Loading...
HomeMy WebLinkAboutR-404835I I I I a X 0 z Q N O U Q CD 00 N N CD N CD N E F_ N a 0 K71 U-) I LJ rn r7 00 Q1 / rn 00 i CD CD CD co U .O 0 / > O 0 12 li! < Lqa) E: SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING 1S A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRANAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TOAS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF AODFTIONA'L NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES- 1 BEFORE AKY CONSTRUCTION OR OEVEI-OPME14T ACTIVITY OCCURS. A PRE -CONSTRUCTION MEETING+ SHALL 9E HEW AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANTS CONTRACTOR, 2. THE APPLICANT SHALL BE RESPONSIEILE FOR SECURINGALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESFGM MANUAL (RFNTON SWDIM), RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICAP014S FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION 1APWA). IT SHALL BE THE SOLE RESPONS•IBILMY OF THE APPLICANT TO CORRECT ANY ERROR. OMISSION OR VARrATFDN FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT ND ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THE ROAD, GRADING, PARKING, BUILDS. AND DRAINAGE PAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER, SEWER, GAS, ELECTRICAL ETC.). PLANS FOR STRUCTURE$ SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PEARS. ANY DEVIATION FROM THE APPROVED PLANS WILL REGRUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 5 A COPY OF THE APPROVED PLANS SHALT. BE ON THE JOB SITE WHENEVER CONSTRUCTION IS 1N PROGRESS. 6. THE LOCATIONS OF ALL EXISTING UTIL17FE5 SHOWN HI=REON HAVE BEEN ESTABLISHED 13Y FIELD SURVEYOR OBTAINED FRDAI AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY ANT) NOT NECESSARILY COMPLETE- IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANTS CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILFTY LOCATIONS SHOWN. AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILRI ES NOT SHUWN HERFON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS -BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS 7. VERTICAL DATUM SHALLPIP NAVE) 89 AND HORIZ4H?At DATUM SHALL Sr- NAD 831WA STATE PLANE- NORTH), UNLESS OTHERWISE APPROVED RY THE CITY - REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 8 ALL UTILITY TRENCH BACKRLL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-W-3(14)D -COMPACTION AND MOISTURE CONTROL TESTS OF THE WSOOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS. ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. 9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORED DRAINAGE WORK 15 NOT ALLOWED UNLESS SPECI PICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE GrTY TRENCH RE5TORATPQN STANDARDS. 10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BYTHE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAND 11. ALL FLOW CONTROL FACILITIES SHALL RE IN5TALLET3 AND W OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 12. ALL PIPE AND APPURTENANCES SHALL iBE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTFI OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 2201C. 229 ia, AND 220.20. 13. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON. BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN 204,10, 2D4.20. 2D4.W AND 204.50. STRUCTURES SHALL HAVE • RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLiECT1NG RUNOFF. AND OUTSIDE OF THE ROADWAY. + ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURW81_TTER LINE- . ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. IF. BUILDINGS AHV OTHER STRUCTURES SHALL Br PLACED IN ACCORDANCE WITH TABLE 41 EASEMENT WIDTHS AND BUIU31NG SETBACKS LINES OF THE RENTON SWOM 16. LIDS OF MANHOLES+CATCH BASINS WiTT IN PUBLIC RIGHT-OF.WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING ALL MANHOLE+CATCH 8ASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES. UNLESS OTHERWISE SHOWN 17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CFFY RIGHT-OF-WAY SHALL 9E OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH, FINLESS OTHERWISE NOTED, DRAWING 15140t TDiCALE (Nr. STD. PLAN - 267.00 UBLIC WORKS SURFACE WATER STANDARD PLAN PPR c9: GAZ 9/28j2418 I URI DEPARTMENT NOTES (1 OF 2) rva� I1w Im,w,v„n, Dar r SURFACE WATER STANDARD PLAN NOTES: THE FOLLOWING 1S A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAFNA[;L PLATY SET. ALL I Hr NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE AFJPLJOANT SHALL NOT RENUMBER MOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL HE ADDED AFTER THE SURFACE WATER STANDARD PLAN NOTES, 18 ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED. SHALL BE OF BOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: . 4 - B INCH RQCIK 141) - 70°J PASSING; . 2 - A INCH ROCK ! 31) - 40% PASSING AND • LESS THAN 2 INC1i ROCK I W • 2r% PASSING. 19. FOOTING 0RA INAGE SYSTEMS AND ROOF DOWN SP0LIT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTE❑ FLGWS TO THE CONVEYANCE SYSTEM 0R FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. F0071 NG DRAINS SHALL N 0 T BE CONNECTED TO ON -SITE BMPS. 2D. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEAN0UT TOPPED WITH A BOLT -LOCKING LIO MARKED "STORM" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE COMIEYANCE SYSTEM PER THE CITY STAND AR0 PLAN 227.00. 21. ALL STORM SYSTEM EXTENS10INS SHALL 8E STAKED FOR LINE AND GRADE 2Y A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL 81= PROVIDED TO THE CITY PR10R TO CONSTRUCTION- 22. ALL NEWLYaNSTALLED AND NEWLY -REHABILITATED IPU9LIG AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCCRUING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMFTTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS ANNOR PAVEMENT _J. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-114.30I OF THE 4VSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REFRESENFTATIVE OF THE CITY- STORM DRAIN slurs SHALL BE TESTED FOR ACCEPTANCE AT THE SAxIE YIME THE MAIN STORM IS TESTED. rs FOR ALL DISTURBED PERVIOUS AREAS CCOMPACTEU. GRADED, LANDSCAPED, ETC.} OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE GAPACFTY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE OaSTING DUFF LAYER AND NATIVE TOPSOIL OR AMENS] THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00. 25. ISSUANCE OF THE BUILDING M CONSTRUCTION PERMITS BY THE CITY DDES NOT RELJEVE THE APPLICANT DF THE CONTINUMG LEGAL OBLIGATION ANDiDR LbdJ31UTY CONNECTED WITH 9TORMWATER DISPOSAL, THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MWNTENANCE OF THE STORM SYSTEM PROVIDED DURING CON57RUC71C"_ 20. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS- AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORT{ SHALT. BE PROVIDED. ANY WORKNWITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALLSECTIONS DF THE WSDOT STANbARb 5PECIFICATION51-1D TEMPORARY TRAFFIC CONTROL SHALLAPPLY 27. PROJECTS LOCATED WITHIN THE Cn Y'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WIT3-I SPECIAL REQUIREMENT k6 OF THE RENTON SWOM AND AQUIFER. PROTECTION REGULATIONS (RMC 4-3-05W 26. PLACEMENT CF SURFACE APPURTENANCES (CATCH HASINN"HOLE LIDS, CLEANOUTS. INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES., SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDI=NfALK OR CROSSWALK SHALL BE PI ITED WITH A NO"LIP OR NON-SKID LID PER ADA REOUIREMENTS- 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS- PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT. W. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2 1,A2 OF THE RENTON SWDM 31. CONSTRUCTEb PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIM UM RATE DE 2D INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 1D MINUTES, COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONS7RUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH S GALLONS OF WATER IS PM RFD ONTO TIME PAVEMENT SURFAGE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE. THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION, AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,0W SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST 18 NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS IE,G.. PARKING AREAS I, TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM CW81. UNLESS OTHERWSSE NOTFD, DRAWING 15 NOTTDSCAU (NISI STU. PLAN - 267.10 URIPUBLIC WORKS SURFACE WATER STANDARD PLAN DEPARTMENT NOTES (2 OF 2) GAZ 9j28j2018 l DATE BENCHMARK FOUND PUNCHMARK IN 1 %" BRASS FOUND PUNCHMARK IN �" BRASS PIN DATUM DISK IN CONCRETE MONUMENT IN CASE IN CONCRETE MONUMENT IN CASE 0.4' BELOW GRADE (7/20/2017) 1.4' BELOW GRADE (7/20/2017) HORIZONTAL DATUM: VERTICAL DATUM: OBSERVED (NAD 83/11) OBSERVED (NAD 83/11) NAD '83/'l1 NAVD '88 N:191092.94, E:1311476.14 N:191241.77, E:1311481.30 ASBUILT ROAD DRAINAGE NOTES + DETAILS OF FOREST TERRACE PLAT A PORTION OF SECTION 04, TOWNSHIP 23 N., RANGE 05 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 8EEIJDTE2 /S'R X 3/IF'D DUMMY IOINT �� 8EENOTE2 a l I 1 I 3/8- PREMDLND ,io-NT TILLER {�TYP} jI J. s PLAN V+EW CENTFAOE � FRAME GRATE OF FRAIdEr%ISRILTE CIjM CEMENT CCAICREIE CURB AND OUT1ET1 FRAME AND GRATE -NOT INCW OED MATCH 1/2- R. 1 WADAY IN CURD AND G Vr?M BIO rrUd SLOPE ' b, '4 / TOP OF TRECE&3 HWONAY v 9 147JiJMaf#'T SECTTaN - NO TINCLUDETS _ ■' o-' INCURDAMGUTTER. 131DffeA CATCH DABLN - NOT n:r� I DM v •'! IN 0lfR9 AND GIITTM ME) ITEM SECTION, GENLERAL NOTES: 1. The Intent of this design is to facillta'1re the removal IF I of a catch basin vAh minimal disWtance of the curb. 2, The expanslon joints of the Y ; adjacent atdmalk shad be -adjusted to be In line %utth these curt} expanslon joints. f,' l'so} a_T IC MEW am, PLAN 141i.i CEMENT CONCRETE CURB * PvBJ,lc W INSTALLATION AT Pao D: I]EDEPARTMENTENT CATCH BASJNS r *DA_ 2' HIGH EARTHBERM CHANNELING RUNOFF TO CB#43 COMPACT KEYWAY TO 95% MAXIMUM DRY DENSITY 2' HIGH EARTHBERM CHANNELING RUNOFF TO CB#3A COMPACT KEYWAY TO 95% MAXIMUM DRY DENSITY 1 RECORD DRAWINGS AS BUILT CB#43 AND CB#43 TYPE 2-48" W/BIRDCAGE l' THICK *ROCK LINING 2' AROUND BIRDCAGE C13#43 BYPASS COLLECTION E P0 28 1 /2" 12 7/8" 0[ o0 oQz a o© oiz 0�5 A1P ro 0�7 o❑a 3" 10" 28 1 /4" TYPE 2 (FRONT VIEW) O 13" GENERAL NOTES: 1. CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000 PSI ® 28 DAYS, CONTAIN 4% MIN. - 6% MAX. AIR ENTRAINMENT AND BE PLACED WITH A 3 1/2" - 4 1/2" SLUMP IN ACCORDANCE WITH ACI 301. 2. REINFORCING STEEL RODS SHALL CONFORM TO ASTM A615. GRADE 40. 3. ANCHOR BOLTS SHALL CONFORM TO ASTM 28 1/2"! -12 7/8" 3" 7 "X" 17" 12 5/8" �I 17" PEDESTAL »W,r »X„ "31" 12 5/8" 31" PEDESTAL TYPE 4 (FRONT VIEW) 16 17 5/8" rNotes: 1) Certified by U.S.P.S. to all performance specifications of 16 3/ U.S.P.S.-B-1118-E, Cluster Box Unit (CBU) 2) Constructed of stainless steel, aluminum, and corrosion resistant components C 3) Parcel components prepared for U.S.P.S., provided "A» »D» 306P lock. A193. 68M (316) STAINLESS STEEL. 5' CLEAR WIDTH 2.00' »Y» 4-1/2" DIA. - ANCHOR BOLTS BUTYL RUBBER PAD 2.75 MATCH EXISTING CEMENT CONCRETE CURB GRADE IN PAVED AND GUTTER PERif STANDARDS a a 4 4 RODS ON 14" a9 d �2. 1 /2 d _. < O.C. MAXIMUM. EACH WAY 3.5' X 3.5' X 1.0' z 5" THICK CEMENT THICK MAILBOX FOUNDATION CONCRETE SIDEWALK PER STANDARDS OPTIONAL COMPACT GRAVEL OF CRUSHED STONE (OMIT SIDE VIEW 3" TYP, FIRM UNDISTURBED WHERE SOLID ROCK � � SOIL OR WELL OCCURS) COMPACTED SOIL UNIT TYPES TYPE DIM. "A" DIM. "B" DIM. "C" DIM. "D" PEDESTAL TYPE 1 62 1/2" 31 1/2" 30 7/8" 62" 31" TYPE 2 62 1/2" 31 1/2" 30 7/8" 62" 31" TYPE 3 62 1/2" 45 9/16" 45" 62" 17' TYPE 4 62 1/2" 45 9/16" 45" 62" 17" H.D. PEDESTAL TYPE DIM. "W" DIM. "X" DIM. "Y" DIM. "Z" (CTR TO CTR) (CTR TO CTR) HOLE LOC. HOLE LOC. 17" 8 1/2" 10" 4" 9 5/8" 31 " 8 1/2" loll 4" 9 5/8" *ROCK LINING SHALL BE REASONABLY WELL GRADED AS FOLLOWS: MAXIMUM STONE SIZE: 12" MEDIAN STONE SIZE: 8" MINIMUM STONE SIZE: 2" CB#3A TYPE 1 W/BIRDCAGE GRATE / CB#3A BYPASS COLLECTION NOT TO SCALE REVISION *ROCK LINING SHALL BE REASONABLY WELL GRADED AS FOLLOWS: l' THICK *ROCK LINING MAXIMUM STONE SIZE: 12" 2' AROUND BIRDCAGE MEDIAN STONE SIZE: 8" MINIMUM STONE SIZE: 2" TJS 1/12/22 BJT suRm" : DESIGNED: TJS DRAWN: TJS CHECKED: BY DATE APPR FPPROVED: BJT SCALE: N/A ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M MAIL COLLECTION BOX UNIT (CBU) DETAIL NOT TO SCALE CITY OF RENTON Planning/Building/Public Works Dept. �SILf:3c1.". �3. TAB � Z y 423 p �- S 10, sS�oNA L 2/ 7/2 V G O V. Vi = L d% U1 7 O • Z3 pi t0 h. C C W C: � N M 0001N 1✓ Q i 0) i L0 a-7 N W U r Y r O O O 00 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q LIJ C-)0)MM W O ASBUILT ROAD DRAINAGE NOTES + DETAILS 2/7/2022 m FOREST TERRACE PLAT �BOO1C1 c~OO PULTE GROUP, INC DRAWING NO: w 3535 FACTORIA BLVD S.E., #600 BELLEVUE, WA 98006 SHEET: oF: Q v 35 89 I� m