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ENG2020-0393RIGHT OF WAY EUC PERMIT PERMIT NUMBER City of Edmonds ..• • 1 1 1 ' www.cityofedmonds.gov• • Description: COMCAST-BORE AND PLACE NEW VAULT, NEW CONDUIT AND CATV ISSUED: 12/16/2020 CABLE Address: 9607 215TH PL SW EDMONDS WA 98020-3967 EXPIRES: 06/16/2021 Permit Type: RIGHT OF WAY EUC Permit Subtype: STANDARD 71Parcel Number: 27032500115900 NAME TYPE NAME ADDRESS PHONE APPLICANT COMCAST 1525 75TH ST SW, EVERETT WA 98203 (425)921-8201 CONTRACTOR Cablecom LLC 20021 120TH AVE NE, SUITE 101, BOTHELL WA 98011 (360)668-1300 OWNER KANG MYUNGNAM & CHRISTIE HYE 9607 215TH PL SW, EDMONDS WA 98020-3967 JOON FEE INFORMATION DESCRIPTION AMOUNT PAID CITY TECHNOLOGY FEE CHARGED PER PERMIT $40.00 $0.00 ENGINEERING INSPECTION FEE $220.00 $0.00 RIGHT OF WAY STANDARD - EUC PERMIT FEE $330.00 $0.00 REQUIREMENTS REQUIREMENT TYPE NOTES TRAFFIC CONTROL Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must be trained as required by WAC 296-155-305 and must have certification verifying completion of the required training in their posession. RESTORATION Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City approved material prior to the end of the workday - No Exceptions WARRANTY The contractor is responsible for workmanship and materials for a period of one year following the final inspection and acceptance of the work. 77 INSPECTION SCHEDULING: WWW.MYBUILDING PERMIT.COM 24 HR NOTICE REQUIRED INDEMNITY The Applicant has signed an application which states he/she holds the City of Edmonds harmless from injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or any of its departments or employees, including but not limited to the defense of any legal proceedings including defense costs and attorney fees by reason of granting this permit. RELEASED BY THIS DOCUMENT IS NOT VALID UNTIL FEES ARE PAID AND THE CITY ENGINEER OR HIS/HER DEPUTY HAS SIGNED BELOW IiP111111.9'ZIM DATE Printed: Wednesday, December 16, 2020 10:15:38 AM 1 of 2 -KRWOF WAY EUC PERMIT City of • • • www.cityofedmonds. ov/425.771.0220 CONDITIONS CONDITION TYPE Easement and/or permission from adjacent property owner is required prior to entry or work within ADJACENT PROPERTY an adjacent property. It is the owner's responsibility to repair/replace all damage of utilities or frontage improvements in DAMAGE TO FRONTAGE City right of Ways or Easements to City Standards caused by or occurring during the permitted IMPROVEMENTS project. Alert affected residents and/or businesses prior to work start. Verify clear bore crossings. ENGINEERING OTHER Restore landscape to like or better conditions. Call for required inspections as noted. ESC REQ Maintain erosion and sedimentation control per City and SWMMW standard requirements. Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly from the HOLD HARMLESS issuance for this permit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance provision. Sound/Noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits of ECC Chapter 5.30 only during the hours of 7:OOam to 6:OOpm on SOUND OR NOISE weekdays and 10:OOam and 6:OOpm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. All utilities shall be located prior to any excavation. New locates shall be called for if at time of UTILITY LOCATES excavation, original locates are no longer identifiable. INSPECTIONS INSPECTION TYPE DATE RESULT COMPLETE X-2 ENGINEERING FINAL" E-7 RESTOR LIMITS Printed: Wednesday, December 16, 2020 10:15:38 AM 2 of 2 of E L)'tlo v6 RECEIVED 10/6/20 ANC. 19 O ROW PERMIT NO.: ENG 2020-0393 ISSUE DATE: RIGHT-OF-WAY CONSTRUCTION PERMIT APPLICATION PROJECT NAME: WestHaven-9Unit SDU CONTRACTOR: COMCAST - CABLE COM Mailing Address: COMCAST-1525 75TH ST SW EVERETT, WA 98203 CABLE COM 20021 120TH AVE NE BOTHELL. WA 98001 State License #: CABLEL*971DP City Business License #: NR - 021818 CONTACT: COMCAST- JOURDEN LAWRENCE CABLE COM - SUNSHINE CRABBS Phone #: JOURDEN LAWRENCE - 425.921.8201 SUNSHINE CRABBS - 360.312.32559 Fax #: Email #: COMCAST-JOURDEN_LAWRENCE@COMCAST.COM CABLE COM-SNOHOMISH.PERMITTING@CABLECOMLLC.NET Liability Insurance Bonded ADDRESS OR INTERSECTION OF CONSTRUCTION: 9607 215TH PL SW, EDMONDS, WA 98020 ROW WORK ASSOCIATED WITH THE FOLLOWING TYPE OF PROJECT: ❑ Commercial ❑ Subdivision ❑ City Project ❑ Traffic Control (Only) ❑ Multi -Family ❑ Single Family Sf EUC (PUD, VERIZON, PSE, COIVICAST, OVWSD): Is this permit part of a blanket permit? ANY ASSOCIATED PERMITS? ❑ Other ❑ Yes ❑ No BLD# ENG# DESCRIPTION OF PROPOSED WORK (Be Specific) : TIE IN AT EXISTING PEDESTAL NEAR 9607 215TH PL SW. BORE 7' SOUTH AND 143' WEST AND PLACE NEW VAULT NEAR 9617 215TH PL SW. PLACE NEW (1)-2" CONDUIT AND CATV CABLE ALONG ENTIRE 150' BORE PATH. JB0000217502 WAS STREET OVERLAYED WITHIN THE LAST FIVE (5) YEARS? YES ❑ NO ❑ Year: PAVEMENT CUT: ❑ Yes ® No If yes, indicate size of cut: x CONCRETE CUT: ❑ Yes ® No If yes, indicate size of cut: x SIGN SPACING = X RURAL ROADS 45/55 MPH 500'± RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'± RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'± RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'± (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. Pedestrian Escort: Stop work, secure passable ADA compliant pedestrian access on existing sidewalk (4' min.). Clear zone must be free of overhead hazards when pedestrians are moving through the work zone. CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L FEET POSTED SPEED MPH 25 1 30 1 35 1 40 45 1 50 10 105 150 205 270 450 500 11 115 1 165 225 295 495 1 550 12 125 1 180 245 320 540 1 600 AN BUFFER DATA LONGITUDINAL BUFFER SPACE = B TYPE OF TCP: WORK HOURS SPEED (MPH) 125 1 30 1 35 140 1 45 1 50 155 1 60 1 65 70 PHASE OF WORK: BORE/POTHOLE LENGTH (FEET) 115512001250 1305 1360142514951570 1645 730 PARKING FROM 0 ro O TOW AWAYAREA TV STORM MAIN TO VERIFY R7-T39 NO CROSS -BORES AFTER 36"x24" WORK IS COMPLETED. SPEED LIMIT U 6' gg ��6'_'j —66�' 12' 6' • � • 6' ��4 9615 4' 4' 9609 ..L Iv-7 4' 20 . • • • • • • • • • • • • •0 0 • 215TH PL SW W20-1 Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. 1A 9610 X* OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE 9607 -x*- 9603 LEGEND ' TRAFFIC CONES TEMP SIGN LOCATION WORK VEHICLE R7-T39 NO PARK ElWORK AREA 28' ENGINEERING DIVISION APPROVED AS NOTED &.atn�,ae AjW 12/16/2020 NOTES: 1. ALL SIGNS ARE 36" - 48" ACROSS 2. ASTERIX DENOTATES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDNACE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 1 V WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10, 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB 9608 W20-1 ROAD WORK W4-119L X TRAFFIC CONTROL PLAN HOURS OF TCP: 8AM-5PM 24 HR CONTACT: MARCOS POLO CABLECOM MARCOS.POLO@CABLECOMLLC.NET JOB NUMBER: JB0000217502 JOB NAME: 98 AVE BORE DESCRIPTION: POTHOLE UTILITY CROSSINGS. FROM PED BORE TO PRIVATE PROPERTY W20-1 Page 1 of 1 ADDRESS: 9607 215TH PL SW, EDMONDS, WA 98020 PROJECT NAME: J B0000217502 SITE LOCATION room 6" Know what's below. Call before you dig. CONTACTS MARCOS POLO SUPERVISOR CABLECOM MARCOS. POLO@CABLECOMLLC.NET 360.722.2466 SPENCER KARINIEMI PROJECT MANAGER WAECO ENGINEERING SPENCER�WAECOENG.COM 360.722.28 2 SITE INDEX 1 - COVER SHEET/SITE LOCATION 2-LEGEND 3 - GENERAL NOTES 4 - DESIGN VIEW 5/6 - TYPICALS 1/2 7 - SITE PHOTOGRAPHS SCOPE OF WORK: TIE IN AT EXISTING PEDESTAL NEAR 9607 215TH PL SW. BORE 13' (S), 145' rW) AND 4' N) TO NEW VAULT LOCATION. PLAC NEW (1)- " CONDUIT AND CATV CABLE ALONG NEW PATH. PLACE NEW 1730 VAULT VT-01 AT PROPOSED LOCATION. ALL RESTORATION TO MEET OR EXCEED CITY OF EDMONDS STANDARDS. 2 12/10/20 SDK JLP REVISION # 1 1 10/61/20 SDK TRM ORIGINAL dO. I DATE JENG DESIGNI DRAFTING I COMMENT Comcast C3 \�27ML�G0 Cablecom ENGINEERING CABLECOM SUPERVISOR: MARCOS POLO ENGINEERING FIRM: WAECO ENGINEERING PROJECT NUMBER: JB0000217502 LOCATION: 9607 215TH PL SW, EDMONDS, WA 98020 1 OF 7 LEGEND LINETYPES — — — — — — CONDUIT — EXISTING 0 IN: 0 - RISER C>AERIAL STORAGE — EXISTING #F TAIL: 0 SEQUENTIAL IN TAIL CALLOUT CONDUIT —PROPOSED � A AERIAL FIBER — EXISTING A AERIAL FIBER — PROPOSED TELEPHONE 0 �� AERIAL STORAGE —PROPOSED R /W RIGHT OF WAY PARCEL BOUNDARY POWER VAULT #F OUT: 0 SEQUENTIAL TAIL OUT CALLOUT FOC FACE OF CURB O VAULT/BUILDING STORAGE — EXISTING EOP EDGE OF PAVEMENT CATCH BASIN/INLET S/W SIDEWALK POLE NO N A POLE ATTACHMENT CALLOUT — EXISTING G GAS O VAULT/BUILDING STORAGE — PROPOSED UTILITYI 0'-0' W WATER FIRE HYDRANT T TELEPHONE E ELECTRIC GROUND/BOND POLE ANCHOR/DOWN GUY — EXISTING UTOI E NO 0 N 0 POLE ATTACHMENT CALLOUT — PROPOSED SEW SANITARY SEWER (SEW) SD STORM DRAIN X X FENCE STREET LIGHT POLE ANCHOR/DOWN GUY — PROPOSED TV CABLE N GRAVEL STV STEAM TREE OIL OIL ���� PROPOSED DOWN GUY ON EXISTING ANCHOR UNK UNKNOWN UTILITY W W W W W BUSH "" "" GRASS F/0 FIBER OPTIC W W W W W FDP TERMINATION — EXISTING W W W W W TE I- TELECOMMUNICATIONS OU MISC. UTILITY SYMBOL DESCRIPTION ASW ASPHALT SIDEWALK FDP 1 TERMINATION — PROPOSED o CONCRETE UTILITY POLE —EXISTING a BIP BLACK IRON PIPE o BSP BLACK STEEL PIPE NAM POLE —PROPOSED STREET BUILDING CALLOUT CSW CONCRETE SIDEWALK LANDSCAPE BLOCK ------------ ------------ EOP EDGE OF PAVEMENT �V VAULT —EXISTING EOTW EDGE OF TRAVEL WAY H SPLICE POINT — EXISTING FOC FACE OF CURB r r r r HDPE HIGH DENSITY POLYETHYLENE ❑V VAULT — PROPOSED r r r r WATER ►� SPLICE POINT — PROPOSED HH HANDHOLE JB JUNCTION BOX © PEDESTAL — EXISTING MH MANHOLE UTILITY CONTINUES ` / SYABOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. MP MILE POST © PEDESTAL — PROPOSED 3 AS—BUIL 2 12/10/20 SDK JLP REVISION 0/S OFFSET 1 10/01/20 SDK TRIM ORIGINAI PULLBOX —EXISTING � UTILITY ENDS No. DATE ENG DESIGN DRAFTING COMMEN PVC POLY VINYL CHLORIDE PB RGS RIGID GALVANIZED STEEL CONDUIT Knowwhatyudig.below(comca$tCa�� ( C Call before you dig. � ENGin ROW RIGHT OF WAY PB PULBOX — PROPOSED #F IN: 0 SEQUENTIAL CALLOUT CABLECOM SUPERVISOR: MARCOS POLO OUT: 0 ENGINEERING FIRM: WAECO ENGINEERING STA. STATION PROJECT NUMBER: JB0000217502 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) ---- 2016 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 FAXED TO 425-744-6057 OR EMAILED TO JEFF.KOBLYK@EDMONDSWA.GOV. BACKFLOW TESTING SHALL BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER. 22. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS. 23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 24. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. 25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. a Know what's below. Call before you dig. CONSTRUCTION NOTES 1O TIE IN AT EXISTING PEDESTAL PD-01 O FROM PD-01, BORE 13' (S) PLACING NEW (1)-2" CONDUIT AND CAN CABLE 2 BORE 145' (W) PLACING NEW (1)-2" CONDUIT AND CAN CABLE O BORE 4' (N) TO VT-01 PLACING NEW (1)-2" CONDUIT AND CAN CABLE O PLACE NEW 1730 VAULT VT-01 AT PROPOSED LOCATION POTHOLE UTILITY CROSSINGS PRIOR TO BORE RESTORATION NOTES / RESTORE SOFT SURFACE TO PRIOR CONDITION OB RESTORE 4'X4' SECTION OF ASPHALT TO CITY OF EDMONDS STANDARDS TV STORM MAIN TO VERIFY NO CROSS -BORES AFTER WORK IS COMPLETED. (i> SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND OPoENTATION. Know Twhat'sony udig.below., Call before you dig. 0 5' 10' 15' 2 112/10/201 SDK JLP I REVISION # 1 1 10/01/20 1 SDK I TRM I ORIGINAL NO. DATE ENG DESIGN DRAFTING COMMENT comcast C3 �MLC O(D v CabICCOm ENGINEERING CABLECOM SUPERVISOR: MARCOS POLO ENGINEERING FIRM: WAECO ENGINEERING PROJECT NUMBER: JB0000217502 LOCATION: 9607 215TH PL SW, EDMONDS, WA 98020 SCALE: 1"=15' DRAWING NAME: JB0000217502_Prmts.dwg CONFIDENTIAL/PROPRIETARY SHEET: 4 OF 7 TYPICALS 1730 OLDCASTLE POLYMER (formerly H-Series) COVER Style: Flush Solid Material: Polymer Concrete Model: 17" x 30' Weight: Tier 15: 62 lbs. Tier 22: 85 lbs. Std. Fasteners: 1 /2-13 Stainless Steel Hex Head Bolt, Washer and Floating Nut Options: Logos and Special Markings Surface: Slip Resistant Performance: ANSI/SCTE-77. Tier 15 or Tier 22* Cover comes standard with permanent markings for manufacturer, load rating, model size and manufacturing location. BODY Material: Polymer Concrete Model: 17' x 30' Weight: 12" Depth: 65lbs. 18' Depth: 88 lbs. 24' Depth: 114 lbs. Wall Type: Straight Performance: ANSI/SCTE-77 Tier 22 LOAD RATING / NOTES MMEDIUM DUTY ANSIMTE TIER 15 ®HEAVY DUTY ANSI/SC1E MLR 22 For use in non -vehicular traffic situations only Weights and dimensions may vary slightly. Actual load rating is determined by the box and cover combination. 1�1 7 '/6" A MIN WALL THICKNESS I— Bolt Down 11/q" FOOTING Detad A 8 C D E 1730.12 12 17.1/4 30-1/4 28-3/16 15.3/16 1730-18 18 17-1/8 30-1/8 28 15 1730-24 24 17 30 27-3/4 14-3/4 Based upon lid and body combinabor, this unit can be Tier 15 or Tier 22. T22 rating when paired with T22 polyme, concrete lid. 1730 OLDCASTLE POLYMER f formerly H-Series) COVER OPTIONS Oldcastle Polymer, Flush Solid Oldcastle Polymer, Flush 2-Piece Oldcastle Polymer, Flush Pedestal Provision Steel, Solid FASTENER OPTIONS Hex Head Bolt (A) Penta Head Bolt (B) Penta Head Cod Thread Bolt (B) Oldcastle Vandal Resistant Bolt (C) Captive Bolt Retainer ADD ON OPTIONS 410 Polymer Solid 4* Polymer 2-Piece IJ steel Solid Polymer Pedestal Provision J Standard Thread A B C Coil Thread Bolt Retainer (fo(standard thread) EMS Marker Mouseholes/Knockouts Rack Mount J'J J Jr J .. Cable Racks/Cable Arms Unistrut Rack Mount Pulling Eye Pulling Eye - 1,000 lb and 3,000 lb Ground Buss Dividers Racking Provision Cable Rack Unistrut Lid Gaskets* Cable Arm Solid Bottom EMS Marker Ground Bus Custom Marking Plate (Polymer) v! Gaskets ,*bh ureter flow,nto the hm, they do not ma'ee enclosure fully wa:Hpraof © WARNING: Cancer- www P55viarnings.ca gov ' n.i•inr �cnisined rii Ihis ;tM• i= "n^pot a- th:+nrnr. nl nu^Ir..anrn RN10on 11/OC/IA 15 Know what's below. Call before you dig. TYPICALS FINAL JOINT SHALL BE A NEAT STRAIGHT HMA CLASS 1/2- LINE. ALL EXPOSED VERTICAL EDGES SHALL PG 58H-22 BE TACKED NEATLY PER WSDOT STANDARD (SEE NOTES 4 & 5) SPECIFICATIONS 5-04.3(5)A APPROVED TACK OR APPROVED EQUAL AND SEALED PER WSDOT STD 5-04.3(5)C. SLOPE EXCAVATION TO AVOID UNDERMINING EXISTING PAVEMENT. _ ................. "" - " -..! . �: �i- EXISTING •i HMA �.' ............... .............................. a Q EXISTING / // // ' '4 MATERIAL ����� .A IMPORT OR NATIVE MATERIAL CRUSHED SURFACE BASE J COURSE PER FACE STD BACKFILL SHALL BE COMPACTED TO 95% MAXIMUM DENSITY SPEC 9-03.9(3) (SEE NOTE 2) (SEE NOTE 3) TRENCH WIDTH NOTES: 1. SEE CITY OF EDMONDS MODIFICATIONS TO DMSION 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 —� REVISION DATE CITY OF EDMONDS TYPICAL HMA AND FEBRUARY 2020 14-�UTILITY PATCH PUBLIC WORKS STANDARD DEPARTMENT DETAIL �s APPROVED BY: R. ENGLISH G U - 41 0 • • Know what's below. Call before you dig. (> FACING NORTHWEST NEAR 9607 215TH PL SW SITE PHOTOGRAPHS 1> FACING NORTHWEST NEAR 9615 215TH PL SW its_ it _a � 1L � i klxmj-�-145 nJ nJ BORE P d '♦ 1m ( > FACING WEST NEAR 9607 215TH PL SW CONSTRUCTION NOTES O TIE IN AT EXISTING PEDESTAL PD-01 2O FROM PD-01, BORE 13' (S) PLACING NEW (1)-2" CONDUIT AND CAN CABLE ,03 BORE 145' (W) PLACING NEW (1)-2" CONDUIT AND CAN CABLE 4O BORE 4' (N) TO VT-01 PLACING NEW (1)-2" CONDUIT AND CAN CABLE O PLACE NEW 1730 VAULT VT-01 AT PROPOSED LOCATION • • Know what's below. Call before you dig.