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ENG2020-0212 APPROVED REVISION 1 TO PERMITOF WAY EUC PERMIT PERMIT NUMBER City of Edmonds AveRIGHT 9:01 1 1 www.cityofedmonds.gov Description: COMCAST-BORE FROM POLE TO PROVIDE U.G. SERVICE (REVISION 1) ISSUED: 07/02/2020 Address: 9617 FIRDALE AVE EDMONDS WA 98020-6519 EXPIRES: 08/11/2021 rmit Type: RIGHT OF WAY EUC Permit Subtype: MINOR Parcel Number: 00449900000100 i 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 FIRDALE ASSOCIATES LLC 9500 ROOSEVELT WAY NE #100, SEATTLE WA 98115 FEE INFORMATION DESCRIPTION AMOUNT PAID CITY TECHNOLOGY FEE CHARGED PER PERMIT $40.00 $40.00 ENGINEERING INSPECTION FEE $110.00 $0.00 ENGINEERING INSPECTION FEE $110.00 $110.00 ENGINEERING REVISION REVIEW FEE $55.00 $0.00 RIGHT OF WAY MINOR - EUC PERMIT FEE $110.00 $110.00 REQUIREMENTSin 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. 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. THIS DOCUMENT IS NOT VALID UNTIL FEES ARE PAID AND THE CITY ENGINEER OR HIS/HER DEPUTY HAS SIGNED BELOW J. MaJu4ga/ 2/11 /2021 RELEASED BY DATE Revision 1 issued 2/11/2021. Permit expires 8/11/2021. Printed: Thursday, February 11, 2021 12:48:26 PM 1 of 2 -KRWOF WAY EUC PERMIT City of • • • Ave•:• •ENG2020-021 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. Contractor/Owner shall be responsible for repair/replacement of all damage to utilities and/or DAMAGE TO FRONTAGE frontage improvements in city right of way per city standards that is caused by or occurs during the IMPROVEMENTS permitted 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 REQUIRED Maintain erosion & sediment control per city standards. 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 HOLD HARMLESS any and all claims for damages of whatever nature, arising directly or indirectly from the issuance of 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 to 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. UNDERGROUND UTILITY Call for locates of underground utilities prior to any excavation. LOCATES • �� INSPECTION TYPE DATE RESULT NOTES Ir COMPLETE X-2 ENGINEERING FINAL** E-7 TRAFFIC CTRL A-1 JOB START E-7 RESTOR LIMITS Printed: Thursday, February 11, 2021 12:48:26 PM 2 of 2 0 \:L L?,11(7. INC. I sc) u RECEIVED 6/11/20 ROW PERMIT NO.: ENG2020-0212 ISSUE DATE: 7/2/20 RIGHT-OF-WAY CONSTRUCTION PERMIT APPLICATION PROJECT NAME: 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 ADDRESS OR INTERSECTION OF CONSTRUCTION: 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.PERM ITTING@CABLECOMLLC. NET Liability Insurance Bonded 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, COMCAST, OVWSD): Is this permit part of a blanket permit? ANY ASSOCIATED PERMITS? DESCRIPTION ❑ Other ❑ Yes ❑ No BLD# ENG# Specific) : STARTING AT P REVISION APPROVED FOR BORING FROM POLE ONTO PRIVATE PROPERTY - SEE PAGES 6 -12 ATTACHED 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. RIGHT-OF-WAY CLOSURE AREA TOTAL DURATION (NUMBER OF MONTHS) Sidewalk 48 Hrs + LF X LF SF Alley 72 Hrs + LF X LF SF Parking 72 Hrs + LF X LF SF APPLICANT TO READ AND SIGN *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 possession. *Restoration is to be in accordance with City codes and Standards. All street -cut trench work shall be patched with asphalt or City approved material prior to the end of the workday — NO EXCEPTIONS. Indemnity: The Applicant has signed an application which states he/she hold 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 defense costs and attorney fees by reason of granting this permit. I have read the above statements and understand the permit requirements and acknowledge that I must follow all requirements in order for the permit to be valid. SIGNATURE Aa&_5U Contractor or Agent DATE 6/10/2020 NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE New Ped New Vault ❑ Existing U/G Existing Aerial New U/G New Aerial Existing Interior New Interior TCP Legend Pole Lock Box 1-1 Footage 150' Text Box Text Callout Arrow New Tap Phase Identifier 1 Construction Notes: STARTING AT POLE #1, WE ARE GOING TO OVERLASH APPROX. 65' TO POLE #2. THEN CONTINUE WORK IN PRIVATE PROPERTY. MINIMUM LANE CLOSURE TAPER LENGTH t. L (feet) LUC veorH th.1l Posted Speed (mph) 25 30 35 40 45 1 50 1 SS 1 60 1 65 1 70 $0 10S t50 206 270 ,so %a S50 11 Its 16S 22S 295 4% SSO 605 660 12 125 180 20 122 Sso 600 660 T20 7e0 a60 MINIMUM SHOULDER TAPER LENGTH a U) (foot) SMOULDER ve0TH 00.0 Posted Speed (mph) 2S 1 ID 1 35 W 1 s'! 1 50 $S 1 60 1 65 70 e 40 1 40 1 60 90 1 120 1J0 ISO 160 170 1- 10 ro 1 60 1 90 90 1ISO 170 190 200 220 2s0 USE A MeeMJM I DEVICES TAPER FOR :HOULOER LESS THEN IN. SIGN SPACING - X (1) FREEWAYS 6 EXPRESSWAYS SS 170 MPH 1SOOs RURAL MONAMYS 60 1S5 UP" IMA RURAL ROAM 45 155 UPr1 SOD'a RURAL ROAM S URBAN ARTENALS 35 140 UF'H 35W2 RURAL ROAM S URBAN ARTERIALS 2S 1 W MPH RESIDENTIAL L BUSINESS DISTRICTS 2O0Ys 171 IV" f1REiTS 2S MPH OR LESS IMS W It)ALL SPAC04 MAY BC ADJUSTED TO ACCOLMODATT INTERCHANGE RAIPS.AT•GRADE INTERSECTIONS AND ORMA[WAYS, 0 THIS B►ACe60 MAY BE REWCED IN URBAN AREAS TO FIT RONDYOAY CONDITIONS. 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. CHANNELIZATION DEVICE SPACING feet MPH TAPER TAWkWr 5CM 60 00 ISVS SD 60 2V" 20 W BUFFER DATA LONGITUDINAL BUFFER SPACE 8 .;nf0'Mp", 2S wI Y, 1 40 1 'M I so ss 6o ss ro '. FNGTH Pe.r t55 2:C I 2tO I Kt5 I 7f0 I A25 a55 1 IM 61S 7>0 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE R HOSE TO HT i OST V EH IN�EKPrt .0co oft 45 MPH 6i5S so" > 55 SI►R • 45 Mo." 0-55 W" > » M►H 'W ITv 1TL 7t . 150 OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE —• • • -w— • • • • Z� w INOW AREA ••• q q 12 • • Ul SEE NOTE L e R fari 6Lr 6e ROAD WORK a AHEAD y 65• WMI W420.) 4v RIGHT LANE • CLOSED LEGEND AHEAD It [I TEMPORARY SIGN LOCATION PEDESTRIAN ESCORT TO • TRAFFIC SAFETY DRUM wzasR ASSIST AROUND WORKZONE. �0> SEOUENTUIL ARROW SIGN SINGLE -LANE CLOSURE FOR MULTI -LANE ROADWAYS P M PORTABLE CHANGEABLE MESSAGE SIGN NOT TO SCALE PCMS 1 2 RIGHT 1 Mme LANE AHEAD CLOSURE 20 $EC 7.0 SEC FIELD LOCATE 1 MILE E IN ADVANCE OF LANE CLOSURE S1GNIN& ENGINEERING DIVISION APPROVED AS NOTED 02/10/2021 NOTES 1. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. 2 FXTFND DEVICE TAPER AT US ACROSS SHOULDER. ) DEVICES SHALL NOT ENCROACH INTO THE ADJACENT LANE t USE TRANSVERSE DEVICES W CLOSED LANE EVERY IDEO(FTI (RECOMMENDED). S DEVICE SPACING FOR THE DO%WSTREALI TAPER SIULL.L BE 20' 1 FT) 6 ALL SIGNS ARE BLACK ON ORANGE. fED.AID PROAhO. +-.. wte ,rr26w A~ � 'TC3V PWTTIM BY §A w Dcsm"ED by _ '°' �" Washlnyton Stab ^• CUTERED HY cpvmm By „.,...• ,,,,v, ., Department of Transportation ►Rw. r.ok _ - _ + �• TRAFFIC CONTROL PLAN •-.. Rt C.'. -L /. REVISION DATT by Walkout P2 Task ID JB0000358480 Project Name MIDNIGHT COOKIE Address 9643 FIRDALE AVE EDMONDS X Prepared By: J TAMBANUA Rev. Date RESU B Sheet Number: C3Date: 6/10/2020 ENGINEERED FOR: 0 Project Manager: Chris Olsen ��� FEB 08 2021 q fl - o - 1 9 CableCom ��� CITY OF EDMONDS s C O M C A S T DEVELOPMENT SERVICES DEPARTMENT CONTACTS ADDRESS: 9643 FIRDALE AVE, EDMONDS, WA 98020 PROJECT NAME: JB0000358480 MIDNIGHT COOKIE SITE LOCATION Ism NAUP Know what's below. Call before you dig. CHRIS OLSEN SUPERVISOR CABLECOM CHRIS.OLSEN@CABLECOM.NET 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 1 5 - TYPICALS 6 - SITE PHOTOGRAPHS SCOPE OF WORK: TIE IN NEAR EXISTING UTILITY POLE NEAR 24309 FIRDALE AVE. OVERLASH 55' (SE) TO SECOND EXISTING UTILITY POLE PLACING NEW CATV CABLE. PULL NEW CATV CABLE 25' DOWN RISER. BORE 57' (NE) PLACING NEW 1)-2" CONDUIT AND CATV CABLE. BORE 5' SE) TO PROPERTY LINE PLACING NEW (1)-2" ONDUIT AND CATV CABLE. CONTINUE WORK ON PRIVATE PROPERTY. FEB 08 2021 2 12/28/20 SDK 'LP REVISION # 1 1 12/14/20 SDK TJK ORIGINAL vO. I DATE JENG DESIGNI DRAFTING I COMMENT Comcast C3 7�CG0 CabieCom ENGINEERING CABLECOM SUPERVISOR: CHRIS OLSEN ENGINEERING FIRM: WAECO ENGINEERING PROJECT NUMBER: JB0000358480 LOCATION: 9643 FIRDALE AVE, EDMONDS, WA 98020 SHEET: 1 OF 6 LEGEND LINETYPES — — — — — — CONDUIT — EXISTING ® IN: 0 RISER PB PULBOX —PROPOSED #F TAIL: 0 SEQUENTIAL IN TAIL CALLOUT — — CONDUIT — PROPOSED A AERIAL FIBER — EXISTING A AERIAL FIBER — PROPOSED 0 TELEPHONE 01 �� AERIAL STORAGE —EXISTING R /W RIGHT OF WAY #F OUT: 0 SEQUENTIAL TAIL OUT CALLOUT PARCEL BOUNDARY © POWER VAULT 0 FOC FACE OF CURB c><0 AERIAL STORAGE — PROPOSED EOP EDGE OF PAVEMENT O CATCH BASIN/INLET LE S/W SIDEWALK UOTILITYIO Em POLE ATTACHMENT CALLOUT — EXISTING G GAS OO' VAULT/BUILDING STORAGE — EXISTING W WATER XOX FIRE HYDRANT T TELEPHONE E ELECTRIC / O VAULT/BUILDING STORAGE — PROPOSED POLE NO N A POLE ATTACHMENT CALLOUT — PROPOSED �I GROUND BOND UTILITYI —0111 SEW SANITARY SEWER (SEW) SD STORM DRAIN X Y FENCE STREET LIGHT � POLE ANCHOR/DOWN GUY —EXISTING TV CABLE TV GRAVEL STM STEAM S ; TREE OIL OIL POLE ANCHOR/DOWN GUY —PROPOSED UNK UNKNOWN UTILITY BUSH "" "" GRASS F/0 FIBER OPTIC W W W W W PROPOSED DOWN GUY ON EXISTING ANCHOR W W W W W TEL TELECOMMUNICATIONS HEDGE SYMBOL DESCRIPTION o ASW ASPHALT SIDEWALK FDP TERMINATION — EXISTING o CONCRETE OU MISC. UTILITY a BIP BLACK IRON PIPE o BSP BLACK STEEL PIPE ® UTILITY POLE —EXISTING FDP TERMINATION — PROPOSED 0 CSW CONCRETE SIDEWALK LANDSCAPE BLOCK EOP EDGE OF PAVEMENT ® EOTW EDGE OF TRAVEL WAY POLE — PROPOSED H SPLICE POINT — EXISTING Foc FACE of CURB r r r r FEB 08 2021 HDPE HIGH DENSITY POLYETHYLENE ❑V VAULT —EXISTING r r r r WATER ►� SPLICE POINT — PROPOSED HIT HANDHOLE JB JUNCTION BOX ❑V VAULT — PROPOSED MH MANHOLE UTILITY CONTINUES / SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. MP MILE POST © PEDESTAL — EXISTING 3 1 1 1 AS —BUD. 2 12/28/20 SDK JLP REVISION G/S OFFSET 1 12/14/20 SDK TJK ORIGINAI UTILITY ENDS NO. DATE JENG DESIGNI DRAFTING I COMMEN PVC POLY VINYL CHLORIDE © PEDESTAL — PROPOSED �,�] Know wore you dig. Comcast C3 � Zo-/ ( RGS RIGID GALVANIZED STEEL CONDUIT Call before you dig. C2bieCOm ENGI� ROW RIGHT OF WAY PB PULLBOX — EXISTING #F IN: 0 SEQUENTIAL CALLOUT CABLECOM SUPERVISOR: CHRIS OLSEN OUT: 0 ENGINEERING FIRM: WAECO ENGINEERING STA. STATION PROJECT NUMBER: JB0000358480 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 • • Know what's below. Call before you dig. FEB 08 2021 PARCEL# 00449900000100 9617 FIRDALE AVE CONSTRUCTION NOTES EXISTING UTILITY POLE UP-01 TIE IN NEAR NEAR UP-01 OVERLASH NEW CAN CABLE 55' (SE) TO UP-02 EXISTING RISER AND UTILITY POLE UP-02 PULL NEW CAN CABLE 25' DOWN RISER BORE 57' (NE) PLACING NEW (1)-2" CONDUIT AND CAN CABLE BORE 5' (SE) TO PROPERTY LINE PLACING NEW (1)-2" CONDUIT AND CAN CABLE. CONTINUE WORK ON PRIVATE PROPERTY POTHOLE UTILITY CROSSINGS PRIOR TO BORE RESTORATION NOTES RESTORE SOFT SURFACE TO PRIOR CONTITION RESTORE 4'X4' SECTION OF ASPHALT TO CITY OF EDMONDS STANDARDS FEB 08 2021 SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. Know what's oreyobelow. Call before you dig. 0 10' 20' 2 12/28/20 1 SDK JLP REVISION 111 1 12/14/20 1 SDK I TJK I ORIGINAL NO. I DATE JENG DESIGNI DRAFTIN I COMMENT NGG Comcast CO � zkL/ G0 CableCOm ENGINEERING CABLECOM SUPERVISOR: CHRIS OLSEN ENGINEERING FIRM: WAECO ENGINEERING PROJECT NUMBER: JB0000358480 LOCATION: 9643 FIRDALE AVE, EDMONDS, WA 98020 SCALE: 1"=20' DRAWING NAME: JB0000358480_PRINTS.dwg CONFIDENTIAL/PROPRIETARY SHEET: 4 OF 6 WAN tk", • M4v 1• water �r - ►ice ' 1 r5ilk- A III _ O,�` -, JA MAINTAIN AT LEAST 5' HORIZONTAL AND V VERTICAL SEPARATION FROM ALL CITY AND OVWSD UTILITIES. APPROXIMATE LOCATIONS SHOWN ON GIS MAP. CALL FOR LOCATES. VERIFY CLEAR BORE CROSSINGS. TYPICALS FINAL JOINT SHALL BE A NEAT STRAIGHT HMA CLASS 1/2" LINE. ALL EXPOSED VERTICAL EDGES SHALL BE TACKED NEATLY PER WSDOT STANDARD PG 56H-22 (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 rl TO AVOID UNDERMINING EXISTING PAVEMENT. . �. ......................................... .. EXISTING' HMA '.a �• ............. y MIATF�.RNl40L\\/�\�/�\�/ a a 4' _ EX 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 DIVISION 9 OF THE CURRENT WSDOT STANDARD SPECIFICATIONS FOR BACKFILLING REQUIREMENTS. 2. SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING COMPANIES DOCUMENTING THAT THE BACKFILL MEETS A MINIMUM OF 95X DENSITY PER ASTM 0 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 TYPICAL HMA AND FEBRUARY 2020 CITY OF EDMONDS UTILITY PATCH PUBLIC WORKS STANDARD DEPARTMENT DETAIL g9 APPROVED BY: R. ENGLISH G U— 4 1 0 FEB 08 2021 i y FACING NORTHEAST FROM THE SOUTHWEST SIDE OF FIRDALE AVE l 3/ 57' 3'X4 B i (3� FACING SOUTHEAST FROM THE NORTHEAST SIDE OF FIRDALE AVE SITE PHOTOGRAPHS 3 FACING NORTHEAST FROM THE SOUTHWEST SIDE OF FIRDALE AVE (i> FACING NORTHWEST NEAR 9643 FIRDALE AVE CONSTRUCTION NOTES O EXISTING UTILITY POLE UP-01 2O TIE IN NEAR NEAR UP-01 O3 OVERLASH NEW CAN CABLE 55' (SE) TO UP-02 qO EXISTING RISER AND UTILITY POLE UP-02 O5 PULL NEW CAN CABLE 25' DOWN RISER O6 BORE 57' (NE) PLACING NEW (1)-2" CONDUIT AND CAN CABLE O7 BORE 5' (SE) TO PROPERTY LINE PLACING NEW (1)-2" CONDUIT AND CAN CABLE. CONTINUE WORK ON PRIVATE PROPERTY RESTORATION NOTES qO RESTORE SOFT SURFACE TO PRIOR CONTITION OB RESTORE 4'X4' SECTION OF ASPHALT TO CITY OF EDMONDS STANDARDS FEB 08 2021 • • Know what's below. Call before you dig.