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Home My WebLink AboutLarge Formatow SIC p�l� SCALE: I"=10' _ O" 517E 4DDRE55: 530 SNATtUCK AVE. S. RENTON, WA 98057 PARGEL NUMBER#: ,7�3o-oaoo BUILDING � IMPERVIOUS EkALG:E GALGULATIONS T BUILDING COVEi;RAGE CALCULATION&: GRO55 LOT AREA: 9,F:�72 5F D E 5T BUILDING: 304 ROOF OVERHANG AREA: 23a poRC�I/PATIO: 2 38 TOTAL: 4,521 BUILDING COVERAGE _ 41.2 ro IMf=ERVIOU5 GOVERAG;E CALCULATION5: D�SCi�f fi=T I ON BUILDING: ROOF OVERHANG AREA Dill VEWAA r poRG -4/fi=ATIO TOTAL: IMj=ERvIOU5 COVER,4GE YAGINItY MAP AR.,E A 3,814 4(o9 2,111 238 a,(o32 0 PROJECT 51TE a kA�\ A Q4\\ (go • DRAFTER PNIL M. DATE= 10/24/2001 K9v DATE: WA PROD ZLUJ lr= : PLANiVING CITY Oi- ` l=NTOP NOV - 2 2007 RECEIVED 0 lH LE � TI • T .4 TI T LEV I0 SCALE : 1/4" - P-0" FILAMN NOTE9 I. PROVIDE CONTINUOUS METAL GUTTERS TYPICAL. 2. PROVIDE ROOF VENTS PER IRC SECTION R806.1 TYPICAL. 3. PROVIDE GALVANIZED SHEET METAL FLASHING AND COUNTER FLASHING AT ALL ROOF PENETRATIONS INCLUDING CHIMNEYS. 4. REFER TO SECTION RI001 IRC. FOR CHIMNEY CONSTRUCTION. 5. PROVIDE WEATHER-STRIPPING AT ALL DOORS AND WINDOWS. CAULK ALL JOINTS AND PENETRATIONS IN EXTERIOR WALL. 6, BRICK TO BE SUPPORTED BY STEEL LINTELS AND SHALL NOT BEAR ON WOOD FRAMING. 1. FINISHED EXTERIOR GRADE TO SLOPE AWAY FROM BUILDING AT A SLOPE OF AT LEAST 2 % FOR A MINIMUM OF 5 FEET. 8. POST APPROVED NUMBERS OR ADDRE55 ON THE DWELLING, ADDRE56 SHALL BE PLAINLY HEBLROM THE TRONTTING THE DWELLING. GROUND SNOW LOAD 25 WIND SPEED (M.P.H.) 85 5E15MIC DESIGN CATEGORY DI/D2 o DECAY SLIGHT TERMITE 6LIGHT/MOD FR06T LINE DEPTH 12" R WEATHERING MOD WINTER DE616N TEMP. 26 A ICE SHIELD NO FLOOD HAZARDS PCC 11A.50 AIR FREEZING INDEX 50 Q MEAN ANNUAL: TEMP. 50 CIPT, ROOF BMW P CHAMFER 4 1/2" 4X4 �v CEDAR, TYP. 2X4 CEDAR SCALE: 1" -1'-O" cv SCALE : 1/4" - 1'-0" E T LEV TI ( H T SCALE : 1/4" ■ P-O" x SCALE : 1/4" - I'-O" U iw OF RENTON NOV 2 200I I V E DRAFTER: Phil M. DATE: 10/15/2001 REV. DATE: N/A PROJ 011011 4.Al_nil SCALE : 1/4" . 1'-0" N uOTE9 I. WRITTEN DIMENSIONS TAKE PRECEDENCE 10. ALL STORAGE AND SPACES UNDER HEATING ELEMENTS, AND SWITCHES SHALL BE 22. 36" I.C.C. APPROVED DIRECT VENT DRAIN INLET. 2S. ATTIC ACCESS TO BE A MIN. OF 22"x30" WITH OVER SCALED DIMENSIONS STAIRCASES TO BE FINISHED WITH 5/8" A MIN. OF 18" ABOVE THE GARAGE FLOOR FIREPLACE W/ 20" D. FLUSH HEARTH. MIN. 6 • VAPOR BARRIER BEHIND GYPSUM BD. WEATHER-STRIPPING PER CODE. TYPE "X" GYPSUM BOARD. PER 2003 I.M.C. $0. IN. O.S. COMB. AIR INSTALL DIR VENT * ALL GLAZING WITHIN -10" ABOVE DRAIN 2. SEE FRAMING PLANS FOR ALL HEADER FRPL. PER TERMS OF LISTING AND MFGRS INLET TO BE SAFETY GLASS. 30. WHOLE HOUSE FAN WITH AUTO TIMER AND AND BEAM SIZES 11. FINISH ALL CEILINGS WITH 5/8" GYPSUM BOARD SPECS. PER SECTION R1001 I.R.C. MANUAL OVERRIDE 3. BOTTOM OF HEADERS TO BE 6'-8" "X" 18. STRAP THE WATER HEATERS AT POINTS WITH 27. E DENOTES EGRESSABLE WINDOW W/ A MIN. THIS FLOOR UNLESS NOTED OTHERWISE. 12. AT GARAGE USE 5/8" TYPE GYP. BD. AT IN THE UPPER 1/3 AND LOWER 1/3 OF ITS 23. PROVIDE CONT. HANDRAIL AT STAIRS A MIN. 5.'1 SO. FT. NET CLEAR OPENING t 44" MAX. ALL COMMON WALLS, ALL CEILING AND VERTICAL DIMENSION. LOWER POINT SHALL OF 1 1/2" FROM WALL, REFER TO DETAIL ASV. FIN FLR. MIN. EGRESSABLE WIDTH IS 4. ALL :EXTERIOR WALLS 2x6 W/ R-21 1146ULATION ALL EXPOSED BEAMS. BE MINIMUM 4" ABOVE CONTROLS. 14 ON SHEET NO. Al. 20", MIN. HEIGHT IS 24". U.N.O. 13. PROVIDE 26-GAUGE GALVANIZED SHEET IS. FURNACE TO BE PLACED 18" ASV. FLOOR ON 24. LIGHTING CONTROLS FOR INTERIOR 28.® DENOTES SAFETY GLAZING REQUIRED IN 5. ALL FRAME NAILING TO SATISFY C�IAPTER 6 METAL FLASHING ABOVE WINDOWS AND I HOUR FURNACE PLATFORM W/ (2) 3/4" STAIRWAYS MUST BE PROVIDED AT THE THE FOLLOWING AREAS: IRC BLOCK ALL PLYWOOD EDGES, ALL DOORS. (TYR) LAP BUILDING PAPER OVER LAYERS PLYWOOD. THE PILOTS, BUWERS, TOP AND BOTTOM OF THE STAIR A. GLAZING LESS THAN 60" ABOVE TUB OR EXTERIOR SHEATHING NAILED W/ * 6" 11E. HOLD SIDING 6" ABv. FINISHED GRADE, TYP. HEATING ELEMENTS, AND SWITCHES SHALL ALSO BE A MIN. OF IS" ABOVE THE GARAGE 25. WALLS W/ GREATER THAN 350 PLF REQUIRE SHOWER B. ALL TUB t SHOWER DOORS 4 ENCLOSURES O.C. (EDGE) AND 12" O.C. (FIELD), U)�I.O., TYP. FLOOR PROTECT FROM IMPACT PER 2003 A MINIMUM OF A 3x MEMBER AT ABUTTING EXCEPT GLASS BLOCK GREATER THAN 6. PROVIDE DOUBLE JOISTS OR BLOCIING 15. FASTEN MULTI -LAM 2X BEAMS PER IRC I.M.C. PANEL EDGES AND SILL PLATES. FOR WALLS 3" SPHERE UNLESS DECORATIVE GLASS. WHERE PARTITIONS OCCUR ABOVE. STANDARDS, CHAPTER (o, TABLE R60230), BETWEEN 350 AND 600 PLF, ANCHOR BOLT D. ALL WINDOWS WITHIN 24" OF A DOOR TYPICAL DIRECTION. 20. DOOR BETWEEN HOUSE AND GARAGE TO BE SPACING HAS BEEN DECREASED BY 1/2 (USE SWING. LESS THAN 60" ABOVE FLOOR 'I. PROVIDE SOLID BLOCKING OVER vUPPORTS. 20 MIN RATED, SOLID CORE, TIGHT FITTING, 2x SILL PLATE). PER IRC R403.1.6. E. FIXED AND SLIDING PANELS OF SLIDING 16. ALL VOIDS TO BE FIRE/DRAFT BLOCKED WITH SELF CLOSURE. DOORS. 8. PLATE HEIGHT 1'-S" THIS FLOOR U.N.O. PER IRC SECTION R602.8. 21. ALL SMOKE DETECTORS TO BE 110 VOLT 26. TUBS AND SHOWERS: • FIRE BLOCKING BE'rWEEN STUDS. F. ALL UNFRAMED SWINGING DOORS. G. GLAZING LESS THAN 3' HORIZ. OF STAIR OR S. FIRE BLOCKING 2 ALL PLUMBING 11. INSTALL WATER HEATER PER I R.C. CHAPTER WITH BATTERY BACKUP, INTERCONNECTED. • LIMIT SHOWER FLOW TO 2.5 G.P.M. LANDING LESS THAN 60" ABOVE FIN. FLR PENETRATIONS 28 AND PER 2003 I.M.C. THE PILOTS, BURNERS, • WATERPROOF WALL TO WITHIN 10" ABOVE H. GLAZING LESS THAN 60" ABOVE STAIRS. rJ_EVE1.(}Pt,jj,__NT PLAN,"I'ILC, (�'dTY OF REF I'fo� j NOV - 2007 DRAFTER: Phil M. DATE: 10/15/2001 REV. DATE: N/A PROJ 0: 0110"1'1 ' v I. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS 2. SEE FRAMING PLANS FOR ALL HEADER AND BEAM SIZES 3. BOTTOM OF HEADERS TO BE 6'-8" THIS FLOOR UNLESS NOTED OTHERWISE. 4. ALL EXTERIOR U.N.O. 5. ALL FRAME NAILING 1 IRC BLOCK ALL FL EXTERIOR SHEATHIN O.C. (EDGE) AND 12" 6. PROVIDE DOUBLE WHERE PARTITIONS 1. PROVIDE SOLID 2x6 W/ R-21 INSULATION SATISFY CHAPTER 6 JOOD EDGES. ALL NAILED W/ 10d * 6" C. (FIELD), UN.O., TYP. TS OR BLOCKING CUR ABOVE. OVER SUPPORTS. 6. PLATE HEIGHT 'i'-9" THIS FLOOR URO. S. FIRE BLOCKING 2 ALL PLUMBING PENETRATIONS 10. ALL STORAGE AND SPACES UNDER STAIRCASES TO BE FINISHED WITH 5/8" TYPE "X" GYPSUM BOARD. II. FINISH ALL CEILINGS WITH 5/6" GYPSUM BOARD 12. AT GARAGE USE 5/8" TYPE "X" GYP. BD. AT ALL COMMON WALLS, ALL CEILING AND ALL EXPOSED BEAMS. 13. PROVIDE 26-GAUGE GALVANIZED SHEET METAL FLASHING ABOVE WINDOWS AND DOORS. (TYP.) LAP BUILDING PAPER OVER 14. HOLD SIDING 6" ABV. FINISHED GRADE, TYP. 15. FASTEN MULTI -LAM 2X BEAMS PER IRC STANDARDS, CHAPTER 6, TABLE R6023(l), TYPICAL DIRECTION. I6. ALL VOIDS TO BE FIRE/DRAFT BLOCKED PER IRC SECTION R6028. 11. INSTALL WATER HEATER PER I.R.C. CHAPTER 28 AND PER 2003 I.M.C. THE PILOTS, BURNERS, a-11 -1 1 /1) II HEATING ELEMENTS, AND SWITCHES SHALL BE A MIN. OF 1811 ABOVE THE GARAGE FLOOR PER 2003 I.M.C. I8. STRAP THE WATER HEATERS AT POINTS WITH IN THE UPPER 1/3 AND LOWER 1/3 OF ITS VERTICAL DIMENSION. LOWER POINT SHALL BE MINIMUM 4" ABOVE CONTROLS. 113. FURNACE TO BE PLACED 18" ABV. FLOOR ON 1 HOUR FURNACE PLATFORM W/ (2) 3/4" LAYERS PLYWOOD. THE PILOTS, BURNERS, HEATING ELEMENTS, AND SWITCHES SHALL ALSO BE A MIN. OF 16" ABOVE THE GARAGE FLOOR PROTECT FROM IMPACT PER 2003 I.M.C. 20. DOOR BETWEEN HOUSE AND GARAGE TO BE 20 MIN RATED, SOLID CORE, TIGHT FITTING, WITH SELF CLOSURE. 21. ALL SMOKE DETECTORS TO BE 110 VOLT WITH BATTERY BACKUP, INTERCONNECTED. 22. 36" I.C.C. APPROVED DIRECT VENT FIREPLACE W/ 20" D. FLUSH HEARTH. MIN. 6 60. IN, O.S. COMB. AIR INSTALL DIR VENT FRPL. PER TEEMS OF LISTING AND MFGRS SPECS. PER SECTION R1001 I.R.C. 23. PROVIDE CONT. HANDRAIL AT STAIRS A MIN. OF 1 1/2" FROM WALL, REFER TO DETAIL 14 ON SHEET NO. Al. 24. LIGHTING CONTROLS FOR INTERIOR STAIRWAYS MUST BE PROVIDED AT THE TOP AND BOTTOM OF THE STAIR 25. WALLS W/ GREATER THAN 350 PLF REQUIRE A MINIMUM OF A 3x MEMBER AT ABUTTING PANEL EDGES AND SILL PLATES. FOR WALLS BETWEEN 350 AND 600 PLF, ANCHOR BOLT SPACING HAS BEEN DECREASED BY 1/2 (USE 2x SILL PLATE). PER IRC R403.1/o. 26. TUBS AND SHOWER$: • FIRE OLOCKING BETWEEN STUDS. • LIMIT SHOWER FLOW TO 2b G.PJ'I- • WATERPROOF WALL TO WITHIN 10" ABOVE DRAIN INLET. • VAPOR BARRIER BEHIND GYPSUM BD. y • ALL GLAZING WITHIN loll ABOVE DRAIN INLET TO BE SAFETY GLASS. 21.ODENOTES EGRESSABLE WINDOW W/ A MIN. DOFF 5.1 50. FT. NET CLEAR OPENING t 44" MAX. ABV. FIN FLR MIN. EGRESSABLE WIDTH IS 20", MIN. HEIGHT IS 24". 28.® DENOTES SAFETY GLAZING REQUIRED IN THE FOLLOWING AREAS: A. GLAZING LESS THAN 60" ABOVE TUB OR SHOWER B. ALL TUB a SHOWER DOORS t ENCLOSURES EXCEPT GLASS BLOCK GREATER THAN 3" SPHERE UNLESS DECORATIVE GLASS. D. ALL WINDOWS WITHIN 24" OF A DOOR SWING. LESS THAN 60" ABOVE FLOOR E. FIXED AND SLIDING PANELS OF SLIDING DOORS. F. ALL UNFRAMED SWINGING DOORS. G, GLAZING LESS THAN 3' HORIZ. OF STAIR OR LANDING LESS THAN 60" ABOVE FIN. FLR H. GLAZING LESS THAN 60" ABOVE STAIRS. 29. ATTIC ACCESS TO BE A MIN. OF 22"x3O" WITH WEATHER-STRIPPING PER CODE. 30. WHOLE HOUSE FAN WITH AUTO TIMER AND MANUAL OVERRIDE NVAm NOUN mUI/UU1141T1IL ll µ PER FLOOR LOWER FLOOR •••• Sr_. MAIN FLOOR •••• S.F. UPPER FLOOR •••• Sr-. TOTAL FINISHED AREA •••• SF. DECKS/PORCHES •••• Sr_. GARAGE •••• SF. MMEQOWIM' llril U llluJlN ALL GLAZING TO BE IN COMPLIANCE LATEST WASHINGTON STATE ENERGY WITH THE CODE. TOTAL FINISHED AREA (PER UNIT) ••• SF. TOTAL GLAZING AREA (PER UNIT) •; •• S.F. GLAZING PERCENTAGE (PER UNIT) ••,.• � C'ryOFa-PI-jNV1IN bra h:r 9 O 2000 Inc IN w va �f Q o61 a o �r o '09�c t ""0 } al , u y a� r Q' © w �! DRAFTER - Phil M. DATE: 10/15/2001 REV. DATE: N/A PROJ •: O'11011 19' - 11 1/2" '-41/2Y. 3'-I1" I1'-5 1/2" 4'-4 1/2" 51_3" u O DOM N IIOY SD INTERCON � m m IIOY O _ INTERCOM 2668 WHOLE HOUSE m FANG NNECT - - 6068 BF, TO A OVEDr 24 HR. TIMER ;7 R4S _ I I I 11ov D I INTERCON v.. . I I YA10 I gpF'4CEN Li L------1 ro \ \ U--\ I I I 2668 N m MIN 12"x3O" ATTIC I MST I AESS WITH Res WEATH R-STRIPPING P R CODE N r m a I J y ® 2668 RtS - E704C SL 5'-9 1/2" 5'-1 1/2" 3'-4" 1'-O" 6 '-11" 5'-5 1/2" II'-9" 5' -10 3/4" 1. 5' -10 114" SCALE : 1/4" ■ I'-O" 1040 CSMT W/ WHOLE HOUSE 5/0 TUB FAN CONNECT W/ SHOWER > TO APPROVED 24 HR TIMER "$ MST SUITE, Fi a _ O 110V Q 286a INTERCON INTERCOM u,. >....:. .. ,.. r II l I w o$ II . n� - - - - Z 3: - nv?o.M all I �17 IIOY INTERCON lC 2668 2668 2 10'40"x10'-5" (o'-51/2" 10'-4 1/2" 12'-I1" O IIOV SD INTERCON too 0 o 5040 SL '-6 1/2t'-2 1/2 IV -II 1/2" 4'-9" 4'-9" IN I ' -O" 12' -2 1/2" 5' - 3 112" 7' - 1" 5'-10 1/24" 1040 C.*SMT W/ I Wil ii`�F 3` \ WHO HOUSE _k F� FAN CONNECT 5/0 TUB TO APPROVED W/ SHOWER,.. 24 HR. TIMER „ MSTE9 SUIT � � � ~® Q } � Q N � m O ilov SD 2868 INTERCOM O IIOV SD t INTERCON Al IY � C4 I\\,JF�4C4 V.T.O. ,•��k'� � - Q F IIOV s .s IIOV O INTERCON INTERCON 2668 2668 10'41x9'-11" I I cv p 10'-6 "XIO'-5'' 5040 SL -._- 4'-9" 5'-0 1/2" 3'-1 1/4" w'-5 1/4" 1 .0 9'-91/2" 1'-11" 2'-10" 10'-0112" 24'-5" 1. WRITTEN DIMENSIONS TAKE PRECEDENCE 10. ALL STORAGE AND SPACES UNDER HEATING ELEMENTS, AND SWITCHES SHALL BE 22.3611 I.C.C. APPROVED DIRECT VENT DRAIN INLET. 28. ATTIC ACCESS TO BE A MIN. OF 22"x30" WITH OVER SCALED DIMENSIONS STAIRCASES TO BE FINISHED WITH 5/8" A MIN. OF 16" ABOVE THE GARAGE FLOOR FIREPLACE W/ 20" D. FLUSH HEARTH. MIN. 6 s VAPOR BARRIER BEHIND GYPSUM BD. WEATHER-STRIPPING PER CODE. TYPE "X" GYPSUM BOARD. PER 2003 I.M.C. SQ, IN, OS. COMB. AIFt INSTALL DIR VENT ' ALL GLAZING WITHIN loll ABOVE DRAIN 2. SEE FRAMING PLANS FOR ALL HEADER FRPL. PER TEF;115 OF LISTING AND MFGRS INLET TO BE SAFETY GLASS. 30. WHOLE HOUSE FAN WITH AUTO TIMER AND AND BEAM SIZES 11. FINISH ALL CEILINGS WITH 5/8 GYPSUM BOARD 18. STRAP THE WATER HEATERS AT POINTS WITH SPECS. PER SECTION R1001 I.R.C. 21.ODENOTES EGRESSABLE WINDOW W/ A MIN. MANUAL OVERRIDE 3. BOTTOM OF HEADERS TO BE 6'-8° 12. AT GARAGE USE 5/6" TYPE "X" GYP. BD. AT IN THE UPPER 1/3 AND LOWER 1/3 OF ITS 23. PROVIDE CONT. HANDRAIL AT STAIRS A MIN. OF5.l SQ. FT. NET CLEAR OPENING! 44" MAX. THIS FLOOR UNLESS NOTED OTHERWISE. ALL COMMON WALLS, ALL CEILING AND VERTICAL DIMENSION. LOWER POINT SHALL OF 1 1/2" FROM WALL, REFER TO DETAIL ABV. FIN FLR. MIN. EGRESSABLE WIDTH IS ALL EXPOSED BEAMS. BE MINIMUM 4" ABOVE CONTROLS. 14 ON $PEET NO. Al. 20", MIN. HEIGHT IS 24". 4. ALL EXTERIOR WALLS 2x6 W/ R-21 INSULATION UN.O. 13. PROVIDE 26-GAUGE GALVANIZED SHEET IS. FUF;NACE TO BE PLACED 16" ABV. FLOOR ON 24. LIGHTING CONTROLS FOR INTERIOR 26.0 DENOTES SAFETY GLAZING REQUIRED IN METAL FLASHING ABOVE WINDOWS AND I HOUR FURNACE PLATFORM W/ (2) 3/4" STAIRWAYS MUST BE PROVIDED AT THE THE FOLLOWING AREAS: 5. ALL FRAME NAILING TO SATISFY CHAPTER 6 DOORS, (TYPJ LAP BUILDING PAPER OVER LAYERS PLYWOOD. THE PILOTS, BURNERS, TOP AND BOTTOM OF THE STAIR. A. GLAZING LESS THAN 60" ABOVE TUB OR IRC BLOCK ALL PLYWOOD EDGEa. ALL HEATING ELEMENTS, AND SWITCHES SHALL SHOWER EXTERIOR SHEATHING NAILED W/ 10d m 6" 14. HOLD SIDING 6" ABV. FINISHED GRADE, TYP. ALSO BE A MIN. OF fall ABOVE THE GARAGE 25R . WALLS W1/ GREATER THAN 350 PLF REQUIRE B. ALL TUB 4 SHOWER DOORS t ENCLOSURES O.C. (EDGE) AND 12" O.C. (FIELD), UN.O., TYF. FLOOR PROTECT FROM IMPACT PER 2003 A MINIMUM OF A 3x MEMBER AT ABUTTING EXCEPT GLASS BLOCK GREATER THAN 15. FASTEN MULTI -LAM 2X BEAMS PER IRC I.M.C. PANEL EDGES AND SILL PLATES. FOR WALLS 3" SPHERE UNLESS DECORATIVE GLASS. 6. PROVIDE DOUBLE JOISTS OR BLOCKING STANDARDS, CHAPTER 6, TABLE R6023(l), BETWEEN 350 AND 600 PLF, ANCHOR BOLT D. ALL WINDOWS WITHIN 24" OF A DOOR WHERE PARTITIONS OCCUR ABOVE. TYPICAL DIRECTION. 20. DOOR BETWEEN HOUSE AND GARAGE TO BE SPACING HAS BEEN DECREASED BY 1/2 (USE SWING. LESS THAN 60" ABOVE FLOOR 20 MIN RATED, SOLID CORE, TIGHT FITTING, 2x SILL PLATE). PER IRC R403.1.6. E. FIXED AND SLIDING PANELS OF SLIDING 1. PROVIDE SOLID BLOCKING OVER SUPPORTS, 16. ALL VOIDS TO BE FIRE/DRAFT BLOCKED WITH SELF CLOSURE. DOORS. PER IRC SECTION R602.8. 26. TUBS AND SHOWERS: F. ALL UNFRAMED SWINGING DOORS. ' " S. PLATE HEIGHT l -9 THIS FLOOR UN.O. 21. ALL SMOKE DETECTORS TO BE 110 VOLT • FIRE BLOCKING BETWEEN STUDS. G. GLAZING LESS THAN V HORIZ. OF STAIR OR 9. FIRE BLOCKING 2 ALL PLUMBING 11, INSTALL WATER HEATER PER I.R.C. CHAPTER WITH BATTERY BACKUP, INTERCONNECTED. s LIMIT 15HOUER FLOW TO 2B G.P.M. LANDING LESS THAN boll ABOVE FIN. FLR PENETRATIONS 26 AND PER 2003 I.M.C. THE PILOTS, BUIQ:JERS, s WATERPROOF WALL TO WITHIN 10" ABOVE H. GLAZING LESS THAN 60" ABOVE STAIRS. 00 JELOy'INirNT P, 1; i'P..f NOV- 2007 20106 IRC DRAFTER - Phil M. DATE: 10/15/2001 REV. DATE: N/A PROJ •: 0 Ln CV 0 f" () W X W W z J w p o ry a z O z W Ir NOTE: IRRIGATION SYSTEM TO BE INSTALLED PRIOR TO PLANTING. SHRUBS REMOVED=1 TOTAL 10 TREES ADDED Ka!! VINE MAPLE MIN 2" TRUNK AT TIME OF PLANTING BITTER CHERRY MIN 2" TRUNK AT TIME OF PLANTING OCEAN SPRAY O TALL OREGON GRAPE * EVERGREEN HUCKLEBERRY +ir BALD HIP ROSE * SWORD FERN BS BEACH STRAWBERRY IO INSIDE -OUT FLOWER PROPOSED ASPHALT AREA EXISTING IMPERVIOUSE AREA (GRAVEL) ICJ 10 0 10 20 SCALE IN FEET Call 2 Working Days Before You Dig 1- 800- 424- 5555 Utilities Underground Location Center NOTE: BOUNDARY AND TOPOGRAPHY ARE BASED ON MAPPING PROVIDED TO E3RA BY DESIGNS LIMITED AND OBSERVATIONS MADE IN THE FIELD. THE INFORMATION SHOWN DOES NOT CONSTITUTE A FIELD SURVEY BY E3RA. SEE SHEET 8 FOR LANDSCAPING DETAILS. ALL OPEN AREAS NOT COVERED IN IMPERVIOUS MATERIAL SHALL BE SEEDED OR MULCHED. NOTE: THIS SET OF PLANS SUPERCEEDS ALL PREVIOUS PLAN SETS No, Date Revision By I E3RA Inc. 9802 29th Ave. W. Suite B102 Everett, WA 98204 425-356-3372 425-356-3374 fax www.e3ra.com � EXPIRES 12, c I I I I I i IV 0 0 r FOUND RESAR IN.11CAP 29537 I I I I I I I I 1 � I 0 I Y D r fYl � I � I C I I Cn I i=r,UND • `2E:I;IAR W/4AP aocV) n dU I -25537 ~ N _ � r lPi1'-lti� W I I I I CHECKED FOR COMPLIANCE TO CITY STANDARDS PROJECT: Renton Triplexes Renton, WA SHEET TITLE: Landscape Plan A I DESIGNER: CRL DRAWN BY: CRL J �J CHECKED BY: RCE DATE: 10/24/07 Date Date Date JOB NO: T07250 SCALE: 1 " = 10' SHEET: 7 of 8 FILE: phrent.dwg DEVELOP CITY O�ufF RENry lA{G Nov - 2 20o7 RECEIVED U) w 8.dod Q 1 zvm.A U w a 0 w STAKE TREE WITH (2) TREATED 2"0 LODGEPOLE FINE DOWELED :B OR CONTAINERIZED TREE STAKES (8'-0" LENGTH) RUB TYP LOOP EACH TIE AROUND HALF (TYP) TREE LOOSELY TO PROVIDE 1" T ALL PLANTS AT NURSERY SLACK FOR TRUNK GROWTH--- VEL (TYP) d 2"-3" OF MULCH "CHAINLOCK" OR EQUAL TREE RUB PLANTING PIT TIE MATERIAL (1" WIDTH) NAIL EPARATION = ROOTBALL TO STAPLE TREE TIE MATERIAL TO STAKE TO HOLD VERTICALLY. PTH & WIDTH PLUS 1'--•0" LOOP EACH TIE AROUND HALF DITIONAL ALL SIDES TREE LOOSELY TO PROVIDE 1" SLACK FOR TRUNK GROWTH IISH GRADE DITIONAL PLANTING 'EA PREPARATION R DRAWINGS MOVE CONTAINER COMPLETELY REMOVE BURLAP FROM TOP 3 OF ROOTBALL. MOVE ALL WIRE AND RING TJVE BACKFILL SOIL IENDED WITH 2576 COMPOSED ORGANIC LCH AMMENDMENT DISTURBED SUBGRADE (PROVIDES FIRM BASE SO THAT ROOTBALL WILL NOT SINK) TYPICAL GROUND COVER PLANTED AT NURSERY: LEVEL MIN. 6" DEPTH 3"-4"PLANTING SOIL MIXED 50/50 WITH NATIVE SOIL OR NATIVE SOIL AMENDED WITH 25 % MIN DECOMPOSED ORGANIC MULCH AMENDMENT SCARIFIED SUBGRADE 2"--3" MULCH DEPTH (TAPERED AT TRUNK) MULCH TREE PIT MIN 5°-0" LENGTH X FULL PLANTING STRIP WIDTH BETWEEN CURB AND SIDEWALK (FOR PLANTING STRIPS LESS THAN 6'-0"WIDE.) PROVIDE 5'-0"0 MULCH RING FOR PLANTING STRIPS WIDER THAN 6'-0" SIDEWALK ROUGHEN SIDES OF PLANTING HOLE MAXIMIZE EXCAVATED AREA WITHOUT UNDERMINING ADJACENT PAVING/CURB 18" DEEP ROOT BARRIER (TYP. WITHIN 10' OF PAVING ---- REMOVE ALL WIRE & STRING, AND REMOVE ALL BURLAP FROM TOP 2/3 OF ROOTBALL NATIVE BACKFILL SOIL AMENDMENT WITH 25% ((�O /3 CU YD) DECOMPOSED ORGANIC MULCH AMENDMENT FOR ENTIRE TREE PIT AREA X ROOTBALL DEPTH ' UNDISTURBED SUBGRADE (PROVIDES FIRM BASE SO THAT ROOTBALL WILL NOT SINK) _�.. NOTE: THIS SET OF PLANS SUPERCEEDS ALL PR No, Date Revision NOTES: 1. INSTALLATION INCLUDES M 14 REMOVAL OF STAKES ONE YEAR AFTER INSTALLATION 2. SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING 3. TREE CLEARANCES SHALL _ BE PER STD PLAN NO 030 4. SEE STD PLAN NO 424 SEE NOTE 2 FOR TREE PIT DETAIL. (TYP) 1,_6,> w NOTE 3 —SET TOP OF ROOT CROWN 2" ABOVE ADJACENT CURB & SIDEWALK GRADE }' e TREE PIT DEPTH= «. :t ROOTBALL DEPTH (MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION) 4. DRIVE STAKES 6" TO 1 —'0?' INTO UNDISTURBED SOIL BELOW ROOTBALL 5'-0", WHICHEVER 1S GREATER MULCH AREA TO BE CLEAR OF GRASS, WEEDS, ETC, TO REDUCE COMPETITION WITH TREE ROOTS COMMON NAME LATIN NAME TYPE NUMBER VINE MAPLE ACER CIRCINATUM TREE 6 BITTER CHERRY PRUNIS EMARGINATE TREE 4 OCEANSPRAY HOLODISCUS DISCOLOR SHRUB 6 TALL OREGON GRAPE MAHONIA AQUIFOLIUM SHRUB 48 BALD HIP ROSE ROSA GYNBOCARPA SHRUB 16 EVERGREEN HUCKLEBERRY VACCINIUM OVATUM SHRUB 25 BEACH STRAWBERRY FRAGARIA CHILOENSIS GROUND 73 SWORD FERN POLYSTiCHUM MUNITUM GROUND 42 INSIDE --OUT FLOWER VANCOUVERIA HEXANDRA GROUND 1 87 ByE R A Inc. 9802 29th Ave. W. Suite B102 Everett, WA 98204 425-356-3372 425-356-3374 fax www.e3ra.c0m DRIVE STAKE AT ROOTBALL EDGE (TYP) CHECKED FOR COMPLIANCE TO CITY STANDARDS PROJECT: Renton Triplexes Renton, WA SHEET TITLE: Landscape Details ' T��' DESIGNER: CRL �pD DRAWN BY: CRL EXPIRES IZ/ 07 CHECKED BY: ROE DATE: 10/24/07 Date Date Date JOB NO: T07250 SCALE: As Shown SHEET: 8 of 8 FILE: r)hrent.dwi Qsw- or ON Nov • � 20 ? rah y SSMH RIM=27.33 IE=17.76 18" N IE=17.76 18" S II F I N I I I i 'I c I ' I I N N I I I I � \\MONITOR z ,` I' i c \\WELL 0 J I I \\ ,I 0 rrj I I i 411 i i v)°= I C i m i i o c I I I I .AI I I I I W t ER I MTER � I I ' N t N I I I j I I o i I I i I I I I � t � I � 1 I I I I � I` I W ' 1.0' 30.00, U ONv t P I I i � I I � v0 i �o Ow ul o' , I I UTILITY I ASPHALT POLE 0 c CATCH BASIN RIM=25.05 FILLED W/DEBRIS SSMH RIM=26.07 IE=16.23 18" N IE=16.23 18" S IE=16.23 8" W IE=16.23 8" E SS I N V) I UTILITY POLE WATE ® VALV I S FOUND 1 1 /2" BRASS DISK W/PUNCH IN 3"x3" CONC POST IN CASE 4 SW 1 /4, SE 1 /4, SEC 18, TWN 23N, PGE 5E, W. M t i I SSMH RIM=27.91 IE=23.40 8" S I I UTILITY - - POLE v, U) UTILITY POLE I � ,� I I c z 0 A rri FOUND I c� 3/4" IRON PIPE a? OFFSET 0.2' W -- 0\a; OUT --------- X- i - R X �- X \ / R CHAIN i I � i i �FENCELINK /� \�� ELECTRIC METER I � � x I I I RHODODENDRON TREE x i MAILBOX o� I I -0.6' OUT I CONCRETE li I 0.6' OUT p�J DECK 22.5' FF=2� 22.5' i i i i i i /d / x o � I I I CHAIN LINK, FENCE f°# x OUT X X X X TILITY FOUND i OLE REBAR W/CAP LS# 29537 t OFFSET 0.2' W c� z 0 z 0 A m m I S88'46'16"E 316.07' (BAGIS OF BEARING) S. 6th STREET OHU OHU �g \o ASPHALT I FOUND REBAR W/CAP o I LS# 29537 c OFFSET 0.1' W z o c S88'46'17"-119.78--------=""'-----r--------------------- x ° ry WOOD GATE FENCE o x c CONCRETE CHAINLINK V DRAIN FENCE 54.7' `LA X X ° Io TELEPHONE t c CONNECT v0\ 5 �tiT It v ! to RH=40.30- I I 0 J U w 2 ROOF CONCRETE b d I OVERHANG 1 STORY I DECK m HOUSE I �1 r N V) 54.5' �r •� 1.2' IN OIL TANK WOOD CONCRETE FENCE PAD ENCLOSURE GARAGE T � 27.3 WOOD o cn FENCE c cn 0 2 z 7 , ° ° ° 1.1' IN N88-46'17W 119.87' oc ��0 o UTILITY POLE zZ o N ( FOUND GARAGE REBAR W/CAP v0 0'0� LS# 29537 OFFSET 0.1' E 0.1' S ASPHALT � I I SSMH RIM=25.93 I I I IE=17.79 8" N I IE=17.79 8" S I zo OHU OHU OHU OHU - UTILITY POLE VICINITY MAP NTS VERTICAL DATUM & CONTOUR INTERVAL ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM ELEVATION DATA PROVIDED BY KING COUNTY FOUND BRASS DISK SET IN A DRILL HOLE IN SIDEWALK STAMPED "KING COUNTY EN-61 1973" KNOWN AS DATUM RENT1920 ELEVATION=27.855 NAVD 1988 1.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 THE CONTOUR INTERVAL OR PLUS / MINUS 0.5' FOR THIS PROJECT. LEGAL DESCRIPTION LOTS 5 AND 6 IN BLOCK 5 OF SMITHER'S FIFTH ADDITION TO THE CITY OF RENTON, AS PLAT RECORDED IN VOLUME 16 OF PLATS, PAGE 33, RECORDS OF KING COUNTY AUDITOR; SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON BASIS OF BEARINGS THE RECORD OF SURVEY AUDITOR'S NO. 19990707900018, AS PER SURVEY RECORDED IN VOLUME 130 OF SURVEYS ON PAGE 220C, RECORDS OF KING COUNTY, WASHINGTON ACCEPTED A BEARING OF S 88'46'16" E FOR S. 6th STREET BASED ON FOUND MONUMENTS IN CASE. GENERAL NOTES 1. THIS SURVEY WAS COMPLETED WITHOUT BENEFIT OF A CURRENT TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST ON THIS PROPERTY THAT ARE NOT SHOWN HEREON. 2. INSTRUMENTATION FOR THIS SURVEY WAS A 3-SECOND NIKON NPL 352 TOTAL STATION. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090. 3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN AUGUST 2007 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. 4. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS AND AS -BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE. 5. ALL MONUMENTS WERE_ LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED. PROJE ENGINEER INFORMATION RVEYOR: GEODATUM, INC. 1505 NW MALL ST. ISSAQUAH, WA 98027 PHONE: 425 837 8083 PROPERTY OWNER: TAX PARCEL NUMBER: PROJECT ADDRESS: ZONING: PARCEL ACREAGE: FOUND 1 1 /2" BRASS DISK W/PUNCH IN 3"x3" CONC POST IN CASE XIE FU HAI/HU QIAN QING/KWOK MAN CHING 530 SHATTUCK AVE. S. RENTON, WA 98057 784130-0400 530 SHATTUCK AVE. S. RENTON, WA 98057 RMT (9,586 S.F. 0.22 ACRES �) AS SURVEYED DEVELOPMENT PLANNING (. ITY OF RENTON NOV.- 2 2007 RECEIVED 0 Q 0 o I gum .-j cc lJ 4ofa cr) 00 ma00 w > Z =� O m rV V '� II �J ui D D Q Q V � X V A VCL o Q < Z V p CL � 0 H DRAFTER: MJP DESIGNER: PROD. ENGR./SURV.: TNW DATE: 8-07-07 PROJECT NO.: 07468 SHEET 1 OF 1 0 w w w ( V) I- c J J Q U z Q 0 0 w 0 0 0 N EXISTING/PROPOSED GRADE 27.50' X /PROPOS D GRADE 27.50' SCALE : 1/4" u I'-0" m T LEV TI ( HVAVE. VELC)POMENT PLANNING C1"rY OF RE�irOr! NOV `22007 19 Ecl_0 DRAFTER Phil M. DATE: 10/15/200i REV. DATE: N/A PROJ *: O'110'1'1 m;phl EL TI milW,illllllllll' - T L � I Thl E EV Ire] SCALE : 1/4" ■ P-of' EL,RA U N NOTE9 I. PROVIDE CONTINUOUS METAL GUTTERS TYPICAL. 2. PROVIDE ROOF VENTS PER IRC SECTION R806.1 TYPICAL. 3. PROVIDE GALVANIZED SHEET METAL FLASHING AND COUNTER FLASHING AT ALL ROOF PENETRATIONS INCLUDING CHIMNEYS. 4, REFER TO 5ECTION RI001 IRC. FOR CHIMNEY CON5TRUCTION. D. PROVIDE WEATHER-STRIPPING AT ALL DOORS AND WINDOW5. CAULK ALL JOINTS AND PENETRATIONS IN EXTERIOR WALL. 6, BRICK TO BE SUPPORTED BY STEEL LINTEL5 AND 5HALL NOT BEAR ON WOOD FRAMING. 1. FINI5HED EXTERIOR GRADE TO SLOPE AWAY FROM BUILDING AT A SLOPE OF AT LEA5T 2 % FOR A MINIMUM OF 5 FEET. 8. P05T APPROVED NUMBERS OR ADDRESS ON THE DWELLING. ADDRESS 5HALL BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE DWELLING. GROUND SNOW LOAD 25 WIND SPEED (M.P.H.) 85 SEISMIC DE51GN CATEGORY DI/D2 0 o DECAY SLIGHT TERMITE SLIGHT/MOSR w ; an FROST LINE DEPTH 1211 .Q WEATHERING MOD WINTER DESIGN TEMP. 26 A ICE SHIELD NO FLOOD HAZARDS PCC 11A.50 AIR FREEZING INDEX 50 MEAN ANNUAL TEMP. 50 OFT, Roof DSO 2' - O" V CHAMFER 4 1/2" O : CEDAR, N TYP. 2X4 CEDAR , SCALE: 1"-I'-O" SCALE : 1/4" - I'-0" SCALE : 1/4" - I'-0" SCALE : 1/4" - I'-0" 'OMEA'T L'LANNiNG 11'Y Gi REUroG j NOV - 2 2007 E;' -.1/ DRAFTER: Phil M. DATE: 10/15/2001 REV. DATE: N/A F'ROJ *: 011011 wwwa s SCALE : 1/4" ■ 1'-0" NOTH9 I. WRITTEN DIMENSIONS TAKE PRECEDENCE 10. ALL STORAGE AND SPACES UNDER HEATING ELEMENTS, AND SWITCHES SHALL BE 22. 36" I.C.C. APPROVED DIRECT VENT DRAIN INLET. 2S. ATTIC ACCESS TO BE A MIN. OF 22"x3O" WITH OVER SCALED DIMENSIONS STAIRCASES TO BE FINISHED WITH 5/6" A MIN. OF 16" ABOVE THE GARAGE FLOOR FIREPLACE W/ 20" D. FLUSH HEARTH. MIN. 6 • VAPOR BARRIER BEHIND GYPSUM BD. WEATHER-STRIPPING PER CODE. TYPE "X" GYPSUM BOARD. PER 2003 I.M.C. 60, IN. O.S. COMB. AIR. INSTALL DIR. VENT . ALL GLAZING WITHIN i0" ABOVE DRAIN 2. SEE FRAMING PLANS FOR ALL HEADER FRPL. PER TERMS OF L15TI�IG AND MFGRS INLET TO BE SAFETY GLASS. 30, WHOLE HOUSE FAN WITH AUTO TIMER AND AND BEAM SIZES 11, FINISH ALL CEILINGS WITH 5/6" GYPSUM BOARD I8. STRAP THE WATER HEALERS AT POINTS WITH SPECS. PER SECTION RIOOI I.R.C. 21.ODENOTES EGRESSABLE WINDOW W/ AMIN. MANUAL OVERRIDE 3. BOTTOM OF HEADERS TO BE 6'-8" THIS FLOOR UNLESS NOTED OTHERWISE. 12, AT GARAGE USE 5/8�� TYPE �� X�� GYP, BD. AT IN THE UPPER 1/3 AND LOWER 1/3 OF ITS 23. PROVIDE CONT, HANDRAIL AT STAIRS A MIN. DOFF 5.'1 SO. FT. NET CLEAR OPENING t 441MAX. ALL COMMON WALLS, ALL CEILING AND VERTICAL DIMENSION. LOWER POINT SHALL OF 1 1/2" FROM WALL, REFER TO DETAIL ABV. FIN FLR. MIN. EGRESSABLE WIDTH 15 4. ALL EXTERIOR WALLS 2x6 W/ R-21 INSULATION ALL EXPOSED BEAMS. BE MINIMUM 4" ABOVE CONTROLS. 14 ON SHEET NO. Al. 20", MIN. HEIGHT IS 24". U.N.O. 13. PROVIDE 26-GAUGE GALVANIZED SHEET IS. FURNACE TO BE PLACED 1611 ABV. FLOOR ON 24. LIGHTING CONTROLS FOR INTERIOR 26.® DENOTES SAFETY GLAZING REQUIRED IN 5. ALL FRAME NAILING t0 SATISFY CHAPTER 6 METAL FLASHING ABOVE WINDOWS AND I HOUR FURNACE PLATFORM W/ (2) 3/4" STAIRWAYS MUST BE PROVIDED AT THE THE FOLLOWING AREAS: IRC BLOCK ALL PLYWOOD EDGES. ALL DOORS. (TYP.) LAP BUILDING PAPER OVER LAYERS PLYWOOD. THE PILOTS, BURNERS, TOP AND BOTTOM OF THE STAIR A. GLAZING LESS THAN 60" ABOVE TUB OR EXTERIOR SHEATHING NAILED W/ lOd 0 6" 14. HOLD SIDING 6" ABV. FINISHED GRADE, TYP. HEATING ELEMENTS, AND SWITCHES SHALL ALSO BE A MIN. OF 1611 ABOVE THE GARAGE 25. WALLS W/ GREATER THAN 350 PLF REQUIRE SHOWER B. ALL TUB d SHOWER DOORS 4 ENCLOSURES O.C. (EDGE) AND 12" O.C. (FIELD), UN.O., TTP, FLOOR PROTECT FROM IMPACT PER 2003 A MINIMUM OF A 3x MEMBER AT ABUTTING EXCEPT GLASS BLOCK GREATER THAN (P. PROVIDE DOUBLE J015TS OR BLOCKING 15. FASTEN MULTI -LAM 2X BEAMS PER IRC STANDARDS, CHAPTER (o, TABLE R60230), I.M.C. PANEL EDGES AND SILL PLATES. FOR WALLS BETWEEN 350 AND 600 PLF, ANCHOR BOLT 3" SPHERE UNLESS DECORATIVE GLASS. D. ALL WINDOWS WITHIN 24" OF A DOOR WHERE PARTITIONS OCCUR ABOVE, TYPICAL DIRECTION. 20. DOOR BETWEEN HOUSE AND GARAGE TO BE SPACING HAS BEEN DECREASED BY 1/2 (USE SWING. LESS THAN 60" ABOVE FLOOR 1. PROVIDE SOLID BLOCKING OVER SUPPORTS, 16, ALL VOIDS TO BE FIRE/DRAFT BLOCKED 20 MIN RATED, SOLID CORE, TIGHT FITTING, WITH SELF CLOSURE. 2x SILL FLATS). PER IRC R403.1.6. E. FIXED AND SLIDING PANELS OF SLIDING DOORS. S. PLATE HEIGHT 'V-911 THIS FLOOR UN.O, PER IRC SECTION R602 8. 21, ALL SMOKE DETECTORS TO BE 110 VOLT AND SHOWERS. 26 • FIRE BLOCKING BETLUEEN STUD5. F. ALL UNFMEDHAN V HORIZ. OF STAIR OR G. GLAZING LESS TTUBS 9. FIRE BLOCKING 2 ALL PLUMBING 11, INSTALL WATER HEATER PER I,RC. CHAPTER WITH BATTERY BACKUP, INTERCONNECTED. s LIMIT SI IOWER FLOW 'CO 2-0, G.P.M. LANDING LESS THAN 60" ABOVE FIN. FLR PENETRATIONS 26 AND PER 2003 I.M.C. THE PILOTS, BURNERS, • WATERPROOF WALL TO WITHIN 1011 ABOVE H. GLAZING LESS THAN 60" ABOVE STAIRS. "EVELOFMENT PLANNING C1T"/ OF RENTON 9ECEIVED O 0 a Inc x 'L Ala i5 Ls.�i t ;F= z W t 1% {c� pu w _ IOU 0 ;a a fllQ }. w� DRAFTER: Phil M. DATE: 10/15/2001 REV. DATE: N/A PROJ 0110'11 t alif-I 1/711 MUM F o ME OURNARY ° Y PER FLOOR W I NUS F o ii aE OUMup A Y PER FLOOR Off 2,J NUARE F o THE WN A Y PER FLOOR Off 4 LOWER FLOOR 310 S.F. LOWER FLOOR 145 S.F. LOWER FLOOR 148 SF. MAIN FLOOR 659 S.P. MAIN FLOOR 580 S.F. MAIN FLOOR 580 SF. UPPER FLOOR 688 S.F. UPPER FLOOR 131 Sr-. UPPER FLOOR 131 SF. TOTAL FINISHED AREA 1111 S.F. TOTAL FINISHED AREA 1465 Sr-. TOTAL FINISHED AREA 1465 Sr-. DECKS/PORCHES 211 SF. DECKS/PORCHES 110 SF. DECKS/PORCHES 110 S.F. GARAGE 390 Sr-. GARAGE 361 SR GARAGE 361 SF. NO u EO I. WRITTEN DIMENSIONS TAKE PRECEDENCE 10. ALL STORAGE AND SPACES UNDER HEATING ELEMENTS, AND SWITCHES SHALL BE 22. 36" I.C.C. APPROVED DIRECT VENT DRAIN INLET. 29. ATTIC ACCESS TO BE A MIN. OF 22"x3O" WITH OVER SCALED DIMENSIONS STAIRCASES t0 BE FINISHED WITH 5/6" A MIN. OF 15" ABOVE THE GARAGE FLOOR FIREPLACE W/ 20" D. FLUSH HEARTH. MIN. 6 • VAPOR BARRIER BEHIND GYPSUM BD. WEATHER-STRIPPING PER CODE. TYPE "X" GYPSUM BOARD. PER 2003 I.M.C. SO. IN. O,S, COMB. AIR INSTALL DIR, VENT • ALL GLAZING WITHIN 10" ABOVE DRAIN 2. SEE FRAMING PLANS FOR ALL HEADER FRPL. PER TERMS OF LISTING AND MFGRS INLET TO BE SAFETY GLASS. 30. WHOLE HOUSE FAN WITH AUTO Tl1-I,R AND AND BEAM SIZES 11. FINISH ALL CEILINGS WITH 5/6" GYPSUM BOARD I8. STRAP THE WATER HEALERS AT POINTS WITH SPECS. PER SECTION R1001 I.R.C.MANUAL 27.ODENOTES EGRESSABLE WINDOW W/ A MIN. OVERRIDE 3. BOTTOM OF HEADERS t0 BE 6'-8" THIS FLOOR UNLESS NOTED OTHERWISE. 12. AT GARAGE USE 5/8" TYPE X" GYP. BD. AT " IN THE UPPER 1/3 AND LOWER 1/3 OF ITS 23. PROVIDE CONT. HANDRAIL AT STAIRS A MIN. DOFF 5.1 50. FT. NET CLEAR OPENING < 44" MAX. , ALL COMMON WALLS, ALL CEILING AND VERTICAL DIMENSION. LOWER POINT SHALL OF 1 1/2" FROM WALL, REFER TO DETAIL ABV. FIN FLR MIN. EGRESSABLE WIDTH IS 4. ALL EXTERIOR WALLS 2x6 W/ R-21 INSULATION ALL EXPOSED BEAMS. BE MINIMUM 4" ABOVE CONTROLS. 14 ON SHEET NO. Al. 20", MIN. HEIGHT IS 24". U.N.O. 13. PROVIDE 26-GAUGE GALVANIZED SHEET IS. FURNACE TO BE PLACED IS" ABV. FLOOR ON 24. LIGHTING CONTROLS FOR INTERIOR 28.0 DENOTES SAFETY GLAZING REQUIRED IN 5. ALL FRAME NAILING TO SATISFY CHAPTER 6 METAL FLASHING ABOVE WINDOWS AND I HOUR FURNACE PLATFORM W/ (2) 3/4" STAIRWAYS MUST BE PROVIDED At THE THE FOLLOWING AREAS: IRC BLOCK ALL PLYWOOD EDGES. ALL DOORS. (TYP.) LAP BUILDING PAPER OVER LAYERS PLYWOOD. THE PILOTS, BURNERS, TOP AND BOTTOM OF THE STAIR A. GLAZING LESS THAN 60" ABOVE TUB OR EXTERIOR SHEATHING NAILED W/ lOd 0 6" 14. HOLD SIDING 6" ABV. FINISHED GRADE, TYP. HEATING ELEMENTS, AND SWITCHES SHALL ALSO BE A MIN. OF 18" ABOVE THE GARAGE 25. WALLS W/ GREATER THAN 350 PLF REQUIRE SHOWER B. ALL TUB t SHOWER DOORS t ENCLOSURES O.G. (EDGE) AND 12" O.C. (FIELD), UN.O., TYP. FLOOR PROTECT FROM IMPACT PER 2003 A MINIMUM OF A 3x MEMBER AT ABUTTING EXCEPT GLASS BLOCK GREATER THAN 6. PROVIDE DOUBLE JOISTS OR BLOCKING 15, FASTEN MULTI -LAM 2X BEAMS PER IRC I.M.C. PANEL EDGES AND SILL PLATES. FOR WALLS 3" SPHERE UNLESS DECORATIVE GLASS. WHERE PARTITIONS OCCUR ABOVE. STANDARDS, CHAPTER 6, TABLE R60230), BETWEEN 350 AND 600 PLF, ANCHOR BOLT D. ALL WINDOWS WITHIN 24" OF A DOOR TYPICAL DIRECTION. 20. DOOR BETWEEN HOUSE AND GARAGE TO BE SPACING HAS BEEN DECREASED BY 1/2 (USE SWING. LESS THAN 60" ABOVE FLOOR "I. PROVIDE SOLID BLOCKING OVER SUPPORTS. 20 MIN RATED, SOLID CORE, TIGHT FITTING, 2x SILL PLATE). PER IRC R403.Ib. E. FIXED AND SLIDING PANELS OF SLIDING I6. ALL VOIDS t0 BE FIRE/DRAFT BLOCKED WITH SELF CLOSURE. DOORS. 6. PLATE HEIGHT 7'-9" THIS FLOOR U.N.O. PER IRC SECTION R602.8. 26, TUBS AND SHOWERS: F. ALL UNFRAMED SWINGING DOORS. ZI. ALL SMOKE DETECTORS t0 BE IIO VOLT FIRE BLOCKING BETWEEN STUDS. G. GLAZING LESS THAN 3' HORIZ. OF STAIR OR S. FIRE BLOCKING 2 ALL PLUMBING 11. INSTALL WATER HEATER PER I.R.C. CHAPTER WITH BATTERY BACKUP, INTERCONNECTED. • LIMIT SHOWER FLOW TO 2_5 G.P.M. LANDING LESS THAN 60" ABOVE FIN. FLR PENETRATIONS 28 AND PER 2003 I.M.C. THE PILOTS, BURNERS, • WATERPROOF WALL TO WITHIN 10" ABOVE H. GLAZING LESS THAN 60" ABOVE STAIRS. DEVELOPMENT PLANNING CITY OF RENTON NOV W 2 2007 RE DRAFTER: Phil M. DATE: 10/15/2001 REV. DATE: N/A PROJ M: O'110'1'1 I cal It WHOLE FAN Ct TO APF 24 HP_ TV -11 1/2" '-4 1/2',. 3'-11" ,, -13'-8" FAN V.T.O. C.F.M. MIN 2 "x3O" ATTIC AC I WITH EEATH R-STRIPPIN P R CODE I1'-5 1/2" ll'-6" I'-O" 6'-1111 5'-5 1/211 I1'-9" 4'-4 1/2" 5'-311 �'-3" 5'-10 3/411 5'-10 1/411 1040 C15MT W/ _17— V.T.O. ! WHOLE HOUSE CF � � 5/O TUB FAN CONNECT W/ SHOWER TO APPROVED ® 24 HP°. TIMER m 2 N o �4 � OEMMSTfg SUIT IIOV O �SD Z Fi IIOV SD INTERCON 1i 3' - 4 11 2668 ---- 6068BP IQ O rvw IIOV ..INTERC:ON 'm —r _ I UJ it A o �� II MSTR SUIT 2668 I IN' R46— I I I uiICi. i I m Ini 1'-O" I2'-2 I/2" 5'-3 I/2" -1'—I" 5'-101/2" ,. V-4" 1040 CSMT W/ J,i" WHOLE HOUSE FAN CONNECT 5/0 TUB t0 APPROVED W/ SHOWER 24 HR. TIMER MSTE9 SUIT £ $ `� ' 0 OO 11ov SD IIOV SD IIOV SD 2'8 INTERCON INTERCON 2868 O INTERCON IIOV SD INTERCON a. m� �m I � 7�o �� 0 p � I 14�� boob 1 wj I o g o vI I ov,�,$ n = ( I V.T.O. V.T.O. FANt'£' FAN O �� 50 CFM RtS O )Y SD 4 IIOV SD RCON OO INTERCON 2668 2668) ?, 110Y SD 2668 2668 INTERCON 2 I L-----------j 10'-6"xl0'-5" 2668 I I m ® RtS I I (Q ro o 504C SL 0 I tY � I 0 504C SL 1/2" 5'-1 1/2" (0'-5 1/2" 3'-II" 10'-4 1/211 '-6 1/2 '-2 1/2' 12' -11" SCALE: 1/4" I'-O" 7'i' - I i 1 /2 " 0 IIOV SD INTERCON , 5040 SL 4'—Q-11 1—e„ Pi 3 w SL 4'-9" 5'-0 1/2" I -0" 9'-9 1/2" 24'-5" 0- ED I f m m i I � 3L` F---_1r----� a - 0 2 10'40"XI - I w 3'-1 1/45 1/4" 1'-1111 2'-10" 10'-O 1/2" 12'-10 1/211 I. WRITTEN DIMENSIONS TAKE PRECEDENCE 10. ALL STORAGE AND SPACES UNDER HEATING ELEMENTS, AND SWITCHES SHALL BE 22, 36" I.C.C. APPROVED DIRECT VENT DRAIN INLET. 29, ATTIC ACCESS TO BE A MIN. Cr- 22"x3O" WITH OVER SCALED DIMENSIONS STAIRCASES TO BE FINISHED WITH 5/8" A MIN. OF 18" ABOVE THE GARAGE FLOOR FIREPLACE W/ 20" D. FLUSH HEARTH. MIN. 6 • VAPOR BARRIER BEHIND GYPSUM BD. WEATHER-STRIPPING PER CODE. TYPE "X" GYPSUM BOARD. PER 2003 IM.C. $0. IN. OS, COMB. AIR INSTALL DIR VENT ' ALL GLAZING WITHIN 1011 ABOVE DRAIN 2. SEE FRAMING PLANS FOR ALL HEADER FRPL. PER TERMS OF LISTING AND I'1FGRS INLET TO BE SAFETY GLASS. 30. WHOLE HOUSE FAN WITH AUTO TIMER AND AND BEAM SIZES 11. FINISH ALL CEILINGS WITH 5/8" GYPSUM BOARD I8. STRAP THE WATER HEATERS AT POINTS WITH SPECS. PER SECTION RI001 I.R.C. E 21. DENOTES EGRESSABLE WINDOW W/ A MIN. MANUAL OVERRIDE 3. BOTTOM OF HEADERS TO BE 6'-8° 12. AT GARAGE USE 5/8�� TYPE �� X�� GYP. BD. AT IN THE UPPER 1/3 AND LOWER 1/3 OF ITS 23. PROVIDE CONT. HANDRAIL AT STAIRS A MIN, 5.1 60. FT. NET CLEAR OPENING t 44" MAX. THIS FLOOR UNLESS NOTED OTHERWISE. ALL COMMON WALLS, ALL CEILING AND VERTICAL DIMENSION. LOWER POINT SHALL OF 1 1/2" FROM WALL, REFER TO DETAIL ABV. FIN FLR MIN. EGRESSABLE WIDTH IS 4. ALL EXTERIOR WALLS 2x6 W/ R-21 INSULATION ALL EXPOSED BEAMS. BE MINIMUM 4" ABOVE CONTROLS. 14 ON SHEET NO. Al. 20", MIN. HEIGHT IS 24". U.N.O. 13. PROVIDE 26-GAUGE GALVANIZED SHEET 19. FURNACE TO BE PLACED 18" ABV. FLOOR ON 24. LIGHTING CONTROLS FOR INTERIOR 26.0 DENOTES SAFETY GLAZING REQUIRED IN METAL FLASHING ABOVE WINDOWS AND I HOUR FURNACE PLATFORM W/ (2) 3/4" STAIRWAYS MUST BE PROVIDED AT THE THE FOLLOWING AREAS: 5. ALL FRAME NAILING TO SATISFY CHAPTER 6 DOORS. (TYR) LAP BUILDING PAPER OVER LAYERS PLYWOOD. THE PILOTS, BURNERS, TOP AND BOTTOM OP THE STAIR A. GLAZING LESS THAN 60" ABOVE TUB OR IRC BLOCK ALL PLYWOOD EDGES. ALL HEATING ELEMENTS, AND SWITCHES SHALL SHOWER EXTERIOR SHEATHING NAILED W/ IOd 0 6" 14. HOLD SIDING 6" ABV. FINISHED GRADE, TYR ALSO BE A MIN. OF IS" ABOVE THE GARAGE 25. WALLS W/ GREATER THAN 350 PLF REQUIRE B. ALL TUB t SHOWER DOORS t ENCLOSURES O.C. (EDGE) AND 12" O.C. (FIELD), UN.O., TYP• FLOOR PROTECT FROM IMPACT PER 2003 A MINIMUM OF A 3x MEMBER AT ABUTTING EXCEPT GLASS BLOCK GREATER THAN 15. FASTEN MULTI -LAM 2X BEAMS PER IRC I.M.C. PANEL EDGES AND SILL PLATES. FOR WALLS 3" SPHERE UNLESS DECORATIVE GLASS. (o. PROVIDE DOUBLE JOISTS OR BLOCKING STANDARDS, CHAPTER 6, TABLE R60230), BETWEEN 350 AND 600 PLF, ANCHOR BOLT D. ALL WINDOWS WITHIN 24" OF A DOOR WHERE PARTITIONS OCCUR ABOVE. TYPICAL DIRECTION. 20. DOOR BETWEEN HOUSE AND GARAGE t0 BE SPACING HAS BEEN DECREASED BY 1/2 (USE SWING. LESS THAN 60" ABOVE FLOOR 20 MIN RATED, SOLID CORE, TIGHT FITTING, 2x SILL PLATE). PER IRC R403.1.6. E. FIXED AND SLIDING PANELS OF SLIDING 1. PROVIDE SOLID BLOCKING OVER SUPPORTS. 16. ALL VOIDS TO BE FIRE/DRAFT BLOCKED WITH SELF CLOSURE. DOORS. PER IRC SECTION R602 8. 26 TUBS SHOWERS: F. ALL SWINGING LESS 8. PLATE HEIGHT 1'-9" THIS FLOOR U.N.O. 21. ALL SMOKE DETECTORS TO BE 110 VOLT RE BLOCKING BETWEEN STUDS. G. GLAZIAND TMED HAN NG OF STAIR OR 9. FIRE BLOCKING 2 ALL PLUMBING 11, INSTALL WATER HEATER PER I.R.C. CHAPTER WITH BATTERY BACKUP, INTERCONNECTED. • LIMIT SHOWER FLOW TO 2B G.PM. LANDING LESS THAN boll ABOVE FIN. FLR PENETRATIONS 28 AND PER 2003 I.M.C. THE PILOTS, BURNERS, • WATERPROOF WALL TO WITHIN 10" ABOVE H. GLAZING LESS THAN 60" ABOVE STAIRS. 0EVELOpMENT Pl P�1alIl�lG CITY OF REN-roP! NOV-22007 0 ne IRC DRAFTER: Phtl M. DATE: 10/15/2001 REV. DATE: N/A PROJ �: uo--.z-'a U) Uj X Uj z 8j :D ') 0 0 Q� CL z 0 F— z LU CC Im Hv —3s �0-\ I SITE <1 U S 6TH ST TALBOT RD S s G?, 405 VICINITY MAP NTS Two Tri IeXK;- Prtip0red Fir: lfict�r F'ham 201 Valley Ave �'uyallup, Washingfori 98371 206-77'8-6859 ffl ' W - Zft,4Z*M NOTE: THIS SET OF PLANS DATED 10/24/07 SUPERCEEDS ALL PREVIOUS PLAN SETS No, Date Revision By E3RA inc. 9802 29th Ave. W. Suite B1 02 Everett, WA 98204 425-356-3372 425-356-3374 fax www.e3ra.com EXPIRES I CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date Date PROJECT: Renton Triplexes Renton, WA SHEET TITLE: Title, Index, and Location Map DESIGNER: CRIL DRAWN BY: CRL CHECKED BY: RCE DATE: 10/24/07 JOB NO: T07250 SCALE: SHEET: 1 of 8 FILE: phrent.dwg E �At c�'-roypomm ' ro REN NOV - 2 2007 THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 0 OCCURS, A 1. BEFORE ANY CONSTRUCTION OR HELD WITHATfT ICITY OF RENTON PLAN L0 PRE --CONSTRUCTION MEETING REVIEWER. � 2. All construction shall be in accordance with the 1996 Standard Specifications or by WSDOT and the American Public �" Road, Bridge and Municipal Construction prepared as amended by the City of Renton Public Works Works Association (APWA), Department. 3. The surface water drainage sys'n thsehPlublic Works r Departmeucted nt. Any devg to iation approved plans, which are on file approvedwritten roval from the City of Renton Public from the approved plans will require Works Department, Surface Water Utility Section. LLI these appro ved plans must be on the job site whenever construction is 4. A copy of w UJ z _J in progress. p roved b the City of Renton Public Y 5. Datum shall be NAVD 88 unless otherwiseand noted on the plans. Works Department. Reference benchmark and elevations are U w o and 6. All sedimentation/erosiotheacmust usaf factorpyrmaintained until Ilecaonstruction is I building construction, and y bees completed and the potential for on -site erosion has passed. 7. All retention/detention facilities must be installed and in operation prior u is in approved by the Public conjunction with all construction activity unless otherwise Department, Surface Water Utility Section. Works b h droseeding. The grass seed mixture, other than 8. Grass seed may be appliedY Y be submitted by a Landscape City of Renton approved standard mixes, shall by the Public Works Department, Surface Water Utility Architect and approved Section. 9. All pipe and appurtenances shall be laid on a properly prepared foundation in shi andard gnecesston ashall te f accordance with Section 7-02.3(1)Construction. of the en This in lude ary leveling for Road and Bridge Specification the f dto' uniforon am material,as of the trench bottom or the top °f soe!that heaen i e and compaction of required bedding material, be supported on a uniformly dense, unyielding base. All pipe length of the pipe will land trench bedding shall be APWA Class C , with the avernent a d sVrucPupal fie. ll All shall be compacted to minimum 95% for p D-1557--70• Pea gravel bedding shaft be 6 inches over and otherwise per ASTM under PVC pipe. 10. Galvanized steel pipe and alumen►ziedist drainage facilities shall have asphalt treatment #1 or bett deeandlouts deal+ 11. Structures shall not be permetedowiQfinan0 channel bank�pring line of any storm drainage pipe, or 15 feet from t p 12. All catch basin grates shall be depressed 0.10 feet below pavement level. 13. Open cut road crossings through existing public right of way will not be allowed Planning/building/Public Works unless specifically approved by City of Renton Administrator. e of 14. Rock for erosion protection of roads) de ditches, t1 h foot and mustrmeeththlebfollowing ) one sound quarry rock placed to a depth of ( specifications: 4- 8 inch rock / 40 - 70% passing; 2 - 4 inch rock / 30 - 40% passing; and less than 2 inch rock / 10 - 20% passing. to rn 15. All building downspouts and footing drains be plan reviewernortSdurfacehWaterrrUtility drainage system, unless approved by the City p dimensioned, cerkified as -built drawing of this drainage Section. An accurately system will be submitted to the City upon completion. 16. Issuance of the building or construction permits by the City of Renton does not and/or liability connected with relieve the owner of the continuing legal obligation storm surface water disposition Further,the Cit ton systemoes oprov provided during Erna anin ntenance ofnthe obligation for the proper functioning construction. 17. The Contractor shall be responsible as providingadequate needed actions t protect the devices, protective equipment, flagg , in t the to ntraveied life, health, and safety of right of pub tract. of work covered by t Con tractd �r Anytwork within the performance way that may interrupt normal trafficflow Tran shall r ation Systems Divsio+nPlaAll approve by the Public WorkDepartment, WSDOT Standard Specifications 1-07-23 Traffic Contra) shall apply. sections of the 18. Special drainage measures will be required if the project location is within the aquifer protection area (APA). TYPE 1 CD W/ ®IL WATER SEPERATOR AND GRATE, 4® PVC CONNECTING TO ROOF DOWNSP13UTS SEE STANDARD PLAN D012 RE, 25.50 (APPROXIMATE) 10 SAW CUT 4' TRENCH REPLACE ASPHALT AND PAVEMENT IE, 22.40 12' ADS N-12 W MATCH EXISTING PAVEMENT SECTION 64 LF 12° ADS N-12 1t13% %}3 TYPE 1 CD W1OIL LMATEER SEPERATOR AND GRATE, RE' 2 IE+ 21.05 122"' ADS N--12 E 05 BOUNDARY AND TOPOGRAPHY ARE BASED ON IE, 21.55 61 ADS N-12 E MAPPING PROVIDED TO E3RA BY DESIGNS LIMITED IEt 21.55 6' ADS N-12 E W AND OBSERVATIONS MADE I NQT IE, 21.05 12' ADS N-12 INFORMATION SHOWN DO CONSTITUTE A FIELD 70 LF 12' PVC a 1,13% SURVEY BY E3RA. (5) TYPE 1 CB W/ SOLID COVER REi 26.00 (APPROXIMATE) IE, 20,63 12'' PCP N (EXISTING, CALCt) NOTEI PROPOSED IMPERVIOUS SURFACES 10 20.63 12' PVC E S•rING CALC,) IEi 20,53 12 PCP S (EXI ROOF 4,-G3 6 3 Lir 6" ADS N-22 1t0% MIN PAVEMENT-3,120 SQ-FT NEW AND REPLACED IMPERVIOUS SURFACE CONNECTING TO ROOF AND FOOTING PROPOSED FOR THE SITE-7,403 SQ-FT DRAIN SYSTEMS ADS IN 12 R 1AND ME'Q EXISTING IMPERVIOUS SURFACES CONNECTING TDWRpgF TING HOUSE-1,300 SQ-FT DRAIN SYSTEMS PARKING-500 SQ-FT ( 4" PERFORATED FOOTING DRAIN PIPE GARAGE-400 SO -FT 16,1 F7-17 R:. 7 Q a' w w 'IN a Tr:T;, ? : taw l tSL .r > PROPOSED ASPHALT AREA EXISTING IMPERVIOUSE AREA (GRAVEL) G• I I } K• 4 I FOUKC3 t, �;��I s r �� - - � 38$°46'17°°E 119.7+�'� •�' � � - :._ 4 +l r.._YS l I -.._..- --- -'--..-._.._..-.-. - - - - -'-' - - - - ---' --' --- - -.- - " -- -._.-..-.._.I - - ! t ------- PROPOSED TRIPLEX ..•....... _._..,..... _..__. _,.__....w_................... _.. _ _ __.._ _ -I ( ;I r tt i )iv 4". -DECK 16 TIN -F =i I I fed if o.m . 4 4. , F -� DECK i ._._._._._._._._.-.------------ _ ._._._._._._._._._._ - t xi. CO1 I j :I Od LO i ry I. 1 a I_0l `� PROPOSED TRIPLEX i. i a i, S $8d46'1$p E 119.$8' �..,..�... .�... ._ ..._ .T ...m :Fair 20 . y .{✓N'�'L fr�f. 'Stitt �F ' I ♦t t5 i }" i t4S Call 2 Working Days Before You Dig 1-800-424 - 5555 Utilities Underground Location Center NOTE: THIS SET OF PLANS SUPERCEEDS ALL PREVIOUS PLAN SETS No, Date Revision 10 0 10 24 SCALE IN FEET By E3RA Inc. 9802 29th Ave. W. Suite 13102 Everett, WA 98204 425-356-3372 425-356-3374 fax www.e3ra.com Jyti sS I M 0 4.E PRopr. a Hobert C. Elslip (da. 0253 ,�� ,•' v, I I I I C Co I c� V) cQ X 0) 7 I I 4 I I I i I I I LEGAL: SMITHERS 5TH ADD TO RENTON CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date - -_-- Date PROJECT: Renton Triplexes Renton, WA SHEET TITLE: Drainage, Grading Plan, and Notes 3 -) DESIGNER: CRL Ire /, ,' Al, DRAWN BY: CRL Zs10? CHECKED BY: RCE 12/5/ej) DATE: 10/24/07 JOB NO: T07250 SCALE: 1" = 10' SHEET: 2 of 8 FILE: phrent.dwg DF"ELr P&16Arr CITY OF7 EtV L41j tP1G Nov 2007 "EVELOPME:N-r pLA C'TYO�Rc'Ar rqNING rob] NOY -- 2 20o? PLA cl-ry 0/� WOAJNN/AiC.3 a� 'NOV - 2 20o7 Water Utility Notes and Specifications THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WATER UTILITY. 0 1. All work material shall be in conformance with the standards and specifications of LO the City of Renton Planning/Building/Public Works Department and the latest edition C\3 of the WSDOT/APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton Standard Plans &Specifications. A set of approved 0 plans shall be kept on site at all times during construction. 2. The hours of work in the street right of way shall be limited to 8:30 AM to 3:30 PM on weekdays unless otherwise approved in writing by the Public Works Department at (425) 430-7301. The Police Department, Fire Department, and 911 shall be notified 24 hours in advance of any work in the right of way. 3. All locations of existing utilities shown are approximate and it shall be the (fj contractor's responsibility to verify the true and correct location so as to avoid UI damage or disturbance. For utility locates call 48-hour locators 800--424-5555. w X4. An approved Traffic Control Plan is required to be submitted at the zPre-Construction meeting. CL w5. All watermain pipe is to be cement lined ductile iron pipe conforming to AWWA o C110 and C111 or latest revision, thickness Class 52. Cement mortar lining and seal coating shall conform to AWWA C104 or latest revision. Pipe joints to be push -on a_ I or mechanical joint. Bedding to be Class C. All ductile iron pipe and fittings shall 0 be polyethylene wrapped per ANSI/AWWA C105/A21.5-93 Standards. I- 6. Cast iron and ductile iron fittings shall be cement lined, pressure rated as noted on plans, and in accordance with ANSI/AWWA C110/A21.10-87. Cement lining shall W be in accordance with ANSI/AWWA C104/421/4--90. If fittings are 3 to 12 inches in diameter and have mechanical joints, the fittings shall in accordance with either ANSI/AWWA C110-A21.10-87 or ANSI/AWWA C153/A21.53-94. Three (3) inch to 12 inch diameter fittings, which have mechanical joints and/or flanged joints, shall be in accordance with ANSI/AWWA C110/A21.10.87 or a combination of ANSI/AWWA C110/A21.10.87 and ANSI/AWWA C153/A21.53--94 such that the portion of the fitting with a mechanical joint(s) may be with ANSI/AWWA C153/A21.53-94 and that portion of the fitting with flanged joint(s) shall be in accordance with AWWA C11O/A21.10-87. Acceptance testing in accordance with section 53.53 of ANSI/AWWA section 10-4.3 of ANSI/AWWA C110/A21.10--87 shall be obtained by the contractor and transmitted to the owner. 7. Gate valves shall be iron body, bronzed -mounted, double disc with bronze wedging device and 0-ring stuffing box (AWWA C500) or of resilient seated type (AWWA C509). Valves shall be designed for a minimum water operating pressure of 200 psi. Gate valves shall be Clow List 14, Mueller Company NO. A2380 or M & H. 8. Fire hydrants shall be Corey type (opening with the pressure) or compression type (opening against pressure) conforming to AWWA C-502--85 with a 6 inch mechanical joint Inlet and a main valve opening (M.V.O.) of 5-1/4 inch, two 2-1/2 inch hose nozzles with National Standard Threads 7-1/2 threads per inch and one 4 inch pumper nozzle with the new Seattle Pattern 6 threads per inch, 60 degrees V. Threads: outside diameter of male thread 4.875 and root diameter 4.6263. Hydrants shall have a 1-1/4 inch pentagon operating nut opened by turning counter clockwise (left). 9. The two 2-1/2 inch hose nozzles shall be fitted with cast iron threaded caps with operating nut of the same design and proportions as the hydrant stem nut. Caps shall be fitted with suitable neoprene gaskets for positive water tightness under test pressures. 10. The 4 inch pumper nozzle shall be fitted with a Storz adapter, 4 inch Seattle Thread x 5 inch Storz. Storz adapter shall be forged and/or extruded 6061-T6 aluminum alloy, hardcoat anodized. Threaded end portion shall have no lugs dnd two set screws 180 degrees apart. Storz face to be metal, no gasket to weather. Storz cap to have synthetic molded rubber gasket, and shall be attached to hydrant adapter with 1 /8 inch, coated, stainless steel, aircraft cable. 11. Fire hydrants shall be painted with two coats of paint. Preservative paint number 43-655 safety yellow or approved equal. 12. Pumper connection to face roadway assembly. 13. Fire hydrants shall be installed per City of Renton Standard Detail for fire hydrants, latest revision. 14. All watermains 10 inches and smaller to maintain a minimum cover of 36 inches below finish grade. All watermain 12 inches and larger shall be at a minimum of 48 inches below finish grade. Where utility conflicts occur, watermains are to be lowered to clear. 15. All watermains 6 inches and larger in diameter shall be cleaned with pipe cleaning "PIGS" prior to disinfection. The "Poly pigs" shall be Girard Industries Aqua Swab -AS or approved equal, 2 lb/cu. ft. density foam with 90A durometer urethane rubber coating on the rear of "PIG" only. 16. "PIGS" shall be cylinder shaped with bullet nose or square end. The contractor will perform the cleaning operation. 17. All watermains and services shall be pressure tested to a minimum of 200 psi or 150 psi over operating pressure, in accordance with the specifications of the City of Renton and the Washington State Health Department. All pressure testing shall be done in the presence of a representative of the City of Renton. The quantity of water lost from the main shall not exceed the number of gallons per hour as listed in City of Renton Standard Plans & Specifications 7-11.3(11). The loss in pressure shall not exceed 5 psi during the 2 hour test period. 18. All watermains and services shall be disinfected by the injection of a 50 ppm (minimum concentration) chlorine/water solution. Dry Calcium Hypochlorite shall NOT be placed in the pipe as laid. Chlorine shall be metered/injected in accordance Ylith Section 7-11.3(12)E or 7-11.3(12)F of the Standard Specifications referenced above. 19. A pre -construction conference is required prior to any construction. A minimum of five (5) working days notice is required for scheduling. 20. Twenty-four (24) hours notice will be required prior to starting new construction. 21. It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. 22. Installation of corporate stops, water services, lines and meters shall not be done until all service agreements, meter applications, construction permits, and payment of fees have been made to the City of Renton. 23. All connection to existing mains is to be accomplished by the City of Renton, except wet taps, which may be made by approved wet tap contractors with prior approval from the Public Works Department. All necessary excavation and materials are to be supplied by the contractor and be on -site prior to City notifications. 23. All connection to existing mains is to be accomplished by the City of Renton, except wet taps, which may be made by approved wet tap contractors with prior approval from the Public Works Department. All necessary excavation and materials are to be supplied by the contractor and be on -site prior to City notifications. 24. Inspection will be accomplished by a representative of the City of Renton. It shall be the contractor's responsibility to notify Development Services twenty four (24) hours in advance of backfilling all construction. The contractor, as well as the engineers, shall keep as -built drawings. 25. Contractor to provide plugs and temporary blow -off assemblies for testing and purity acceptance prior to final tie-in. 26. All joint restraint systems (shackle rods, nuts, bolts, etc.) shall be as manufactured by the Star Manufacturing Company of Columbus Ohio, or equal, approved in writing by the Public Works Department. 27. Asphalt and concrete street paving shall be sawcut to a minimum depth of two (2) inches. Oil mat streets may be spade cut. All surface concrete, pavement, sidewalks, curb, gutters, and driveway approaches shall be sawcut to a minimum depth of two (2) inches or removed to an existing expansion joint. 28. A temporary cold mix asphalt patch shall be placed on the day of initial excavation with a permanent, sealed patch to be placed, to City of Renton policy, within 10 days. Call for subgrade inspection prior to placement of final patch. 29. For City projects such as telemetry conduit, the PVC pipe used shall be All chemical process lines shall be schedule 80 PVC pipe. Schedule 40 in unimproved areas and schedule 80 PVC pipe under improved areas. RECOMMENDED CONSTRUCTION SEQUENCE 1. Pre --construction meeting. 2. Flog or fence clearing limits. 3. Post sign with name and phone number of ESC supervisor. 4. Install catch basin protection if required. 5. Grade and install construction entronce(s). 6. Install perimeter protection (silt fence, brush barrier, etc.). 7. Construct sediment ponds and traps. 8. Grade and stabilize construction roads. 9. Construct surface water controls (interceptor dikes, pipe slope drains, etc.) simultaneously with clearing and grading for project development. 10. Maintain erosion control measures in accordance with Snohomish County standards and manufacturer's recommendations. 11. Relocate surface water controls and erosion control measures or install new measures so that as site conditions change the erosion and sediment control is always in accordance with the Snohomish County Erosion and Sediment Control Standards. 12. Cover all areas that will be unworked for more than seven days during the dry season or two days during the wet season with straw, wood fiber mulch, compost, plastic sheeting or equivalent. 13. Stabilize all areas that reach final grade within seven days. 14. Seed or sod any areas to remain unworked for more than 30 days. 15. Upon completion of the project, all disturbed areas must be stabilized and best management practices removed if appropriate. NOTES, PERFORM MAINTENANCE AFTER EACH STORM EVENT AS DEFINED IN THE DRAINGAGE PLAN, 1, SIZE THE BELOW GRATE INLET DEVICE (BGID) FOR THE STORM WATER STRUCTURE IT WILL SERVICE, 2. THE BGID SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 3. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BGID WITH❑UT SPILLING THE COLLECTED MATERIAL, DRAT` GEdT F1 rnATr- IS❑METRIC VIEW CATCH BASIN PROTECTION DETAIL NTS FRIEVAL SYSTEM ERFL❑W BYPASS TRIM GE❑TEXTILE OVERFLOW BYPASS SEDIMENT AND DEBRIS NOTE: THIS SET OF PLANS SUPERCEEDS ALL PREVIOUS PLAN No, Date Revision JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 2"x2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC - 6' MAX. I MINIMUM 4"x4" TRENCH WI/ u i NATIVE{LL SOILTRENCH OR 3/4TH 1.5" POST SPACING MAY BE INCREASED WASHED GRAVEL TO 8' IF WIRE BACKING IS USED'; 2"x4" WOOD POSTS, STEEL FENCE" NOTE: FILTER FABRIC FENCES SHALL BE POSTS, REBAR, OR EQUIVALENT INSTALLED ALONG CONTOUR WHENEVER POSSIBLE DETAIL: SILT FENCE N.T.S. R = 25' MIN: 4"--8" QUARRY SPALLS GEOTEXTI LE 12" MIN. THICKNESS DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R-O-W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA DETAIL: STABILIZED CONSTRUCTION .ENTRANCE N.T.S. By E3RA Inc. 9802 29th Ave. W, Suite 13102 Everett, WA 98204 425-356-3372 425-356-3374 fax www.e3ra.com i n EXPIRES 12 /d? CHECKED FOR COMPLIANCE TO CITY STANDARDS PROJECT: Renton Triplexes Renton, WA SHEET TITLE: Details and Notes DESIGNER: CRL DRAWN BY: CRL CHECKED BY: RCE DATE: 10/24/07 Date Date Date JOB NO: T07250 _ SCALE: As Shown SHEET: 5 of 8 FILE: Dhrent.dW! Utz, "ELOr,&I C!1Y of RED o il1/AIG NOV -220oi THESE t<IOTES SHALL APPEAR ON PROJECTS FOR THE SANITARY SEWER UTILITY. an 1. All work ahe nd work material shall be in conformance Pulblictor Wksandards Department and specifications of the City of Renton Planning/ g/ roved the latest edition of the WSDOT/APWA Standards and Specifications, as approved pproved and modified by the City of R Renton tohesReen�{ aSt meld during construction. 0 A set of approved plans shallP � 2• The hours of work in the street right of way shall be per City specifications on �` weekdays unless otherwise approved in writing by the Planning/Building/Public Works rol plan must be obtained prior to beginning Department. An approved traffic cont any work within public right of way. 3. All locations of existing utilities shown are approximate and it shall be the contractor's responsibility to verify the true and correct location so as to avoid U) damage or disturbance. LJJr to 4. A re -construction conference and a 24 hour notice shallnblbllftq to sepuQe all p w LLi starting new construction. It shall be the contractors responsibility 5E necessary permits prior to starting constructihq" f�eri thecclont aon lcltor'sbe aresponsibility by z- a representative of the City of Renton.) It s I- notify the Public Works inspector 24 hours in advance of backfilling all construction. w I!�.,e uences of p j 5. Contractor is feel the s afety IU f fworkers and othershonn the and con at uct on site. W construction and o_ 6. It shall be the responsibility of the contractor to obtain street use and any other 17- related permits prior to any construction. 7. Plans approved by the City of Renton, Public Works Department shall take LLJprecedence over all other plans• 8. A copy of these approved plans must be on the job site whenever construction is in progress. an 9• The contractor shall provide the City tam ydr pedoan sanitary sewer system, ntnprofessional Illicensed wing of the which has b P professional engineer or licensed professional surveyor. 10. Backfiil shall be placed equally on both sides of the pipe in layers with a loose ng each average depth of 6 inches, maximum depthThesof e compacted thoroughly must plextend for layer to 95 percent of maximum density. p one pipe diameter on each side of the be the Pe or � �sh�ps d '� the trench. Materials to complete the fill over pipe shall led shall 11. open tra cut road crossings far utileiCha�ricallnpcompacteds on ngnlesspotherwise� pproved p backfilled with crushed rock and mechanically by the Public Works inspector. Cufiesno°arhpmixl patchamusttbeh placbednimmlediately with saw in a continuous line, A temporary after backfill and compaction. A ppcurrent hot mix ent standards.patch shall be placed within 10 days aril shall be per City of Renton 12. Datum shall be City of Renton, 1988 NAVD. ise 13. All disturbed areas shall be seeded amulched of on -site or r erosion alfterdthe the satisfaction of the Department for prevention completion of construction. 14. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with the standards and specifications of the City of Renton Planning/Building/Public Works Department and the latest edition of the WSDOT/APWA Standards and Specifications, as approved and modified by the City of Renton in the Renton ba{tort or Plans topoftheafoundationlsmatelrial,caus well necessary s sary leveling of the trench to uniform grade so that placement and compaction of required beodted orata material, dense, unyielding base. the entire length of the pipe will be supp Pipe beds above and below the pipe. ding shall be pea gravel 6 inche 15. Sanitary sewer pipe shall bepolyvinyl5l0,ylunlesschloride othe wiserapprovedsby trine Wastewater� 3034, SDR 35, or ductile iron c Utility. 16. In und max nimproved areas, manhole to extendminimum 2' diameter aconcrete rrrng poured inches above finished grade or must have area, cover must slope in all directions to match paving. at grade. In paved SIDE SEWER NOTES ion, a 1. Prior to installation of a sanitary sewler Works ct Department.side-sewer permit must be purchased from the City of Renton Public be 2. Types of pipe and fittings that c Rubber anbe d for neop enetary sewers gaskets as speicifiedabapproved the by the Department of Public Works, manufacturer, shall be used on joints. 3. A minimum grade of 2% (1 /4" per foot) must be maintained with 4" pipe. In the event a 2% grade cannot be maintained, the owner must grant a grade release to the City and then can install 6 pipe at a grade of 1%. 4. For inspection of side sewer, call 24 hours in advance. The inspection phone number is on the side -sewer permit. Site must be ready for inspection and representation on the site when in fIp ations.ector Make the coves at nnection time. Side sewennetion at thehouser and stub shall be tested per City spec he inspector. Final approval will be not backfill the ditch until approval is given by t granted after the existing septic tank has been pumped out and filled with sand. 5. Install side sewer with 2' minimum cover. 18" cover is allowed at the house if 6 outlet is shallow. 4 6. if side sewer stub is not available. The contractor shall be responsible for its Z installation. The side sewer shall be a minimum 6" in size. If tee is not available, unless otherwise approved by the City, make tap through cast iron saddle secured to sewer main with stainless steel bands when connecting new side sewers to Plain and reinforced concrete, DI pipe, and Cl pipe sewe existing main. r mains are to be core drilled. Vitrified claywapipsha �a be don by a liccensednand tbonded Toned in. p All work within street right-of-way contractor. 7. All work shall be accomplished in accordance with the Washington Industrial o Safety and health Act. (WISHA) 8. All trench restoration for side sewers in the public right- 23 way shall conform o the most current trench restoration as shown on dwg. # 9. All building sewer and side sewers shall have bedding in accordance with drawing BW18C or BRO9 as applicable. 10. Ther£: shall be a minimum 10 foot horizontal separation between sanitary side sewers and water services d aloth er minimum utilities 5 foot horizontal separation between sanitary side sewers an 16, cv N 0 n U 0 N 0 z JONIE F X w E� NO F 7-17 C 0 ca Z 0 W N Lli 0 rr a- o I a Q N I i N I Q U*) w N Vry) I I :c 6i Z 0 < Q01 { I � I 16, F8-23 in in Q SAW CUT 4' TRENCH REPLACE ASPHALT AND PAVEMENT MATCH EXISTING PAVEMENT SECTION 6' TEST TEE WITH PLUG FACE UP (TYP.) �3 ER RUBER GASKETED, ASTM 3034 24 PVC SIDE SEW @ 13.20"/. Q 24 PVC SIDE SEWER RUBER GASKETED, ASTM 3034 @ 16,92% Q 6' SURFACE CLEAN❑UT WYE (TYP,) SEE CITY OF RENTON STANDARD DETAIL B082 SIDE SEWER (PROPERTY LINE) TO BUILDING CONNECTION INSTALLATION077PIPE 6 BEDDING FOR SANITARYSEWERS LFOR �SIDE B INCH AND SEWER INSTALLATION, Call 2 Working Days Before You Dig 1 - 800-424- 5555 Utilities Underground Location Center IRON rwIPFi c PROPOSED ASPHALT AREA EXISTING IMPERVIOUSE AREA (GRAVEL) fw_ S66°46'17"E 119.6' A_ ' �} A Ai . � \'•' Cry r�r' yn °. ".. i S"I I I V G l•" i �rJ:ii} �- .f i 2 ;3 i A (n i i i I 6' SIDE SEWER IEi 23,50 CAPPROXIMATE) n MAINTAIN MIN COVER ¢ i Co ca Ud V - lA 4N0 ' t ,% WSJ,: L' i 1�t R, I d / t { E rr5�.:k1V if > 1 x i M 0 Al 6I 0 i } I i00 00 i i - 1.0 T 0 Ai r 6 BE Z 4 ; oiND �\ 5 88414616& E 1 i 9.6S' l.S# Z I CA i 6' SIDE SEWER ° IEi 23.50 (APPROXIMATE) j MAINTAIN MIN 2° COVER i EXISTING SSMH RIM=25.93 IE=17.79 8"" N IE=17.79 8" S NOTE: i BOUNDARY AND TOPOGRAPHY ARE BASED ON MAPPING PROVIDED TO E3RA BY DESIGNS LIMITED AND OBSERVATIONS MADE IN THE FIELD. THE INFORMATION SHOWN DOES NOT CONSTITUTE A FIELD i SURVEY BY E3RA. i NOTE: THIS SET OF PLANS SUPERCEEDS ALL PREVIOUS PLAN SETS No, Date Revision By - A inc. 9802 29th Ave. W. Suite B1 02 Everett, WA 98204 425-356-3372 425-356-3374 Tax WWW.e3r.Coli1 cn 00in� 0 Z � N :�'FrrI.X w i i SSMH RIM=27.91 [___:1 E= 23.40 8" S I � iJ' 0 QAFF V' ",'AP i 6' CI SADDLE IEi 20.49 , 6' CI SADDLE IEi 19.64 ",1 .I 29537 OFFSET 0,1' E 0.1" s i I i CHECKED FOR COMPLIANCE TO CITY STANDARDS Date Date - Date PROJECT; Renton Triplexes Renton, WA SHEET TITLE: Sanitary Sewer Plan DESIGNER: CRL p DRAWN BY: GIRL G 3107 CHECKED BY: RCE EXPIRES 12/5/ DATE: 10/24/07 JOB NO: T07250 SCALE: 1 " = 10' SHEET: 6 of 8 FILE: phrent.d arty o)z1qEnr brq o (Iy-22007 P-FouvEa - D4---Vl-:LopMf ::Afr PL.A CITY OiFRE-jV NINING TON NOV 200? 11 (1) w Lij X < LLJ z Ld "3 0 w a. z 0 z w cc ,B OR CONTAINERIZED RUB (TYP) T ALL PLANTS AT NURSERY VEL (TYP) 4 2"-3" OF MULCH RUB PLANTING PIT EPARATION = ROOTBALL PTH & WIDTH PLUS 1'-0" DITIONAL ALL SIDES IISH GRADE ,DITIONAL PLANTING !EA PREPARATION R DRAWINGS MOVE CONTAINER COMPLETELY REMOVE BURLAP FROM TOP 3 OF ROOTBALL. MOVE ALL WIRE AND RING ,TIVE BACKFILL SOIL 4ENDED WITH 25% COMPOSED ORGANIC ILCH AMMENDMENT IDISTURBED SUBGRADE �[-KvvlutS rimm umz)r- ov THAT ROOTBALL WILL NOT SINK) TYPICAL GROUND COVER PLANTED AT NURSERY LEVEL MIN 2"MULCH FINISH GRADE MIN. 6" DEPTH 3"-4"PLANTING SOIL MIXED 50/50 WITH NATIVE SOIL OR NATIVE SOIL AMENDED WITH 25 % MIN DECOMPOSED, ORGANIC MULCH AMENDMENT SCARIFIED SUBGRADE STAKE TREE WITH (2) TREATED 2"0 LODGEPOLE PINE DOWELED TREE STAKES (8'-0" LENGTH) LOOP EACH TIE AROUND HALF TREE LOOSELY TO PROVIDE 1" SLACK FOR TRUNK GROWTH — "CHAINLOCK" OR EQUAL TREE TIE MATERIAL (1" WIDTH) NAIL OR STAPLE TREE TIE MATERIAL TO STAKE TO HOLD VERTICALLY. LOOP EACH TIE AROUND HALF TREE LOOSELY TO PROVIDE 1" SLACK FOR TRUNK GROWTH 2"-3" MULCH DEPTH (TAPERED AT TRUNK) MULCH TREE PIT MIN 5'-0" LENGTH X FULL PLANTING STRIP WIDTH BETWEEN CURB AND SIDEWALK (FOR PLANTING STRIPS LESS THAN 6'-0"WIDE.) PROVIDE 5'-0"0 MULCH RING FOR PLANTING STRIPS WIDER THAN 6'-0" SIDEWALK ROUGHEN SIDES OF PLANTING HO MAXIMIZE EXCAVATED AREA WITHOUT UNDERMINING ADJACENT PAVING/CURB 18" DEEP ROOT BARRIER (TYP. WITHIN 10' OF PAVING REMOVE ALL WIRE & STRING, AND REMOVE ALL BURLAP FROM TOP 2/3 OF ROOTBALL NATIVE BACKFILL SOIL AMENDMENT WITH 25% (@1/3 CU YD) DECOMPOSED ORGANIC MULCH AMENDMENT FOR ENTIRE TREE PIT AREA X ROOTBALL DEPTH UNDISTURBED SUBGRADE (PROVIDES FIRM BASE SO THAT ROOTBALL WILL NOT SINK) S SET OF PLANS SUPERC No, Date Revision NOTES: 1. INSTALLATION INCLUDES MIN REMOVAL OF STAKES ONE oe' Z YEAR AFTER INSTALLATION 2. SHAPE SOIL SURFACE TO PROVIDE 3' DIAMETER WATERING RING 3. TREE CLEARANCES SHALL BE PER STD PLAN NO 030 - 4. SEE STD PLAN NO 424 SEE NOTE 2 FOR TREE PIT DETAIL. (TYP-) 1 1 )$ — 6 - NOTE 3 -SET TOP OF ROOT CROWN 2" ABOVE ADJACENT CURB & SIDEWALK GRADE 5'-0", WHICHEVER IS GREATER MULCH AREA TO BE CLEAR OF GRASS, WEEDS, ETC. TO REDUCE COMPETITION WITH TREE ROOTS COMMON NAME LATIN NAME TYPE NUMBER VINE MAPLE ACER CIRCINATUM TREE 6 BITTER CHERRY PRUNIS EMARGINATE --R—OLODISCUS TREE 4 OCEANSPRAY DISCOLOR SHRUB 6 TALL OREGON GRAPE MAHONIA AQUIFOLIUM SHRUB 48 BALD HIP ROSE ROSA GYNBOCARPA SHRUB 16 EVERGREEN HUCKLEBERRY VACCINIUM OVATUM jwSHRUB 25 BEACH STRAWBERRY FRAGARIA CHILOENSIS GROUND 73 SWORD FERN POLYSTICHUM MUNITUM 'GROUND 42 INSIDE —OUT FLOWER VANCOUVERIA HEXANDRAPROUND , 87 By . E3R/y Inc. 9802 29th Ave. W. Suite 13102 Everett, WHO 98204 425-356-3372 425-356-3374 fax www.e.3ra.com -.TREE PIT DEPTH= ROOTBALL DEPTH (MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION) DRIVE STAKES 6" TO V-0" INTO UNDISTURBED SOIL BELOW ROOTBALL DRIVE STAKE AT ROOTBALL EDGE (TYP) CHECKED FOR COMPLIANCE TO CITY STANDARDS PROJECT: Renton Triplexes Renton, WA SHEET TITLE: Landscape Details f 3 DESIGNER: CRL joks[o DRAWN BY: CRL EXPIRES 12/ CHECKED BY: RCE DATE: 10/24/07 Date Date Date JOB NO: T07250 SCALE: As Shown SHEET: 8 of 8 FILE: phrent.dw 131,EFV�LO C1"' 0,(� %PAJ�, E � P-LmAz NOV NF6�1 hVC,,