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HomeMy WebLinkAboutR-40830100 0 LU I- AS-BUILTS PREPARED BY: ERIC SCOTT - PRINCIPAL TERRAVISTA NW CONSULTING ENGINEERS 3204 SMOKEY POINT DRIVE, SUITE 207 ARINGTON, WA 98223 (425) 422-0840 ERICSOTERRAVISTANW.COM I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS FIELD AS -BUILT BY BENCHMARK SURVEYING, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY SUPERVISION ON THIS DATE: 08/06/2024 ORIGINAL PLANS DEVELOPED BY ENGINEER OF RECORD, ABOSSEIN ENGINEERING, LLC; TERRAVISTA NW DOES NOT CERTIFY BASIS OR CALCULATIONS ASSOCIATED WITH ORIGINAL DESIGN. POR. OF NE 1/4 OF SE 1/4, S 49 T 23 Nq R 5 Ej W.M. PARCEL NOs. 0423059237, 0423059068, 0423059307 FIRST UKRANIAN PENTECOSTAL CHURCH BASIS OF POINTS: 3811 NE 21 CITY OF RENTON STATION NO 1891. ST STREET, RENTON, WA 98056 7' RRASS DISK W/X IN rour.. IN CIVIL ENGINEERING PLANS CASE AT X-ING UNION AVE NE AND NE 22ND PL CITY OF RENTON STATION NO. 7169 1" BRASS DISK W/PUNCH IN CONC. IN CASE AT X-ING OF EASTERLY PORTION OF NE 19TH ST. AND UNION AVE NE VERTICAL DATUM, NAVD88 SITE BENCHMARK C.O.R. BENCHMARK NO. RENT1325 3" BRONZE DISK W/PUNCHIN CONC. IN CASE AT X-ING OF SE 104TH ST AND 132ND AVE SE GENERAL ENGINEERING NOTES ELEV. = 444.77 1. ALL PUBLIC IMPROVEMENTS CONSTRUCTION SHALL CONFORM TO CITY OF RENTON STANDARD SPECIFICATIONS. P�Tffie]]ON :�y71_1Im1114W 11=ITOIa:61TjIIIIIII116*0rolel10411=9:6]11_D]�011:7111116M_10I1Z6P►IylI=]_1:311[a 'if,IN] Illy[8L11IQI�y1l11a["III1XII9alaI6A=11:7_\N911leid 3. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL SAFETY REGULATIONS PERTAINING TO HIS OPERATIONS. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFINE, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND FURNISH, INSTALL, AND MAINTAIN TEMPORARY SIGNS, BRIDGES, BARRICADES, FLAGMEN, AND OTHER FACILITIES TO ADEQUATELY SAFEGUARD THE GENERAL PUBLIC AND WORK, AND TO PROVIDE FOR THE PROPER ROUTING OF VEHICULAR AND PEDESTRIAN TRAFFIC. CONSTRUCTION OPERATIONS SHALL COMPLY WITH THE WORK AREA AND TRAFFIC CONTROL HANDBOOK. 7. THE CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMPS) TO ELIMINATE OR MINIMIZE POLLUTION DISCHARGE CAUSED BY CONSTRUCTION. 8. WHERE THE PLANS OR SPECIFICATIONS DESCRIBE PORTIONS OF THE WORK IN GENERAL TERMS BUT NOT IN COMPLETE DETAIL, IT IS UNDERSTOOD THAT ONLY THE BEST GENERAL PRACTICE IS TO PREVAIL AND THAT ONLY MATERIALS AND WORKMANSHIP OF HIGH QUALITY ARE TO BE USED. 9. PRIOR TO FINAL APPROVAL AND ACCEPTANCE OF THE WORK THE CONTRACTOR WILL BE REQUIRED TO CLEAN AND REPAIR ON AND OFF -SITE ROADWAYS, CURBS, AND SIDEWALKS USED DURING THE COURSE OF THEIR CONSTRUCTION. 10. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL VALVES, MANHOLES AND BLOW OFFS IN ADVANCE OF CONSTRUCTION AND REPLACING SAME TO FINISHED GRADE. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SURVEY MONUMENTS OR MARKERS DURING CONSTRUCTION. CONTRACTOR SHALL REPLACE DESTROYED OR DAMAGED MONUMENTS AT HIS EXPENSE. 12. PRIOR TO TRENCHING FOR ANY WATER, OR STORM DRAINPIPE, THE CONTRACTOR SHALL VERIFY, IN THE FIELD, THE SIZE AND LOCATION OF THE EXISTING PIPE AT THE POINT OF CONNECTION. THE DESIGN ENGINEER PRIOR TO TRENCHING SHALL RESOLVE ANY DEVIATION FROM THE PLANS. 13. THE CONTRACTOR SHALL MAINTAIN ALL EXISTING DRAINAGE AND WATER FACILITIES WITHIN THE CONSTRUCTION AREA UNTIL NEW DRAINAGE AND WATER IMPROVEMENTS ARE INSTALLED, INSPECTED, AND FUNCTIONAL. 14. LINES AND GRADES: ALL DISTANCES AND MEASUREMENTS ARE GIVEN AND MADE IN A HORIZONTAL PLANE UNLESS STATED OTHERWISE. 15. HORIZONTAL DIMENSIONS ON PLANS AND PROFILES FOR PIPES, CATCH BASINS, MANHOLES, AND OTHER FACILITIES ARE TO THE CENTERLINES OF THOSE FACILITIES UNLESS NOTED OTHERWISE. PIPE LENGTHS ARE MEASURED HORIZONTALLY. 16. CONTRACTOR SHALL LOCATE, PRESERVE, SUPPORT, AND MAINTAIN ALL FACILITIES INCLUDING GAS, WATER, IRRIGATION, SEWER, POWER, STREETLIGHTS, TELEPHONE AND OTHERS WHICH MAY BE IN THE AREA OF CONSTRUCTION. RESPECTIVE UTILITY COMPANIES SHALL BE NOTIFIED PRIOR TO COMMENCEMENT OF WORK. 17. ANY CLARIFICATION OR REQUEST FOR A DEVIATION FROM THE DRAWINGS OR SPECIFICATIONS MUST BE SUBMITTED TO THE CIVIL ENGINEER IN WRITING IN THE FORM OF A REQUEST FOR INFORMATION (RFIs). Terra Vista N W Consulting Engineers .3204 SW0WF,- PO/NT OR, 1207 ARL/N07ON, WA 9822-T J50-59>-9272 `Y` W ,7Z_RRA IOS7ANW 000 '4S A� 08/06/2024 V,j611IX OWNER ANDREY KOZAK ANK CONSTRUCTION 316 S 21 ST ST RENTON, WA 98056 ARCHITECT IHB ARCHITECTS 21620 84TH AVE S, SUITE 200 KENT, WA 98032 (253) 236-5154 CONTACT: I MAD BAH BAH IMAD©IHBARCHITECTS.COM SURVEYOR GEODETIC SURVEYING SERVICES P.O. BOX 133 MUKILTEO, WA 98275-0133 (425) 299-1739 CONTACT: RICHARD VAISVILA RICHARDVAISVI LA©COMCAST. N ET CIVIL ENGINEER ABOSSEIN ENGINEERING, LLC 18465 NE 68TH STREET #201 REDMOND, WA 98052 (425) 462-9441 x 1015 CONTACT: SHAWN POURAZARI, P.E. SHAWN-POURAZARI@ABOSSEIN.COM SITE ADDRESS FIRST UKRANIAN PENTECOSTAL CHURCH 3811 NE 21 ST STREET RENTON, WA 98056 LEGAL DESCRIPTION PARCEL A THAT PORTION OF THE EAST HALF OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST. WILLMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, LYING NORTHERLY OF THE EASTERLY PRODUCTION OF THE SOUTH LINE OF LOT 4 OF ROSE HAVEN, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 63 OF PLATS, PAGE 10, IN KING COUNTY, WASHINGTON ]_1: 411m THE WEST 217.5 FEET OF THE WEST HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, WILLMETTE MERIDIAN, IN KING COUNTRY, WASHINGTON, EXCEPT THE NORTH FEET THEREOF. CIVIL 1 LEGAL DESCRIPTION NOTE: 3 4 THE ABOVE LEGAL DESCRIPTION AND THIS 5 SURVEY ARE BASED UPON STATUTORY 6 WARRANTY DEED, AFN 199902180526 7 SITE DATA 8 9 PROPOSED PARCEL AREA: 10 TOTAL SITE 141,074 SF OR 3.239 ACRES 11 12 UTILITY PROVIDERS: CITY OF RENTON (425) 13 14 WATER DISTRICT 15 SEWER DISTRICT 16 FIRE PROTECTION RENTON FIRE (425) 430-7024 17 TELEPHONE SERVICE PROVIDER CENTURY LINK (253) 597-6194 18 ELECTRICAL POWER PROVIDER PSE 1(888) 225-5773 19 GAS SERVICE PSE 1(888) 225-5773 20 21 22 23 UNDERGROUND UTILITY NOTE 24 25 UNDERGROUND UTILITIES ARE SHOWN IN THE APPROXIMATE LOCATION. 26 THERE IS NO GUARANTEE THAT ALL UTILITY LINES ARE SHOWN, OR THAT 27 THE LOCATION, SIZE AND MATERIAL IS ACCURATE. THE CONTRACTOR SHALL 28 UNCOVER ALL INDICATED PIPING WHERE CROSSING, INTERFERENCES, OR 29 CONNECTIONS OCCUR PRIOR TO TRENCHING OR EXCAVATION FOR ANY PIPE 30 OR STRUCTURES, TO DETERMINE ACTUAL LOCATIONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PROTECTION OF SAID FACILITIES. THE CONTRACTOR SHALL NOTIFY ONE CALL AT 1-800-424-5555 AND ARRANGE FOR FIELD LOCATION OF EXISTING FACILITIES BEFORE CONSTRUCTION. SUCH NOTICE SHALL NOT BE LESS THAN 2 NOR MORE THAN 10 BUSINESS DAYS BEFORE THE SCHEDULED DATE OF EXCAVATION. kOv 0 V Call before you dig PERMIT SUBMITTAL SURVEYED: GEODETIC SURVEYING SCALE: SERVICE VERnCAL: NAVD 1988 AS INDICATED HORIZONTAL: NAD 1983/1991 DESIGNED: Sp ON DRAWING DRAWN: SIP ONE INCH DATUM CHECKED: Sp AT FULL SCALE IF NOT ONE INCH NO. REVISION BY DATE JAP P APPROVED: SCALE ACCORDINGLY J V/1LL. I - JVV SHEET INDEX C1.0 AB CIVIL COVER SHEET C1.1 CIVIL NOTES 31 C1.1 a CIVIL NOTES 32 C1.2 TOPOGRAPHIC SURVEY 33 C2.0 EROSION CONTROL PLAN NE 21 ST ST 34 C2.a EROSION CONTROL PLAN NE 19TH ST 35 C3.0 SITE DEMOLITION PLAN 36 C4.0 AB COMPOSITE UTILITIES PLAN 37 C4.1 GRADING AND SPOT ELEVATIONS 38 C5.0 AB DRAINAGE CONTROL PLAN 39 C5.1 AB STORM DRAINAGE PROFILES 40 C5.2 AB STORM DRAINAGE PROFILES 41 C5.3 AB STORM DRAINAGE PROFILES C5.4 AB STORM DRAINAGE PROFILES C5.5 AB STORM DRAINAGE PROFILES C6.0 AB FIRE SPRINKLER EXT. PLAN E1.0 GENERAL NOTES, SCHEDULES E2.0 AB SITE LIGHTING - POWER E2.1 SITE LIGHTING - PHOTOMETRICS E2.2 PANEL SCHEDULES & DETAILS E3.0 WSEC LIGHTING FORMS E4.0 SPECIFICATIONS ESL1.0 STREET LIGHTING GENERAL NOTES ESL2.OAB POWER & PHOTOMETRICS ESL3.0 STREET LIGHTING DETAILS ESL3.1 STREET LIGHTING DETAILS ESL4.0 SPECIFICATIONS C6.1 FIRE SPRINKLER EXT. PROFILE 42 L1 ABLANDSCAPING PLANTING PLAN & LEGEND C6.2 FIRE SPRINKLER EXT. PLAN NOTES 43 L2ABLANDSCAPE NOTES & DETAILS C7.0 PAVING PLAN C7.1 HORIZONTAL CONTROL PLAN CONTECH DETAILS C8.0 EROSION CONTROL & PAVING DETAILS C8.1 STORM DRAINAGE DETAILS REFER TO SHEET 44 OF 64 FOR C8.2 STORM DRAINAGE DETAILS DESCRIPTION OF SHEETS C8.3 WATER PLAN DETAILS C8.4 CITY OF RENTON ROADWAY STANDARD DETAILS CONTROL STRUCTURE DETAILS C8.5 TYPICAL RAIN GARDEN/CABS DETAIL C9.0 AB OFFSITE ROADWAY IMPROVEMENTS (21 ST STREET) REFER TO SHEET 65 OF 65 AB C9.1 AB OFFSITE ROADWAY IMPROVEMENTS (19TH STREET) C9.2 NE 19TH STREET X SECTIONS C9.3 NE 19TH STREET PROFILE CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) CITY OF RENTON Planning/Building/Public Works Dept. R-408301 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY o Nathan Janders 03/19/2020 JFarah 03/23/2020 ' REGIONAL FIRE AUTHORITY eTo WATER UTILITY APPROVED gm cthomas 03/19/2020 agafour 03/19/2020q< %IPE P�, DATE. FIRST UKRAINIAN PENTECOSTAL CHURCH 02-25-20 3811 NE 21 ST ST FIELDBOOK: PAGE: RENTON, WA 98056 DRAWING NO: CIVIL COVER SHEET C1.0 SHEET: OF: 1 65 DD Q J 2 U 2 U J a O U LU I- Z LU 0- Z Q z Q 0 LL C6.1 FIRE SPRINKLER EXT. PROFILE 42 L1 ABLANDSCAPING PLANTING PLAN & LEGEND C6.2 FIRE SPRINKLER EXT. PLAN NOTES 43 L2ABLANDSCAPE NOTES & DETAILS C7.0 PAVING PLAN C7.1 HORIZONTAL CONTROL PLAN CONTECH DETAILS C8.0 EROSION CONTROL & PAVING DETAILS C8.1 STORM DRAINAGE DETAILS REFER TO SHEET 44 OF 64 FOR C8.2 STORM DRAINAGE DETAILS DESCRIPTION OF SHEETS C8.3 WATER PLAN DETAILS C8.4 CITY OF RENTON ROADWAY STANDARD DETAILS CONTROL STRUCTURE DETAILS C8.5 TYPICAL RAIN GARDEN/CABS DETAIL C9.0 AB OFFSITE ROADWAY IMPROVEMENTS (21 ST STREET) REFER TO SHEET 65 OF 65 AB C9.1 AB OFFSITE ROADWAY IMPROVEMENTS (19TH STREET) C9.2 NE 19TH STREET X SECTIONS C9.3 NE 19TH STREET PROFILE CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) CITY OF RENTON Planning/Building/Public Works Dept. R-408301 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY o Nathan Janders 03/19/2020 JFarah 03/23/2020 ' REGIONAL FIRE AUTHORITY eTo WATER UTILITY APPROVED gm cthomas 03/19/2020 agafour 03/19/2020q< %IPE P�, DATE. FIRST UKRAINIAN PENTECOSTAL CHURCH 02-25-20 3811 NE 21 ST ST FIELDBOOK: PAGE: RENTON, WA 98056 DRAWING NO: CIVIL COVER SHEET C1.0 SHEET: OF: 1 65 DD Q J 2 U 2 U J a O U LU I- Z LU 0- Z Q z Q 0 LL CALL 811 (2) BUSINESS DAYS BEFORE YOU DIG (UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE) CITY OF RENTON Planning/Building/Public Works Dept. R-408301 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING SURFACE WATER UTILITY o Nathan Janders 03/19/2020 JFarah 03/23/2020 ' REGIONAL FIRE AUTHORITY eTo WATER UTILITY APPROVED gm cthomas 03/19/2020 agafour 03/19/2020q< %IPE P�, DATE. FIRST UKRAINIAN PENTECOSTAL CHURCH 02-25-20 3811 NE 21 ST ST FIELDBOOK: PAGE: RENTON, WA 98056 DRAWING NO: CIVIL COVER SHEET C1.0 SHEET: OF: 1 65 DD Q J 2 U 2 U J a O U LU I- Z LU 0- Z Q z Q 0 LL