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ENG2021-0030 ROW PERMITRIGHT OF WAY EUC PERMIT PERMITNUMBER, City of Edmonds • ••� 1 11 1 www.cityofedmonds.gov Description: COMCAST-PARKING IN ROW (SEE EXPIRED PERMIT ENG2020-0228) ISSUED: 01/28/2021 Address: 1001 5TH AVE S 104A EDMONDS WA 98020-4053 EXPIRES: 07/28/2021 rmit Type: RIGHT OF WAY EUC Permit Subtype: MINOR Parcel Number: 00694700110400 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 HOLLEK LISA BJORN 1001 5TH AVE S UNIT 104A, EDMONDS WA 98020-4053 FEE INFORMATION DESCRIPTION AMOUNT PAID CITY TECHNOLOGY FEE CHARGED PER PERMIT $40.00 $0.00 RIGHT OF WAY MINOR - EUC PERMIT FEE $110.00 $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. 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. MaJutgcv 01/28/2021 RELEASED BY DATE Printed: Thursday, January 28, 2021 1:11:17 PM 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. 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. L I W INSPECTION TYPE DATE RESULT NOTES COMPLETE A 11 JOB START X-2 ENGINEERING FINAL" E-7 TRAFFIC CTRL Printed: Thursday, January 28, 2021 1:11:17 PM 2 of 2 INC. I sc) u RECEIVED JAN 25 2021 ROW PERMIT NO.: ENG 2021-0030 CITY OF EDMONDS ISSUE DATE: 1 /28/21 DEVELOPMENT SERVICES DEPARTMENT 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: 1001 5TH AVE S APT 104 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? ❑ Other ❑ Yes ® No BLD# ENG# DESCRIPTION OF PROPOSED WORK (Be Specific) : PARKING IN RIGHT OF WAY TO ACCESS WORK IN PRIVATE PROPERTY. JB0000289585 Work previously permitted under ENG2020-0228 (expired). 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 iii I III lit 6;Vt94-1� DATE 00806M 1 /25/2021 Contractor or Agent NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE 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. fA 1001 Q 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 35 40 45 50 10 105 150 205 270 450 500 11 115 1 165 225 295 495 550 12 125 1 180 245 320 540 600 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 1 70 PHASE OF WORK: REPLACE PED LENGTH (FEET) 115512001250 1305 1360142514951570 16451730 X. i LEGEND ` TRAFFIC CONES ® TEMP SIGN LOCATION WORK VEHICLE b R7-T39 NO PARK PARKING R7 - T39 FROM 0 36" x 24" ro O TOW AWAYAREA 12' 5TH AVE S 12' 8' 1020 i 1050 OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. 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 TRAFFIC CONTROL PLAN HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KENT HOLLAND CABLECOM 206.914.5047 KENT.HOLLAND@CABLECOMLLC.NET JOB NUMBER: 289585 JOB NAME: 1001 5TH AVE S APT 104 ADDRESS: 1001 5TH AVE S APT 104 EDMONDS WA 98020 DESCRIPTION: REPLACE PED OWNER/CONTRACTOR IS RESPONSIBLE FOR RECEIVED EROSION CONTROL AND DRAINAGE 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. JAN 25 2021 CITY OF EDMONDS ENGINEERING DIVISION DEVELOPMENT APPROVED AS NOTED SERVICES DEPARTMENT JP11 JW,4J,$..44z 01/28/2021 VV Page 1 of 1 ADDRESS: 1001 5TH AVE S APT 104, EDMONDS, WA 98020 PROJECT NAME: J B0000289585 VICINITY MAP v • 1001 Sih Avenue South A Menor� wnea av Bp..- MTer�acee Lake Shoreline (ores Park Kenmore 0 *` s FORSYTH LN D . r< T I m w-, cn jar, , t SITE LOCATION m ir ;w 1 tf!ow - i FIR ST _ I - CONTACTS ABBY HUTCHINSON SUPERVISOR CABLECOM ABBY. HUTCH INSON@CABLECOMLLC.NET 206.963.9236 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-PHOTOS SCOPE OF WORK: REPLACE PEDESTAL WITH SPH1432 DOGHOUSE. JAN 25 2021 1N3W 2JVd317 S3DIAb3S IL I SQ AS —BUILT 2 1 1 REVISION // 1 • 1 6/15/20201 SDK PAK ORIGINAL NO. DATE JENG DESIGN DRAFTING COMMENT slt rE) wjzh�QCdO Know Mhatselow. �mg ablecom Call before you dic� rnci ❑COM S' io Eo%m� . � R: ENGINEERING FIRM: WAECO ENGINEERING PROJECT NUMBER: JB0000289585 LOCATION: 1001 5TH AVE S EDMONDS WA 98020 DRAWING NAME: JB0000289585_Prints.dwg CONFIDENTIAL/PROPRIETARY SHEET: 1 OF 6 LEGEND LINETYPES 01 — — — — — — CONDUIT — EXISTING — RISER �� AERIAL STORAGE —EXISTING POLE NO N A POLE ATTACHMENT CALLOUT —EXISTING UTILITYI CONDUIT —PROPOSED 0'—O" A AERIAL FIBER — EXISTING A AERIAL FIBER — PROPOSED TELEPHONE O C><) AERIAL STORAGE — PROPOSED R /W RIGHT OF WAY PARCEL BOUNDARY POWER VAULT POLE NO N A POLE ATTACHMENT CALLOUT — PROPOSED UTILITYI FOC FACE OF CURB O VAULT/BUILDING STORAGE — EXISTING EOP EDGE OF PAVEMENT CATCH BASIN/INLET S/W SIDEWALK G GAS O VAULT/BUILDING STORAGE — PROPOSED W WATER FIRE HYDRANT GRAVEL T TELEPHONE E ELECTRIC GROUND/BOND POLE ANCHOR/DOWN GUY — EXISTING SEW SANITARY SEWER (SEW) SD STORM DRAIN i� STREET LIGHT X X FENCE POLE ANCHOR/DOWN GUY — PROPOSED GRASS TV CABLE TV STV STEAM TREE PROPOSED DOWN GUY ON EXISTING ANCHOR OIL OIL UNK UNKNOWN UTILITY \�/ BUSH F/0 FIBER OPTIC V o CONCRETE FDP TERMINATION —EXISTING TEI— TELECOMMUNICATIONS OU MISC. UTILITY SYMBOL DESCRIPTION ASW ASPHALT SIDEWALK FDP TERMINATION — PROPOSED UTILITY POLE —EXISTING =--- --- BIP BLACK IRON PIPE LANDSCAPE BLOCK BSP BLACK STEEL PIPE POLE — PROPOSED B06DING BUILDING CALLOUT — PROPOSED CSW CONCRETE SIDEWALK STREET EOP EDGE OF PAVEMENT r r r EOTW EDGE OF TRAVEL WAY �V VAULT —EXISTING H SPLICE POINT — EXISTING r r r r r r r r WATER FOC FACE OF CURB Q VAULT —PROPOSED r r r r JAN 25 2021 HDPE HIGH DENSITY POLYETHYLENE ►� SPLICE POINT — PROPOSED HH HANDHOLE JB JUNCTION BOX © PEDESTAL — EXISTING MH MANHOLE #F IN: 0 SEQUENTIAL CALLOUT MP MILE POST © PEDESTAL — PROPOSED OUT: 0 1N As —Bulgy REVISION 0/S OFFSET #F IN: 0 SEQUENTIAL IN TAIL CALLOUT K PAK ORIGINAL NO. DATE ENG DESIGN DRAFTING COMMEM PVC POLY VINYL CHLORIDE PB PULLBOX — EXISTING TAIL: 0 1(comcast Knowwhat'sbs you 1� RGS RIGID GALVANIZED STEEL CONDUIT ore Call before you dig. v CahleCom ROW RIGHT OF WAY PB PULBOX — PROPOSED #F TAIL: 0 SEQUENTIAL TAIL OUT CALLOUT F: ABBY HUTCHINSON OUT: O 1 ENGINEERING FIRM: WAI=CO ENGINEERING STA. STATION FPROJECT NUMBER: JB0000289585 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. JAN 25 2021 1 AS —BUILT 2 REVISION // 1 PAK ORIGINAL NO. I DATE JENG DESIGNI DRAFTING COMMENT __II Know what's below.C O 0 Call before you dig. \vomcast G"IbleCOtll - I ABBY HUTCHINSON ENGINEERING FIRM: WAECO ENGINEERING PROJECT NUMBER: JB0000289585 LOCATION: 1001 5TH AVE S EDMONDS WA 98020 DRAWING NAME: JB0000289585_Prints.dwg CONFIDENTIAL/PROPRIETARY SHEET: 3 OF 6 t+- -F-w w w -W-W-W- 15 Know what's below. a Call before you diy. 0 5' 10' SCALE: 1"=10' CONSTRUCTION NOTES O REMOVE EXISTING PEDESTAL AND PLACE NEW SPH-1432 DOGHOUSE RESTORATION NOTES OA RESTORE SOFT SURFACE TO CITY OF EDMONDS STANDARDS JAN 25 2021 S30IAb3S ESPONDS TO PHOTO LOCATIONS AND ORIENTATION. SEE Fk[ FQ5"ITE PHOTOGRAM. 2 1 1 1 REVISION # 1 16/15/20201 SDK I PAK ORIGINAL }D[:SIGhlj DRAFTING I COMMENT Cablecom CABLECOM SUPERVISOR: ABBY HUTCHINSON ENGINEERING FIRM: WAECO ENGINEERING PROJECT NUMBER: JB0000289585 LOCATION: 1001 5TH AVE S EDMONDS WA 98020 SHEET: 4 OF TYPICALS SIGNATURE PEDESTAL HOUSING (SpHTM) SERIES Houses active and passive equipment such as a line extender, or mini-bridger, and tap and splitter combos. Dimensions: 14.5" x 33.5" x 15.5" (368mm x 851 mm x 394mm) (cover interior dimensions) 13.0" x 32.0" x 15.0 1330mm x 813mm x 381 mm) (base interior dimensions) Shipping: 1 per carton, 4 per pallet Weight: 38 Ibs (17 kg) carton FEATURES • 600 Series HDC cover designed for maximum - Universal bracketry provides a wide range of heat dissipation equipment mounting options ■ Self -Lock self -latching cover with various lock ■ Strip for customized labeling and identification head options • Winterized drop holes ■ Complete 360' access working area _- BRACKETRY B1- MB-8298 B2 - MB-8298 & MB-8375 B3 - MB-8298 (2 ea) a L L L B4 - MB-8298 (2 ea) B5 - MB-8506 & MB-8375 B9 - MB-8503 & MB-8375 (2 ea) _- LOCKING OPTIONS JAN 25 2021 L00 - Standard Self- LH I - Hex Head LS I - Channel Star L01 -Standard Self- L08 - Standard Self -Locking Locking System & Hasp Self -Locking System Self -Locking System Locking System System & Channell Padlock ®*' ACCESSORIES B li i�1 1N3AibNd3a S30InN3S L09 -- Standard Self- L90 - Standard Self- LH9 - Hex Head -I Locking System & Locking System & Self -Locking System S17 REVIS Highfield Lock Highfield Lock with & Highfield Lock 1 1 6/15/20205DK PAK ORIG Steel Tether 4110 or No. DATEfNG DESIGN DRAFTING COMIa 4V A08 - 600 Series Cover with Anti -insect Vents A01 - Trap/Filter Holder Know what's below,/ �'►w} �a Call before you dig. V%ji I holds l � a CahleCom UNITED STATES CANADA UNITED KINGDOM AUSTRALIA MEXICO MALAYSIA CABLECOM SUPERVI:iOR: ABBY HUTCHINSON Tel: 800.423.1863 905.565.1700 44.1689.871522 61.2 9738.8277 52.5537.41539 60.3.6120.2055 ENGINEERING FIRM: VVAECO ENGINEERING 2-12 C HAN r'4 E L L Fax: 909.296.2322 905.565.8080 44.1689.833428 61.2 9738.9763 52.5537.41540 60.3.6120.2051 SITE PHOTOGRAPHS . tyJi (> PICTURE FACING SOUTHEAST AT 1001 5TH AVE S 3'X2'X1' DEEP PIT 71 CONSTRUCTION NOTES O REMOVE EXISTING PEDESTAL AND PLACE NEW SPH-1432 DOGHOUSE �r I JAN 25 2021 1N31Nlbb'd34 S301nb3S 1N3lNdMAAAG SON01/143 AO A-LI0 15. Know what's below. Call before you dig. a3