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HomeMy WebLinkAboutR-429008Q DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 N 1 0 LU V i LU 75 O z O I- W U /Q n I- z Q rr 0 N U U W M Z J 6- I SEE STANDARD PLANS 110, 110.1, 110.2, AND 111 FOR PAVEMENT RESTORATION REQUIREMENTS SURFACE RESTORATION AS I SPECIFIED IN CONTRACT DOCUMENTS 12" MIN. EXISTING PAVEMENT SURFACE I NEAT LINE TRENCH 6" MIN., SEE NOTE 4 "CRUSHED SURFACING TOP COURSE" PER WSDOT STD. SPEC 9-03.9(3), COMPACTED TO 95% OF MAXIMUM DENSITY "CRUSHED SURFACING TOP COURSE" PER WSDOT STD. SPEC 9-03.9(3), "BANK RUN GRAVEL FOR TRENCH BACKFILL" PER WSDOT STD. SPEC 9-03.19, OR "GRAVEL BORROW" PER WSDOT STD. SPEC 9-03.14(1), COMPACTED TO 95% OF MAXIMUM DENSITY BENCH AS NEEDED FOR SHORING SYSTEM WHEN DEPTH IS 4' OR GREATER kj' PIPE PIPE ZONE BEDDING AND BACKFILL PER STD. PLANS 220.00 AND 220.10 SEE NOTE 1 UNPAVED AREAS I PAVED AREAS NOTES: 1. SEE WSDOT/APWA STANDARD SPECIFICATIONS SECTION 2-09.4 FOR MEASUREMENT OF TRENCH WIDTH. 2. EXCAVATIONS OVER 4' DEEP SHALL COMPLY WITH THE SAFETY STANDARD DESCRIBED IN CHAPTER 295-155 PART N OF THE WAC. 3. MAXIMUM BACKFILL DEPTH ABOVE PIPE SHALL NOT BE EXCEEDED, AS DETERMINED BY PIPE MANUFACTURER. 4. IN PAVED AREAS, IF PIPE HAS LESS THAN 3' OF COVER, USE "CRUSHED SURFACING TOP COURSE" FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE. 5. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 220.20 URI PUBLIC WORKS TYPICAL TRENCH AND BACKFILL PPR D9/28/2018 DEPARTMENT GAZ P"bfiCWorks Admi1js W1 DATE 370 365 360 355 350 345 340 335 330 325 320 315 310 305 300 295 290 NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N.7 R. 05 E, W.M. GRANT PLACE TOWNHOMES 6" X 6" PO' (PRESSURE TREATE 1" X 6" PLANKS 6" X 6" POSTS ALL OTHER WOOD MEMBERS TO BE CEDAR. ALL NAILS USED SHALL BE GALVANIZED. 6' WOOD FENCE NO SCALE :45 ^4LVANIZED NAILS). RS (2 EACH) STEP MAX. CESSARY FOR )E CHANGE CONCRETE FOOTING FINISH GRADE BASE (TYP.) L/�IJIIIYV JVU GRADE 57 5fir 301/2" 0 ❑ D• ❑ FRONT VIEW vital''m Cluster Box Unit - Type I 45" SIDE VIEW 28 1/2" PEDESTAL 1 Ct" 17' PEDESTAL BASE BOLT PATTERN DOOR CHART 000RmR alwwlow(xe NOTES: 10'.AIOCEL itti�fk�A1-b/�r 17PAR'CEL I I"4k12-13/1r 1. This unit is approved for USPS and private applications. I40pICIS� vital �' C1llSTER BOX UNIT OUIGOMGSLOT 4k11r 2. Decorative mailbox accessories sold separately and are LISPS Approved products. 3. Pedestal should be installed with included Rudder Pad; Residential and Commercial M cm R� mounting hardware not included, refer to installation manual for Mailboxes 49-N p 4" recommendations. - BY 4. Florence "F" series CBU is Officially Licensed by USPS: GcMalllboxes.com °`�"'"'"GNUh16Bt DRAWN BY License#CDSEQ-08-B-0012 800-427-9612 1570,13 S AFD $94 North Main Street, Orange, CA 92869 ......... ...a................:.. .............. ................. :.......... ...................... :................. 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FGT POF:................._.............:......._....... THE F ET. WALL ....... ..... :...................... ........... :............................... ..:.... ....STA:. +57.21......... :................ ........ ......... ELEV: 324.47 l td'IJl IT dF'tHE ft WALL' STA: 4+37.99 :................... FG TOP 0 ELEV: 336.00 .............. ................ ........ ........................ THE RET: ALt ....... _..:...............................................................i. ........ ............. ............. ............. ............. ............. ............. _ ............. I STA:1+48. 9 �' ELEV:317.4 _ _.....__._._......... ........................................................ .... _ �...:..... .. "' ............ TOP OF............................................................ ........ ........ .... ............................................. ............. ............. ............. ............. ............. ............. I ... ..... _ THE ET. WALL EG BOT OF THE RET. WA L ST :0+46.93 STA:2+23.50 ELV:303.84 ...................... .............. ............. J... ELEV:319.T1...............................................................................................-..... .. ..... . . L EG BOT OF THE RET. WALL o 1+35..54 ...... .......................... .... lz........................ .. ELEV:314.37J a � ........................................................... w .... EGGBOT OFTH RET. WALL . ................. <a STA:0+42.42 :ELEV:301.58 Q...:.......... ........ ..................... . LU 0_ 0+50 1+00 1+50 2+00 TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. Know what's below. Call before you dig. 2+50 NORTH PL BORDER FENCE SECTION V.. 1 "=1 O' H: 1 "=30' 3+00 8/23/2024 3+50 4+00 4+50 4 PER CITY COMMENTS 3 PER CITY COMMENTS 2 PER CITY COMMENTS 1 PER CITY COMMENTS NO. REVISION 5+00 5+50 SURVEYED: DAF 08/26/24 DESIGNED: DAF DAF 07/29/24 DAF 05/21/24 DRAWN: TJW, FEM DAF 04/04/24 CHECKED: DAF BY DATE APPR APPROVED: J/J 370 365 360 355 350 345 340 335 330 325 320 315 310 305 300 295 290 6+00 6+22 SCALE: 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SHRUB MASS C) C) C) t'J N LJ co co a J GRAVELROADBASE VAULT ACCESS GRASSPAVE DETAIL !jCza W1771 AC4X0 L44�lS AID 4F7ER PAT07-!ice 5 4" uMo., N,1 ii � - 82455 C4P 3',4.GC�.G ...• ..• f::�•.:';. �--GOMPAC E`D ELEI/.4T/Ort/ 1:' .I SAND a Zi ECT ,51CKF/LL SEGT/C�c/ Jcni C29M194cr/av NOTE. 1. STANDARD MONUMENT CASE AND COVER WASHINGTON STATE DEPARTMENT OF HIGHWAYS 1976. 2. THE CASTINGS SHALL BE GRAY-iRON CASTINGS, ASTI4 DESIGNATION A-48, CLASS 40. THE COVER AND SEAT SHALL BE MACHINED SO AS TO HAVE PERFECT CONTACT AROUND THE ENTIRE CIRCUMFERENCE AND FULL WIDTH OF BEARING SURFACE. 3. WHEN THE MONUMENT CASE AND COVER ARE PLACED IN CONCRETE PAVEMENT, A CEMENT CONCRETE BASE WILL NOT BE NECESSARY. 4. SEE CITY OF RENTON SUPPLEMENTAL SPECIFICATION SECTION 7-05.3(1) FOR ADJUSTMENTS TO GRADE. ZEE INEERING RVICES, PLLC 4715 142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. NOT TO SCALE N T C) 1 N 0- Monument Case & Cover ADOPTED U CITY OF RENTON + + STANDARD PLANS LST DATE:1•Feb-89 DWG NAME: HR-04 SP PAGE: H031 IN COMPLIANCE WITH CITY OF RENTON STANDARDS O DEVELOPMENT ENGINEERING w % z 74 NJanders 09/16/2024 O LU U Q DATE: J GRANT PLACE TOWNHOMES 11/21/23 1600 GRANT AVE S RENTON, WA 98055 ooK: PAGE: PARCEL 2023059052 PAGE. DRAWING N0: L 20069 DETAILS SHEET: OF: % r� C3.2 28 �J