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APPROVED ENG STORM BLD2018-1622 CIVILSa CD c7 c=a d- N 0 a c� c"I 0 rn m rlj r c.l 0 a a a cn a• k �J VICINITY MAP OWNER GRE EDMONDS LLC 2801 ALASKAN WAY #310 SEATTLE, WA 98121 (206) 834-6410 CONTACT: TIM DICKERSON CONSULTANTS Cl VI L: NAVIX ENGINEERING 11235 SE 6TH STREET, SUITE 150 BELLEVUE, WA 98004 (425) 458-7900 CONTACT: JOE TAFLiN, P.E. ARCHITECT: STUDIO MENG STRAZZARA 2001 WESTERN AVE SUITE 200 SEATTLE, WA 98101 (206) 587-3797 CONTACT: LUCAS BRANHAM, AIA LANDSCAPE ARCHITECT: THOMAS RENIGSTORF & ASSOCIATES 811 FIRST AVENUE, SUITE 615 SEATTLE, WA 98104 (206) 682-7562 CONTACT: FORREST JAMMER SURVEYOR: PACIFIC COAST SURVEYS, INC P.O. BOX 3286 EVERETT, WA 98213 (425) 374-2370 STRUCTURAL: CKC STRUCTURAL ENGINEERS 10500 NE 8TH STREET, SUITE 800 BELLEVUE, WA 98004 (425) 455-2144 X113 (EXT) CONTACT: JOEL KIPPLE, PE, SE UTILITIES STORM: CITY OF EDMONDS PUBLIC WORKS 7110 210TH STREET SW EDMONDS, WA 98020 (425) 771-0235 POWER: SNOHOMISH COUNTY PUD NO. 1 2320 CALIFORNIA STREET EVERETT, WA 98201 (425) 783-4394 WATER AND SEWER: OLYMPIC VIEW WATER & SEWER DISTRICT 8128 228TH STREET SW EDMONDS, WA 98026-8449 (425) 774-7769 FIRE PREVENTION & EMERGENCY PURVEYOR: FIRE DISTRICT 1 (Sit- Ml (All^'1 JK) 12425 MERIDIAN AVENUE EVERETT WA 98208 (425) 551-1200 TELECOM: WAVE BROADBAND 401 PARKPLACE CENTER #500 KIRKLAND, WA 98033 (425) 308-7280 COMCAST 7725 EVERGREEN WAY SUITE 1-2 EVERETT, WA 98203 (425) 263-5328 FRONTIER COMMUNICATIONS 1800 41ST ST EVERETT, WA 98203 (425) 263-5101 TRANSPORTATION TEN W PO BOX 65254 EDMONDS, WA 98155 CONTACT: MICHAEL READ, P.E. (206) 361-7333 PLANNING CITY OF EDMONDS 121 5 TH AVE N EDMONDS WA, 98020 (425) 771-0220 III;, _ ,ti ��•;'. i ` �i�j �'. � 5'I� - BUILDING PERMIT 23326 HIGHWAY 99 EDMONDS, WA 98026 PROJECT DATA PROPOSED ON -SITE AREA PARCEL NUMBER EXISTING USE PROPOSED USE ZONING DESIGNATION EARTHWORK* CUT FI ILL TOTAL EARTHWORK 59,672 SF (1.37 AC) = 00576700002002 = UNDEVELOPED LOT = MULTI -FAMILY RESIDENTIAL APARTMENTS = GENERAL COMMERCIAL (CC) = 22,850 CU YDS = 50 CU YDS 22,900 CU YDS NEW/REPLACED HARD SURFACES = 54,110 SF (1.25 AC) BUILDING IMPERVIOUS AREA = 48,411 SF (1.11 AC) SITE IMPERVIOUS AREA = 4,900 SF (0.11 AC) POLLUTION GENERATING SURFACE = 1,157 SF (0.03 AC) TOTAL DISTURBED AREA = 62,361 SF (1.44 AC) *EARTHWORK QUANTITIES LISTED ARE FOR PERMIT SUBMITTAL INFORMATION ONLY. CONTRACTOR SHALL NOT RELY ON THIS INFORMATION FOR PRICING AND SHALL VERIFY ACTUAL OVER -EXCAVATION LIMITS AND QUANTITIES PRIOR TO BID. DATUM/BASIS OF BEARINGS BASIS OF BEARING: THE MONUMENTED CENTERLINE OF 234TH STREET NE, AS THE BEARING OF N 87'59' 21 " E VERTICAL DATUM: NAVD 88 CONCRETE MONUMENT WITH 1.75" BRASS DISK AND PUNCH, 0.5' DEEP IN MONUMENT CASE, IN CENTERLINE OF 234TH, 320' WEST OF SITE. ELEVATION = 461.63' LEGAL DESCRIPTION PARCEL A: THE SOUTH 220 FEET OF THE PART OF TRACT 20 LYING WESTERLY OF STATE ROAD THE SOUTHERLY POINT THEREOF BEING THE INTERSECTION OF THE WESTERLY LINE OF SAID ROAD AND THE WEST LINE OF SAID TRACT 20, SKELTON'S LAKE MCALEER 5 ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 6 OF PLATS, PAGE 21, RECORDS OF SNOHOMISH COUNTY WASHINGTON. PARCEL B: THE SOUTH 338.16 FEET OF THAT PORTION OF TRACT 21, SKELTON'S LAKE MCALEER 5 ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 6 OF PLATS, PAGE 21, RECORDS OF SNOHOMISH COUNTY, WASHINGTON, LYING EAST OF THE WEST 183.00 FEET OF SAID TRACT. ALL SITUATED IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. SHEET INDEX C1.00 COVER SHEET C1.10 GENERAL NOTES SHEET 1 OF 1 TOPOGRAPHIC SURVEY FOR: EDMONDS APARTMENTS C2.00 TESC AND DEMOLITION PLAN C2.10 TESC AND DEMOLITION DETAILS C2.20 TESC AND DEMOLITION DETAILS C3.00 FOUNDATION DRAINAGE PLAN C3.10 FOUNDATION DRAINAGE DETAILS C4.00 SITE PLAN C4.10 SITE DETAILS C4.20 SITE DETAILS C5.00 GRADING AND DRAINAGE PLAN C5.10 STORM VAULT SECTIONS AND DETAILS C5.20 GRADING AND DRAINAGE DETAILS C5.30 GRADING AND DRAINAGE DETAILS C7.00 DRY UTILITY PLAN C7.10 DRY UTILITY PLAN - - T REFERENCE DOCUMENTS SURVEY: EXISTING LEGEND TOPOGRAPHIC SURVEY FOR: EDMONDS APARTMENTS BY PACIFIC COAST SURVEYS, INC. DATED 03/06/2018 SET 1/2" X 24" REBAR W/CAP STAMPED "L.S. 37536" CONIFEROUS TREE GEOTECHNICAL REPORT: EXISTING REBAR W/CAP, AS NOTED GEOTECHNICAL ENGINEERING REPORT FOR PROPOSED EDMONDS APARTMENTS BY SET NAIL AND WASHER STAMPED '"L5 37536"' DECIDUOUS TREE ZIPPER GEO ASSOCIATES, LLC. EXISTING NAIL AND WASHER AS NOTED ALDER DATED 11 /20/2018 FOUND CONCRETE MONUMENT AS NOTED CEDAR FIR RIGHT OF WAY CENTERLINE PINE STORM DRAIN MANHOLE MADRONA INVERT/CULVERT MAPLE CATCH BASIN SPRUCE UNKNOWN WATER VALVE FIRE HYDRANT OVERHEAR POWER SANITARY SEWER MANHOLE STORM DRAIN CONSTRUG7ION OF FRONTAGE IMPROVEMENTS SHALL NOT MAILBOX SANITARY SEWER COMMENCE UNTIL RIGHT-OF-WAY SIGN POST OVERHEAD POWER LINE/ELEV. PERMIT #ENG2020-0043 UTILITY/POWER POLE HAS BEEN ISSUED GUY ANCHOR POWER VAULT C6.00 WATER AND SEWER PLAN C6.10 WATER DETAILS C6.20 SEWER DETAILS C6.21 SEWER PROFILE GENERAL NOTES (NAVIX) COMPLIES WITH APPLICABLE C � 5 QRIN TER ODE Tate SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFICATIONS, THE CITY OF EDMONDS STANDARD SPECIFICATIONS, AND THE A.P.W.A. STANDARDS WHICH ARE HEREBY REFERENCED AS PART OF THESE PLANS. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON TOPOGRAPHIC SURVEY FOR: EDMONDS APARTMENTS BY PACIFIC COAST SURVEYS, INC. DATED 03/06/18. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. A SEPARATE RIGHT-OF-WAY CONSTRUCTION PERMIT IS REQUIRED FOR ALL WORK WITHIN THE CITY RIGHT-OF-WAY. APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION C NAVIX SITE I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wo 98004 t: 425.453.9501 J f: 425-453-8208 www.ncivixeng.com CLIENT/OWNER GRE EDMONDS, LLC PROJECT NAME HWY 99 EDMONDS NAVIX PROJECT NUMBER: 50-382-011 PROJECT ADDRESS 23326 HIGHWAY 99 EDMONDS, WA 98026 STAMP CITY COPY REVISIONS REV _ ISSUED FOR: DATE 1 BUILDING PERMIT INTAKE 12.18.18 2 BUILDING PERMIT INTAKE 2 102..07.19; _3 DEVELOPER EXTENSION +04.17.19 4 BUILDING PERMIT RESUBMITTAL 105.17.19, 5 BUILDING PERMIT RESUBMITTAL 2 i07,30.19. BUILDING PERMIT RESUBMITTAL 2 07.30.19 7 BUILDING PERMIT RESUBMITTAL 4 111.07.191 0 0 SECTION, TOWNSHIP, RANGE. SWI/4, NEI/4, SEC 31,T27N, RANGE 4 EAST, W.M. PROJECT TEAM REVIEWED BY: J. TAFLIN DESIGNED BY: H.RODRIGUEZ R. HILL SHEET NAME NOV 19 2019 ❑;rr ,Ty<; -OVER SHEET SHEET NUMBER HOSE BIB c 1 .00 cn u5 0 E w j 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) - 2018 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION - WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL ASBUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION, 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES: LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTIVE ACTIVITIES (i.e. HEAVY EQUIPMENT, STOCKPILING). 14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT. 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. 17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. 19. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE SYSTEM DOWNSTREAM OF THE SITE STORMWATER DETENTION SYSTEM. 20, CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, PROVIDE TO THE CITY WATER QUALITY TECHNICIAN, A COPY OF THE BACKFLOW TEST REPORT. TEST REPORTS CAN BE FAKED 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. 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. GENERAL NOTES (CONTINUED) 28. CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING AS NECESSARY TO PROTECT WORKERS, EXISTING BUILDINGS, STREETS, WALKWAYS, UTILITIES AND OTHER EXISTING AND PROPOSED IMPROVEMENTS AND EXCAVATIONS AGAINST LOSS OF GROUND OR CAVING EMBANKMENTS. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF SHORING AND BRACING, AS REQUIRED. 29. CONTRACTOR SHALL OBTAIN APPROVAL FROM THE CITY AND FOLLOW CITY PROCEDURES FOR ALL WATER SERVICE INTERRUPTIONS, HYDRANT SHUTOFFS, STREET CLOSURES OR OTHER ACCESS RESTRICTIONS. CONTRACTOR SHALL NOT RELOCATE OR ELIMINATE ANY HYDRANTS WITHOUT FIRST OBTAINING WRITTEN APPROVAL FROM THE FIRE MARSHAL. 30. COORDINATE AND ARRANGE FOR ALL UTILITY CONNECTIONS, UTILITY RELOCATIONS AND/OR SERVICE INTERRUPTIONS WITH THE AFFECTED OWNERS AND APPROPRIATE UTILITY COMPANIES. CONNECTIONS TO EXISTING UTILITIES SHALL BE MADE ONLY WITH ADVANCE WRITTEN APPROVAL OF THE AUTHORITIES GOVERNING SAID UTILITIES. 31. ALL UTILITIES SHALL BE PLACED UNDERGROUND. 32. EXISTING UTILITY LINES IN SERVICE WHICH ARE DAMAGED DUE TO CONSTRUCTION WORK SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE AND INSPECTED AND ACCEPTED BY CITY OF EDMONDS AND OWNER'S REPRESENTATIVE PRIOR TO BACKFILLING. 33. NEW UTILITY LOCATIONS ARE GENERALLY SHOWN BY DIMENSION, WHERE NO DIMENSIONS ARE INDICATED, LOCATIONS MAY BE SCALED FROM DRAWINGS. FIELD ADJUSTMENTS SHALL BE APPROVED BY OWNER'S REPRESENTATIVE AND CITY. 34. FIELD STAKE ALL UTILITY STUBS AT THE PROPERTY LINE. 35. TRENCH BACKFILL OF UTILITIES LOCATED WITHIN THE CITY RIGHT-OF-WAY SHALL BE COMPACTED TO 95%. COMPACTION TEST REPORTS SHALL BE PROVIDED TO THE CITY PRIOR TO PAVING. 36. WHERE NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6" OR LESS, PLACE POLYETHYLENE PLASTIC FOAM AS A CUSHION BETWEEN THE UTILITIES. 37. SEE MECHANICAL DRAWINGS (WHERE APPLICABLE) FOR CONTINUATION OF SITE UTILITIES WITHIN THE BUILDING. 38. SEE ELECTRICAL DRAWINGS (WHERE APPLICABLE) FOR EXTERIOR ELECTRICAL WORK. 39. SEE LANDSCAPE DRAWINGS (WHERE APPLICABLE) FOR SITE IRRIGATION SYSTEM, 40. PIPE MATERIAL AND SIGNAGE SUBMITTALS SHALL BE PROVIDED TO CITY ENGINEERING DIVISION FOR APPROVAL PRIOR TO INSTALLATION. GENERAL DEMOLITION NOTES I. CONTRACTOR TO REMOVE ALL EXISTING SURFACE IMPROVEMENTS AND DEBRIS WITHIN THE LIMITS OF WORK UNLESS OTHERWISE NOTED. ALL DEBRIS FOUND ON SITE SHALL BE DISPOSED OF IN ACCORDANCE WITH APPLICABLE STATE CODES. 2. CONTRACTOR TO PROTECT EXISTING FEATURES AS NOTED ON PLANS. 3. ABANDONED PIPES LOCATED OUTSIDE PROPOSED BUILDING PAD LIMITS WITH AN EXCESS OF S COVER MAY BE DECOMMISSIONED AND ABANDONED, PROVIDED THAT THESE ABANDONED UTILITIES ARE CUT AND CAPPED AT THE PROPERTY LINE AND ARE NOT TO BE UTILIZED IN THIS DEVELOPMENT. EXISTING SUBSURFACE IMPROVEMENTS AND DEBRIS WITHIN THE PROPOSED BUILDING PAD AREA, INCLUDING 10' BEYOND FOUNDATIONS, SHALL BE REMOVED. 4. CONTRACTOR SHALL ADJUST ALL EXISTING MANHOLE RIMS, DRAINAGE STRUCTURES, VALVE BOXES, VAULT LIDS AND UTILITY ACCESS STRUCTURES TO FINISH GRADE WITHIN AREAS AFFECTED BY PROPOSED CONSTRUCTION, 5. REFER TO DEMO PERMIT FOR PHASE 1 DEMOLITION AND STORMWATER VAULT INSTALLATION. PAVEMENT NOTES (NAVIX) 1. MATERIAL THICKNESS IS COMPACTED DEPTH. APPLIES TO ALL SECTIONS. 2, BASE COURSE OR PAVEMENT MATERIALS SHOULD NOT BE PLACED WHEN SURFACE IS WET. 3. SUITABLE ONSITE SOILS SHALL BE FREE OF DELETERIOUS MATERIALS AND MAY BE USED FOR SUBBASE PROVIDED SOILS MEET REQUIREMENTS IN GEOTECHNICAL REPORT. 4, PAVEMENT SUBGRADE TO BE PREPARED PER GEOTECHNICAL REPORT, UNSUITABLE NATIVE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED, 5. ASPHALT, BASE COURSE, AND CONCRETE MATERIALS SHALL BE IN ACCORDANCE WITH GEOTECHNICAL REPORT. 6. CONTRACTOR SHALL PROVIDE A TACK COAT TO FACE OF CURB WHERE CURB CONTACTS ASPHALT. GENERAL EROSION CONTROL NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES FOR PREVENTING SILT -LADEN RUNOFF FROM DISCHARGING FROM THE PROJECT SITE. FAILURE BY THE CONTRACTOR CAN RESULT IN A FINE. THE DESIGNATED TEMPORARY CONTACT PERSON NOTED ON THIS PLAN MUST BE AVAILABLE FOR CONTACT BY TELEPHONE ON A 24 HOUR BASIS THROUGHOUT CONSTRUCTION AND UNTIL THE PROJECT HAS BEEN COMPLETED AND APPROVED BY THE GOVERNMENTAL AGENCY WITH JURISDICTION. 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR FROM THE BEGINNING OF CONSTRUCTION UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE GOVERNMENTAL AGENCY WITH JURISDICTION AND THE SITE IS STABILIZED. 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED AND INSPECTED BY THE LOCAL JURISDICTION PRIOR TO ANY CLEARING OR CONSTRUCTION TAKING PLACE. DURING CONSTRUCTION, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE OWNER AND/OR CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 4. THE EROSION AND SEDIMENTATION CONTROL FACILITIES SHOWN ON THIS PLAN ARE TO BE CONSIDERED ADEQUATE BASIC REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. DURING CONSTRUCTION, DEVIATIONS FROM THIS PLAN MAY BE NECESSARY IN ORDER TO MAINTAIN WATER QUALITY. 5. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED BY THE CONTRACTOR ON A FREQUENT BASIS AND IMMEDIATELY AFTER EACH RAINFALL, AND MAINTAINED AS NECESSARY TO INSURE THEIR CONTINUED FUNCTIONING. ALL SEDIMENT MUST BE REMOVED FROM SILT FENCES, STRAW BALES, SEDIMENT PONDS, ETC. PRIOR TO THE SEDIMENT REACHING 1/2 ITS MAXIMUM POTENTIAL DEPTH. 6, AT NO TIME SHALL CONCRETE, CONCRETE BYPRODUCTS, VEHICLE FLUIDS, PAINT, CHEMICALS, OR OTHER POLLUTING MATTER BE PERMITTED TO DISCHARGE TO THE TEMPORARY OR PERMANENT DRAINAGE SYSTEM, OR TO DISCHARGE FROM THE PROJECT SITE. 7. THE CONTRACTOR PERFORMING THE WORK SHALL MAINTAIN A SET OF THE APPROVED CONSTRUCTION DRAWINGS ON SITE AT ALL TIMES WHILE CONSTRUCTION IS IN PROGRESS. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING THE WORK TO OBTAIN ALL NECESSARY PERMITS FROM THE LOCAL JURISDICTION PRIOR TO COMMENCING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY. 9. THE CONTRACTOR PERFORMING THE WORK SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL AT ALL TIMES DURING CONSTRUCTION ALONGSIDE OR WITHIN ALL PUBLIC ROADWAYS. 10. THIS APPROVED "TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN" MUST BE IMPLEMENTED PRIOR TO ANY SITE WORK. SEE THE PLANS AND DETAILS FOR FURTHER INFORMATION. 14, THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, GROUNDWATER OR DISCREPANCIES IN THE EXISTING CONDITIONS AS NOTED ON THE PLANS. 15. MAXIMUM SLOPES SHALL BE 2:1 HORIZ: VERT FOR FILL SLOPES, AND 2:1 HORIZ: VERT FOR CUT SLOPES. 16. RETAINING WALLS EXCEEDING 4' IN HEIGHT REQUIRE A SEPARATE PERMIT. 17. ALL, AREAS DISTURBED DURING CONSTRUCTION WHERE PERMANENT LANDSCAPING WILL NOT BE PROVIDED WITHIN 64 DAYS SHALL BE HYDROSEEDED, OR OTHERWISE STABILIZED, AS REQUIRED. STRAW MULCHING OR PLASTIC SHEETING ARE ACCEPTABLE ALTERNATIVES TO TEMPORARY HYDROSEEDING DURING PERIODS OF LOW GROWTH, SEE DETAIL 6 ON SHEET C2.20 FOR STOCKPILE AND EXPOSED SLOPE COVERING DETAIL. 18. SLOPE STABILIZATION. CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION, ROUGHENED SOIL SURFACES ARE PREFERRED TO SMOOTH SURFACES. INTERCEPTORS SHOULD BE CONSTRUCTED AT THE TOP OF LONG, STEEP SLOPES WHICH HAVE SIGNIFICANT AREAS ABOVE THAT CONTRIBUTE RUNOFF. CONCENTRATED RUNOFF SHOULD NOT BE ALLOWED TO FLOW DOWN THE FACE OF A CUT OR FILL SLOPE UNLESS CONTAINED WITHIN AN ADEQUATE CHANNEL OR PIPE SLOPE DRAIN. WHEREVER A SLOPE FACE CROSSES A WATER SEEPAGE PLANE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHOULD BE PROVIDED. IN ADDITION, SLOPES SHOULD BE STABILIZED IN ACCORDANCE WITH ITEM (17) ABOVE. 19. STORM DRAIN INLET PROTECTION. ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STORMWATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 20. REFER TO PROJECT SPECIFICATIONS FOR SURFACE WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE. 21. CONTRACTOR MAY APPLY FOR A SEWER DISCHARGE PERMIT FOR CONSTRUCTION DEWATERING. r.4 1. E Ul NOV 19 2019 nmr. nFPA RTIVI ENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS . . L . ..�. ..� r DIVISIONCITY ENGINEERING NAVIX SITE I CIVIL 11235 s.e. 6th Street I suite 150 hellevue, wo 98004 t: 425,453.9501 I f: 425-453-8208 www.novixeng.com CLIENT/OWNER GIBE EDMONDS, LLC PROJECT NAME HWY 99 EDMONDS NAVIX PROJECT NUMBER: 50-382-011 PROJECT ADDRESS 23326 HIGHWAY 99 EDMONDS, WA 98026 STAMP id T/11 REVISIONS (REV; ISSUED FOR: DATE 1 BUILDING PERMIT INTAKE 12.18.18 2 BUILDING PERMIT INTAKE 2 ;02.07.19 3 l DEVELOPER EXTENSION 04.17.19 _BUILDING PERMIT RESUBMITTAL 05.17.19; 5 1 BUILDING PERMIT RESUBMITTAL 2 :07.30.19 fi BUILDING PERMIT RESUBMITTAL 2 07.30.19, 7 BUILDING PERMIT RESUBMITTAL_ 4 11,07.19 0 D SECTION, TOWNSHIP, RANGE: SWO4: NE14, SEC 31,T27 N, (RANGE 4 EAST, W.M. PROJECT TEAM REVIEWED BY: J. TAFLIN DESIGNED BY: H.RODRIGUE;Z R. HILL SHEET NAME GENERAL NOTES SHEET NUMBER 0 ROS AF-20050 7195 -1 b- I CONSTRUCTION A FOUNDREIa�AR WITH NO CAPEASEMENT REQUIRED 1.0' EAST AND 11.2' NORP7 11F - ir.�.r,��r��rww��l-� CORNEF[ �o INTERSECTION CHAIN 'anINA SD&4H RIM=403.9641 TP PPS' s IE 12 "CPP W =398 1 IE 72 u CPP(N)=39611, G ` 1 �' • • 416, IE 8' PVC(w)= il98, 76 1 '' r 41V* *# 44 �♦ r ■ 4 �"r TEMPORARY SUMP AND �•''�� + PUMP. CONTRACTOR TO r ■ % "► , ! SIZE TEMPORARY PUMP ► ■ STRAIN WATTLES PER C E / • �� r TO CONVEY TESC FLOWS ► r % ,STANDARD DEAIL ER- 03 rNO OF CHAI; � . r / / SDMH IM=403.5 \IINk FENCE IolLGArgR; r IE 24 IP(N)=39 15 - a yN) c,r Mmk/ --- ► ■ i IE A IP(s)=r l /jI III 2" CPP(E) 399.75 FENCE 0.1'{w) AND 0.3'(N) Or , ;` GRAVEL OUTFALL CONSTRU TION CORNER 1 �f � � TO SUMP ENTRANCT / 6 IE 404.0 i I L'T ► 1 c: FOUND REBAR AND CAP, I %SWALE �v r LS137527 ON PROPERTY ONE, 1 � � JE 422 - - � ,7 2 2.0' EAST OF COP } � .. �' ► PROPOSED 1 ' ""' ' ` { c� // ► 1 1 ' g• BUILDING ISWALE ► OUTLINE 1 I �. I It 405.0 / SWALE l = TEMPORARY SEDIMENT TRAPMAX, ► iE 405.0 7 TEMPORARY ACCESS APPROXIMATE - 3:1 MAX ■ y j SHEET C2.2fl TYP Q ,� GATE/CHAIN LINK I FENCE 1 SEE DETAIL 5, r lt� F �r TEMPORARY 1 1 REQ D SURFACE AREA: 660 SF SHORING 1 I TOP OF BERM = 405.0 *` EXTENTS � TREES TO BE y BOT OF TRAP = 400.0 TEMPORARY CULVERT/ ,•'� ,� REMOVED �' C2 1 ► IE = 404.9 (N)• / r t INIV 3" A � 427.2�4 (� 'L IE = 405.0 (S) 1 r . f q 4 5tay'l WA 1 / LAOS I I r r ii y d' r r I'�• U ,i fI: NOTES 1 - OV r3• r ► 1. CONTRACTOR SHALL INSTALL TEMPORARY SEDIMENT 1 .-. ' � � � � ' � / ■ � "' % 1 TRAP AND TEMPORARY SETTLING TANK(S) PRIOR TO 1 '� I - +,' 4 I ►% I i STORMWATER DETENTION VAULT COMPLETION. AFTER STORMWATER DETENTION VAULT COMPLETION, 1 I ► INSTALL PERMANENT -ROPOSED STORK 1 1 -- 1 DETENTION 'd• SEE 1 r � r 4- 2 Ig• 1 C8 RIM=428.74' CONSTRUCTION 3 �' �• IE 8' RCP(S)=426.90' FASEMENT REQUIRED 1 'SOMH ICI'= 421.0 wto 12- R P (w)�.��; 1 I i ,' 3 'c.P - 41 IV 4:.' 1 l IIIIlI III " � 1 IS If13FII '- ssm CTR 1l I 0115)6 0 0 0 � 'ADOMINIUM1 ,' r� : ` 1 jTA1114 ' 1 I E O° PHAL 1 I yy I AIR SPADE lI I WHEEL WASH EXCAVATION I a REQUIRED IN 1 J PROXIMITY TO 1 1 C, I r / EXISTING TREES Il p > TYP. SEE NOTE f f oPA I { f I ICONSTRUCTION- I l,. ENTRANCE Clllj � � �it � / - �° I A "� ,l I � OIL Iw. ASPHALT q� ,+ ' I SWALEcr) I __1/� 1 IE 424 INTERCEPTOR- 3 I SWALE I c ROCK �rl0rd EASIYENT 06 . 10" ,/`� 1I CHECK NO 9706 4030 Id-DAM SWALE f 1 5 IE 424 All, I6" AIR SPADE 1 { r I EXCAVATION REQUIRED I 1 r 1z'U I 'r i.;.�vi r / / QUl ED N i 0�f ralM - 4 d.s I J PROXIMITY TO 3wNTRLII 24, SIEz� fn EXISTING TREES j -- r TYP. SEE NOTE 1A j I +' r. -- J 7 % 2 319.3 - - J. - - - _ -1 1! 875 1. E 457.3 -q 1 1 f PROPERTY LINE, TYP- j . RA STRE SW �-OpOP - AVER ► / REGRADE SWALES Tp STORMWATER DETENTION VAULT STORM DRAINAGE AU LT o o FOR TEMPORARY SEDIMENT STORAGE. �� 0016, ID ATE 1 I �+, ► 'SWALE • / OUTFALL AND CONTROL r o f IE 405.7 STRUCTURE. SEE SHEET 2. SEDIMENT SHALL BE REMOVED FROM TRAP WHEN IT 1 C5.00 AND DETAILS ON REACHES ONE FOOT IN DEPTH. SHEET C5.1 0I r 3. ANY DAMAGE TO EMBANKMENTS OR SLOPES SHALL BE REPAIRED. �' 4. ALL AREAS DISTURBED DURING CONSTRUCTION WHERE HAUL RO r PERMANENT LANDSCAPING WILL NOT BE PROVIDED WITHIN 60 DAYS SHALL BE HYDROSEEDED, OR OTHERWISE STABILIZED, AS REQUIRED. STRAW MULCHING OR PLASTIC SHEETING ARE ACCEPTABLE t 90 LF TEMPORARY 1'Al ALTERNATIVES TO TEMPORARY HYDROSEEDING DURING STORM FORCE MAIN �}r PERIODS OF LOW GROWTH. SEE DETAIL 6 ON SHEET 3 " ► 1 `STOXKrbwG wAllaSiGwlof C2.20 FOR STOCKPILE AND EXPOSED SLOPE COVERING r' 1 � S.ILLil/hl �+ Pffl DETAIL. i + :'�► � 1 IN t'�0 �I,IIT 41.�]P� 1�dAv 5. SEE LANDSCAPE PLANS FOR TREE PROTECTION DETAILS. ►' 6. EXISTING SIDEWALK FRONTAGE IMPROVEMENTS SHALL 406 C4� ! IM = 4 1.7161' + ■ ¢ %� BE MAINTAINED AS LONG AS POSSIBLE DURING TH S 4 I /�;v: COURSE OF 0 T U 0roll 'Td ir "CCP. r 7. CONTRACTOR TO INSTALL AND MAINTAIN ALL TESC f TEMPORARY MEASURES ACCORDING TO APPROVED PLANS, CITY OF ► FILTER FABC ��,°` SETTLING TANKS) EDMONDS STANDARD DETAILS, AND ALL OTHER ► 'FENCE, 'TYF rv' TO BE SIZED BY MEASURES THAT MAY BE REQUIRED DURING := 1 _i CONSTRUCTION. ■° ,I CONTRACTOR 1 I I a, IPA j Sri ■ S'.L. 8. ALL DISTURBED AREAS TO BE COMPOST AMENDED f2 CONNECT 'T0 .�0 T �, �� PER 2014 SWMMWW BMP T.5.13. EX. SD STUB' . ►.. 8" IE = 405.9f � 9. NO PHOSPHOROUS -CONTAINING FERTILIZERS, 5 5 I COMPOST, OR OTHER PRODUCTS ARE ALLOWED FOR a • � = ► TEMPORARY USE ON THIS SITE. y f = SEDIMENT TRAP, � g IV. ,N "wo V,ku1•T dLCWALL l5th4 _ Or -- a _ FOR CATCH ,I •AL. _ j c STeM 115 rr�UUG7l.ONIA16 ��,BASINS, TYP � �� Wii'tL� ► 1 07 52' 1 I t. IMP, "'VAL O S I Pit Do> S N�p7 e l l ► <<, 4 .7z° 1 'l>�'4'P1411X V F"4" vW4L OIL �WiM UM } ► 12" +r4r,' { L) ar .62' P(DIA GWfi FWW-r1�1. f#KVAWWJ OTC f i* , ,M arf I RIM = 7.59' a f ■ - 2- RCP ( 40 4. ' CONSTRUCTION SEQUENCE NOTES "'.� 'rtsusrlaI `39 LF TEMPORARY CULVERT 1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION AT 425-771-0220, EXT. 1326. TWO n <,o ■ IE = 406.6 (N) DAY (48 HR) NOTICE IS REQUIRED. IE = 406.8 (S) 2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES. 4 ►, � / I 3. CALL FOR UTILITY LOCATES. ° RE/MOVE AND STORE t 4. ESTABLISH CLEARING LIMITS, TREES TO BE RETAINED. FLAG AND FENCE AS NECESSARY. ► EXISTING BUS STOP 5. INSTALL CATCH BASIN PROTECTION DOWNSTREAM ON ALL EXISTING DRAINAGE STRUCTURES DOWNSTREAM FROM ■ SIGN. REINSTALL AT THE PROJECT SITE. r PROJECT COMPLETION �U 6. INSTALL SILT FENCE, CONSTRUCTION FENCE, AND CONSTRUCTION ENTRANCE. 7. INSTALL REMAINING TESC MEASURES AND MAINTAIN DUST CONTROL WHILE PREVENTING DISTURBANCE OF ANY TEMPORARY ACCESS AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE. r �; GATE/CHAIN LINK ► / YFENCE.,/(h*fift,," 8. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF EDMONDS CITY ENGINEERING INSPECTOR. ALL 5\11 TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES, INCLUDING THE STORMWATER OUTFALL, MUST BE ► / y IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND SEDIMENTATION ►1� CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL PERMANENT VEGETATION IS ESTABLISHED. 9. CLEAR, GRUB & ROUGH GRADE SITE TO PROVIDE ACCESS AND WORK AREAS FOR SHORING INSTALLATION ► ' MACHINERY AND EQUIPMENT. REVEGETATE DISTURBED AREAS NOT SUBJECT TO ADDITIONAL SURFACE LIMITS OF DISTURBANCE IMMEDIATELY AFTER ROUGH GRADING. (OTHER EXPOSED AREAS SHALL BE STABILIZED PER ► DISTURBANCE�/ EROSION CONTROL NOTES BELOW}. REMOVE AND RELOCATE 10. INSTALL TEMPORARY SEDIMENT TRAP AND SEDIMENT TANK. GRADE SWALES TO ROUTE RUNOFF TO SEDIMENT TRAP. 2 EXISTING UTILITY POLE, SEE SITE PLAN (tAX A 11, INSTALL PERIMETER SHORING ELEMENTS. r �.'i•llal / 12. EXCAVATE SITE TO BOTTOM OF EXCAVATION/BOTTOM OF FOOTING ELEVATIONS AS REQUIRED FOR FOUNDATION AND DETENTION VAULT CONSTRUCTION. 1 'f - _ 13- INSTALL PERMANENT STORM DRAINAGE SYSTEM NEEDED FOR DETENTION VAULT OUTFALL. ate to 14. CONSTRUCT DETENTION VAULT AS SEDIMENT TRAP. REGRADE SWALES TO ROUTE RUNOFF TO THE VAULT. 1 15. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS AND CONSTRUCT RIGHT OF WAY IMPROVEMENTS. SSMH RIM = 411.54' 16. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETATION OF ENTIRE SITE. 8- PVC N, S, & w 17. ESTABLISH LANDSCAPING AND PERMANENT VEGETATION. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE cTR CHANNEL = 407.00' REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL BY CITY INSPECTOR. 0 10 20 40 LEGEND SCALE: 1 Inch = 20 ft. Rj PROPERTY LINE LIMITS OF DISTURBANCE 0 FILTER FABRIC FENCE R-900 C2.10 x x TEMPORARY ACCESS 4 GATE/CHAIN LINK FENCE C2.20 (� (� CONSTRUCTION ENTRANCE ER-01 G2°9Q TEMPORARY INTERCEPTOR SWALE 2 C2.10 ROCK CHECK DAM rl_,� C2.10 �--p TEMPORARY SEDIMENT RAP -9d2 1--1 FOR CATCH BASINS C2.10 STORM PIPE REMOVE EXISTING TREE .i,171li, 1lII REMOVE EXISTING PIPE TEMPORARY SUMP RUM AND PUMP C2.20 RIP RAP PAD 1 C2.20 WHEEL WASH 3 c2.2o SLOPE HAUL ROAD 7 c2.20 LL CALLOUTS DEMOLITION KEY WITHIN PROPERTYRLIM TS}CAL REMOVE KEY ITEM (D REMOVE EXISTING SIDEWALK. x-5r,6 PIOTC (e REMOVE E TIN � CONCRETE CURB AND GUTTER. AT D 3 REMOVE EXISTING STORM STRUCTURES AND DRAINAGE PIPING, UNLESS OTHERWISE NOTED. REMOVE EXISTING SANITARY SEWER PIPING AND �J STRUCTURES. REMOVE EXISTING ELECTRICAL SERVICES AND UTILITY POLE. CONTRACTOR TO COORDINATE WITH UTILITY PURVEYOR PRIOR TO REMOVAL. REMOVE AND RELOCATE EXISTING TELECOMMUNICATIONS SERVICES. REMOVE EXISTING BILLBOARD. REMOVE EXISTING UTILITY POLE. CONTRACTOR TO COORDINATE WITH UTILITY PURVEYOR PRIOR TO REMOVAL. REMOVE EXISTING OVWSD APPURTENANCES AT THIS LOCATION INCLUDING 14 LF OF 8" D.I. AND 8" IN -LINE GATE VALVE PRESERVE AND PROTECT KEY ITEM PRESERVE AND PROTECT EXISTING STORM DRAIN PIPING AND STRUCTURES. PRESERVE AND PROTECT EXISTING WATER LINES, GATE VALVES, METERS, HYDRANTS, AND APPURTENANCES. PRESERVE AND PROTECT EXISTING SEWER PIPING. PRESERVE AND PROTECT EXISTING UTILITY POLE AND GUY WIRES. PRESERVE AND PROTECT EXISTING ROCKERY. APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION N"IX SITE I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9601 1 f: 425-453-8208 www.navixeng.com CLIENT/OWNER GRE EDMONDS, LLC PROJECT NAME HWY 99 EDMONDS NAVIX PROJECT NUMBER: 50-382-011 PROJECT ADDRESS wITn I�� 2332E HIGHWAY 99 ' -T'g. EDMONDS, WA 98026 STAMP 10 T/I1 REVISIONS REV ISSUED FOR: DATE i 1 BUILDING PERMIT INTAKE 12.18.18 -2 BUILDING PERMIT INTAKE 2 02.07.19 3 DEVELOPER EXTENSION 04.17.19 4 BUILDING, PERMIT RESUBMITTAL 05.17.19 5 BUILDING PERMIT RESUBMITTAL 2 07.30.19 6 BUILDING PERMIT RESUBMITTAL 2 07.30.19 7 RIGHT-OF-WAY PERMIT 08.28.19 8 BUILDING PERMIT RESUBMITTAL 4 11.07.19 0 0 SECTION, TOWNSHIP, RANGE: SW Y, NE %4, SEC 31, T 27 N, RANGE 4 EAST, W.M. PROJECT TEAM REVIEWED BY: J. TAFLIN DESIGNED BY: H.RODRIGUEZ R. HILL + SHEET NAME IOV 19 2019 LNG EDNIC TESC AND (OF EDtJit...• DEMOLITION PLAN SHEET NUMBER C2.00 CD cal C.] e"] nl s 0 s= 0 s CP) rn a z N N N O cr7 c a� a W e l Utility Accommodation Chapter 1 2" x 2" WOOD/STEEL PAVEMENT REMOVEIPAVEMENT REPLACE LIMITS WIDTH VARIES FILTER FABRIC SECURED - - - sAwcuT (TYP) -- TO 2" x 2' 14 GA WIRE FABRIC EQUAL 2 25' MIN RADIUS 0 IN QUARRY SPALLS 2-4" MIN DIA l E 12" MIN DEPTH SEE NOTE 3 l 1 CF N1�%/ "Ift t NATIVE BACKFILL MATERIAL 8" f I FF SEE NOTE 2 1 T�t4 15' MIN �j PROVIDE FULL WIDTH OPEN CUT CROSS SECTION OF INGRESS/EGRESS NTS LEGEND FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH DETAIL NOTES: Existing HMA (Hot Mix Asphalt) or PCCP (Portland Cement Concrete Pavement). FABRIC TO WIRE a ; HMA class i inch or PCCP: Depth and material shall match existing (D THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. p g pavement. Removal and replacement limits of pavement 2" x 2" WOOD/STEEL POSTS to be determined at the time off utility permiUfranchise review. C. Approved backfill material or CDF (Control Density Backfill) or as specified by WSDOT. D; Bedding material depth beneath the pipelcasing shall be six (6) inches. Additional pipe bedding shall be placed equal to half the ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. diameter of the pipelcasing or six (6) inches, whichever is less. E::: Existing crushed surfacing base course,' WIRE MESH FENCE NOTES: � TO SUPPORT FILTER F i Crushed surfacing rise course depth shall match depth of existing crushed surfacing base course. FABRIC 1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED N ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 31 HMA butt joint requires tack, seal, and sand. For PCCP, refer to General Note 5. FUGE0FRAVEMENT • 2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING _. _. .......- . GENERAL NOTES OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 1. Trenching and pipe installation shall meet the requirements of r, ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO WSDOTstandard5pecification 7-p8, Eoca of LAt f�tir /,�� f \��t \�� TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC L C 2. Maximum trench width shall not exceed casing/pipe diameter to plus an additional one (1) foot on either side. 3. Compaction shall be method c° per Standard specification MATERIAL 8" TO 12" 3. I BURY BOTTOM OF FILTER WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL Section 2-03.3(14)0. BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING 4. Minimum depth shall be sixty (60) inches from the finished 6' MAX DEVICE. A - - - -r- --- A''--- - �-•J surface to fop of casing. -T 4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. 5. PCCP shall be replaced to the next panel joint in each direction SAW CuT SAW CUT as approved by W5D©T. All work shall be as specified in W5DOT Standard Specification Section 5-01.3(4)NOTES: PROJECT MIN LENGTH OF (FEET) *PROVIDE ATB OR ASPHALT EDGE OF Tn€NCH EOGEOFTRENCH SIZE QUARRY SPALLS* TRANSITION WHERE FRONTAGE ( , EDGEOF iL+4NE 6. When connecting to an existing facility under the pavement, r _ a pavement restoration may, at the department's discretion, C 1 /4 ACRE 3q ROAD IS AN ARTERIAL. include the full lane width and encroached shoulder. 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER LENGTH TO BE DETERMINED EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON [ 1 ACRE 50 BY CITY INSPECTOR. 7. Casing pipes shalt extend a minimum of six (6) feet beyond the CITY INSPECTION REQUIRED ON eoce OF. ravEEafT toe of fill slopes• bottom of ditchline, or outside of curb. ALL EROSION CONTROL METHODS [ 3 ACRE 1 OO 8. Tack asphalt per WSDOT Standard Specification 5-4.3(5]A. 2. SILT 'FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS PLAN VIEW ACTIVITY BEFORE OTHER WORK CAN BEGIN � 3 ACRE 100 NX5 BEFORE OTHER WORK CAN BEGIN FILTER FABRIC FENCE REVISION DATE CITY OF EDMONDS REVISION-� f JANUARY 2018 STABILIZED CONSTRUCTION JANUARY 2018 Open Cut Crossing Detail FILTRATION SYSTEMS L_ CITY OF EDMONDS ENTRANCE Figure720-4a - - PUBLIC WORKS STANDARD ram_ DEPARTMENT PUBLIC W®RKS STANDARD Page 9-52 WIUtilities Manual M 22-87.07 =�# . 1 � 9� APPROVED BY: R. ENGLISH E R - 9 0 D E` 0 DETAIL DEPARTMENT D ETAI L November 2014 f . 18 � APPROVED BY: R. ENGLISH E R - 9 O 1 l r , ROCK MUST COMPLETELY COVER THE BOTTOM AND SIDES OF THE DITCH ,• GRATE 6" MIN. • ; � 24" MIN. FILTER SOCK WITH 4 r' OVER FLOW HOLES a f q FILTER SOCK WITH 1 (TYP) CROSS SECTION OVER FLOW HOLES (TYP} GRASS OR ROCK 4. • CATCH BASIN 2:1 SLOPE 2H:1V SLOPES LEVEL BOTTOM L=THE DISTANCE SUCH THAT 1' MIN * ° POINTS A AND B ARE OF A L EQUAL ELEVATION 2"- ¢„ B ROCK 2, ``--- MINIMUM 0.5% SLOPE (MIN•) TO SEDIMENT TRAP CHECK DAM SPACING NOTES: NOTES: MAINTENANCE STANDARDS: 1. SEED AND MULCH SHALL BE APPLIEDWITHIN 5 DAYS OF DIKE CONSTRUCTION (SEE VEGETATION}. CATCH BASIN 1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED SO THAT 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN 2. THE UPSLOPE SIDE OF THE DIKE SHALL PROVIDE POSITIVE THIS APPLICATION AT ALL TIMES DURING THE CHANNEL IS RESTORED TO ITS DESIGN CAPACITY, DRAINAGE TO THE DIKE OUTLET. t�-I_ a .6J CONSTRUCTION PERIOD. 2. IF THE CHANNEL CAPACITY IS INSUFFICIENT FOR THE DESIGN FLOW, IT MUST BE 2. ANY SEDIMENT IN CATCH BASIN INSERT DETERMINED WHETHER THE PROBLEM IS LOCAL (E.G., A CONSTRICTION OR BEND) OR 3. NO EROSION SHALL OCCUR AT THE DIKE OUTLET. PROVIDE NOV 19 2019 SHALL BE REMOVED WHEN INSERT IS THE CHANNEL IS UNDER ---DESIGNED, IF THE PROBLEM IS LOCAL, THE CHANNEL ENERGY DISSIPATION MEASURES AS NECESSARY. ONE-THIRD FULL CAPACITY MUST BE INCREASED THROUGH CONSTRUCTION OF A BERM(S) OR BY BUILDING DEPARTIVF-I 3, CITY INSPECTION REQUIRED ON ALL EXCAVATION. IF THE PROBLEM IS UNDER -DESIGN,.. THE DESIGN ENGINEER SHALL BE 4. SEDIMENT LADEN RUNOFF MUST BE RELEASED THROUGH A CITY OF EDMONDS EROSION CONTROL METHODS BEFORE NOTIFIED AND THE CHANNEL REDESIGNED TO A MORE CONSERVATIVE STANDARD TO SEDIMENT TRAPPING FACILITY SUCH AS A POND, TRAP, OR OTHER WORK CAN BEGIN, BE APPROVED BY KING COUNTY. SILT FENCE AS APPROPRIATE TO DRAINAGE AREA SIZE, APPROVED FOR CONSTRUCTION 3. THE CHANNEL SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING OR EROSION HAS OCCURRED, AFFECTED AREAS SHALL ^C N S ED��A'�c PUBLIC WORKS STANDARD REVISION DATE BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET OR NET. OF ,�. SEDIMENT TRAP FOR CATCH BASINS DEPARTMENT DATE: DETAIL ROCK CHECK DAM TEMPORARY INTERCEPTOR SWALE �y 18 9 Q APPROVED BY: R. ENGLISH E R 9 Q Z N TS G N TS B Y: - CITY ENGINEERING DIVISION N"IX SITE I CIVIL 11235 s.e, 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 I f: 425-453-8208 www.novixeng.com CLIENT/OWNER GRE EDMONDS, LLC PROJECT NAME HWY 99 EDMONDS NAVIX PROJECT NUMBER: 50-382-011 PROJECT ADDRESS 23326 HIGHWAY 99 EDMONDS, WA 98026 STAMP IIII,lTbl REVISIONS REV! ISSUED FOR: DATE 1 i BUILDING PERMIT INTAKE 12.18.18 2 FIBUILDING PERMIT INTAKE 2 02.07.19 3 DEVELOPER EXTENSION 04.17.19 4 BUILDING PERMIT RESUBMITTAL 05.17.19 5 BUILDING PERMIT RESUBMITTAL 2 07.30.19 6 BUILDING PERMIT RESUBMITTAL 2 07.30.19 7 RIGHT-OF-WAY PERMIT 08.28.19 8 BUILDING PERMIT RESUBMITTAL 4 11.07.19 0 0 SECTION, TOWNSHIP, RANGE: SW f4, NE'/4, SEC 31, T 27 IN, RANGE 4 EAST, W.M. PROJECT TEAM REVIEWED BY: J. TAFLIN DESIGNED BY: H.RODRIGUEZ R. HILL SHEET NAME TESC AND DEMOLITION DETAILS SHEET NUMBER f C2.10 C r k e 0 E e a) e MATCH EXISTING 1� 2 END OF INTERCEPTOR SWALE 6', UNLESS OTHERWISE NOTED ON PLANS 4', UNLESS OTHERWISE NOTED ON PLANS RIP RAP PAD PER WSDOT STANDARD SPECIFICATION 9-13.6 RIP RAP PAD DETAIL RUNOFF WITH SEDIMENT WATER LEVEL N.T.S. 12" PERFORATED PIPE TOP OF DRUM SHALL BE 6" MIN ABOVE GRADE PROVIDE SOLID COVER S4_ 4 a a 1' MIN / / O a 4 1 a 0 a 4 O O 23T_ D 0 0 Q a 0 0 D D D 0 a 0 D a a 0 D a Doo o a 0 0 a a 0 O m� U D a a 9 O 0— CONTRACTOR TO SIZE TEMPORARY PUMP TO CONVEY TESC FLOWS. SEE NOTE 1 �1 2 PROVIDE 12" MIN CLEAN GRAVEL AROUND PERIMETER OF DRUM WRAP WITH FILTER FABRIC 55 GALLON DRUM W/ 2—IN DIA WEEP HOLES WIRE TIES SUMP PUMP AND MOTOR CONCRETE BLOCKS NOTE: I. CONTRACTOR SHALL ENSURE DISCHARGE WATER FROM THE TEMPORARY SUMP DRUM AND PUMP ON THE TESC PLAN PASSES WATER QUALITY REQUIREMENTS PER CITY OF EDMONDS AND DEPARTMENT OF ECOLOGY STANDARDS. CONTRACTOR SHALL ADD PROVISIONS AS NECESSARY TO MEET CITY AND STATE STANDARDS DURING CONSTRUCTION. 0 m Q l.� Y z J z 0 TEMPORARY SUMP DRUM AND PUMP LOCATE INVERT OF TOP PIPE 1' ABOVE BOTTOM OF WHEEL WASH 8'x8' SUMP, SEE NOTE N.T.S. 18' WATER LEVEL 3' 12' J DRAIN PIPE kl:l SLOPE NOTE: BUILD 8'x8' SUMP TO ACCOMODATE CLEANING BY TRACKHOE. SECTION A -A NTS WHEEL WASH N.T.S. 1 0' MAX. I NOTE: 8'-0" TALL FENCE UNLESS OTHERWISE NOTED. 4' MIN. 4' MIN. im CHAIN LINK FENCE N.T.S. BLOCKS (TYP.) SURFACE AREA DETERMINED AT z a TOP OF WEIR U_ - lit [7 ZN 42" MIN. 18" MIN. FLAT BOTTOM 2"-4" ROCK - GEOTEXTILE NOTE: DISCHARGE TO STABILIZED TRAP MAY BE FORMED BY BERM CONVEYANCE, OUTLET OR LEVEL OR BY PARTIAL OR COMPLETE WASHED 1 %2 SPREADER EXCAVATION GRAVEL CROSS SECTION RIPRAP 6' MIN. 1' MIN. DEPTH OVERFLOW SPILLWAY �— MIN. 1' DEPTH NATIVE SOIL OR 2"-4" ROCK COMPACTED BACKFILL MIN. 1' DEPTH GEOTEXTILE 3/4"--1 1 /2" WASHED GRAVEL TRAP OUTLET SIZING NOTE: TRAP SIZED FOR 2-YEAR, 15-MIN DEVELOPED PEAK FLOW, WITH A REQUIRED SURFACE AREA OF 660 SQUARE FEET. MAINTENANCE STANDARDS: 1. SEDIMENT SHALL BE REMOVED FROM THE TRAP WHEN IT REACHES 1 FOOT IN DEPTH. 2. ANY DAMAGE TO THE TRAP EMBANKMENTS OR SLOPES SHALL BE REPAIRED. TEMPORARY SEDIMENT TRAP ANCHOR WEIGHTS WITH STAKES 6 MIL (MIN) CLEAR PLASTIC SHEETING STRAW —�, WATTLE CONVEY RUNOFF TO--'" APPROVED LOCATION BURY SHEETING IN 4"x6" —\ TRENCH A MIN. OF S FT. SETBACK FROM TOP OF SLOPE, BACKFILL WITH WASHED ROCK PROVIDE ENERGY DISSIPATION AT TOE WHEN NEEDED TOE IN SHEETING IN 4"x6" TRENCH A MIN. OF 3 FT. SETBACK FROM BOTTOM OF SLOPE, BACKFILL WITH WASHED ROCK SYMBOL: 0 S NTS SOIL BERM -STRAW BALES STOCKPILES 6 MIL (MIN) CLEAR PLASTIC SHEETING 10' MAX. ANCHOR WEIGHTS WITH STAKES _ CONVEY RUNOFF TO APPROVED LOCATION -1 10T MAx. T MIN. CONVEY RUNOFF TO SLOPES APPROVED LOCATION STOCKPILE AND EXPOSED SLOPE COVERING NTS COMPACTED SUITABLE NATIVE MATERIAL PER RECOMMENDATIONS PROVIDED IN GE©TECHNICAL REPORT. 4 ?A%kL TLOAV L NOT 19MAW Pam f4K%4t • My. OIL NOTES: 40k c A I►AIN1IIJlUItA . 1. SELECT SURFACING AGGREGATE OR . 2"-4" QUARRY SPALLS. (PER WSDOT STD SPEC 9-03-9(2)) HAUL ROAD/STAGING AREA N.T.S. pE3 NOV 19 2019 CLJII-LINO: L APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: B Y: CITY ENGINEERING DIVISION NAVIX SITE I CIVIL 11235 s.e. 6th street f suite 150 Bellevue, wo 98004 t: 425.453.9501 1 f: 425-453-8208 www.novixeng.com CLIENT/OWNER GRE EDMONDS, LLC PROJECT NAME HWY 99 EDMONDS NAVIX PROJECT NUMBER: 50-382-011 PROJECT ADDRESS 2332E HIGHWAY 99 EDMONDS, WA 98026 STAMP REVISIONS REV ISSUED FOR: DATE 1 BUILDING PERMIT INTAKE 12.18.18 2 BUILDING PERMIT INTAKE 2 02.07.19 3 DEVELOPER EXTENSION 04.17.19 4 BUILDING PERMIT RESUBMITTAL 05.17.19' 5 BUILDING PERMIT RESUBMITTAL 2 07.30.19 6 BUILDING PERMIT RESUBMITTAL 2 07.30.19 7 RIGHT-OF-WAY PERMIT 08.28.19 8 BUILDING PERMIT RESUBMITTAL 4 11.07.19 0 0 SECTION, TOWNSHIP, RANGE: SW 1/4, NE Y4, SEC 31, T 27 N, RANGE 4 EAST, W.M. PROJECT TEAM REVIEWED BY: J. TAFLIN DESIGNED BY: H.RODRIGUEZ R. HILL SHEET NAME TESC AND DEMOLITION DETAILS SHEET NUMBER C2■20 c c I CD od CQ a z c3 C7 C-) I rr] f rli CY 0 C) CV m rn a C3 2r c.� i N N C� c"n cu a v CD FDCO IE = 407.75 FDCO 4" PVC PERF AT IE = 408.50 0.5% MIN, (TYP) FDCO ' IE = 404.75 � FDCO IE = 407.30 i� FD CO IE = 404.50 0 0 FDCO t "� � FDCO CONNECT TO SDCB #8 �' `�.. SEE C5.00 _ CROSSING •� FDCO 4" IE = 403.90 IE = 403.50 12" CR = 403.50 4" PVC AT 0.5% MIN (TYP) •� FOUNDATION AND UNDERSLAB DRAINAGE NOTES 1. INTERIOR FOUNDATION DRAINAGE SHALL BE SOLID WALL OR PERFORATED FOUNDATION DRAINAGE PIPE - ASTM D 1785, SCHEDULE 40, AS INDICATED ON PLAN. 2. ALL INTERIOR STORM DRAINAGE SERVICE DRAINS (SD) AND SANITARY SIDE SEWERS (SSS) SHALL BE CONNECTED TO THE PUBLIC SYSTEMS INDEPENDENT OF THE INTERIOR FOUNDATION DRAINAGE SYSTEM PIPING. 3. ALL INTERIOR FOUNDATION DRAINAGE CLEANOUTS SHALL BE INDICATED WITH LIDS MARKED "FD". 4. ALL. INTERIOR FOUNDATION DRAINAGE PIPES SHALL BE INSTALLED AT AT 0.5% MINIMUM. 5. REFER TO MECHANICAL DRAWINGS FOR PUMP, SUMP BASIN, AND ALL APPURTENANCES. 6. ALL PIPING EMBEDDED IN CONCRETE SHALL BE WRAPPED IN CLOSED CELL FOAM INSULATION. 7. FOUNDATION DRAIN CONNECTION SPACING REQUIREMENTS TO THE VERTICAL DRAINAGE MATERIAL SHALL BE NO GREATER THAN 8'-0" OC. INDIVIDUAL CONNECTIONS MAY BE SHIFTED AS REQUIRED TO CLEAR STRUCTURAL ELEMENTS AND SHORING ELEMENTS. 8. CLEANOUTS SHALL BE SPACED NO GREATER THAN 100 FEET OC. 9. STRUCTURAL FOUNDATION PLAN SHOWN FOR REFERENCE ONLY. 10. REFER TO GEOTECHNICAL MASTER USE PERMIT REPORT PREPARED BY ZGA DATED NOVEMBER 20, 2018 FOR ADDITIONAL FOUNDATION DRAINAGE INFORMATION. 11. PROVIDE DUCTILE IRON SLEEVES WHERE FOUNDATION AND UNDERSLAB DRAINAGE PIPES PASS BELOW OR THROUGH FOOTINGS. REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS, 12. CONNECTIONS TO WALL DRAIN PIPES AT SHORING WALLS ARE SHOWN ONLY AT EXAMPLE LOCATIONS. CONNECTIONS CENTERED BETWEEN SOLDIER PILES. CONNECT TO SDCB Ir, SEE C5.00 i YETENTION ;YSTEM OUTFALL, ;EE SHEET C5.00 I L a-�� t I CONNECT TO CB #6 i FDCO IE = 407.75 CONNECT TO WALL DRAIN @ 8' MAX SPACING SEE DETAIL 2, SHEET C3.10 AND NOTE 12. DROP CONNECTION IE 4"(W) = 407.00 IE 4"(E) = 404.00 FDCO IE = 403.75 LEGEND R� 0 10 20 40 SCALE: 1 inch = 20 ft. 4" PERFORATED FOOTING DRAIN 4" SOLID FOOTING DRAIN C3.10 6" DUCTILE IRON SLEEVE UNDER OR THROUGH CONCRETE FOUNDATION 4" CLEANOUT C3.10 TYPE I CATCH BASIN TYPE II CATCH BASIN DROP CONNECTION NOV 19 2019 BUILDING DEPARTMENT CITY OF EDMONDS APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: CITY ENGINEERING r DIVISION N"IX SITE I CIVIL 11235 s.e. 0th street I suite 150 Bellevue, wo 98004 t: 425.453.9501 � f: 425-453-8208 www.novixeng.com CLIENT/OWNER GIBE EDMONDS, LLC PROJECT NAME HWY 99 EDMONDS NAVIX PROJECT NUMBER: 50-382-011 PROJECT ADDRESS 23326 HIGHWAY 99 EDMONDS, WA 98026 STAMP REVISIONS REV ISSUED FOR. DATE 1 BUILDING PERMIT INTAKE 12.18.18' 2 BUILDING PERMIT INTAKE 2 102.07.19 3 DEVELOPER EXTENSION 04.17.19, 4 BUILDING PERMIT RESUBMITTAL i05.17.19; 5 BUILDING PERMIT RESUBMITTAL 2 '07.30.19 6� BUILDING PERMIT RESUBMITTAL 2 07.30.19 7 BUILDING PERMIT RESUBMITTAL 4 11.07.19 0 0 SECTION, TOWNSHIP, RANGE: SW1/4, NEf4,SEC 31,T27 N, RANGE 4 EAST, W.M. PROJECT TEAM REVIEWED BY: J. TAFLIN DESIGNED BY: H.RODRIGUEZ R. HILL SHEET NAME FOUNDATION DRAINAGE PLAN SHEET NUMBER C3.00 a I N os a 0 o� 3 C:3 CD U CT� rr 0 cn V) C O Lkd Q 0 L CL 1 /8" RAISE 1 /2" WIDE BORDER 3/4" SQUARES SPACED 3/4" AS INDICATED HT. 1 /8" A N D BE IMBOSSED WITH "FD" ON LID 1 /2' CAST IRON RING & COVER FREE DRAINING STRUCTURAL BAG GEOTEXTILf FILTER FAE I" WASHED GRAVEL 6" MIN. ALL AROUP NOTES: 1. INSTALL CLEANOUTS TO GRADE AT 100' MAXIMUM SPACING OR AT EVERY 90 DEGREE BEND. SOG FIBRE JOINT PACKIN 45' (1 /8") BEN 4" PVC PIPE 4" MIN. CLEANOUT N.T.S. FOOTING DRAINAGE N.T.S. 2. a' CLASS "B" CEMENT CONC. COLLAR CEMENT CONIC, BEDDING PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS NG PER CTURAL DRAWINGS GRATED PVC DRAIN PIPE WITH 70RATIONS DOWN, SPACED 120- J� 4" O.C. PROVIDE CLEANOUTS MAXIMUM SPACING. FOUNDATION WALL. FACE OF LAGGING MIRAFI G1OQN OR EOUIV, DRAINAGE COMPOSITE FULL HEIGHT OF LAGGING AND FULL WIDTH BETWEEN SOLDIER PILE FLANGES DrainGreat )R EOUIVALENT DRAINAGE BOARD CONNECTOR. INSTALL PER MANUFACTURERS RECOMMENDATIONS. 3" DIA. PVC CONNECTOR PIPE CENTERED BETWEEN SOLDIER PILES. SLOPE DOWNWARD TOWARDS TOE DRAIN. BOTTOM OF FOUNDATION WALL FOOTING CONNECT TO STORM DRAIN PER CIVIL PLANS DRAINAGE BETWEEN SOLDIER PILE SHORING AND FOUNDATION WALL NU I IU 5iUALL NOTES: 1. ATTACHED DRAINAGE COMPOSITE TO LAGGING IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. SPLICES BETWEEN ADJACENT PANELS OF DRAINAGE COMPOSITE SHALL BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. SOLDIER PILE WALL DRAINAGE N.T.S. .9 Wfm 4L66 -rp f w_ Qf0inNE, cT"cr fLow 4 C141.49. 19 APPROVED FOR CONSTRUCTION CITY OF EDMONDS N"IX SITE I CIVIL 11235 s.e. 6th street a suite 150 bellevue, wo 98004 t. 425.453.9501 f: 425-453-8208 www.navixeng.com CLIENT/OWNER GRE EDMONDS, LLC PROJECT NAME HWY 99 EDMONDS NAVIX PROJECT NUMBER: 50-382-011 PROJECT ADDRESS 23326 HIGHWAY 99 EDMONDS, VITA 98026 STAMP REVISIONS REV' ISSUED FOR: DATE 1 BUILDING PERMIT INTAKE BUILDING PERMIT INTAKE 2 12.18.18 2 02.07.19 e 3 DEVELOPER EXTENSION 04.17,19� 4 BUILDING PERMIT RESUBMITTAL 05.17.191 5 BUILDING PERMIT RESUBMITTAL 2 07.30.191, BUILDING PERMIT RESUBMITTAL 2 07.30.19 6 7 BUILDING PERMIT RESUBMITTAL 4 111.07.14 a_ 1 SECTION, TOWNSHIP, RANGE: SWY¢, NEY4, SEC 31,T27 N, RANGE 4 EAST, W.M. PROJECT TEAM REVIEWED BY: J. TAFLIN DESIGNED BY: H.RODRIGUEZ R. HILL SHEET NAME FOUNDATION DRAINAGE DETAILS CITY ENGINEERING DIVISION SHEET NUMBER C3.10 S UM FOUND RERAR WffH NO CAP 1.0' EAST AND 1,2' NORTH t CORNER. INTERSECT70N CHAIN LINK FENCE 0.1 '(W) AND 0.3'(N) CORNER FOUND REBAR AND CAP, LS137527 ON PROPERTY LINE, 2.0' EAST OF CORNER. 1 END OF CHAIN LINK'FENCE BILLBOARD fJ,2 `(N) OF LINE O KER RDCKE7�Y � FENCEONK N 87'59'21 ° E 7r f 1' _,� . . . E i • .. i --• r IV 140 f rs• , At toy ��•_•• 7 !2• T7 F Sr. 2 • - v - a< F s•- y. PROPOSED, A' B U rItls G, TYP 0 42- 14 A 12 F 1 - i t2- rs i i- • � 2 . rR• � � -i -.•.•. ,z s o. U - A A )MINIUMPROPERTY LINE, TYP ASPHALT 4 i 1 NEW ASPHALT i PATCH I 4 �1 1 1 ASPHALT �r M 15 / STING UTILITY POLE AND DOWN GUY TO BE REMOVED ASPHALT .' 8 .ter d.;+. 16 367r4 '• . � • • � �i FBI TING F�RE ' ' • /H RANT O BE 40RgLOCAT b OPOSED TFE P e S E LANQSCAkPE LA S 5S SS z„ • - SSMH RIM = 421,64' • �: QPOSE E . • _ _ f 8" } ry �y y- p�� SSMH RIM 410.61 ' � �� - L�GH T, T P B PIrC S--& 7/- d �'� SEE NO E 6# CTR CHANNEL = 413.84' _ ffi'e�•34 - VA a - -- 7 700002002 - " •� TING R�� OQ5 � .: X cu d _ A D GUTTER,& _ .•_ ..__ TOTAL SITE AREA - 59,6 72 5F ;: ?' o REMAJ i 28 • i C4.21 10 Ai ' A F • Gi 6 11.5' STRfZET q, TYP i 10' WATER EASEMENT — ..........-31 a • • O REC. NO. 9711210515 '- �; l , • U •- �` EXISTING FIRE HYDRANT TO BE � [•;.'_.'• C,�t•� RELOCATED t y: f0' I)ISTRtDUTION EASEMENT REC. NO9706040303 r� 15 1 -_ - 4 IG • 10 20' OWL a _ A r T ._ ISpFfAt� FRAMP - — — TRANSITION TO I i i N� GRA O, + j/234 STF EET SW - - - 42+OV o STREET�YR 77 ( IJVE.AT 3€i F72C3h� } TPA. • 0E 27If SiRL74.4 , 4' a -1. iA� - _" ir �L Ln - f PROPOSED -POLE- Ly LOCATION f h r'� Nw a d a, d �0 / ;ram CTR CHANNEL = 4€71. Z' XISTING( POWEF� POLE TO BE RELOCATED. ONTR%CTOR 10 ENSURE POLE HAS 1 C—FOOT TCLEAR'RNCE FROM ADA RAMP. SEE SHEET {` C7.Od FOR MORE INFO. f, r � t , 10+00.00 OIGHWAY 99 40,E-00.00 ,r234TH STREET SW REPLACE 62' ;EXISTING CURBr� CUT WkTH NEW CURB AND CUTTER PER CITY OF __EPMQNDS STD. DEUL/TR-526 LEGEND / f 0 10 20 40 SCALE: 1 inch =20 ft. PROPERTY LINE SAWCUT LINE PROPOSED BUILDING CONCRETE SIDEWALK ASPHALT CONCRETE PAVEMENT LANDSCAPED AREA *__0 STREET LIGHT/LUMINAIRE CONSTRUCTION KEY NOTES CURB AND GUTTER C4.10 CONCRETE SIDEWALK 410 F— 4 1a 8 03 3 CURB RAMP C4.10 I DRIVEWAY APPROACH TYPE I —541 C4.10 5 DETECTABLE WARNING STRIP MATCH EXISTING, REMOVE TO NEAREST EXISTING JOINT WHERE MATCHING EXISTING SIDEWALK ASPHALT CONCRETE PAVEMENT PATCH, MATCH — EXISTING PAVEMENT SECTION IRL46 r4dj �C4.10 PAVEMENT SAWCUT LINE, SEE NOTE X 3 C.I.P. CONCRETE RETAINING WALL, SEE STRUCTURAL SHEET S2.01S AND DETAIL 5/S3.30 1 izgj�pa -To 10 CONCRETE SLAB FOR TRASH 4,20 q •It7TE4TW2*11. 11 NOT USED 1pPr1 �Lr,1�- S%AS LA 12 PLANTERS (TYP.), SEE LANDSCAPE PLANS 13 NOT USED 14 NOT USED 15 GRAVEL WALKWAY FOR WATER RISER ROOM ACCESS 16 4—INCH PAINTED FOG LINE, SEE NOTE 1 NOTES 1. FOGLINE AND CENTERLINE TO BE RESTRIPED, AS REQUIRED, PRIOR TO PROJECT COMPLETION. 2. UTILITY PATCHES WITH LESS THAN 20—FEET OF SEPARATION SHALL BE COMBINED AND FULL WIDTH OR HALF WIDTH OVERLAY WILL BE REQUIRED DEPENDING ON THE EXTENT OF DISTURBANCE. WHERE UTILITY PATCHES FALL ENTIRELY WITHIN ONE TRAVEL LANE, THE OVERLAY SHALL EXTEND TO THE CENTERLINE OF ROADWAY. WHERE UTILITY PATCHES EXTEND INTO BOTH TRAVEL LANES THEN A FULL WIDTH OVERLAY IS REQUIRED. 3. SAWCUT EXTENTS TO BE DETERMINED BY THE ENGINEERING INSPECTOR. 4. ALL LANDSCAPED AREAS SHALL RECEIVE AMENDED SOILS PER 2014 SWMMWW BMP T.5.13. 5. STREET LIGHTING ALONG HIGHWAY 99 WILL NEED TO COMPLY WITH GATEWAY DISTRICT DESIGN REQUIREMENTS. THE CITY WILL INFORM THE CONTRACTOR/OWNER OF SPECIFIC REQUIREMENTS ONCE THEY BECOME AVAILABLE. 9X15-0146 CK$91&Ak�TEX Te I9Ia V-Id" P&O LA 14S QWAW APPROVED FOR CONSTRUCTION CITY]F EDMONDS DATE: BY. CIT'r ENGINEERING DIVISION I X SITE I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com CLIENT/OWNER GRE EDMONDS, LLC PROJECT NAME HWY 99 EDMONDS NAVIX PROJECT NUMBER: 50-382-011 PROJECT ADDRESS 23326 HIGHWAY 99 EDMONDS, WA 98026 STAMP 4�/2rJ/21�14 Jae T Iry „- REVISIONS REV ISSUED FOR: DATE CONSTRUCTION SET 01,15.20 2 BUILDING PERMIT INTAKE 2 02.07.1e% 3 DEVELOPER EXTENSION ,04.17.19 4 BUILDING PERMIT RESUBMITTAL 05.17.19 5 BUILDING PERMIT RESUBMITTAL 2 107.30.19 6 BUILDING PERMIT RESUBMITTAL 2 107.30.19 7 RIGHT-OF-WAY PERMIT 08.28.19 8 BUILDING PERMIT RESUBMITTAL 4 11.07.19 9 BUILDING PERMIT RESUBMITTAL 01.20.20 0 0 SECTION, TOWNSHIP, RANGE: SWY4, NEY4, SEC 31,T2.7 N, RANGE 4 EAST, W.M. PROJECT TEAM REVIEWED BY: J. TAFLIN DESIGNED BY: H.RODRIGUEZ R. HILL SHEET NAME SITE PLAN SHEET NUMBER C4a 00 RESUB JAN 2 1 2020 Wffl'OGFW Mr 0_ rn I 0 N 0 N 0 0 U 0 7i W 0 c 0 E w c 0 EMI NI UM i I FOUND REBAR WITH NO CAP 1.0' EAST AND 1.2' NORTH OF CORNER. ROCKERY INTERSECTION CHAIN LINK N 87': FENCE 0.1'(W) AND 0.3'(N) OFF INK FENCE CORNER FOUND REBAR AND CAP, LS137527 ON PROPERTY LINE, 2.0' EAST OF CORNER. ff ' 4 C4.20 t: END OF CHAIN LINK FENCE BILLBOARD 0.2'(N) OF LINE 61' ° / M 30V ° d 6 M /8• d .. W • „�° ° M10712 W d° M �•r*�72• °O rtr �lq / ° d ° 12• F^'1A ° 9• U ('� A d d U 30'15i ; W..•.W..�. W ��' So, M ° d �.v. 0 M ° d d " ° d 1• ° % o . W.•.W / � M °}�,",JJ 9. - 16* � � \ 6 M ° / I4v \ 1 28� M / S^\ 28• 14• 15" 26• 18• M�(�.'�j C' 20 16• F^ 'v,,.J W . 7 12 A C 7" F C S� 2 OO 1 \14 AA {^ J10, } d PROPOSED MA BUILDING, TYP 12' 1. .W. A 8. / A '= F b 12 \ 38• A 15• 2 .�.�. F / 7' F 1� IW.W.W 18• 13, MA I• WWWWW 6. V) I/ 2 14• A m N %A \ 2 El SD 20• o• A A 3 $S 10 / A A ° \ 12 d c / ° ° 8 ° •.� REPLACE 62' EXISTING CURB d ° • W • • 16 CUT WITH NEW CURB AND / GUTTER PER CITY OF 367(4 ° M EDMONDS STD. DETAIL EXISTING FIRE 36713r„J d d HYDRANT TO BE TR-520 ° W REPLACED / o� M / d° ° .'. PROPOSED TREE, TYP / SEE LANDSCAPE PLANS ° v -$$ ° d d • 1 Z $S lll� SSMH RIM = 421.64' - � / ° PROPOSED STREET LIGHT, SSMH RIM = 410.6 1' A TYP .W.'.'. 8" PVC N, S, E, & W o r . ' . ' ... CTR CHANNEL = 413.84' 8" PVC S_& W ° SEE NOT 5 30• CTR ANNEL = 4 51 ° o L "y 19, F �� X 140 34 to n I lJ cn -'-'- 00576700002002 c -'- PROPERTY LINE, I• W W'. '` / \ _ d ° ° ,+ TYP TOTAL TA L SI TE AREA 5 9, 6 72 SF �, ° d �•. •. 24. d ° EXI ING CURB 3 - AN GUTT R TO BE 24 C4.2 F7A ° A 2 R OVE AND ASPHALT . . - - 30" C PLAC D AS 1 F d ° EQUI ED BY CITY 1- 20' a W y INSPE TOR. 1 F D 42• M � NEW. . F ASPHALT W W PATCH i-• �� '.'.' 11.5' 10' WATER EASEMENT m REC. NO. 971121051� I m m • � U I U I•.W. . ASPHALT EXISTING FIRE HYDRANT TO BE /J-W-W-W- REPLACED C • - . 10' DISTRIBUTION EASEMENT 10" m6. I r • REC. NO. 9706040303 6 2M M� I M 1 �r 15 E EXISTING UTILITY POLE AND DOWN GUY TO BE REMOVED \ d/ �WWW10 20 W'S4 I 1� d F / S30581' ONb ASPHALT 0.9 d 9 LI EAT 30 ?OM 2 -5' ASPHALT RAMP - ° ° JRANSITION TO EXISTING GRADE OP ° 4"*SD- 234 STREET SW _ 6 I °' 42+00 8 STREET q, TYP -s - - - ® 7 -OP OP i ° )F 23$TH A° ° d + a. ° ° o ° d d d d° ° d d ° 4 15' 30� --- Cl t 41+00 I I 5 --UP:S�\ C4. PROPOSED POLE LOCATION °d i ° d ° • W m d W d° W STREET �, TYP d r m O ai d ° ••• X . 6 \- ° -: REVISION 1 - LAYOUT OF FRONTAGE ° ° - - IMPROVEMENTS ONLY d ° d d / d REFER TO CIVIL CONSTRUCTION ° de ° PLANS APPROVED FEBRUARY 4, 2020 3 5 - RL ' SSMH RIM = 411.5 8" PVC N, S, & W CTR CHANNEL = 401 EXISTING POWER POLE TO BE RELOCATED. CONTRACTOR TO ENSURE POLE HAS 1-FOOT CLEARANCE FROM ADA RAMP. SEE SHEET C7.00 FOR MORE INFO. 10+00.00 HIGHWAY 99 4' 40+00.00 234TH STREET SW .0'0' (PERMIT #BLD2018-1622) FOR ENGINEERING REQUIREMENTS RELATED TO CONSTRUCTION OF FRONTAGE IMPROVEMENTS APPROVED BY PLANNING r� 0 10 20 40 SCALE: 1 inch = 20 ft. LEGEND PROPERTY LINE - - - - - - - - - - - - SAWCUT LINE ° d d ° PROPOSED BUILDING CONCRETE SIDEWALK ASPHALT CONCRETE PAVEMENT LANDSCAPED AREA STREET LIGHT/LUMINAIRE CONSTRUCTION KEY NOTES R-52 Ot CURB AND GUTTER C4.10 O CONCRETE SIDEWALK R-53 C4.10 F 40.16- 3 O CURB RAMP C4.10 R-54 O DRIVEWAY APPROACH TYPE I C4.10 O DETECTABLE WARNING STRIP O MATCH EXISTING, REMOVE TO NEAREST EXISTING JOINT WHERE MATCHING EXISTING SIDEWALK O ASPHALT CONCRETE PAVEMENT PATCH, MATCH EXISTING u-4t PAVEMENT SECTION C4.10 O PAVEMENT SAWCUT LINE, SEE NOTE 4 O C.I.P. CONCRETE RETAINING WALL, SEE STRUCTURAL SHEET S2.01S AND DETAIL 5/S3.30 1 10 CONCRETE SLAB FOR TRASH ENCLOSURE C4.20 t1 NOT USED 12 PLANTERS (TYP.), SEE LANDSCAPE PLANS 13 NOT USED 14 NOT USED 15 GRAVEL WALKWAY FOR WATER RISER ROOM ACCESS t6 4-INCH PAINTED FOG LINE, SEE NOTE 1 NOTES 1. FOGLINE AND CENTERLINE TO BE RESTRIPED, AS REQUIRED, PRIOR TO PROJECT COMPLETION. 2. UTILITY PATCHES WITH LESS THAN 20-FEET OF SEPARATION SHALL BE COMBINED AND FULL WIDTH OR HALF WIDTH OVERLAY WILL BE REQUIRED DEPENDING ON THE EXTENT OF DISTURBANCE. WHERE UTILITY PATCHES FALL ENTIRELY WITHIN ONE TRAVEL LANE, THE OVERLAY SHALL EXTEND TO THE CENTERLINE OF ROADWAY. WHERE UTILITY PATCHES EXTEND INTO BOTH TRAVEL LANES THEN A FULL WIDTH OVERLAY IS REQUIRED. 3. SAWCUT EXTENTS TO BE DETERMINED BY THE ENGINEERING INSPECTOR. 4. ALL LANDSCAPED AREAS SHALL RECEIVE AMENDED SOILS PER 2014 SWMMWW BMP T.5.13. 5. STREET LIGHTING ALONG HIGHWAY 99 WILL NEED TO COMPLY WITH GATEWAY DISTRICT DESIGN REQUIREMENTS. THE CITY WILL INFORM THE CONTRACTOR/OWNER OF SPECIFIC REQUIREMENTS ONCE THEY BECOME AVAILABLE. APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: MarCh 20, 20.20 feanie MC -Donne f N"IX SITE I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com CLIENT/OWNER GRE EDMONDS, LLC PROJECT NAME HWY 99 EDMONDS NAVIX PROJECT NUMBER: 50-382-011 PROJECT ADDRESS 23326 HIGHWAY 99 EDMONDS, WA 98026 STAMP 2//8/20 REVISIONS REV ISSUED FOR: DATE CONSTRUCTION SET 02.18.20 t ROW REVISION 03.20.20 0 0 SECTION, TOWNSHIP, RANGE: SW Y4, NE Y4, SEC 31, T 27 N, RANGE 4 EAST, W.M. PROJECT TEAM REVIEWED BY: J. TAFLIN DESIGNED BY: A. TSAI K. GREKOV SHEET NAME SITE PLAN SHEET NUMBER CITY ENGINEERING DIVISION C4.00 lz r� N 0 N / 0 Cn c 0 E w c 0 1 I FOUND REBAR WITH NO CAP 1.0' EAST AND 1.2' NORTH OF CORNER. ROCKERY INTERSECTION CHAIN LINK N 87': FENCE 0.1'(W) AND 0.3'(N) OFF LINK FENCE CORNER FOUND REBAR AND CAP, LS137527 ON PROPERTY LINE, 2.0' EAST OF CORNER. ff ' 4 C4.20 t: END OF CHAIN LINK FENCE 0.2'(N) OF LINE BILLBOARD 61'........� jJ d M 30V ° d 6 M /8• M O'mn'ol 57 a6• / d d ° 9. 12• A ° U 30'15i ; W..•.W..�. W d Sp, 12 ° / 1 M0 d° d ° d r d A. 9. Iw`• 1 S F 28• \ • ° 6 14• 15• 26• 18• M�(�.'�j 16• F� 'v,,.J W . 7 { ° 12 A C 7• F C S/ 2 OO 8. 1 \ {^ J} d PROPOSEDA 14 MA _ 10' ..' o B I N G, TYP � I' A �- 12• 8• 0A 12 A � 15 3'. V ` ... F / 7• F 12� IW.W.W 14•A 18• 13, MA I•WWWWWW6. MA � � I/ 14• A m � A SD ❑ SD 20• °• A A 3 SS �10 / A \ 12 '.'. REPLACE I d 16 CUT WITH / GUTTER PI 367(4 ° 11-' EDMONDS @Al EXISTING FIRE EDMON36713° d HYDRANT TO BE W REPLACED �I 6pq�D p d M / d ° •. R POSED EW TY ° S LAND AV P NS d W v -SS ° d d V N z S SSMH RIM = 421.64' - � / ° PROPOSED STREET LIGHT, .W.'.'. 8" PVC N, S, E, & W SSMH RIM = 410.6 1' a TYP o r.'.'. W. CTR CHANNEL = 413.84' 8" PVC S� W ° SEE NOTF�5 4,8 30• CTR ANNEL = 4 51 ' ° o L Z 1. .•. 19• F �� X 140 3- to n ��/ -� Icn -'-'- 00576700002002 c -'- �MINI UM PROPERTY LINE, I• W W'. '` / \ _ d ,+ TYP TOTAL TA L SITE AREA 5 9, 6 72 SF �:.. 24• d o� ° ° Q' EXI ING CURB 3 - AN GUTT R TO BE .. 28 !�`� I C4.2 F ° a 2 R OVE AND ASPHALT . . - - 30• C PLAC D AS % F d ° W W �20 EQUI ED BY CITY 1- 20' a � W y INSPE TOR. D 42• M � . . F NEW ASPHALT W W PATCH i-• �� '.'.' 11.5' 10' WATER EASEMENT m REC. NO. 971121051� I m m • � U IU I•.W.•. ASPHALT EXISTING FIRE HYDRANT TO BE /J-W-W-W- REPLACED C • - . 10' DISTRIBUTION EASEMENT 10 I r • REC. NO. 9706040303 6 2 ��OiQE? M 2k M }13 15 E EXISTING UTILITY POLE AND DOWN GUY TO BE REMOVED \ d/ �WWW• 10 20 I 1� �` d F / S30581' ONA, ASPHALT 0 9 d 9 LI EAT 30 ?OM d 2 -5' ASPHALT RAMP - ° JRANSITION TO EXISTING GRADE OP ° 4"* SD- ° ° 234 STREET SW _ 6 I °' 42+00 8 STREET q, TYP -S, - - - ® 7 -OP OP i ° )F 234TH ° d 9 d ° d a ° a. ° ° " ° d 4, ° d d 15' 4 30� ---Cli 1 41+00 I I 5 --UP:S�\ C4. PROPOSED POLE LOCATION °d i ° d ° • W m d W d° W STREET �, TYP Al REVISION 1 - LAYOUT OF FRONTAGE IMPROVEMENTS ONLY / d ° d d / d REFER TO CIVIL CONSTRUCTION ° ° 4 ° PLANS APPROVED FEBRUARY 4, 2020 3 5 - RL ' SSMH RIM = 411.5 8" PVC N, S, & W CTR CHANNEL = 401 Zo 0 C JP-) m EXISTING POWER POLE TO BE RELOCATED. /717 CONTRACTOR TO ENSURE POLE HAS 1-FOOT CLEARANCE FROM ADA RAMP. SEE SHEET C7.00 FOR MORE INFO. 10+00.00 HIGHWAY 99 4' 40+00.00 234TH STREET SW .0'0' (PERMIT #BLD2018-1622) FOR ENGINEERING REQUIREMENTS RELATED TO CONSTRUCTION OF FRONTAGE IMPROVEMENTS APPROVED BY PLANNING r� 0 10 20 40 SCALE: 1 inch = 20 ft. LEGEND PROPERTY LINE - - - - - - - - - - - - SAWCUT LINE ° d d ° PROPOSED BUILDING CONCRETE SIDEWALK ASPHALT CONCRETE PAVEMENT LANDSCAPED AREA STREET LIGHT/LUMINAIRE CONSTRUCTION KEY NOTES R-52 Di CURB AND GUTTER C4.10 R-53 O CONCRETE SIDEWALK C4.10 F 40.16- 3 O CURB RAMP C4.10 R-54 O DRIVEWAY APPROACH TYPE I C4.10 O DETECTABLE WARNING STRIP O MATCH EXISTING, REMOVE TO NEAREST EXISTING JOINT WHERE MATCHING EXISTING SIDEWALK O ASPHALT CONCRETE PAVEMENT PATCH, MATCH EXISTING u-4t PAVEMENT SECTION C4.10 O PAVEMENT SAWCUT LINE, SEE NOTE 4 O C.I.P. CONCRETE RETAINING WALL, SEE STRUCTURAL SHEET S2.01S AND DETAIL 5/S3.30 1 10 CONCRETE SLAB FOR TRASH ENCLOSURE C4.20 t1 NOT USED 12 PLANTERS (TYP.), SEE LANDSCAPE PLANS 13 NOT USED 14 NOT USED 15 GRAVEL WALKWAY FOR WATER RISER ROOM ACCESS t6 4-INCH PAINTED FOG LINE, SEE NOTE 1 NOTES 1. FOGLINE AND CENTERLINE TO BE RESTRIPED, AS REQUIRED, PRIOR TO PROJECT COMPLETION. 2. UTILITY PATCHES WITH LESS THAN 20-FEET OF SEPARATION SHALL BE COMBINED AND FULL WIDTH OR HALF WIDTH OVERLAY WILL BE REQUIRED DEPENDING ON THE EXTENT OF DISTURBANCE. WHERE UTILITY PATCHES FALL ENTIRELY WITHIN ONE TRAVEL LANE, THE OVERLAY SHALL EXTEND TO THE CENTERLINE OF ROADWAY. WHERE UTILITY PATCHES EXTEND INTO BOTH TRAVEL LANES THEN A FULL WIDTH OVERLAY IS REQUIRED. 3. SAWCUT EXTENTS TO BE DETERMINED BY THE ENGINEERING INSPECTOR. 4. ALL LANDSCAPED AREAS SHALL RECEIVE AMENDED SOILS PER 2014 SWMMWW BMP T.5.13. 5. STREET LIGHTING ALONG HIGHWAY 99 WILL NEED TO COMPLY WITH GATEWAY DISTRICT DESIGN REQUIREMENTS. THE CITY WILL INFORM THE CONTRACTOR/OWNER OF SPECIFIC REQUIREMENTS ONCE THEY BECOME AVAILABLE. APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: MarCh 20, 20.20 feanie MC-Gonne f N I X SITE I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com CLIENT/OWNER GRE EDMONDS, LLC PROJECT NAME HWY 99 EDMONDS NAVIX PROJECT NUMBER: 50-382-011 PROJECT ADDRESS 23326 HIGHWAY 99 EDMONDS, WA 98026 STAMP REVISION 3.22.20 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 2//8/20 REVISIONS REV ISSUED FOR: DATE CONSTRUCTION SET 02.18.20 t ROW REVISION 03.20.20 0 0 SECTION, TOWNSHIP, RANGE: SW Y4, NE Y4, SEC 31, T 27 N, RANGE 4 EAST, W.M. PROJECT TEAM REVIEWED BY: J. TAFLIN DESIGNED BY: A. TSAI K. GREKOV SHEET NAME SITE PLAN SHEET NUMBER CITY ENGINEERING DIVISION C4.00 c c c t r r C L v 4 s R 1 V cr C C Li. c 0 QJ i n cNJ } a CD C) I r� 3. 0 Z) V n n y� i I- J i i 7 7 r i 5-1 /2" R-1/2" �R=i" 1" BATTER R=1" cw 0.05 FT 0 2' MIN SAWCUT SEE NOTE 10 4r-5/8" 18STANDARD MINUS CSTC " 6"-5/8" SEE NOTE 11 MINUS CSBC STANDARD TYPE "A" CURB/GUTTER (NOT TO SCALE) HMA 4" OR MATCH EXISTING, WHICHEVER IS GREATER SEE NOTE 12 NOTES: 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR, 2. FORMS SHALL BE TRUE TO LINE AND GRADE; AND SECURELY STAKED. 3. EXPANSION JOINTS SHALL BE PLACED ADJACENT TO ANY STRUCTURE. 4. EXPANSION JOINTS SHALL BE EVERY 10 FEET. 5. EXPANSION JOINTS SHALL HAVE 1/2" TO 5/8" WIDE PREMOLDED JOINT FILLER. 6. CONCRETE SHALL BE CLASS 3000. 7. FINISH SHALL BE LIGHT BROOM. S. CURB SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS. 9. REMOVAL/REPLACEMENT OF CONCRETE CURB SHALL BE FROM EXPANSION TO EXPANSION JOINT, UNLESS OTHERWISE DIRECTED BY CITY ENGINEER. 10. A 2-FT MINIMUM ASPHALT SAWCUT MAY BE REQUIRED AS DETERMINED BY CITY ENGINEER. 11. CURB/GUTTER SHALL BE 18" OR AS DIRECTED BY CITY ENGINEER. 12. ALL VERTICAL EDGES SHALL BE TACKED. 13. NATIVE AND GRAVEL SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% MAX DENSITY. CONCRETE CURB REVISION DATE CITY OF EDMONDS AND GUTTER OCTOBER 2018 PUBLIC WORKS DEPARTMENT STANDARD DETAIL �f 189� APPROVED BY: R. - LISH TR -- 5 2O EXPANSION 101DUMMY JOINT JOINT 16 a 4 4 a 7- 4 Q I 4 4 .q 4' .4 4. a' - _7 -- 4 10' 0. C. L 5' O.C. VIEW (NOT To SCALE) CURB/GUTTER SEE COE STD DTL TR-521 MIN �m L 2" MiNNA 5/8" MINUS CSTC ON NATIVE BEARING SOIL SEE NOTE 9 NOTES: SECTION MEW (NOT TO SCALE) 1. CITY INSPECTION REQUIRE] ON FORM WORK PRIOR To POUR. 2. CONCRETE SHALL BE CLASS 3000. 3. FINISH SHALL BE LIGHT BROOM, 4. SIDEWALK THICKNESS SHALL BE 4". 5. SIDEWALK THICKNESS AT DRIVEWAYS SHALL BE 6" THICK. 6. CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK, 7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY ENGINEER. 8. SEE COE STD DTL TR-550 FOR POSSIBLE ROOT BARRIER INSTALLATION. 9. SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. 10. ALL EDGES WITH EXPANSION JOINTS SHALL HAVE RADIUS CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CONCRETE SIDEWALK APPROVED BY: R. ENGLISH REVISION DATE OCTOBER 2018 STANDARD DETAIL TR-531 v-- - - NOTES � BUFFER MATCH SIDEWALK MATCH SIDEWALK- 1. This plan is to be used where pedestrian crossing in one direction is not WIDTH - 4' 0" MIN. STRIP permitted. WIDTH 4° - SEE CONTRACT PLANS SEE CONTRACTT MIN. PLANS PEDESTRIAN CURB -- 2. At marked crosswalks, the connection between the Landingand th SEE NOTE 10 CURB RAMPe 31$" (IN} EXPANSION roadway must be contained within the width of the crosswalk markings. JDINT - SEE STANDARD SEE NOTRE 10 CURB MATCH SIDEWALK WIDTH - 4' 0" MIN. u. 3. Where "GRADE BREAK" is called out, the entire length of the grade break PLAN F-30,10 i SEE CONTRACT PLANS between the two adjacent Surface planes shall be flush. SIDEWALK - LANDING LANDING � SEE NOTE 6 5" - 0" MIN' 3f8" (IN} EXPANSION JOINT SEE 4. Do not place Gratings, Junction Boxes, Access Covers, or other appurten- (TYP.) / 13„ R STANDARD PLAN F-30.10 , PEDESTRIAN CURB -- ances on any part of the Curb Ram or Landingor I -- - B p n the Depressed f f, r SEE NOTE 1D Curb and Gutter where the Landing connects to the roadway, ► Y - - 5. See Contract Plans for the curb design specified. See Standard Plan �--� -- F-10.12 for Curb, Curb and Gutter, Depressed Curb, Gutter and • �, I I Pedestrian Curb details. r ❑ 5. 0„ MIN. 3 R -. r o -- ----� - SIDEWALK6 6, See Standard Plan F-30.10 for Cement Concrete Sidewalk Details. See SEE NOTE 6 � ::. � �� I BUFFER STRIP - SEE L --�- Contract Plans for width and placement of sidewalk. CONTRACT PLANS _. � `!r �i - DETECTABLE WARNING SURFACE BUFFER I• y1. � •'• `y � -` I - f C SEE STANDARD PLAN F-45.10 DETECTABLE WARNING SURFACE 7 The Bid Item "Cement STRIP Concrete Curb Ramp Type does not include the SEE STANDARD PLAN F-45.10 adjacent Curb, Curb and Gutter, Depressed Curb and Gutter Ped 'll L CURB AND GUTTER -• Curb, or Sidewalks. estrian SEE NOTE 5 f CURB AND GUTTER - PEDESTRIAN CROSSING SEE NOTE 5 8. The Curb Ramp length is not required to exceed 15 feet (unless shown CLOSURE SIGN CURB RAMP PEDESTRIAN CROSSING length otherwise in the Contract Plans). When applying the 15-foot max. l FACE OF CLOSURE SIGN FACE OF CURB RAMP g CURB (measured from Back of sidewalk) the running slope of the curb ram Is w CURB PLAN VIEW allowed to exceed 8.3%. Use a single constant slope from bottom of TYPE SINGLE DIRECTION A PLAN VIEW ramp to top of ramp to match into the sidewalk over a horizontal z TYPE SINGLE DIRECTION B distance of 15 feet. r� u_ 9 Curb Sp ciRampons d Landings shall receive a broom finish. See Standard z 14. DETECTABLE WARNING SURFACE - 10. Pedestrian Curb may be omitted if the ground surface at the back of the �5 ° MAX SEE STANDARD PLAN F d5.14 Curb Ramp and/or Landing will be at the same elevation as the Curb 15- 0" MAX ( TYP.) 15' - 0" MAX TYP.) GRADE BREAK SEE NOTE 8 ice- (- Ramp or Landing and there will not be material to retain. SEE NOTE 8 GRADE BREAK - SEE NOTE $ GRADE BREAK GRADE BREAK ; GRADE _ GRADE BREAK _ COUNTER SLOPE BREAK LEGEND SIDEWALK _ S.0% MAX. S-IDEWRLK SEE NOTE 6 * * SEE NOTE 6 SIDEWALK - SLOPE IN EITHER DIRECTION TOP OF ROADWAY * * ` * SEE NOTE 6 1 - 1.5 OR FLATTER RECOMMENDED FOR ' DESIGN/FORMWORK (2% MAX.) l CURB RAMPLANDING DEPRESSED CURB AND GUTTER •- - [i I 1 � �C � 7.5% OR FLATTER RECOMMENDED FOR ~ SEE STANDARD PLAN F-10.12 CURB RAMP � � CURB RAMP DESIGNIFORMWORK (8-3% MAX.) LANDING SEE NOTE 7 1 SECTION SECTION � ;~, i1} CONTRACTION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 (ALONG INSIDE RADIUS AT BACK OF WALKWAY FOR CURB RAMP LENGTHS GREATER THAN $' - 0" PROVIDE CONTRACTION JOINT EQUALLY SPACED 4' - 0" MIN. OC. "CEMENT CONCRETE CURB RAMP AY LIMIT - ISOMETRIC VIEW TYPE SINGLE DIRECTION A PAY LIMIT D . ei?1'Y AAf14�4PpRt Cl1yr A D�p�y oFfl eyj�,� �4r SIT C/1? SEE DRIVEWAY CURB TRANSITIONAL DETAIL BELOW EMEN 1 c;vNUNL TYPE SINGLE DIRECTION 1'° (IN) RADIUS ter~ DETECTABLE WARNING CORNER - SURFACE -SEE STANDARD PLAN F-45.10 PEDESTRIAN CURB f DEPRESSED CURB AND 90° ANGLE GUTTER - SEE NOTE 5 RADIUS MAY VARY EXPANSION JOINT AND GUTTER,~ SEE / COE STD DTL TR-520 FULL DEPTH 6 TYP EXISTING PAVEMENT 1/2" EXPANSION MAX 15' JOINT 2' MIN SAWCUT 6" CURB 8.3� k4k SLOPE 7 7 2% MAX I RB TRAN51TIf�II� FOR CURB AND ,U TER OR VET AI CURDS OT S CURB AND GUTTER SHALL BE POURED SEPARATELY FROM THE SIDEWALK. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. I DRIVEWAY APRON INCLUDING WING RAMPS SHALL BE A MINIMUM OF 6" THICK AND SHALL BE PLACED ON 2" OF 5/8" CSTC COMPACTED To 95% MAXIMUM DENSITY. SUBGRADE SHALL BE COMPACTED To 95% MAXIMUM DENSITY. 2' ASPHALT SAWCUT MAY BE REQUIRED WITH CURB/GUTTER INSTALLATION. REFER TO COE STD DTL TR-820 CONCRETE SHALL BE CLASS 3000. CURB TRANSITION SHOULD MAINTAIN A SLOPE NO GREATER THAN 8.3%. IF THE SLOPE REQUIREMENT CANNOT BE ACHIEVED, MAXIMUM CURB THE TRANSITION LENGTH SHALL BE 15-FEET. MAINTAIN 1/2" LIP AT GUTTER. IF DRIVEWAY WIDTH EXCEEDS 15'. INSTALL A FULL DEPTH EXPANSION JOINT AT CENTER OF DRIVEWAY. �19 INSTALL MINIMUM 5-FT TRANSITION PANEL BETWEEN DRIVEWAYS AND WHEN CONNECTING TO EXISTING SIDEWALK. 1O FINISH SHALL BE LIGHT BROOM. L DETAIL G J ISOMETRIC VIEW TYPE SINGLE DIRECTION B PAY LIMIT FINAL JOINT SHALL BE A NEAT STRAIGHT HMA CLASS 1/2, LINE. ALL EXPOSED VERTICAL EDGES SHALL PG 64-22 BE TACKED NEATLY PER WSDOT STANDARD (S ES NOTES 4 & 5) SPECIFICATIONS 5-04.3(5)A APPROVED TACK OR APPROVED EQUAL AND SEALED PER SLOPE EXCAVATION -------- WSDOT AVOID UNDRM INGC EXISTING PAVEMENT. NOTES: 1. SEE C17Y OF EDMONDS MODIFICATIONS TO DNISION 9 OF THE CURRENT WSDOT STANDARD SPECIFICATIONS FOR BACKFILLING REQUIREMENTS. 2. SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING COMPANIES DOCUMENTING THAT THE BACKFILL MEETS A MINIMUM OF 95% DENSITY PER ASTM D 1557, 3. CSBC DEPTH SHALL BE A MINIMUM 6" OR MATCH EXISTING WHICHEVER IS GREATER. WHEN MATCHING EXISTING CSBC DEPTH GREATER THEN 6". THEN CSBC SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 6". 4. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 4 SHALL MATCH EXISTING. 5. ALLEY HMA DEPTH SHALL BE A MINIMUM OF 2" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 2" SHALL MATCH EXISTING. 6. UNLESS APPROVED BY THE ENGINEER, THE HMA SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 2". 7, FINAL PAVEMENT JOINTS SHALL BE NEATLY AND UNIFORMILY SEALED WITH WSDOT STANDARD SPECIFICATIONS 5-04.3(5)C APPROVED JOINT SEALANT OR APPROVED EQUAL DRIVEWAY APPROACH CITY OF EDMONDS REVISION DATE JANUARY DATE TYPE I PUBLIC WORKS CITY OF EDMONDS DEPARTMENT STANDARD PUBLIC WORKS DETAIL DEPARTMENT APPROVED BY: R. ENGLISH T R- 5 41 TYPICAL HMA AND UTILITY PATCH APPROVED BY: R. ENGLISH REVISION DATE JANUARY 2018 STANDARD DETAIL GU-41 O of WA . / 4111 2868D :;� �6115 T ER C� Teller, Scatl Jun 24 2016 2[YIG 7:21 AM SINGLE DIRECTION CURB RAMP STANDARD PLAN F-40.16-03 SHEET 1 OF 1 SHEET e4 APPROVE[) FOR PUBLICATION STATE'f]ESIGN ENGINECR Washington Slate aeportmenf or TranSporrolion APPRO'V/ED FOR CONSTRUCTION CITY OF EDMONDS DATE: B Y: CITY GINEERING DIVISION ■ REV DES NOV NAVIX SITE J CIVIL 11235 s.e. 6th Street + suite 150 bellevue, wa 98004 425. 453. 9501 1 f: 425- 453- 8208 WWw.navixeng,com CLIENT/OWNER GRE EDMONDS, LLC PROJECT NAME HWY 99 EDMONDS NAVIX PROJECT NUMBER. 50.382-011 PROJECT ADDRESS 23326 HIGHWAY 99 EDMONDS, WA 98026 STAMP 41871 °GI STER' ��4 I4NAL1 10 Tj11 REVISIONS I O I SECTION, TOWNSHIP, RANGE: SWY4,NE%4,SEC 31,T27N, RANGE 4 EAST, W.M. I PROJECT TEAM EWED BY: J. TAFLIIV GNED BY: H.RODRIGUEZ R. HILL $HEFT NAME 19 2019 SITE DETAILS SHEET NUMBER C4.10 r� I xi 0 7 a? a 7 I N4 n n n En r q 3 7 J J 7 5 2, u 3 3 z 3 J 3 L i I NO. 4 BARS ON 15—INCH CENTERS IN EACH DIRECTION 6" CEMENT CONCRETE PAVEMENT (4,000 PSI) WITH 3-7% AIR ENTRAINMENT, INSTALLED PER WSDOT STD SPEC 5-05 4" CRUSHED SURFACING BASE COURSE PER WSDOT STD. SPEC. 9-03.9(3) OR 3" ATB IINIMUM 12—INCHES COMPACTED ;UBGRADE IN ACCORDANCE WITH GEOTECHNICAL REPORT RECOMMENDATIONS CONCRETE PAVEMENT 1"=5' 1O IT HWY 99 ROW r nVWQr) BUILDING, TYP CONCRETE SIDEWALK PER C.O.E. STD. DETAIL TR-531 APPROXIMATE PROPOSED - TELECOM AND POWER DUCTBANK LOCATION SEE SHEET C7.00 EX. CONCRETE CURB AND GUTTER TO REMAIN EXCEPT AS NOTED IN PLAN BREVE CONDOS PROJECT SITE SITE EG DRAINAGE SW, 5% MIN EACH 0.5' CURB EX. ROADWAY SLOPE WEST SECTION 1 " = 5' HWY 99 f I EX GRADE ROCKERY COMMUNITY HEALTH CLINIC SIT BUILDING, TYP DRIVEWAY PER C.O.E. STD, DETAIL TR-541, SHEET C4.10 BUILDING, TYP PROJECT SITE f E NORTH SECTION 1" = 5' P2 PARKING LEVEL BUILDING WALL, TYP P1 PARKING LEVEL FOUNDATION PER STRUCTURAL 234TH ST SW i °I�S� Cq•v8 rND1GA'II�cS oM tL.o.Vi. G 'T NF-_ 1 /--SLOPE VARIES J ACROSS DRIVEWAY, 6' SIDEWALK *-J�NSuPP, IT MIN 04M I 3% MIN TO 8% MAX PF}>tiltp CNi�,IN EG I 2% MAX N EX ROADWAY SLOPE l �--- , APPROXIMATE EXISTING" APPROXIMATE EXISTING 8" STORM DRAIN LOCATION WATER MAIN LOCATION 234TH ST SW SECTION (efafod) 1" = 5 PROJECT SITE HWY 99 ROWILI � 10' EASEMENT 1=oR SNOPUD AND VARIES 0.V.W.S.D. 7.4' L.S. I EG I 8' SIDEWALK - I FG � EX ROADWAY SLOPE CONCRETE SIDEWALK--' ___ - CONCRETE CURB AND PER C.O.E. STD. DETAIL 0a [} l� GUTTER AND ASPHALT TR-531 00 ATCH PER C.O.E. STD, DETAIL TR— 520, SHEET C4.10 APPROXIMATE PROPOSED APPROXIMATE EXISTING TELECOM' AND POWER 10" WATER MAIN DUCTBANK LOCATION LOCATION SEE SHEET C7.00 4 HIGHWAY 99 SECTION C • ao 1" _ 5, — Mob Utility Accommodation PAVEMENT REMOVEIPAVEMENT R_EPIACE LIMITS WIDTH VARIES SAWCUT (TYP) O Chapter 1 ,J. SEE NOTE 2 r OPEN CUT CROSS SECTION NTS LEGEND A; Existing HMA (Hot Mix Asphalt) or PCCP (Portland Cement Concrete Pavement). C B HMA class Ya inch or PCCP: Depth and material shall match existing pavement. Removal and replacement limits of pavement to be determined at the time of utility permit/franchise review. C Approved backfill material or CDF (Control Density Backfill) or as specified by WSDOT. D; Bedding material depth beneath the pipelcasing shall be six (S) inches. Additional pipe bedding shall be placed equal to half the diameter of the pipelcasing or six (6) inches, whichever is less. E, Existing crushed surfacing base course. F' Crushed surfacing base course depth shall match depth of existing crushed surfacing base course- G: HMA butt joint requires tack„ seal, and sand. For PCCP, refer to General Note 5, EDGE OF PAVEMENT ......... GENERAL NOTES 1_ Trenching and pipe installation shall meet the requirements of WSDOT Standard Specification 7-0& EDGE OF LANE 2. Maximum trench width shall not exceed casing/pipe diameter plus an additional one (1) foot on either side. 3. Compaction shall be method'C" per Standard Specification Section 2-03-3(14)C. 4. Minimum depth shall be sixty (60) inches from the Finished — — — — -"� surface to top of casing. —'� 5. PCCP shall be replaced to the next panel joint in each direction SAW CUT .-; =+ SAW CUT as approved by WSDOT. All work shall be as specified in WSDOT Standard Specification Section 5-01.3(4). EDGE OF TRENCH r; ;r EDGE OF TRENCH EDGE OF LANE_ 6. When connecting to an existing facility under the pavement, pavement restoration may, at the department's discretion, include the full lane width and encroached shoulder. EDGE PAVEMENT 7. Casing pipes shall extend a minimum of six (6) feet beyond the .. ..... ... toe of fill slopes, bottom of ditchime, or outside of curb. PLAN VIEW 8. Tack asphalt per WSDOT Standard Specification 5-4.3(5)A. NTS Page 1-52 Open Cut Crossing Detail Figure 120-4a WSDOT Utilities Manual M 22-87.07 November 2014 NOV 1920 APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: BY: CITY ENGINEERING DIVISION NAVIX SITE I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 t: 425-453-8208 www,ncivixeng.com CLIENTJOWNER GRE EDMONDS, LLC PROJECT NAME HWY 99 EDMONDS NAVIX PROJECT NUMBER: 50-382-011 PROJECT ADDRESS 23326 HIGHWAY 99 EDMONDS, WA 98026 STAMP REVISIONS REV ISSUER FOR: DATE 1 BUILDING PERMIT INTAKE 12.18.18' 2 BUILDING PERMIT INTAKE 2 02.07.19 3 DEVELOPER EXTENSION 04.17.18 4 BUILDING PERMIT RESUBMITTAL 05.17.19 $ BUILDING PERMIT RESUBMITTAL 2 07.30.19 B BUILDING PERMIT RESUBMITTAL 2 7 RIGHT-OF-WAY PERMIT ,07.30.19, 08.28.19 8 BUILDING PERMIT RESUBMITTAL 4 11.07.191 0 0 SECTION, TOWNSHIP, RANGE: SW Y4, NE 14, SEC 31, T 27 N, RANGE 4 EAST, W.M. PROJECT TEAM REVIEWED BY: J. TAFLIN DESIGNED BY: H.RODRIGUEZ R. HILL SHEET NAME SITE DETAILS I SHEET NUMBER C4.20 BUILDING, TYP VARIES , CONCRETE SIDEWALK PER C.O.E. STD. DETAIL TR-531 NO. 4 BARS ON 15-INCH CENTERS IN EACH DIRECTION 6" CEMENT CONCRETE PAVEMENT (4,000 PSI) WITH 3-7% AIR ENTRAINMENT, INSTALLED PER WSDOT STD SPEC 5-05 4" CRUSHED SURFACING BASE COURSE PER WSDOT STD. SPEC. 9-03.9(3) OR 3" ATB 4INIMUM 12-INCHES COMPACTED SUBGRADE IN ACCORDANCE WITH GEOTECHNICAL REPORT RECOMMENDATIONS CONCRETE PAVEMENT 1 " = 5' 'L PROJECT SITE I HWY 99 ROW >> 1 1 I 1 10' 1 EASEMENT FOR SNOPUD AND O.V.W.S.D. 1 I 1 1 0.5' CURB 10' SIDEWALK I 8' LS 1.5%S � F 1 APPROXIMATE PROPOSED TELECOM AND POWER DUCTBANK LOCATION SEE SHEET C7.00 EX. ROADWAY SLOPE 1" MIN z 1 EX. CONCRETE CURB AND 0 O o°o ` GUTTER TO REMAIN EXCEPT 00 OO 1 AS NOTED IN PLAN I APPROXIMATE EXISTING 10" WATER MAIN LOCATION HIGHWAY 99 TYPICAL SECTION 44 BREVE CONDOS SITE PROJECT SITE EG DRAINAGE SWALE MIN EACH SIDE CD 0 U CV W 0 CV C3� CS) c- r� C�1 / i N N c') a� 0 U) / U) c 0 E w 0 c C_ M 0 1" = 5' i vvivvniiviv i u� 12" SD STRUCTURAL WEST SECTION HWY 99 I COMMUNITY HEA BUILDING, TYP EG rV nMAnr PROJECT SITE i vvivvniiviv i �R 1.5' STRUCTURAL NORTH SECTION SLOPE VARIES ACROSS DRIVEWAY, 3% MIN TO 8% MAX 1" = 5' 1 6' SIDEWALK 2% MAX Utility Accommodation I_ PAVEMENT REMOVE/PAVEMENT REPLACE uMITS SEE NOTE 3 CO Chapter 1 OPEN CUT CROSS SECTION NITS LEGEND OA Existing HMA (Hot Mix Asphalt) or PCCP (Portland Cement Concrete Pavement). © HMA class % inch or PCCP: Depth and material shall match existing pavement. Removal and replacement limits of pavement to be determined at the time of utility permit/franchise review. © Approved backfill material or CDF (Control Density Backfill) or as specified by WSDOT. OD Bedding material depth beneath the pipe/casing shall be six (6) inches. Additional pipe bedding shall be placed equal to half the diameter of the pipe/casing or six (6) inches, whichever is less. OE Existing crushed surfacing base course. OF Crushed surfacing base course depth shall match depth of existing crushed surfacing base course. OG HMA butt joint requires tack, seal, and sand. For PCCP, refer to General Note 5. EDGE OF PAVEMENT - -- GENERALNOTES 4 1. Trenching and pipe installation shall meet the requirements of WSDOT Standard Specification 7-08. I i EDGE OF LANE 2. Maximum trench width shall not exceed casing/pipe diameter plus an additional one (1) foot on either side. j 3. Compaction shall be method "C" per Standard Specification Section 2-03.3(14)C. 4. Minimum depth shall be sixty (60) inches from the finished surface to top of casing. ' 5. PCCP shall be replaced to the next panel joint in each direction SAW CUT ► '� SAW CUT as approved by WSDOT. All work shall be as specified in WSDOT Standard Specification Section 5-01.3(4). EDGE OF TRENCH EDGE OF TRENCH EDGE OF LANE i 6. When connecting to an existing facility under the pavement, pavement restoration may, at the department's discretion, include the full lane width and encroached shoulder. 7. Casing pipes shall extend a minimum of six (6) feet beyond the EDGE OF PAVEMENT ................... toe of fill slopes, bottom of ditchline, or outside of curb. 234TH P NN VIEW 8. Tack asphalt per WSDOT Standard Specification 5-4.3(5)A. ST SW Open Cut Crossing Detail Figure 120-4a EX ROADWAY SLOPE i DRIVEWAY PER C.O.E. STD. DETAIL J TR-541, SHEET C4.10 APPROXIMATE EXISTING 18" STORM /�, APPROXIMATE EXISTING 8" DRAIN LOCATION WATER MAIN LOCATION 234TH ST SW SECTION 1" = 5' Page 1-52 WSDOT Utilities Manual M 22-87.07 November 2014 REVISION 1 - LAYOUT OF FRONTAGE IMPROVEMENTS ONLY REFER TO CIVIL CONSTRUCTION PLANS APPROVED FEBRUARY 4, 2020 (PERMIT #BLD2018-1622) FOR ENGINEERING REQUIREMENTS RELATED TO CONSTRUCTION OF FRONTAGE IMPROVEMENTS APPROVED FOR CONSTRUCTION CITY OF EDMONDS MarCh 20, 2020 DATE: �yanie Mc�con.neff CITY ENGINEERING DIVISION N"IX 51 I t I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com CLIENT/OWNER GRE EDMONDS, LLC PROJECT NAME HWY 99 EDMONDS NAVIX PROJECT NUMBER: 50-382-011 PROJECT ADDRESS 23326 HIGHWAY 99 EDMONDS, WA 98026 STAMP REVISION 3.22.20 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISIONS ISSUED FOR: DATE CONSTRUCTION SET 02.18.2 ROW REVISION 03.20.2 0 0 SECTION, TOWNSHIP, RANGE: SW %4, NE %4, SEC 31, T 27 N, RANGE 4 EAST, W.M. PROJECT TEAM REVIEWED BY: J. TAFLIN DESIGNED BY: A. TSAI K. GREKOV SHEET NAME SITE DETAILS SHEET NUMBER C4.20 i NAVIX SITE I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com CLIENT/OWNER GRE EDMONDS, LLC PROJECT NAME HWY 99 EDMONDS NAVIX PROJECT NUMBER: 50-382-011 PROJECT ADDRESS 23326 HIGHWAY 99 EDMONDS, WA 98026 STAMP Jae Taflin SA�w:3940R+.Y1 1iA�yY�pgpp REVISIONS REV ISSUED FOR: DATE CONSTRUCTION SET 01.15.20 2 BUILDING PERMIT INTAKE 2 02.07.19 3 DEVELOPER EXTENSION 04.17.19 4 BUILDING PERMIT RESUBMITTAL 105.17.19 6 BUILDING PERMIT RESUBMITTAL 2 �07.30.19' 6 BUILDING PERMIT RESUBMITFAL 2 07.30.19; 7 RIGHT-OF-WAY PERMIT 08.28.19 8 BUILDING PERMIT RESUBMITTAL 4 11.07.19 9 OVWSD RESUBMITTAL 3 12.17.19 10 BUILDING PERMIT RESUBMIITTAL 01.20.201 c(� o," --- SECTION, TOWNSHIP, RANGE: SW Y4, NE'Y4, SEC 31, T 2.7 N, RANGE 4 EAST, W.M. PROJECT TEAM REVIEWED BY: J. TAFLIN DESIGNED BY: H.RODRIGUEZ R. HILL SHEET NAME GRADING AND DRAINAGE PLAN SHEET NUMBER C5.00 REUB JAN 21 2020 Bu {ry�FGC ML_"E7VT cV i a-� c.� vc7 0 2f a Lo c� .y 0 N cn N cn co c 0 E _0 w 0 U t1� 402.25 12" INLET 7� IE = 405.50 C B16 24" VENTED LOCKING LID 402. 25 - - 402.25 402.25 -/ 24" VENTED LOCKING LID 150' 60, 24" VENTED 24" VENTED_\7, LOCKING LID LOCKING LID '`. ln 401.46 f s ,f L CELL 2 N-401.75 i 401.46� f � ""� 6' OPENING m d a6' OPENING __,� 401.46' ") 401.75 f� 24" VENTED LOCKING LID PLAN VIEW SCALE: 1 " = 10' CELL 1DO 401.46 PARKING DECK, SEE STRUCTURAL PLANS, TYP 56' 10 LEVEL P1 +9.€34 m a add m m a d a m as 4' a 4 a 4a ad a as � a � am a ad a m d a a a d e a a a m a a d' a a d ba a ae a as m a a a d a e 4 n 4 a a 4 m ° m a an d m a4s 40 r ad a a a a < qa e < dp a a d m a a a 4as ° a a 44 TOP OF LIVE STORAGE = 407.75 LIVE STORAGE TOP OF SEDIMENT STORAGE = 402.50 m p SEDIMENT STORAGE 4 d e u a a a 0a 5% da 0. 5' MIN. 5.75' d - 0.75' as 101� a a d 4 0.5% a 4 _ -------_� a a d m a < a _ a n $4 a • a d 'a d ' r a 4 a < a 4 d a ada e a a e d ° •° a ' a 4 a d a a a a d a a n de 4m SECTION B-B SCALE: HORIZONTAL: 1" = 10' VERTICAL: 1 " = 1' NOTES: 1. GRATED ACCESS PANEL BY UTILITY VAULT OR SIMILAR AND LOADING AS REQUIRED BY THE PROJECT STRUCTURAL ENGINEER. 2. GATED ACCESS PANEL SHALL BE 5'W X 101 (MIN.). 3. GRATED ACCESS PANEL SHALL HAVE A SKID RESISTANT TEXTURE. 4. PROVIDE STEPS AND/OR LADDER AT EACH INLET AND AT THE 5' X 10' GRATE. LADDER RUNGS SHALL BE INSTALLED FROM FLOOR TO ACCESS COVER, ADJACENT TO ALL INLET/OUTLET PIPES, ORIENT STEPS OR LADDER WITH INLETS SO STEPS WILL BE CLEAR. SEE CITY OF EDMONDS STANDARD DETAIL GU-423. 5. SUMP SHALL BE CAST IN PLACE OR MANHOLE AND BE SEALED TO THE VAULT FLAIR WITH BENTONITE WATER STOP. 6. CONTROL STRUCTURE SHALL BE PER CITY OF EDMONDS STANDARD DETAIL SD-301. 7. VAULT SHALL BE CONSTRUCTED IN ACCORDANCE WITH CHAPTER 3.2.2 AND 3.2.3 OF VOLUME III OF THE 2014 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON, 8. SIGN INDICATING CONFINED SPACE ACCESS LOCATION SHALL BE PLACED UNDER EACH ACCESS MANHOLE PER OSHA REQUIREMENTS. 9. SEE STRUCTURAL PLANS FOR VAULT DESIGN. ALL CONSTRUCTION JOINTS TO BE FILLED WITH WATER STOPS. 10. FINISH FLOOR ELEVATIONS SHOWN FOR REFERENCE ONLY. REFER TO ARCHITECTURAL AND STRUCTURAL PLANS I). jojjLVIj1(,% (M Moll 4;ffu.«L jft a CrtWS jZt4WVrrb %L vfAMLT CoMtIV4060, DETENTION VAULT SCALE: SHOWN 402.25 12" INLET IE - 405.50 J 402.25 402.25 ` __ � 12" OUTLET * of10 Ncqf, ID &i4 40*1 IE = 402.50 m-Do Rt;. Umpm owl VA %A - CONTROL STRUCTURE V 5' X 10' GRATED ACCESS LID CLWIN W�k'T A-T�.- bl N1NT 402.25 SECTION C-C SCALE: HORIZONTAL: 1" = 10' VERTICAL: 1" = 1' TOP OF LID ri TOP OUTSIDE=409.84 TOP INSIDE 408.84 ° r m 6" MIN. TOP OF RISER = 407.75 NOTCH WI IE 406.00 18" ALUMINUM RISER VAULT coo-vul TES S-" % DETAT sV-30( IE OUT 402.50 a HANDHOLD STEPS. ENSURE THAT STEPS ARE A MINIMUM OF 24" FROM RISER AND ELBOWS. 1' 2-ALUMINUM STEEL STRAPS a (TOP AND BOTTOM) c 2-ALUMINUM STRAPS (TOP AND BOTTOM) . 18"MIN. ]12"o OU 1 COUPLING ADAPTER PROVIDE STEPS ON FLEXIBLE NORTH OR SOUTH NON -SHRINK GROUT WALL OF SUMP. 21 CENTER STEPS 1399 50 WELDED STEEL PLATE OFF WEST WALL OF WITH 1 /2" DIA. ORIFICE SUMP AND ENSURE THAT STEPS ARE A 41) MINIMUM OF 24" SUMP AT CONTROL STRUCTURE, FROM RISER 54" DIAMETER CATCH BASIN BASE CONTROL STRUCTURE N.T.S. FLOW CONTROL � a.5" STRUCTURE - PVC PIPE* NON -SHRINK GROUT 1 `-0" MAX ` CONTROL DEVICE ASSEMBLY TO BE COUPLING PVC PIPE REMOVABLE FROM (OPTIONAL) STUB* I INSIDE THE FCS SET SCREW TO PREVENT ROTATION JL - J INVERT* GASKET (TYP) I PVC PIPE 22 I * PVC ADAPTER* Wf CROSS* © 6 DOUBLE GASKET I 1 AND ADHESIVE BONDED SAND FINISH ON EXTERIOR. MIN 7* LONG DRILLED ORIFICE CAULK SPACE BETWEEN IN PVC INSIDE CAP PLUG PVC ADAPTER AND PIPE STUB CONNECTION CONTROL DEVICE D ILA ORIFICE DIAMETER" CONNECTION AND (y r LADDER OR HAND HOLDS - CONTROL DEVICE I POLYPROPYLENE (SEE DETAIL A) OUTLET PIPE ALLOWABLE OUTLET LOCATION - (180' to 315') FINISHED GRADE V-NOTCH WEIR AS NEEDED* OVERFLOW ELEV* SUPPORT (2 REO'D) CONTROL DEVICE SEE DETAIL A L EL* /-PVC PIPE* N"IX SITE I CIVIL 11235 s.e. 6th street I suite 150 bellevu e, wa 98004 t: 425.453.9501 f: 425-453-8208 www.nov[xeng.com TEE* I TOOL* ELBOW* DRILLED ORIFICE DIA* PVC INSIDE CAP PLUG* I I CINCH ANCHOR �j WIRE ROPE CLIP (SS) CATCH BASIN TYPE II PER COE STD DTL DEFORMED SO-300 - 3/8" STEEL .Y ROD (SS OR a + ALUMINUM) NAL ORIFICELENGTH TO FIT DED* AIN PVC PIPE & IAX CROSS FLOW CONTROL STRUCTURE DETENTION PIPE PIPE SUPPORT (LENGTH, DIAMETER, DETAIL 6 MATERIAL TYPE)* FLOW CONTROL STRUCTURE SHOWN Wl TYPE 2 CATCH BASIN (DETAILS A & 8 SHALL APPLY TO ALL DESIGNS NOTES: WHERE A SHEAR GATE WOULD OTHERWISE APPLY) * SPECIFIC DESIGN INFORMATION AS INDICATE© ON APPROVED CONSTRUCTION DRAWINGS. INVERT OF DETENTION PIPE IN STRUCTURE SHALL BE EQUAL TO OR HIGHER THAN THE INVERT OF THE OUTLET PIPE. PRIVATELY -OWNED CONTROL STRUCTURES SHALL NOT BE PLACED IN CITY RIGHT-OF-WAY. REVISION DATE FLOW CONTROL JANUARY 2018 CITY OF EDMONDS STRUCTURE PUBLIC WORKS (FCS) STANDARD DEPARTMENT DETAIL St. 1 g9 APPROVED BY: R. ENGLISH S D- 30 1 BUILDING DEPARTMENT CITY OF EDMONDS APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: � B Y: CITY ENGINEERING DIVISION CLIENT/OWNER GRE 'EDMONDS, LLC PROJECT NAME HWY 99 EDMONDS NAVIX PROJECT NUMBER: 50-382-011 PROJECT ADDRESS 326 HIGHWAY 99 IIONDS, WA 98026 STAMP REVISIONS ISSUED FOR: - DATE DING PERMIT INTAKE j12.18.18 ANG PERMIT INTAKE 2 '02.07.19i 'ELOPER EXTENSION 104.17.19 ING PERMIT RESUBMITTAL �- -- - 105.17.1911 NG PERMIT RESUBMITTAL 2 107.30.197 NG PERMIT RESUBMITTAL 2 107.30.19 NG PERMIT RESUBMITTAL 4 11.07.19 0 0 ]N, TOWNSHIP, RANGE: 1/4,NEY4,SEC 31,T27IN, RANGE 4 EAST, W.M. PROJECT TEAM REVIEWED BY: J. TAFLIN DESIGNED BY: H.RODRIGUEZ R. BILL SHEET NAME STORM VAULT SECTIONS AND DETAILS SHEET NUMBER C5.1a • cn s� u7 C 0 LLI C 0 0 0 I Q) i J .2� / 0w 6* MIN z N / d 6" MIN 8" MIN 4 8" MIN E NOTE SEE COE STD DTL GU-410 BEDDING MATERIAL (5/8" MINUS) CRUSHED PER COE MOD 9-03.16.A.2 OR SUITABLE EXCAVATED MATERIAL AS APPROVED BY CITY ENGINEER (SEE NOTE 2 BELOW) FOUNDATION (IF REQUIRED) SEE NOTE 4 NOTES: 1. MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE • 36" FOR PIPE UP TO AND INCLUDING 12" DIAMETER • O.D. PLUS 18" FOR PIPE LARGER THAN 12" NOMINAL DIAMETER 2. REFER TO CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF WSDOT STANDARD SPECIFICATIONS FOR MATERIAL GRADATION AND ADDITIONAL INFORMATION. 3. TRENCH BACKFILL SHALL MEET A MINIMUM COMPACTION OF 95% DENSITY PER ASTM D 1557. 4. IF UNSTABLE MATERIAL IS ENCOUNTERED BELOW PIPE ZONE, CONTRACTOR SHALL REMOVE AND REPLACE AS REQUIRED BY CITY ENGINEER. Est. 189" REVISION DATE CITY OF EDMONDS JANUARY 21�1a TYPICAL TRENCH SECTION PUBLIC WORKS STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH G U -- 40 O s SEE APPLICABLE STANDARD DETAILS FRAME AND GRATE PIPE ALLOWANCES PIPE MATERIAL MAXIMUM INSIDE DIAMETER REINFORCED OR 12" PLAIN CONCRETE ALL METAL PIPE 15" CPSSP* 12' (WSDOT STD SPEC 9-05.20) SOLID WALL PVC 15" (WSDOT STD SPEC 9-05.12.(1)) PROFILE WALL PVC 15A (WSDOT STD SPEC 9-05.12(2)) e 5° I2ph CORRUGATED POLYETHYLENE r S' STORM SEWER PIPE �2", 4", 6", OR 12" NOTES: RISER SECTION 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-05.50(3)• 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC HAVING A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY �1 TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT �. BE PLACED IN KNOCKOUTS. g4 3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF ALL ,JOINTS, RINGS, RISERS AND FRAMES. !j 4. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX DIAMETER OF 20". KNOCKOUTS MAY BE EITHER ROUND OR "DN SHAPE. x 5. THE MAX DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT IS 5'-0". e 6. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2"/FT- d 7. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. (MEASUREMENT AT THE TOP OF THE BASE) 8,VERTICAL EDGE OF RISER SHALL NOT BE MORE THAN 2" FROM VERTICAL EDGE OF CATCH BASIN WALL. CITY OF EDMONDS PUBLIC WORKS (DEPARTMENT CATCH BASIN TYPE I APPROVED BY: R. ENGLISH REVISION DATE JANUARY 2018 STANDARD DETAIL SD-303 STORMFILTER DESIGN NOTES 8" MIN- 18" MAX TOP SLAB 20"x24" OR °-0 a 24" DIA 4 u 12" (TYP) x 48", 54", 60", 72" OR 96, F , r 4 a II POLYPROPYLENE ,4 SAFETY STEP 12" O.C. (TYP) T + (SEE NOTE F) is A `� � a 2'- 0,. MIN " 1"-4"" MAX a4 4 RING AND COVER PER COE STD DTL GU- 420 FOR CURB AND SPLASH LINE ONLY: FRAME AND GRATE PER COE STD DTL SD-320 SELVES HANDHOLDS (2) SEE COE STD DTL GU-423 6"" MAX STEPS OR LADDER ORIENT SO THAT THEY ARE NOT ABOVE PIPE -SAND COLLAR, OR KOR-N-SEAL AROUND PIPE PRECAST BASE AND INTEGRAL RISER NOTES: 1, CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 9-05.50(3). 2. HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3" MIN CLEARANCE- STEPS IN CATCH BASIN SHALL HAVE 6" MIN CLEARANCE, 3. APPLY NON -SHRINK GROUT TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, PICK HOLES, RISERS AND FRAMES. ALL PRECAST CONCRETE SHALL BE CLASS 4000• 4, KNOCKOUT OR CUTOUT HOLE SIZE SHALL EQUAL PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. MAX HOLE SIZE SHALL BE 36" FOR 48" CATCH BASIN, 42'" FOR 54" CB, 48" FOR 50" CB, 60" FOR 72'" CB, 84" FOR 96" CB. MIN DISTANCE BETWEEN HOLES SHALL BE 8'" FOR 48", 54"' AND 60"° CB; 12"" FOR 72" AND 96" CB CATCH BASIN FRAMES AND GRATES OR COVERS SHALL BE IN ACCORDANCE WITH SEC 7.05 OF THE WSDQT STANDARD SPECIFICATIONS, 6. STEP AND LADDER MAY BE USED IN LIEU OF POLYPROPYLENE SAFETY STEPS, SEE COE STD DTL GU-423. STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE OUTLET STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (3). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 3 CARTRIDGES. SUMP 04 [1219 mm] MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.0 CFS [28.3 LJs] . IF THE SITE CONDITIONS EXCEED 1-0 CFS [28.3 LIS] AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. FL (} t CARTRIDGE SELECTION 4 INLET r f i; CARTRIDGE HEIGHT RECOMMENDED HYDRAULIC DROP (H) 27" 1686 mm] 3.05' [930 mm] 18" 1458 mm] 2.3' LOW DROP _'_ - [T00 mm] 1.8' [550 mm] OUTLET SPECIFIC FLOW RATE (gpmisf) [Uslm2] 2 [1,30] 1.67' [1,08] 1 [0.65] 2 [7.30] 1.67' [1.08] 1 [0.65] 2 [7.30] 1.61' [1.08] 1 [0.65 CARTRIDGE FLOW RATE (gpm) [LIs] 22.5 [1.42] 118.79 [1.19] 11.25 [0.71] 15 [0.95] 112.53 [0.79) 7.5 (0,44) 10 N-631 B-35 [0,54] 5 [0.32 L 0 A 1,67 gpmisf [1.08 Uslm�] SPECIFIC FLOW RATE IS APPROVED WITH PHOSPHOSORB® (PSORB) MEDIA ONLY TOP SLAB ACCESS SEE FRAME AND 04'-C" [01219 mm] LD, GRATE DETAIL MANHOLE STRUCTURE (04'-10" (01473 mm)) O.D PLAN VIEW STANDARD OUTLET RISER FLOWKIT: 40A CONTRACTOR TO GROUT TO FINISHED GRADE GRADE RINGIRISERS ZE I .I FLOATABLES I� BAFFLE F U - x a C7 I = E INLET l z ? PIPE p Z - UFL _jUjr Q Z � cr _o ®Fo - {Jt771 STORMFILTER CARTRIDGE FLOW KIT OUTLET SUMP HDPE OUTLET RISER SECTION A-►FII The Stormwater Management Storm Fi Iter' 7� 5 Pi2OD, T MAY $E PROTECTED BY ONE OR moRE OF THE FOLLomw V.S PATENTS 5.322.629, 5,5P .5Tb, 5,707,5g7; 5.985.+57: 5.{127;5]N, f5.Mq.p4g; RELATED FOREIGN PATENTS, OR DINER PATENTS PENDING. 30" 762 SO. FRAME AND SOLID LID (ALSO AVAILABLE IN ROUND) N.T.S. `s1. 1�39- SITE SPECIFIC DATA REQUIREMENTS STRUCTURE ID co #8 WATER QUALITY FLOW RATE (cfs) [Us] O.D152 PEAK. FLOW RATE (cfs) [Us] 0.174 RETURN PERIOD OF PEAK FLOW (yrS) 100 CARTRIDGE HEIGHT (SEE TABLE ABOVE) LOW -DROP NUMBER OF CARTRIDGES REQUIRED 1 CARTRIDGE FLOW RATE 8.35 MEDIA TYPE (PERLITE, ZPG, PSORB) PSORB PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPE #1 410.61 SDR 35 12' INLET PIPE #2 OUTLET PIPE 408.81 SDR 35 12" RIM ELEVATION 420.0 ANTI -FLOTATION BALLAST WIDTH HEIGHT NOTESISPECIAL REQUIREMENTS: " PER ENGINEER OF RECORD GENERAL NOTES 1, CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED WITH () ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www-ContechES.com 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 5. STRUCTURE SHALL MEET AASHTO HS-20 LOAD RATING, ASSUMING EARTH COVER OF 0'- 5' [1524 mm) AND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION, ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO, 6. FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7-INCHES [178 mm]. FILTER MEDIA CONTACT TIME SHALL BEAT LEAST 38 SECONDS. 7. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) [Lis] DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft)[mli. 8. STORMFILTER STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C-478 AND AASHTO LOAD FACTOR DESIGN METHOD, INSTALLATION NOTES A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE. C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S). E. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HDPE OUTLET STUB AND SAND COLLAR, IF OUTLET PIPE IS LARGER THAN 8 INCHES 1200 mm). CONTRACTOR TO REMOVE THE 8 INCH [200 mml OUTLET STUB AT MOLDED -IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. F. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF, WATER QUALITY TREATMENT FACILITY DETAIL N.T.S. REVISION DATE CITY OF EQN10N©S a�Tci-i BASIN, TYPE II OCTOBER 2018 48", 5411 60 PUBLIC WORKS i2", & 96" STANDARD DEPARTMENT DETAIL APPROVED BY: R. ENGLISH S D! 3 0 0 NOV 19 2019 BUILDING DEPARTMENT CITY OF EDMONDS APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: [ BY: CITY ENGINEERING DIVISION N"IX SITE I CIVIL 11235 s.e. 6th street N suite 150 Bellevue, wa 98004 t: 425.453.9501 1 f: 425--453-8208 www.navixeng.com CLIENT/OWNER GRE EDMONDS, LLC PROJECT NAME HWY 99 EDMONDS NAVIX PROJECT NUMBER: 50-382-011 PROJECT ADDRESS 23326 HIGHWAY 99 EDMONDS, WA 9802E STAMP REVISIONS REV ISSUED FOR: DATE 1 BUILDING PERMIT INTAKE 12.18.18 2 BUILDING PERMIT INTAKE 2 02.07.19 3 DEVELOPER EXTENSION 04.17.19 4 BUILDING PERMIT RESUBMITTAL 05.17.19 5 BUILDING PERMIT RESUBMITTAL 2 07.30.19 6 BUILDING PERMIT RESUBMITTAL 2 07.30.19 7 RIGHT-OF-WAY PERMIT 08.28.19 8 BUILDING PERMIT RESUBMITTAL 4 11.07.19 0 O SECTION, TOWNSHIP, RANGE: SW 4, NE Y4, SEC 31, T 27 N, RANGE 4 EAST, W.M. PROJECT TEAM REVIEWED BY: J. TAFLIN DESIGNED BY: H.RODRIGUE2 R. HILL SHEET NAME GRADING AND DRAINAGE DETAILS SHEET NUMBER C5s20 0 --a w 0 Ei FG RETAINING WALL DRAINAGE SEE PLAN I I AAI r"r",A rI t--r EXISTING — GRADE I ROCK BACKFILL AROUND LID TRASH ENCLOSURE SECTION AREA DRAIN SEE PLAN FG RETAINING WALL U DRAINAGE SEE DETAIL 4%C3.10 12" Di SDMH #3 1 "- 5' STRU .vrZ ilvr`1J CTURAL PLANS, TYP HANDRAIL, SEE LANDSCAPE PLANS CONCRETE RETAINING WALL SEE STRUCTURAL PLANS SDCB #3 SEE PLAN OUTLET PIPE PROFILE 1" — 5' CONCRETE SLAB ON GRADE HMA PATCH 12" D '%#AP SARI4G. WPhL 24 ISMS n1 �t4k1,s � S1�Ct�d�1. �Tr1�1� 234 STREET SW I BUILDING WALL, TYP I I BEEHIVE FINISHED GRATE GRADE 5' AREA DRAIN DETAIL " = 5 �- t S o -ra 27 CA•so ROUTE TO DETENTION VAULT LXITING 8" D.I. WATER CONTRACTOR TO VERIFY IN FIELD EXISTING 12" STORM EXISTING 10" D.P. WATER CONTRACTOR TO VERIFY IN FIELD CONTRACTOR TO POTHOLE, VERIFY DEPTH IN FIELD, AND NOTIFY GARAGE EXTERIOR WALL DRIVEWAY ENGINEER OF ANY DISCREPANCIES. SEE ARCHITECTURAL CONTRACTOR TO USE ETHAFOAM PLANS FOR GARAGE DETAIL I WATER QUALITY TREATMENT FACILITY -' -III 111=1u1 = SEE DETAIL 1, SHEET 5.20 BLOCKING IF SEPARATION IS LESS � I L_ L -�-��°� '`�,� , -� i t I I=II I —III —I 11—Ili=1 I I THAN 1' CB #1 SEE PLAN +C S • 00 0 CONNECT SEE PLUMBING FC STRUCTURAL PLANS, TYP WATER +QUALITY TREATMENT SECTION 1 "=5' 12� lam. _-31 NOV 19 2019 CITY OF E v'4C::a�� APPROVED FOR CONSTRUCTION CITY OF EDMONDS DATE: 2dZC NAVIX SITE i CIVIL 11235 s.e. 6th street I suite 150 bellevue, wo 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com CLIENT/OWNER GRE EDMONDS, LLC PROJECT NAME HWY 99 EDMONDS NAVIX PROJECT NUMBER: 50-382-011 PROJECT ADDRESS 23326 HIGHWAY 99 EDMONDS, WA 98026 STAMP REVISIONS REV ISSUED FOR: DATE 1 BUILDING PERMIT INTAKE :12.18.18 2 BUILDING PERMIT INTAKE 2 02.07.19 3 DEVELOPER EXTENSION 04.17.19 4 BUILDING PERMIT RESUBMITTAL 05.17.19 5 BUILDING PERMIT RESUBMITTAL 2 07.30.19 8 BUILDING PERMIT RESUBMITTAL 2 07.30.19 7 I RIGHT—OF-WAY PERMIT 08.27.19 8 BUILDING PERMIT RESUBMITTAL 4 11.07.19 0 0 SECTION, TOWNSHIP, RANGE: SWf4,NEY4,SEC 31,T27N, RANGE 4 EAST, W.M. PROJECT TEAM REVIEWED BY: J- TAFLIN DESIGNED BY: H.RODRIGUEZ R. HILL SHEET NAME GRADING AND DRAINAGE DETAILS i� TRASH ENCLOSURE SECTION 1' =5' BY: CITY ENGINEERING DIVISION SHEET NUMBER C5.30 VERIFY LOCATIONS AND INVERTS I IN FIELD PRIOR TO ORDERING END OF cI N MATERIALS, SEE NOTE 1 L_ 0IN (N) of UNE / 11 _ ] __ _-___ _-_ 42t3 418`. _ -- - -- . IN7ERSEC7TCWN CH4fN LINK GtIAiN Llbt� SCE x v _7 7 ' _ s`rIl FENCE 0.1'(W) AND D.3TH) CF � CORNER` " ~ ,� ; , +� �jr - , SSMH #r PRIVATE) . ,/ - '' 4 RfM=427,7�'j � � I [ EX 8" IE - 416.0 (N} I NEW IE = 4i1.90 (S) EE NOTE 1 if • . �'] ,e PROPERTY LINE, TYP BUILDIN TYP J V ji}°• f°• 1j C$ IM - 404_. t s CB 14M -- 404. • ' t 12' hCP (W) 2.11 1 N,S) 4 .51' w 158 AS" SD-3 0.50% (PRIVA E f 1 l2 d2` SEE SEWER PROFILE 1, SFIEET C6.21'- f E NOFIRE YDRA I CB RIA4-428.74' IE s' RCP(S)=fI§'fIN S ORM AND f / _J , SANITARY ASE�ENT - E ��R �` D �+ EXISTI FIRE Ie 77091 �0 01 O BE ��' = /� ' , ` • HYDR T TO E I "' 70 T434 E GUISHE -AND NEW �2 ex fin) Ac I / REM ED EA�ENT P DV�fDED TO % P . 4• IC M ; BRE CONDOS A I 4rP (ICY) 406.S S !6flio .. . . w s1 SSMH #2 (PRIVATE) SSSS • RIM=427.93 s Rl - 4 1.64' I EX 8" IE = t 419.0 (W) \ 8T �l� = & SSMH lm = 6 ��s NEW 8" IE = 415.11 (N)'.. CfR NNE 4 1 " a I NEW 8 lE = 415.01 (S) CONSTRUCT DROP CONNECTION SEE DETAIL 1, SHEET C6.20� \ \ \ ` r " III = 400.4 (WA ,t VERIFY LOCATIONS AND INVERTS r f IN FIELD PRIOR TO ORDERING` I ' MATERIALS, SEE NOTE 1 �r BUI DIN SI I CONNtCT1 ;: 6 SDR-- I I EE PLU 1 G PLAN R ; . ' . .31 % \ CO TINTA N , ' . S SEWER PROFI 2, / 8" IE 40 ( E} - " ET C6 1 r E I .. L S R-- 5 0% d �. I I ry C) C-4 C c v E 3 ca rn rnfi C ism ION I� M PIPE SLEEVE p EXTA�CH MIN. 5' PAST WALL FACE ISEV DETAIL 2, SHEET C6.2Q== rl I 10 RIM = 4 7 52' F � � `.. „ 12 �f7CP NYY) = 4 .72' !2� 7RC{E) � .62Yi t[Yi `` x 2' RCP} - ' 404. ' I 1 *1 18' DI (N 403. EXI ING 8 51D,E S EA D, W��EMENT:TO BE AB NDCjNE AND 4C. 97 121Q 15 PUGGED AT E AIN 1. � 1 1 O9,% LF 8 DR�35/0 �.90 --rr ( I t r (P 714) NEW FIE F, YDF�AN f • � � SE �NTE .z3 � ID GF�A �EXITIF E e r 1 PAfTH j 0 WA R AN T BE R MI�IMOVEPB�ISE L CATED SI E IL Ihi'j� I RE Nt7. 711 4Q 10 Z� " CO N CT lTO BU DI G ERVtCE � � 5 O E �•� • SEE 1NO W I/%E�SEM NT U„EW B" 413,34 J_ W IFY IN.•-rIEL OF o QP 8 EX 8" S IE ±417 0 �� 4,33. NEW 8" VIS E IE = 41139 EVERIF1 IN FLD 2qA r S 4_0 �` 010 ! CONTRACTOR TO P THOLEco AND VERIFY LOCATION OF EX. CR RIM 434.48= WATER LINE SSMH #1 12' DI (E) = 431.58' RIM=422.05 tz' DI (w) = 431.48' EX 8" IE = 413.03 (E, W) NEW 8" IE = 413.13 (N) VERIFY IN FIELD CONSTRUCT SADDLE MANHOLE SEE DETAIL S-6, SHEET C6.20 ■ SL rwvrrr�rw�.rs�MIMMIIII�rN��1►..�41�. �i�ti� :•••�'' # �• Ur I ��'�►1��A11!��!!1�'I�e.�i��il�l��i��-'r- ' !' rI # ` ! WE �+ SSMH #4 RIM = 407.48 EX. 8" IE = ±397.07 (NE, SW) NEW 8" IE = 397.20 (NW) VERIFY IN FIELD CONSTRUCT SADDLE MANHOLE SEE DETAIL S-6, SHEET C6.20 SVMH /IM=40,3.5.- IE 24 IP(N)=39 . IE 2 * IP(S)=3 0 10 20 40 IE 2' CPP{} 39 SCALE: 1 Inch = 20 ft. LEGEND �-� PROPERTY LINE � PROPOSED BUILDING WATER SANITARY SEWER W-4 BEND WITH THRUST BLOCKING C5.1 Q W--12 � WATER METER C6.1 Q -1QA DOUBLE CHECK DETECTOR ASSEMBLY C6.10 W-11 ++ DOUBLE CHECK VALVE ASSEMBLY C6.1© S-4A 5-5 SANITARY SEWER MANHOLE cs.zQ cs,zo s-s • SANITARY SEWER CLEANOUT cs.aQ Nlll� FIRE HYDRANT WATER SCHEDULE KEY NOTE 000NNECT TO EX. 8" WATER MAIN PER O.V.W.S.D. REQUIREMENTS 1-8"X6" TEE (MJxFL) 1-6" GATE VALVE (FL X MJ) 1-DCDA PER O.V,W.S.D. STANDARD DETAIL W-10A AND W---10B �J 1-6" 90- BEND (MJ) WITH THRUST BLOCKING 1-6" 45' BEND (MJ) WITH THRUST BLOCKING 1-6" 22.5' BEND (MJ) WITH THRUST BLOCKING 38 LF 6" DI 1-8"X4" TEE (MJxFL) 1-4" GATE VALVE (FLXMJ) 1-3" WATER METER PER O.V.W.S.D. STANDARD DETAIL W-12 1-4" 90- BEND (MJ) WITH THRUST BLOCKING 1-4" 45- BEND (MJ) WITH THRUST BLOCKING 1-4" 22.5' BEND (MJ) WITH THRUST BLOCKING 30LF4"DI 1-1" IRRIGATION WATER METER 1-2" DCVA PER O.V.W.S,D. STANDARD DETAIL W-11 13 LF 2" PE NOTES 1. A SITE INVESTIGATION WAS PERFORMED ON NOVEMBER 2, 2018 TO LOCATE EXISTING UTILITIES ENTERING THE SITE. UTILITY INTERCEPTION POINTS ARE SHOWN PER THE FIELD LOCATIONS OF EXISTING UTILITIES. 2. PROVIDE A 2" PVC DRAIN OUT VAULT BOTTOM TO 1-FT WASHED -ROCK SUMP IN LIEU OF DOWNSTREAM CONNECTION TO A CB. 3. PROVIDE SUMP PUMP PER OVWSD STANDARD DETAIL W-13 WITH SERVICE CONNECTION FROM BUILDING ELECTRICAL PANEL. 4. WATER AND SEWER IMPROVEMENTS IN THE RIGHT-OF-WAY ARE TO BE CONSTRUCTED AFTER CITY APPROVAL OF BUILDING PERMIT (BLD2018-1622) AND OLYMPIC VIEW WATER AND SEWER DISTRICT APPROVAL. 5. PROVIDE NEW 6" DUCTILE IRON PIPE FROM EXISTING 6" GATE VALVE TO NEW FIRE HYDRANT, INSTALL HYDRANT PER O.V.W.S.D.STANDARD DETAIL W-2. 6. MJ FITTINGS TO USE WEDGE RESTRAINING GLANDS WHEN CONNECTING TO EX. DI PIPE. APPROVED FOR WATER AND SEWER CONSTRUCTION OLYMPIC VIEW WATER AND SEWER DISTRICT jr.+P#41,1114 M AWWtr' aA*E'JP PkV4 ??J5. ) OF �S es�►o DISTRICT ENGINEER OR ASSIGNEE DATE SUBJECT TO APPROVAL OF OTHER PERMITS FROM AGENCIES HAVING JURISDICTION C6.1 Q SITE I CIVIL 11235 s.e. 6th street I suite 150 Bellevue, wa 98004 t: 425.453.95011 f: 425-453-8208 www.navixeng.com CLIENT/OWNER GRE EDMONDS, LLC PROJECT NAME HWY 99 EDMONDS NAVIX PROJECT NUMBER: 50-382-011 PROJECT ADDRESS 23326 HIGHWAY 99 EDMONDS, WA 98026 STAMP Jae Ta! REVISIONS REV ISSUED FOR: DATE CONSTRUCTION SET 01.15.20 i SECTION, TOWNSHIP, RANGE: SW'y4, NE 4, SEC 31, T 27 N, RANGE 4 EAST, W.M. PROJECT TEAM REVIEWED BY: J. TAFLIN DESIGNED BY: H.RODRIGUEZ f R. HILL SHEET NAME WATER AND SEINER PLAN %q v�0 d c� �Q�Q CpUNr,,AFS SHEET NUMBER C6.00 V 30' MAX. & I COPPER FINISHED GRADE 2" DOUBLE STRAP SADDLE - AND 2" CORP STOP AT MAI METER SET HORIZONTAL OR VERTICAL INLET n! METER TO BE SUPPLIED AND INSTALLED BY DISTRICT. —:I,— METER AND SETTER TO BE CENTERED VERTICALLY & HORIZONTALLY IN BOX. I I E 1 CONNECT TO PRIVATE SERVICE PIPE. - ID] I DESCRIPTION ell A. SERVICE SADDLE B. CORPORATION STOP, 1" OR 2" . C. COPPER TUBING, 1' OR 2- SETTEI2 D. COPPER METER SETTER E. METER BOX F. COMP. x COUPLING (HORIZONTAL OR VERTICAL INLET) NOTE: REFER TO OVWSD APPROVED MATERIALS LIST FOR MATERIALS TO BE USED. t METER TO BE SUPPLIED AND INSTALLED BY DISTRICT -•' •*+t CENTER METER IN BOX, =► VERTICALLY AND HORIZONTALLY. UNION BOTH SIDES OLYMPIC VIEW WATER & SEWER DISTRICT REVISIONS STANDARD DETAIL WATER METER AND SERVICE I' & 2' CONNECTION DETAIL DATE SCALE DW4 NO. 7/20/18 NITS W-1 REMOTE REGISTER. _ LO�CAMO�Nx�gT�O y�BE , �y {/Fi.G/SI■i7R4.+ Pa. �IW FINISHED GRADE' a pie €i4R1f+fG TEES • OF-l:4 13(r 45 22-I%2 oiAa. BEND'S BENDS BENDS BEfiIOS' 4■ 3. s 1 1 1 i B■ 4 4 2 1 le 11 1a 6 3 T2' 148 14 4 6 APPROVED RESTRAINED FITTINGS MAY BE USED IN PLACE OF THRUST BLOCKING. LENGTH OF RESTRAINT TO BE APPROVED BY DIST.. . ALL BLOCKING SHALL BE POURED AGAINST FIRM UNDISTURBED SOIL BEARING AREA AT FITTINGS NOT GIVEN IN BEARING TABLE SHALL BE AS DIRECTED BY THE ENGINEER. WHEN POURING AGAINST PLUGS AND BLIND FLANGES COVER FLANGES do BOLTS WITH 10 MIL. PLASTIC TO KEEP CONCRETE OFF BOLTS. LAYOUT TO BE APPROVED BY DISTRICT PRIOR TO CONCRETE POUR. REFER TO OVWSD APPROVED MATERIALS LIST FOR MATERIALS TO BE USED, OLYMPIC VIED WATER .& SEWER DISTRICT REVISIONS STANDARD DETAIL THRUST BLOCKING DATE w MIC DWG NO. .. ... 0/16%i 8 N TS W-4 SIAMESE CONNECTION (AS REQ'D BY FIRE DEFT. x • F Ir. .•.. rwa .-.......... .... .... - - - .. M .. _ice-. a TOP t WD -- A-PW A, STD%)5 . EXTEN OUT AS REQUIR METER BOX T4 ALI WITHHATCH IV I EXIST GROUND _ RESILIEKSEATED SHUTOFF s , I i 3/4' METER TO M 1 c� SUPPLIED VALVE TO BE INSTALLED 8r AFTER 1 1 INSiAILE) AT PROPERLY LINE T15TRILi I ADJUSTABLE PIPE !PREVAILING FEES SUPPORT DPAN 1 aaa°a t GRAVEL {12" ^MIN SIDE ° ' 9 a a°°yam° as°Q°'a°°°c°°ue o°�o$$a�. _• �r t ,, }`'•4 i •..t -• I Y1 1 f � • • - _ � °oa4°o$4 t7 • .. � � • . ,n , . ,., . ppgapp�syepaapppp°gep°A;F •• I. APPROVED DOUBLE CHECK VALVE ASSEMBLY TO LAY HORIZONTAL WITH GROUND. - ... .:..1 t 'r' oa°a°'°,a°a°,,��°�p�a'_°�°�°"��_°e■ PYC:O:a;•;PAO^.+'R'ia�pa>ontlr- �IVASLiEQ IN! ACK -" R DRA 2. 3. DESIGNED FOR BACK SIPHOWE AND BACK PRESSURE. TEST COCKS TO ETfH�eR FAGS OUTWARDS OR UPWARDS FROM ASSEMBLY. ■ M 6 —5/R MINUS CSTC COMPACTED , • . - ,, ., 4. ALL TEST COCKS MUST BE PROVIDED WITH PVC PLUGS OR EQUAL. TO 95X DENSITY ..: . 5. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION OF BACKFLOW PREVENTER. -r 6. THE DCVA CAN BE INSTALLED ABOVE OR BELOW THE GROUND PROVIDED ALL CLEARANCES 1- VAULT COVER GLITTER DRAIN SHALL CONNECT TO A DRY WELL OR CATCH BASIN. ARE MET. 7. DO NOT INSTALL IN AN AREA SUBJECT TO FLOODING, S. MUST BE PROTECTED FROM FREEZING CONDITIONS. [ $. BRAND. MODE. AND SERIAL NUMBER OF ASSEMBLY MUST BE CLEARLY VISIBLE. 10. THE BACKFLOW PREVENTION ASSEMBLY MUST BE APPROVED BY WSDOH + MUST BE TESTES} AFTER INSTALLATION AND YEARLY THEREAFTER BY A WASHINGTQN STATE CERTIFIED BACKFLOW ASSEMBLY TESTER THE TEST REPORT MUST BE SENT TO THE DISTRICT. OLYMPIC VIEW WATER • & SEWER DISTRICT OLYMPIC VIEW WATER & SEWER DISTRICT .._ e — �.... _REVISIONS STANDARD DETAIL. _. REVISIONS STANDARD DETAIL QLYI�iPI YIEIIV Y , - _ tLF'MPII"VIA - _ _ _ CH C DET R q D®UBLE CHECK VALVE�ASSEMBLY UP TI7 21 �... i ASIDE -VIE ......- DATE 'SCAT D M0. W IE SCALE we F6Q. 12%OS/18 NTS W--108 _._ — lv/1S/18 NTS 4Y-11. STORZ D -,., -,T . ..... I 1 :. � K 3/4* MUM tO B!= SUPPLIED INSTALLED BY I awL DISMCT AFTER ''PAYMENT OF PREVAILING FEES 6 _ .._.—...... — ,.... — .. j f r m T, DOIJI3LE LEAF UD {MQE3EL—L.W. HATCH-- TYPE D) LADDER PER OVWSD STANDARD AUGNEO WITH HATCH, GENERisiL NOT'M 1. ALL TEST COCKS MUST BE PROVIDED WITH BRASS CAPS. 2. ACCESSES: (H-20 TRAFFIC RATED) 3. VAULT COVER GUTTER DRAIN SHALL CONNECT TO A DRY WELL OR CATCH BASIN. 4. DCDA MUST BE TESTED BY A QUAUFiED TESTER. TEST RESULTS MUST BE SENT TO DISTRICT AFTER INSTALLATION & ANNUALLY THEREAFTER. 5, A DISTRICT APPROVED VALVE IS REQUIRED BETWEEN THE SUPPLY MAIN AND THE VAULT. VAULT SIZES — PIPING & DETECTOR ASSEMBLY SIZE METER SIZE AND TYPE MINIMUM INSIDE VAULT DIMENSIONS {EXCLUDES 51AMESE CONNECTION) LENGTH , 11 [7TH 40 RESTRMNT COREO OPENING NTH ME04AMM PPE SEAL AT PE7ETRATIM AND GROUT 7 2'-4W 1E 01901QH N.T.S N.T.S. NOTE R J !� PEA GRA`1'E7_ Um YALLT IMIANIE11CM W EA WE MAKK 8Y-PAS LEIEIt YALLT Mm TYPE Rm+A= m T al z' frog' 01574ec3 D19CAE m r DL IkSITfCY asatlTICN a' rs• D L r car 1)R411aCi DlstTtEtlaF r u r 141r OLSIHGT 019CYi'llpl TIATom Us nit r AND LARGE! Assnam rml BEsffePnoB 1 DI SLEETS WIN a�RAMT OR RESTR40 COIRUM 2 AWWABIE PPE aPPDRTs 3 'i TTFE SRIAWL FL sr R_ (F MR Me1111ED 71tAI WMQ 4 7EE. FL *W BY RMZ s MW RANDS XWP D fat 8Y-PAM LME f ILL DATE VXW. RAW Ff RANDS W11A10MEQ 7 BAim BEER. Pik B7' Ot mrr a � c>�tA7Ms RITg7E REaDWT 1I COLPUIa AC %" R, RAM ro M CME q M PK PLAM EW eY RANGE 11 BI,CTEE IAGI PPE', RANM IiY RANGE 12 *fOr AUA�IUII MARK f7AlEG POA H-20 WMW 13 a' MEN" RMC r4 Pwrom vA1u (m m m fm mL cum 1S W-M I PPIE, flAiA M UMM AS RE AAFD ,f 7 3= BALL YAM ,fI I PIPE WNW AS REOIIRFD (� v FREE SIAND11C AU.W M tADM MIN LAM LP ACMMIT ATTACHED 10 = W HA7W NO FI M PLDOR Wm 'E/mma oM MLET 22 BYPASS nIE7ER, F'ROMGEo 9Y I><S1RICl' r sAnL1IE s sORP. Front► UP 4' DRAIN LAVE TO DAYLMT. PROVIDE ALM SUW PUMP IF DAYUGH7 DRAIN NOT FEASIBLE NDIE 2 t� ALTERS AID I7"= RIAIL BE %MIE1D 6Y DW90 APIM PAYMENT OF ALL PREYALMG FEM AFD WTA IM BY :�j7. THE DEilEUM N Arm WTH VWACTiBifiCS A930f/ET�'Ii10NS 2 FOR PI:t7RSE IS0.AWK Mau AM APPRM BACId'L01F PRETEIITIEM DEIACE M AiY�C aVa 1Akl MIT. OF HE41H NEflLUMIS. a RL PIPE AND PITTNDS TO of m cu Im s>tim & ALL TEST COCKS WME. IE RITGDED. S ALL. WRT PEIERARCNS 2*1 BE CORED, AND HAVE IIECNAA1GALf5F.A11IF9AM ARDIM PPE AND gam x a D(1D M waIET 10 BE OOATEA WM 2 MATS OF BLACiT UvTft WIILT TO 9E DRY PRIM TD 7. VAULTS TO BE 9" TWL 113H ND MCIDO T3 0. F SUP Am IS DETAI!M SULL 91MY me 70 THE %vkT IN CO FUINIm E TBR1 ALL LOCAL AM STATE OM IL Au CIlt5TRUMCR S MILL CLYF[IM 70 IM GIYIMD STANOND 9PEI ICATAla IQ Lu DRAMS SHALL m MCpKWTED MR} THE HALM FRAE. It MAM a I{5iA SHA.L ff PETI OMW APPWAM MAlUMS Un NOTE: HL WTIA.TS SHALL BE SMQ ULL 00 1MMWM vSF11P Fi,7Il P1AIP AT 90 SIAAP Airf am pLro NDFE4 VAILT 1. WIF PUFF MAY BE 9L7fSiTf= FM RM DRAM F DRAM LME CAmm T ff DATIICHTEA DElET111M1AT10II 70 aE MANE BY CIS WL PRTA'ETE R€l DOOR HAND M M ACCESS HATOf FM PADU= WAMT-am Om ON" uxx aTI1P PUIP OLYMPIC VIEW WATER & SEWER DISTRICT REVISIONS STANDARD DETAIL OLYMPIC DOUBLE CHECK BET GT�R ASSEMBLY - - - _— _ -_ .- TOP..V.IE SHEET.-1 OF ,2 DATE .— SCAB-f3IP16 1aD. 12/05/18 NT3 W-10A SEE TRENCH SURFACE :RESTORATION DETAIL NOTE: ASPHALT RESTORATION SHALL BE IN ACCORDANCE W/ AGENCY OF JURISDICTION SUBSEQUENT BACKFILL: M Y ! INITIAL I ;-• BACKFILL 1MDTH EQUALS PIPE O.D. +16" FOR MAIN LINE CONSTRUCTION OR 24" OR LESS FOR SERVICE LINE R for _INSTALLATION_�o_._ SNOHOMISH COUNTY CITY OF EDMONDS TOWN OF WOODWAY BACK FILL MATERIAL SHALL CONSIST OF: 1, 5/8" MINUS CRUSHED GRAVEL COMPACTED TO 95% MAXIMUM DRY DENSITY ASTM D698 METHOD "D" UNDER ASPHALT FOR STREET CROSSING. £ 2..'-TYPE "C" MATERIAL WITH CLASS II PLACEMENT AND COMPACTION FOR UNDER ASPHALT RUNNING PARALLEL WITH STREET, 3. TYPE "C" MATERIAL WITH CLASS I PLACEMENT AND COMPACTION FOR STREET SHOULDERS. 4. TYPE "D" MATERIAL WITH CLASS Ill PLACEMENT AND COMPACTION FOR ALL OTHER AREAS. OLYMPIC VIEW WATER & SEWER DISTRICT REVISIONS- ` " STANDARD DETAIL,.._ DL'MI'`IEW E TRENCH DETAIL DATEs �a. 18 NTS `W�--6 SUMP PUMP DETAIL NO SCALE OLYMPIC VIEW WATER & SEWER DISTRICT REVISIONS STANDARD DETAIL METER AND METER VAULT ASSEMBLY 3• THROUGH 8' DATE SCALE DWG NO. 3/21/18 N/A W-18 APPROVED FOR WATER AND SEWER CONSTRUCTION OLYMPIC VIEW WATER AND SEWER DISTRICT ZZ 2d�o DISTRIC INEER OR ASSIGNEE DATE SUBJECT TO APPROVAL OF OTHER PERMITS FROM AGENCIES HAVING JURISDIC11ON SITE CIVIL 11235 s.e. 6th Strut I suite 150 bellevue, we 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com CLIENT/OWNER GRE EDMONDS, LLC PROJECT NAME HWY 99 EDMONDS NAVIX PROJECT NUMBER: 50-382-011 PROJECT ADDRESS 23326 HIGHWAY 99 EDMONDS, WA 98026 STAMP ,a 41871 G'I/f 5/ice Jae TE r Aim M •Mi]0 REVISIONS IREVI ISSUED FOR: DATE CONSTRUCTION SET 101.15.20 SECTION, TOWNSHIP, RANGE: 5WY4, NEY4, SEC 31,T27N, RANGE 4 EAST, W.M. PROJECT TEAM REVIEWED BY: J. TAFLIN DESIGNED BY: H.RODRIGUEZ R. HILL, SHEET NAME WATER DETAIL EB i 0 3?f! SHEET NUMBER C FPS CS.'10 SIDE SEWER SPECIFICATIONS I 1. ALL PRIVATE SIDE SEWER CONSTRUCTION REQUIRES A PERMIT AND THE PAYMENT OF A FEE. THE PERMIT APPLICATION WILL REQUIRE THE COMPLETE LEGAL DESCRIPTION, ADDRESS, AND THE DIMENSIONS OF THE PROPERTY TO BE SERVED. 2. ALL CONSTRUCTION IN THE PUBLIC RIGHT-OF-WAY MUST BE DONE BY A LICENSED SEWER CONTRACTOR. AFTER PAYMENT OF ALL APPLICABLE FEES AND PERMITS ISSUED BY AGENCY OF JURISDICTION. 3, ALL HOUSE PLUMBING OUTLETS: MUST BE CONNECTED TO THE SANITARY SEWER. 4. NO DOWNSPOUT, FLOOR DRAINS, OR STORM DRAINAGE MAY BE CONNECTED TO THE SANITARY SEWER. 5. MATERIAL PIPE -GASKET JOINTED PVC-SDR 35 OR ASTM D-3034 --GASKET JOINTED DUCTILE IRON CLASS 50 FITTINGS-GASKETED PVC ASTM 0-3034 -DUCTILE IRON MJ AWWA C153 *ALL FITTINGS MUST BE GASKETED 6. MINIMUM SLOPE: 4-INCH DIAMETER PIPE - 2% (1/4 INCH FALL PER FOOT) 6-INCH DIAMETER PIPE -- 1% MINIMUM GRADE MAXIMUM SLOPE. ALL PIPE 50% 7. PIPES SHALL BE LAID IN STRAIGHT LINE BETWEEN BENDS. MAKE ALL CHANCE IN LINE OR GRADE WITH LESS THAN OR EQUAL TO 45 DEGREES. 8. INCREASES IN PIPE SIZE SHALL BE MADE BY MANUFACTURED FITTINGS. 9. PIPE SHALL BE BEDDED FROM UNDISTURBED TRENCH WALL TO UNDISTURBED TRENCH WALL ON EACH SIDE OF THE PIPE AND FROM 2 INCHES BELOW TO 2 INCHES ABOVE THE PIPE WITH PEA GRAVEL. 10• THE SIDE SEWER SHALL BE INSPECTED BY DISTRICT STAFF PRIOR TO BACKFILLING. THE SIDE SEWER SHALL BE PLUGGED AND TESTED BY FILLING WITH WATER OR AIR. IEAKAGE RATE SHALL NOT EXCEED 0.31 GAL/HOUR FOR 4-INCH PIPE AND 0.47 GAL/HOUR FOR 6-INCH PIPE, PER 100 FEET OF PIPE FOR WATER OR MUST MAINTAIN 4 POUNDS OF PRESSURE FOR A MINIMUM OF FIFTEEN (15) MINUTES. A DISTRICT INSPECTOR SHALL OBSERVE REMOVAL OF THE PLUG. 11. SEWER LINES SHALL HAVE A DISTRICT APPROVED CLEANOUT INSTALLED AT EVERY COMBINATION OF FITTINGS TOTALING 90 DEGREES, AT LEAST EVERY 100 FEET, AT EVERY INCREASE/DECREASE IN PIPE SIZE, AND NO MORE THAN 3 FEET FROM THE FOUNDATION OF THE BUILDING. 12. A 6-INCH SIDE SEWER WILL BE ALLOWED TO SERVE A MAXIMUM OF SIX (6) SINGLE-FAMILY RESIDENCES. 13. A 4--INCH SIDE SEWER WILL BE ALLOWED TO SERVE ONLY ONE (1) SINGLE-FAMILY RESIDENCE. 14. PARALLEL WATER AND SEWER LINES SHALL BE SEPARATED BY 10 FEET HORIZONTALLY WHENEVER POSSIBLE. WATER AND SEWER LINES SHALL HAVE A VERTICAL SEPARATION OF 18 INCHES IF A CROSSING IS NECESSARY. THE SEWER LINE SHALL NOT CROSS OVER THE TOP OF A WATER LINE. 15. RIGHT-OF-WAY RESTORATION SHALL EQUAL OR EXCEED THE ORIGINAL CONDITION, AS APPROVED BY AGENCY OF JURISDICTION. 16. TRENCH BACKFILL UNDER PAVED AREA SHALL BE 5/8-INCH MINUS CRUSHED SURFACING TOP COURSE; FULL TRENCH DEPTHS COMPACTED IN 12-INCH LIFTS. 17. TEMPORARY REPAIRS OR ABANDONMENT OF A SIDE. SEWER REQUIRE THE SIDE SEWER TO BE CUT AND CAPPED AT THE EASEMENT/PROPERTY LINE. CAP TO BE PVC PLAIN END PLUG OR OTHER APPROVED WATERTIGHT PLUG. 18, CONNECTION OF A SIDE SEWER TO AN EXISTING OR NEW STUB REQUIRES A CLEANOUT INSTALLED AT THE EASEMENT/PROPERTY LINE. Lr'7 c� C'I CD C1.t 0 o.I c a d CD 04 f C 0 rn ra OLYMPIC VIEW WATER & SEWER DISTRICT REVISIONS STANDARD DETAIL LYmPICYIEiN SIDE SEWER SPECIFICATIDNS 1 DATE SCALE DWG NO. 10/25/18 NTS S-1 5/8"-11 N.C. ON 23" B.C. (TYP 3 PL) SECTION A -A FOR 5/8"-11 N.C.X111/4" S.S. SOC. HD GAP SCREW LIFTING (3 REQ'D) HOLE TYP. NON --SKID e PATTERN COVER DIA. 25" 3/4" CORE (TYP) ON 23" B.C. 1 5/16" CORE (TYP, 2" RAISED LETTERS TYP. NON SKID PATTERN }" 1" SEAT- 2 1 /2" NOTES: I. DRILL LUG HOLES FULL DEPTH 2. BOLT COVER TO LUGS IN RING 3. PROVIDE 1" DIA. LIFTING HOLE 4. DUCTILE IRON COVER, CAST IRON FRAME 5. FRAME AND COVER PER DISTRICT APPROVED MATERIALS LIST SECTION B-B OLYMPIC VIEW WATER & SEWER DISTRICT REVISIONS STANDARD DETAIL MANHOLE FRAME AND COVER DATE SCALE FDWII NO. 10/25/18 NTS S--5 LU NOTES: z RING AND COVER C O 1. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH BUILDING BUILDING I �" AASHTO M 199 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED CLEANOUT NOT 4 IN THE WSDOT/'APWA STANDARD SPECIFICATIONS. TO EXCEED 3FT I a r CLEANOUT WITH 45' FROM a oL°s 1 ADJUSTMENT sEcTii3N (LEVELING BRICKS OR 2. HANDHOLDS IN ADJUSTMENT SECTION SHALL HAVE 3" MIN. FOUNDATION BEND AND CAP a GRADE RINGS OPTIONAL). " CLEARANCE. STEPS I N MANHOLE SHALL HAVE 6 MIN, CLEARANCE. SEE DWG. NO. 2-01 1 , "MANHOLE DETAILS." SECTM A -A HANDHOLDS SHALL BE PLACED IN ALTERNATING GRADE GENERAL CLEANDUT----_� CLEANOUT (WYE W/ CAP & LAMPHOLE COVER) f �'s R FLECTnIVE STRIP RINGS OR LEVELING BRICK COURSE WITH A MIN. OF ONE HAND 14" HOLD BETWEEN THE LAST STEP AND THE TOP OF THE MANHOLE, NOT To EXCEED 100�'---�- 'a .1,�-' 3. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000. f BETWEEN CLEANOUTS in' PRECAST CONE (ECCENTRIC UNLESS ALL PRECAST CONCRETE SHALL BE CLASS 4000. NON -REINFORCED „ 12 OTHERWISE SPECIFIED). NONNON Es: CONCRETE IN CHANNEL AND SHELF SHALL BE CLASS 3000, O` LLJ LAMPHOLE COVER TO MATCH EXISTING 4a-, s4', OR 6O' 1. STEPS TO BE POLYPROPYLENE. LL w GRADE " 2. DRILL (2) 1-1/8' OR 1-1/4- HOLES. 3-1/2 DEEP, APPLY EPDXY IN THE 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR HOLE AND AROUND THE BARBS OF THE KNOCKOUTS. KNOCKOUTS SHALL HAVE WALL. THICKNESS OF 2" i J STEP. PUSH THE STEP INTO THE HOLES ALLOWING THE EPDXY TO FLOW MIN. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF aio OUT TO THE SQUARE SHOULDER OF THE sue. WALL IS LEFT INTACT. PIPES SHALL BE INSTALLED ONLY IN 12" PVC FACTORY KNOCKOUTS UNLESS OTHERWISE APPROVED BY THE I SLEEVE PRECAST RISER ENGINEER. z SECTIONS 6" RISER MANHOLE STEPS 5, KNOCKOUT OR CUTOUT HOLE SIZE SHALL EQUAL PIPE OUTER ' DIAM. PLUS MANHOLE WALL THICKNESS. MAX. HOLE » WYE AND NTS SIZE SHALL BE 36" FOR 48" MANHOLE, 42" FOR 54" MANHOLE, 45' BEND SLOPE .. LADDER LADDER 48" FOR 60" M.H. MIN. DISTANCE BETWEEN HOLES SHALL BE 8". 6» DISTRICT STUB ('YP CONSTRUCT IN FIELD CHANNEL AND 6. MANHOLE RINGS AND GONERS SHALL MEET THE STRENGTH ' ': SHELF TO THE CROWN OF THE PIPE REQUIREMENTS OF CURRENT FEDERAL AND STATE 4" OR SIDE SEWER MORTAR " ' `- :' FILL °• ' `a ' ; .. PRECAST BASE INTEGRAL RISER. SPECIFICATIONS. MATING SURFACES SHALL. BE FINISHED TO 12" CLEANOUT DETAIL AT . i � � :. •. *• � ° � �• - ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. ASPHALT SURFACE PROPERTY LINE BUILDING ` ` ' _ 1 _°� 7. ALL BASE REINFORCING STEEL SHALL HAVE A MIN. YIELD . 10,01aiF0adD0a�DpDa °D (jas°o°a°Da°upvav°aaotlaD ° GRAVEL 8ACKFILL F'OR FaUNDATtONs 6 MIN. COMPACTED DEPTH STRENGTH OF 60,000 PSI AND BE PLACED IN THE UPPER HALF y� THE FOR PRECAST BASE ONLY. OF BASE WITH 1 MIN. CLEARANCE. i MIN. LAMPHOLE COVER SEPPE kT SA INPLACE8. FOR HEIGHTS OF 12' OR LESS, MIN. SOIL BEARING VALUE » 6 RISER 12" PVC SLEEVE BASE. REINFORCING STEEL (FOR PRECAST BASE do INTEGRAL. RISER ONLY) SHALL EQUAL 3,300 POUNDS PER SQUARE FOOT. FOR HEIGHTS OVER 12' MIN. SOIL BEARING VALUE SHALL EQUAL 3,800 APRECAST PVC CAP !Aa ° °�°�° a°e NOTE: I REINFORCING STEEL (FOR SEPARATE BASES ONLY) 0.15 SQ. IN./FT. IN EACH DIRECTION FOR 4$' DIAM. 0.19 SO. IN IN EACH DIRECTION FOR 54- DIAM. 0.25 SIB, IN./FT. IN EACH DIRECTION FOR 60' DIAM. POUNDS PER SQUARE FOOT, SIDE SEWER JOINTS SHALL BE 0.23 Sty. IN./FT. IN EACH DIRECTION FOR 48" DIAM. 0.19 SO. IN./FT. IN EACH DIRECTION FOR 54" DIAM. {; NEW MANHOLES SHALL NOT HAVE METAL RISERS INSTALLED TO i �+ CLEANOUT TYPICAL CLEANC3UT GASKETED ;'- 0.25 S0. IN./FT. IN EACH DIRECTION FOR 60" DIAM. . ' -a- RING MEET FINAL GRADE. UNDER ASPHALT,•, .k :-. .. MANHOLE DETAIL PRECAST BASE JOINT NTS z OLYMPIC VIEW WATER & SEWER DISTRICT ;, OLYMPIC VIEW WATER & SEWER DISTRICT OLYMPIC VIEW WATER EWER DISTRICT & S •.� CLYIi ple VIEW REVISIONS STANDARD DETAIL OLYMPICOMPIC VIEW REVISIONS STANDARD DETAIL.. REVISIONS STANDARD DETAIL i SEWER CLEANOUT DETAIL MANHOLE DETAIL oLPtCViE MANHOLE SPECIFICATI❑NS PATE 10/25/1 SCAILE NTS DWG N0. S-3 DATE 10/25/18 SCALE NTS DWG HU. S-4A RATE SCALE DWG NO. 10/25/18 NTS S-4B WALL CUT OUT 48", 54" OR 60" GROUT INTERIOR AND FOR SADDLE EXTERIOR OF MANHOLE JOINTS (TYPICAL) CONSTRUCT CAHNNEL AND SHELF PER MANHOLE DETAIL SLOPE w N } 2„ FT, or MIN. 2` . "' •, • > PRECAST SECTION • •r it . �� •1 -� f 4-r f S . 12" MIN. .. �: ;2" MIN. 4 .• '. 1p 00 DDq a°4 paaaaD paa a°o °aa O°D Da@ a°D pgaaaD D@a°D a@ aapaaapp paayp paQp gaa Dpa °a Oa g0 ga °a °D aap° o@pA a0 °opaap p°°D° 000 ao ao ao0 p 0,D00ogo,a°p Baa aD pa D°Dd °@ a0v@ '°QaD '°o tlapaaa a 6D D pD pea Oo D D D aaa poO 4 gD D p 6g ptl G O FOUNDATION GRAVEL 6"X1'X6" BLACK 6"X1'X6" BLOCK (6" MIN. DEPTH) CAST IN PLACE COMPACTED CSTC BASE SET ON 6"X1'X6' BLOCKS NOTES: GROUT VOIDS 1. SEWER MAIN TO REMAIN IN SERVICE THROUGHOUT CONSTRUCTION PERIOD. 2. DO NOT CUT INTO SEWER MAIN UNTIL REMAINDER OF EXTENSION IS READY FOR SERVICE AND AUTHORIZED BY DISTRICT. OLYMPIC VIEW WATER & SEWER DISTRICT f REVISIONS STANDARD DETAIL DWIMPIC VIEW - SADDLE TYPE DROP -IN MANHOLE DATE SCALE DWG NO. 10/25/18N TS S- 6 A REDUCER, IF READ -mac MJ DIP CROSS---` Fa COUPLING MJ DIP CONCRETE CL 3000 BLOCK POURED IN PL MJ X MJ DIP 90' BEN[ OR MJ X PE DIP 90' 1 UR TO UNDISTURBED EA COMPACTED SUBGRADE CLEAN-OI STD PLAN 4 n�, TVAT TYPICAL MH t I lei BLIND FLANGE AS DAM FOR INCOMING PIPE SLOPE C5% FULL BLIND FLANGE FOR INCOMAfNG SLOPE -5% STAINLESS STEEL BOLTS & NUTS MUST CONFORM TO ASTM F 59:3 NOTES: 1. CONCRETE FOR DROP CONNECTION SUPPORT MUST BE CL 3000. 2. DUCTILE IRON PIPE MUST BE ANSI/AWWA C151/A21.51 CL 50. DUCTILE IRON FITTINGS MUST BE ANSI/AWWA C111/A21.11 3. DROP CONNECTIONS MUST BE USED WHERE DROP IS NOT MORE THAN 20`-0". TYPICAL MH BASE CONSTRUCTION DUCTILE IRON OUTSIDE DROP CONNECTION N.T.S. i STEEL CASING 12" GROUT BOTH i°7 ENDS (TYP.) CARRIER PIPE 'END SPACER MAX 1 Q' MAX FOR 4" - 14" PIPE OF 1' FROM END 8" MAX FOR 16" - 36" PIPE OF CASING (TYP) CASING SPACES SHALL BE GROUT ALL HOLES MAX OF 1' FROM EACH IN CASING SIDE OF PIPE JOINT (TYP) CARRIER PIPE SAND (D.I.) MIN 1" STEEL CASING BETWEEN CASING SPACER CASING AND CARRIER 90' PIPE BELL JOINT RESTRAINT MINIMUM CASING SIZE AND THICKNESS SYSTEM FOR CARRIER P 1 -1 PIPE TO BE APPROVED STEEL CA BY ENGINEER, WALL IHI CONFIRM SIZE & THICKNESS ACCORDING TO DESIGN LOADING NOTES: 1. CASING SIZE AND MINIMUM THICKNESS OF CASING SHALL BE AS SHOWN ON THE CONTRACT DRAWINGS. HOWEVER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTING THE THICKNESS CONSISTENT WITH INSTALLATION OPERATION. 2. THE INTERIOR OF THE CASING SHALL BE SAND FILLER AND THE ENDS GROUTED. 3. MINIMUM COVER OVER CASING SHALL BE 3' OR AS SPECIFIED. 4. CASING PIPE SPECIFIED SHALL BE COMPLETED IN ACCORDANCE WITH APPLICABLE PROJECT SPECIFICATIONS. 5. THIS IS A TYPICAL PIPE CASING DETAIL. ANY MODIFICATION SHALL BE APPROVED BY THE ENGINEER. 6. CONSULT WITH PIPE MANUFACTURER TO ASSURE PROPER SUPPORT OF PIPE, 7. MINIMUM SEPARATION BETWEEN TOP OF CASING AND BOTTOM OF ANY STRUCTURAL F0071NG SHALL BE 18 INCHES. PIPE SLEEVE N.T.S. APPROVED FOR WATER AND SEWER CONSTRUCTION OLYMPIC VIEW WATER AND SEWER DISTRICT �'�,°p�� p �rS7�lCr Dwnr�s fi'ifClui�%�s) I tz h d ,?b DISTRICT ENGINEER OR ASSIGNEE DATE SUBJECT TO APPROVAL OF OTHER PERMITS FROM AGENCIES HAVING JURISDICTION SITE I CIVIL 11235 s.e. 6th street I suite 150 Bellevue, wa 98004 t: 425.453.9501 j f: 425-453-8208 www.navixeng.com CLIENT/OWNER GRE EDMONDS, LLC PROJECT NAME HWY 99 EDMONDS NAVIX PROJECT NUMBER: 50-382-011 PROJECT ADDRESS 23326 HIGHWAY 99 EDMONDS, WA 98026 STAMP L JoeTafl{f a .m a REVISIONS REV ISSUED FOR: DATE CONSTRUCTION SET 01.15.20 a j SECTION, TOWNSHIP, RANGE: SW Y4, NE Y4, SEC 31, T 27 N, RANGE 4 EAST, W.M. PROJECT TEAM REVIEWED BY: J. TAFLIN DESIGNED BY., H.RODRIGUEZ R. HILL SHEET NAME SEWER DETAILS .> � B 03 2+Z� SHEET NUMBER QU►VT El?wcr, C6.2v 450 - - 445 440-- 435,.._M_. 430 425 --._ __..a 420 i 415- - 410 ----- 405 400 i--�----i I � I450 F I F ' 9 . 445 I , _.—___._.__ __.----___—_—.__... SSMH ;2 _.___. ---._ _. __. _. _...._ _._.._.__ _�_ _ _ _. _....._ _.._ _..._. __ _.. ....._ 440 RIM=424 RIM=427.93 I-._�_.. _.I. .. EX 8 ; IE = +419.0 (W') _ I-.._—.__PROP_OSED..-GRADE 435 -- ___.-_ , . __._..,_ _ _. — __... _....m.._. NEW IE — 415.90 S)AT TRASH NEW $" IE 415.11 ..(N) . _._- __.-- �.____ ___. „y_.. _ _�_ _ a NEW 8" IE 415.01 S} ENCLOSURE { EXISTING G430 RADI=' PROPOSED GRADE (TYP.} 425 , � I 420 1 15$ LF 8" S6R-35 0 0.5% 415 ! i i 209 LF 8" SDR-35 0.970 ° E i X. 8". W IE - f419:5 --- _..�_- _ I 3 410 EW SS CE 414.06 I _ __ 1 �L 405 EX 18rSDIEf417 I ] NEW SS CE 414.06 et n �'i [V lC] d M1 OU © 0 co ", n 0 � ►*} r� n 0 N N N7 0 0 u } r'7 N � N cO L ca 04 cV U) � rn •- i!} �1� r'f• I'►� ��. p0 r•r. nn 00 p 0O 0 Q 0O BUD i NcV —0+10 0+00 3 0 0 co c..) v rn Cn c cu 11 w s 1 +00 2+00 SANITARY SEWER PROFILE (PRIVATE) HORIZONTAL: 1"=20' VERTICAL: 1"=10" PROPOSED GRADE r PROPOSED DUCTBANKS EX 10" W IE = #404.42 NEW 8" SS CE — 398.9 BUILDING, TYP VERIFY IN FIELD SscO 11 15 , .. _ __ -- __...... 415 RIM — 408.11 PL , 8" IE ±400.5 (W.E) , EXISTING GRADE 410 --- -� _ -- — 410 BUILDING SEWER CONNECTION _ SEE PLUMBING PLANS FOR -- -- -r CONTINUATION ' 8" IE ±400.5 (E) 4O5 — _. . _..._. _.._ 405 SS MH #4 I ' EX 8" IE ±397.07 (NE, SW) 4DO - __. _ - --_- 4(j0 NEW 8" IE = 397.20 (NW) ' CONSTRUCT SADDLE MANHOLE 3 LF SDR-35 0 2.00% i 6 ': OVER EXISTING MANHOLE 395 �.____.....r__ _ _- _ . r. _ ..___ - 395 SEE DETAIL S-6, SHEET C6.2O i28 L1= SDR-35 EX. 12" SD IE ±403.34 i 0-12.31 % NEW SS CE 398.53 390 390 r- -0+10 0+00 0+40 SANITARY SEINER PROFILE HORIZONTAL: 1 "=20' VER11CAL 1 "=10' 3+00 400 3+75 SSMH #1 RIM=422.05 EX 8" IE = 413.03 (E,W) NEW 8" IE = 413.13 (N) VERIFY IN FIELD APPROVED FOR WATER AND SEWER CONSTRUCTION OLYMPIC VIEW WATER AND SEWER DISTRICT �.�►i�C�rES 7D ��T" �►�!�"p' +�C�TirIE3i� DISTRICT ENGINEER OR ASSIGNEE DATE SUBJECT TO APPROVAL OF OTHER PERMITS FROM AGENCIES HAVING JURISDICTION N N"IX SITE I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.95011 f: 425-453-8208 www.navixeng.com CLIENVOWNER GRE EDMONDS, LLC PROJECT NAME HWY 99 EDMONDS NAVIX PROJECT NUMBER: 50-382-M 1 PROJECT ADDRESS 23326 HIGHWAY 99 EDMONDS, WA 98026 STAMP Joe T" II ��• 9170 REVISIONS REV ISSUED FOR: DATE CONSTRUCTION SET 01.15.20 SECTION, TOWNSHIP, RANGE: SWy4, NE Y, SEC 31, T 27 N, RANGE 4 EAST, W.M. PROJECT TEAM REVIEWED BY: J. TAFLIN DESIGNED BY: H.RODRIGUEZ R. HILL SHEET NAME SEWER PROFILE C6.21 oec r�� F88 n ^ 0 0 U 0 t 24'X3 F_ i y — TCOM — TCO`nnT COM— f 1 ROUTE UNDERGROUND CONDUIT :UP EXISTING UTILITY POLE PER SNOPUD STANDARDS SS r' T BORING UNDER CREVE CONDOS DRIVEJY BY f I CONTRACTOR TCOM — TC SEE ABOVE FOR CONTINUATION C�03� CONDUIT UP RELOCATED o UTILITY POLE PER SNOPUD STANDARDS " i r1 9T l a -- - ` C - - w f: CROSSING L -FG = 423.3 BOT OF DUCTBANK = 419.541 SEWER CE 414.051 1 I I w w Iz V I_1 C7 w w y w w w �y y 4 W •r w ©w, _ w } d w w I 4 C) w w 7 w I d w w w w z APIK V ITC TC TCO TCO TC T O' cc a CROSSING - ~ - -- - -' LL FG = 421.3 I BOT OF DUCTBANK = 4117.46�. STRE T ESTORM CE = 416.56 � - — -- - l — 0 f CROSSING I I FG = 417.0 Uj BOT OF DUCTBANK = 413.16� Q STORM CE = 412.19 In I W SS SS14r1H RIM Co l� 8„ PVL� N VJ TR C1 A N V EI_ ' n TELECOM VAUU I FG = 408.48 TOP OF DUCT BANK = 403.36 FOOTING DRAIN IE = 404.36 y 99 Z l Z _ T . �o�_T D • - _ _ z {�' D k E R E # - i � \-PROPERTY LINE, TYP 0 LL \-CROSSING O FG = 407.9 r BOT OF DUCTBANK = 402.73 r< SEWER CE 400.3 W LLIViNG., LANE C0 w IV' W - - - "aw •bp- ow IA -ft It o,w, gy gawcriVol vm.'rryr cp s -00 0 5 10 20 SCALE: 1 inch =10 ft. NOTES 1. ELECTRICAL AND TELECOM INFRASTRUCTURE REQUIRED FOR UNDERGROUNDING THE EXISTING OVERHEAD LINES ALONG THE PROJECT FRONTAGE IS BEING COORDINATED WITH SNOPUD, 'WAVE, FRONTIER, AND COMCAST. INFORMATION SHOWN HERE IS BASED ON SNOPUD, WAVE, FRONTIER, AND COMCAST PLANS. SEE JOINT -UTILITY TRENCH PLANS FOR MORE DETAIL. 2. CONTRACTOR SHALL INSTALL APPROPRIATE EROSION AND SEDIMENT CONTROL MEASURES, RESTORE RIGHT-OF-WAY PER CITY OF EDMONDS STANDARDS, AND RESTORE LANDSCAPE TO LIKE OR BETTER CONDITIONS. 3. CONTRACTOR SHALL MAINTAIN UTILITY SEPARATION REQUIREMENTS PER CITY OF EDMONDS STANDARDS. FOR REFERENCE ONLY �� FFr ��ryry■w�r NOV p19 �iYOF APPROVED FOR CONSTRUCTION CITE' OF EDMONDS DATE: NAVIX SITE I CIVIL 11235 s.e. 6th street I suite 150 belleVue, wo 98004 t: 425.453.9501 1 f: 425-453-8208 www.novixeng.com CLIENT/OWNER GRE EDMONDS, LLC PROJECT NAME HWY 99 EDMONDS NAVIX PROJECT NUMBER: 50-382-011 PROJECT ADDRESS 23326 HIGHWAY 99 EDMONDS, WA 98026 STAMP 41871 n� 8'IST REVISIONS REV ISSUED FOR: DATE 1 BUILDING PERMIT INTAKE 12.18.18 2 BUILDING PERMIT INTAKE 2 02.07.19 3 DEVELOPER EXTENSION 04.17.19' 4 BUILDING PERMIT RESUBMITTAL 05.17,19 5 BUILDING PERMIT RESUBMMAL 2 07.30.19! 6 BUILDING PERMIT RESUBMITTAL 2 07.30.19 7 RIGHT-OF-WAY PERMIT 08.28.19 8 BUILDING PERMIT RESUBMITTAL 4 11.07.19 0 a SECTION, TOWNSHIP, RANGE: SW %, NE %, SEC 31, T 27 N, RANGE 4 EAST, W.M. PROJECT TEAM REVIEWED BY: J. TAFLIN DESIGNED BYE H.RODRIGUEZ R. HILL SHEET NAME DRY UTILITY PLAN CITY ENGINEERING DIVISION SHEET NUMBER C7. 00 24 "x ,v1F ). 38 , )=4 IIM = N, S, IV NEL SEE ABOVE FOR CONTINUATION E 0_ 0 N I 0 CV 0 N N U 0 0 0 U ICJ LEGEND — — — — PROPERTY LINE BUILDING LINE CONCRETE CURB —•—•-----�— CH AI N LI N K FENCE ASPHALT PAVING CONCRETE PAVING CONCRETE SIDEWALK LANDSCAPE NEW PERVIOUS CONCRETE TCOM — PROPOSED TELECOM CONDUIT PROPOSED POWER CONDUIT TCOIvi-- INSTALLED TELECOM CONDUIT INSTALLED POWER CONDUIT 0 5 10 20 SCALE: 1 inch =10 ft. NOTES ELECTRICAL AND TELECOM INFRASTRUCTURE REQUIRED FOR UNDERGROUNDING THE EXISTING OVERHEAD LINES ALONG THE PROJECT FRONTAGE IS BEING COORDINATED WITH SNOPUD, WAVE, FRONTIER, AND COMCAST. INFORMATION SHOWN HERE IS BASED ON SNOPUD, WAVE, FRONTIER, AND COMCAST PLANS. SEE JOINT —UTILITY TRENCH PLANS FOR MORE DETAIL. 2. CONTRACTOR SHALL INSTALL APPROPRIATE EROSION AND SEDIMENT CONTROL MEASURES, RESTORE RIGHT—OF—WAY PER CITY OF EDMONDS STANDARDS, AND RESTORE LANDSCAPE TO LIKE OR BETTER CONDITIONS. 3. CONTRACTOR SHALL MAINTAIN 1' MINIMUM SEPARATION BETWEEN DUCT BANKS. 4. CONTRACTOR SHALL MAINTAIN SEPARATION TO OTHER UTILITIES PER SNOPUD AND CITY OF EDMONDS STANDARDS. RESUB 2 REVISION Oct 26 2020 \ MONDS BUILDING PERMIT #BLD2018-1622 DE EILOP 1FEN SERVICES 1 ROW PERMIT #ENG2020-0043 DEPARTMENT 0 STREET TREES TO BE PLANTED PER CITY OF EDMONDS STANDARDS. SEPARATE CORRESPONDENCE WILL BE PROVIDED REGARDING LOCATION OF TREES AND PLANTING METHODS. SNOPUD AND TELECOMMUNICATIONS EASEMENTS ON SUBJECT PROPERTY TO BE COORDINATED WITH CITY OF EDMONDS PRIOR TO RECORDING. REVISION ONLY - SHEETS C7.00, C7.10, C7.11, C7.12 DRY UTILITY INSTALLATION ALONG 234TH, HIGHWAY 99, AND BORING ACROSS HIGHWAY 99. RESPECTIVE UTILITY COMPANIES SHALL OBTAIN THEIR OWN PERMITS TO PULL CABLES/WIRES THROUGH CONTRACTOR INSTALLED CONDUIT. CONTRACTOR RESPONSIBLE FOR ALL RESTORATION. APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED / 1 /04/2020 CITY ENGINEERING DIVISION N"IX SITE I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wo 98004 t: 425.453.9501 1 f: 425-453-8208 www.novixeng.com CLIENT/OWNER GRE EDMONDS, LLC PROJECT NAME HWY 99 EDMONDS NAVIX PROJECT NUMBER: 50-382-011 PROJECT ADDRESS 23326 HIGHWAY 99 EDMONDS, WA 98026 STAMP 2 BLD2018-1622 REVISIONS REV ISSUED FOR: DATE CONSTRUCTION SET 02.18.20 2 RFI 008 06.09.20 3 POST PERMIT REVISION 08.27.20 4 POST PERMIT REVISION 9.16.20 5 POST PERMIT REVISION 10.21.20 0 0 SECTION, TOWNSHIP, RANGE: SW %4, NE %4, SEC 31, T 27 N, RANGE 4 EAST, W.M. PROJECT TEAM REVIEWED BY: J. TAFLIN DESIGNED BY: A. TSAI K. GREKOV SHEET NAME DRY UTILITY PLAN SHEET NUMBER C7.00 .. 0 0 40 E CL I_ Q cl, ace 0 0 z 0 C7 U wN AA 0 c 0 E LL, 0 L as NAVIX SITE j CIVIL 11235 s.e. 6th street I suite 150 bellevue, wo 98004 425,453.9501 f: 425-453-8208 www.novixeng.com CLIENT/OWNER GRE EDMONDS, LLC PROJECT NAME HWY 99 EDMONDS NAVIX PROJECT" NUMBER: 50-382-011 PROJECT ADDRESS 23326 HIGHWAY 99 EDMONDS, WA 98026 STAMP 10 T/ (j REVISIONS REV --1 ISSUED FOR: DATE ' BUILDING PERMIT INTAKE 12.18.18 2 BUILDING PERMIT INTAKE 2 02.07.19 _ 3 DEVELOPER EXTENSION 04.17.19 4 BUILDING PERMIT RESUBMITTAL 05.17.19 5 BUILDING PERMIT RESUBMITTAL 2 07.30.19, 6 BUILDING PERMIT RESUBMITTAL 2 ;07.30.19 7 RIGHT-OF-WAY PERMIT 108.28.19 8 BUILDING PERMIT RESUBMITTAL 4 11.07.19 SECTION, TOWNSHIP, RANGE: SW I4, NE 1/4i SEC 31, T 27 N, RANGE 4 EAST, W.M. PROJECT TEAM REVIEWED BY: DESIGNED BY: SHEET NAME J. TAFLIN H.RODRIGUEZ R. HILL CRY UTILITY PLAN SHEET NUMBER C7.10 CD N I 0 CV 0 N N U 0 0 0 r` U 0 / Cn 0 E w 0 W W � Q i I o, � \ O Do OO (1) 2" ECD s (1) 2" ECD TO BLDG ELEC PANEL D 0 ° C© �F �TGOI TCOI-�kTGO�F k E k E E tk EXISTING FIRE HYDRANT TO BE REMOVED AND D STREET LIGHT REPLACED HANDHOLE O � O I U W PES Y=aRG W W '" E 398.54U) y 99 NOTES DECORATIVE STREET LIGHT AND LUMINAIRE SEE NOTE 4 1. ELECTRICAL AND TELECOM INFRASTRUCTURE REQUIRED FOR UNDERGROUNDING THE EXISTING OVERHEAD LINES ALONG THE PROJECT FRONTAGE IS BEING COORDINATED WITH SNOPUD, WAVE, FRONTIER, AND COMCAST. INFORMATION SHOWN HERE IS BASED ON SNOPUD, WAVE, FRONTIER, AND COMCAST PLANS. SEE JOINT -UTILITY TRENCH PLANS FOR MORE DETAIL. 2. CONTRACTOR SHALL INSTALL APPROPRIATE EROSION A SEDIMENT CONTROL MEASURES, RESTORE RIGHT-OF-W PER CITY OF EDMONDS STANDARDS, AND RESTORE LANDSCAPE TO LIKE OR BETTER CONDITIONS. 3. CONTRACTOR SHALL MAINTAIN 1' MINIMUM SEPARATION BETWEEN DUCT BANKS. 4. CONTRACTOR SHALL MAINTAIN SEPARATION TO OTHER UTILITIES PER SNOPUD AND CITY OF EDMONDS STANDARDS. 5 5. FULL CONCRETE PANEL REPLACEMENT REQUIRED. SEE DETAIL 2/C7.12. PANELS SHALL BE REPLACED TO FULL DEPTH TO MATCH EXISTING. REPLACE ANY EXISTING CHECK DAMS PER DETAIL. COORDINATION WITH CHC REQUIRED PRIOR TO PANEL REPLACEMENT. LEGEND PROPERTY LINE \ BUILDING LINE Z PROPOSED FRONTIER O Z Q CONCRETE CURB TELECOM VAULT N, O (2) 4" COMM IN (N) 0 5 10 20CHAINLINK FENCE ` Z (3) 4" COMM OUT (S) (COMCAST AND WAVE COMM TO BE ASPHALT PAVING C)INSTALLED UNDER F�TGE ULT) CONCRETE PAVING jZ SCALE: 1 inch =10 ft. .' CONCRETE SIDEWALK PROPOSED TELECOM (2) 4 �-N . LANDSCAPE VAULT �� DUCTBA c� � PROPOSED COMCAST C \\ I NEW PERVIOUS CONCRETE (1) 4 COMM � E � PROPOSED GENERATOR PAD TELECOM VAULT n -p �-- O (1) 4" COMM >� I TCOM— PROPOSED TELECOM CONDU T (2) 4 COMM IN (N) Z (1) 4" COMM �� ` PROPERTY LINE, TYP (3) 4" COMM OUT (S) -� - \\ PROPOSED POWER CONDUIT (FRONTIER AND WAVE COMM TO BE W F g� INSTALLED UNDER COMCAST VAULT) c9 I TCOIv� INSTALLED TELECOM CONDUI 10' SNOPUD ° (3) 4" COMM � I INSTALLED POWER CONDUIT `� v EASEMENT (TYP) 0 1� F DUCTBANK E SNOPUD VAULT TO BE ADJUSTED SOUTH, 6� = I 0 5 10 20 4 J �% E E ► E `o ELECTRICAL VAULTS CLEAR OF EX STORM. STORM TO ROUTE (1) 4 OMM F �s_ SOUTH OF VAULT (FRO TIER) I Z 1F2.67' F (1) #" COMM � F E � (Co ICAST) SC E: inc =10 0 O o f k .° 11 k F k 4.67' (2) 4 ECD PERVIOUS CONCRETE DUCTBANK G I EX 12" SD PER AS -BUILT D PANEL REPLACEMENT (6) 4" COMM X 12 4' DEEP SEE NOTE 5 _ ( ) _ —I O , =� - VERIFY IN FIELD D p ° ( E�D e ` (2) 6„ ECD °o ° o °o °°o °o °°o °o °°o °°o °°o o �4$7- _ — SD — ° ° ° ° ° ° ° ° ° ° ° ° CROSSING ° DUCTBANK G °o °�°o°°° °°o°o°�°o°o°�°o°o°°o ° SEE' DETAIL 1 7nx DUCTBANK H o°° oo Q °°° o° oo°° °o°„.EXISTING UTILITY �L p j > (2� 6 ECD WAVE °o°000°°off °000°°o°°o°�°o°000 i ccs� FTR a POLE TO REMAIN ° ° o D C7.111 D DUCTBANK. H ;C A ° :TCO TCO. ° TCO TCO ° ° ° ° ° °° 0 5'x2. e 3'x5' � Q ID — — — ---- — ---- 0 0 0 0 0° o°o° k F F � E E E � k �� F � E p » REPAIR LANDSCAPE TO O EX 6 WATER `� F ° PROPOSED WAVE EX CONDITION _ 2 6" ECD CONCRET IE = 399.48 z F F kTCONk T�C�M��YCON —e NCO 0 TQO� k F k F F F E F o IN o o I DUCTBANK H E F E E E k k E D TELECOM VAULT w TEMPORARY ACCESS PIT PER POTHOLE Of w o " T (S) APPROX 3 X5 I Q �Ld 6Z4" COMM _ _ _ (3) 6�ECD - _ _ _ _ _ _ (9) 4" COMM Q_ (INSTALLED PER �2j4 ECD I I (6) 4 COMM (2) 4" ECD (COMCAST AND FRONTIER (6) 4 COMM DUCTBANK F COMM 10 BE INSTALLED (1) 4" ECD 1 2 14" COMM EX 10" WATER o z DU INSTALLED PER SD I DDUCTBANK C DUCTBANK A DUCTBANK C ER WAVE VAULT D I () IE =POT 399.31 H6t� o DUCTBA H 2 DUCTBANK A DETAIL) I I S 6 (8) 4 COMM COMCAST) SS - - -j _ D ANK J __4I SS SS 6 4" COMM C4.20 I 0 I IE= 399.83 PER ROTHDIF (INSTALLED PER �i\ CROSSING DUCTBANK A DETAIL) REPLACE CONC BORING UNDER I DRIVEWAY PER COE ST SEE DETAIL 1 IVWAY STD EX 99 BY EX 12" CONIC SS DETAIL TR 544 TYPE IV CONTRACTOR 1 I IE= 397.43 SHEET C7.11 ( ) SEE DETAIL 1 I PER POTHOLE 6/C7.12 o CITY OF EDMONDS DECORATIVE LIGHTING DESIGN IS NOT COMPLETE. SEPARATE CORRESPONDENCE WILL BE PROVIDED ON DESIGN AND INSTALLATION REQUIREMENTS. (3) 4" COMM EACH (1) 4" COMM (FRONTIER) TO HANDHOLE EX. UTILITY POLE `(1) 4" COMM (COMCAST) TO POLE (2) 4" ECD (2) E (1 ) ff LUL PAVEMENT PATCHING 1 PER WSDOT 120-4a 1 SEE SHEET C7.12 I (1) 4" ECD I i (2) 4" COMM 1 0 �_f) (FRONTIER AND O COMCAST) I � o I Q� I uO Q I I •� I I APPROXIMATE LOCATION 0 1 0 1 EXISTING POLE. POLE TO BE I I_ REPLACED BY SNOPUD OPUD -, CONCRETE of ACCESS TO SCL INFRASTRUCTURE TO BE PERFORMED UNDER SCL ACCESS RIGHTS AND ROW PERMIT 2020ENG-091 '-BORING UNDER HWY 99 POWER SCHEMATIC LAYOUT DETAIL SNOPUD JUNCTION VAULT EX. UTILITY POLE 61 LEVEL 3 FIBER OPTICS ELEV= 391.08 POTHOLE X 18" CONC SS REVISION ONLY - DRY UTILITIES E= 399.81 PER POTHOLE EX 12" WATER IE= 399.53 PER POTHOLE EX 18" CONIC SDIE= IE= 398.04 CURB RAMP PER POT REPLACEMENT PER ADA AND CITY CONCRETE SIDEWALK STANDARDS PER COE STD PLAN p TR-531 FORM INSPECTIONS REPLACE SIDEWALK REQUIRED PRIOR TO NEAREST JOINT TEMPORARY ON EACH SIDE, TYP TO POUR ACCESS PIT (APPROX 3'x5') COORDINATE WITH PROPERTY OWNERS AS NEEDED DUE TO I M PACTS TO DRIVEWAYS RESUB 2 REVISION Oct 26 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED 04 1 /04/2020 N"IX SITE I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wo 98004 t: 425.453.9501 1 f: 425-453-8208 www.navixeng.com CLIENT/OWNER GRE EDMONDS, LLC PROJECT NAME HWY 99 EDMONDS NAVIX PROJECT NUMBER: 50-382-011 PROJECT ADDRESS 23326 HIGHWAY 99 EDMONDS, WA 98026 STAMP REVISIONS REV ISSUED FOR: DATE CONSTRUCTION SET 02.18.20 2 POST PERMIT REVISION 07.17.20 3 POST PERMIT REVISION 08.27.20 4 POST PERMIT REVISION 09.16.20 5 POST PERMIT REVISION 10.21.20 SECTION, TOWNSHIP, RANGE: SW Y4, NE Y4, SEC 31, T 27 N, RANGE 4 EAST, W.M. PROJECT TEAM REVIEWED BY: J. TAFLIN DESIGNED BY: A. TSAI K. GREKOV SHEET NAME DRY UTILITY PLAN SHEET NUMBER C7.10 TELECOM SCHEMATIC BORING UNDER LAYOUT DETAIL HWY 99 CITY ENGINEERING DIVISION E Q 0 N 0 N 0 N N U 0 0 0 r` U N N a N / rn N / N N i 7i C W 0 cn 0 W / 0 c- cn / ��_i P_oF_vLLEECo� CONDUIT TOP OF DUCTBANK A/ PROPOSED GRADE BOTTOM OF TELECOM 410 PROPOSED GRADE 410 410 CONDUIT TOP OF TELECOM EXISTING GRADE 8" STORM TOP OF DUCTBANK A/ EXISTING GRADE CONDUIT IE: 402.94 BOTTOM OF TELECOM TOP OF DUCTBANK A/ CONDUIT BOTTOM OF TELECOM FCONDUIT ro QR 405 405 405 12" STORM � IE: 401.77 4 N - Z_ 8" SEWER 00 400 400 400 IE: 401.58 6 395 395 395 1.67' DUCTBANK (3) 6" ECD (2) 4" ECD 390 Y3 CO N td- iCXD CD O O 1$9-90 DUCT BANK PROFILE (AT FIRE HYDRANT) VERTICAL: 1" = 5' HORIZONTAL: 1" = 10' 435 430 425 420 415 8" WATER IE: 409.25 410 12" STORM I E: 410. 405 1.36' DUCTBANK (2) 4" ECD (2) 4" COMM PROPOSED SIDEWALK FINISH GRADE SURFACE 'COMPACTED BACKFILL 4 CDF BACKFILL PER SNOPUD STDS TOP OF CONDUIT— O OT � o U > BOTTOM OF CONDUIT-2"p :z (6) 4" ECD � I CONDUIT WITHIN RECTANGLE rv1 I N IS NOT PRESENT IN DUCTBANK B - 2» BOTTOM OF DUCT BANK 3" 2.17' (3) 6" ECD, (2) 4" ECD DUCTBANK A (INSTALLED) NOTE: INSTALLED DUCTBANK B IS SIMILAR TO INSTALLED DUCTBANK A EXCEPT 4" CONDUIT WITHIN DASHED RECTANGLE IS NOT PRESENT INSTALLED SNOPUD DUCT BANKS 400 1.33' SNOPUD DUCTBANK (2) 4" ECD DUCTBANK D 390 2+89 EXISTING GRADE cq 0 T 12" STORM IF, 415.44 8" SEWER CE: 412.71 390 __V_T0_P_\6_FTELl6_0M CONDUIT 0.81' DUCTBANK TOP OF DUCTBANK A/ (3) 6" ECD BOTTOM OF TELECOM (2) 4" ECD CONDUIT 1.67' DUCTBANK (3) 6" ECD (2) 4" ECD N coFo Co N Co CD O O O 3+76 4+00 DUCT BANK PROFILE VERTICAL: 1" = 5' HORIZONTAL: 1" = 10' 435 EX. 12" STORM IE: 430.18 O co N N CD 00 Co I� Nj CO O CO N r7 I� O `J_ O N N N N r7 r7 � Nt Nt 5+50 6+00 DUCT BANK PROFILE PROPOSED SIDEWALK COMPACTED BACKFILL OR PAVEMENT, PER PLAN :� TOP OF CONDUI Lli �cn Uf o� w COMPACTED BACKFILL z o z � z n 710 TOP OF CONDUIT— 0 BOTTOM OF CONDUIT — __�2" " 3" 1.33' (6) 4" COMM DUCTBANK C COMPACTED BACKFILL TOP OF CONDUIT - BOTTOM OF CONDUIT- VERTICAL: 1" = 5' HORIZONTAL: 1" = 10' 0.83' (2) 4" COMM, (2) 4" ECD DUCTBANK D OF DUCTBANK CDF BACKFILL )TTOM OF DUCT BANK COMPACTED BACKFIL TOP OF DUCT BE CDF BACKFILL BOTTOM OF DUCT BE COMPACTED BACKF TOP OF CONDUIT - (3) 4" COMM (2) 4" ECD DUCTBANK E DUCTBANK G SNOPUD/ COMMUNICATIONS DUCT BANKS 5 _/\7 7+00 I- (9) COMM, (2) 6" ECD DUCTBANK F COMPACTED BACKFIL TOP OF DUCT BAP CDF BACKFILL BOTTOM OF DUCT BAP 430 425 420 415 410 405 400 7+40 COMPACTED BACKF CDF BACKFILL TOP OF CONDUIT - (2) 6" ECD DUCTBANK H I- -I (8) COMM, (2) 6" ECD DUCTBANK J 410 405 400 395 390 Ln 06 0 4+67 CDF BACKFILL REVISION ONLY - DRY UTILITIES APPROVED FOR CONSTRUC CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED �11 /04/2020 BY: CITY ENGINEERING DIVISION RESUB 2 EVISION Dct 26 2020 CITY OF EDMONDS VELOPMENT SERVICES DEPARTMENT TION N"IX SITE CIVIL 11235 s.e. 6th street I suite 150 bellevue, wo 98004 t: 425.453.9501 f: 425-453-8208 www.navixeng.com CLIENT/OWNER GRE EDMONDS, LLC PROJECT NAME HWY 99 EDMONDS NAVIX PROJECT NUMBER: 50-382-011 PROJECT ADDRESS 23326 HIGHWAY 99 EDMONDS, WA 98026 STAMP REVISIONS REV ISSUED FOR: DATE CONSTRUCTION SET 02.18.20 2 POST PERMIT REVISION 07.17.20 3 POST PERMIT REVISION 08.27.20 4 POST PERMIT REVISION 09.16.20 5 POST PERMIT REVISION 10.21.20 0 0 SECTION, TOWNSHIP, RANGE: SW Y4, NE Y4, SEC 31, T 27 N, RANGE 4 EAST, W.M. PROJECT TEAM REVIEWED BY: J. TAFLIN DESIGNED BY: A. TSAI K. GREKOV SHEET NAME DRY UTILITIES DETAILS SHEET NUMBER C7.11 0 0 CAI 0 cV CV U 0 n 0 0 U O :yzo �L EX 18" CONIC - 415 IE= 398.04 EXISTING 6" CURB 410 Im 405Lo --------� - - 400 395 I HWY 99 EX 12" WATER IE= 398.53 CL HWY 99 EX 18" CONC IE= 399.81 --- Z------ -- - --------- Lo Ln z EX 12" CONC IE= 399.83 EX 12'' CONC IE= 397.43 --- ��>_ =01 It 415 10' -EX 10" WATER SNOPUD IE = 399.31 EASEMENT 410 EX 6" WATERI IE= 399.48 Lo 405 i 1 400 5' MIN DEPTH 395 390 I I 5 MIN DEPTH BEHIND SIDEWALK, TYP �� 390 UNDER PAVEMENT TEMPORARY ACCESS PIT DIRECTIONAL BORING 7 385 LEVEL 3 FIBER OPTIC 385 C7.11 TOP ELEV= 391.08 380 380 TEMPORARY ACCESS PIT Directional Drill Allignment LOOKING SOUTH 375 SCA.I-F 375 HORIZONTAL: 1 "=10' VERTICAL: 1 "=10' 370+00 0+25 0+50 0+75 1+00 1+251+2970 DIRECTIONAL DRILL PROFILE (LOOKING SOUTH) NOTES: 6 HORIZONTAL: 1'=10" VERTICAL: 1"=10' 1. UTILITY SIZES AND DEPTHS INDICATED PER CONTRACTOR POTHOLING PERFORMED IN JUNE 202 HINU UUININtUIIUINJ IMLUHLIJU `UINUIJIUNULU JUIL OR FIELD -LOCK GASKETS fIOIVA nAI/rA/FAIT nATnIi nr-n 1 CONTINUOUS 10"X10" ASPHALT SUB -PAVEMENT BERM. SET PERPENDICULAR TO SLOPE WHERE PAVEMENT FINISHED SLOPE IS 27 OR GREATER PER THE CHECK DAM SPACING TABLE. DAMS MAY ALSO BE CONSTRUCTED OUT OF LOW PERMEABILITY NATIVE OR IMPORTED SOIL. FIRM & UNYIELDING SUBGRADE 11" THICK 0.5" TO 2.5" UNIFORMLY GRADED, WASHED, ANGULAR CRUSHED STONE (AASHTO NO. 3) S" 4,000-PSI POROUS CONCRETE EXISTING PERVIOUS CONCRETE PANEL SECTION (FROM CHC AS-BUILTS) N.T.S. 1`1V IC G CROSS SECTION (1) 4" SCH. 40 ELEC CONDUIT NTS LEGEND OA EXISTING HMA (HOT MIX ASPHALT) OR PCCP (PORTLAND CEMENT CONCRETE PAVEMENT). O HMA CLASS I/z INCH OR PCCP: DEPTH AND MATERIAL SHALL MATCH EXISTING PAVEMENT. REMOVAL AND REPLACEMENT LIMITS OF PAVEMENT TO BE DETERMINED AT THE TIME OF UTILITY PERMIT/FRANCHISE REVIEW. OC APPROVED BACKFILL MATERIAL OR CDF (CONTROL DENSITY BACKFILL) OR AS SPECIFIED BY WSDOT. OD BEDDING MATERIAL DEPTH BENEATH THE PIPE/CASING SHALL BE SIX (6) INCHES. ADDITIONAL PIPE BEDDING SHALL BE PLACED EQUAL TO HALF THE DIAMETER OF THE PIPE/CASING OR SIX (6) INCHES, WHICHEVER IS LESS. O EXISTING CRUSHED SURFACING BASE COURSE. OF CRUSHED SURFACING BASE COURSE DEPTH SHALL MATCH DEPTH OF EXISTING CRUSHED SURFACING BASE COURSE. OG HMA BUTT JOINT REQUIRES TACK, SEAL, AND SAND. FOR PCCP, REFER TO GENERAL NOTE 5. BACKFILL VOIDS WITH GROUT (2) 4" SCH. 40 COMM CONDUIT 14" - 16" DIA BORING DIRECTIONAL DRILL TYPICAL SECTION EDGE PAVEMENT ................ .OF . . GENERAL NOTES 1. TRENCHING AND PIPE INSTALLATION SHALL MEET THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 7-08. EDGE OF LANE 2. MAXIMUM TRENCH WIDTH SHALL NOT EXCEED CASING/PIPE DIAMETER PLUS AN ADDITIONAL ONE (1) FOOT ON EITHER SIDE. 3. COMPACTION SHALL BE METHOD "C" PER STANDARD SPECIFICATION SECTION 2-03.3(14)C. • - - • - • - - • - • • - • - 4. MINIMUM DEPTH SHALL BE SIXTY (60) INCHES FROM THE FINISHED SURFACE TO TOP OF CASING. - •• - S. PCCP SHALL BE REPLACED TO THE NEXT PANEL JOINT IN EACH DIRECTION AS APPROVED BY ��J/�- / WSDOT. ALL WORK SHALL BE AS SPECIFIED IN WSDOT STANDARD SPECIFICATION SECTION 5-01.3(4). SAW CUT SAW CUT 6. WHEN CONNECTING TO AN EXISTING FACILITY UNDER THE PAVEMENT, PAVEMENT RESTORATION MAY, AT THE DEPARTMENT'S DISCRETION, INCLUDE THE FULL LANE WIDTH AND ENCROACHED SHOULDER. EDGE OF TRENCI EDGE OF TRENCH 7. CASING PIPES SHALL EXTEND A MINIMUM OF SIX (6) FEET BEYOND THE TOE OF FILL SLOPES, BOTTOM EDGE F LANE OF DITCHLINE, OR OUTSIDE OF CURB. 8. TACK ASPHALT PER WSDOT STANDARD SPECIFICATION 5-4.3(5)A. EDGE OF PAVEMENT' PLAN VIEW NTS OPEN CUT DETAIL PAVEMENT REMOVE/PAVEMENT REPLACE LIMITS CROSS SECTION A -A NTS LEGEND OA EXISTING HMA (HOT MIX ASPHALT) OR PCCP (PORTLAND CEMENT CONCRETE PAVEMENT). OB HMA CLASS % INCH OR PCCP: DEPTH AND MATERIAL SHALL MATCH EXISTING PAVEMENT. REMOVAL AND REPLACEMENT LIMITS OF PAVEMENT TO BE DETERMINED AT THE TIME OF UTILITY PERMIT/FRANCHISE REVIEW. O CDF (CONTROL DENSITY BACKFILL). OD EXISTING CRUSHED SURFACING BASE COURSE. OE CRUSHED SURFACING BASE COURSE DEPTH SHALL MATCH DEPTH OF EXISTING CRUSHED SURFACING BASE COURSE. O HMA BUTT JOINT REQUIRES TACK, SEAL, AND SAND. FOR PCCP, REFER TO GENERAL NOTE 5. OG EXISTING MATERIAL. EDGE OF PAVEMENT GENERAL NOTES ................. i ......... 1. COMPACTION SHALL BE METHOD "C" PER STANDARD SPECIFICATION SECTION 2-03.3(14)C. I OPEN CUT I SHOULDER 2. PCCP SHALL BE REPLACED TO THE NEXT PANEL JOINT IN EACH DIRECTION AS APPROVED BY POTHOLE WSDOT. ALL WORK SHALL BE AS SPECIFIED IN WSDOT STANDARD SPECIFICATION SECTION 5-01.3(4). 3. TACK ASPHALT PER WSDOT STANDARD SPECIFICATION 5-4.3(5)A. EDGE OF LANE 4. ALL POTHOLES SHALL BE VERTICAL AND NO LARGER THAN 12" DIAMETER. 5. ALL POTHOLE LOCATIONS SHALL BE BACKFILLED AS DESCRIBED IN THE LEGEND SECTION ABOVE. ............................... GE 6. ALL POTHOLES SHALL BE VACTORED USING AIR ONLY; HYDRO EXCAVATION AND WATER -JETTING SHALL NOT BE ALLOWED. -� 7. ALL POTHOLE LOCATIONS SHALL BE 5' MINIMUM AWAY FROM THE NEXT NEAREST POTHOLE. EDGE OF SHOULDER OPEN CUT DETAIL PLAN VIEW FOR POTHOLE NTS WSDOT PAVEMENT RESTORATION N.T.S. 1 "=0.5' O CONCRETE CURB AND GUTTER OR 16" DRIVEWAY VERTICAL CURB (TO MATCH EXISTING WIDTH VARIES CURBING) SHALL EXTEND TO END OF w RADIUS. ON -SITE CURB SHALL START �i AT END OF RADIUS PER DESIGN. RADIUS VARIES TRANSITION 0 REFER TO COE STD PANEL U 3 DTL TR-540 FOR O I o APPLICABLE RAMP J=U) _ ��Lo A A % 2' MIN SAWCUT r1" HMA j 4 4 DRIVEWAY APPROACH B. MA 112" � 4" CSTC" 24" SECTION A -A In LIJ CONCRETE CURB AND GUTTER PLACE FULL DEPTH EXPANSION JOINT BETWEEN CURB/GUTTER AND HIGH TRAFFIC LOAD GUTTER, IF WING AND CURB/GUTTER ARE NOT POURED AS ONE UNIT NO. 5 REBAR 36" O.C. 00 Qa 2" 2" J 2" NO. 5 REBAR ® 12" O.C. SECTION A -A REBAR DETAIL NOTES: 1O CURB/GUTTER AND WING FOR HIGH TRAFFIC LOAD GUTTER MAY BE POURED AS ONE UNIT. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2O CONCRETE SHALL BE CLASS 3000. 3O FINISH SHALL BE LIGHT BROOM. 4O CITY ENGINEER SHALL DETERMINE APPLICABLE COMMERCIAL TYPE ENTRANCE BASED ON LOCATION AND OTHER SITE CONDITIONS. O5 DRIVEWAY WIDTHS TO BE CONSISTENT WITH CITY STD DETAIL TR-541. DRIVEWAY WIDTH DOES NOT INCLUDE RADIUS. O6 FULL DEPTH EXPANSION JOINTS SHALL BE PLACED IF WIDTH OF OPENING EXCEEDS 15'. O7 INSTALL MINIMUM 5-FT TRANSITION PANEL BETWEEN DRIVEWAYS AND WHEN CONNECTING TO EXISTING SIDEWALK. O8 REINFORCING STEEL SHALL BE GRADE 60. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT :1051[9[•]Ilk [•1Ilk Iwm91:4rai lIIIIIlSIM RESUB 2 REVISION Oct 26 2020 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT REVISION DATE DRIVEWAY APPROACHJSANUARY J2018 TYPE IV ION TA D ET�Et 26j 020 CITY EONDS EERVICES APPROVED BY: R. ENGLISH TR .,r APPROVED FOR CONSTRUCTION CITY OF EDMONDS ENGINEERING DIVISION DATE: APPROVED AS NOTED 1 /04/2020 CITY ENGINEERING DIVISION N"IX SITE I CIVIL 11235 s.e. 6th street I suite 150 bellevue, wa 98004 t: 425.453.9501 f: 425-453-8208 www.novixeng.com CLIENT/OWNER GRE EDMONDS, LLC PROJECT NAME HWY 99 EDMONDS NAVIX PROJECT NUMBER: 50-382-011 PROJECT ADDRESS 23326 HIGHWAY 99 EDMONDS, WA 98026 STAMP LLI 41871 A`SSIONAL /6-912//26-9 REVISIONS REV ISSUED FOR: DATE CONSTRUCTION SET 02.18.20 3 POST PERMIT REVISION 08.27.20 4 POST PERMIT REVISION 9.16.20 5 POST PERMIT REVISION 10.21.20 0 90 SECTION, TOWNSHIP, RANGE: SW%4,NE%4,SEC 31,T27IN, RANGE 4 EAST, W.M. PROJECT TEAM REVIEWED BY: J. TAFLIN DESIGNED BY: A. TSAI K. GREKOV SHEET NAME DRY UTILITIES DETAILS SHEET NUMBER C7.12