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ENG PROJECT ASBUILT - LFPORT OF EDMONDS ADMIN BUILDING 471 ADMIRAL WAY EDMONDS, WA 98020 If , W 1015, PORT OF EDMONDS 471 ADMIRAL WAY EDMONDS, WA 98020 425.775.4588 CONTACT: ROBERT McCHESNEY RMCCHESNEY@PORTOFEDMONDS.ORG APPLICANT JACKSON MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 206.324.4800 CONTACT: MEGHAN CRAIG GENERAL NOTES CONSULTANTS ARCHITECT JACKSON MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 206.324.4800 CONTACT: MEGHAN CRAIG STRUCTURAL ENGINEER CG ENGINEERING 250 4TH AVE S, SUITE 200 EDMONDS, WA 98020 425.778.8500 FAX 778.5536 CONTACT: DENNIS TITUS, PE, SE CIVIL ENGINEER SOIL/GEOTECH ENGINEER CG ENGINEERING LANDAU ASSOCIATES 250 4TH AVE S, SUITE 200 130 2ND AVE S EDMONDS, WA 98020 EDMONDS, WA 98020 425.778.8500 FAX 778.5536 425.778.0907 CONTACT: JARED UNDERBRINK, PE SURVEYOR REID MIDDLETON 728 134TH STREET SW - SUTIE 200 EVERETT, WA 98204 425.741.3800 CONTACT: JAMES PURKEY GENERAL NOTES 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: - CURRENT INTERNATIONAL BUILDING CODE (IBC) - CURRENT WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION - WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL ASBUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES REVISED 05.15.2017 LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTIVE ACTIVITIES (I.E. HEAVY EQUIPMENT, STOCKPILING). 14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT. 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. 17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. 19. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE SYSTEM DOWNSTREAM OF THE SITE STORMWATER DETENTION SYSTEM. 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, PROVIDE TO THE CITY WATER QUALITY TECHNICIAN, A COPY OF THE BACKFLOW TEST REPORT. TEST REPORTS CAN BE FAXED TO 425-744-6057 OR EMAILED TO JEFF.KOBLYK@EDMONDSWA.GOV. BACKFLOW TESTING SHALL BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER. 22. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS. 23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 24. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. UTILITIES WATER/SEWER/STORM CITY OF EDMONDS 121 5TH AVE N EDMONDS, WA 98020 425.771.0241 POWER SNOHOMISH COUNTY PUD PO BOX 1107 EVERETT, WA 98206 425.783.1000 GAS PUGET SOUND ENERGY PO BOX 91269 BELLEVUE, WA 1.888.225.5773 CABLE & TELEPHONE CO M CAST 15815 25TH AVE W LYNNWOOD, WA 877.824.2288 FIRE FIRE DISTRICT ONE 12425 MERIDIAN AVE EVERETT, WA 98208 425.551.1200 25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. 26. SLOPE OF FINISHED GRADE SHALL BE CONSTANT BETWEEN FINISHED CONTOURS OR SPOT ELEVATIONS SHOWN. 27. FINISHED GRADE SHALL SLOPE AWAY FROM BUILDING WALLS AT MINIMUM 5% SLOPE FOR A MINIMUM DISTANCE OF 10 FEET. 28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. 29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. 30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO Revised 05.15.2017 EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. 31. ALL UTILITIES SHALL BE PLACED UNDERGROUND. 32. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING. 33. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND CITY. 34. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE. 35. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO 95%. COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING. 36. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES. 37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING. 38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. 39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM. 40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION. 41. A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT IS REQUIRED FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY. 42. UNDERGROUND WIRING REQUIREMENTS OF ECDC 18.05 SHALL BE FOLLOWED. ALL UTILITY SERVICES SHALL BE INSTALLED UNDERGROUND. CONSTRUCTION SEQUENCE NOTES 1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION BY EMAILING 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 DISTURBANCE OF ANY AREAS OF VEGETATIONOUTSIDE 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. ROUGH GRADE SITE AS REQUIRED TO INSTALL DRAINAGE FEATURES. ROUGH GRADING OF SITE IS TO FOLLOW ROUGH GRADING OF ADJACENT APARTMENT SITE. 7. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS. 8. CONSTRUCT BUILDING. 9. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. BENCHMARK N-7, RESET 1956, BRASS DISK U.S.C.&G.S. MONUMENT SET ON TOP OF CONCRETE RETAINING WALL OF A FLOWER BED, 3.4' NORTH OF THE NORTH CORNER OF EDMONDS AMTRAK RAILROAD STATION. DATUM 0 VERTICAL: NAVD 88 HORIZONTAL: NAD 83/11 WA NORTH LEGAL DESCRIPTION THAT PORTION OF GOVERNMENT LOT 3, SECTION 23, TOWNSHIP 27 NORTH, RANGE 3 EAST, W.M., LYING BETWEEN ADMIRAL WAY AND THE BURLINGTON NORTHERN RAILROAD RIGHT-OF-WAY, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE SOUTH LINE OF SAID GOVERNMENT LOT 3 WITH THE CENTERLINE OF ADMIRAL WAY; THENCE SOUTH 42°33'18" WEST, ALONG THE SOUTHWESTERLY PROLONGATION OF SAID CENTERLINE 54.17 FEET; THENCE SOUTH 47'26'42" EAST, 30.00 FEET TO THE EASTERLY MARGIN OF SAID ADMIRAL WAY; THENCE NORTH 42°33'18" EAST ALONG SAID MARGIN 823.91 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH 42°33'18" EAST ALONG SAID MARGIN 300.41 FEET; THENCE SOUTH 47'26'42" EAST 120.00 FEET TO THE WESTERLY RIGHT-OF-WAY LINE OF THE BURLINGTON NORTHERN RAI LROAD; THENCE SOUTH 42°33'18" WEST ALONG SAID RIGHT-OF-WAY LINE 299.86 FEET; THENCE NORTH 47°34'27" WEST 120 FEET TO THE POINT OF BEGINNING. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. HAUL ROUTE TO SITE: 1-5 TO WA-104W SLIGHT RIGHT TO CONTINUE ON WA-104W L ON W DAYTON ST W DAYTON ST BECOMES ADMIRAL WAY FROM SITE: R ONTO ADMIRAL WAY ADMIRAL WAY BECOMES W DAYTON ST R ONTO WA-104E CONTINUE ON WA-14E TO 1-5 BURIED UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY NOT BE COMPLETE. CONTACT THE ONE- CALL UTILITY LOCATE SERVICE A MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTION SHEET INDEX CIA COVER SHEET & GENERAL NOTES C2.1 TEMPORARY EROSION CONTROL & DEMO PLAN C2.2 TEMPORARY EROSION CONTROL DETAILS C2.3 TEMPORARY EROSION CONTROL & DEMO PLAN C3.1 GRADING & DRAINAGE PLAN & DETAILS C3.2 GRADING & DRAINAGE DETAILS C3.3 GRADING & DRAINAGE DETAILS C4.1 WATER & SEWER PLAN C4.2 WATER & SEWER DETAILS C4.3 WATER & SEWER DETAILS C5.1 SITE & STREET IMPROVEMENT & TRAFFIC CONTROL PLAN & DETAILS C5.2 SITE & STREET IMPROVEMENT DETAILS C5.3 TRAFFIC CONTROL DETAILS C5.4 STREET IMPROVEMENT DETAILS HAUL ROUTE �� /♦ �` PaF ♦ ` ♦ 3`��� ��` ♦/ PROJECT SITE u VICINITY MAP N TS LEGEND DESCRIPTION EXISTING PROPOSED ABBREVIATIONS PROPERTY LINE ADJACENT PROPERTY LINE CENTERLINE CLEARING LIMITS - - - - - - - - - ABN BLDG BOW CB ABANDONED BUILDING BOTTOM OF WALL CENTERLINE CATCH BASIN MIN MINIMUM MECHANICAL JOINT MONUMENT NOT TO SCALE MJ - MON - NTS SILT FENCE X X X X OC ON CENTER CONTOUR LINE 100 00 CMP CORRUGATED METAL PIPE CLEANOUT PC POINT OF CURVATURE POINT OF INTERSECTION FENCE '-' ^ ^ CO PI SANITARY SEWER LINE MANHOLE - - -ss - - -ss ssss- CONC CONCRETE PIV POST INDICATOR VALVE PROPERTY LINE ® ® CONST CONSTRUCTION It STORM DRAIN MAIN - -SD- - -SD- ----->-5D�5D- CP CONCRETE PIPE CUBIC YARD DOUBLE DETECTOR CHECK VALVE ASSEMBLY DUCTILE IRON PIPE DIAMETER DUCTILE IRON PIPE PT POINT OF TANGENCY STORM DRAIN PIPE - - - - - - - - - --- CU YD PVC POLYVINYL CHLORIDE PIPE ROOF DRAIN FOOTING DRAIN PRESSURE LINE CATCH BASIN (TYPE 1) - - - R - - - R - - - R - -R-R DDCVA PVI POINT OF VERTICAL INTERSECTION PAVEMENT POINT OF VERTICAL TANG. - - - F - - - F - - - F - F F DI DI A PVMT - - - P - - - P - - - P - P P PVT ❑ ■ DIP R RADIUS CATCH BASIN (TYPE 2) EA EACH REINF REINFORCEMENT CLEANOUT o c � EJ EXPANSION JOINT RJ RESTRAINED JOINT CLEANOUT AND WYE �� ELEV ELEVATION RET RETAINING GRADE BREAK - - - - - - - - - - - - - - _ EOP EDGE OF PAVEMENT RT RIGHT SURFACE SWALE EX EXISTING SD STORM DRAIN DRAINAGE ARROW WATER LINE FDC FIRE DEPT. CONNECTION FINISHED FLOOR ELEVATION SECT SECTION - - WA- - - WA WA- WA- FIFE SDMH STORM DRAIN MANHOLE WATER METER FIRE HYDRANT ® FH FIRE HYDRANT SIM SIMILAR FL FLANGE SQ SQUARE FDC V FT FEET/FOOT SS SANITARY SEWER PIV O • GV GATE VALVE SSMH SANITARY SEWER MANHOLE STATION STANDARD GATE VALVE g Z HP HIGH POINT STA TEE IT, HT HEIGHT STD 90° BEND THRUST BLOCKING �_T ID IE INSIDE DIAMETER STL STEEL THRUST BLOCK ♦ INVERT ELEVATION TB CAP L LENGTH/LINE TOC TOP OF CURB CONCRETE PAVEMENT ° c ° a ° LCPE LINED CORRUGATED POLYETHYLENE PIPE TOW TOP OF WALL TOP ELEVATION TYPICAL ASPHALT PAVEMENT CRUSHED SURFACING LF LINEAL FOOT LOW POINT TOP LP TYP ROCKERY f 20.0 LT LEFT MAXIMUM VC VERTICAL CURVE WITH SPOT ELEVATION f 20.0 MAX W/ TELEPHONE LINE - - - T - - - T - - - T - -T-T -E-E MECH MECHANICAL WM WATER METER POWER LINE - - - E - - - E - - - E - MH MANHOLE GAS LINE --- G - -- G - -- G- G SIGN CAB' DENOTES AS -BUILT J VALUE "THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON CONSTRUCTION RECORDS AND AS -BUILT INFORMATION PROVIDED BY OTHERS. CG ENGINEERING HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION" BLD2021-1384 PPROVED FOR CONSTRUCTION CITY OF EDMONDS IItL'TAI•i JACKSON I MAIN ARCH ITECTU RE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM OT U) 0 z W vI/�/24 O o Uj > c) Q00 p warn Lu JQ LL pQ� O U) Q � zo0 � wQ2 O Jcyo U c� w U) 0 z CD O z W CN w 00 Q w oJ� LL m < < O �- z v z �QO 0 on �Qw.I- w w w w w w w w w z z z z z z z z 0 0 0 0 0 0 0 0 0 ❑ z > > > > > > > > z �m w w w w w w w w �IYIYLLLLLLQ b- O z z z z z z z z LL 0 0 0 0 0 0 0 0❑ cii w U U U U U U U U � w > ❑ U) m Q z z z z z z z z O O O O O O O O U U U U U U U U O z w N N N N N N N N N N Q\ O O N !: !: O N N (\ o o 0 0 0 0 0 0 0 IL 20-00-0 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 PROJECT NO.: 21160 PROJECT MGR.: JPU DRAWN BY: ATD CHECKED BY: GAG COVER SHEET & GENERALNOTES CITY ENGINEERING DIVISION clol JACKSON I MAIN ARCHITECTURE P.S. © 2021 0 cn .N " � 13.28 12.96 .12.91 13.34 ° w 17.5% 1.4%� t7O 12.85�12.466.4%TOC: 13.27 12.93 12.77 ° P TRAM GRADING AND DRAINAGE PLAN NOTES: TR\ANS 1. SOILS REPORT REPORT NUMBER: 0173039.010.011 I �/ PREPARED BY: LANDAU ASSOCIATES - L E. BOX DATED: 10/04/2021 2. A MINIMUM OF 3' HORIZONTAL SEPARATION AND V VERTICAL SEPARATION IS REQUIRED BETWEEN DRY UTILITIES (POWER, GAS, PHONE, CABLE, ETC) AND SEWER, WATER AND STORM, AND A MINIMUM OF 5' o I HORIZONTAL SEPARATION AND 1 VERTICAL SEPARATION FROM ANY CITY OWNED LINES. oq 12.98 I 1 o 12.90!�Etf:tS D 3. NEW/REPLACED IMPERVIOUS SURFACE (INCLUDING ROW): 23,598 SF 1 2 - NEW BUILDING: 7,294 SF ROOF AREA. RUNOFF ROUTED TO PUBLIC STORM MAIN THROUGH ROOF ------- I \ y2 DRAINS. r--------------- AS ASPHALT 1 G* I G* G* G* G* G* G* G* - NEW SIDEWALK: 1,221 SF. RUNOFF COLLECTED BY CATCH BASINS. - NEW DRIVEWAY: 12,251 SF. RUNOFF COLLECTED BY CATCH BASINS. LANDSCAPING: 1,820 SF. RUNOFF COLLECTED BY CATCH BASINS. - ROW SIDEWALK: 1,934 SF. RUNOFF COLLECTED BY ROW CATCH BASIN. SS - - SS - 2 3 4 S -ISS SS - SS SS SS \ SS S - SS SS _ _ - ROW DRIVEWAY: 898 SF. RUNOFF COLLECTED BY ROW CATCH BASIN. TYPE I CB A6_ RIM: 12.57 12.41 (AB) C3.2 C3. C3.2 1 1 1 IE (12" DIP*E N): 10.75 10.43 (AB) i i 1 4. ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2014 SWMMWW BMP T5.13. 34 LF - 12" DIP @ 8.596 0.6% (AB) I �i� - - - - I-- I- 1 - - - - - - - - - - - TYPE I CB I �` I 1 1 TYPE I CB -_ RIM:12.28 12.22 (AB) I I 1 �- (INSTALL BACKWATER VALVE 10 LF ^ 12" DIP @ 0.596 0.7% (AB) STORM CROSSES ADMIRAL IE (12" DIP&ES): 18.61 10.24 (AB) ---- r-� -_ J I ADMIRAL WAY , 4 ON NE IE DOWNSTREAM OF CB) TYPE 1 CB A IE 12" DIP*E-N :10.6110.24 AB -- r----J �- I RIM:1�E) 11.33 (AB) ( ) ( ) 112.56 * _-r I W* * * _ * RIM. 11.33 ---- %' 1-------J L-- � IE (12 DIP SE): �ff 9.53 (AB) W W* - n W �� L-- r 1 1 W 11.41 W IE(NW):9.48 2 3 4 1227 � Z I I 2 3 4 A FL: 12.25 I112.54 1 as 1 I 1 IE (12" DIP NE): 9.53 (AB) IE 12" DIP SW): 9.481 2 RISERS W/ 7" RISE, C3.2 C3. C3.2 ( MAINTAIN EXISTING FRONTAGE C3. C3. C3. 112.30 _ _ \_ , 13� a I I 11 TREAD IE (12 DIP SW):9-6$9.53 (AB) 11.93 1 POTHOLE I 1 11.41 o SLOPE TOWARDS EXISTING CB ° FL:12.48 SEWER 1 1 12.20 1 1 I 1 1 TOC: Q 11.98 TOC: 1 TOC: 12.98 LATERAL I 1 12.25 1 12.16 1 1 I 1 I Q MINIMUM 6" COVER FOR DI PIPE (AB) 11.34 6 3 p 1 11.23 °°°°°° °°°° - 11.6 °°°°°° °°°° TOC: 11.50 TOC: 12.70 I 1 --- f13_10 - - - - (AB) ---- -1--J ° -----� �� L---� -- -----�----------- _-- - 11.76 - - - - - - - - - - - - - - - - - - - - - - - - ------------------------11.84 - -- --- - - -- - 11_40----- 1 -_ " DIP 4 o - ---- ---------- - / o � ; _, 4 o � � � � ---:� - - ' - - - "DIP 0.5% / _ 39LF^'12 OC. 12.54 ;, TOC: 12.26 11.62 11.55 „ - p D ° °> ■ 1 7.5/ 12.9 `" TO•C:12.66 D 2 7 T 11.35,. 3 4 FL:12.42 �2.42p ° ° ° ° a 5. OC.12.12 ° 11.79 0.5✓� 0.5/° ,7.5/° p � o � o � 12.7 � � � � � � � ° 1. LF 12 � ° 11. ° - - �- ° a 12.54 13.61 2 12.54 Til1h/I 12.37 12.82 12.78,°� 12.66 12.4'4 TOC:,12,02 PVC @ 0.5% 11,95 ,6 ° °12.06 p 11.53 11.60 _ 13.3 13.61 11.55 - -- 11.95 ° ---- - 13.93 - -- - _ - - - - 12 ----- _ - ° D WA A 13.8 -- 4:5%, w ° ----- -- 7% 12.24 F J12.12 F F - F F 7.00------------- --- 7.00' 5. EXTEND CURB 7 1 ° R/f R F R/F R/F ° F 11.70 - R/F 11.65 11.45 SLOPE TO DRAIN, FL: 12.57 TOC: 12.87y F R/ R/F R/ R/F R 13.68 a 2.0% MAX A5 TOC: 12.97 J ° TYPE I CB W/ SOLID LID 12.45 12.52 13.68 8 LF ^ 8 DI PIPE SHALL HAVE �n „ TOC: 13.90 0 I RIM:i2-611.85 (AB) Q 13.40 1 �� P � 12.42 13.97 � � PVC @�-59fr IE (8" PVC S):�9.60 (AB) MINIMUM 6" OF COVER 6 _ 713.97 12.62 - ----- _ 0.8/0 (AB) SAWCUT LINE � lg IE (12" PVC W): 9-.-74 9.60 (AB) 1 `y a 12.15 IE (12" DIP N):�9.60 (AB) a p � i A \ � ENTRY: 14.00 � 13.40 \ � °o 12.60 `- PV ENTRY: 14.00 f ^"^ '_:^ GRATE INLET (AB) 00 „ ° / / 1 14.21 5.0%_ ,\ A 12.0 i� TYPE I-L W/R n MAX \ I RIM: �7 11.51 (AB) V / I ✓ D U I I ENTRY: 14.21 IE (4 PVC SW):�--l�r69.86 (AB) 1 3 14.1 R °° ° ° IE (6" PVC S): +86 9.86 (AB) DRY UTILITIES TRENCH; CONNECT AS DESIGNED BY OC: 13.14 IE (12" PVE DIP N):+-869.70 (AB) C3. C3.2 ELECTRICAL CONSULTANT OR 1 ENTRY: 14.21 SERVICE PROVIDERS 12.64 1 a� ENTRY: 14.00 13.08 TOC: 13.88 MODULAR WETLAND SYSTEM 14.12 1 1 -- - D 13.38 1 D (MWS) W/ CURB INLET C3.3 14.13 3 I RIM:12.63r 12.55 (AB) ROOF AND FOOTING DRAIN 1 OC: 13.E 2 IE IN I 42zPROPOSED BUILDING 13.38 13.20 3 IEIN(8'UPVCSE)RB T@0$3r9.80(AB)B) 14.00 IE OUT (8" PVC NW): 9.50 (AB) 13.54 , FFE:14.0 T TOC:12.90 V cn / J 13.52 12.40 LANDING AREA, TYP Q1 ` V) 13.08 (1.5% MAX CROSSA-Z - - - - - - - - ---- ------ oil /// SLOPE) Q A 13.31 13.32 13.36 T 13.24 /,I / / / GRADING AND DRAINAGE PLAN SCALE: 1" = 10' (AB 1 DENOTES AS -BUILT 1 VALUE W NA A3 I I I I I I I I I I I ro "THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON CONSTRUCTION RECORDS AND AS -BUILT INFORMATION PROVIDED BY OTHERS. CG ENGINEERING HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION" 1320 13.04 13.01 13.46 13.55 /-- 14.0 GARAGE ENTRY: 14.0 13.97 13.48 a o -4po , � 13.43 13.16 GARAGE ENTRY: 14.0 TOC: 13.85 13.78 JAI j/a - J/a j/a J/a J/H im JAI j/a JAI j/a 13.68 ENTRY: 14.21 1 I A 1 I I I TYPE 1 CB W/ DOWNTURN ELBOW 2 3 4 RIM: 12.55 12.58 (AB) IE (8" DIP*E� N):11z3 10.91 (AB) 1 I I WA JA WA WA WA WA WA WA WA W+- WA WA WA WA TRASH AREA SEE ARCH PLANS I 1 13.25 I 149 LF - 8" DIP @-075%0.4% (AB) - 0.8% 11.59/6- 2.7%_ 13.19 1 - r 13.22 13.57 wA 12.72 13.08 m 0 a\' ,n a o � a� 0 00 r Q rn / n ° I 13.34` 13.36 A 3 I 13.50 13,17 13.82 � 13.00 12.74F _0 13.28 PAVING LEGEND NEW ASPHALT OVERLAY EXISTING ASPHALT/UTILITY SAWCUT "''<;.•'''..,, NEW CONCRETE GRADING QUANTITIES TOTAL EXCAVATION (CUT) - 30 CU YDS TOTAL EMBANKMENT (FILL) - 530 CU YDS TOTAL 560 CU YDS THE QUANTITIES SHOWN ABOVE ARE FOR THE PERMIT PROCESS ONLY. THESE VALUES ARE APPROXIMATE. DO NOT USE FOR BIDDING, PAYMENT, OR ESTIMATING PURPOSES. II 000.0 RIM: 00 0 0000 n ° I 13.34` 13.36 A 3 I 13.50 13,17 13.82 � 13.00 12.74F _0 13.28 PAVING LEGEND NEW ASPHALT OVERLAY EXISTING ASPHALT/UTILITY SAWCUT "''<;.•'''..,, NEW CONCRETE GRADING QUANTITIES TOTAL EXCAVATION (CUT) - 30 CU YDS TOTAL EMBANKMENT (FILL) - 530 CU YDS TOTAL 560 CU YDS THE QUANTITIES SHOWN ABOVE ARE FOR THE PERMIT PROCESS ONLY. THESE VALUES ARE APPROXIMATE. DO NOT USE FOR BIDDING, PAYMENT, OR ESTIMATING PURPOSES. II 000.0 RIM: 00 0 0000 4" DIA PERFORATED PVC PIPE " WITH 6" OF 1" MINUS GRAVEL 8" MIN FROM WOOD. ALL AROUND, WRAPPED IN SEE STRUCTURAL DRAWINGS NON -WOVEN GEOTEXTILE FABRIC, SLOPE AT 0.5% MIN. TURN DOWN PERFORATIONS AS SHOWN 6 DOWNSPOUT TIGHTLINE FINISHED GRADE TO CONVEYANCE SYSTEM @ 1I- 0.5% MIN. PLACE NEXT TO FOOTING DRAIN OR AS SHOWN ON GRADING & -I DRAINAGE PLAN (CONTRACTOR MAY LOCATE TYPE I CB ON EITHER SIDE OF , � BLD2021-1384 APPROVED FOR CONSTRUCTION CITY OF EDMONDS JACKSON I MAIN ARCHITECTURE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM OT DIM UI/ :�I/ 24 Z C� O z (� O J Q W ZLL ) oJ� O M W Q I-- z - ~ v � 0 z 0- Q 0- qqi- W m m w w w w w o z z z z z z z z 0 0 0 0 0 0 0 00 g z omwwwwwwww m O z z z z z z z z� ELL 0 0 0 0 0 0 0 0 0 - o m m w w w w w m Q zzzzzzzz O O O O O O O O U U U U U U U U O ci N M V In t0 n z LLJ N N N N N N N C\J C\J N � M 'It 'It 00 � c9 N Q O O N O N N M 0 � r N M 4 Lo r-- r� 00 O r 0 0 0 0 0 0 0 0 G t� N11GI11C-ERIIIIC 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 CG#: 21160.20 PROJECT NO.: 21160 PROJECT MGR.: JPU DRAWN BY: ATD CHECKED BY: GAG GRADING AND DRAINAGE PLAN AND DETAILS C301 NOT USED SCALE: NTS CITY ENGINEERING DIVISION JACKSON 1 MAIN ARCHITECTURE P.S. ©2021 SITE SPECIFIC DATA PROJECT NUMBER 15037 PROJECT NAME PORT OF EDMONDS ADMINISTRATIVE BUILDING PROJECT LOCATION EDMONDS, WA STRUCTURE ID MWS 11 TREATMENT REQUIRED VOLUME BASED (CF) FLOW BASED (CFS) 0,0278 PEAK BYPASS REQUIRED (CFS) — IF APPLICABLE 0.2JJ9 PIPE DATA LE. MATERIAL DIAMETER INLET PIPE 1 9.45 PVC 8' OUTLET PIPE 9.19 PVC 8" PRETREATMENT BIORLTR4TION DISCHARGE RIM ELEVATION 12.05 12.05 12.05 SURFACE LOAD PEDESTRIAN N/A PEDESTRIAN FRAME & COVER 24' X 42' 1 OPEN PLANTER N/A WETLANDMEDIA VOLUME (CY) 1.03 ORIFICE SIZE (DIA. INCHES) 00.96' NOTES: PRELIMINARY NOT FOR CONSTRUCTION. INSTALLATION NOTES 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS' SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT. 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A MINIMUM 6' LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE FOR VERIFYING PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL PIPES SHALL BE SEALED WATERTIGHT PER MANUFACTURER'S STANDARD CONNECTION DETAIL. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL PIPES, RISERS, MANHOLES, AND HATCHES CONTRACTOR TO USE GROUT AND/OR BRICKS TO MATCH COVERS WITH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 6. VEGETATION SUPPLIED AND INSTALLED BY OTHERS. ALL UNITS WITH VEGETATION MUST HAVE DRIP OR SPRAY IRRIGATION SUPPLIED AND INSTALLED BY OTHERS. 7. CONTRACTOR RESPONSIBLE FOR CONTACTING BIO CLEAN FOR ACTIVATION OF UNIT. MANUFACTURER'S WARRANTY IS VOID WITHOUT PROPER AC77VAT70N BY A BID CLEAN REPRESENTATIVE. GENERAL NOTES WETLANDMEDIA BED C/L PERIMTE PERIMETER u ; - VOID AREA VEGETATION DRAIN DOWN LINE PLANT / C/L HATCH' _ — ESTABLISHMENT MEDIA PRE —FILTER CUMOWMEN/NG CARTRIDGE 1441 INLET PIPE SLEE'OUTN PIPE 6'—� 6 —4' J SITE CURBING SEE NOTES SEE NOTES 7'-4' BY OINERS PLAN VIEW LEFT END VIEW CURB OPENING 12.05 CIL ' RIM/FG j FLOW CON7ROL ,,,:• 10.69 RISER , K: • ... 4 r. PEAK HGL :{ I � ':-?.•14',. - rt_- niil IEIN ►k ® ------ lE OUT 6 W. 5'-0' RIGHT END VIEW ELEVATION VIEW INTERNAL BYPASS DISCLOSURE: THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT BID CLEAN. JACKSON I MAIN ARCH ITECTU RE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM OT U) 0 z W UI/�/24 0 0 Uj p > c) Q 00 warn Lu J Q LL pQ� 0 U) Q � � ~ z 0 0 wQ2 0 J�o U clo W BIOCLEAN STANDARD DETAIL Cn SCALE: NTS z CD O (/) CN w O � Q J Q W LLmQ�� Oz c�o LLJ�— v z -)Q0 0n °; o �QRE w CAB' DENOTES AS -BUILT J VALUE "THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON CONSTRUCTION RECORDS AND AS -BUILT INFORMATION PROVIDED BY OTHERS. CG ENGINEERING HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION" BLD2021-1384 PPROVED FOR CONSTRUCTION I.L1TA1:3i CITY OF EDMONDS 0 0 0 0 0 0 0 0 z z z z z z z z 0 0 0 0 0 0 0 0 0 ❑ z > > > > > > > > z m w w w w w w w w FO� 0� 0� L L L L L L Q 0-0 z z z z z z z z E w 0 0 0 0 0 0 0 0❑ cii w U U U U U U U U � w Q z z z z z z z z O O O O O O O O U U U U U U U U O z w N N N N N N N N N N m 't 't co � CO N Q\ O O N !: !: O N N (\ O 0 0 0 0 0 0 0 0 6Nr=lNGGFtM 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 PROJECT NO.: 21160 PROJECT MGR.: JPU DRAWN BY: ATD CHECKED BY: GAG GRADING AND DRAINAGE DETAILS CITY ENGINEERING DIVISION C303 ASPHALT _�_j — — _fELE. BOX i WATER AND SEWER PLAN NOTES: ASPHALT I SS SS I SS — I 3S I L------------------------ (2) LONG BODY COUPLING (MJxMJ) (1) 8" GV (4JxFL) �c 10LF^ "DIP 8" x 4" TEE (ALL FL) c I C4 (1) 4" GV (FLxMJ) 20 LF - 4" DIP (2) LONG BODY COUPLING (MJxMJ) I — — 8" GV (MJ) r�* 7LF-8"DIP s 3.00' pp' 3.50' S.00' S.00' 3 v* W* — I - W I 0 _ 2„ I I I WATER METER I I 0 1 I W/ 2 1--J i NINE C4' LINE �- SERVICE LINE � i PT I I I I I I �J L0 b 4" ^ 90' BEND (MJ) �I I I I I I I I / J / / / / WATER AND SEWER PLANS SCALE: 1" = 10' __--_---_ � I 3 NEW LATERAL SEWER I E: 8.50± C4.2 I RIM=1 1.51 0 6" PVC SW IE=9.31 12"CONC NNE IE=9.21 12"CONC SW IE=8.86 1 G* G* G* G. r— UTILITY CROSSING I I I E: 8.80± — I I � _Ss- SS SS SS � _ _ SS Ss- I I 3.00' --1 Vil" I 1 I 00IADMIRAL WAY �� I vJ* W* — W* Z r j N I J-, UG PORT FIBER OPTIC PER ABOVE GROUND POWERLINE SS SD SS G* SS `6' CHAINLINK 10 0 5 10 I d) 20 CAB' DENOTES AS -BUILT J VALUE 1. A MINIMUM OF T SEPARATION ON PRIVATE PROPERTY AND 5' SEPARATION IN THE ROW IS REQUIRED BETWEEN THE DRY UTILITIES (POWER, GAS, PHONE, CABLE, ETC.) AND SEWER, WATER AND STORM. 2. A MINIMUM OF 5' HORIZONTAL SEPARATION IS REQUIRED BETWEEN WATER AND STORM LINES. 3. A MINIMUM OF 10' HORIZONTAL SEPARATION IS REQUIRED BETWEEN WATER AND SEWER LINE. "THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON CONSTRUCTION RECORDS AND AS -BUILT INFORMATION PROVIDED BY OTHERS. CG ENGINEERING HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION" BLD2021-1384 APPROVED FOR CONSTRUCTION CITY OF EDMONDS 1.7_vilis JACKSON I MAIN ARCH ITECTU RE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM OT W UI/�/24 U/ z O o CN 00 wQ arn Lu JQ ILL oQ� O o0�U) Quo � zo o w � Q2i J cr) 0 U c� w U) 0 z cD O z W CVO G LLQ� Q J �� Q w � �J� LLmQ�� Oz~�0 — U Z �QO 0 on �QwE w 0 0 0 0 0 0 0 0 z z z z z z z z 000000000 T)T) m w w w w w w w w 0r0rLLLLLLQ 0-0 z z z z z z z z E w 0 0 0 0 0 0 0 0❑ 0 cii w U U U U U U U U � w > Q z z z z z z z z O O O O O O O O U U U U U U U U O N z w N N N N N N N N N N m co � CO N Q O Cl N !: O N N (\ CJ N M 4 Lo I-- � c O 0 0 0 0 0 0 0 0 G im GNr=lNGGFt VC 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 PROJECT NO.: 21160 PROJECT MGR.: JPU DRAWN BY: ATD CHECKED BY: GAG WATER AND SEWER PLAN CITY ENGINEERING DIVISION C401 JACKSON I MAIN ARCHITECTURE P.S. © 2021 Al FAI 2 � \ � 0 \ \n -1 cn 3 14.15' 5.70' 6.00' shoo' GAS V s P TRANS - _ _P TRANS j�1 10' YELLOW CURB O _ THIS PANEL REPLACES A PORTION ------ ---- --- -\ - ` LP (EXISTING) 3 ❑ OF THE EXISTING WALKWAY TO ° D�° I� G ELE. BOX THE WEST TO PROVIDE 1 / 8.50' ° � 13.25 19.00 26.50 CURB CUT ASPHALT TRANSITION TO NEW RAMP o , I77� -1 I - ------ ----- (EXISTING -- ---- I --------------------- - ---- � 1 2 4---------- --- ------------------------ ---------------- 05.3 C5.3 C5.3 WORK ZONE 3 ��- I- --- --- o ----- I ----------- ----------- --------- 1 RIM =1 1.51 ' 0000000000000 i I SD SD 6" PVC SW I E=9.3 °oo°°°°°°o°° _ _ DETECTABLE WARNING SURFACE PER I I PARKING e j �\ I 12 CONIC NNE I E= WSDOT STD PLAN F-45.10-02, TYP i L------ - - - - - - - - PAINT STRIPE C5. I * 1 „* G* G* G* - G* G* G» MS P HALT CROSSWALK SIGN W/ CARMANA EXISTING CENTERLINE I 12 CONIC SW I E=8. � I � I C5.3 C5.3 WORK ZONE 1 I I R920-E SOLAR POWERED RAPID 3 5 6 PAVEMENT MARKINGS, 6 FLASHING BEACON C5.4 C5.4 C5.4 I'__ I REPLACE AS REQUIRED C5.2 ss ss ss- ss- II ems- , II ASPHALT 4 CR SSO W LK I I � I 14 I - SS SS S� SS SS I SS SS SS SS \ C5.4 I I I I TYPICAL TRENCH 1 4 I II I SECTION - 1 ---1------_------------ 1 3 WORK ZONE 2 - ----- _--------_------------------- 3 WIDTH TO MATCH 1 CROSSWALK SIGN W/ I I I I PARKING PAINT STRIPE. (1) 18' STALL \ 1 FRONTAGE IN FRONT CARMANAH R920-E I I I I I ON NORTH, (3) 20' STALLS IN MIDDLE, 6 I OF BUILDING / 3 5 6 SOLAR POWERED 1 I 13.25' r-� I I I ADM I RAL- WAY (1) 18" STALL ON SOUTH5.4 C5.4 C5.4 RAPID FLASHING *r-----___J 1 I*** W� BEACON I I - W d" L------- -J L-- --� I T PICAL HMA W 4 W* W* 1 2 4 1 �6, O op 1 r I I I UTILITY PATCH C5.2 96.00' 1 TAPER CURB BACK WORK ZONE 3 1 `,� 1O ---- ------ - I I I TYPE I DRIVEWAY TO EXISTING WIDTH C5.3 C5.3 C5.3 I I r N I APPROACH 1 MATCH EXIST ' I I I I 1 I I T MIN SAWCUT CONCRETE CURB 3 5 5 I* TYPE I DRIVEWAY EC5 N ELEVATION OF 2 \ I I o o I I I I 1 1 AND GUTTER C5.3 I APPROACH 3) A EXIST SIDEWALK --------- -- -- - :�:� ��:��������_ �� _- - - --- ------------------- LEAVE SIDEWALK ;zt-----�----------- ---------------------- PANEL AT HYDRANT I RELOCATE]?, - - DSIGN, D °D , D D D D ° o ❑ o - � V> ml, T!::: Lq 5.00 29.25' 25.50' C NCRETE ` _ 5 D -- D 1 , - - - - - - _ _ - - _ _ - - - - - - - - - - - _ _ - - _ _ _ - - - - - _ �� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - F�� ° D D D p `I 6.20 D D - la' ll , WA A �_ D e_ ° D p D 1 V I ° D D D. ° W °-- D. D. o -- D ° D. D -----------------------J REPLACE (2) PANELS D 6.00' 24.00' [:6:00' EXISTING GUTTER TO \ I AND RAMP p D �/A WA D REMAIN; REPLACE CURB AND /Fi\ �Jj I !a MATCH EXI 17GUTTER TO JOINT WEST OF EXISTING CURB RAMP 2 RISERS W/ 7" RISE, 11" SIDEWALK AND CURB / / I TREAD. SEE C3.1 FOR GRADES EXISTING RAMP TO REMAIN. SEE C3.1 FOR GRADES P I N HANDRAIL e CONCRETE a SIDEWALK � 1 2 ; INSTALL TREE GRATES AND ROOT \ / co I BARRIERS FOR SIDEWALK TREES C5.4 C5.4 4" MIN CONCRETE UTII-� Y � TR E 1 � H °D � HANDRAIL 4 D I EXTRUDED CONCRETE CURB � DRY UTILITY TRENCH AS I D � 16.50' � NEEDED, SEE NOTE 4 I D a TYP DIMENSIONS FOR ALL PARKING UNLESS � RELOCATED SPEED I NOTED OTHERWISE > ILIMIT SIGN W/ e3 REPLACED POST C5.4 -� PROPOSED BUILDING < 00 a UNSUITABLE NATIVE MATERIAL 1 NEW CONCRETE CURB ON F F E . 14. o SHALL BE REPLACED /J LANDSCAPE ISLAND TO MATCH \ < EXISTING TYPICAL CONCRETE SECTION ' J 2 W* SS 00 0c o0 00 �o 00 QO0 00 00000 QO0 00 � III 11-1 III 11EdI II III III, -1 I 1-III-1 I 1-III-1 ------------------ / - T- TYPICAL CONCRETE SECTION \ SCALE: 1" = V-0" 0 00 cV I I I I I I I I I I I (BROOM FINISH) CRUSHED SURFACING TOP COURSE SUITABLE NATIVE MATERIAL FILL; TOP 12" COMPACTED TO A MINIMUM OF 95% RELATIVE COMPACTION USING AASHTO T-180 (ASTM D1557). 6" CURB TO PREVENT - ASPHALT CONCRETE STORMWATER FLOW WEARING COURSE FROM NORTH SITE HMA CLASS 1/2" PG 64-22 \ \ _ (WSDOT STD SPEC 5-04.1) o^ a CRUSHED SURFACING - lD 0000`° o 0000�, 0 0000�, 0 °00000 0.0 0.0 o p00`b 0 °0000 BASE COURSE (WSDOT TYPICAL ASPHALT SECTION e- D 000 00 0 00069 00 0000 00 STD SPEC 9-03.9(3)) 1 1 1 1 1 1 1 1 SUITABLE NATIVE MATERIAL o „ FILL; TOP 12 COMPACTED TO A rl 1 I 1 I 1 1 1 1 1 1 1 MINIMUM OF 95% RELATIVE COMPACTION USING AASHTO - - - - - - - - - - - - - - - - - - - - - ----_ a ----- IIIIIIIIIIII1 11 11 T-180 (ASTM D1557). UNSUITABLE NATIVE MATERIAL I SHALL BE REPLACED I a TYPICAL PAVEMENT SECTION I LL' LIGHT POLE PER ARCH, TYPcc Lu I ti 3 z IL z SITE AND STREET IMPROVEMENT AND TRAFFIC CONTROL PLANS SCALE: 1" = 10' PAVING LEGEND NEW ASPHALT OVERLAY EXISTING ASPHALT/UTILITY SAWCUT d. NEW CONCRETE q.. I �P� iu WA U. WA WA WA- WA WA WA WA WPr WA WA WA W vvty- - vvkk WA11 S SITE AND STREET IMPROVEMENT AND TRAFFIC CONTROL PLAN NOTES: I I I I I I 16" MAX HEIGHT CONCRETE e6 I VERTICAL CURB ALONG EAST C5.3 PROPERTY LINE 1 I I I I 1. PIPE BEDDING AND TRENCHING PER CITY STANDARDS, DETAIL 1/C5.2, 2/C5.2. 2. THE PAINTED CENTERLINE AND PARKING WILL BE RESTRIPED, AS REQUIRED, PRIOR TO PROJECT COMPLETION. 3. REPLACE ANY STRIPING AFFECTED BY TRENCHING AND/OR OVERLAY. 4. THIS PLAN IS CONCEPTUAL W/ REGARD TO DRY UTILITIES. UTILITY PROVIDER TO PROVIDE CONSTRUCTION DRAWING. 5. EXISTING CURB SHALL BE MAINTAINED AS LONG AS POSSIBLE DURING THE COURSE OF CONSTRUCTION. 6. CITY PARKS DEPARTMENT SHALL INSPECT ROOT BALL OF TREE PRIOR TO TREE PLANTING - 425.771.0230. 7. REMOVE EXISTING PARKING STRIPING AS APPLICABLE. A p TRAFFIC CONTROL PLAN NOTES: 10 1. REFERENCE DETAIL 1/C5.3 FOR TYPICAL TRAFFIC CONTROL SYMBOLS, SIGN SPACING, ETC. 2. WORK EXPECTED TO OCCUR DURING STANDARD WORK HOURS, OR AS OTHERWISE DIRECTED BY THE CITY OF EDMONDS. 3. WORK ZONES: WORK ZONE 1: LANE CLOSURE SOUTHBOUND FOR UTILITY WORK PER DETAIL 3/C5.3. WORK ZONE 2: LANE CLOSURE NORTHBOUND FOR UTILITY WORK PER DETAIL 3/C5.3. WORK ZONE 3: SHOULDER AND SIDEWALK CLOSURE PER DETAIL 2/C5.3 AND DETAIL 4/C5.3. N SCALE: 1" = 1'-0" 30.00' 12.50' 6.00' 8.00' TRAVEL LANES TRAVEL LANES SIDEWALK 0.5' CURB 1' GUTTER 2.0%_ 2' SAWCUT EXIST 8" CI WATER MAIN ;1 RIGHT-OF-WAY SECTION 0 5 10 (AB) DENOTES AS -BUILT VALUE "THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON CONSTRUCTION RECORDS AND AS -BUILT INFORMATION PROVIDED BY OTHERS. CG ENGINEERING HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION" SCALE: 1" = 5' BLD2021-1384 APPROVED FOR CONSTRUCTION CITY OF EDMONDS 1.7_Amis CITY ENGINEERING DIVISION JACKSON I MAIN ARCH ITECTU RE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM OT ]H UI/�/24 U z O o CN Uj�o� wo Q arn W JQ LL pQ� O U) � zo0 LuQ2 J()0 U M Lu co 0 z CD O Z W o Lu00 Q w�oJ� LL 0 M < < cn �- v 2z 0 �QO ON- on I..L < a_ Lu 0 0 O O O O O O z z z z z z z z 0 0 0 0 0 0 0 0 0 ❑ z > > 5; > > > > > z m w w w w w w w w3: IYIYLLLLLLQ O z z z z z z z z 2 LL 0 0 0 0 0 0 0 00 cii w U U U U U U U U � w > ❑07 co c -cococ)c)c)c)c)coU) F F F F F F Q z z z z z z z z O O O O O O O O 0 0 0 0 0 0 0 0 0 .--I N M Lf1 1p z w N N N N N N N N N N m 't 't 00 r- CO N Q O O N !: !: O N N (\ o o 0 0 0 0 0 0 0 = -(> C�mmhl ENGINEERIM 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 CG#: 21160.20 PROJECT NO.: 21160 PROJECT MGR.: JPU DRAWN BY: ATD CHECKED BY: GAG SITE AND STREET IMPROVEMENT AND TRAFFIC CONTROL PLAN C501 JACKSON I MAIN ARCHITECTURE P.S. © 2021 PROPERTY LINE O R.O.W. FINISHED GRADE METER BY CIT(SUO 4 LPPLIED I I BALL VALVE_____ N �r►�. (�G }may' I I L�------J`v.11 L Li B DIRECTION WATER A D OF FLOW `--v MAIN. r 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) CO DUAL PURPOSE UNION OD MIPT X CTS GRIP BALL VALVE CURB STOP EQUAL TO FORD B84-444Q FOR 1" OWHEN REPLACING EXISTING SERVICES: 1" METER SETTER WITH ANGLE BALL METER VALVE 15" HIGH WITH DUAL E 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 VSH74-15W-11-44 OF 1" CC TAP SERVICE SADDLE EQUAL TO ROMAC 101S OG IN UNPAVED AREAS: CARSON 1324 MSBCF WITH DUCTILE IRON COVER AND CAST IRON READER DOOR; IN PAVED AREAS: ARMOR CAST A6001946PCX12 BOX W/ A600196969 RCI LID H FOR VACANT LOT (FUTURE USE) LOCATION MARKED WITH PAINTED 2" X 4" STAKE WITH "WATER" STENCILED ON IT I 14 GA. VINYL COATED WIRE TRACER (TAPED TO PLASTIC PIPE EVERY 10') TO BE GROUNDED AT METER AND HOUSE OJ SCHEDULE 40 3/4" OR 1" PLUG, REMOVE WHEN CONNECTION IS MADE TO CUSTOMER LINE WITH COMPRESSION FITTING O WATER SERVICE TO HOUSE, INSTALLED BY OWNER/CONTRACTOR (PER PLUMBING CODE) t�L PROPERTY OWNER RESPONSIBLE FOR PURCHASING 3/4" OR 1" METER THROUGH THE CITY AT DEVELOPMENT SERVICES DEPARTMENT; CITY WILL SUPPLY AND INSTALL METER AFTER PURCHASE; IF USING 3/4" METER, CONTRACTOR WILL PROVIDE REDUCERS OM BACK SIDE OF METER BOX SHALL BE SET AT THE PROPERTY LINE UNLESS APPROVED BY THE CITY ENGINEER. METER BOXES SHALL NOT BE SET IN DRIVEWAY AREAS UNLESS TRAFFIC RATED BOX IS APPROVED BY CITY ENGINEER. —' CITY OF EDMONDS -�'- PUBLIC WORKS DEPARTMENT e`f 18g0 [IJA�NUARY ON DATE 1 " WATER SERVICE 2021 (FOR 3/4" & 1 " METERS) STANDARD D ETAI L APPROVED BY: R. ENGLISH WA-1 30 Ll 2 JACKSON I MAIN ARCH ITECTU RE 311 FIRST AVENUE SOUTH SEATTLE, WA 98104 t 206.324.4800 WWW.JACKSONMAIN.COM OT V ) z W UI/�/24 O o � U)>c) Q W w �JQ LL pQ� O 0 0� U) Q-0 � zo0 � wQ� Jcro Uc�w CITY OF EDMONDS STANDARD DETAIL Cn SCALE: NTS z CD O z (f � CN w O � Q J Q w C)J� LLmQ�� Oz c�o LLJ�— v z �QO on 0 �Qwtw CAB' DENOTES AS -BUILT J VALUE "THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON CONSTRUCTION RECORDS AND AS -BUILT INFORMATION PROVIDED BY OTHERS. CG ENGINEERING HAS NOT VERIFIED THE ACCURACY AND/OR COMPLETENESS OF THIS INFORMATION" BLD2021-1384 PPROVED FOR CONSTRUCTION I.L1TAIN CITY OF EDMONDS 0 0 0 0 0 0 0 0 z z z z z z z z 0 0 0 0 0 0 0 0 0 ❑ z > > > > > > > > z m w w w w w w w w FO� 0� 0� L L L L L L Q 0-0 z z z z z z z z E w 0 0 0 0 0 0 0 0❑ cii w U U U U U U U U � w Q z z z z z z z z O O O O O O O O U U U U U U U U O z w N N N N N N N N N N m co � CO N Q\ O C N !: C N N (\ C C C C C C C C C 6Nr=lNGGFtM 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 PROJECT NO.: 21160 PROJECT MGR.: JPU DRAWN BY: ATD CHECKED BY: GAG WATER AND SEWER DETAILS CITY ENGINEERING DIVISION C403