Loading...
HomeMy WebLinkAboutLarge FormatJOE 4-4 Li Lp) A H SCALE: 1"=2O'_0" PARKING REaUlfREI„IENTS 4 CALCULATIONS TOTAL NU1 15ER OP UNITS 18 REQ'D PARKING PER UNIT 2.5 TOTAL AMOUNT OF STALLS REQ'D 45 NUM5ER OF 131 PARKING STALLS 31.630 NUMBER OF Vx23' PARALLEL PARKING STALLS 35.00% TOTAL PARKING STALLS PROVIDED 45 9� !9'x2O' PARKING STALL PARKING; V x23' PARALLEL I�9 iP i " PARKING STALL ; "'" 3O% MAX. AMOUNT ALLOWED i=ROPOSE D SITE : 4101 TAL50T ROAD RENTON, W,4. 98055 STREET ,4701 TAL50T ROAD SOUTH RENTON, WA. 98055 TAX ACCOUNT #: 3123C5-9090 OWNER: 1'L ENTERPRIZES L= O7� f D I NG 11�'I COVERAGE CALiCI SOUTH VIOLS ONS Ck ALCULAT IONS 5UILDING COVERAGE CALCULATIONS: GROSS LOT AREA: 411361± FT. TOTAL 5U I LD ING COVERAGE: 13,166 ± FT. TOTAL 5U ILD ING COVERAGE °ro: 31.030 1 IAX. 5UILDING COVERAGE: 35.00910 I1 IPERVIOUS SURFACE COVERAGE CALCULATIONS: GROSS LOT AREA: 41,361± * FT. TOTAL 5U I LD ING COVERAGE: 131166 ± * FT. TOTAL PORCHES, LANDINGS 4 SIDEWALK AREA: 1,656 * FT. ACCESS ROAD AND DRIVEWAYS (INCL. CURRS): 12,121 * FT. TOTAL IMPERVIOUS SURFACE AREA: 21,629 * FT. TOTAL IMPERVIOUS SURFACE %,: 6 6 .SO�o MAX. IMfOERVOIU5 SURFACE COVERAGE: _1S.00io PARKING REQUIREMENTS 4 CALCULATIONS C�AR�3AC�E � REC�►'CL INCH TOTAL NUMBER OF PARKING STALLS 45 REi LANDSCAPE AREA PER PROPOSED PARKING STALL 15* FT. LANDSCAPED AREA REQ'D j 6-15 * FT. LANDSCAPED AREA PROVIDED 2,921 * FT. LEGEND s PLANTED GRA, 56 a ` ..CONC. IMPERVIOUS ARA LANDSCAPING STRIP AREA. (NOTE: LANDSCAPE AREA ON STREET FRONTAGE TO BE A MAX. OF 42" HIGH FOR LINE OF SIGHT. O�% PROPOSED CUR550E GARBAGERECYCLING COLLECTIONPOINT ;hl.@4'j PROPOSED CUR11551DE GARBAGE 4 RECYCLING STORAGE AREA (15 * FT.) �10 6 IIR C DRAFTER: JM DATE: FILE O� O"11090 PROJ N: 011090 uu SCALE : 1/4" 1'-0"ia q 12 eg . A 200 ` �bOAARD ! GATT. Vd, Ft a IX4 s CORNER 4 TRIM 4" vo OP ¢Mica - Ce A�i SCALE : 1/4" 1'-0" D I�I�Da[�C� 0 SCALE: 1/4" ■ 1'-0" SHAM Malmo off, b RWF 4AMU 21-011 I. PROVIDE CONTINUOUS METAL GUTTERS = TYPICAL. V CWAMFEP. 2. PROVIDE ROOF VENTS PER IRC SECTION W(o.1 TYPICAL, 3. PROVIDE GALVANIZED SHEET METAL FLASHING AND COUNTER FLASHING AT 4 1/2" _ ALL ROOF PENETRATIONS INCLUDING p CHIMNEYS. � P AR 4. REFER TO SECTION RI001 IRC. FOR CHIMNEY CONSTRUCTION. t 5. PROVIDE WEATHER-STRIPPING AT ALL EDAR `'' DOORS AND NTTPETRATIN5 ALL SCALE: 1"■1'-O" cy GALL. 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. S. POST APPROVED NUMBERS OR ADDRESS ON THE DWELLING. ADDRESS SHALL BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE DWELLING. GROUND $NOW LOAD 25 WIND SPEED (M.P.H.) 85 SEISMIC DESIGN CATEGORY DI02 0 o DECAY SLIGHT TERMITE SLIGHT/MOD FROST LINE DEPTH 1211' WEATHERING MOD WINTER DESIGN TEMP. 2(6 a ICE SHIELD NO FLOOD HAZARDS PCC 11ABO AIR FREEZING INDEX 50 A MEAN ANNUAL TEMP, 50 GI tY OF ENTO�NiNG FEB 2 7 2008 RECEIVED TOWInGe MITI DRAFTER: STAN-THE-MAN DATE: II/06/2001 REV. DATE: N/A PROD 0i 011090 I. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS 2. SEE STRUCTURAL PLANS FOR ALL HEADERS AND BEAM SIZES 3. BOTTOM OF HEAVERS TO BE 6'-8" THIS FLOOR UNLESS NOTED OTHERWISE. 4. ALL EXTERIOR WALLS 2x6 W/ R-21 INSULATION URO. 5. ALL FRAME NAILING TO SATISFY CHAPTER fv ` IRC BLOCK ALL PLYWOOD EDGES. ALL EXTERIOR SHEATHING NAILED W/ IOd A 6" O.C. (EDGE) AND 12" O.C. (FIELD), UN.O., TYP. 6. PROVIDE DOUBLE JOISTS OR BLOCKING WHERE PARTITIONS OCCUR ABOVE. 1. PROVIDE SOLID BLOCKING OVER SUPPORTS. 44'-OII " 8. PLATE HEIGHT 1'-9" THIS FLOOR UNA.O 9. FIRE BLOCKING TO ALL PLUMBING 5' -10" 5' -11" 4' -10" 5' - O" PENETRATIONS 10. ALL STORAGE AND SPACES UNDER STAIRCASES TO BE FINISHED WITH 5/6" TYPE "X" GYPSUM BOARD. P. FINISH ALL CEILINGS WITH 5/8" GYPSUM BOARD ti x 12. AT GARAGE USE 5/8" TYPE "X" GYP. BD. At W 404 SL 0 404 SL "` 404 SL 404 SL .0 ALL COMMON WALLS, ALL CEILING AND ALL EXPOSED BEAMS. ; ;, -"sue• :.;" .ra _ . ,,.y,.i ;aa"a r', 1 '"'u ':ic'" --:nw r1F.,z: Tall - 13. PROVIDE 26-GAUGE GALVANIZED SHEET METAL FLASHING ABOVE WINDOWS AND f DOORS. (TYP.) LAP BUILDING PAPER OVER. N. 14. HOLD SIDING roll ABV. FINISHED GRADE, TYP. # T ; 15. FASTEN MULTI -LAM 2X BEAMS PER IRC STANDARDS, CHAPTER 6, TABLE R6O23(I), _ ,{ y p = TYPICAL DIRECTION. � � OO} I �'!' y fi � � f'�o0M 4 ���' � � 16. ALL VOIDS TO BE FIRE/DRAFT BLOCKED - PER IRC SECTION R602.8. F 11. INSTALL WATER HEATER PER I.R.C. CHAPTER 28 AND PER 2006 I.M.C. THE PILOTS, BURNERS, ' '"*: li + i n n u HEATING ELEMENTS, AND SWITCHES SHALL BE A MIN. - I'o (o F 4 -9 4 -3 6 -O 6, q0. -3 4 -9 (o -(o ' OF 18" ABOVE THE GARAGE FLOOR PER 2006 I.M.C. _ *x 110V SO h OV S O O s? OO INTERCON. � �`INtERCON. OO OI � I t1=RCS O _ 5068 BP. vj t I TERCON a6 5068 BP 18. STRAP THE WATER HEATERS AT POINTS WITH N j 0 _ A ,• ,y 6 - 1/3 OF ITS"� IN THE UPPER I/3 AND LOWER � -., �;..� 8 VERTICAL DIMENSION, LOWER POINT SHALL P I^ - - - - - A 1 8 tr e - N BE MINIMUM 4 ABOVE CONTROLS. ry -- - 9 N - IS. FURNACE TO BE PLACED 18" ABV. FLOOR ON a } n 70 S 1 HOUR FURNACE PLATFORM W/ (2) 3/4" „Y. 24 LAYERS PLYWOOD. THE PILOTS, BURNERS, .r. 4 9 HEATING ELEMENTS, AND SWITCHES SHALL `2➢ �I G r r U Ib RISE �4 , Al Try U I RISERS ALSO BE A MIN. OF 18" ABOVE TWE GARAGE FLOOR PROTECT FROM IMPACT PER 2006 W1 10" t S z 3� �£ r3' °7 W/ 10' q7� ty ® 'S I.M.G. •� � s ; 50 , CFM. � � O CFM �0� � + " A D I ARAGE TO BE _, _ < aAU Z y _ 20. DOOR BETWEEN HOUSE AND G 20 MIN RATED, SOLID CORE, TIGHT FITTING, - - -�� Z !L WITH SELF CLOSURE. 6► _...a 5/O TUB W� 'I 5/0 TUB W/', `' N 21. ALL SMOKE DETECTORS TO BE 110 VOLT :� I ��I 'I I I O SHOWER'S SHOWER- WITH BATTERY BACKUP, INTERCONNECTED. m I I I I ICI IJ 22. 36" (.G C. APPROVED DIRECT VENT l I I i FIREPLACE W/ 20" D. FLUSH HEARTH. MIN. 6 I ° 1 < � ,i� 11 � -1-1 SQ. IN. O.S. COMB. AIR INSTALL DIR VENTIRW - - ,-sii.�A.^.I'x�•a+ F � � ��� } � � - a- �:d r,...users„m,.tt.,.F...eua.�:T?�;;. FRPL. PER TERMS OF LISTING AND MFGRS {a y ` »' / " ✓ �; 5 SPECS. PER SECTION RI001 I.R.C. 1 ai Y` PARKING a PARKING r, - 23. PROVIDE CONT. HANDRAIL At STAIRS A MIN` f. AREA ,� F �, AREA g OF I I/2" FROM WALL, REFER TO DETAIL >' ` x -j 14 ON SHEET NO. Al. 3 a, I I 5 -(o II -il 24. LIGHTING CONTROLS FOR INTERIOR _ STAIRWAYS MUST BE PROVIDED AT THE _' "� q ~. ,... •��f�L..:F - O TOP AND BOTTOM OF THE STAIR _, R ," II • I. it _, sn' ;:. ;; 16 -Il :x18 -1 �� r ;r 16 -II x18 -1. 6► F REQUIRE Q n� pp A o 111 � U .' _ * Y° 1; k" h - ` 4° C C. SLA WITH "'ILL MIL `V 4" CONC. SLAB WITH 6 MIL VM - 25. WALLS W/ GREATER THAN 350 PL 8V� �� A MINIMUM OF A 3x MEMBER AT ABUTTING p 0 . p = OVER 4',GRAN. FILLrrvI OVER 4" GRAN FILL. PANEL EDGES AND SILL PLATES. FOR WALLS l�Jl1lIU 11 _ BETWEEN 350 AND 600 PLF, ANCHOR BOLT _ .9 SPACING HAS BEEN DEGREASED BY 1/2 (USE UPPER FLOOR 835 S.F. H. 2xSILL PLATE).PER IRC R403.1a6. -' --fix -- -- �' - - - ---------- / -- 833 rSF. _� �`�: 1 fi -fir:- - - Q MAIN FLOOR _ 26. TUBS AND SHOWERS: :.: ( I r r • FIRE BLOCKING BETWEEN SCUDS. LOWER FLOOR • LIMIT SHOWER FLOW TO 2B G.P.M. • WATERPROOF WALL TO WITHIN 10 A801/E TOTAL FINISHED AREA 2061 $FAn a , 1= xT DECKS/PORCHES121 SF. DRAIN. INLET. • VAPOR BARRIER BEHIND GYPSUM BD. GARAGE 36Z S.F._ `z • ALL GLAZING WITHIN 10 ABOVE DRAIN RAG INLET TO BE SAFETY GLASS. Ari x r - I I IR 21. E 1= PENOTES GRESSABLE WINDOW W/ A MIN. F 5.1 SO. FT. NET CLEAR OPENING 4 44" MAX , ( I I I a . �� nnF 15080 O.N. DR 15080O.H DR tot ABV. FIN FLR MIN. EGRESSABLE WIDTH IS li LAW F� WW r 20", MIN. HEIGHT IS 24". UPPER FLOOR 1610 28.® DENOTES SAFETY GLAZING REQUIRED IN . 1a THE FOLLOWING AREAS. MAIN FLOOR 1666 sr. � �W I A. GLAZING LESS THAN 60" ABOVE TUB OR 198 SF A J411 BRICK SHOWER LOWER FLOOR - .`VENEER _ B. ALL TUB < SHOWER DOORS 4 ENCLOSURES., _ UP t ;, ,a „ II I' -(Oil UP _ - EXCEPT GLASS BLOCK GREATER THAN TOTAL FINISHED AREA 4134 F. O (o (TYP.) lr'� -..0 I. I 15 O0 3 SPHERE UNLESS DECORATIVE GLASS. - D. ALL WINDOWS WITHIN 24" OF A DOOR DECKS/PORCHES '` 242 SF. � � CONC. � F�.}'' fit. CONC. O I SWING. LESS THAN 60" ABOVE FLOORFE LANDING LANDING rl E. FIXED AND SLIDING PANELS OF SLIDING GARAGE 134 SF. "AM. r > _ DOORS. - x� fr R ALL UNFRAMED SWINGING DOORS G. GLAZING LESS THAN 3' HORIZ. OF STAIR OR ©O �� LANDING LESS THAN 60" AB01/E FIN. FLR H. GLAZING LESS THAN 60" ABOVE STAIRS. ALL GLAZING TO BE IN COMPLIANCE WITH THE., LATEST WASHINGtON StA'1 ENEIYxy CODE. ¢� h0 29. ATTIC ACCESS TO BE A MIN. OF 22"x3O" WITH I?) ••• Y... WEATHER-STRIPPING PER CODE, TOTAL FINISHED AREA IPER UN SF.19 � TOTAL GLAZING AREA (PER itN1T) •;'• SF 30. WHOLE HOUSE FAN WITH AUTO TIMER AND ` MANUAL OVERRIDE GLAZING PERCENTAGE (PERUNIT)••!• iq , 9Y. r IRE 4'-2" - I II_511 IK/'-11'I AI1 - 11 r< Y s {I to SCALE : 1/4" - I'-O" 4 DEV1CIOl`'f O ENTOtdINC� FEB 2 7 2008 RECEWED 200 = I{IIN DRAFTER: STAN-THE-MAN DATE: Il/06/2001 REV. DATE: N/A PROJ +_ 011050 LL (1. NOTES I. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS 2. SEE STRUCTURAL PLANS FOR ALL HEADERS AND BEAM SIZES 3. BOTTOM OF HEADERS TO BE 6'-8" THIS FLOOR UNLESS NOTED OTHERWISE. 4. ALL EXTERIOR WALLS 2x6 W/ R-21 INSULATION URO. 5. ALL FRAME NAILING TO SATISFY CHAPTER 6 IRC BLOCK ALL PLYWOOD EDGES. ALL EXTERIOR SHEATHING NAILED W/ 10d w 6" O.C. (EDGE) AND 12" O.C. (FIELD), UN.O., TYP. 6. PROVIDE DOUBLE JOISTS OR BLOCKING WHERE PARTITIONS OCCUR ABOVE. 1. PROVIDE SOLID BLOCKING OVER SUPPORTS. 8. PLATE HEIGHT 7'-9" THIS FLOOR U.N.O. g. FIRE BLOCKING TO ALL PLUMBING PENETRATIONS 10. ALL STORAGE AND SPACES UNDER STAIRCASES TO BE FINISHED WITH 5/8" TYPE "X" GYPSUM BOARD. 11. FINISH ALL CEILINGS WITH 5/8" 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(1), TYPICAL DIRECTION. 16. ALL VOIDS TO BE FIRE/DRAFT BLOCKED PER IRC SECTION R602.8. 11, INSTALL WATER HEATER PER I.R.C. CHAPTER 28 AND PER 2006 I.M.G. THE PILOTS, BURNERS, HEATING ELEMENTS, AND SWITCHES SHALL BE A MIN. OF 18" ABOVE THE GARAGE FLOOR PER 2006 I.M.C. 18. 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. IS. FURNACE t0 BE PLACED IS" ABV. FLOOR ON i HOUR FURNACE PLATFORM W/ (2) 3/4" LAYERS PLYWOOD. THE PILOTS, BURNERS, HEATING ELEMENTS, AND SWITCHES SHALL ALSO BE A MIN. OF 18" ABOVE THE GARAGE FLOOR PROTECT FROM IMPACT PER 2006 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. 22.390 I.C.C. APPROVED DIRECT VENT FIREPLACE W/ 20" D. FLUSH HEARTH. MIN. 6 60. IN. O.S. COMB. AIR INSTALL DIM VENT FRPL. PER TERMS 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 DEGREA6ED BY In (USE 2x SILL PLATE). PER IRC R403.1.6. 26. TUBS AND SHOWERS: • FIRE BLOCKING BETWEEN STUDS. • LIMIT SHOWER FLOW TO 2D G.P.M. • WATERPROOF WALL To WITHIN 10" ABOVE DRAIN INLET. • VAPOR BARRIER BEHIND GYPSUM BD. • ALL GLAZING WITHIN 10" ABOVE DRAIN INLET TO BE SAFETY GLASS. 21. QDENOTES EGRESSABLE WINDOW W/ A MIN. OF 5.160. 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 B OR SHOWER B. ALL TUB 4 SHOWER DOORS 4 ENCLOSURES EXCEPT GLASS BLOCK GREATER THAN 3 SPHERE UNLESS DECORATIVE GLASS. D. ALL WINDOWS WITHIN 24" OF A DOOR SWING. LESS 6S THAN 0" FLOOR L R E. FIXED AND SLIDING PANELS OF SLIDING DOORS. F. ALL UNFRAMED SWINGING DOORS. 1 OF STAIR O AN HO I R R G. G A ING LESS THAN 3 R Z L Z LANDING LESS THAN 60" ABOVE FIN. FLR H. GLAZING LESS THAN 60" ABOVE STAIRS. 29. ATTIC ACCESS TO BE A MIN. OF 22"x30" WITH WEATHER-STRIPPING PER CODE. 30. WHOLE HOUSE FAN WITH AUTO TIMER AND MANUAL OVERRIDE U L VERR 44' - O" -I" 15'-5" I'-O" 15'-5" rot -I" S'-11" 6'-(Oil 6'-ro" 8'-11" SLOPE 1/4" PER MIN. SLOPE 114" PER T. MIN USE APPROVED LASHING S -�? .s USE APPROVED LASHING 4 WATERPROOF RAKE 4 WATERPROOF BANE 363 SL ,g 36„ SL :4 ., u.;#x^;�s".naL? ...5n't ifk:.niF.+.re 3..vtdr:"':+±'-' :Cru.."?Ltc i6`'`Gu'?YYm'"+'�ta.x5�,a-�.Yw''�"P .,. ri. n;tu'a.l .:�" ,!�•, a,£'-. 'w,f.` s7 *N>wta s£''j`: '�'it r'3:. '�i DECK REFRIG.~ / \ k �a / \ REFRIG C� SPACE SPACE: -� D DBL. SINK DBL. SINK L_ _ - 6'-1"x�'-0" Q vo KITCHEN KITCHEN 15Og � E ® 1�xlO8 " LL Q 4 15 -O"xl0 8�� Q i LL � � � 2868 F1 �' A 2868 r O ¢ ,. I 9 O OO 4. me 50 F.M. w t Y 50 M. j �V 9"�4J� t71t l S Y - - Vl A p Y.T.O. .-'>•�� ;y,•;>,.. - cii , . k a��.�..e.- 1 " $1 Fla &:, & : v �� `k r ;tl g 5 -9 x5 -O 24b.8 F ;e 246Aj 8 7 Rom"'. r ... ;s .. _ , TING EATING BA0, 10 Trn " - -Fr r_ '- r S ,t wa _ ,1-1 ;'v':3`;. ,• .c Strs'...s...irs•.e .-.a3;x- .:sw,�.a :c-da+w,'. Ziyr7, },„o' w,gi.`y,.,.. v„2?. ::i�.Fs.:a,s.. �v IN om . iAD 10 5 411 5 xii -1 1 II -5k10, xii 1 s 4'-2" m RRS ao :` ) c� §, .Y{� :..• _ W t - +fit it = _ _- r 3- Q %q z ` d)np CQ ,aa ARCH`: - - - ARCH el y 'c0 'tea "` _'4" z; - - - _ ;I s k J - 0 (4 a cv cr 10 -2 M .. 10 -2 6 8 In km�sj-m,42 � - •� �,� r �� rye' .v T fi r t 4 .: - T ROOM 16 -11 xlg -5 _1 �+ _1 16 -11 xl9 -5 .r ram, N's , _ � ID Q k xa a a s 411 s- F :� '. ,. F- i S tip. • -` R uPUP 36 I C.G. APPROVED y ' 36 I.GC. APPROVED �A_, ` Y _ :DIRECT VENT FIREPLACE Wl,. DIRECT VENT FIREPLACE W/ _ ''»:: - 20" D. FLUSH HEARTH. MIN. / F' \ 20" D. FLUSH HEARTH. MIN 61 4-ma s rr.. a ...,- z.,.,, =6 50. IN. O.S. COMB. AIR. _ 6 $a IN. O.S. COMB. AIR is SEE NOTEx�'22 / _ \ SEE NOTE *22 iN F ;" JAIIAN Li �� y T ., ;..;%:�..-. ._., - � „a.�,. ,� :. :- w,�r..s ..r-:ram: k.:,.h. .c�e..,.✓..�x.>:'-. && fi 11 VA, w s~ 2o5i SH,, 40 e,FX 2o5& SH 2056 SH 4056 FX 2051 SH ALL JON : r#� s y hf t t- .��-4 3-4 2-10 4-4 4-4 2-10 3-4 3-4 3-7 J." 4'-2°a 17'-5" I -O" 17'-5" 4'- 2" 44' - O" 0 O'N P) SCALE : 1/4" = 1'-0" DF-VELOPMEW P1}+,NNING CITN OF RENTC; N RECEIVED DRAFTER: STAN-TEE-MAN DATE: Il/06/2001 REV. DATE: N/A FIROJ +1 011ow 1_0n N�ppGQ I_r[�OOG°ha SCALE : 1/4" ■ V-0" 9dF 1_�II 2'-1011 31-411 3'-611 SL PE 1/4" PER FT. MIN APPROVE FLASHINCs 1 t IATERPROOF EMBRANE 2056 SH 3'-411 2'-811 1_1011 2'-411 10 41_211 No M LT-1 ,wwl STAN-TNE-MAN v DATE: 11/06/2001 REV. DATE: Q' N/A PROJ Oi10SO 4; cv N L U 0 U., SURVEY MAP SCALE- 1 inch = 20 ft. 20 0 10 20 ( IN FEET ) MERIDIAN WASHINGTON STATE PLANE, NORTH ZONE, NAD 83/91 PER CITY OF RENTON CONTROL NETWORK BASIS OF BEARINGS THE LINE BETWEEN CITY OF RENTON SURVEY CONTROL Pt.# 1872 AND PT.# 1227 BEARING N20.09'04"W SITE INFORMATION: SITE ADDRESS: TAX ACCOUNT No.: SITE AREA: REFERENCES: 4701 TALBOT RD. S. RENTON, WA 98055 312305-9090 41,361 f sq.ft. 1. TALBOT RIDGE PLAT VOL. 194/15-17 2. CITY OF RENTON B.L.A. No. LUA-02-045—LLA REC. No. 20020823900003. 3. RECORD OF SURVEY REC. No. 8209249001. 4. KING COUNTY ASSESSOR'S MAP OF SE 31-23-05 — — N. LN. SE 1/4, SEC. 31, T-23N, R-5E, W.M. I FENCE CORN. IS N15°2 'W 4.34' 6' WOOD A __- LEGAL DESCRIPTION: THE EAST 300 FEET OF THE NORTH HALF OF THE NORTH HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, EXCEPT THAT PORTION THEREOF LYING WITHIN TALBOT ROAD SOUTH AS RESERVED BY DEED RECORDED UNDER KIND COUNTY RECORDING NO. 5554497, AND EXCEPT THAT PORTION THEREOF, IF ANY, LYING NORTH, SOUTH AND WEST OF THE FOLLOWING LINE DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE WEST RIGHT-OF-WAY MARGIN OF TALBOT ROAD (COUNTY ROAD 80) AND THE EAST -WEST CENTERLINE OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., SAID POINT BEING NORTH 89°00'38" WEST 54.86 FEET FROM THE NORTHEAST CORNER OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION, THENCE NORTH 89000'38" WEST ALONG SAID EAST -WEST SECTION CENTERLINE 247.92 FEET TO THE WEST LINE OF THE EAST 300 FEET OF SAID NORTHWEST QUARTER OF THE SOUTHEAST QUARTER, THENCE SOUTH 00"58'58" WEST ALONG SAID WEST LINE, 166.26 FEET TO THE SOUTH LINE OF THE NORTH HALF OF THE NORTH HALF OF THE NORTH HALF OF THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SAID SECTION. THENCE SOUTH 88058'31" EAST ALONG SAID SOUTH LINE 249.30 FEET TO THE WESTERLY RIGHT -OF WAY MARGIN OF SAID TALBOT ROAD AND THE TERMINUS OF THE HEREIN DESCRIBED LINE, SAID LINE BEING THE SAME AS DESCRIBED IN INSTRUMENT RECORDED UNDER RECORDING NO. 8406050009. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. 1 / OARD FE-1 \ 'n _-- __. v. N89 0100 3 zl w < 3 0 7" 0 ' {� ^N / � � I 1 LO (0 r / W / r F I SSMH L0 RIM=(127.38)- AS -BUILT IE=(117.19)-AS-BUILT (:) 8" SURFACE C.O. Z —--- IE=(128.17)- AS- BUILTS (\ • I V -- — -- T- J N S LN., N 1 /2, N 1 /2, N 1 /2, NW 1/4 SE 1/4, SEC. 31, T-23N, R-5E, W_M. - I I z I V J / (10 NOTES: 1. CONTROLLING BOUNDARY DATA WAS OBTAINED BY DIRECT FIELD MEASUREMENTS EMPLOYING CONVENTIONAL TRAVERSE PROCEDURES USING A NIKON NPL-332 THEODOLITE WITH INTEGRAL DISTANCE MEASURING METER. ALL MEASUREMENTS ARE IN U.S. SURVEY FEET. 2. LEGAL DESCRIPTION, EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS ARE FROM TICOR TITLE COMPANY COMMITMENT ORDER No. 6403395 DATED 200 _. PREPARING THIS SURVEY MAP, GEODETIC SURVEY SERVICE (GSS) HAS NOT CONDUCTED AN INDEPENDENT TITLE SEARCH NOR IS GSS AWARE OF ANY TITLE ISSUES AFFECTING THE PROPERTY OTHER THAN THOSE SHOWN ON THIS MAP. GSS HAS WHOLLY RELIED ON THE ABOVE REFERENCED TITLE REPORT 'TO PREPARE THIS SURVEY AND THEREFORE QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT. ACCORDING TO SAID COMMITMENT, REAL PROPERTY IS SUBJECT TO THE FOLLOWING, AND OTHER, SPECIAL EXCEPTIONS: A. BOUNDARY AGREEMENT RECORDING No. 8406050009. 3. ALL CONTROL MONUMENTS SHOWN ON THIS SURVEY WERE VISITED IN APRIL OF 2007. TRAVERSE CLOSURES FOR THIS SUBDIVISION EXCEED THE REQUIREMENTS OF WAC 332-130-090. 4. TOPOGRAPHY GENERATED FOR THIS SITE PLAN ARE THE RESULT OF AN ACTUAL FIELD TOPOGRAPHIC SURVEY. THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA THROUGH AN ELECTRIC THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR CD. WRITTEN FIELD NOTES MAY NOT EXIST. i I •.-.-.- .-...... 1.S.DC13 I IL: 7.9 247.99 ' 1 Y Hc���-Y I ` ' c° :... r L _ _ i - ' - :— \7.1. 'i2SA1L ^EF f_ -P._ 34 N! 1/4 CORN. :� CALC. PER B.L.A. 31 N LO Co N in 30 31 2347.10 N89`01'00"W w 0 i� 0 0 z 8"DI m L :I:: 5.� I''� ::I::'':':'}::.... 2 .07 (B.L.A.) L<' >. OIL CAP :[:_;::::1:-:':.:.:.:.:...'... ::: L- ' e � ` `_ �' : � ; " % ; : a :::.I....... ,..... 3 —a. •' 4 d- e li! k.... y . .. . ............1....�.. L ,�® ROCKERY TYP I ; 1•:-:':--:-:-::':-.-.-::-:•:• I � ) ( ':': : c:I II :.:.I.:..:.:.:. -I• I/ f'1 7 7 G I •, .-J.-.s.:._._f... •. ............�_.....-...-a.....� .•.• 1. _ ,•-....r•...... �...:... `t 10' POWER441,30534-11- ASEMENT II :-....�......;...•... fi..: kC. No. I ::':::::::7:`' �: I I. - I I:: -:-:-:I:•:.:-:- :: i .: 1 I ® 3: 1... .......... I ': w o00 I N � .Co :..:....r...71 J. :::... .:I .. .... � 1.:..'.'..... '''''...... .. :.. ....I. '''':''' L..........: ................1. f aCO a, 00 ::I:.;....1........... . M 10' INGRESS, N�3X�4 s::::':':':::::::::-::::-:- REC. No 5554497 & 7 040::70402 / I I"' "." 4.... • k U 1::':::::. :::::...... AND TERMIN TED BY REC. o. 8210070 1 0 I w :�.:.... ------////y-----Y....,...............:...........:.:.:.:.:.:.:.:I:.. ^ / / :...�...... ..................I.. 0 .Ta- r......... s ... I : L :cQ::.:.'• i 1 '� , ...... I : Z I:':' :':':".'.'.'.'.'.'.'.'....::':'::':::'::'::'.. .. EFL / WOOD 3.:�„Rut- 5' l`Yti -- A'p FENC ORN. IS N8 �52n S4I 6'W 1.35' I r --------------------------- 30' INGRESS, EGRESS & UTILITIES EASEMEN REC. No. 5554497 & 7604070402 AND TERMINATED BY REC. No. 8210070371 T ---- 2ji)"36' ::::I::::: : ::::::..I .I I -J -- —i 1...;........i................... i ..:..:....... I W F VEYOR CERTIFICATE: TIFY THAT THIS MAP REPRESENTS A TOPOGRAPHY SURVEY ORMED UNDER MY DIRECTION IN 20__, AT THE REQUEST OF ------------- RICHARD VAISVILA P.L.S CERT. NO. 39570 LEGEND (Q.0.Rj CITY_ OF RENTON CONTROL NETV1[J)ZK _ (B.L.A.) CITY OF RENTON B.L.A. No. LUAU_ 02-045—LLA REC. No. 20020823900003. - SANITARY SEWER MANHOLE O SANITARY SEWER CLEANOUT ❑� STORM DRAIN MANHOLE ® STORM DRAIN CATCH BASIN STORM DRAIN YARD DRAIN -� EX. CULVERT [fO GAS METER ® POWER METER © POWER JUNCTION BOX PT POWER TRANSFORMER �W AIR RELEASE VALVE ASSEMBLY AIR RELEASE PIPE OW WATER MANHOLE FIRE HYDRANT ® WATER METER N WATER VALVE E— UTILITY POLE ANCHOR UTILITY POLE MBo MAIL BOX CONIFEROUS TREE DECIDUOUS TREE SHRUBS 4 FIR TREE Aft PINE °' '�/ CLUSTER OF TREES PAVEMENT GRAVEL <" CONCRETE LANDSCAPE AREA ok way f �. 39570 �q I. EXPIRES: R.S.C. Pt. #1227 1/4" BRASS PIN IN CONC. 1[1 CASE VISITED MAY 07 4986.71' 1319.80' THEORETICAL — Cl/4 W R.S.C. Pt. #1872 1 /8" BRASS PIN- j �,�1�3 `-- 1 IN CONC. IN CASE �� N�2.5n1551 - LU10.DI SUBDIVISION OF SEC. 31, T-23N, R- 5E, M� PER C.U.R. SCALE: 1" = 500' L.Lj 0 C r�. DATUM: t! CITY OF RENTON (NAVD 88) BENCHMARK: BM #2132 — CITY OF DI-NTON 3" BRASS DISK STAMPED "KC'--F-1' 1739 7 IN CONCRETE SIDEWALK AT THE NW CRN. k' OF SW 43RD ST (180TH ST) AND TALBOT RD. S, A')JACENT 0 F NT � ®NING EL.=196.72 FEB i 7 2008 RECEIVED PORTION OF: NW 1/4, SE 1/4, SECTION 31, TOWNSIIIP 23 NORTI-1. RANGE '� EAST, ' v,:' ?. GEODETIC _ SURVEYING SERVICES BE, FVIJE, `h/A. 9t.ji. +_' zt 6041 CHAMPIONSHIP CIRCLE -4'�`'"I' MUKILTEO, WA 98275 CITY OF RFNTON r PHONE: (425) 299-1739 TOPIOCT .API-I_ICAI., SURVEY �"-VoIOD TIC -day s i i '11 12f .;./' ! :..,. •✓: ; ; :..5..: :....Y ........ ., . ...i ° .._ i ..r r •'. _-...r ........." .. . :. %.i._.< tk J-s- :J f t i .s-/ .....<...!%Z'/ r ''f /<✓ - _ I ■ 8 El:ll EEE I I I Aell F1 HE 0 REHM 2 2W 10"�4 1 '�„x �fS^:.,,pb"w pJpBY:,en. �Y"�i .. '��, ,i, t :.,xi' x; �$.�^�,�,:F;� „�3. a4 r��€�. � rn+" +„ A i r y — '�'`i ::.,. " ., Paz 3 vG :.=,aYrk a£t w.. y,.-=., eSxy, - 4 ?,.'-lq:z ,.f5 l..+a 3' {:k.N,� s i-rvr*': �,ra�}?�ae' �:,� �;k �s .. Sk4a.. �t�;,'.. r� `q`^. LE'YA ei`'F'!k'kr�rrbk&a",r`., zq t' Ola �'�-,w„,4s 't�'� ,r,,�". .o.... ^4.•.. ;S S±g. srx:,�" , yt (.,vs.,,.u,.31 xzg .. 0, rb r.. - tm,,.,u�i ,".:a '3 V,hs - :7.3 Eno H;3'I i5x. � x � .v.,hk 7. �A. IVA Ea VA E yi7 . �.;. =gym h ;.a#''S' #r" kr"� «•:kG;ti: ';�� >`� ,'�' r. a . F�3" L . ,y� q %� �. �.�. ,rr,3` k'�a�'� 4ta" ¢ .���y r. z�, - r <�9 r ig it -r."," � �e 2=1t 11 :...r,7!''a ia^NSY.Y .'.._ ,,% i^^ SCALE : 1/4 ■ ]"-0" r: ,., ;. >4 A : I/411 11 1 � E '.,rrr u �,�: n 1 I{ s e �k y SCALE : I/4 I -Ofi.. SCALE 1 O 15 t °+x t `rakti - d.rt+r r7:.2 _ - -. - ✓ -,:.. uw.. a e.'ak.,t;,, r,�s �r.Y=,'� y ' Ff4 �.� a. ...3:.,e',h.�e. .''x - .✓ L`s,r .J;'s".,aSx„•, 7`w<° 4' s+z ... >>5'4:^i" r ti'kn r s �I'�i; d�`9 ;�'t - _ .: r.;• +,+Y ir, ft. - as~$sy�' � a�- �$q,Y. ;,'� `3:..�✓ .. .. =x,v' �,; kxs Est €�'` - ;�, t'uz; �':'�sa r,� `�'�''',!� w+ s�'���,_ e; •. y; �� µ1421 {fi" r- i'-, ':if x}y - s r'•E" 'R-'�`c •a#" �:. . ;q., ea �'„'� ,:h: ,^ .,�5✓ �"e✓5 e'z ".� �f• ,a�y .`"'6zE. � �3r n��::i � � , ^z'`'.'z�?., .� X.r�S ':. _ f 3��i `'i PF w MIDPOM? OF ROOF l35 -O MAX) 1 ° e"e' b'" r. '�t 'mot:'¢ ,y S a 40 4r tz 14, ''•�'—., �,.>ia..,. # >r��. ,a, x � �y �,f 4`�*i;n� ��,.3����. f�vr �. �kN� �,� , :-<.' � '.,. � s:, x� t. �, s 0 :n 2 ✓ . ,.a �R s. I. PROVIDE 'CONTINUOUS METAL GUTTERS ..Y. �rkn ��: pro . ... r. a �. � ,. >�M .... s... TYPICAL w ^ 2. PROVIDE ROOF VENTS IR 111 P PER G LDS 5 V � N v ;t SECTION 6.1 TYPICAL. CI•dAMFER T. O. UPPER PLATE R80 -x<4 ..,, _: ,_ ,; ..�,, :.: r� - � 3 3. PROVIDE GALVANIZED SHEET METAL _w __ , - FLASHING AND COUNTER FLASHING AT _ ALL ROOFPENETRATIONS INCLUDING �� `$ '• ._w_�w, �F� � s ,� ...#::,n d: � L R .CHIT NE I $. 3 09 4x4 I 4. REFER TO SECTION RI001 IRC. FOR s „..-_.wu �....�.' re�:�° E � M R' ` - CHIMNEY CONSTRUCTION. ( 5. PROVIDE WEATHER-STRIPPING AT ALL iX� � � CEDAR � DOORS AND WINDOWS. CAULK ALL z -.. z., fi.;� ,. JOINTS AND PENETRATIONS IN EXTERIOR .. t ll i•.i, r`x3.c tit n _ u {r �!` j - � ^� WALL �� N fi T. 0. u PPER su> LR I 6. BRICK TO BE SUPPORTED BY STEEL ,V, O I LINTELS AND SHALL NOT BEAR ON WOOD T. O. MAIN PLATE - �t FRAMING. ,w;,�..w..- 1. FINISH EXTERIOR Y nM FINISHED E ER R GRADE TO SLOPE AWAY FROM BUILDING AT A SLOPE OF AT LEAST 2 % FOR A MINIMUM OF 5 FEET. ME .� �- q'`° S. POST APPROVED NUMBERS OR ADDRESS ON THE DWELLING. ADDRESS SHALL BE f w __� ..;: :F.J PLAINLY I AN T. o. PORCH;.1?LATe-- .: PL NL VIS BLE D LEGIBLE FROM THE %,.i z, �: y�„ ; „9, b � _�a -. � .� , . ' >� STREET FRONTING THE DWELLING, r( t.' r.. U ,. Si:.. :.: t, ' SF.,... y. k, � ,:., � a•».,. n� Y::Yo +k„ ,.... vF : a -. N. �. � X'dY 3:aa c.. Y".. `�i. - .sx kt »x^r ::,•-a 'kr n ;ea:.t$m. , • ? :, * , c.s';v- .".:7... _. - , ?,k.a� 0 GROUND SNOW LOAD 25 g� WIND SPEED (M P.H.) 85 4 �- f��y ._y....-�..««o..-.....o.....,.......a-.....«..Ge—.,.«,®.«:...,....»....w•.+.w..m,.ww.�ww..w.......,w....... __.-_ mw,..wwe.........ve.....,:,.m.. __-.-.. :i T. o. MAIN SURFER SEIS IC DESIGN CATEGORY DI/D2 M h m 4f Y �5 f� T. 0. LOWER PLATE - o DECAY SLIGHT _; ,. ..� ..tom �u v SLIGHT/MOD nn tERMIrE µpa rF^;, �;. .a N _ FRO5T LINE DEPTH 1211 : _ WEATHERING MOD Q WINT R DESIGN TEMP. 26 ,w O m t ICE SHIELD NO A FLOOD HAZARDS PCC I1A.50 AIR FREEZING INDEX 50 T. 0. LOWER SLAB �= yLEELu—Lu—A T. O. LOWER SLAB FINISH GRADEMFINISH GRADE MEAN ANNUAL TEMP. 50 J in— jI 43'-A11 20 -10" 1 -O" 21 -/ II 1. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS 2. SEE STRUCTURAL PLANS FOR ALL HEADERS AND BEAM SIZES 70. 8'-011001 3'-0" 2'-511 11-6" 1 5'-0" 4'-1011 5'-11" 5'-10" 3. BOTTOM OF HEADERS TO BE 6'-8" - THIS FLOOR UNLESS NOTED OTHERWISE. 4. ALL EXTERIOR WALLS 2x6 W/ R-21 INSULATION UN.O, CHAPTER 5. ALL FRAME NAILING t0 SATISFY 6 IRC BLOCK ALL PLYWOOD EDGES. ALL EXTERIOR SHEATHING NAILED W/ IOd s 6" O.C. (EDGE) AND 1211 O.C. (FIELD), U"., TYP. 6. PROVIDE DOUBLE JOISTS OR BLOCKING WHERE PARTITIONS OCCUR ABOVE. Q E 'Alm E •gxzw s irk s �z;;,.,e - - 1. PROVIDE SOLID BLOCKING OVER SUPPORTS. 404 SL 4c+4 8L 404 SL 404 SL eza ;tti «, 1 ,a' . u , ar, a €. ,, s Fs��u�r z �.>�i. r . , <.,,rt � -�,>., , sk < :• -'' " _ . 5 , i'r.'.._i� 1 '.� � � , ,.`i.L[ s,F}atiC,tAet,n$' Y W.S:2laj� - S. PLATE HEIGHT 'i -9" THIS FLOOR U.N.O.s -Ys tom. 2461$ � .x. �.��� �,�:� .fir- .��., 9. FIRE BLOCKIyN� PEN G TO ALL PLUMBING � PENETRATIONS VI 1 II 1 Ii 50 CAM. n+ ? s E RI {S 'a' 3 �'-OAN,3 ; 1 FAN VI.TA.,„ 10. ALL STORAGE AND SPACES UNDER 0 STAIRCASES t0 BE FINISHED WITH 5/8 Via,.. ?w TYPE X GYPSUM BOARD_ 3 _ 0 Rd: 11. FINISH ALL GE L NGS W 1 I I WITH 5/8 GYPSUM BOARD � � ^ <a _ _ r .•_ ��: � _� � �l :: ;. �, rill'-3"x91-'I" - :; ^;' 10 1 xl0 2 Q _ .3,yw..... 12. AT GARAGE USE 5/8 TYPE X GYP. BD AT -7 3 -1 ALL COMMON WALLS, ALL CEILING AND FURN HUJ. �ht, MIN.18 IGH 4 , ALL EXPOSED BEAMS. n r,.• A0 INTERCC PLAY FO ��. f� r *.<� �k.�� .♦ >: SWEET 13. 'PROVIDE 26 GAUCsE GALVANIZEDEE »,� 110V ri O .4 _. n y . , sD• w METAL FLASHING ABOVE WINDOWS AND A � ,,w... � � r��� «.. m ,_ � .: 1.�,� O .. as SEE NOTE °19 . ") DOORS. ItYPJ LAP BUILDING PAPER OVER ,, � �A: Si=E=NOTES _ r��o���0 f,�� •; � f�.��;:, 0 v _ - - 14. HOLD SIDING 6 ASV. FINISHED GRADE, t P = 4 _ 6068 BP � � `"° ,^ B PASS ;< 1 tit -,,. �k. ��, :."'� ^e'z',I ��Y�'"».�., w,zv.",n:.,',•. a. ,,.,��..::,-<,�.,<„". SD ..tea -.,., ev ,. .'r<ga W „". �.� &:;;.y 2X BEAMS PER IRG r,wn ,F,::1,, 15. FASTEN MULTI LAM BE, . 9 .,.1. l,ji ;, a ',+;fie k,>"; ,fi .ku. :r, TABLE o2 3(t) 5 ,M4 STANDARDS CHAPTER 6 BLE R6 l N 1 - - - - - - - � � � I �1; ��s ,� �.� � � � - i.,,�, TYPICAL DIRECTION. - � - P AL D RE � � .��� _ ..+ 5 .., : ,f --i%. V' a... .s .n:..�av �wi�x uvw:.0 ..�,<..:.y�., ,vrr. r..,..rt u,c....«a. N - 4 4.z u3 Y�5 µ.i 4+ ,<, i*3 {" ,::rtr ..rr"v'• , :Y fir` :a>a .,„,. ,.. ��CC i v, ib. ALL VOIDS t0 BE FIRE/pRAFt BLOCKED.: _ O ro t xR<011 14 PER IRG SECTION R602.8. _ f a�, ,"y. ;; - k�z .:;< ;,. P'2 ai 14 a.{ro„ i=9. LLxvr.'fT r+,�• .w 16 RISERS `--' 17. INSTALL IUATER HEALER PER I.R.C. CHAPTER 28 �� 6 ROr 70" Ts AND PER 2006 IM.C. THE PILOTS, BURNERS, of 'V 1 x201 •"lr"'1.'E, �. f ' - e "�em�„ � V'. �K NP I 11 1 ilmw HEATING ELEMENTS, AND SWITCHES SHALL BE A MIN. -' LL "_ Al b PARKING' max,< ; => OF 18 ABOVE THE GARAGE FLOOR PER 2006 I.M.C. II Q. _ a AREA. s ' - .x.. .:..,".. ;� �" �': �' .d��,.. .it'^«(� TU" 4s.4 � r sh: risi.> ^'k .r;...s-:,v, n#wti.,S.. _,.?.�,:ta8-'is,•: ..:'aFx'¢rtia' 4'.iA :L,`..«a,�..arvk{,,, 1' .... .-,., p ., s,,,zas$ , A,,.: r,l.. { ,-... TUB W/ 18. STRAP THE WATER HEATERS At POINTS WITH a - - IN THE UPPER 1/3 AND LOWER 1/3 OF ITS - „4., SHOWER I. 't '€'' "<` / ( V-ip` �,e aid. 7ya',: aw' �3" I POINT SHALL :.- - VERTICAL DIMENSION. LOWER P %- 11 hw,�<..a,.. tROLS. MINIMUM 4 A G01d _ ROVE _� BE - V• Vr "r.' '1:S . ` II M 1 %t3, .a^,,1 x n A, t� ��A-'a' Js"; � "'sw:, ,.�� ,s `3._: ••1 '{ ,,,,:. .. }._, s�,"", 2, ra'`" -xN. 5>r< 5 �, Y. ti e.#, y;, 19. FURNACE t0 BE PLACED 18 ABY. FLOOR ON w I I I I I I I I g .> 1 HOUR FURNACE PLATFORM - a ..r , ots U RS T L B RNE , -p <J, a r a3 ..d., r' a a ? _ LAYERS PLYWOOD. HE P s. ... � ... x ,.,.; u,�, _: ;rry� � <_ �'�' �:. O $WITCHES SHALL HEATING ELEMENTS AND a =r 1 «�w.. %v;:x €ru'=,'a+'s.�v a.,we Z`„ �'s s..., k ;? .,w�. .a:', ; r,.? . a , , f ; - ll. THE A OVE E GARAGE r: ... � ���::,, L�.�.,.. :,� _� �M � � � � �� ���,'+� 9 x20 tJ' ALSO BE A MIN. OF 18 AB 1 T. 11, w ', 103&11 y PARKING t FLOOR PROTECT FROM IMPACT PER 2006 yy �y� xx IM.C. 3. v � AREA y{/ _ 36 MIN. WAIRDRAIL ; ,,r .. , -j 20. DOOR BETWEEN HOUSE AND GARAGE TO BE .ay ut wGin . r Y � . 2 r7 rr r^ re. �=.y�. �•,au. rJ `";'�,•. . ;: a 20 MIN RATED, SOLID CORE, TIGHT FITTINGS, _ _ 0 y >; ! s k ✓,ri ar WITH SELF CLOSURE. �'� � r- � �,,��� -� f� z � �, � I _ Kit*: - 21. ALL SMOKE DETECTORS TO BE 110 VOLT Q�p 0 O _ V ��� VIJUI'A141'A!!!"UU U? „.,` ^.ar r'. xv,.: ' °}sa. F'i2'x ....,- "#ae ,Y - *� <S `l 1 s i y A O WITH BATTER BACKUP INtERCONNECtED.npnh,d.: # r ,,e', PER OW �d @ r.: 1 1 1 11 w n + 11 _a O M. � . �6I.C.C.APPROVED D RE _. _._ _. . � .,. � �4 - _ si tH IN. 6 UPPER FLOOR ,• _ A / 20 D. F U8H HEARTH. M , $ � � 1 � E , FIREPLACE W D L - w�a ��: � �• ,., °: 1 :, ;_� �s, �� :. � r � � a a 1 cv 0 , ,. � ,^, f INSTALL DIR VENT / SQ. IN. 0,8. COMB AIR ,,,,. .102 Sr. 1 , G, .r z x 6 FRPL. PER TERMS OF LISTING AND MFGRS MAIN FLOOR , wl" �� Y � � �� a z � - -y ,;.t ,7 ., Z .r;'.-.wt :.i3:, .., ,, n .,,, ..,v ;,a =Csnr r I I 1 m SPECS. SECTION 1001 I.RC. ,. FLOOR CRICKS' 1 N PE PER E R r.. S� . " LOWER FLOOR 382 _ .:, I TYP. I„ « IN AT STAIRS A M <:: 1 say: 23. PROVIDE CONT. HANDRAILtt xz'� . r.� : , .:s , `�, '� ,�,.;F v "a � :# �;� �� `":" } :> OF 1 1/2 FROM WALL, REFER TO DETAIL TOTAL FINISHED AREA 182'i $;r. O r _ -a :� I r . p 14 ON SHEET NO. Al. :$ x $ 15 80O. DOOR'S` �1 SP. x , DECKS/PORCHES , ,rw �. Q I - 24. LIGHTING CONTROLS FOR INTERIOR F..::. %T.,.. t;'-: kd :,•i<:. , .t K> r "$'Yg' "u:.-. f 293 SF, f r., t ,; CONCm , t T GARAGE,.,:,,F; ; ,,, STAIRWAYS MUST BE PROVIDED A HE ., tt., "r..� Fr 25'^ #• ,'y f;,^:N } $ ;'rt & =t s of THE STAIR LANDING TOP AND BOTroM I I _ d O,� �s s; t 350 PLF REQUIRE Q d 0 0 �X�JU�'A11A'AllftWU ll� 4. zum . J n 25. WALLS W/ GREATER THAN TYP. - «; . as o , t "9 '4"_' ,c"d.2§€° ""s ;' ;Ts ,U? I- A MINIMUM OF A 3x MEMBER At ABUTTING p �� o p =_ rx _ _ FLOOR CRICKET PANEL EDGES AND SILL PLATES. FOR WALLS W ' � V Dm VUI'IU U I h ' BETWEEN 350 AND 600 PLF, ANCHOR BOLL , 1 La'�a'.%.zn t . ;.. ' S• i a a3,3 .;J Jti ��" -40, DOOR - CJ cV uL 8: SPACING HAS BEEN DEGREASED BY I/2 (USE UPPER FLOOR 835 a • bQa, Y Ss�e, x �''", ,. ` �,�, �) fSt I ask ?� ,. a t" =z ...�..»<,.-�:.�.-.. � - - 2x SILLPLATE). I 403.1b. - < . - PL E PER RC R v��.uy ��,� ..,rxrr' Nx a ,:�13 `fir r Q � x z�+l,.e<e: MAIN FLOOR 833 53-. Q � , � � � �� ,a � '•' . 26. TUBS AND BHOWERS. s,w---------- ------ + FIRE BLOCKING BETWEEN STUDS. LOWER FLOOR 399 S.F. " 34y° , �., x 1 +G.P.M. ry `' UP _ LIMIT SHOWER FLOW TO 2.5 G.P + WATERPROOF WALL TO WITHIN '1011 ABOVE TOTAL FINISHED AREA 206'i 51:.CONICQ r- I L ING H Si a ka Gl Ta DECKS/PORC E 121 S,k�qqi'r<`" x n ct1 Q DRAIN INLET.#�"w� F�, +fig. + VAPOR BARRIER BEHIND GYPSUM BD. h; a • ALL GLAZING WITHIN loll ABOVE DRAIN GARAGE 36i SF.' I _ INLET t0 SAFETY GLASS. : 1 a BE �, G , Kqa 0 t.,. " '� ks of y;�x� y,�r� b !a.:�°n " ,'4sa,"a'e� _ .. E WINDOWW/AMIN. Q OO� �X�JUuU�'Ni11 "' fF.. �r.:, '_ Q---------- --- --- 2'1. DENOTES EGRESSABLE NUME F - - - D OCA 11 'a' `afr OF 5.i 8Q Ft. NET CLEAR OPENING t 44 MAX. „> �., , .: p FLOOR x Y.. ., k�S 'x�" �i ASV. FIN FLR MIN. EGRESSABLE WIDTH IS PM ��F..s ; as 20", MIN. HEIGHT IS 24".�w ;� ., 1 S.F. �. UPPER FLOOR 15 8„ S Y GLAZING REQUI D IN�41�?sM,m 28.0 DENOTES SAFETY GL RE , r lY 'W =„"'W „ ., �.. era,' x� ,. aHkr�;,, THE FOLLOWING AREAS. MAIN FLOOR 1535 S.F., ��;, yg�,: A GLAZING LESS THAN 60" ABOVE TUB OR �, � � qq� t SHOWER LOWER FLOOR � � r� � � B. ALL TUB t SHOWER DOORS 4 ENCLOSURES � ,,, ' r =k .:. EXCEPT GLASS BLOCK. GREATER THAN TOTAL FINISHED AREA 3894 Sr-. 3" SPHEREUNLESS DECORATIVE GLASS. a, ,t . D. ALL WINDOWS WITHIN 24" OF A DOOR DECKS/PORCHES 198 S�. ._: II ,,,g, .. o 'w Sall "ar.. � ^� � � 4 ��",. ..;�yns �. � .��C ��. w• °ti:� SWING. LESS THAN 60 ABOVE FLOOR_„� �x i",.:k , frykS"+} , r p fl"�' i,�*,"y E. FIX AN SLIDING ANELS OF SLIDING GARAGE 660 8F. Sas� ,,.. E FIXED DP a ,x : DOORS..ka ;"t 4}'ill :y`' s" y^Z :,.! ti a,a :en - `', F. ALL UNFRAMED SWINGING D p �y�� OORS.���",,rn F 43 G. GLAZING LESS THAN 3' HORIZ. OF STAIR OR ®L�nIL4Ul�l w0Ih1lMU/i1 U II��JIIU ��� <.� ��� �� � � k . r �1'- .� LANDING LESS THAN 60" ABOVE FIN. FLR . '` '-2' 15'.,011 '-3"-4' 15'-01, '-�11 1-loll 21_411 01 H. GLAZING LESS THAN 60" ABOVE STAIRS. ALL GLAZING TO BE IN COMPLIANCE WITH THE LATEST WASHINGTON STATE ENER3Y CODE. . 29. ATTIC ACCESS t0 A MIN. OF 22 x30 WITH E BE " " ' II � II 1 11 � " WEATHER-STRIPPING PER CODE. TOTAL FINISHED AREA (PER UNIT) ••• SF. 4 _O 17 -5 17 -10 4 -2 TOTAL GLAZING AREA (PER UNIT) •+++ S.F. 30. WHOLE HOUSE FAN WITH AUTO TIMER AND 43'-4" MANUAL OVERRIDE GLAZING PERCENTAGE (PER UNIT) •... 9�,0 0 SCALE : 1/4" I'-O" _ m1 F -- - O _ 0- O d-r U ' ftS a a t a� " u P_ AW : 20'-10" o 6'40" 4'-0 S S g v'o ,'¢gp' 36 MIN. GWARDRAIL 363 SL 36 6 SL'a ,n ~:. 3roll MIN. GUARDR41 .� ,e � > a ;%.2 n .-s i.,r - i. r�x,> � �. s rae�:sa.•t�`A. raa ...axe �$�r<�+b. �'z5s'aa`m��: .,, >=4::e:'} �a � 3.aas 3 �rasa:r--:s5 5rs x Sti'�' i�tw £SLOPE 1/4 PER FT. MM. SLOPE I/4 R FT. MIN. s O O OO - �; USE A INCx - u F I t F PPROVED FLASH USE APPRO D FLA5HIWa RE R RE .R G. f , _ WATERPROOF MI RAKE 1 SPACE I _ SPACE 1 - - t WATE MEMBRANE �9 g k� -1CK xi —oil dKITCHE € — - 1 - — o7 KITCHEN,_e O z(i ?€`,v 'I!�°sty' L N y �(�i:i - fd:z". VI ?� ;� - 1 i,� rdSx 150 1At us �. .H >� FAN :r :IV GFJ 1. ; FAN - - _ R A -9 x5 -O 9 i + Z 68 m oc 2468 CV :r �„4::=r..,.r• '•<.;.t•`� t a § ,'Y n 5 ' ,.m ..>t.„,To- ..�� -:. ,- .,,.... _. �s :+� r_., .r..,::.¢ _...,..;x. ;.,, ,,�. �. ,r.:.�,��. ,. ..,:ems•-..,..,e,. .._�,:_ rw„F'>..f� .F,,.a Y� ,f „.y,3r`, vSu r t, ,}:v¢,! �, z] 31_811 ,t .r .:11 I! tr t6 .k n ^., 'g- - - 8 4 2 3t G>' 8. 42 + EATING BAR,, IC" T w} w p - - II I II i 11 1 I 1 m - 6 �. f. a,. .d rj ,,. 7 S 4. - 2 4 - 2 r ' 01 4 — II _ II 'L'. 3. .d it _.QII „§ C ^r ,'�y _ At rxsrsr;s,"•djji 81 —% NIA ro %lrk , , V ^k ,�.; --' .L 'sn;` ..axJ? i , , �tz1 :.H ' h; r. �< 1 z ROOM �. � 10 8 xi0 -9 10 t S r- n Tf S: ,�,.— _ y b'�t.•.. ax` s�S.. �z'#' ,,,u 3 s J^. �:�,a�, its �S;r ?�+ AU r, ",le t - ,' �sa r %E ,; R g z � +i + ` N � '�` a ": � "s Sa `mot � ...1. O cv 36 MIN. GUARDRAIL - c _ a H as °� rA cal rtita '� ,:sa '+. — _ ARCH r �r �d � � W O X "a" h' F2�i `ti„k "�?�, °. N,*,faeY ..'�-..' ?'th'i )@ k'- �� r^ � - S "{SD - a,a >`$ ?.; fix' J-,.F.¢` r r yu•'Krx S Ies '. .a...a...u�ts�a - .�. — .. f :.. ... 5 a r' a. Y.ty ..M.4. rs ..,.r ,"s x,... 4- £. ..b.. • t. .t',.:i. a J: q-. �� ,f �* ,��-z k:-..4. ak y 2`:. 'J,'3 p 4.p ,:. ,. 2,,,,.0 :fit x � , {. , $ .., r , . r.=s ,r .W .:.. ;33 kr ,. ..,-F� ;t+ �.. .f ,� a cdr rtn,%,..- O>`� at ztv�,. <.W _: W +•, ;�.� - s ~~ 1 },� v3i .r",iREA ... .' - x ,.'2 F +f Nam. '45 >}.. - x:',- "�'sy � "��ar5 ., ,� n':e 1 11 b. x ;., ,t.•:a _ it p ..:,.,,, Y .;fir �� C .•:� ��. ±r: ��1 � r� �, � .•,,,� �, , s jj �"�. - t-.?., , ,,.,.. s et r°°q.'t;,""K3. ,.::.;. .,p. ,., > ,.<::. v •?;x' k=l,€ .: 'ixt^€�'aa-giW7.x UFa4;,a ,r. ], R r .,+i .,, r-'`.�k..t";J' �';.., �`° '` 3 k�' "t<'. G _ i.. `1'is, ,, .;; p :., �, fi :f l' GREATend ., 36" om I.C.C. APPROVED k .a .,,. ,, cfp �°:�� �,> ,< x���� DIRECT VENT FIREPLACE UJ/ 20" D. PLUSN,.NEARtM. MIN = f4, cA V 6 SQ IN 6.3 COMB. AIR - NOTE } SEE 022 %' x Riv 14 _ .� � paw � � �,� % 'r'i�rt'"u,"z3 x kz �9 rsaSfa 3 w < 205 SH 40 6 FX �O 6 SH 36" I.C.G. APPROVED UP DIRECT VENT FIREPLACE W/ 20" D. FLUSH HEARTH. MIN. ss0' ''` r' ¢ 6 SQ. IN. O.S. COMB. AIR O '' K 1 SEE NOTE 022 - ' e a lti t art � ,z<: }a '^t , � a� •�.,,,.,�� y: `... r'y.;',s $�..,� ��� y" ; Af; t x'r iT rrz ia'::,,t eta ii ',y:,, wt, 5'; _..«- xfi, a$f. :x.�>alt;++ar =:;-'�rk.•S.¢>Pfi3i'?a's;'P wx:.,4.'¢ ,r ry it 205 SH 4056 FX 205 SH x 3 'i TINE S st N 3 'v"'r'5'c.°'�'.'=a.'t r�"'3 Qjr' ' f y „ rat a' a 'str� y5q Y },ttols . .,r.3,R 3i z'•s k'ty %y 'E y`< - s .& 21 4�I '-10" .41-211 001 DRAFTER: JP'I DEVELOPMENT PLANNING CITY OF RENTON DATE: 11/06/01 FEB 2 7 2008 FILE •: O'110,30 RECEIVED O'i1090 r �O�O1G Iif� C 01 6'-011 2'-1111 2'-G+" 1'-611 4'-1" 3'-d11 41_�li 3'-I" 3'-0" 3'-611 00 SL 1/4" PER F T. MIN _A USE PPROVED LA$WlWS E E t wA RPROOF MBRANE �4040 SL E 4040 SL �403 8 403 9 ` ?�� :,y* L Lfi .., ,bra: b , n r,; -ea,,. Y:l<�,t�.. �,..��. ��a. �a:==+sr, : ,i"'.?� .-:.,rxau�..�r.,t. .k. ...:z;'hFa�B.:�„�a��. 9 �i ':uiva...,Fe3 �unr;_. „ r - .A op f d 503e, LQ - I�i�001" � 2 ED OOP1.3 >i _ ft 10'41x10'-2" = V-11"x10'-I" I fib. I -- _ _ ss - - - rb AKI ({1 O ;: _ &, I i, s. y,,f ay`a:,,,,` SO NG TUB S� ��SUIT ' 50 CFM r 1 1 _ I I FAN 2 E- 11'.r°. ax.,: 7 11 dig O n, 1 I I 1 1 c it -5 x15 -O Y.T.O. BATH .' II it II 11 II II I I ^.:, . , it: r „Pt,•,, F f - BAT 1 , (o -2 -gyp 2 -�O 2 -1. (p -5 ,x I,, I h: • ,?,,, a 9;, 4 x8 9 4,! .a �,..I. a a tt.r'i, Iza .0 ,tn.,a,a^ ,a t,(Yr' x 1 R I d 1'' 5068 BP Y^A R ,?`•• ,-z grcrx �i= Ag y "TP-„rs.ra� xrl� i A 9 - m, R S... ,:Y��: 'e �ry #, `p:du?Yft#}="# 1'A Oa-� si :`Y - $ F SL,— — — — a3040, z-: P is ^ - gel R — . O IL ry < � ,. ✓ ��;;sr%a�r - \y�y,.y(y/��,. #G CA ,u � FAN i INEN J O sI _ xs V.T.O. ,n x ;. 1 — a r ujw .,, 1�`� z...-3=a '.'a. '4 ..iTsd,..sd.0 FA 4 C OWE _ _ TO j g m .-I r „r -i I 5 -9' . _ M :; ra gt:'z.Y t ��g' u:�4, � I x,:+ ,.1 d3 �ZA pi 43 A �- n. j. .� p I.;�x is I OLE NO ?n'' r z' — L — -I� — — j/ a} a ' I t( BAN G T I _ ` 3040 Ii*� x I, y I I TO APF'R - r f 6HOwER 1, d n 1 I I { ry' F hT I 11 ,, � N 1 / `> 10 -4 a ,_ S -2 y rj'-O"x -O" 24 HR TIME _— o , v n w I II j 11 I B OM 2 s 011, '- 1) —10 XIo-O _ 4sr t; ' fir., 4 z s 2., m Vim. i :. . e,: m , . M _ E y, Ju „ 24 . 't 68 i P D. 2668 In �t 54 Al 23, ((� r ' : bpg" "rw,{E"Y I {1;sA. `,t ki .:alit` 7-" R . .' .a's r r31 .,`•fir.¢',. 50 cr-M. f Aso» .,, s >; I x 3046 SN .,., FAN;, , f/ a IT':k. '•"Y 1. .:nix s " "`c m v :j ..5� 't`a z' +k s.#'� — xl ;264 SH ` VTA I�. 't x, 0► crl i`. fix € sIf s x�.--:� n y ;3 'wha i p S 9f .Afi ,eg I II �_ i �, J >;/o tuB wi £ f ; f t� k� SNOUIER ce r cq ILy? ila O ;FS 't•' ") La";.. '` .; #,.' i j S`.'•' 264 SH. ^ •' .„: 1 I 5� D �00m + _ 1 ~r.r•,rrr" 'a.,y,h<� §�1 �, ��.'`' `m r° ..„� ,;::w - r a, _ �,' ry 7 4 ^a, `0 l' yy y, ¢•�, q-' •�,_`ty�.: A� i�L'J"`{iT p":� irWr� .j� � .� T'm`�'Fd., 3a.: At:s*�'.=. .k,. A,; • I� V/ fl. r a*,tJx 3a ✓;; :ei''.. k r y,t .ir z r ,.#,.. y t `,, 4 �aa - <3 s .� ,z: aaa, 1* �,r+'a «P'�'x." a ° frt•,'' s.,i rx" i ;_, 1 y.aY}. �.z„- �,�l z,l�;,s;ro'� tsC RYa�,- t -And 5 .,=f 5 ' >', 20 6 gH 40 6 FX 20 6 gH E Sk ;�p� E 0 is3 rat et:.. r>,. 'e;; '+ 9� ,Y "1- Mta nj ti ;ram ,t t d: g i laull 44, ,. 1 Off' `2'-211 2'—I11 21-111 2'-1011 3'-41' 2'-1011 3'--I" 31-41' 3'-411 3'--ill '-1011 2'-4"_ le ' ey 4'-2 In 4'-311 ��.-OII 4'-I11 41-1" 13'-10 4'-211 43' 411 DRAFTER: Ji 1 0 c� VEI.OPIvi NT pIANNING DATE: aE CIT( OF RENTON 11/016/o7 .� FEB 2 7 FILE O't1090 PROD •: O'11090 a) cu N V LL 0�1 ' .... :..: ".. ...... ..:.... _. ,....: " .. ....-.."- .... .-." ...:.,...:. .... .._. .. ."..._. ..... ..... -- _.. .. _.... .. .. .._ ....-. .,, .< .:�_:. a. a..., -..__ .. ._... .,.-. , ... , ,.. ... .,-.... .. .. .. ... ..._, ..�. .. "_ ,... ... .. _._." ".. .. .. ...., ..,.,,., .. ... ._ .<. ,... .,. .. _ ... ._. ,. ,.. ,. ,,. ,.._ , ,.-.. ... ..... .... ....' I.:.b.. .,<.1,... 1 14 o. ,d 1 ,a ilYr. [t 11I - 0— .':.11 ,III=, .,IPII,i - ff ; m Ell L� I 1� - ` ss a ca+ a i d *fit �„`TM%try s� z;�3•' : - - a d�,�,q i � s�.-., A- - A ,. <+•f tf r`,lf�`.. k � phi=arV''?'� �, ... veil. i�rt fvy''„ Y1"2 ;` f.� fi S V "bell 1. 1¢,Vry., c to j- r� '� nrSery s'n �•,"a; �'� #.sTu s a A SCALE : 1/4" II = i -0 SCALE: I/4 1 SCALE 1/4 O a s r3a s. a fix:`X44gv�Y�7z 41 - _ c."Pf T. O. RIDGE 0' x 2 ,��r�^�r,.�'a 3nx:a �r�vf,h",z go 19 my i.s44 v r a Y ti' n at I Al VC MIDPOINT OF ROOF (35'-0" MAX.) q� 9 a oa r - t� , iv .�-F # r fi c _\ - -.r-•• �,'}¢K i :' xN dry n; 4 :' (psi, ter r, "� t, g I� f ,°s'' � vl` �;" 'y'a v,kr zk`+ r a+ * %r "I1(�)D �/�.•:y u^.+a h° s' d' "av V /i ll G 4 LL 0 " is l=�U Wr4 V u t1F7 N L7L�L7 U LL U�:/ tl u 41i�:/ V •3 .,, •ti{ e *'v **..�' ,-. a ,., $cy L"€bd i i 'a � iF.,;�i 3A,. ➢ i U I I io r 1. IF CONTINUOUS METAL GUTTEF',S 4<rf ,, T O. UPPER PLATE LATE ,, y G , �• i3 2 PROVIDE ROOF VENTS PER IRG -� Ix4 coRNER SECTION R806.1 TYPICAL, TRIM 3. PROVIDE GALVANIZED SHEET METAL FLASHING AND COUNTER FLASHING AT k ALL ROOF PENETRATIONS INCLUDING SHAKE �� q, 211 0 CHIMNEYS SIDING I � I ; , �i � �•.,s. `�.=' ,�;,� � 1 � � �_ i - �- r,-. � � ., �, �I .�I I.;I ,.r, .,! 1,_11ai _._ i, .� .��1, _t!. I °-a����.�,$�.�.��:,J�.s.a�. : �Yu,,,_u r. ,;��,� 4 a . �;:•.:� tl � .; ,.,,, , >,: �,� � �,',_,.� .�:�, !s,S 4 ,� �- :-:" � .: `�- I.m_.�. �J_ � y. eI� . r� 4TYXP4 4. REFER CTION 1 01 IRC, FO R CEDAR, CHIMNEY CONSTRUCTION. � r �, n � 5. PROVIDE WEATHER-STRIPPING AT ALL cA _ 2X4 °f I I r: ,{ I I 1 ! 1 h$ = DOORS AND WINDOWS, CAULK ALL T. O. UPPER SUBFLR I •, I I CEDAR r, , I� _ JOINTS AND PENETRATIONS IN EXTERIOR sr� � {� �����°� 5 xb; ��"� �� ��� SCALE: I ■ I -o � ..WALL. - T. 0. MAIN PLATE_.,., .,.� �,.,. ,�_. - - O 6. BRICK TO BE SUPPORTED BY STEEL LINTELS AND SHALL NOT BEAR ON WOOD . 1. FINISHED EXTERIOR GRADE TO SLOPE SI8 LAP _ __ __.. _.a ___ x ,r _ "' k f';r AWAY FROM BUILDING AT A SLOPE OF AT DING � ,p ��-_,-.,.,_. r,=„�., IRE : .4,. _ : LEAST 2 % FOR A MINIMUM OF 5 FEET. •, Z f .,,� ...........,..,..w- - _-_ _— .__-,_.. .ii ,�..ry3 .-.. °q3 i3vY:, w�. - w._+w_.m........ ` ty . , xgYry�.q.e..a f �N♦ ...® w.-- " 8. POST APPROVED NUMBERS OR ADDRESS ON THE DWELLING. ADDRESS SHALL BE �- € .. T I FROM � PLAINLY VISIBLE AND LEGIBLE THE ® STREET FRONTING THE DWELLING. � r ,m ram.., .,�.... ��... �. GROUND SNOW LOAD 25 `�"'�'P........_.......,_. WIND SPEED (MP.H,) 85 T. O. MAIN BUBFLR .�,b.. _!r�<�� .:`; � �a ; T. O. LOUDER PLATE i rnra�. x wzn.-,-....p.. ,:...�.. SEISMIC DESIGN CATEGORY Dl/D2 -� tl 3A u ..n.._�.,...a...-..,,:.3,5.............. ",T'" ...... ,r�;s....• '�' "Its 0 DECAY SLIGHT ,,- �" TERMITE qq SLIGHT/MOD no STONE w � VENEERFR05T LINE WEATHERING MOD Q _. WINTER DESIGN TEMP. 26 ,�. ICE SHIELD NO T. o. LOWER SLAB - j l I ri �ql ' FLOOD HAZARDS FCC I1ABO iL Fnl FINISH GRADE AIR FREEZING INDEX 50 uu MEAN ANNUAL TEMP, 50 C� i DEVELOPMENT PLANNING . CITY OF Rl~%1TON FEB 2 7 2008 RECEIVED DRAFTER: JM DATE: 11/Ofo/01 REV. DATE: NA PROJ o: Ol ICK30 1. WRITTEN DIMENSIONS TAKE fIiDENCE OVER SCALED DIMENSIONS 2. SEE STRUCTURAL PLANS FOR ALL WEAVERS AND BEAM SIXES 3. BOTTOM OF HEADERS TO BE 6'-8" THIS FLOOR UNLESS NOTED OTHERWISE. 4. ALL EXTERIOR WALLS 2x6 W/ R-21 INSULATION 01 URO. 5. ALL FRAME NAILING TO SATISFY CHAPTER 6 21' - 3 1/2" IRC BLOCK ALL PLYWOOD EDGES. ALL EXTERIOR SHEATHING NAILED W/ IOd 0 6" 3 I/2 O.C. (EDGE) AND 12" O.C. (FIELD), UN.O., TYP. 3 I/2" 6. PROVIDE DOUBLE JOISTS OR BLOCKING WHERE PARTITIONS OCCUR ABOVE. 7. PROVIDE SOLID BLOCKING OVER SUPPORTS. 8. PLATE HEIGHT 9'-O" THIS FLOOR U.N.O. S. FIRE BLOCKING TO ALL PLUMBING PENETRATIONS 40 . i ,wu 10. ALL STORAGE AND SPACES UNDER STAIRCASES TO BE FINISHED WITH 5/8" TYPE IIX" GYPSUM BOARD. 11. FINISH ALL CEILING$ WITH 5/8" GYPSUM BOARD _ 10 12. AT GARAGE USE 5/8" TYPE "X" GYAt O FAN P. BD. N ALL COMMON WALLS, ALL CEILING AND V.T.O. ALL EXPOSED BEAMS. 50 C CIA13. PROVIDE 26-GAUGE GALVANIZED SHEET YAA METAL FLASHING ABOVE WINDOWS AND DOORS. ltYPa LAP BUILDING PAPER OVER - 9 0 I 3068 I 1/2" _1 811x4811 - 14. HOLD SIDING 6" ABV. FINISHED GRADE, TYP. Qv _ Y o 15. FASTEN MULTI -LAM 2X BEAMS PER IRC b- 0 I ORCH • a� STANDARDS, CHAPTER 6, TABLE R60230U, - ' TYPICAL DIRECTION. 16. ALL VOIDS TO BE FIRE/DRAFT BLOCKED - +36' 1K Wj1VfA414 dWW� PER IRC SECTION R602.8. UP 14, R SE 11. INSTALL WATER HEATER PER I.R.C. CHAPTER 28 w/1 'IT o6 _ w AND PER 2006 I.M.C. THE PILOTS, BURNERS, - HEATING ELEMENTS, AND SWITCHES SHALL BE A MIN. m 4" OF 18" ABOVE THE GARAGE FLOOR PER 2006 I.M.C. _ + H L ai I& STRAP THE WATER HEATERS AT POINTS WITH _ Tr• / ^R. IN THE UPPER 1/3 AND LOWER 1/3 OF ITSlo VERTICAL DIMENSION. LOWER POINT SHALL _ BE MINIMUM 4" ABOVE CONTROLS. 0 I I I I I I I Ike PLA' 19. FURNACE TO BE PLACED IS" ABV. FLOOR ON HOUR FURNACE PLATFORM W/ (2) 3/411 LAYERS PLYWOOD. THE PILOTS, BURNERS, _ z - - ! t4 AND SWITCHES SHALL 0 �- - �" HEATING ELEMENTS, ALSO BE A MIN, OF 18" ABOVE THE GARAGE FLOOR PROTECT FROM IMPACT PER 2006 k . _ "� _ � � 9 x20 LM.C. t PARKING 0 .; AREA'h 20. DOOR BETWEEN HOUSE AND GARAGE TO BE 20 MIN RATED, SOLID CORE, TIGHT FITTING, WITH SELF CLOSURE. .y x, 21. ALL SMOKE DETECTORS TO BE 110 VOLT �4 ib k fi WITH BATTERY BACKUP, INTERCONNECTED. 22. 36" I.C:C. APPROVED DIRECT VENT 1 FIREPLACE W/ 20" D. FLUSH HEARTH. MIN. 8Q. IN. O.S. COMB. AIR INSTALL DIR VENT* FRPL. PER TERMS OF LISTING AND MFGRSk I I » 1 I.R.C. - - - - SPECS. PER SECTION RI00 .RC r'$ 4 23. PROVIDE CONT. HANDRAIL AT STAIRS A MIN. OF I In" FROM WALL, REFER TO DETAIL 14 ON SHEET NO. Al. 40 24. LIGHTING CONTROLS FOR INTERIOR I7 y. • "c% r STAIRWAYS MUST BE PROVIDED At THE , rx TOP AND BOTTOM OF THE STAIR Iri k2 1 'LO � GRI 25. WALLS W/ GREATER THAN 350 PLF REQUIRE Nu FO oTAGE INmU t i 5 ' *� A MINIMUM OF A 3x MEMBER AT ABUTTING PANEL EDGES AND SILL PLATES. FOR WALLS VIIUU U - t' BETWEEN 350 AND 600 PLF, ANCHOR BOLT DOOR ' u SPACING HAS BEEN DECREASED BY 1/2 (USE UPPER FLOOR 136 SF. Y 4* 16080 f)�I� 2x SILL PLATE). PER IRC R403.1b. MAIN FLOOR 104 SF.* 26. TUBS AND SHOWERS: • FIRE BLOCKING BETWEEN STUDS. LOWER FLOOR 259 SF. 0 11 BRICK ,I . :x i t- 3 tx w P • LIMIT SHOWER FLOW TO 2.5 G.P.M. + WATERPROOF WALL TO WITHIN '10" ABOVE TOTAL FINISHED AREA 1699 SF. :� C' VENEER x DRAIN INLET. DECKS/PORCHES '16 OF. z t • VAPOR BARRIER BEHIND GYPSUM BD. _� - - • ALL GLAZING WITHIN 'i0" ABOVE DRAIN GARAGE 436 SF. ,., - - - OP ,< $A LINE OF FLOOR'A INLET TO BE SAFETY GLASS. 21. WDENOTES EGRESSABLE WINDOW W/ A MINVlitU�11L5 �0 U /n1Jly rAi U161010, P 5.1 SO. Ft, NET CLEAR OPENING 4 44" MAX. ABV. FIN FLR MIN. EC RESSABLE WIDTH IS PM FLOOR " xI 11 u 20 MIN. HEIGHT IS 24". 1412 SF. rs 4a� rJ UPPER FLOOR 1 / 1I 16 O 28.® DENOTES SAFETY GLAZING REQUIRED IN THE FOLLOWING AREAS: MAIN FLOOR 1408 Sr. ,� a ' IS -� 1/2 , 4 A. GLAZING LESS THAN 60" ABOVE TUB OR r k %SHOWER LOWER FLOOR 516 S.F. r B. ALL TUB 4 SHOWER DOORS 4 ENCLOSURES 4 u EXCEPT GLASS BLOCK GREATER THAN TOTAL FINISHED AREA 3398 'a 311 SPHERE UNLESS DECORATIVE GLASS. :'°' D. ALL WINDOWS WITHIN 2411 OF A DOOR DECKS/PORCHES 152 Sr-, SWING. LESS THAN 60" ABOVE FLOOR f_ `�' y, y E. FIXED AND SLIDING PANELS OF SLIDING GARAGE Sit SF. va. s 'R DOORS. Yi Y F. ALL UNFRAMED'SWINGING DOORS. �1 G. GLAZING LESS THAN 3 HORIZ. OF STAIR OR rtiO n I OI p� �JJ"' P � n { � w� LANDING LESS THAN 6011 ABOVE FIN. FLR .' g 3 ' H. GLAZING LESS THAN 60 ABOVE STAIRS. ALL GLAZING t0 BE IN COMPLIANCE WITH THE „� r`r, l 1i . LATEST WASHINGTON STATE ENERGY CODE.' 29. ATTIC ACCESS TO BE A MIN. OF 221lx3O" WITH I WEATHER-STRIPPING PER CODE. TOTAL FINISHED AREA (PER UNIT) 1699 S.F. 30. WHOLE HOUSE FAN WITH AUTO TIMER AND TOTAL GLAZING AREA (PER UNIT) 243.6 SF, MANUAL OVERRIDE GLAZING PERCENTAGE (PER UNIT) 1434 SCALE 1/411 p-01I A o)I- all DRAFTER: JM DATE: 11/06/01 REV. DATE: NA PROD t Oi 1090 - 421 811 7'-10 13'-0" 13'-0 'YI��?II 51_-111 51—lot01 —11_511 363 SL 3636 SL rr. ..-:..•; '-,in s�.ry n,.,; .+ ',pt;.v.. n;3t'% Xn:; ra�mr 3+� r.,a 436 MIN. GUARDRAIL ==0 GUARDRAIL,: 4 FT. IN. REFRIG. REFRIG. SLOPE 1/4 FT b SLOPE I/ PER M PE PER M N <t 1 1 SPACE t .$P/SIGE::,�. 1 _ USE APPROVED FLASHING — — J _ L- _ C U$E APPROVED FLASHING `t t WATERPROOF MEMBRANE ;; .f'^ t WATERPROOF MEMBRANE `t DE gy rR!E P g oo «, 9—��"9£5 1 -lo x�}' �_1 11 1 11 •; Syr _ 1 �° + -t o x8 4 k KITCHEN / I t t 3 + '4 /� * . �s3ry� 3 %"t'tw'", ?. �„ ;F,i � � `'r ZAA k'tolL ; V , = t- a 1_ u _ .. II 1 .-_.Ity 12 6 xll 9 LQL + , SIP *111?1 12 -6 xll 9 �€ — ;• R .n. Y ji ,. _r: 4,x.iY A i FN'� d �, �x,�,r. a<&a�.,'�'iaa`a#,zss�..##*a<':r�Cu:.., �a�-r... .rt�.k. vn...ba....,,.w...,.. �? g., � �: ns a.3. §..y,. a >: _�, ,..:.:>d.,; ,.... ,...:axzze.:.n:.sa r......,r.,o-kw�:u.,�,a,,.na....,<x�rt�.•,:,.: ..xi,e..,'a,...'i§.x{ +��s ' '`4. `«,`�,' �•.x a$ ��m�P } i^.�. ..1� .,^ a`"sc':. c=` :i `A'''.t•Y � .v - . �-� K CV F' 16 I Ai EATING BAR +42" _ EATING. BAR "+42'" ' A) ,, ^ 7..: 1 IS R 1 P R ..._ � Ss / O" T A S s k F z W/ 10 T W - .. ly ctl IV Q7 - t. F 4:'.T 4� :��%v a �✓ ;?J - fi � t 5+7' x., # t* y+�' ',`'` L 1 01,�;_ vy;? t'�..„ ��- rS '� .�+� &>��� rt� a:�i,.t'�.�,i:,a�zaL.�r . aS Ltd .. t Ysll M t l' at.t,.-,>p;»4 H IL > t-qt ,rho° _ � ,. ;s N I IS R .s".-.'+ r k = a a r r $ 3 1 r j =k IN I�IC- raa . 3x . IN IN60 zj � ,� , ���. _ 11 1 11 � C 5 2 � � 3 ' �1 .: II 1 _ II �XJr xv„.€..xa:4>Yd ♦ _ '. 10'-8 x10 9 10a: 8 xi0 9 Q 50 CFl w aM Q R —1 YTA �f �} a `� Y.T.O. —1 �1 i $'�Y r>t< `w ^Hv*1 tIl n t i k 2; ? ;i `¢t'1t*�K A31 y'x-Ai , ioA h O j ' t ea ,. adx ,ze. n„ ;+,".;ry3 ",:,,¢,:•',::;. ° ,#,:'xx-"" z..ss,::y ''''4 i - 'i a'ys — — . t taw df A, N j tP CR,a. 41 ge S <i a s ¢a,nr t i¢,:=t „a. a tf , ` 3N, Z 5. .x*, ,�q.. t ;� *'i. x .3:m #: et.§'..My1 f .... 3 . -%'. ,T � ;� !{� i:. .^... a- •... ...i,.,,.s. wt .''� ' - ::: c ¢. -,. ."' •x. :^n 4d iri '., .... a ."fie ^. .t. ,. .: b so%..'..,.>a�..ci a.,; .. Via•, ,i• ,: �;?' w.tt, „. ,rxiv�. 0 _3 - _a+r'.-.lb.. a;,,,<��.S 3`,i1. , ,.....s aiy .ai'7M1,vt;_,,, S. rv'"'.1•.a is 'cE v .s, ?(o X: 'syS '?, &�n,,S�"e,y`.w','.._'.., - '� 1,1a� s}'�kA ,s.,;`Y.",:,.+;.4',_'n�.'-''�, }#-3q,�: ryrPri{ �g, g .r}s�t :..i�:;' i 4'yy°. i x> �;''^`,� ..p"i Y ' ,'16 1 -3 It xRkli;tlv si3161 3 IIx141 11 . ; " 11 � — fal - _Q ,`,•;.,r, l•'.*:5�,. `'" "�t m:, ,..,,,,,-.s, ,: ,;,..+3.�3 S�,'''a.�•",,".y��"�3"r:. a:�.-s..:,.,:,::. r��r swy�e;Z, a+ ems�s":<�";}'.'ay>V'i:"ti.nd€:.r� �. �c's''a{ Jir..'v-� ,° ,.sXzF°.�r.a#.,r'�,.{:.,„a�. *aw•,t,,x-,:.'s;j � ,av ,.i:i.s,.'.:.ru : �� .m•7�v�. a ",rP';.t.F. a x iay:.i.l.,-. t,'+a.Y.:.i>.<-xffix.w�.�xva.3a ,r'�,a� �.;.bq„. (,�#r "�.a'.A Wb{i iv33;J?'fn>, { V.", svaits, *�:3t . .. "✓;t:n° k,., .�<'C,:;�avx'-�G.9 �«.t Q - 3 � � >,, 36 LC.BU APPROVED � 36" LC.B.O. APPROVED _ `NPIRECT VENT FIA> PLACE W/ DIRECt VENT FIREPLACE W/ ":. tl , tH. MIN: ; �20, D. FLUSH HEAR, 20 D. FLUSH HEARTH. MIN. »2xa§ e 'a'. / ,# r.. - �f 6 SGt. IN. O.S. COME6. AIR ., Kd , } + F. ,,.., „I,.; / 6 SQ. IN O.S. COMB. AIR u �x r� SEA NOTE »22 m.. SEE NOTE N22 d� a, ";fir ai : .-s,.: ;�":�=' . 1, ,,.-:: :. rr _ „x>'..-71,ass's"srssi�ssr_,a::•w sP.x.,ii�' F-d,�....,_;%vr...•r.. ,..,,�,.c.a,.€-`d:a zH .sm...?,< <» ...<'�.F. :77a,1;-€u n<kextrrs'r > ' 20 SH 405 X; 205 SH �' a" 205 SH 405 FIX 205 SH .%i§.,acP"'Az,' rY S .t5 U. 21 OR rya'y' ktC .1'� `J'c S,°; .i ✓,i a•k ID 7 Z.#,a %A k• 6,j'2 I>g 1/41I 313 I/2" 3r=3 I/2 2t &2" 41- 1/4" 4'-4 1/4" 2'-2" 3'-3 I/2" 3'-3 I/2" 5'-2 I/4" w a�`� ' irs , 4 I-3�J1/2 6(o 1/2I 18-3 1/2 641 £ ` € a r,.w t f MY 6 x+ Rv - - 1 ash' - - A.T 111" R, O U (ID ..a Q. L ..0 rn rn LL 0 0- - . ... . -_ - ... -... ....- -. —. _..... _. ..... ...._w....__ ........ -.:. .... -. ... - .:.-_ -.. .. ... .. ... ... ... .. . -... - . -.: . ",.. .._....... .-...._ ..... .,.. -..... ,.,..... ......, ...... ._ .:,. ......y. _-... .. .. -... ... ..,Y :... .,.. . ... -.. . .. ....... ,.. .. .., ..,.. .e... ... .,.,.,.... .. n ..e .. <.,.. -...., a. . ....,. ... ..._....... .. _... .,,..._ _... _.. _.. ..� ,. .....-.,..... ..-_,., a .,.... ... .., .... ..::. .s .-. ..0 a ,.f�xeer .. _.:. -� .y....aa. xr, ...«c. _., z k —. -,<. ....'2 .:..., .., .4. _,.:. »e. .y:,:.. _.,, _..,... ,.. bx. , .,.. , ,,,.:.... pn,t , E .,.. Y „ :.. o-o. .,G„t b t v.t,s „i.q.,, iF.f .. U�1NJ�� I. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS 2. SEE STRUCTURAL PLANS FOR ALL HEADERS AND BEAM SIZES 3. BOTTOM OF HEADERS TO BE 6'-8" THIS FLOOR UNLESS NOTED OTHERWISE. 4. ALL EXTERIOR WALLS 2x6 W/ R-21 INSULATION UN.O. 5. ALL FRAME NAILING TO SATISFY CHAPTER 6 IRC BLOCK ALL PLYWOOD EDGES. ALL EXTERIOR SHEATHING NAILED W/ 10d * 6" Off. (EDGE) AND 12" O.G. (FIELD), UN.O., TYP. 6. PROVIDE DOUBLE JOISTS OR BLOCKING WHERE PARTITIONS OCCUR ABOVE. 1. PROVIDE SOLID BLOCKING OVER SUPPORTS. 8. PLATE HEIGHT 8'-0" T1418 FLOOR U.N.O. S. FIRE BLOCKING TO ALL PLUMBING PENETRATIONS 10. ALL STORAGE AND SPACES UNDER STAIRCASES TO BE FINISHED WITH 5/8" TYPE "X" GYPSUM BOARD. 11. FINISH ALL CEILINGS WITH 5/8" 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. (TYPJ LAP BUILDING PAPER OVER 14. HOLD SIDING 6" ABV. FINISHED GRADE, TYP. 15. FASTEN MULTI -LAM 2X BEAMS PER IRC STANDARDS, CHAPTER 6, TABLE R60230), TYPICAL DIRECTION. 16. ALL VOIDS TO BE FIRE/DRAFT BLOCKED PER IRC SECTION R602.8. 11. INSTALL WATER HEATER PER IRC. CHAPTER 28 AND PER 2006 IM.C. THE PILOTS, BURNERS, HEATING ELEMENTS, AND SWITCHES SHALL BE A MIN. OF 18" ABOVE THE GARAGE FLOOR PER 2006 IM.C. I& 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 18" ABOVE THE GARAGE FLOOR PROTECT FROM IMPACT PER 2006 IM.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. 22,3611 I.C.C. APPROVED DIRECT VENT FIREPLACE W/ 20" D. FLUSH HEARTH. MIN. 6 So. IN. O.S. COMB. AIR INSTALL DIR. VENT FRPL. PER TERMS 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.Ib. 26. TUBS AND SHOWERS: + FIRE BLOCKING BETWEEN STUDS. • LIMIT SHOWER FLOW TO 25 G.P.M. • WATERPROOF WALL TO WITHIN -10" ABOVE DRAIN INLET. • VAPOR BARRIER BEHIND GYPSUM BO. + ALL GLAZING WITHIN 10" ABOVE DRAIN INLET TO BE SAFETY GLASS. 2-1. DENOTES EGRESOA13LE WINDOW W/ A MIN. OF51 $0. FT. NET CLEAR OPENING t 44" MAX. ABV. FIN FLR. MIN. EGRESSABLE WIDTH IS 2011, MIN. HEIGHT IS 24". 28.W DENOTES SAFETY GLAZING REQUIRED IN THE FOLLOWING AREAS: A. GLAZING LESS THAN 60" ABOVE TUB OR SHOWER B. ALL TUB s SHOWER DOORS 4 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 ro011 ABOVE STAIRS. 28. ATTIC ACCESS TO BE A MIN, OF 22"x3O" WITH WEATHER-STRIPPING PER CODE. 30. WHOLE HOUSE FAN WITH AUTO TIMER AND MANUAL OVERRIDE SCALE : 1/4" I'-O" CV N A � � 9 ctl N c-w N .— DeV C1TO`( OF 4 rt OPfi�IhSG FEB 2 2008 RECEIVED DRAFTER: JM DATE: 11/06/01 REV. DATE: NA PROJ O, Oiloso X15TIN6 TR;� fO Dl� P,�TAIN�n 5CA,� 111 - 20' -01 DOTANICAL NAME COMMON NAME P inu5 n igra AuStr Ian pine w Fraxinu5 oxucarpa 'p {wood' kauwoocl A5h • — 13etula pap�{rifera paperbark Birch 5HP,UP5 CiAo hglbridu5 kockro5e AZ Azalea sp, ' Hino-Crim5on' evergreen Azalea -- M4rica californica pacific Wax Myrtle N Nandina dome5tica ' 6ulf Stream' Heavenly{ Bamboo �H Vaccinium ovatum evergreen HuckleberM �5 1�5callonia Ianglcgen5i5 'Apple DIo55om' 1�5callonia Pinu5 mugo Mugo pine Mi5canthu5 511`1en515 '6racillimu5' Maiden Grass GpOUNn COW, o �unogmou5 fortune! 'emerald and Gold' �uongrnou5 Callum 5p, ' Med, pink' Heather vir C� �5 5 H a � �X15IN6 T?�� TO r31� kl�fAINI�n D PROP SED N 1 BLDG. YPE 1 N � %)% N y H O AZ Y J v u ,� aka as k a x y a tl LAaIIV a ' Az I ®� LANDSCAPE REQUIREMENTS & CALCULATIONS TOTAL NUMBER OF PARKING STALLS 45 REQ'D LANDSCAPE AREA PER PROPOSED PARKING STALL 15` FT. LANDSCAPED AREA REQ D 675 FT. LANDSCAPED AREA PROVIDED 2,921 FT. LEGEND PLANTED GRASS CONC. IMPERVIOUS ARA LANDSCAPING STRIP AREA. (NOTE: LANDSCAPE AREA ON STREET FRONTAGE TO BE A MAX. OF 42" HIGH FOR LINE OF SIGHT. ry 3• a �— �ANP`5GAP� NOT�5 u' 0 ,a Y 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. "w Q 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR g, al.Alp '' s �• '.'� `f' IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE,' PHONE 1-800-424-5555 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE . "w �..• BY OWNER. c-) 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS ssy, UTILIZING ON -CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. as 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON a THE DRAWINGS. D 1 PRO OSED N a aaaaa ` a aa.a` 6. SUBGRADE IS TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL = BLDG. TYPE 1 N CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. N 7. 4" DEPTH NEW TOPSOIL IN NEW BEDS SHOWN. CULTIVATE INTO TOP 6" OF SOIL. " N 8. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK. y"a yY iNN y 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. " tla a 10. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE i PROJECT. i B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES;= :SIZES AND CONDITIONS ;AS - - SHOWN. ON. _THE PLANTING:PLAN. PLANTS TO • BE' HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL`^ WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 11. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. STAPLE /-TREE Maw 4EM \ REINFORCED RUBBER HOSE �? OR VINYL W/16 GA, WIRE TIES D ETAI L 2 dal Full and Matchinq 2 gal II Full and Matching 2" MAX_ PRUNE DISEASED AND 2 gal 2'� Full and Matching BROKEN BRANCHES 2 gal 12 Full and Matchinq SPECIFIED TREE STAKE(S) HOSE & WIRE TIES, 2 gal 24 Full and Matching INSTALL "TREE BOOT" OR SEE DETAIL ABOVE 2 gal 21 dull and Matching w � "ARBORGARD" IN LAWN AREAS. %30VE BINDING 0F BURLAP. TWINE &TOP 2 gal 4Full and Matchinq 1- o PLANT TREE 1 "-2" HIGHER „ 2 gal 6 dull and Matching N w THAN IN NURSERY 2 SETTLED DEPTH WITH SPECIFIED MULCH a WATERING BASIN FERTILIZER TABLETS (4-21 GRAM-20-10-5) al at 305 ROOT BARRIER WHEN TREES ARE � `° �,� A ,� ���;?�_:• �i�- ROOT BARRIER WHEN TREES ARE q �� O.C.o.c. ADJACENT TO SIDEWALKS AND RO ADJACENT TO SIDEWALKS AND ROADS l gal at 30" o,c. BO SPECIFIED PLANTING SOIL, 4b SCARIFY PLANTING PIT SIDES AND BOTTOM UNDISTURBED GROUND 6 DEEP, FIRM, NATIVE i� SOIL MOUND 12 MIN. FOR WOOD �..' STAKES & 18" FOR REBAR ��� °° •`' 2x ROOTBALL WIDTH IN HEAVY SOILS, AUGER 8"x6' DEEP ` HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. ]-`K"�� P�ANTI% AT 5fMIN6 P�TAL NOT TO SCALE DO NOT PIERCE ROOTBALL WITH TREE STAKES, TYPICAL. 51T PLAN ANn LANn5CAP� C&CIATION5 50UPM P�516N5 UNWIT�n 51z� QUANITY PWApK5 - min, 6' -B' ht 14 Full and Matchinq 1,5" cal II Full and Matching 1,5" cal B Full and Matching II PLANT 1" HIGI IN NURSERY FINISH GRADE RUNE DISEASED AND ROKEN BRANCHES EMOVE TOP 1/3 OF BURLAP " SETTLED DEPTH OF PECIFIED MULCH ERTILIZER TABLETS/SPECS PECIFIED AMENDED BACKFILL OMPACT AND WATER THOROUGHLY 1RM NATIVE SOIL MOUND 5HP,0 PLANTIN6 PETAL NOT TO SCALE 0 20 40 0 10 Y W m 0 C Z r O SA STATE OF WASHINGTO E D LAND H ECT JEFF M. VAR EY CERTIFICATE No. 774 U N � � Q (V� Cz � z —J Z O t9 Z Cl) < WZ Ncn a Q o. �0 a �mo v Z co o LU� QZ 0 J � LL 0 0 SHEET OF LA-01 1 52H7 E E 7 1! F7 ELEYATEno,. H Yn� 5\-�H SCALE : 1/4" = 1'-0"a r: SCALE : 1/4" = 1'-0" 44 _ 4 2- 12 12 -� 3ra 8:12 .P BOARD . SHINGLES ., < BATT. 2XI2 FACIA W/ 1X6 TRIM: i 1 jj s CONt. METAL GUTTER IX4 VE W CORNER TRIM w SHAKE SIDI FE I ;11 4 I II ■■■■�i■i■-- -■■■�■iii 1■■■� nib ■■■■mill LD PE • T ELE TI T.O. RIDGE crl MIDPOINT OF ROOF (35'-0" MAX.) T. 0. T. H4 I 0 1�1 cv OPT. R o of MCM 2'-0" 1" CNAMFE77 4 1/2" 4X4 CEDTTYI= AR, CEDAR , SCALE: i"=1' -O" cv — rno SCALE: 1/4" ■ 1'-0" S171ffiI,ON N,OT�ES I. PROVIDE CONTINUOUS METAL GUTTERS TYPICAL, 2. PROVIDE ROOF VENTS PER IRC SECTION W(o,l 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 ADDRESS ON THE DWELLING. ADDRESS SHALL BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE DWELLING. GROUND SNOW LOAD 25 WIND SPEED IM.P.HJ 85 SEISMIC DESIGN CATEGORY D102 0 o 6 DECAY SLIGHT w ; TERMITE SLIGHT/MOD FROST LINE DEPTH 12" n WEATHERING MOD WINTER DESIGN TEMP. 26 ICE SHIELD NO p FLOOD HAZARDS PCC I1A50 AIR FREEZING INDEX 50 MEAN ANNUAL TEMP, 50 DEVELOPMENT PLANNING CITY OF RENTON RECEIVE DRAFTER: STAN-THE-MAN DATE: 11/06/200'1 V. DATE: N/A PROJ ot 0l1090 DEV CITGIP` E pL ONNING OF SCALE : 1/4" ■ P-0" FEB 2 7 2008 RECEIVED 0 U m CL 3 a ca N ci LL 0 Pf I OH DEVELOPMENT PLANNING 0 CITY OF RENTO SCALE. 1/4" ■ I'-0" FHB 2 7 2008 RECEIVED co N L :.i LL i U) CL o- n SITE INLET PROTECTION (TYPICAL) APPORTION OF NE 1 /4 SEC. , 31, T. 23 N., R. 05 E., W.M•. RENTON, WASHINGTON , f ., .. './ , r ,"..- , r y •,",-'. A N ;r iw, l ,...... .:;... , EAe „... ....... .... .... ... ... .... .... % ...__."."__....... I T12x, u POGGEMEYER F7 DESIGN GROUP NORTHWEST DIVISION CONSULTING ENGINEERS 512 6TH STREET SOUTH, SUITE 202 KIRKLAND. WASHINGTON 98033 (425) 827-5995 EXPIRES 1 25 09 CONSTRUCTION SEQUENCE 1. INSTALL CATCH BASIN PROTECTION 2. INSTALL CONSTRUCTION ROCK ENTRANCE 3. INSTALL SILT FENCE 4. INSTALL TREE PROTECTION MEASURES 5. CONSTRUCT SITE 6. OBTAIN FINAL CONSTP R/W STING GROUND 2" EXISTING GROUND 100' MIN. (MAY BE REDUCED TO 50' MIN \ FOR SITES WITH LESS THAN 1 ACRE OF EXPOSED SOIL.) 15' MIN. EXISTING DRIVEWAY RAMP OR SITE ACC SS ROAD PLAN NTS 25'M 1. Use 4" to 8" quarry spalls or crushed rock for surfacing as shown. Material with 'fines' is not acceptable. 2. The 100' minimum length shall be lengthened as necessary to insure material is not tracked into the public right—of—way. SOLID WALLS FILTER MEDIA -, FOR DEWATERING U 0 H- QWw >> 00a- TEMPORARY CONSTRUCTION ENTRANCE Oti Y 0 ADOPTI D Q!f OP R0Rbsl J JSIZANDAM PLANS N T o tm' DATL i 2/96 DWG. NAME: BR23 SP PAGE: BO68 NOTE: THIS DETAIL IS ONLY SCHEMATIC. ANY INSERT IS ALLOWED THAT HAS A MIN. 0.5 C.F. OF STORAGE, THE MEANS TO DEWATER THE STORED SEDIMENT, AN OVERFLOW, AND CAN BE EASILY MAINTAINED. CATCH BASIN � GRATE awl]_ womommomm LW POROUS BOTTOM CATCH BASIN INSERT J_ .MAINTENANCE STANDARDS 1. ANY ACCUMULATED SEDIMENT ON OR AROUND THE FILTER FABRIC PROTECTION SHALL BE REMOVED IMMEDIATELY. SEDIMENT SHALL NOT BE REMOVED WITH WATER, AND ALL SEDIMENT MUST BE DISPOSED OF AS FILL ON -SITE OR HAULED OFF -SITE. 2. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. 3. REGULAR MAINTENANCE IS CRITICAL FOR BOTH FORMS OF CATCH BASIN PROTECTION. UNLIKE MANY FORMS OF PROTECTIONS THAT FAIL GRADUALLY, CATCH BASIN PROTECTION WILL FAIL SUDDENLY AND COMPLETELY IF NOT MAINTAINED PROPERLY. SURVEYED: SCALE:RV VERT1CAL; NAVD 1988 1 M=20, HORIZONTAL- NAD 1983/1991 DESIGNED: Pw DRAWN: PW ONE INCH DATU M CHECKED: AT FULL SCALE TAP IF NOT ONE INCH D: SCALE ACCORDINGLY APPROVE N0. REVISION BY DATE APPR TAP FILTER FABRIC MATERIAL 60" WIDE ROLLS. USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE. 2" BY 2" 14 GA. WIRE FABRIC OR EQUIV. BURY BOTTOM OF FABRIC 20" MATERIAL IN 8" BY 12" TRENCH 2' -6" 6' MAX FILTER FABRIC MATERIAL 2" BY2"BY14C WIRE FABRIC OF E PROVIDE 3/4" - 1.5" WASHED GRAVEL BACKFILL IN TRENCH A ON BOTH SIDES OF FILTER FEN FABRIC ON THE SURFACE. 2" BY 4" Wvuu rv3I ALT: STEEL FENCE POSTS. BRUSH BARRIER NTS NOTES: III 1, FOR SHEET RUNOFF OR FOLLOWING 5. THE TRENCH SHALL BE BACKFILLED WITH DISCHARGE FROM A SEDIMENT TRAP OR POND. 3/4" MINIMUM DIAMETER WASHED GRAVEL. 2. MAXIMUM SLOPE STEEPNESS PERPENDICULAR 6. FILTER FABRIC FENCES SHALL BE TO FENCE LINE IS 1: 1. REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE 3. MAXIMUM SHEET OR OVERLAND FLOW PATH UPSLOPE AREA HAS BEEN PERMANENTLY LENGTH TO THE FENCE OF 100 FT. STABILIZED. 4. IF 50% OR LESS OF THE SOIL, BY WEIGHT,7. FILTER FABRIC FENCES SHALL BE IS FINE PARTICLES SMALLER THAN THE U.S. STANDARD SIEVE NO. 200, THE EOS SHOULD INSPECTED IMMEDIATELY AFTER EACH RAINFALL BE EQUAL TO OR SMALLER THAN THE SIEVE AND AT LEAST DAILY DURING PROLONGED SIZE THAT 85% OF THE SOIL CAN PASS RAINFALL. ANY REPAIRS SHALL BE MADE THROUGH. IMMEDIATELY. CITY OF RENTON Planning/Building/Public Works Dept. FILTER FABRIC FENCE DETAIL GtiR Y p� AWPTZD Ci f or FJOITION J ifOFe��y� �'NTO^� in D t2/sae DWG. NAME: BR21 SP PAGE: 8066 GENERAL NOTES: 1. CONTRACTOR SHALL INSTALL EROSION PROTECTION AT ALL CATCH BASINS WITHIN THE WORK AREA FOR THE NEW WATERLINE, INSTALLATION. 2. ALL MATERIALS NECESSARY TO INSTALL AND CONNECT THE WATER LINE IN 81 ST AVE NE TO BE STORED ON THE PRIVATE PROPERTY ADJACENT TO 81ST AND NOT ON THE ROAD RIGHT-OF-WAY. 3. 81 ST AVE NE SHALL BE SWEPT AS NECESSARY. 4. PUT A POINTER TO THE NEAREST CATCH BASINS AND A NOTE THAT SAYS ALL CATCH BASINS TO HAVE FILTER FABRIC INSTALLED TO CAPTURE SILT (OR SOME STD TEXT THAT YOU ALREAY HAVE RELATIVE TO CATCH BASINS LEC,'END x SILT FENCE do CLEARING LIMITS. SEE DETAIL, THIS SHEET. ROCK CONSTRUCTION ENTRY. SEE DETAIL, THIS SHEET. ® CATCH BASIN INSERT. SEE DETAIL. THIS ►SET. C%17Y Of: �y�pp���/yTd�tPy'liVY� �11_IYd V�.j G FEB 2 7 �3 RECEIVED DATE! TREE & TESC PLAN 12/10/07 TOW N H O M E S FIELDBOOK: 4701 TALBOT ROAD SOUTH PAGEI �— DRAWING NO: RENTON, WASHINGTON Y&L INVESTMENTS, LLC SHEET: OF: EMMMMEME H Cn C!) CL n n TOP —jrffl BOW = 474.0 12, / "; /2 , STM MH #1 TYPE II 48"0 RIM = 479.32 -r^m \Af A I 1- A -70 C PORTION OF NE 1 /4 SEC. 31, T. 23 N., R. 05 E., W.M. RENTON, WASHINGTON ....... .......... .......... ........... ................................... ........................... ......... TOP WAL 478.5 TOP = WALL 480.5 ,',:,%5:: :;;,;,,,• ; ,'. ,, „ 2 9.3,,"., , BOW BOW = 480.E , , , , .._ ............. .......... _ ....... 1, POGGEMEYER )ESIGN GROUP LLJ NORTHWEST DIVISION CONSULTING ENGINEERS 512 6TH STREET SOUTH, SUITE 202 KIRKLAND, WASHINGTON 98033 (425) 827-5995 I I EXPIRES t 25 09 3 I NO. I REVISION BY I DATE I APPR i .. .... ... ... ... 'll ... . . .. . ii..:....... .. ....... ... • ..... - ................ ................ _.. .... ................ ... ......................... _. ................. .... ... ........... .... .... ..............-. ._ .... ................. ... - : .. I... .. I LEGEND ® SANITARY SEWER MANHOLE .. .. 1.. ... a': : ' SANITARY SEWER CLEANOUT s "'" STORM DRAIN MANHOLE STORM DRAIN CATCH BASIN STORM DRAIN YARD DRAIN EX CULVERT :.:;. GAS METER POWER METER POWER JUNCTION BOX .' ' '° POWER TRANSFORMER �j AIR RELEASE VALVE ASSEMBLY 1 AIR RELEASE PIPE A �. WATER MANHOLE:' FIRE HYDRANT WATER METER WATER VALVE .: . _ .......... UTILITY POLE ANCHOR a ;t UTILITY POLE .::: �. :::. ? MB., MAIL BOX : CONIFEROUS TREE ...... a '..'.: ' DECIDUOUS TREE SHRUBS FIR TREE f PINE ; : ,.:...:....:..;:...:. . ,. . . ... %' CLUSTER OF TREES , I PAVEMENT i' ,:',::.:........ GRAVEL .........., CONCRETE J. I:' i ............. " LANDSCAPE AREA GENERAL NOTES: 1. REFERENCE GENERAL NOTES ON SHEET C4. 2. ALL DOWNSPOUTS SHALL BE TIGHTLINED TO THE STORM MAIN ON SITE. PLACE CLEAN OUTS AT UPSTREAM END OF EACH CONNECTION. 3. ALL TREES ARE TO BE PROTECTED DURING CONSTRUCTION. GRADING SHOULD BE COORDINATED NOT TO EFFECT THE TREES TO REMAIN. 4. PATCH ROADWAY PER COR TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT. LEGEND: 460 480 FIG ■ • EXISTING ELEVATION PROPOSED ELEVATION FINISHED GRADE ELEVATION I CATCH BASIN TYPE 1 DETAIL OIL. SHEET C3 CLEAN OUT (BW18B) PROPOSED CONCRETE PAVEMENT DEVECL/70YPMENT Or PLANNING PER 2 � 4 . , � .31 SURVEYED: SCALE: RV VERTICAL- NAVD»_ ' HORI OWfiL: NAD ;,3i ss, GRADING & STORM DRAINAGE PLAN DESIGNED 1 20 aCITY O F E N TO N TOWNHOMES DRAWN: Pw 4701 TALBOT ROAD SOUTH ONE INCH DATUM CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. RENTON, WASHINGTON TAP IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY Y&L INVESTMENTS, LLC TAP DATE: 2/10/07 FlE8 PAGE: DRAWING NO: SHEET: OF: mmammumm F_ F_ H F_ 6 U) r d. n n 1 #3 BAR HOOP 2 #3 BAR HOOPS #3 BAR EACH CORNER #3 BAR EACH SIDE CATCH BASIN TYPE 1 FRAME AND GRATE 6" RISER SECTION 12" RISER SECTION PRECAST BASE SECTION (MEASUREMENT AT THE TOP OF THE BASE) #3 BAR EACH WAY NOTES: 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 (AASHTO M 199) & C890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE WSDOT/APWA STANDARD SPECIFICATIONS. 2. AS AN ACCEPTABLE ALTERNATIVE TO REBAR, WELDED WIRE FABRIC HAVING. A MIN. AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT BE PLACED IN KNOCKOUTS. 3. ALL REINFORCED CAST -IN -PLACE CONCRETE SHALL BE CLASS 4000. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MIN. ALL PIPE SHALL BE INSTALLED IN FACTORY PROVIDED KNOCKOUTS. UNUSED KNOCKOUTS NEED NOT BE GROUTED IF WALL IS LEFT INTACT. 5. KNOCKOUT OR CUTOUT HOLE SIZE IS EQUAL TO PIPE OUTER DIAM. PLUS CATCH BASIN WALL THICKNESS. 6. ROUND KNOCKOUTS MAY BE ON ALL 4 SIDES, WITH MAX. DIAM. OF 20". KNOCKOUTS MAY BE EITHER ROUND OR "D" SHAPE. 7. THE MAX. DEPTH FROM THE FINISHED GRADE TO THE PIPE INVERT IS 5'-0". 8. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1 /2"/FT. 9. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR-F-621D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT WITH ANY COVER POSITION. 10. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 11. FOR CATCH BASINS IN PARKING LOTS REFER TO WSDOT/APWA STANDARD DWG. B1-b. 12. EDGE OF RISER OR BRICK SHALL NOT BE MORE THAN 2" FROM VERTICAL EDGE OF--eref+- SIN WALL. " POGGEMEYER PDESIGN GROUP LI-1 NORTHWEST DIVISION CONSULTING ENGINEERS 512 6TH STREET SOUTH, SUITE 202 KIRKLAND, WASHINGTON 98033 (425) 827-5995 EXPIRES 1 25 09 PORTION OF NE 1 /4 SEC. 31, T. 23 N., R. 05 E., W.M. RENTON, WASHINGTON 2 (TYP) 2 (TYP) oPGz.�\PJ`Y� 9 �+. �,• Q A DRIVEWAY OR ALLEY SEE ZONING CODE FOR FOR MAX & MIN WIDTHS �s, 1 6' MIN ALTERNATE 1 G,, A�� 10" COMMERCIAL ZONE < 2 oQ () SIDEWALK AND 6" RESIDENTIAL ZONE m x O � PLANTER STRIP ma 0 1" a 18" CURB AND GUTTER SHOWN HOWEVER, OTHER CURBS MAY BE SEE DETAIL "A" USED. (SEE STANDARD PLANS) SECTION A -A 2 (TYP)51 A� 2 ALTERNATE 2 /A�� SIDEWALK NEXT TO CURB 10" COMMERCIAL ZONE (NO PLANTER STRIP) 6" RESIDENTIAL ZONE THICKENED BASE OF CURB & GUTTER TO MATCH APPROACH THICKNESS ON COMMERCIAL APPROACHES. (TYP) s" JOINT 3 16" SCORE LINE NOTES: 1. DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL BE 2-1/4" DEEP. 2. 1/2" THRU JOINTS SHALL BE PLACED AT BACK, SIDES AND FRONT (BEHIND CURB) OF I---18"--I APPROACH, AND IN CURB/GUTTER TO DUMMY JOINTS. 3. CEMENT CONCRETE SHALL BE CLASS 3000 AIR ENTRAINED. DETAIL A 4. ALL JOINTS SHALL BE CLEANED AND EDGED. APPROACH WITH 5. APPROACH SHALL NOT BE POURED INTEGRAL WITH CURB AND GUTTER, BUT MAY BE MONOLITHIC CURB SEE NOTE 5 POURED INTEGRAL WITH STANDARD CURB (SEE DETAIL "A"). 6. SUBGRADE COMPACTION SHALL BE 95% MODIFIED PROCTOR. 7. APPROACH CENTERLINE TO MATCH THE DRIVEWAY/ALLEY CENTERLINE. THE APPROACH WIDTH WILL BE 10' WIDER THAN THE DRIVEWAY/ ALLEY WIDTH. 8. NEW DRIVEWAY CONSTRUCTION CAN BE ACCOMPLISHED USING EITHER OF TWO CRITERIA FOR DEPTH OF CONCRETE AT THE CURB. THIS SECTION OF THE DRIVEWAY CAN BE CONSTRUCTED WITH A MINIMUM DEPTH OF 10" OF CONCRETE AT THE CURB OR A MINIMUM OF 6" OF CONCRETE AT THE CURB WITH A MINIMUM OF TWO (2) #4 REBAR SECTIONS PLACED WITHIN THE DRIVEWAY PORTION OF THE CURB. CEMENT CONCRETE APPROCH FOR DRIVEWAYS AND ALLEYS 07/07/03 Added note 8. DJE 10/22/96 Edited graphics, text. Added note 7. DCV DRT mL rr•FR01 N v iImF006 SURVEYED: DESIGNED: II n DRAWN: PW CHECKED: TAP NO. REVISION BY DATE APPR APPROVED: TAP SCALE: 1 "-20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SURFACE WATER DRAINAGE NOTES & SPECIFICATIONS 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WIRI THE CITY OF RENTON PLAN REVIEWER. 2. All construction shall be in accordance with the 1996 Standard Specifications for Road, Bridge and Municipal Construction prepared by WSDOT and the American Public Works Association (APWA), as amended by the City of Renton Public Works Department. 3. The surface water drainage system shall be constructed according to the approved plans, which are on file in the Public Works Department. Any deviation from the approved plans will require written approval .from the City of Renton Public Works Department, Surface Water Utility Section. 4. A copy of these approved plans must be on the job site whenever construction is in progress. 5. Datum shall be NAVD 88 unless otherwise approved by the City of Renton Public Works Department. Reference benchmark and elevations are noted on the plans. 6.All sedimentation/erosion facilities must be in operation prior to clearing and building construction, and they must be satisfactorily maintained until construction is completed and the potential for on -site erosion has passed. 7. All retention/detention facilities must be installed and in operation prior to or in conjunction with all construction activity unless otherwise approved by the Public Works Department, Surface Water Utility Section. 8.Grass seed may be applied by hydroseeding. The grass seed mixture, other than City of Renton approved standard mixes, shall be submitted by a Landscape Architect and approved by the Public Works Department, Surface Water Utility Section. 9. All pipe and appurtenances shall be laid on a properly prepared foundation in accordance with Section 7-02.3(1) of 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 length of the pipe will be supported on a uniformly dense, unyielding base. All pipe bedding shall be APWA Class "C", with the exception of PVC pipe. All trench backfill shall be compacted to minimum 95% for pavement and structural fill and 90% otherwise per ASTM D-1557-70. Pea gravel bedding shall be 6 inches over and under PVC pipe. 10. Galvanized steel pipe and aluminized steel pipe for all drainage facilities shall have asphalt treatment #1 or better inside and outside. 11. Structures shall not be permitted within 10 feet of the spring line of any storm drainage pipe, or 15 feet from the top of any channel bank. 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 unless specifically approved by City of Renton Planning/Building/Public Works Administrator. 14. Rock for erosion protection of roadside ditches, where required, shall be of sound quarry rock placed to a depth of one (1) foot and must meet the following specifications: 4 - 8 inch rock / 40 - 70% passing; 2 - 4 inch rock / 30 - 40% passing; and less than 2 inch rock / 10 - 20% passing. 15. All building downspouts and footing drains shall be connected to the storm drainage system, unless approved by the City plan reviewer or Surface Water Utility Section. An accurately dimensioned, certified as -built drawing of this drainage system will be submitted to the City upon completion. 16.Issuance of the building or construction permits by the City of Renton does not relieve the owner of the continuing legal obligation and/or liability connected with storm surface water disposition. Further, the City of Renton does not accept any obligation for the proper functioning and maintenance of the system provided during construction. 17. The Contractor shall be responsible for providing adequate safeguard, safety devices, protective equipment, flaggers, and any other needed actions -.-to protect the life, health, and safety of the public, and to protect property in connection with the performance of work covered by the contract. Any work within the traveled right of way that may interrupt normal traffic flow shall require a traffic control plan approve by the Public Works Department, Transportation Systems Division. All sections of they WSDOT Standard Specifications 1-07-23 Traffic Control shall apply. 18. Special drainage measures will be r,,equired if the project location is within the aquifer protection area (APA). 19. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 20.AII limits of clearing and areas of vegetation preservation as prescribed on the plan(s) shall be clearly flagged in the field and observed during construction. 21. All required sedimentation/erosion con';rol facilities must be constructed and in operation prior to land clearing and/or construction to ensure that sediment laden water does not enter the natural drainage system. All erosion and sediment facilities shall be maintained, in a satisfactory condition until such time that clearing and/or construction is complete and potential for on -site erosion has passed. The implementation, maintenance, replacement and additions to erosion/sedimentation control systems shall be the responsibility of the permitee. 22.The erosion and sedimentation control systems depicted on this drawing are intended to be minimum requirements to meet anticipated site conditions. As; construction progresses and unexpected or seasonal conditions dictate, the permitee shall anticipate that more erosion and sedimentation control facilities will be necessary to ensure complete siltation control on the proposed site: During the course of construction, it shall be the obligation and responsibility of the permitee to address any new conditions that may be created by the activities and to provide additional facilities, over and above minimum requirements, as may be needed, to protect adjacent properties and water quality of the receiving drainage system. 23.Approval of this plan is for erosion/sedimentation control only. It does not constitute an approval of storm drainage design, size nor location of pipes, re,strictors, channels, or retention facilities. 24.During the time period of October4 1st through April 30th, all project distributed soil areas greater than 5,000 square feet, that are to be left un-workedfor more than 12 hours, shall be covered by mulch, sodding or plastic covering. 25.In any area which has been stripped of vegetation and where no further work is anticipated for a period 30 days or more, all disturbed areas must be immediately stabilized with mulching, grass planting or other approved erosion control treatment applicable to the time of ,year. Grass seeding alone will be acceptable only during the months of April through September, inclusive. Seeding may proceed, however, whenever it is in the interest of the permitee, but must be augmented with mulching, netting' or other treatment approved by the City of Renton, outside the specified time period. 26.For all erosion/sedimentation control ponds where the dead storage depth exceeds 6 inches, a fence is required with a minimum height of three (3) feet, 3:1 side slopes. 27.A temporary gravel construction entrance, 24 feet x 50 feet x 8 inches of 4 to 6 inch quarry spalls shall bac4j6 d at all points of vehicular ingress and egress to the construction site. G17ydENTrj�If�G F-F827 -� 3 VERTICAL.- NAVD HORIZONTAL- NAD 191988 1 �► GRADING & S T R O M DRAINAGE NOT ESQ' `v��'2%10/07 - CITY- OF TO W N H O M E S FIELDBOOK: Alf�� "_ AN RENTON 4701 TALBOT ROAD SOUTH PAGE. DATUM Planning/Building/Public Works Dept. RENTON, WASHINGTON DRAWING NO: Y&L INVESTMENTS, LLC SHUT: OF: 91 M mamIrem PORTION OF NE 1/4 SEC. 31, T. 23N., R. 05E., W.M. RENTON, WASHINGTON U) n 0- SANITARY SEWER GENERAL NOTES: 1. REFERENCE COR SANITARY SEWER GENERAL NOTE AND STANDARDS. 2. ALL SIDE SEWER STUBS SHALL HAVE A MINIMUM OF 2% SLOPE. 3. CONTRACTOR TO VERIFY EXISTING TIE IN ELEVATION PRIOR TO SITE INSTALLING NEW SEWER MAIN. 4. CONTRACTOR TO START SEWER MAIN INSTALLATION AT EXISTING CO ON WEST SIDE OF PROJECT. ...................... 90' BEND (MJxMJ)W/THRUST BLOCK C-ON S-T-R--U-0- T-I--O--N --N-OTE--S---i ........... ........................ .................... 1111�� .............. -1 ............. (D INSTALL PRECAST MANHOLE PER CITY OF RENTON STANDARD DETAIL BR28. O INSTALL SIDE SEWER STUBS PER CITY OF RENTON STANDARD DETAIL BR18. I S S M ---`RIM = 2' `8" PVC I UT = 60.97 # 6 RIM 481.2 U 4, ;�r-4 PVC V) NN (mJ:MJ) RM = 479.0 W BLOCK oo - 48 0 j 17 478.19 - P 1 470.85 > SAN MH# 6 480 8* V C5,1 E OUT 70. RIM 479.40 8" PVC, IE IN = 469.57 8" PVC, IE IN = 469.57 00 8" PVC, IE OUT = 469.47 4's PV > A IM = 479.01 L .......................... ................. .......... ------------ ........................ ..................... ................... ............... . ............. - .......... ................. ......... 1: ................ .......... .............. ....................... ........... .............. ..................... v \1 Fff --�- PO GGEMEYER Z \,--][---/DESIGN GROUP Z/ NORTHWEST DIVISION CONSULTING ENGINEERS 512 6TH STREET SOUTH, SUITE 202 KIRKLAND, WASHINGTON 98033 (425) 827-5995 EXPIRES 1 Z25/09 j WATER 121RCP 180' 0 # 4\ 4 3.9 � UT 478.94 JS1. 1 mna", W14 Ppll Ev, L4mdw DIP W;TR — 224'1 81/ �'Pvc F;L=1319.10 S=1057% I PTT'A f7-WZTEKIt'- k ij LEGEND CTlY `2 SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT STORM DRAIN MANHOLE STORM DRAIN CATCH BASIN STORM DRAIN YARD DRAIN EX. CULVERT GAS METER POWER METER P j............. POWER JUNCTION BOX ............. POWER TRANSFORMER AIR RELEASE VALVE ASSEMBLY AIR RELEASE PIPE WATER MANHOLE FIRE HYDRANT WATER METER WATER VALVE ......... UTILITY POLE ANCHOR UTILITY POLE MB- MAIL BOX CONIFEROUS TREE DECIDUOUS TREE SHRUBS S/ FIR TREE PINE CLUSTER OF TREES j: PAVEMENT .......... ................ GRAVEL .......... ---------- CONCRETE I ------------ LANDSCAPE AREA E V Ec'Ll TOT OM P P t A t',4 J I I G tr ro'. FEB 2 7 f-"3 RECEIV D SURVEYED: SCALE: DATE: VERTICAL. NAVID 1988 12 1 =20' HORIZONTAL NAD 1983/1991 SANITARY SEWER WATER PLAN RV /10/07 DESIGNED: CITY OF F Pw TOWNHOMES PAIELDBOOK: GE: DRAWN: Pw ONE INCH DATUM RENTON 4701 TALBOT ROAD SOUTH DRAWING NO: CHECKED: AT FULL SCALE Plan ning/Buildincj/Public Works Dept. RENTON WASHINGTON TAP IF NOT ONE INCH NO. REVISION BY DATE APPR- APPROVED: SCALE ACCORDINGLY SHEET: OF: TAP Y&L INVESTMENTS, LLC ummmmmmm WATER UTILITY NOTES & SPECIFICATIONS 1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTILITY. PORTION OF NE 1 /4 SEC. 31, T. 23 N., R. 05 E., W.M. RENTON, WASHINGTON 2. All work material shall be in conformance with the standards and specifications of the City of Renton Planning/Building/Public Works Department and the 1996 edition 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 plans shall be kept on site at all times during construction. 3. 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. 4. All locations of existing utilities shown are approximate and it shall be the contractors responsibility to verify the true and correct location so as to avoid damage or disturbance. For utility locates call 48-hour locators 800-424-5555. 5.An approved Traffic Control Plan is required to be submitted at the Pre -Construction meeting. 6.AII watermain pipe is to be cement lined ductile iron pipe conforming to AWWA 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 or mechanical joint. Bedding to be Class C. All ductile iron pipe and fittings shall be polyethylene wrapped per ANSI/AWWA C105/A21.5-93 Standards. 7.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 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 C110/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. 8.Gate vales 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 fora minimum water operating pressure of 200 psi. Gate valves shall be Clow List 14, Mueller Company NO. A2380 or M & H. 9.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). 10.The two 2-1/2 inch hose nozzles shall be fitted with cast iron threaded caps with operating nut of the some design and proportions as the hydrant stem nut. Caps shall be fitted with suitable neoprene gaskets for positive water tightness under test pressures. 11. 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 and 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. 12. Fire hydrants shall be painted with two coats of paint. Preservative paint number 43-655 safety yellow or approved equal. 13. Pumper connection to face roadway assembly. 14. Fire hydrants shall be installed per City of Renton Standard Detail for fire hydrants, latest revision. 15. 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. 16. 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. 17. "PIGS" shall be cylinder shaped with bullet nose or square end. The contractor will perform the cleaning operation. 18.AI1 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. 19. 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 with Section 7-11.3(12)E or 7-11.3(12)F of the Standard Specifications referenced above. 20.A pre -construction conference is required prior to any construction. A minimum of five (5) working days notice is required for scheduling. 21. Twenty-four (24) hours notice will be required prior to starting new construction. 22.It shall be the contractor's responsibility to secure all necessary permits prior to starting construction. u POGGEMEYER DESIGN GROUP NORTHWEST DIVISION CONSULTING ENGINEERS 512 6TH STREET SOUTH, SUITE 202 KIRKLAND. WASHINGTON 98033 (425) 827-5995 DRAWN: PW CHECKED: BY DATE APPR APPROVED: TAP 23.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. 24.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. 25.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. 26.Contractor to provide plugs and temporary blow -off assemblies for testing and purity acceptance prior to final tie-in. 27.AI1 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. 28.Aspholt 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. 29.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. 30.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. SANITARY SEWER NOTES & SPECIFICATIONS 1. All work materials shall be in conformance with the standards and specification of the City of Renton Utility Department and the latest edition of the WSDOT/APWA Standards and Specifications. 2.AI1 construction shall be in accordance with "Standard Specifications for Municipal Public Works Construction" prepared by Washington State Chapter American Public Works Association, latest edition (APWA) and City of Renton Standard Specifications. 3.AI1 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 damage or disturbance. 4.Contractor is solely responsible for the means, methods and sequences of construction and for the safety of workers and others on the construction site. 5.It shall be the responsibility of the contractor to obtain street use and any other related permits prior to any construction. 6. Plans approved by the City of Renton, Public Works Department shall take precedence over all other plans. 7.A copy of these approved plans must be on the job site whenever construction is in progress. 8.The contractor shall provide the City of Renton with an as -built drawing of the sanitary sewer system, which has been stamped and signed by a licensed professional engineer or licensed professional surveyor. 9.Backfill shall be placed equally on both sides of the pipe in layers with a loose average depth of 6 inches, maximum depth of 8 inches, thoroughly tamping each layer to 95 percent of maximum density. These compacted layers must extend for one pipe diameter on each side of the pipe or to the side of the trench. Materials to complete the fill over pipe shall be the same as described. 10.Open cut road crossings for utility trenches on existing traveled roadway shall be backfilled with crushed rock and mechanically compacted. Cuts into the existing asphalt shall be neatline cut with saw in a continuous line. A temporary mix patch must be placed immediately after backfill and compaction. A permanent hot mix patch shall be placed within 10 days and shall be per City of Renton current standards. 11. Datum shall be City of Renton, 1988 NAVD. 12. All disturbed areas shall be seeded and mulched or otherwise stabilized to the satisfaction of the Department for the prevention of on -site erosion after the completion of construction. 13.AII pipe and appurtenances shall be laid on a properly prepared foundation in accordance with Section 7 of the current State of Washington Standard Specifications 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 length of the pipe will be supported on a uniformly dense, unyielding base. Pipe bedding shall be pea gravel 6 inches above and below the pipe. 14. Sanitary sewer pipe shall be polyvinyl chloride (PVC) rubber gasketed ASTM D 3034, SDR 35, or ductile iron class 50. 15.In unimproved areas, manhole to extend minimum 6 inches and maximum 12 inches above finished grade. In paved area, cover must slope in all directions to match paving. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM ' � %e/0N A L ONE INCH �� IY F1 L DRAWING NO: AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCF1 EXPIRES 1 25 09 NO. REVISION SCALE ACCORDINGLY SHEET: OF: CITY OF RENTON 8 2 ? 2008 SANITARY SEWER PROFILE TOWNHOMES 4701 TALBOT ROAD SOUTH RENTON, WASHINGTON Y&L INVESTMENTS, LLC 2/10/07 FlEL PAGE: EMEREMEME t 1NOTE5LCLEANOUTS SHALL BE INLAND FOUNDRY CO. INC. No. 247. 2. IN UNIMPROVED AREAS, POUR A 1'-0" THICK, 2'-0* SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. 3. IN ASPHALT ROADWAYS, RESTORE AROUND CLEANOUT RING AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. 04 10 03 Revised notes. 1JDH I DM C 10 17 96 Added notes. IDCV AG DATE MORTAR FILLET FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2- HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT, FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. PORTION OF NE 1 /4 SEC. 31, T. 23 N., R. 05 E., W.M. RENTON, WASHINGTON 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 1-5/8" DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION 4.875" x 5" STORZ WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT 4"• EXTENSION AS REQUIRED (SEE DWG BR46 / PAGE B090). j1N2'_ MRAISED PAVEMENT MARKER TYPE 88 A8 STIMSONITE TWO-WAY BLUE. 42" MIN /- CONCRETE BLOCKING 8 INCH OR 8 INCH CLEANOUT O ADOPTED wr (W erANDI>Qii PLIm T O L" DID B07• DWG. NAME: 04/2003 SP PAGE: BW18B MANHOLE FRAME AND COVER SEE DRAWING BR29 (SP PAGE B074) ADJUSTMENT (4" MIN.) CONE RUBBER GASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS - 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. MAX. PIPE SIZE - 'E' LADDER -STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 16" x 8" x 4" NUM 2-3/4" COR-TENSTEEL TIE RODS. SEE STD DETAIL FOR TiE RODS. CONCRETE BLOCK UNDER HYDRANT -1/2 YARD WASHED DRAIN ROCK (3-TO 3/8") MIN. 1' ABOVE BOOT FLANGE. PLACE 8 MIL POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND MIN 3' RADIUS LEVEL ALL GROUND MIN 3' RADIUS 1 4.875" x 5" �6 ' 1 STORZ ONE MAN ROCK 1 6 " eEF1 CUT P= HYDRANT AS:INMY DETAIL HYDRANT LOCATION IN CUT OR FILL Gti ADOPTED cur or Ron= ♦� >lT11�ID Ply. NITO IN DM 04/04 DWG. NAME: BR24 SP PAGE: B102 'A' 'B' 'C' 'D' 'E' 48" MH 48" 6" MIN. 5"MIN 24" MIN. 21" I.D. 54" MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.D. 60" MH 60" 8" MIN. 6" MIN. 42" MIN. 30" I.D. NOTES: 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO BE PER DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS SHALL BE GROUTED. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 10. MANHOLES EQUAL TO AND GREATER THAN 20 FEET DEEP SHALL HAVE A "SURETRACK" CLIMBING AND FALL PROTECTION SYSTEM INSTALLED. SANITARY MANHOLE TYPICAL DETAIL O ADOPTED C!R Oir RIMM rT0 18T DAML 04/03 10/17/961 Added notG1 DATE I RMION I BY IWPR"j DWG. NAME: BR28 SP PAGE: B071 POGGEMEYER \--JL-/DESIGN GROUP NORTHWEST DIVISION CONSULTING ENGINEERS 512 6TH STREET SOUTH, SUITE 202 KIRKLAND, WASHINGTON 98033 (425) 827-5995 EXPIRES 1 25 09 NO. REVISION 9" MIN 12" MA; FINISH GRADE 0 36" MIN COVER N 0 0 22-1 /2' CITY PRIVATE PIPING PIPING Ll Z IN UNIMPROVED RIGHT OF Z ' WAY INSTALL METER BOX AT PROPERTY LINE WITH 12" w LONG COPPER TAILPIECE. w it SIDEWALK af o_ o_ XX : 4:•t!:7�:. .Ji .. TOUCHREAD WATER METER TO BE t2" SUPPLIED BY THE z a , CITY � � Ii TYPE "K" SOFT 0 0 COPPER TUBING NEW DUCTILE IRON WATERMAIN IF SERVICE LINE TO HOUSE IS TO BE INSTALLED IN THE FUTURE INSTALL FORD C14-33 OR 44 FIDT x COMPRESSION COUPLING LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER SERVICE COPPERSETTER FOR 5/8"x3/4" METER: FORD LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WCQQ33, OR MUELLER: 3/4-B-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP. FORD TAPERED THREAD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR (CC). QUICK JOINT McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-B-2470-2 (3/4" F1000-3-G) OR AY MCDONALD 4701Q BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER. (1" F1000-4-G) OR AY MCDONALD 4701Q PADLOCK WINGS ON INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL PACK -JOINT FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. )RILL 1-5/8" DIA. HOLE FOR AMR ;AUTOMATIC METER READ) TOUCHREAD DEVICE 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID NOTE:. THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. 3/4" OR i" GALVANIZED PLUG 3/4' do i' WATER SERVICE G ADOPTED cm 0/ D ow= ♦� suUm111'D PlM NTO Lff DAM 04/04 DATE Wma DWG. NAME: BR41 SP PAGE: B106 NOTES: 1. ALL COVERS SHALL BE LOCKING LID PER INLAND FOUNDRY CO. INC. No. 817 (LOCKING) OR EQUAL. 2. USE FRAME AND COVER FOR STORM (SPECIFY 'DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). 104/10/031 Revised notes and Detail. JDH DMC 110/17/961 Added notes. DCV AG SURVEYED: RV DESIGNED: PW DRAWN: FW CHECKED: TAP BY DATE APPR APPROVED: SPECIFY LETTERING FOR RIB (SEE NOTE 6) FOUNDATION LE BEDDING MATERIAL FOR FLEXIBLE PIPE (SEE NOTE 7) - FOUNDATION LEVEL 4" BEND AS REQUIRED (NO MORE THAN 45' BEND). EVERY 2ND 4" CLEANOUT WYE CHANGE IN DIRECTION OR GRADE 45' BEND AND PLUG, WILL REQUIRE A SURFACE z z CLEANOUT WYE. J Li a W Z HOUSE a HOUSE a 4" SURFACE CLEANOUT WYE 4" CLEANOUT 1 PROPERTY LINE WYE WITH PLUG NTH z J a M HOUSE a 3 0" MIN. 4" SEWER PIPE `t (TYPICAL) 4" TEST TEE WITH PLUG FACE UP (TYPICAL) 11 O 40 6' MIN. 0 0 ID 'Co 6"x 4" REDUCER r- � � (TYPICAL) N W MAIN SEWER LINE w uxi w TYPICAL BUILDING SEWER INSTALLATION PLAN z IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING xQ < FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION OF o THE NEXT UPSTREAM MANHOLE COVER OF THE PUBLIC 0 SEWER SYSTEM, A BACKFLOW PREVENTION DEVICE SUCH o i AS CLEAN CHECK EXTENDABLE BACKWATER VALVE OR 9 APPROVED EQUAL SHALL BE INSTALLED. to 4" CALDER COUPLING Z OR EQUAL TO FIT oSURFACE9 � CLEANOUT 4"x 44''WIftYE PLAN am;E BUILDING DRAIN �I FORLOWHOUSE nwz=NOTES:1. Prior to installation of a sanitary sewer connection, a side -sewer permit must bewpurchased from the City of Renton Public Works Department. a. 2. Types of pipe and fittings that can be used for sanitary sewers shall be approved a I by the Department of Public Works. Rubber or neoprene gaskets as specified by themanufacturer, shall be used on Joints.3. A minimum rade of 2X t 4' g (/ 'per foot) must be maintained with 4' pipe. In the PROPERTY LINE Z event a 2X grade cannot be maintained, the owner must grant a grade release to the Of W City and then can Install 6' pipe at a grade of 1X. wN4. For inspection of side sewer, call 24 hours in advance. The Inspection phonewwnumber is on the side sewer permit. Site must be ready for inspection and Mail0representative on site when inspector arrives at appointed time. Side sewer and stub shall be tested per City specifications. Make the connection at the house. Do notbackfill the ditch until approval Is given by the Inspector. Final approval will be 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 outlet is shallow. 6. if side sewer stub Is not available. The owner shall be responsible for Ito Installation. The side sewer shall be a minimum of 6' In efze. If toe Is not available, ALL 90' TL1t2NS SHALL BE ACCOMPLISP�ED BY MEANS OF A WYE AND 45' BEND. TWO 45'8ENDS SHALL NOT BE ACCEPTABLE. HOUSE 4" SEWER PIPE, SEE NOTES 2 AND 3. MINIMUM LINE SIZE FOR OTHER THAN SINGLE FAMILY 1S 6" PROPERTY LINE 4" SOIL PIPE 4" CALDER COUPLING OR EQUAL TO FIT SURFACE CLEANOUT 4"x 4"x4" WYE 4" PIPING x 4"x4" TEST TEE FACEUP AND PLUGGED NIPPLE 6"x 4" REDUCER 6" COUPLING TO FIT END 6" PIPE REMOVE 2"x4" STUD :AND CAP OR PLUG ON END OR EXISTING 6" SEWER PIPE. AND INSTALL BUILDING SEWER COUPLINGS, to REDUCER, TEES, AND BENDS AS REQUIRED. SEE SIDE SEWER DETAIL DWG BR39, SP PAGE B078 6" PIPING TO 6'-0" LSEE YOND PROPERTY LINE SIDE OUTLET TEE NOTE 6 SEWER MAIN PLAN BUILDING SEWER INSTALLA11ON the main sewer line must be tapped thru a cast Iron saddle. All work within street CALL FOR LOCATIONS BEFORE YOU DIG right-of-way shall be done by a licensed and bonded contractor. 48HR LOCATORS 1-800-424-5555 7. All work shall be accomplished in accordance with the Washington Industrial Safety and Health Act. (WSHA) 8. All trench restoration for side &aware In the public right-of-way shall conform to the most current trench restoration requirements as shown on dwg. #HR-23. 9. All building sewer and side sewers shall have bedding in accordance with drawing BW18C or BR09 as applicable. 10. T.iere shall be a minimum 10 foot horizontal separation between sanitary side - TYPICAL BUILDING SZWER o eewcre and water services and a minimum 5 foot horizontal separation between sanitary side sewers and C L other utilities. T W (SEE NOTE 4) MANHOLE PBAME AND COVER ADOPTED C!T! 01P ♦ ♦ _ _ LM DM 4/2003 DWG. WE. BR29 SP PAGE: B074 SCALE: 1 20 VERTICAL NAVD .= CITY 0 E erg ' HORIZONTAL-NAD 1983/83/1991 q � ML RENTON I ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY SIGN) 4-4-97 2-21-91 lop. I • A� NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICTATIONS FOR TRENCH WiDTH "W" AND TRENCHING OPTIONS. THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, EXCEPT FOR CLASS A BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1-1/2 I.D. + 18". 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING SEWER TRENCHES" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICATIONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKFILL MATERIAL. 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. 8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS MAINTAINED. BEDDING CLASS DESIGN DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F A 4" MIN. 1/41.D. 12" MAX. * * ZERO B 1/4 O.D. 1/2 O.D. 1/8 O.D. ZERO O.D. C 3/4 O.D. 1/2 O.D. 1/8 O.D. O.D. - * A = 4" MIN. 27" I.D. AND UNDER 6" MIN. OVER 27" I.D. PIPE BEDDING FOR SANITARY SZM Gti'T p� ADOPTED cm OP PlJii•9 DT DILOT D 4/97 Revised notes. 4 5 7 & 8. Added note 6 1 KJ ---- I DATE I REVISION DWG. NAME: BW18C SP PAGE: B077 C8 DATE: SEWER AND WATER DETAILS 12/10/07 TO W N H O M E S OEVEL-Or�P�1� P�7 Pr FIEELDBOOK: 4701 TALBOT ROAD SOUTH "YOF "IV DRAWING NO: RENTON, WASHINGTON 17EB 2 i 2008 Y&L INVESTMENTS, LLC SHEET: OF: �AHN NINNAA F" H L n n FLOW OU T n A FINISHED GRADE ELEV=479 SEE DETAIL THIS SHEET FLOW RESTRICTOR RISER PORTION OF NE 1 /4 SEC. 31, T. 2 N., R. 05 E., W.M. RENTON, WASHINGTON 0.5 0 BOTTOM SLOPE VAULT BOTTOM PLAN VIEW SCALE: 1 "=5' 111' �O I I RIM ELEV=479 12" 0 VENT I I RIM ELEV=479 I ACCESS MANHOLE CLEARLY LABELED AS "CONFINED SPACE" INSTALL SOLID LOCKING LII 6" THICK CURB WALL AROUND STEEL ACCESS GRATE 5'x10' GRATED ACCESS PANEL W/LOCKING BOLTS OR EQUIV. VAULT TOP PLAN VIEW SCALE: 1 "=5' TOP OF VAULT LID =478 CEILING OF VAULT LID =477 6" MIN. v 2-YEAR STORM 471.7 DESIGN GROUP NORTHWEST DIVISION CONSULTING ENGINEERS 512 6TH STREET SOUTH, SUITE 202 KIRKLAND, WASHINGTON 98033 (425) 827-5995 EXPIRES 1 25 09 STORAGE VAULT SECTION A -A SCALE: 1 =5 NO. I REVISION SURVEYED: RV DESIGNED Pw DRAWN: PW CHECKED: TAP BY DATE APPR APPROVED: TAP 12" STM ELEV. IN =466.5 0 5'x10' GRATED ACCESS PANEL W/LOCKING BOLTS OR EQUIV. FINISHED GRADE ELEV=479 0 RIM ELEV=479 j 12"0 VENT FINISHED GRADE ELEV=479 1 12" IE 466.5 PVC PIPE RESTRICTOR NOTES: 1. REFERENCE C.O.R STD FOR RISER DETAIL AND SPECIFICATIONS. 2. VAULT CONSTRUCTION REQUIRES SEPERATE BUILDING PERMIT FROM THE CITY OF RENTON. NOTE: THE STORMWATER DETENTION VAULT WILL BE USED DURING THE SITE UTILITY AND ROADWAY CONSTRUCTION. VAULT TO BE PUMPED AND SEDIMENT LADEN WATER TO BE DISPOSED OF OFF SITE AT AN APPROVED TREATMENT FACILITY STEPS OR LADDER TOP OF RISER EL.=476.5 STAINLESS STEEL - PER C.O.R.STD 610 4"0 ALUM. 'CMP, W/ 0.84" RESTRICTOR PLATE EL.=471.7' STAINLESS STEEL PER C.O.R.STD 610 OUTLET 12 IE 466.5 OUTLET PER C.O.R. STD ALUM. RESTRICTOR PLATE WITH ROUND CLEAN ORIFICE SCALE: 1 20 NA� 1988 CITY 0 F "_ i HORIZONTAL NAD 1983/1991 4, �1 MLR RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 5'x10' GRATED ACCESS PANEL W/LOCKING BOLTS OR EQUIV. FIMSHED GRADE I� I l L OVERFLOW QD <y � 476.5 — OVER INSTALL 18"0 ALUM. HOOD W/SOLID TOP WELD TO OVERFLOW PIPE. INSTALL 12"0 ALUMINUM RISER DETENTION SYSTEM CONTROL PER C.O.R DRAWING NO, 610. 2-YEAR STORM 471.7 GASKEiTED CAP WITH 3-7/16SS HEX HEAD SHEETMETAL SCREWS ONE ON EACH SIDE AND TOP. 126.5 C17-y OF E oN IV ING eC 9 DATE: DETENTION VAULT DETAILS 12/10/07 TOW N H O M E S FIELD9DDK: 4701 TALBOT ROAD SOUTH PAGE: DRAWING N0: RENTON, WASHINGTON Y&L INVESTMENTS, LLC SHEET: OF: mmmmmmom NOTE: Kroll Maps are compiled from Official Records 37o.oz and Field Surveys. They are produced for reference use FE only and no warranty is expressed or implied. �Ai - 30� 4l5 m /_! I �: 1(4.67 ^o. AC 0.34 00- _ I 5 O II ; 1 � �4� b5 6 " 65 I I f 85.86 I.15 Ac. oft% (® 92 Q t 3p z 5$66 N I t (B) h== / ry L 4 �' � / .l � • 8 55` JI I —,S.P, 213-78 �f6*a ' ` 111 � 1r )z / �/ / N -7 1/10 :' l 11 q r �� = 1 / M 1� l is / A t l L / l � W/N. `J 04 100"' ` t/1 oti JLU35$,1 $63 r- 0 Zlz t I al / J 358 gs 45�/� 3 - - / OI C _ / / / /? UP ,C. LLJ 0.64 Ac. o t p t 9 c 32-, ,L �. QC E N E R QPtn. r' : ci t, NORTH CAMPUS BINDING S TE PLAN '� a LLI 2 t, tIr1 n � ti k� / :♦� W �. 1 c 3 —t`10 RAl a --245- C fl \^—� _^ / �_s�qs� m. Q• b S.P. 127( 2-- �10 V 11 / /' / 799 //5,0j 9/5 100 25 3625 `7 r J l l r' 3 -� 131 T3� ' -II 5 -?i� • 54\ 190y l.Y �, is•'- ��� 15 8 35 S.YV: •43RD 0 = O c=r- o rr - zo .63 58 53.7 I r�S 112�:54 109.16 0 i O �A, O�Q9-CZ AC, r-FN :%see 4! -5 , KENT CORP. I� (.1MITp FUTURE PHASE � 2 �l 2 4V -- - �i S. 45TH PL. f .278. Ps - 327.5I 60 60 � ^� 9 I A C . /822 Ito ------,`f\ l84 — f 48TH -- ST.) - as l-------- ` f 5 -------- To. N ��' ' S.P. 399-79 3 0 , I 1 PHASE 4 (1 yi 24 UNITS m r 1 N 47 r u?N ���-- -- I I 1.69Ac. 270.02 90.6 � 29ti9 _ 50 1 i - 52 210 - 31 J � 232.77 c o2_ i 5 g95H Ir 65 270 29 99.7 ,A��� S; i`H _ B U R N 2 ;, C '9 6. PHASE I { I I I 11' _ 739 - y9 UNITS (_ALBOT Ft S^) , 159 1828 !j�[ U1 11 yt 21 20 I, 4rA8 �, i 3 I I I m_ 186 16----- t�� 56. " �•^---ST�--_ ' C-___7 PHASE 3 I 46 UNITS 27 jv�i, �\ 3233 2 � 33 %�� T3 ' �♦ r�l �>� II p-r � _ /�� q � rm lal ,ol �5, • s 19 i I 1oi , � ___ 26 2 \ �4>• �j I 19 14 M 13 Ip ; 1 a 25 'PHASE'2, _ "� �� --- --- 'i I — ---- I 59 UNITS 42.5�1- �4j�_ e 7 6 U ` I ^ r,_�j r SUN 64e.24 291 �� J Y/ r C 0 N - - 1275.24 - 60 I.: •' p, ; 24 UNI' 0z0, r 0 !6 LEGENQ County Tax Lot No 7O House Number Building [= Private Road Approx Stories Short Plat S,P.178144 co J Q 60 0 0 ..i v a� I:•:1!! a1� 30,51 60 m 38.23 Ac. 60 PLEASE NOTE: Kroll Atlas Pages are revised at least once a year with regard to plats, short plats, condominiums, and corporate limits. Addressing and structural Information is updated less frequently. This map is copyrighted in both form and content. Reproduction i in whole or In part, or transferring Into digital form, is prohibited by IYw. Copyright 1997, Kroll Map Company, Inc, - Seattle, Washington. All rights reserved. RENTON E I/2 3 (- 23 -5 60:3 E 30V29 604.57 P 1.13 Ac. 0 m d.2 a 32hti/ U5 l71d7 INq8� �62 ti ZA `� S. 177Th ST. '�2 107.1 B r VAL-LF,1Y VIEW r� �4%�IG HTS �I 1 i { r i � r J State of Washington State of Washington I TRACT 8 J 0 U ATLAS OF SEATTLE COPYRIGHTED 8 PUBLISHED BY KROLL MAP COMPANY, INC., SEA(TOPMENT PLANNING SCALE: 1 INCH = 200 FEET CITY OF REOr,,, FEB 2 7 2068 RECEwc PORTION OF NE 1/4 SEC. 31, T. 23 N., R. 05 E., W.M. RENTON, WASHINGTON Cn r FALB u R u A D FU'e� W -.&N-- H u -I&W;E S if It ff It I SITE,,,,,,, 43.3' 44.0' 44.0' , PROPOSED 6.0' 34 5 O' 30 5' WALL �/ / 150' f� -1303 .0 _. f �r, 3 i <. e: 13' SIDE A D BSBL MB I% 42.7' 42.7' I O 3 " 42. 0 Lo Iz CL P 9'x2O' PARKING STALL 9' x23' PARALLEL pmw PARKING STALL Mu 30% MAX. AMOUNT ALLOWED ..... ; ..-_ . LT PRO OSED ;-� P'R0 OSED PROOSED BLDG. TYPE., 3 BLDG. YPE 1 BLDG. YPE �; r 4701 TALBOT RD. S. SITE ADDRESS: RENTON, WA 98055 TAX ACCOUNT No.: 312305-9090 SITE AREA: 41,361 t sq.ft. REFERENCES: 1. TALBOT RIDGE PLAT VOL 194 15-17 2. CRY OF RENTON B.LA No. LUA-02-045—U A REC. No. 20020823900003. 3. RECORD OF SURVEY REC. No. 8209249001. 4. KING COUNTY ASSESSOR'S MAP OF SE 31-23-05 GARBAGE & RECYCLING PROPOSED CURBSIDE GARBAGE & RECYCLING COLLECTION POINT (15 FT.) PROPOSED CURBSIDE GARBAGE & RECYCUNG STORAGE AREA (15 ' FT.) -]u POGGEMEYER :7DESIGN GROUP NORTHWEST DIVISION CONSULTING ENGINEERS 512 6TH STREET SOUTH, SUITE 202 KIRKLAND, WASHINGTON 98033 (425) 827-5995 /4NAL �- -EXPIRES 1 25 09 NO. LOT BUILDING & IMPERVIOUS COVERAGE CALCULATIONS BUILDING COVERAGE CALCULATIONS: GROSS LOT AREA: 41,361; FT. TOTAL BUILDING COVERAGE: "` 13,166; FT ................... . _ TOTAL BUILDING COVERAGE 31 83%; MAX. BUILDING COVERAGE: ...._ .__ __.__ ___ ____ ._ __ .._ -- -_ _ _ _ .-_---.-..-_-._---.--- __:_-.-...-..---------._.._ 35.00 _..___.... _..----.__.....-__.----.-.--.--__..-__..-..-.._.._-.-----.-...__-.__._.____.__..__._..____...._......---_......._........_.... _......._.._, IMPERVIOUS SURFACE COVERAGE CALCULATIONS; GROSS LOT AREA: 41,361; FT . TOTAL BUILDING COVERAGE 13,166; FT TOTAL PORCHES, LANDINGS & SIDEWALK AREA 1,656 ACCESS ROAD AND DRIVEWAYS INCL CURBS __ 12,727 FT. TOTAL IMPERVIOUS SURFACE AREA: .. 27,629 ' FT. TOTAL IMPERVIOUS SURFACE % 66.80 MAX. IMPERVOIUS SURFACE COVERAGE. 75.00% REVISION I BY LANDSCAPE REQUIREMENTS & CALCULATIONS TOTAL NUMBER OF PARKING STALLS 45 REQ'D LANDSCAPE AREA PER PROPOSED PARKING STALL 15` FT. LANDSCAPED .AREA REQ'D.. 675 ' FT. LANDSCAPED AREA -PROVIDED .._ 2.921._..-r.- FT. LEGEND PLANTED GRASS CONC. IMPERVIOUS ARA LANDSCAPING STRIP AREA. (NOTE: LANDSCAPE AREA ON STREET FRONTAGE TO BE A MAX. OF 42" HIGH FOR LINE OF SIGHT. SURVEYED: RV DESIGNED PIN DRAWN: Pw CHECKED: TAP DATE AP P R APPROVED' TAP SCALE: 1 w=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SCALE:1 "=20' 0 10 20 40 LEGEND ® SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT STORM DRAIN MANHOLE STORM DRAIN CATCH BASIN STORM DRAIN YARD DRAIN -! EX. CULVERT GAS METER POWER METER POWER JUNCTION BOX POWER TRANSFORMER AIR RELEASE VALVE ASSEMBLY AIR RELEASE PIPE :.` WATER MANHOLE FIRE HYDRANT WATER METER WATER VALVE UTILITY POLE ANCHOR UTILITY POLE MAIL BOX CONIFEROUS TREE DECIDUOUS TREE SHRUBS i/=. FIR TREE PINE CLUSTER OF TREES PAVEMENT ..., GRAVEL - CONCRETE LANDSCAPE AREA VERTICAL-- NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM S 180TH ST VALLEY MEDICAL CENTER S 43RD ST `" I vi Lw Q 00 00 v S 47TH PL SITE S47THST Q0 vi 0 0 mSS 50TH ST Q S 50TH PL VICINITY MAP SITE PLAN TREE AND TES C PLAN GRADING & STORM DRAINAGE PLAN — GRADING & STORM DRAINAGE NOTES ACCESS ROAD PROFILE SANITARY SEWER & WATER PLAN SANITARY SEWER PROFILE & NOTES — SANITARY SEWER & WATER DETAILS — DETENTION VAULT DETAIL — —C1 —C2 —C3 — C4 _— CS C6 — C '7 C 8 C9 LEGAL DESCRIPTION EAST 300 FEET OF THE NORTH j OF THE NORTH j OF THE NORTHWEST j OF THE SOUTHEAST j LESS CO ROAD (44,866 SQUARE FEET, 1.03 ACRES) OWNER NAME: Y&L ENTERPRISES LLC ADDRESS: P.O. BOX 5757 BELLEVUE, WA 98006 PHONE: (425) 443-6129 CONTACT: YAN LIFSHAZ DESIGN TEAM ENGINEER POGGEMEYER DESIGN GROUP 512 6TH STREET SOUTH #202 KIRKLAND, WA 98033 PHONE: (425) 827-5995 CONTACT: TODD POPELKA, P.E. ARCHITECT DESIGNS UNLIMITED 19613 81 ST AVE. S. SUITE F KENT, WA 98032 PHONE (253) 872-2580 CONTACT: STAN KINNEAR MERIDIAN WASHINGTON STATE PLANE, NORTH ZONE, NAD 83/91 PER CITY OF RENTON CONTROL NETWORK BASIS OF BEARINGS THE LINE BETWEEN CITY OF RENTON SURVEY CONTROL Pt.# 1872 AND PT.# 1227 BEARING N20°09'04"W R CITY OF ML It RENTON Planning/Building/Public Works Dept. SURVEYOR Geodetic Services 6041 Championship Circle Mukilteo, WA 98275 PHONE: (425) 299-1739 CONTACT: RICHARD VAISVILA PLS, GSS DATUM: CITY OF RENTON (NAVD 88) BENCHMARK: BM #2132 — CITY OF RENTON 3" BRASS DISK STAMPED "KC—F-11 `1993" IN CONCRETE SIDEWALK AT THE NW CRN. OF SW 43RD ST (180TH ST) AND TALBOT RD. S, ADJACENT TO HOSPITAL EL.=196.72 SITE PLAN TALBOT ROAD TOWNHOMES 4701 TALBOT ROAD SOUTH RENTON, WASHINGTON Y&L INVESTMENTS, LLC a 'c�lrE4o c,T y06 Agra 2 l O �®i1,r G 08 CI -� DATE: 12/10/07 FIELDD00K:....��.. PAGE: DRAWING gi0-. SHEET:. 1 OF: 9 IMEMIEI H 2 11, - . 2=1 TOTAL NUMBER OF PARKING STALLS 45 REO D LANDSGAPE AREA PER PROPOSED PARKING STALL 150 FT. LAND5OAPED AREA REO'D 615 :0 PT. LANDSCAPED AREA PROVIDED 2,921 1# FT, LEGEND PLANTED GRASS GONG. IMPERVIOUS ARA 0 LANDSCAPING STRIP AREA. (NOTE: LANDSCAPE AREA ON STREET FRONTAGE TO BE A MAX. OF 42" HIGH FOR LINE OF SIGHT. C/NoFREiy�-o�Ni�y� R�� 2008 E/mE; I.AN125CAP� PLAN. 5c&� 1 " = 20' —0' I �X15fl% Tkl�� fO 6l� kl�fAIW PLANf 5CH�Pl� 130fANICPL NAME COMMON NAME 51Z� 11?l��5 P Inu5 n Igra Framnu5 oKgcarpa ' p {wood' Cercidiphgllum japonicum 5HkUC35 Ci5tu5 kglbridu5 AZ Azalea sp. 'HIno-Crimson' �- Mgrica cal iforn Ica N Nandina dome5tica 'Gulf Stream' �N Vaccinium ovatum �5 1�5callonia langlegen5i5 'Apple Blossom' M�-- Pin— mugo Mi5canthus 5inens►5 'Gracillimus' OUANTI Y MMAP.K5 Austrian pine min. 6' -8' ht 14 full and Matchinq r gwood Ash I ,5" cal 11 Full and Matching Katsura, multi -stem 1,5" cal 8 Full and Matching kockr05e 2 qal 1-7 full and Matching evergreen Azalea 2 gal 23 Full and Matching Pacific Wax Mgrtle 2 gal 23 Full and Matching Heavenl4 Bamboo 2 gal 12 Full and Matchinq evergreen HucHeberrq 2 gal 24 full and Matching 1�5callonia 2 qal 21 Full and Matching Mugo pine 2 qal 4 Full and Matching Maiden Grass 2 gal 6 Full and Matchinq 6PULINP COV�p o �unogmou5 faiunei 'emerald and Gold' �uongMW5 I gal at 50' o,c, 35 p Callum 5p, 'Mod, pink' Heather I qal at 3O" 0.C, 110 Note; All plants on this plant schedule are drought tolerant and will receive Supplemental irrigation during Summer months for the first three Dears, See planting notes this sheet. i �XISTING T;E� TO 13� ktTAINn I Q I pR01905F,17 I" WATER METER � WITH b01.C3I.ECNECK ASSEM[tY P�F CITY OF kl�NfON 131,DG C0171�5 I I WPM LANEDSGAFE REOU I REMENTS 4 CALCULATIONS TOTAL NUMBER OF PARKING 5TALL5 45 REOV LAND50APE AREA PER PROP05ED PARKING STALL 151i FT. REO'D PARKING STALL 5HRUB5 REO'D 15 PARKING STALL 5HRUB5 PROVIDED 18 LAND50APED AREA REO'D 6-75 ' FT. LANDSCAPED AREA PROVIDED 2,cf 21 ' FT. LEGEND PLANTED 6RA55 Y ' :.N GONG. IMPERVIOUS ARA LAND50APIN6 STRIP AREA. (NOTE: LAN050APE AREA ON STREET FRONTAGE TO BE A MAX. OF 42" HIGH FOR LINE OF 51614T. LANP5CM� NOTf 5 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON —CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. 6. SUBGRADE IS TO BE WITHIN 1 /10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS AND STICKS LARGER THAN 2" DIAMETER. 7. 4" DEPTH NEW TOPSOIL IN NEW BEDS SHOWN. 8. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK. 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 10. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATjYES, TYPICAL OF THEIR SPECIES OF VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. ,_,THEY -SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 11. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. IRRIGATION WILL BE PROVIDED VIA A TEMPORARY ABOVE —GROUND IRRIGATION SYSTEM THAT WILL PROVIDE MINIMUM 1" OF WATER PER WEEK FROM MAY TILL SEPTEMBER. 12. 36" DIAMETER BARK MULCH RING AROUND THE BASE OF EACH PROPOSED TREE TO BE LOCATED IN LAWN. REINFORCED RUBBER HOSE OR VINYL W/16 GA. WIRE TIES DETAIL 2 MAX_ PRUNE DISEASED AND BROKEN BRANCHES SPECIFIED TREE STAKE(S) HOSE & WIRE TIES, INSTALL "FREE BOOT" OR SEE DETAIL ABOVE _ "ARBORGARD" IN LAWN AREAS. REMOVE BINDING TWINE & TOP w 1 /3 OF BURLAP. cif X PLANT TREE 1 "-2" HIGHER N W THAN IN NURSERY 2" SETTLED DEPTH WITH SPECIFIED MULCH WATERING BASIN FERTILIZER TABLETS (4-21 GRAM-20-10-5) ROOT BARRIER WHEN TREES ARE ```.,,` %:r s`,_;.: �,� ROOT BARRIER WHEN TREES ARE ADJACENT TO SIDEWALKS AND ROAD -� .� ,; ADJACENT TO SIDEWALKS AND ROADS SPECIFIED PLANTING SOIL SCARIFY PLANTING PIT SIDES AND BOTTOM UNDISTURBED GROUND \?` 3 'j i % ' 6" DEEP, FIRM, NATIVE 12" MIN. FOR WOOD , % SOIL MOUND STAKES & 18 FOR REBAR 1 2x ROOTBALL WIDTH --4---IN HEAVY SOILS, AUGER 8"x6' DEEP (� HOLE (OR THROUGH HARDPAN) FILL u WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. T'F'�� PLANTING ANP 5TMIN6 P�TAL_, NOT TO SCALE DO NOT PIERCE ROOTBALL WITH TREE STAKES, TYPICAL. PLANT 1" HIGI IN NURSERY FINISH GRADE D c:arot�� Planning Division apr(, G°��d[�D By e Date 6911911Z, 'RUNE DISEASED AND 3ROKEN BRANCHES ZEMOVE TOP 1 /3 OF BURLAP SETTLED DEPTH OF SPECIFIED MULCH _ERTILIZER TABLETS/SPECS SPECIFIED AMENDED BACKFILL ;OMPACT AND WATER THOROUGHLY "IRM NATIVE SOIL MOUND 5HP,,,W PLANTIN6 P�TAL NOT TO SCALE CITY 01: RECEIVQED JUN 0 i 2012 BUILDING DIVISION a m� c W Z a� z to R� W W C � J Z ZZ fn C �a to00 3F ne ma co 4 G ca 0 a a STATE OF Z WA HINGTO < I Y WED LANDECT <W L� U z _j ® JEF 0 Z CERTIFICATE No. 774 0cl� cZ 0- c }— (6 W / -� < 0 W -� < � _j i— _jd <W / Z O H Z Cl) F_ WMZ3 Nco � Wo< a �� a Lu�_o v Z m cn 0 W<QZ 0 J �_ 1111,14ft W LL 0 C1 511�, PLAN ANP LANb5CAP� C&CULATION5 50UP\M 12�516N5 UNWIT�n 0 20 40 SHEET OF LA-01 1 l6,104q4q.. .:: ,Jj . AR -ELEVATION 1/4' = 1'-0" FT ELEVATION. SCALE: 1/4' = 1'-0' ELETION NOTES: 1. VERIFY SHEAR WALL NAILING 4 HOLDOWNS PER PLAN PRIOR TO INSTALLING SIDING. 2. MASONRY E WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER I.R.C. CHAPTER 10 3. CAULK ALL EXTERIOR JOINTS d PENETRATIONS. 4. PROVIDE APPROVED CORROSION RESISTANT FLASHING AT EXTERIOR WALL ENVELOPE PER I.R.G. R-1O3.8 5. PROVIDE FLASHING AT ROOF PENETRATIONS PER I.R.G. R9O3.2 8 R9O3.2.1 6• PROVIDE WEATHER STRIPPING AT ALL EXTERIOR 4 GARAGE -INTERIOR DOORS. PROVIDE CONTINUOUS GUTTERS d DOWNSPOUTS -6 ALL EAVES, TYP. 8. ADDRESS OR HOUSE NUMBER TO BE POSTED AND PLAINLY VISIBLE FROM THE STREET FRONTAGE. MIN. 4' HEIGHT, 1/2" STROKE WIDTH AND CONTRASTING BACKGROUND. 9. PROVIDE STAIRWAY ILLUMINATION PER I.R.C. R3O3.�o 10. SEE SHEET Al FOR ADDITIONAL NOTES. II. PROVIDE SURFACE DRAINAGE Co' : 10' MIN. AWAY FROM HOUSE FOOTPRINT IRC R4O1.3 FEB 2 0 2014 CITY OF RENTON PLANNING DIVISION NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. 0 ELEVATION. ,fRIGHT SCALE: 1/4" = I'-m" Om""'Nwohm.-E L E VAT I ON ETA!_ GUTTER ;8 FASCIA TYP. ' LAP SIDING :ORNER TRIM ELEVATION NOTES: 1. VERIFY SHEAR WALL NAILING 4 HOLDOWNS PER PLAN PRIOR TO INSTALLING SIDING. 2. MASONRY 4 WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER I.R.C. CHAPTER lO 3. CAULK ALL EXTERIOR JOINTS 4 PENETRATIONS. 4. PROVIDE APPROVED CORROSION RESISTANT FLASHING AT EXTERIOR WALL ENVELOPE PER I.R.G. R-103.8 5. PROVIDE FLASHING AT ROOF PENETRATIONS PER I.R.C. RS03.2 4 R1303.2.1 6• PROVIDE WEATHER STRIPPING AT ALL EXTERIOR 4 GARAGE —INTERIOR DOORS. 7• PROVIDE CONTINUOUS GUTTERS 4 DOWNSPOUTS tv ALL EAVES, TYP. 8. ADDRESS OR HOUSE NUMBER TO BE POSTED AND PLAINLY VISIBLE FROM THE STREET FRONTAGE. MIN. 4' HEIGHT, 1/2" STROKE WIDTH AND CONTRASTING BACKGROUND. S. PROVIDE STAIRWAY ILLUMINATION PER I.R.G. R303.6 10. SEE SHEET Al FOR ADDITIONAL NOTES. 11. PROVIDE SURFACE DRAINAGE 6' : 10' MIN. AWAY FROM HOUSE FOOTPRINT IRC R4O1.3 RECEIVED FEB 2 0 Z014 ,CITY OF RENTON PLANNING DIVISION NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. PARKING REQUIREMENTS CALCULATION S BUILDING COVERAGE CALCULATIO GROSS LOT AREA: 41 ,361 FT. TOTAL BUILDING COVERAGE: 13,166 FT. TOTAL DUILDING COVERAGE: 31.83% MAX. BUILDING COVERAGE: 35.00% IMPERVIOUS SURFACE COVERAGE CALC.: GROSS LOT AREA: 41 ,361 FT. TOTAL BUILDING COVERAGE: 13,166 FT. TOTAL PORCHES, LANDINGS SIDEWALK AREA: ACCESS ROAD AND DRIVEWAYS (INCL..CURBS): TOTAL IMPERVIOUS SURFACE AREA: 1,656 FT. 12,727 FT. 27,629 FT. TOTAL IMPERVIOUS SURFACE: MAX. IMPERVOIUS SURFACE COVERAGE: 5.80% 7 .00� LANDSCAPE REQUIREMENTS CALCULATIONS TOTAL NUMBER OF PARKING 45 15 FT. ' LANDSCAPE AREA PER PROPOSED eA'\lg6§)LCA FVETC�` LA-R E A R E Q' D 675 F LANDSCAPED AREA PROVIDED 2,921 F LEGEND PLANTED GRASS CONC. IMPERVIOUS ARA LANDSCAPING STRIP AREA. (NOTE: LANDSCAPE AREA ON STREET) FRONTAGE TO BE A MAX. OF 42" HIGH FOR LINE OF SIGHT. co ff LO N O n O RAF SITE PLAN SCALE: 1 "= 20'-0" URB/\N DESIGN GROUP I hereby reserves it's common law copyright gnd other property rights in these Plans, ideas and designs. T}�ese ideas, designs and plans are not to be reproduced, changed of copied in any form or manner wFiatsoever, nor are they to be assigned to any third party, without first obtaining the express written permission from URBAN DESIGN GROUP. Written dimensions on these shall have precedence over scale dimensions. Contractors shall verify and be responsible for all dimensions and conditions of the job and URBAN DESIGN GROUP must be notified in writting of any variation from the dimensions, conditions and specifications construction shown by these drawings. All shall be in accordance with the standard building code. (SBCCI) an state and local codes. COPYRIGHT© 2010 URBAN DESIGN. INC. � Z � O Q� Z W ry O QJ C/) 0 ,. 0 Z o m U W � OQ � � a U0 O .J O �. TAX ACCOUNT: ` cf- 31 2305- 0909 ®201� F EB 2 a 0 0 0 z 0 U] W LO O 00 aN z= O .O z -0 CU w CU O Q �c w E-- -0a M LLj Z O 0 Uj N i 0° Q Co co Ire DO w — cfl z O N_ 2 ti a r WN BY:AVA E ISSUED: 12/20/13 IFIED BY: AVA ENGINEER: REVISION REVISION 1� OWNER: lRwo Project No.: YL ENTERPRIZES Per N�oNGION 13xxx LOT BUILDING IMPERVIOUS SHEET COVERAGE CALCULATIONS I O F= STREET ADDRESS.. 4701 TALBOT ROAD SOUTH RENTON, WA. 98055 11#2,Ain JLLA m,* - -- - - <�,,::,. 3+,. ..,a, a x �-s .s�Sx� ,, it«_-F;. _ :.-_-::fs _..-.;�.-.s=.,• ...� _ :. r.:�.;a�._. .Y. .�6 .:rs�aF�a � �e�—' P:�? Fe�� '. 4.-.�.r. �.?:,:. �€ .u... �h r�.:: ... .., I��d�i�t s �) uurz� , aY a ,.k a,.ta ..::9^, ;x ,--._.3ra. .tt<.n .[.<t_-,�;....-�-.., •. r.. :.. . -. -_ .z:-".. trrt .-t. : s-.. +..x, .. JA. lLaer.z,kx.t ..e 4re ..i b .a �.wereuse,.:.a. vx. ..s.>. .. �... rn ...-rz.: �_-�..W:-o62��� ... ... .. �. ��. ..-*�_.rs. f .e 2.iE. _. :.a r�.a n Y'*r lK I (l f I y I f I � I 1� f_ COPPER RIDGE APARTMENTS N KC PARCEL NO. 31230591143 � w 00 P 0 CD z EX SAN l 8" PVC, 1 : OUT = 1; 3A 1 b j i 1 , 0. 1 1 {$jI t 11 COPPER RIDGE APARTMENTSI 1 KC PARCEL NO. 3123059153 11 II 1 PLANT SCHEDULE UUNF'LK KIUGL AF'AK I MLN 15 , i KC PARCEL NO. 3123059041 :<, e l 1 I I l I p . I I p , o I I T r A _K E A I / + I I A l / i V" I l n � I l I + 1 .• l I K iT Ll Cn if) I i t 1 U� �. I , .J 1 .... , 1 1 f (EU` ,,. l l Q •• 4 9 0 ,t I- wl •'ss' , i w I I •s m t " • y w I •t W , S. 4 ST. I *' RAN ` l I s> :. I I ro 9° HYD T w w 7 r 1 t l w•w KC PA I V) r .., i C`.,1 NO STREET T D E TO PR XI TY I OF PROS OSE I' ILIT EStzk I I W" r 1 '1 1 ,W + j 4'I I I r i. l : / W- + • 1771 I t .' c `a• a W 1 W . s. v a- t• I I + cA'6 • + } ,4 • io ( I 7, I G" ° yi• u 1 u a • is ij s� I 4f i w1 I + i + I I , r' w + 1 ••, ++r q,m 1 A 1 i i E U K fl 7 EU u 4 I y l I s 17 0,00A w w i I . LONG ELEV OF s F EU - • AP__._. K , Y AAP i „ { N88.58'52"W f 6' K _._.~..".., I Y~ .. �r N89~01'00"W 24,7.99' W vaw—nft OOL. — — BOTANICAL NAME COMMON NAME QTY SIZE REMARKS TREES Pyrus calleryana 'Chanticleer'* Flowering Pear 9 2" cal** Full and Matching, min. 8'-10' ht Pinus nigra* Austrian Pine 11 1-1/2" cal Full and Matching Fraxinus oxycarpa 'Raywood'* Ash 8 1-1/2" Cal Full and Matching, min. 8'-10' ht *Considered drought tolerant in Pacific Northwest once established **Replacement trees. Minimum 9 trees required at 2" caliper SHRUBS and GROUND COVER Viburnum davidii* David Viburnum 6 2 gallon Full and Matching Q Nandina domestica* Nandina 16 2 gallon Full and Matching ® Azalea sp. 'Nino Crimson'* Evergreen Azalea 9 2 gallon Full and Matching (K� Calamagrostis acut. 'Karl Foerster'* Feather Reed Grass 47 2 gallon Full and Matching Pennisetum alop. 'Hameln'* Fountain Grass 20 2 gallon Full and Matching Euonymus fortunei 'Emerald In Gold'* Euonymus 6 2 gallon Full and Matching Cistus hybridus* Rockrose 19 2 gallon Full and Matching EU Euonymus japonica'Gold Spot'* Euonymus 29 2 gallon Full and Matching MY Myrica californica* Pacific Wax Myrtle 26 2 gallon Full and Matching OEM= Arctosta h llos uva-ursi 'Massachusetts'* Kinnikinnik As req'd 1 gallon Full and Matching/Plant 24" o.c. Erica sp. 'Mediterranean Pink'* Heather As req'd 1 gallon Full and Matching/Plant 24" o.c. Fragaria chiloensis* Dune Strawberry As req'd 1 gallon Full and Matching/Plant 24" o.c. Plant in groups of minimum 15 plants of each species cm��= Rubus pentalobus* Bramble As req'd 1 gallon Full and Matching/Plant 24" o.c. ea%`�aa[ ' y,r�j m� CAw�? s °C7�����' ��' Vinca minor* Dwarf Periwinkle As req'd 1 gallon Full and Matching/Plant 24" o.c. ,x C *Considered drought tolerant in Pacific Northwest once established .. Lawn, Fescue grass seed mix for drought tolerance. Shovel cut transition between lawn and landscape beds CITY OF RENTON RECEIVED NOV 2 8 2016 DEVELOPMENT SERVICES LANDSCAPE NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH ALL OTHER SITE IMPROVEMENTS AND CONDITIONS PRIOR TO STARTING LANDSCAPE WORK. 2. CONTRACTOR SHALL USE CAUTION WHILE EXCAVATING TO AVOID DISTURBING ANY UTILITIES ENCOUNTERED. CONTRACTOR IS TO PROMPTLY ADVISE OWNER OF ANY DISTURBED UTILITIES. LOCATION SERVICE PHONE 1-800-424-5555 3. CONTRACTOR SHALL MAINTAIN AND WATER ALL PLANT MATERIAL FOR 1 YEAR OR UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 4. CONTRACTOR SHALL BE RESPONSIBLE F0� COMPUTING SPECIFIC QUANTITIES OF GROUND COVERS AND PLANT MATERIALS UTILIZING ON —CENTER SPACING FOR PLANTS AS STATED ON THE LANDSCAPE PLAN AND MINIMUM PLANTING DISTANCES AS SPECIFIED BELOW IN THESE NOTES. 5. CONTRACTOR SHALL BE RESPONSIBLE FO� PROVIDING THE QUANTITIES OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. 6. SUBGRADE IS TO BE WITHIN 1/10" OF ONE FOOT AS PROVIDED BY OTHERS. ALL PLANTING AREAS TO BE CLEARED OF ALL CONSTRUCTION MATERIAL AND ROCKS ANI STICKS LARGER THAN 2" DIAMETER. 7. 4" DEPTH NEW TOPSOIL IN NEW BEDS :I TOWN. 8. ALL BEDS TO RECEIVE A MINIMUM OF 2" FINE FIR BARK, 9. ALL PLANT MATERIAL SHALL BE FERTILIZED WITH AGRO TRANSPLANT FERTILIZER 4-2-2 PER MANUFACTURER'S SPECIFICATIONS. 10. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. ANY REPLACEMENTS MADE AT ONCE. A. GENERAL: ALL PLANT MATERIAL FURNISHED SHALL BE HEALTHY REPRESENTATIVES, TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL GROWTH HABIT. THEY SHALL BE FULL, WELL BRANCHED, WELL PROPORTIONED, AND HAVE A VIGOROUS, WELL DEVELOPED ROOT SYSTEM. ALL PLANTS SHALL BE HARDY UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT. B. TREES, SHRUBS, AND GROUND COVER: QUANTITIES, SPECIES, AND VARIETIES, SIZES AND CONDITIONS AS SHOWN ON THE PLANTING PLAN. PLANTS TO BE HEALTHY, VIGOROUS, WELL FOLIATED WHEN IN LEAF. FREE OF DISEASE, INJURY, INSECTS, DECAY, HARMFUL DEFECTS, AND ALL WEEDS. NO SUBSTITUTIONS SHALL MADE WITHOUT WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT OR OWNER. 11. NO PERMANENT IRRIGATION SYSTEM IS PROPOSED. _.�1s t:uy r Planning Division 6%MD MD l_®LR1OV�D By - Date... 1, Total number of trees over f" diameter', or alder or cottonwood trees at least 8" in diameter on pr0ct site 7 Mi rees 7, Detluctians: certain trees are excluded from the rfetention:calculation: Trees that are.dangerou,52 trees Trees in proposed public streets trees Trees in proposed private access easements/trams trees Trees in critical areas and buffers ° Q . < tree Total number of excluded trees: Q E .. trees Sq Subtract lln+e 2 from line 1: trees 4Next, to determine the number of trees that must be retained 4, MUItiply line 3 by: 03 in zoies RC, R-1, R-4x R-e or R-8 NOTE: 2 TREES HAD PREVIOUSLY BEEN 0.2 in all other residentialzones 01 in Industrial SHOWN TO BE RETAINED, ONE OF WHICH trees.. all orTITerclai and zones WAS REMOVED WHICH TRIGGERED A S. List the number of W.in diameter, or alder or cottonwood trees VIOLATION. 18" OF TREE REPLACEMENT over 8" in diameter that you are proposing to retaln4: WAS REQUIRED. MINIMUM NINE (9) 2" A trees CALIPER REPLACEMENT TREES ARE NOW . Subtract lkie5frdmllne4fortroestobereplaced. ;. REQUIRED. SEE THIS SHEET FOR lit tine 6 is tefti or less,, stop here, No replacement trees are required � ,,:. trees REPLACEMENT TREE SPECIES, SIZE, AND 7, Multiply (tine 6 12" for number of're 'tired replacement inches: P y by tl P �� LOCATIONS $� '. inches 8- Proposed size of trees to meet additional planting requirement:: (Minimurn t" caliper trees required) 2" inches per tree 9. Divide line 7 by lime 8 for number of replacement trees6: (if remainder is ,5 o rgreater rwm round Up t0 the next whole ber) MINIMUM 9 REQ' D, 9 SHOWN `Measured at4R5' above r ode. x A tree certified, in a writtenteR�rt,dead, diseased, damaged, or ersors rpro ora va1, rcersec landscape architect, or rertifked atborlist,and approved by the City - Critical areas, such aswetlanulls,,streams, flisailpiains and protected slopes, are defined in rkMC 4-3-050. Count only those treys to be retained outside of critical areas and buffers. y The City ma re�uiremd'fica r ofthe tree retention plan to retention of the maximum number Oftf@@3p C RVC4t<1i?a. eerds rere w when the r urEdrrmb r f r�t2€tedtrsra b� etplacement trees with atI least at�U~ine 21 ler aaresk In a ea. six feet (6') Cali, shall je pfantett.• RAr10-130.H. ,ea(ikl for prohibited types of replaaernent trees. t N:�CEU�Gxta�>:oam�»remplat�,�,Seif`s+ei1€,Fpanda3isZR9aranrn�'�Tr�e {i+?tc�r�ti�ra �slorfrslL��t..d�scx a:t f Z��.S STAPLE TREE PLASTIC INTERLOCKING TREE TIES OR APPROVED EQUAL n DETAIL 2" MAX 12"MIN. PRUNE DISEASED AND BOTH BROKEN BRANCHES 2"x2" LODGEPOLE TREE STAKES SIDES OR APPROVED SIMILAR PLASTIC INTERLOCKING TREE TIES INSTALL "TREE BOOT" OR SEE DETAIL ABOVE "ARBORGARD" IN LAWN AREAS. REMOVE BINDING TWINE, BURLAP, w AND WIRE, TYPICAL w PLANT TREE 1"-2" HIGHER w THAN IN NURSERY 2" SETTLED DEPTH WITH SPECIFIED MULCH WATERING BASIN FERTILIZER TABLETS (4-21 GRAM-20-10-5) ROOT DEFLECTOR FOR TREES ROOT EFLECTOR FOR TREES AUltJINT TO SIDEWALKS AND ;- `'sro >>s.s A� gT TO SIDEWALKS AND CUB IDE ,,., • : ,.�,.,,, C E SCARIFY PLANTING PIT SPECIFIED PLANTING SOIL SIDES AND BOTTOM UNDISTURBED GROUND 6" DEEP, FIRM, NATIVE 12" MIN. FOR WOOD SOIL MOUND STAKES do 18" FOR REBAR FINISH 3x ROOTBALL WIDTH �—IN HEAVY SOILS, AUGER 8"x6' DEEP Q HOLE (OR THROUGH HARDPAN) FILL WITH CRUSHED ROCK. VERIFY GOOD DRAINAGE PRIOR TO PLANTING. NOTE: DO NOT PIERCE TREE ROOTBALL WITH TREE STAKES DECIDUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE STAPLE /-TREE PLASTIC INTERLOCKING TREE TIES OR APPROVED EQUAL TAI PRUNE DISEASED AND BROKEN BRANCHES PLASTIC INTERLOCKING TIES SEE DETAIL ABOVE SPECIFIED TREE STAKE(S) REMOVE BINDING TWINE, BURLAP AND ALL WIRE, TYPICAL WATERING BASIN NATIVE SOIL BACKFILL SCARIFY PIT SIDES AND BOTTOM FIRM NATIVE SOIL MOUND CONIFERUOUS TREE PLANTING & STAKING DETAIL NOT TO SCALE 20 NORTH 1If 0 = 20'-011 CITY OF REC I y. NOV P 40 so SHEET SIZE 22" x 34" } m V) z oF- _a z U LJ U V) W Q 0 0 z STATE OF WASHINGTO E S E E LAN C C ECT JE M. VA LEY CERTIFICATE No. 774 O •c 0 i M IS E —� CL �" v a. ' W N '> J E v p � C E � >- > W O Q � .J _ IN OQ Fiiiiiiiiiiiiiiiiii 0 O O JOB NUMBER: DRAWING NAME: DESIGNER: JMV DRAFTING BY: JMV DATE: 08.27.16 SCALE: AS SHOWN JURISDICTION: RENTON SHEET 1 of 1 i I i I i I I I I k i i I . " � - - _' � , 1 1 1 , � : I � , : : : , " I , .11 - "' . / . . if., ; .., - _ -, J 1/ 2, 1',�,'- 1 '2, lf\i- 2; , , J , - - N- , 1 L. I/ , /. , 1. W,:.. . . "j... Cl , I .., - : I ..... ..... ;' E _­ .1 W, M. ­ . . . ........ 1­1 .. . .... ... ........... . .. . .. ... ................ . .... ....... I . . . .. ... .... .............. - I , I / / / I / 1; / I PORTIONOF NE 1/4 SEC. 31, T. 23N., R. 05E., W.M. RENTON, WASHINGTON I. I� 3 I : I : STM MH #1 TYPE 11 48-0 : ! . I : RIM = 479.32 : : : I ; . //--12" PVC, IE IN = 466.48 . I i :: I� . . ... ...* .. .. . " , . I...., , , I V . . . , , � 12" PVC, IE 0 U Tr­,F,,-­,,,4 .48 .:. : fl.-_ i-__ � .- --..f.,- *...1.... , : . . : .1 T - ---- � '. ..... , i ,, �, i ! . , - -, , , , , :- �� I[ �:� �: -:.�-.i!_-__. 1 / I � � ) . I , � . , _ / i........ * / I I I --j­rg�s I � I 1 I. -! - - - -- I'll ; . . ., .. ✓I/ I 11 ; I : I . .. . . . ; . .. . P . , .. .. . t ( / I : I I; I I . . � .. ',;�.[ ... ... ... ... ... I . . . I ". I ::-: - - - . . ___� ... I,, .. . I. . . : I i TOP WALL=478.5 ' ... I ; : 110 I i I - : -'..�...-.�.-,,-�..-,.-...-.I-..-..-...g : TOP WALL�480.5--\ \ / . ; I 9 �,;", I I - j., � Vi *. ..... � :1 ..... i : �, I � .... % - '. � I , . 0 .,;, _. . :: -� .: ...... i . . I - . I ­ I" ..'% I ...,,�. , , , i : I - I \ I � 9 . 11 11 i 1��, I I . , � i . . S . . JI . I . �. .*' - , ,•i � 1,... . 1. � 1! i . 1: I . . .. ......- i -1. ,�-r .,., : j �, .. .j .- I . .... : . ., . .1 -i- . .-.- . ...... ...... i 1. : .. .............. .. I _� .,. % . I', . ­.` - ' - _� I -_ 4- _'�:\, . . "V '7/ , .1'. ?,�� .", ! � -41. !, - i`ti. I.N. SE' 1 ", f,7f:­', .-I -.-: ------- lr-,..-, - ;- : BOW 472.5 jBOW = 480.5 1 i , . - I. ".. - * " : : ...... � I , - , . � � N8.,. • : / ""'.." ..'", . .Ij ?.?---",E, W,.-.,-v,,. - . �YOMY'vlvll 2/4 !- 9':,;i/', 4. .I ..., � il . - . � / NC1 !ii. .1_�,�" . .I.."11.11'' I :_._.......''...... I ".. , _. � .-",,,�,ARA,A I.-.- i,.1 . : I . ,­,;;, .1. :i .." ----------- ­­ . � - /': _..- ..... ­ -...-,-.,, ..... __ � .. . . ........... ..... . . .... ........... . .. :. _ I .. ....... ­­­ .... .... ....... I ..... I .. .... .... ...... J ., i � , ,� % ,,,, I E ; I i '. if �--.:-,* -: -, - , * .... .... /x , I ­_­ - -------- � ............. ; I ,-,,... - - .691 , 11 __ ­­­ ..... 4_­ .... I....".. ----- I ............... ­ .", "...'... ... ­­­ I .1 - ..... I ......... I ; I :.15. ­1 .... ­_1 ... � ...... ........ ­.­:. ." ; i ,. . ..... i., ; . ....... . . __.. % !_ �11, -I.'.-,-;.-_ i ...... - .......... . .'­ � I . . . I . .... . I .. ...... . I—. ­­_ 1. . . . f i . � - . ......... I . .. ....... I ...... I . -- I %_-:... ­:.t. .1. I : . : . "I .. ..... ... ; ­­­`� I.. -..-.; __.H �: ... �.;.:._ . . . . ; - - I � ! 11 L "­!` OUTFALL ; . ............... ,12, PVC L!�// 54 S=0.27% �� � *,, � � : ; i .. I--- ­ . .. ............. t .,-,, ,;-.. % . ­_: .. ; . % -�: : i I �- - .., .... -�N ­ ... . ... ... � ........ . .. ......... I . � ; / I ; : ; . I .- -- --- - .--_7.-r-.-.�-,.,�:--.,--: .--7. : ; IE=426.30 I � ; - . 11 .m \ : i ii - 4 A .I.;-,- - . . .- ____1 i �t '. � ! : . . I --i- i i t, : � . i i. '.. i!..*,_:.:.:_..-. .,.. AV . ! I . i 6D : I * . , '' : I : i : . . .. . . . : � i % ; : I . ' ' . . .., - - - �,,, 11 ; 1 i i I �V� I --: :'::' 1: ": - ... ­:..... '.. : t CONNECT TO " : i . . , -11 . :: . �: : t /I . : - I : : ' MB,` - % ". -. f.- . ... ... I . 4., I : i � � ... . i : .. . . '. I i ! � I I I I , I'_- -. , , , , - i : � : I-, :. .. . , \ ..... I - , . . . .� . . .:.-, .-A - I - .: ': , .. EXISTING STUB "" r 1 . 7- _r__ . - - . � : ..j ..' . I• : % - - - - -7 '7_7 - : I - 2 .............. . . . . . I I . . . I ; . ; I - I I , i ....... , �. . : / ` I. I . . . I . . .4 . - . - I . . . . I . I . . � . : I . . . .1 , ., - v %.f . . . . . . . . � . . . . I . . . . . : . . . � . i i : , ...- . ...., . . . .. ( . I., � I . . 1. . I 11 I . ..V: .. .1 - .. �1. . I2.f i I . __ .i ......... ::.: �, :-: I T.­.... , , I... , .... .. 'I' ... I .... .495 0 ' : ;. . 4 ; .. ; . . ... . : - I I t ' i . .. ­ � - - � ; :; : , "' I . .... . - I . ..! ..... i i ........1'... ". ­� I .. . . � ... I 1-1 : . :� .t.. , , i� i I t'.'.'', - .c ...... I .... .... � . . I . 1. I.. . t . � .. � . I ... ­i . . : : , I � ") . I I .1 . _ ; , , . .. . 1. I . ... . ... ; * , i I ".. . � .. I . I . . ... .. .... . . , . . ... . .1 : 1 .4. 1 .1.1e - . . ... ... ..... * , , * * . . 11,1­1 '� 11 � . , , . I i .. .... � .. -, . . , I . . ...... . . . . . . . . . . , , :: : -, - . i.... .... .... � .... . . ...L.. . I I - I - .... : - ..... � - : 1- 11 I i . . . . ; - .1 ... : . . . I .. - i I " $ :. .... I... . . .. - , - - . 11 ... ... . .1 -, . .1 .... .... �. � _: . t , ...... .. _-.: . ... .. . I � -,I. - , S=O.'20% ... ... 1� . . .... ... ; 1". .%I i i : 1- I. .;. .. .. ... .. I : ! ; . .. I- .. _. 11 ... I , , I .. I .. - .. %. %. .. . . i : , i. .... .. �i­ . . '. .. .. I ­ I 1� - _. . . . -, - - ** ­ 1' I .. I 11 I I :. . I : 11 .. . . . � I .... ... . . .16. . . ... . . . .... 1. I. . I I .... : t: ... ...... ... ... .. . ./. .,. I ... .............. � I .;. ... . _. . . . 1 .- I . J... 4 ... ... I, ... I � i 1. � � ... I.. I I - . .... .. .... : .... = 11 : . . : . i .1 . ; !. : , .;: .;.. i ... .......... .............. . � I . I .... ... - � � . . . i . . I.. ; .... I ; .... I .­ ; .. � � . . . . 1 . ...... . : ... .... . FIFE #95.5 .... ... 11 ! .0 . :: ... .< ... ......... I .. : I : I - . . I , . . * , I ... . . .1 . _ .... I I .... - . .. , , . fp. : .I ... .... ... I ... : .4 .., .1 �.. I ... . : .... . .... . . . I . : � I'** , : - � .................... .. I . . . . . . . . i . : : . - ...... ... . 1.,..*..A......... 1 f I ! I * * A i A , , � . . , * , : I . . . " - : � . . . . . : I I . I ... . I I . . . . . . . . . . . . . . . . . . . - . . .. 11 .. .. 11 � I - . . . . . . . . : . . . I . . I . . . . .!. . 1, i . � . . . . . . . I . . . w I I I , Ji, :1 -. -- 11 1. I 11 � I .. . , . . . . . . i I I *.'.'. - . I . I . . . . . . . . i ! . . . I* ­ .. I . I 1, _.. - . . .... I .. - -7- - - .,. .... . t ; : � ... ... I - f - i .. .... ; .... : 11 . .. I I .... .. : . 7 . .... : .... * , * !1 . ... � ...... � : ; I , * - - - I ; . . . . . . I .4 i I * : I . . . . , . ; 1 - � .............. ... . I .1. . .... .... I . . . 4 , - , A . . .... I .... .1 . I' :.'. ... 1 .... .... I ....... . % . . . . I ! I ... .. . I . . : - S � I : : : : : . I i . . . ... I I ... j .... - . ... � .... I I . . . . . ; . I . ; I 11 I i . . . . . . . . . i . . . . ­ . . All � W .11 .... .... .... 1, -� B V4-.-T�PE .r. � ... . j.. . I � ... .... f.. . ... 1-:- -:- -�. . - - . � � .. .. . Thl i, . . . .... 11 . , , ... .... .... .. 11 . . , . A .... . . . i I 11 I < : .. . i . � '.. . I ... . I .. ­ . - -!. .. � ....`!. ...... - - . I __ : i I -ji. i .... ......... I ... : I . � . . 1; 11 !M - d I .... ... I I .....".. ..... ......... .. : .. . ; . , � - . . . : : , ! � I . . . . - ? .... , . I : . , , . . . . . . i. . . I , . . . . , I . ; � . . � I . . i. . . . . I I . I : : . i ; . . . . . . ; - ...,�', i I : --- i . , ") . i I : R 47 9.' 9 '. -'\� ... I - , , . i. . , � , , , , 11 I I I - ... ... - d .... . , : . I .v . . .. 7 1: - ..... 11 . . ..... i ...'' : - I . . � . . ;I, !, ` -.. .. , , ,0,.�,, .. : I ,c . ­ I ... I I . .... ... I., , , I i I * . .. . . . '' . . . . . : 11 I . . . . : . . . . . . :,A - . 1 . . , . . . I . ; . . . . . . . . .1 . - : . . I . . . ! ; . . � : . I ..... I . . "I., , . , "'! 47T66, : I k : ­ : i I . " . - . ;-- 4 . -PV( E. IN ' i . 1;. . , , I... . . . :.. I .... i ­ I i H . . . . : I ''I -,-i:-::-::-......... 1 ; � --- :. .. I. .. : " I . ... � . _ . . . . . ' - 1 - 2". . I . . - - - w. I I - : �11 5�'). .:.. . . I 1: - . . . - I I I I I . : : , .. 1: : ... ... . . 4 1 : ; . . ". � . i: : , - .: ... ....... i7l I'll � - q .: •. . � i 3 , . : (. - . : - i . . . . : a - . . ......... . ., . : . .. , , -1✓- ....... !"'. il 11 . - .. . I :, " "' , 1E ! . .. . . '. . . . .. S . . : W. . 7 . I , , [ "'' , 1 4 1, 1. I - .: ! �• I a . . !• . : . , i - .0 , - :. : 4 ' 'A 11 ;• � .. . : : f; � 1. 1. .1. .1. !I. .1 , f . I . . . ; ­1 I � : . , , * : , * , . . .. . . i . - . . ... . I . .. I ; .1 : - - : ... 1 . .... .... . : I ') . . I 10 - , 1___�• . ; I . '. . . . . . . I I ( I . i . . A . . g : , I 1. 1, * , - . 4 < � . . . � . ��. - .. .A - . . .. : . 4 i - , .) -, . .... I. I j . -4 . ... . :. i 1 . _. , : . . . I ! ---- : . ......... ............ . . : , . : - I - .: - - - ­ - . . ... . . : '• , . . . . . .. 4. f A I 1 Z' ! ; .::� ; .: --- : --- .. --. '. . . ......... I . - - - / . . � � . t - - - : - , . . I . 1; I - , . ; : . I ___ 'k- I ; Ill/ - , I ... .. '. If j I . :I : - I I : I I I '. ., , - 11 I*. .. - .. ... •� . , . . . : : I : .d. - . . '. : : i . i I - I ....... Z ...... .- ! . I I ! . :: : . . . . : . . . . . . . . . . . :. . ( rl", 11 .... ..... v .... .. . 4 i I . . . 11 I . ... . . . .- 1111_� = 490.64 . i ; . . I,**, I I ,""'11*1 : I . . I 1. - .f' . . - . . : RI . . i : : I . I .. .. .. i . : . . . ; . . - j : 11 ; �., * : 11 , .\ 7. - 4 :. il *•:1 * . , : . . . _L� I . t .. :4 , . . . .4. 1 .485.0 __1_1 M CB#2 TYPE ! : - - /It"11114 I I* * * A . 4. : - . .. " - . . . A .'IN I �r , * . . '. � . �_. .- �ii .1 , - - . * I : . . � .:. !I I- 4 ; . " 'b g- I : , . . . .. I . .. . . ... . . . . ... . . / .. . . . - - . . . . . .. I :. : : . ,� --- ! ----- � ... ­1 ............. :1 . . : I - ; . . . : : . :. . . - . � ...... .... ... : (10 I I . . . . . . . . . . 4 • - � :4 ; . . . 4 .:. , . * ; 70u : ',`�, � �. I . . . . . . . . . . .... i : I . , . - . . . . I . . , i- A - 4 . - , - 4 . . . . C, IE 0 T ; - : .. . I . � . .� . . .. �. 1. I------ I .... .... : -11 * - ... . ' "T:. _77'A .-- - A' . ' :. , . '. . . . I . . i�. I . //IV , / ,�// . . I I . ,_ . . I . .• I .q. - . . . . . -1 , , g '. TOP WALL=, / . . . 4 .. 1 ft. , i � .,, . � . A h A�� ". ; i I .. . - . . .4 . . .. ... .: . i . : . , . .. - � � i , . I ..: - , : . '!� . . . - - . . � , , . . . . 0. , P.- : , . , . . 4 . . . . . , I .' * - i" !�'. ... . � # : cp. , i 1P " - ) I L� - -� - - . . . . i'. I . . . u - . . I . . , " ...... f� .. .... , 9 / . - � � . . . � . I , 4 JI : z -S . . I .. i . . . � - jA. V-44. - , - I , - , I I I .. 4 . ... ,4 . . , � .,;. . . . J,=l . . . , I �. �. -I. - - I -, " �. - '. " . . 1 - - .. � ...,. - - A - - 0,//a&;;i,/. / .. � , . . ' C .. , . 4 I . / 47, . I 116 I . . "I . .- - �78 5 ' I / 11 .. � I Im / ... .... .. .. < i . I . A 1'­4 . . A• 4 . . I I ; . . . .: * - - )% / , 4 i , - ,... . . ;;; 1 . '! - ; . . .. •1 P 4 .:�, . . � i : •< . . . . . . . 1. . ............ .. I . . ... ..�'... ... '.I... I � . I ... t I ... � I . : . . , .. . � . . P . . ".1 ; . . . i. . .. . . - - - - 1". i BOW = 474.0 d . . 1. 4 1 . . , 4. - . .:A I . - I .... 11 I . I . . I . . .-, . t . . . : 1. ; .. I I ...... .. �.. . .1 ..U.J. ..... 1. .. .1. i : . i . - .. , .:1,4 *-- . , , 1. , , : , , I -, , . : . . . 4. . . . . . ..• . I j : . i : `. . . 1 . 4 n '. i : . : . .. :1 . I - I . . . . . . I rz/1111�////% ; . . -9 . .. , , I i �C ; , 11 ... . . ... . � . � ..... .. .1. . . . I . . . .1 I i. . ; ' . - .'- 1 1 . . I . '. . . � •: * 4 1 i . . . . % . . . . . . I . i . . . . . . . - • ' - 4 . , • , , , . I . . . 4 A . - % . . . . . . , . . . : I` 4 q - - A : ... . . . . . . I . . . . . ! , � : . i . . i !.,4 . 7 . , .� . . " i� : 4 . . . I . .� 4 : . .. .'. '.' I I . . . � . *A , * . . . v . I - - - . , . IT : . i � . ; : 1� . : , . � . : . I - - 4 1 . . .- , - . . . .� - A, ..� . . /­ , i . . . . ... I . . . . . . . .. . .. . . - - - . . .A.. - A - . . - ; T .. ... , . . : U . �: :� : (.' , - , . . . . . . -I 4 . : . . . . I ...... � " . �� It I . C, #' L= 2 0 L i . . I . I . � � . .1 . ! - - - , , 1� 1� .... \ ... .... : .. . : . . - ... ; // , I.- - - 1 4 . . =. � �1 1 1� I If I , , , , .. A . q . : 1( : : '. .... .... I I ... � . I . . I 4 ; - . - I - I I .. .. - . - .--. . � . .: . • : .4 z -10. . � : . . - . � - . . . . "'N' ....... ... "-.;, W/ I ..- '. . I � � • . -4 . � A .A . , - ... - I --- - . - - , . , L - Lamr I . : .. I . . �. . . : . . . U -,---- . � I - . . . - . - - - - 1.4 i .. I - . . . . , . ., I-- - Lamr I .. . � . . I : I I I . . .. . , - , ­ 71 1 - )�4 - . - - 'r . . . I% 1 4 . , 1 . i -4 :_. . . I.*. ... � . . . . � . . . � � . .,% t . , I . . . . . . . ' ` \ . � \ - - - - _AT - . ,4 .. . . -. � -,�,�- : : : i", ; :::: ::� . . . � . : ..,...A. - '. . - ; � * * -, ; .... ... � . . 'I '. . - I ' "I : -, ". - . . ­_.�_._....1._ : \ .... liq - , . . - � I : . :,� i , - , - ... 4 . . ' . .. I 1-'-:�. I -�--Je--_-.- -�;-fa-- %--i-e.- ".Z., , . . � __ - � I'll I . . � 1 41 ___*_ - . . - -0 1� ... . - . . .- . . . 4 4 . I - - '. I . . ; •. . . - #-T . 7. .14 ! . - . . . *1 .4.�;'­I: i ..... 4 , A .. i ' __ .1 .yo : , �7 - .. . . , - . : � . .. '! b .--'t I'_* .- .1 .... �--- � - , , 1 . A 4 ' - . : 4 ., -, : - . , . . - I .. . . . . �K, .f . . .. . 1-+/?_ - t I - - . I , - . . . A .4 * 'I . . �.. ?'. - : - - 00'le i � . . . . - ' . . I . . . . - - - - * . \.1"...." - ... - - I ' . " . . , 0 .. . : . . . . . ,1A;._ , , . . : : . .4 . . . . I : . - . I. . _ , . ... - : . A . . . _\ I J_F L . i .. ,..,-:*�::-:':::-:::-.-�:::-:.,- L"K . . I . : - " - : 0 ' 2 : 3 ; I . 1- . t .... I A. 11/1 . . . .41 - * . , . -, � i . . T I . .. � , . . . . I .. :. . .4 - [ - �'.,' i ' IE ,dO( _F '�- ' 3 . 0 / ,,,,, z i*-" - 1 .4 .. ;,.: I ST 4/,6,13#�'4 TYPE. ; : : .... . . i , , I I , z :, . * : 'A . ,..4 . 4 "g . - - / .- , . .. • ' .. * : , i . , . O/ . : . 4 1. .4 I - I ­ ', 4. - I ....... � I . . . .,. . : ­ i ., t . ; 1 . . .. : 14. . . _1 I I - . 9 : : .; I .. . . . ; . . . ... . : . . '.. " ­­ '*,� =:*t47947 -, � A - ; 4 1 I r/ / / / / / / �, . , I " .. 4 / . % . . I : .. �. .. �, : - I ... I . , �i . 11 t 1. . -.4 A'*" 1. ! I : I . . I =1% , 1, - 1, - , �� I . � , ; * i .. . . .. .... � : . .. . . . . .. .J-�:��[ . . . . . _-) : . . � . .: - 4 1. , . . . � , I . '. . . " . : I '. _i ... � . ... I. . . � . i _/ - : I � I . . . .� - . . : I..P - .447 . � I :.. ­ ; .. I - - j ! - . - .'! .'- 1, , " , .,...... . � I I Vt., I * , 4'91* Ci) 1 4 .�E JN ,= . . 1 1. '. .. .1 . w W. ... ... ... .. � 'A' , , ' * i ... � ... 77 - I I I : : : .. : . 7- : . � PY, - - ; 4 .... ... . . : 1 " . . I . . ; . i .. =-7474.90 . : I : . . . ..•-.1"'! .... ; I . . - - 1 , i: . I .. - !.- F .7. �L - - ' ,,,� �,� , / I I : ---.,-..�z- .- r.. . .4 - `_ -, - . � . .1 � � � . � . w . . . � . , . . i ! I ; : .ii : .. .*. i . A . . . I : i ' . I . i . ; : : ; ; . . . . . . . . . . . . I . .; � . . . . I � . . I - - : ; I .. . . . . . . . I I ; ; : i : I ............. ... ­ - 1. 1: : ... . I - - i . . . ... . W. � ­... � - " C,, IE "' ' :.; . I ! . P ... . ... . � ­ . , I . w w . . ... [ , - LO OUT ' . . . . w .... �. 'A . : .1 2 � P'V - =. -474.� 0. . .. 1. I .... 1. . : , j_ . � . , : - : . . .:w w .. .... : w ... .. W. - I ; : : ! .. i. - : ...... -�•.. .....71; : , IL - � --- ­-.1 ... w .,. I .11, .... : : ; . . : : i. I . i 4. � i - I ;., ... I . . I .. . � , . . I . I . . I - , � � I . . . . ; . : i 1 1 . . . �� ... . w , . . I . - � � I - . i . . .t'. ; '. '-. ; ie, . : : i . I . . .i . : . , : i . ., . " , [ , ,. : - ".. : . . t ! I * Id I .4 ... � .1. . v , . . . . . . i , � . I , . . - - - - - .:: . , . .�. . I.. w . � I .... i a , .. .I, ; ; I . - . -, - . . ; : " j �..-1 11 . ........ ... - i . . . .. .-� . 1 !I ---:: :- " ",,,," I . . I . i ; : 1 : 1 , '. . " . w ..I . . �0) , , , � : 4 : , . . .... ; .... I . . . w ... . . j . . i . . . . : I . : I ."*'.'. ....... � . - ,r- - ... ; . . � . . . .. .... ; . I . . . . . . " . .! ... : .... . ; I< I : . .- I I I - . .. . . I A . . . . . --",I..w'*w - ...... I----- I ...... . .,w....11 � . . - ... A . .. ....... ..... . ;. 4 - . , .II I . :.:; � I � : I I . . � . I IN , A . I - , t w : .... 4 , . . . A , . � ; ., . , . . w Ill - . -I. . I i . . . . ,.A , - - ..... ... . . .'. $ .... . . ... - - .\1 -'W'- i ; ; . - ...... . .... I . . : , , ..... : : : - - . :. . : e. . . . ­__ f .....,.........J.. : -, . . . . . - I . � .. .... - - , .; � . 'i ------ . . . . ,,* 1. . '. . . t . I ; ..... . . .; I . . . w . . . . " I - _; 1 , .. . 4 . . . ..... i - I ... .... 1. . . -- N .1. I , ."'. I ... w - - .... .... . . : I/ ; , , ! " I I I" ill . . . . . . . - w w . . I .... ... --- . , . . 1_0 ...... .... . .. w . I i 1. W... . ,.� - . w - - 11. Z, * . I . -;- w , , * ... I . . 0 . - ... ; .... '* I lil ...- . j C, ! ! ii I. � . . . ; . t4 ;___ __ _. - - - - .I. - - . - - - -__'i�i.TIT;i . - w , � : � I . 0 - - ,.: _:_ _:4: : t- - ------ �: 7_ - * w A. ­ - 11.,_. . . ­� . . ........... ,-�_ . , . . " * , w . 11 - ,4: . . . I t­ .. : . WWI..-.. I— . � ...... i . -.1 - ; , , w , : ;* , . . . . t . - .* .- ... ­' * .. ... * I' . . . . . . . . I . . : . I . . . . W��/_ . . . . ,_ _.-.,:. : --- 6__ % ... ... :.._._._L_-..:. : .. .... . n .._w. .7. I , Q) , - . - - - .: 1. � - , I . - - . ... - ­.. _ , I . . . . - - � . . . I.i` - - . . � I �, --- - -. - ­­.... - __._i___ ­..... .. : . ... . � . I : . . . . .. ­ ... _.- i'... I _. . . --- . - w I ............. . . . . . - . - ; : .. . .1 . . - - - . , _'111 I , . . , , . . . I f : I ; , i 1, : A � , . ... . . . . . I I ie .. I . . ; .... - . , � FFE=486.5 ... . " FFE=495' .'. - , .. .. , . . : -- ----- --- - w - - :.:.... ; 11,4 , i I ... ­. .... W .. .... : I . ; - - ... : : ... . . . `c , . - -- . . 11 - : . - 11 ... .... I ... I'. ... _ ..;.. . ... , W.. / ... .... I .... ­ I 11 ; � - 1. : - ..... . .1 . - II � 1. I ; �.. I I.. : . : - .. -_ - -.-.-. . . . : " ! �.' . ! . I I ! . / : .� .. � , I. 4. .... ­ . � .. � t . ... ... . , I . . . . . . I . . I 11 P I � I I I '. -4 11 . . , . . . w : - I . . . . . I . � . . I I . ..... . . . . I a / 11 : t . � . w w . . . w . . .. .1 - . . I . . 11 . . . . . . �*/.*.' ' L W , , ' ' - . t I. . / . . . I , I . I - . . . ... ... .... ­� ­ ­ ­ -­ ­ � . . . . . 't , I . ... . . . , . �. I . � . - . . . _ ___ _ ......­.­ ­ ..._.. ; : . . - - - - - - . w � , , 11 FFE� 482.5 - - .; . I - - I I , . . I - ... i t - , . . ..., - . . _ . ....... I �1. ­ ­ f - ­. ... ... I f w , 1: A , , w / , * * I i . . . - ; I . . I . . , I I ........... . . . . .. I - - - - - - . - .. . 14' 11 11 i . - 1 I j - - . . . . . I . I - I . . . i I i 1� * 1 - : - - : . . . . . . w , , 11 . . � . w . . . . . . w � I � . . . . . . . . I t . w . w . . I I : V " .1 - .. :. - - , - - - - - , , * , , , , , . . � . . . � . . . . . . . . . . � . . . � . . / . . . � , .. � ; . . . . .11 . . . . . . I . . . I . � I . I I . . I . � . w . . I � � . . . _ . . : . . . . . .. � -, � . ... . . .7 '.) . w _i - -1 ,�� , ;;Z.,. _.:_......_ . . . . . .. ..­. - . � - _;_ -,- _1 , . � I . . -..!. I .... � ; ... ..... . . �,�,o ­�� . . I ��. : I . % i I . .;. .: .... : , I . . ; ,!, i . . - . - , , .. i . . . .... ... i �"' . . I � I .. i� -.: � ..... / -....F - I,- .. .1 -, , , z : ! : I - I t : ; . 11 1.-�-..- ,-..'. ". ,'..'..'..' : . . .: j : . . f % ! ; . . I ............... j, : . 't ..... ... 1 : I 11 11 11 : 11 I 11 S . ..., . I : g i F.i .... i ­ - . . " .. I . : I . I Im : 11 I :. . : 1. : . . I : % '. :-�:-�I. I . ! I . . - I I I , : .. : : - : I. i i - - , I I - - - . � .... ... � . I , , : � - : ;..!.. . . ...... ... I I I ­N��** ... ...... ­ ........ ...... . ; .. : . - ... 11 .......... . t . / ­ ........... � ........ � .....- . ...... - ­­__.­­.__.____w ........ ...... . I— ..... . ­­1 .. ....... / . , I ­­­_�1__ - , . . �... 1'..'. I .... �..... ; � i! I ! 11. -�::� % - ... ........ _ . * , . : ...... . . . : . � -- ------- - - .... ........... ­ ... � ........ .... --...-.....I....---- 1 .... . ; ,� ii ................ : : i 11 i:: .­­­ --..-.--.. . , 1 ­ ...... K­ .I-.--_--, - -- � ... �--I�- - tI . ­ . ­ ... ..1-.. ... I : ; 11 : I . t, '. - iL , 1 1 I, .. - , , .�:...:.:. . t . _­ ­Iii­ - - .- -:- -:-:: 1"-::: :-:. %. .: -.- i: --- - ---- . ....... * .... ­ * ........ * ...... * - - --------- * ...... .............­ �.....­­... .......-...I...-- 1 I . I Ii ...j..wALL=480.5 NW5 10i A,,,1,1 i : , ,; ; I Z . ; 11�� � : 1, 1, . . . : f i : 'I, . . , ; ,.:,., :<. i : : i , .1! : - � * , ,, 5. I : ... . .: � . 1. . . -. . . I . . BOW =-473.5 1 / � ­. -, n �- . BOW = 480.5 "" : ! �,""W'..;--v . % : �,�",--', ,�� 11/1; j .... . S : i , ­i_----, . . . . . . ,,,-,-,,, ... I- : I . : : 11 .. N.. , - . . . . ,/ t / I .., I. ,,.,..-.1. '. .*.? , ! I : I � ._�___w...., , . _ ,,� , ". � �, �. � : - i - - . ..... ; �. -, 1 , . : I : a I :, - __. ..., . . : I - , . . ; I " ...... ....: . .1, t ." .. I ..... I ! : . _­ I i i . . ........ i : . . I w .- I . .. i A. - w . . .... -- - I ....'. )­.,��,f :. : : : . I 11 , :. ___30" I 4 E 33 * .;-'!' FiEw '-A' r - . __,_1A,­ I / I ! � 1. 1. C "N"C'RE'SS. IEGIRESS'. ,R� U: ...� : 3 I'- SE.� ,�" ; / .10 I . . I , , , , , i i . I 11 11 11 - .1­ ...:. . ... .A . ..... ... ; ; i .. - , " I '.*, 14� .. ,7r-f- � i RIECI. No. 5 t ,7 1) -1,. ->;- - . I e 1, I //1 .. I I I I -1 .; ) 11 : :,� . " . i I I I . . . . ­ i . % I I .., . , � - , : �\ � __ ' % I, z . : . ...... I ht,1,41; 'ERMINATE)".1 1"Ya I-E.C_ �---,Ilo, 82OP" ., "' 11 �.. . - 11 ; .' .1. . I . i : I "i , : ; i . . i : � f_;,�...e ::.;; . - . . . - .. .. , .. _.... , I - - , . - . " , , , / 11 i; ! f I' `�,`,`.:; ff �'A 'S rw:: �vi "E. N I li. % i I .1 i - 11 , / ..... � ­. - 9 . . .; : � 2 / / : - ... ­... -\__ --- ___' . --/a- ?�_ I . ! I I .­ - � ... 11 ... - ,. . . I -r ".11 - A"053 . � ( . ..... . : I : : I .. I --- i, : ... `�) . . ., w . , ; . / / : ."...- ilt� ­6' : . - _'A % , : 1 I . / : � I ; � I . , . / .. : 1. : . .. . . . . " :,*,: - , * j: ---' . ... ... . --- I ..... w . I. . ",/ .1 - 1 g- , I . : , ; I "I 1: - _'...... _ _. __ _ ....... - - - _ ____ _. _ .. . .... .... ... .. _ - _.......... __ - _. y - I � I ; i - - ; � - - ; - *- . .... ... __..____._..___...... . , - . ­­............ : ; I 1 .� . I . ........ .... .... .... ... ­ ­ .... ... ... - , '. H - � '! - - - -. - ___ . - . , ........ : . ... ... ... .... .... ... ........ .... .... _ ­­ . .... ... .. _...._ . ... .... .... ... ... - _._ .... ... ___ : . .. . .; . . . . . . . . . . � : I.. .......w.; ! : ! .. : --- --- - - ­ L.. i i i - Ir - - - - ". : . � I j , 1 .!. ­ - - . .. _. . . k j - - . .. - .: 1 I : 30' IINCRESS, F-GRf"'S'S f3c ; T-11 I*T;;-'.S 1EAS'EMEN' ' : ! : . - . I:.-..- I _ I. - ; ; : i7.1 . : w - - --- - - - - - I , : i ; - . . . Nc, I� I I �'. - -, . : . . ­ . R E ". - , - _­ : - .1 I . - I . ; . I : : : D T RNIIIINAT D BY RD- - ,No�.%-821f 070371 . . . I - - - 101.. . � . . . � POGGEMEYER DESIGN GROUP NORTHWEST DIVISION (;U.N;5UL`.r1JNU &NUIBEENt; 512 6TH STREET SOUTH, SUITE 202 KIRKLAND. WASHINGTON 98033 (425) 827-5995 r -EXPIRES 1/25/09 j NO. REVISION 00IIIIIIIIIIIII m IT SURVEYED: RV DESIGNED: Pw DRAWN: PW CHECKED,. TAP A P P R APPROYED'. TAP SCALE: 1 "=20' I ONE INCH I I AT FULL SCALE I IF NOT ONE INCH SCALE ACCORDINGLY - - � - I . � - . k LEGEND - . I � / 0: RENIO-N' SAL.A. .Nio- L" iA--02 ­045 f, .; : . - .., I 0 SANITARY SEWER MANHOLE r.-I %.­ SANITARY SEWER CLEANOUT I -,...� STORM DRAIN MANHOLE I.- I] .1. STORM DRAIN CATCH BASIN � (10 STORM DRAIN YARD DRAIN / .--" EX. CULVERT I ... ... 11 I' I _..,.,.I GAS METER ' I 2�11 POWER METER GENERAL NOTES: : r, t r i ; ! : POWER JUNCTION BOX ........... .1 .......... I 1. REFERENCE GENERAL NOTES ON SHEETC4. i "', j 1 _p POWER TRANSFORMER r ----, i I y'd i:­­ AIR RELEASE VALVE ASSEMBLY . 2. ALL DOWNSPOUTS SHALL BE TIGHTLINED TO THE STORM MAIN ON SITE. PLACE CLEAN OUTS AT UPSTREAM ­? .;;-, - . AIR RELEASE PIPE , I . .. -,-,-,­- ,_�_.; ­4";--�­­ ---� � , . :�.­"�,­ ­,,­,-`��1� ,, . I- O CONNECTION. ,. "' - 11z.9 �1, MANHOLE WATER MANHOLE I I I - t . , 3. ALL TREES ARE TO BE PROTECTED DURING _ .. I Ij FIRE HYDRANT CONSTRUCTION. GRADING SHOULD BE COORDINATED NOT I:J.'.1111 WATER METER TREESTO EFFECT THE TO REMAIN. . WATER VALVE 4. PATCH ROADWAY PER COR TYPICAL TRANSVERSE /I ;�� ......... UTILITY POLE ANCHOR PATCH FOR FLEXIBLE PAVEMENT. . : r", 1,1 UTILITY POLE . MB LEGEND: m MAIL BOX , -/ ,,I, `­_ --l" IV , , _1�1, CONIFEROUS TREE , , 460 EXISTING ELEVATION 1�_ -' '�U: "� ". DECIDUOUS TREE - 11 a., SHRUBS � PROPOSED ELEVATION .,. , IV FIR TREE FG FINISHED GRADE ELEVATION /A.'. ,O/M,n�- § , ,��/ffi /"�� " , " V/11/111 PINE m CATCH BASIN, TYPE 1, DETAIL ON SHEET C3 /.;,', � 'Q- 0 CLEAN OUT (BW18B) , CLUSTER OF TREES it ..... ......... . � ......... r_ ! � :... ... I . . t .: : . . 1. : . 1: �­...­ � * *_ 7 " ' ­�' :' ."* �- _: '-. PROPOSED CONCRETE PAVEMENT P.-�-* -�, ................... - .�.../?-. ", "...� I , GRAVEL (� I ........ X .......... ,;-,...! I.... :. -i .1 I : CONCRETE - ­ :.­:.,.".,.; ... I.:: ........ j ... ; .... ......... 7--.� ..... 1. � . ? . '- I I LANDSCAPE AREA I _!.._'..!............... -; I I DATE, VEffncm-. MVD 1988 HORIZOWAL.• NAD 1983/1991 GRADING & STORM DRAINAGE PLAN 12/10/07 191� CITY OF TOWNHOMES FIELDBOOK: "L RENTON PAGE: DATUM 4701 TALBOT ROAD SOUTH DRAWING NO: Planning/Building/Public Works Dept. RENTON, WASHINGTON . Y&L INVESTMENTS, LLC SHEET: OF: �►u.•u•.ii•►reirs -� 0.5% BOTTOM FLOW OU T SLOPE �11 SEE DETAIL THIS SHEET, FLOW RESTRICTOR RISER A VAULT BOTTOM PLAN VIEW SCALE: 1 "= 5' ill' 170 I RIM ELEV=479 12"0 VENT RIM ELEV=479 ACCESS MANHOLE ,CLEARLY LABELED AS "CONFINED SPACE" INSTALL SOLID LOCKING LII 6" THICK CURB WALL AROUND STEEL ACCESS GRATE VAULT TOP PLAN VIEW FINISHED GRADE ELEV=479 SCALE: 1 "=5' TOP OF VAULT LID =478 OVERFLOW 476.5 CEILING OF VAULT LID =477 6" MIN. F u` 'F" C YER [:)DESIGN GROUP NORTHWEST DIVISION CONSULTING ENGINEERS 512 6TH STREET SOUTH, SUITE 202 KIRKLAND, WASHINGTON 98033 (425) 827-5995 EXPIRES 1 25 09 2-YEAR STORM 471.7 STORAGE PORTION OF NE 1 /4 SEC. 31, T. 23 N., R. 05 E., W.M. RENTON, WASHINGTON VAULT SECTION A -A SCALE: 1 =5 NO. I REVISION SURVEYED: RV DESIGNED Pw DRAWN: Pw CHECKED: TAP BY DATE APPR APPROVED: TAP 12" STM ELEV. IN =466.5 RESTRICTOR NOTES: 1. REFERENCE C.O.R STD FOR RISER DETAIL AND SPECIFICATIONS. 2. VAULT CONSTRUCTION REQUIRES SEPERATE BUILDING PERMIT FROM THE CITY OF RENTON. \I THE STORMWATER DETENTION VAULT WILL BE USED DURING THE SITE UTILITY AND ROADWAY CONSTRUCTION. VAULT TO BE PUMPED AND SEDIMENT LADEN WATER TO BE DISPOSED OF OFF SITE AT AN APPROVED TREATMENT FACILITY A STEPS OR LADDER TOP OF RISER EL.=476.5 STAINLESS STEEL — PER C.O.R.STD 610 5'x10' GRATED ACCESS I PANEL W/LOCKING BOLTS OR EQUIV. FINISHED :GRADE° ELEV=479 I t. I 4" 0 ALUM. qMP, W 0.84" I RESTRICTOR PLATE EL:=471.7' I STAINLESS STEEL PER C.O.R.STD 610 u SCALE: 1 20 ��� NA� 1988 83/1 ee - CITY 0 F w� r VERTICAL NAD 1983/1991 �/ RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 5'x10' GRATED. ACCESS PANEL W/LOCKING BOLTS OR EQUIV. L �F i OVERFLOW 476.5 FiNisHE-u cRaD E INSTALL 18"0 ALUM. HOOD W/SOLID TOP WELD TO OVERFLOW PIPE. INSTALL 12"0 ALUMINUM RISER DETENTION SYSTEM CONTROL PER C.O.R DRAWING NO. 610. 2-YEAR STORM 7V7 —� 471.7 L/D STORAGE 126.5 . C DETENTION VAULT DETAIL"E: `I2/10/07 TOW N H O M E S FIELOGOOK: PAGE: 4701 TALBOT ROAD SOUTH - DRAhiING NO: RENTON, WASHINGTON Y&L INVESTMENTS, LLC SHEET: OF: AR ELEVATION FT ELEVATION SCALE: 1/4" = 1'-0' I I. i� � ELEVATION NOTES. 1. VERIFY SHEAR WALL NAILING 4 HOLDOWNS PER PLAN PRIOR TO INSTALLING SIDING. 2. MASONRY 4 WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER I.R.C. CHAPTER 10 3. CAULK ALL EXTERIOR JOINTS 4 PENETRATIONS. 4. PROVIDE APPROVED CORROSION RESISTANT FLASHING AT EXTERIOR. WALL ENVELOPE PER I.R.C. R'103.8 5. PROVIDE FLASHING AT ROOF PENETRATIONS PER I.R.C. R9s�,)3.2 4 R9m3.2.1 6- PROVIDE WEATHER STRIPPING AT ALL EXTERIOR 4 GARAGE —INFERIOR DOORS. �• PROVIDE CONTINUOUS GUTTERS 4 DOWNSPOUTS @ ALL EAVES, TYP. 8. ADDRESS OR HOUSE NUMBER TO BE POSTED AND PLAINLY VISIBLE FROM THE STREET FRONTAGE. MIN. 4' HEIGHT, 1/2' STROKE WIDTH AND CONTRASTING BACKGROUND. g, PROVIDE STA!RWAY ILLUMINATION PER I.R.G. R303.6 10. SEE SHEET Al FOR ADDITIONAL NOTES. 11. PROVIDE SURFACE DRAINAGE 6' : 10' MIN. AWAY FROM HOUSE FOOTPRINT IRC R401.3 t , f=EB2 02014 �'L4N'' NG EIV r iv NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNEFiZ PRIOR TO COMMENCING WORK. DESIGNER SrI-64L!— NOT BE RESPONSIBLE FOR DISCREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. �E3AN D=SfCaN CzROUF' hereby P�aervea it's common law copyrig t anti other property rights in these plans, ideas and designs. These ideas, designs and plans are not to be reproduced, changed ,r copied In any form or manner whatsoever, nor are they be asslc�ned to any third party, to without first obis intng the express wr T tten permission from URBAN D�SICiN CzROUP. UJritten on these shall have precedence dimensions over scale dlmenstons. Gontractora shall verify and be responsible for all dimensions and conditions the Job and URBAN DESIC=N of CaROU must be notified in writting of any variation from the cTTmensTons, conditions and specifications construction shown by these drawings. All shall be in with the standard builclTng accordant code. CSBGGI� an state and local codes. COPYRIGHT© 2010 URBAN DE81GN, INC. z z LLI cl u �v tu q" a "m re"III pl II INI T, i r 1 I �iw rIi a ���I I I li IIII III; I� a -��ws III��s�IIIII9hIIIPIIIplllnl�lllllllllllalll��l�l� � � ' r T lli� IIIIrI,�l �Illl�illull �� I a"��I�� �I,IVIIV T— ,n h:�1k y 1l,1 l l�h rl�f lll IlII MP�I�II IIIIIII IAI�IPI IIY %%IpPmry IM I�I� M ��\� " O � Z Ilil 'Ili � ,. ��IIIIIIII I t� IIIIIII §� I � Z LH � � ca II;IIIIIuIIIuIII�� 1ulllll "' T'r rll,� II IrFjlllh�lllkln"��ITII'I' �E9 Iglu llilll ll'I°1' Ir 11 111 1pfI[ (�] Jill I �, IIIII IVI`I 11 V/ W pp Y ICII I II IVIu: — II11�IIIII"��R Ibl7 IIIIIII uur 11 ,lu,l+z W \ 1 1 m � - I191'IIGIII'IIuu1I�11<<�y1 Q I;h�lll�llll " I I lug - m ryulll i" 1� I I ��, w Z lll�kl PIIII^uII�VII�II� i I P� va 1— DRAWN 5�': AVA DATE ISSUED: MODIFIED Ste!': ENGINEER: NN REVISION REVISION 0 EsE=— 7 O =tv r- m 'ONT ELEVATION fRIGHT ELEVATION. ETAL GUTTER ,a FASCIA TYP. '' LAP SIDING ::ORNER TRIM ELEV,4T1 ' N NOTES: 1. VERIFY SHEAR WALL NAILING 4 HOLDOWNS PER PLAN PRIOR TO INSTALLING SIDING. 2. MASONRY 4 WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER I.R.G. CHAPTER 10 3. CAULK ALL EXTERIOR JOINTS 4 PENETRATIONS. 4. PROVIDE APPROVED CORROSION RESISTANT FLASHING AT EXTERIOR WALL ENVELOPE PER I.R.C. R-103Z 5. PROVIDE FLASHING AT ROOF PENETRATIONS PER I.R C. R9O3.2 4 RS03.2.1 �• PROVIDE WEATHER STRIPPING AT ALL EXTERIOR 4 GARAGE- INTERIOR DOORS. �• PROVIDE CONTINUOUS GUTTERS 4 DOWNSPOUTS g ALL EAVES, TYP. 8. ADDRESS OR HOUSE NUMBER TO BE POSTED AND PLAINLY VISIBLE FROM THE STREET FRONTAGE. MIN. 4' HEIGHT, 1/2' STROKE WIDTH AND CONTRASTING BACKGROUND. 9. PROVIDE STAIRWAY ILLUMINATION PER I.R.G. R303.6 10. SEE SHEET Al FOR ADDITIONAL NOTES. iI. PROVIDE SURFACE DRAINAGE 6' : 10' MIN. AWAY FROM HOUSE FOOTPRINT IRC R401.3 e FEB2�2014 cilyOfkEt4job pLp,Mt,IiNG DNISION NOTE: CONTRACTOR TO VERIFY ALL DIMENSIONS AND CONDITIONS OF PROJECT AND REPORT ANY OMISSIONS / DISCREPANCIES TO DESIGNER PRIOR TO COMMENCING WORK. DESIGNER SHALL NOT BE RESPONSIBLE FOR D15CREPANT CONDITIONS RESULTING FROM UNAUTHORIZED WORK PERFORMED BY THE CONTRACTOR. U -3.4N DESIGN C3ROUf=' herebyr=serves it's common law copyrigi�t and other property rights in these plans, ideas and designs_ These ideas, designs and plans arc not to be reproduced, change t or copied in any form or manner Uatsoever, nor are they to ba assigned to any third without first obtaining the party, express written pzrmission from URBAN DESICsN CROUP. Written dimensions on these shall have precedence over scale dimensions. Contractors shall verify and be responsible for all dimensions and conditions of the job and URBAN L;)ESIC=N C3f2oU must be notified in writting of any variation from the dimensions, conditions and specifications construction shown by these drawings. All shall be in accordant with the standard building coda. CSBGGiJ an state and Iota I codes_ COPYRIGHT © 2010 URBAN vmGN, INC. II I� ]z 11 O V yyll,�Mu�ll a 4 Z Q, " Z " �I 'f E9 N i W Z _ I411l41I li,PF1��A.. Z } I�I Z °II�'111 13 DRA.UN BSI': AVA DATE 15SUED: 110DiFiED ENGINEER: NN REVISION �1 REVISION Q Fr of ect No,- 'E�,"E_ FEE T PARKING REQUIREMENTS CALCULATIONS NAMBER OFF UNITS 18 DARKING PER UNIT 2• AMOUNT OF STALLS REQ'D 45 Z OF 91x20' PARKING STALLS 1.83% OF 9'x23' PARAL. PARKING STALLS35.00% PARKING STALLS PROVIDED 45 9'x23'PARALLEL x0% 8'x1 6' PARKING STALL 9 23 PA IN EL EKING R INCIN PARKING M AX. AM OU N T AR ALL STALL ALLOWED COMPACT BUILDING COVERAGE CALCULATIONS: GROSS LOT AREA: 411361 FT. TOTAL BUILDING COVERAGE: 13,166 FT. TOT,> L DUILDING COVERAGE: MAX; BUILDING COVERAGE: 31.83 o 35.00% IMPERVIOUS SURFACE COVERAGE CALC.: GROSS LOT AREA: 41,361 FT. TOTAL BUILDING COVERAGE: 13,166 FT. TOTAL PORCHES, LANDINGS SIDEWALK AREA: 1,656 FT. ACCESS ROAD AND DRIVEWAYS (1NcL.CURBs): 12,727 FT. TOTAL IMPERVIOUS SURFACE AREA: 27,629 FT. TOTAL IMPERVIOUS SURFACE: 66. 80%, MAX. IMPERVOIUS SURFACE COVERAGE: 75.00% LANDSCAPE REQUIREMENTS CALCULATIONS TOTAL NUMBER OF PARKING 45 K2 LANDSCAPE AREA PER PROPOSED 15 FT. ffhl'I46-9)L'�FE�TE�\LA-REA REQ'D 675 F LANDSCAPED AREA PROVIDED - 2,921 F LEGEND PLANTED GRASS CONC. IMPERVIOUS ARA LANDSCAPING STRIP AREA. (NOTE: --LANDSCAPE AREA ON STREET) FRONTAGE TO BE A MAX. OF 42" HIGH FOR LINE OF SIGHT. 0 _o z SITE PLAN T. SCALE: 1"== 20'-0" TAX ACCOUNT: D 312305-0909 a20�4 DEB 2 OWNER: REN10 YL EN TERPRI ZES OOZY O pLNNING DNISION LOT BUILDING IMPERVIOUS COVERAGE CALCULATIONS STREET ADDRESS: 4701 TALBOT ROAD SOUTH RENTON, WA.' 98055 URBAN D`SIGN GROJR hereby reserves it's comr-or copyright and tither property law rights in these plans, ideas and designs. These Ideas, designs ona plans are not to be reproduced, - changed or cabled in any form or manner whotsoover, nor be assigned to any third ore tl-ey to party, —ithout first obtaining the express written permission, from DESIGN GROUP. Written URBAN dimersions on these shall have precedence over scale dimensions. Contractors shall verify and be responsible foi- all dimensions and conditions of the job and URBAN DESIGN GROUP must be notified in writting of any variation from the dimensions, conditions and specifications construction shown by these drawings. All shall be in accordance with the standard building code. ISBCCI) an state and local codes. COPYRIGHT© 2010 URBAN OESIGN, INC. h W CK 0 (D mow✓ O 11 O 11 Z_ M 0 J U W � 0 � Q 0 U 1 -- 0 � � J o- m l L0 a 00 z ; L9 o LM �- 0) -n w z LIJcz ® E o� QUJ z (f)w Q z� m Uj co m cr�� w z o N < cl� CT) n f` DRAWN BY: AVA DATE ISSUED: 12/20/13 MODIFIED BY: AVA ENGINEER: REVISION 0 REVISION 8 N Project No.: 13xxx SF-1�ET 0I= l