W WA TMWL % qT ON pt� g 4IRRlY ro E .ttR A T'4f ILLMIO. OAI[ ODUCT pOOJfifi103 STAR PIPE COSP- OR APPROVED EOWL I MID LONG 12' L{1G Sxru I10T BE 9l N O�Rr.(WnY N6w1 iwLSs rwT4 MrED�p ry q!r Erip,QT1. ? ZOVAL e u� PVC SLEEVE •CONSTRUCTED A fi' RISER END OF PIPE DIPPER PLW INLROADWAYS PER COE SID DWG GU RJS roLLaws 3.IF CONNECTING EOSTING PRWA,E SIDE SEWER TO NEW CITY LATERAL, A CONCRETE/1- STRONG- FERNCO RC SERIES OR ROW CWRINC SW4L BE USED AND SECURED PER MFR'S INSTRUCTIONS. ��' 3f d"- I " .uair mu �.- CITY OF EDMONDS 1 -I 2" B 2•• WATER SERVICE WpoNpe 101W p� "Iqr STANDARD (�HFRNE 27061 OR M. BORING OF SEMICES WITHIN PIDIT OF WAY IS NOT ALLOWED. CITY OF EDMONDS WATER SERVICE PUBLIC WORKS INSTALLATION RROVEO EWY) IN 9BEWAIN/IANDSGPED ARM EITHER 24'.24•.6' DEEP CONCRETE COLIMN OR 24- DMMETER . 6' DEEP CONCRETE TYPICAL CLEANOUT C.- 5. SEWER PIPE SMLL BE SA-55 AND JOUN,S SHALL BE GASKE,ED. 6. IF STUB FOR FUTURE DEVELOPMENT. USE RUBBER JOINT BISCUIT RUG A OTHER APPROED WATERTIGHT RUG. _ PUBLIC WORKS INSTALLATION STANDARD DEPARTMENT DETAIL DEPARTMENT r. ,9q0 DETAIL WA-131 R/rILW.m .!; . a„LI,W UNDER ASPHALT OR CONCRETE WA-130 COE DETAIL SS200 - SEWER CLEANOUT DETAIL COE DETAIL SS202 - NEW LATERAL SEWER DETAIL 2 COE DETAIL WA-130 - 3/A" & 1'I WATER SERVICE INSTALLATION DETAIL 3 COE DETAIL WA-131 -1-1 /2" & 2" WATER SERVICE INSTALLATION DETAIL BUNG RANGE A SMALLER SZE PIPE BLIND FIANGf A C C B FIANLE R11G A CAPPED CROSS CROSS TEE W/ PLUG TEE CAP 90' BEND 45' BEND 22-1/7 BEND 11-1/4' BEND NOTES: 1. BEARING IPFA OF CONCRETE THRUST BASED ON 20D PSI PRESSURE RECEIVED AND SAFE SOUL. BEARING LOAD OF 2-I.N.PER SCUARE 2. AREASIMU [TDIBE a LISTED FOR OTHER PIPE SIZES. PRES5URES M IL . 03/04/22 THRUSTBLOCK LE 3. CONCRETE BLOCKING SHALL BE CAST IN PLACE AND HAVE A MIN BEARING ARFA -NIT UNDISTURBED SOUL MINIMUM OF 1/4 SOUARE MOT BEARING AGWNS, ,HE FITTING. MIN )IT HRUS, BLOCK SHALL BEAR AGNST FITTINGS AND UNDISTURBED SOUAIS FEET IN FED) SING CFITTINGSHLL BE WRAPPED IN POLYETHYLENE FILM BEFORE CITY OF EDMONDS PIPE I. Aa c D E a 5. CONTRACTOR SHALL INST&L B-IING ADEOwTE TO WITHSTAND 3 CI FULL TEST PRESSURE AS WELL AS ,O CONTINUOUSLY -STAND 6• 2 OS OPERATIONAL PRESSURE UNDER ALL CONDITIONS OF SERACE. DEVELOPMENT �t=T�vlt,t=.� vt=F-nT�I IVIt=Iv I B' 76 2 1.3 0.7 B. BLOCKING - BE REDUCED WITH USE OF RES,RNNED JOINTS 10• 1 10 6 3 2 1.6 0.9 -ENT TO FITTINGS. 12' IB 14 9 5 3 1.9 7. CONCRETE SHALL NOT COVER FITTING DOLT AND NUTS W 29 25 IS B4 2.8 1.4 Permit Set ISSUED 2020.07.17 NIS Q NOT USED Q 2022.02.10 APPROVED FOR CONSTRUCTION CITY OF EDMONDS UTILITIESAND PAVING DATE DETAILS 7BY: NIS USED CITY ENGINEERING DIVISION)T C3.3 You created this PDF from an application that is not licensed to print to novaPDF printer (ht .//VVVVVV.I luyci u1.uulII Table 6H-4. Formulas for Determining Taper Length Speed (Sj Taper Lm*th Q 61 feet 40 mph or baa L= Wr a0 45 mph aamao L= We WMts:L .by -II Inlest W = width of oRM In bd e .poslea speed rota,Woe-peal66NpeIDWelb cpeW pdW b wwkatedFap. W the enUnpeled opal+M9 speed In nlph SHIFTING TAPER FORMULA (PER MVTCD TASKE 6C.3) SHIFTING TAPER = AT LEAST 0.5L NOTES: 1. WORKING HOURS IN ROADWAY SHALL BE MONDAY-FRIDAY 9:OOAM-3:ODPM. 2. A TRAFFIC CONTROL SUPERVISOR (TCS) WILL BE ON -SITE DURING LANE CLOSURE, IF NECESSARY, FOR THE DURATION OF THE PROJECT. 3. THE CONTRACTOR SHALL PROVIDE A SPOTTER FOR PEDESTRIAN MOVEMENT THROUGH THE WORK AREA (PEDESTRIAN DETOUR ROUTE). 4. SIGN SPACING, DEVICE SPACING, AND TAPER LENGTHS AND BUFFER SPACES SHALL BE BASED ON THE POSTED SPEED LIMIT OF 25 MPH. 5. SIDEWALKS TO REMAIN OPEN EXCEPT AS NEEDED TO PERFORM ACTIVITIES SUCH AS SIDEWALK REPLACEMENT AND UTILITY CONNECTIONS. CROSS _� J SIGN SPACING - X (1) FREEWAYS § EXPRESSWAYS 55/70 MPH 15V i RURAL HIGHWAYS 60/65 MPH 800' i RURAL ROADS 45/55 MPH 500i RURAL ROADS AND URBAN ARTERIALS 35/40 MPH 350' S RURAL ROADS, URBAN ARTERIALS, RESIDENTIAL AND 25/30 MPH 0' 2i (2) BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100 k 2 ALL SIGNS ARE BLACK ON ORANGE UNLESS DESIGNATED OTHERWISE. 1. ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS. AT -GRADE INTERSECTIONS. AND DRIVEWA S. 2. THIS SIGN SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. W20-1 I ND PROPERTY LINE EX CONTOUR (INDEX) -S3]- - EX CONTOUR 23D— — PROPOSED CONTOUR (INDEX) 231 — PROPOSED CONTOUR FF 7e0 FINISHED FLOOR ELEVATION EX BUILDING PROPOSED BUILDING 0 CONCRETE WALKWAY CONCRETE PAVEMENT ® PAVERS O ASPHALT (AC) PAVEMENT 0 HEAVY DUTY ASPHALT (AC) PAVEMENT GRIND AND OVERLAY SITE WALL VERTICAL CURB BIORETENTION AREA O AREA/YARD DRAIN TRENCH/CHANNEL DRAIN CATCH BASIN TYPE I CATCH BASIN TYPE 2 STORM DRAINAGE PIPE FOOTING/SUBSURFACE DRAIN • STORM DRAIN CLEANOUT • FOOTING DRAIN CLEANOUT • DOWNSPOUTS ELECTRICAL LINE TELEPHONE LINE c GAS LINE 1 — SIDE SEWER PIPE SEWER CLEANOUT SIDE SEWER CONNECTION O SSMH • BOLLARD FIRE HYDRANT WATER FITTINGS WATER SERVICE LINES WATER METER WATER SERVICE LINES FIRE SERVICE LINE FIRE SERVICE VAULT FIRE SERVICE CONNECTION S11 zawpVzvm f. 2ss73.5344 a PIIC m,•Iocwg-rR,., S IE A'eP �s'/oVnL k`d RECEIVED 03/04/22 CITY OF EDMONDS DEVELOPMENT Permit Set Know what's below.ISSUED � Call before you dig. Dial 811 2020. zozo.o7.t7 2022.02. 10 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE TRAFFIC CONTROL BY. C4a0 CITY ENGINEERING DIVISION You created this PDF from an application that is not licensed to print to novaPDF printer (http://www.novapdf.com)