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HomeMy WebLinkAboutzW-4113Set�, CONSTRUCTION NOTES: CM 18 / \ ` \ 00 Ir-/ \ \ D INSTALL %" WATER METER WITH SERVICE LINE Q INSTALL CB #1-TYPE 1 (PUBLIC) WITH VANED GRADE @ CONSTRUCT (3'W x 35'L x 2'D) FOR L0 �` s' F / \ _ _ _ �\ (BY SOOS CREEK WATER AND SEWER DISTRICT) PER COR STD. PLANS 200.00 & 202.00 SHARED DRIVEWAY (1,443 SF) i - - - - - - - - - - - - - - - - - N89012'35"W 89.93' r`�,, - - \ STA 10+03 (15.5 LT) INFILTRATION TRENCH (LIMITED INFILTRATION) O O 44.96 - \ - - - - 2 STA 10+45.50 13' LT I 30" DEC / 4'i�� DE 1 \ ( ) RIM=410.58 O CONSTRUCT 16 WIDE DRIVEWAY ENTRANCE SEE DETAIL 2 ON SHEET DT1 O Q ���, i \ PER COR STD. PLAN 104.3 N ------------, \I IE (E)=408.31 ®INSTALL 5 LF 6" ADS N12 SD 2.00% w r - - - I _ 16,1 D I � \\ 12s" DEC I, @ L I' 1 I ,/ I \ @ 8' WIDE PLANTER STRIP WITH SOD. PLANT EASTERN REDBUD, U 16 INSTALL CB #2-TYPE 1 (PUBLIC) WITH VANED GRADE - - - - - - - - - - - - - - \ I r I (CERCIS CANADENSIS) (2" CALIPER). INSTALL CB #3-TYPE 1 (PUBLIC) KEEP 5 FEET MIN. DISTANCE \ v N SEE LANDSCAPE PLAN FOR MORE DETAILS. PER COR STD. PLANS 200.00 & 202.00 © WITH VANED GRADE FROM INFILTRATION TRENCH \ /\ / ���, STA 10+45.50 (15.5 LT) PER COR STD. PLANS 200.00 & 202.00 WALL TO ADJACENT - - - - - , \ \\ \\ / 4 INSTALL MAILBOX PER COR STD. PLAN H027, H028 & H029. CONTRACTOR TO RIM=411.32 , O IE (W)-408.51 STA 10+88 (15.5 LT) PROPERTY LINE`& ," I \ ,/OORDINATE WITH POST OFFICE FOR ACTUAL LOCATION & - ' ` ' 14" DECDEc IE E-408.61 RIM=411.74 15' FROM BUILDING CRAW SPACE I \ ' PROVIDE POST MASTER APPROVAL PRIOR TO PERMIT APPROVAL ( ) IE (W)=408.81 AND BASEMENT (TYP) i ' ~ PROVIDE TEE SECTION � � - � O5 CONSTRUCT 4 THICK CEMENT CONCRETE SIDEWALK IE (NE)=408.91 Q _ 1 PER COR STD. PLAN 102 1@ INSTALL 40 LF 12" DI SD @ 0.50% (PUBLIC) 6 INSTALL 5 LF 6" ADS N12 SD 2.00% J AT THE OUTLET PIPE - - - -A - ` ,' � © @ (DESIGN AT THE TIME OF \ 18 \ - - - - © CONSTRUCT 5' WIDE ASPHALT RAMP 18 PROPOSED 5'W x 321 x 2'D I� / BUILDING PERMIT PHASE) \\ SEE RAMP DETAIL ON SHEET DT1 ROOF INFILTRATION TRENCH 0O I (TYP) _ _ _ _ _ _ _ (LIMITED INFILTRATION). PER COR STD. PLANS 252.20 & 226.00 1 % ' � ------ CONSTRUCT CEMENT CONCRETE TRAFFIC CURB & GUTTER O r ` O7 SEE NOTE BELOW O 0 i FG=413.80 , �• \ PER COR STD. PLAN 101 CD I � •� ; 30" DEC I _ R�� I --- L- -----------\ 19 INSTALL 11 LF 6" PVC SDR 35 SIDE SEWER STUB FOR LOT 2 @ 2.00% MIN. O -- ® CONSTRUCT SE 173RD STREET IMPROVEMENTS 0 z 1 24" DEC.:O :::;\ PER TYPICAL SECTION ON SHEET DT1 „ `Q \\ s" DEC I - - - @0 BEVELED PIPE END WITH (8 x 6) APRON OF 2 -4 QUARRY SPALLS Q o 0 SAWCUT AND PAVEMENT PATCHING IE=409.30. PER DETAIL 1 ON SHEET DT1 V = \ �1----------- PER COR STD. PLANS 110 J L U \ ^' / , ..: Q.:.:. @CONSTRUCT ASPHALT SHARED DRIVEWAY © CB #5-TYPE 1 (PRIVATE) WITH VANED GRATE :ca :'.;::'; ;;::';: 10 BEVELED PIPE END WITH (8' x 6') APRON OF 2"-4" QUARRY SPACES PER TYPICAL SECTION ON SHEET DT1 WITH TEE SECTION ON SOUTH OUTLET - (� ' N ' I IE=408.15 PER COR STD. PLANS 200.00 & 202.00 \ , a ,�, PER DETAIL ON SHEET DT1 © (PRIVATE) STA 10+45.50 80' LT 1 , \ . O.:'':':'':':'':':'':':.':':. o CB #4-TYPE 1 PRIVATE WITH VANED GRATE ( ) V.T NN WITH TEE SECTION ON NORTH OUTLET RIM=413.00 18' INGRESS, EGRESS & - _ 11 INSTALL 36 LF 6" PVC SDR 35 SIDE SEWER STUB FOR LOT 1 @ 2.00% MIN. PER COR STD. PLANS 200.00 & 202.00 IE (S)=408.50 UTILITY EASEMENT', w PER SOOS CREEK WATER AND SEWER DISTRICT STD. DWG S-4 1 o STA 10+45.50 (33 LT) 11 ° LOT 8 15 LF 8 DI SD (OVERFLOW) @ 1.80 (PRIVATE) 1 INSTALL 11 LF 12 DI SD 1.45 /o (PUBLIC)LO RIM=411.76 1 LOT 2 0 - w 5, 395 S. FT z Ir ° I E S -4 ti gala 10 40 LF 12 DI SD @ 0.50 /° (PUBLIC) ( )- 09.00 Q I( :'� 5 396 S . FT 1'.'.,ily', A.: . INSTALL 10 LF 12" DI SD @ 3.90% (PUBLIC) O 0) // \ :: •: •I.•:.::::9`;::::::: PROPOSED GRADE @ w :• w FLOWLINE 420 p p ~ 420 4.I I s" cED I :.. ] : .,.f . CN U z ? Q EXISTING GRADE @ > z ? Q rn C� rr o m +o w z ROAD CENTERLINE w z o I II cn�0 ��� ti m \\ - // tr I , ` �,_----_ 416 1-1 1 o U H Up�U) ULU p�� U 416 T w Q -wW II UI � W WW W _ - \ \ - - ].': .'.::.'.::.'.:.:.;::' 3 --- 412------- -- --------------------- 412 Sze G \ - / -L--_--_ _-------- - -- 1 I ' � W FIR \ r - '• • • • • '•, .':C'•:•�:•,':':�':'� t\ / � \ _ - - - - 2.85 /o �r FIR !' 40 - --- --------------- -- --- ---- ----- -- -- ------ ------ ---- --- OS ^•.: --- -- - , N N\` i r�:� 10" DEC 11 --------------------- ----------------- --- --- - 19 - ------------ - ------------------ - rr EX. DITCH 8 4 [::::::'I.::::.::':. I I - - - - 40LF12 DI SD co Z 'i \ \ / FG-411.82 I CB #1-TYPE 1 40 LF 12" DI SD CB #2-TYPE 1 @ 0.50% I \ / 6" FIR 1 r I `, 20 DEC I I E=408.15 STA 10+03 15.5 LT ° :'::'::L 1: :.: . .... .• � II \ \ I 404 ( � ) 0.50 /o STA 10+45.50 (15 5' LT) IE=409.30 404 U\ :.: .... \ / 11 LF 12 DI SD RIM-410.58 „ RIM-411.32 CB #3-TY E 1 o 12"C,1 '� 2 FG=411.93 EX. W o/ 6 I� \ / @ 1.45% IE (NW)=408.21 IE (W)=408.51 STA 10+8 (15.5' LT) 10 LF 12" DI SD 0 1 t I ` , FG=412.09 - - I. \ / IE E =408.31 EX. 10" SS IE E =408.61 RIM=411.7 3.90% Q \• P \ / 1 FG=411.86 \ 5 r ( )- - - - - 44.96' ;:;.:: 96' ` 6 400 _ / _ 40 IE (N)=408.73 =_----------------------- �.. . - - ---- - --- -- -------- D I 4 -- _ _ o an FG=41�1.62 \ D. /--------------------------------------- - ------------- D 1 'D. . D 4 ¢____-- --- __ --___ - _- Q1bl'..:. •. ' o D v 0,?-------------------- ---------------- ' '\ EX. 6" S S CROSSING 396 , I , 1 1 1 1 r .. (n _6•'' a 1: �C 1 1 1 , ,', 1 1 I l i l l l . N I ! I r l i t 1 1 1 1 1 l i .1 1 ,, . l i l l l l i l I! 1 r 1 t!, i l 1',','r i'1'1'! 1'1'1'1'1 :• 1` - - - - - - r= _ _ \ 1 t 1 1 1 1 1 i 1 ' 1 ' 1 1 ' j = 1 ' 1 i 1 1 q2 �CO�G ' ' 1 ' 1 ' 1 ' 1 ' t 1 ' 1 ' ' , ' , ' , ' 1 ' , i 1 1 , t , ' , , ' , / , t , ' , i _ C 1 ------ _ --- 1 1 ! P rl 1 1/� 1 1 1 , 1 0 21 - V ----- 39 NEW 6" SSS twi' 1 i7, 1�� ;J i 1 , 11 1 1 r 'i , T 1$1 - --------` --_ _4•-1 '� ; �; -- - ---____---- CROSSING-' EX. GROUND - /__ ' 40�_9_ a 1-1---r-r-,- -r-r-y-*-r-t- - EPROPOSED EL ^- _ 1 1 t t 1 1 1 1 t 1 1 1 ! 1 1 1 1 '. ---- -- 1 1 -i-, /i 1 1 �1 -1- i I r 1 1 i '! -- - ---- --- t 1 1 1 1 t 1 t - ---------- 411--------- _ E (T P) E (T P@ ' � IE 39 81 ROAD CENTERLINE Y FLOWLIN Y -, 1 1'1 -_ -_ - °l , 1 1 ! 1 1"r , 1'-ri' '--J_1_L _,_,_ z . ''\'•'''.' 0 1 t 1 1 1 , , , , 1 1 1 1 t 1 1 1 1 - ----- O - - - _-.: - -- - - ---- 1 O ti ti ti ti °--------- - --= - -- - -- - - - - ------ - - -- ---- - - ---------- ----- IN O 00 O N �\ - - - - _ Ln O N CD - - I 407.64 - - - - - L O O N N N 1 =40 : -- -- - - - -- -- - - O �.9 . - - - - - - - - cn - - �41.1:. . =4 F . . �.�. •':fit . D�':. W .......... W .• .....' .' ..'.:.• .• :..: t1V:':.:.::•::.::.::':':':':' ':.:•':' ' •': ':::':' '.•' ' W L':... - - - - LL - - - - -`" 9+80 10+00 10+20 10+40 10+60 10+80 11 +00 11 +20 cn 7 [..:.: 9 g 16 1 1 SE 173RD STREET -PROFILE 00 _ W-41 1301 10+00 �•: I " EX. 8" WATER MAIN o -' - - I 1- N89 13 01 W 303.43_- -- 11+00 ROOF STORMWATER INFILTRATION R-411304 \ SS - S SS SS SS �'SS, SS s - SS - TRENCH WILL BE DESIGNED FOR THE N REMOVE EX. CULVERT EX. 6" SS STUB --_ _ NE SAWCUT & c I EX. 10" SEWER MAIN - -- TOTAL ROOF AREA OF EACH HOME BUILT w BENCHMARK; SE 173RD STREET FOR LOT 1 ASPHALT CB MATH EXISTING PAVEMENT ® HORIZONTAL GRAPHIC SCALE ON EACH LOT PERMITTED DURING THE IN COMPLIANCE WITH CITY OF RENTON STANDARDS co - FOUND TACKS LEAD RIM=411.18 2 10 5 0 5 10 Nt N ELEVATION-405.37 - IE=406.48 12"CMP (w) ® BUILDING PERMIT PHASE. ROOF ° p tl = 12"CMP E INFILTRATION TRENCH FLOW CONTROL DEVELOPMENT ENGINEERING N: 166 214.27 CONNECT TO EX. 10 SEWER MAIN 1 inch = 10 ft. � o BMP COVENANT REQUIRED WITH BUILDING jchavez 12/11 /2020 zl E: 1,303,042.88 IE=397.81 (FIELD VERIFY) PERMIT FOR RECORDING. FOR EVERY ~ SD SD SD VERTICAL GRAPHIC SCALE Q SD SD SD SD SD SD SD SD SD - 5 2.5 0 2.5 5 1,000 SQUARE FEET OF TRIBUTARY J I Know what's belOW ° IMPERVIOUS SURFACE, 144 CUBIC FEET OF � OHP OHP OHP- OHP OHP- OHP OHP OHP OHP Call before you dig. 1 inch = 5 ft. VOLUME IS REQUIRED (14.4'L x 5'W x 2'D). JOB NO. SURVEYED: SCALE: NGOCHAN SHORT PLAT DATE: 0 E H. p VERTICAL: NAVD 1988 10-10-2020 o r' L LCC& OF WASgJ R18325 DESIGNED: NONE HORIZONTAL: 10814 SE 173RD STREET FIELDBOOK: J � �H. H. PHAN PAGE: Land Planning •Civil Engineering DRAWN: CITY OF RENTON, WA 98055 z ~ DRAWING NO: Q N H. H. PHAN DATUM ' RENTON SITE PLAN = 5130 South 16p6tphpLane 4281 /0-10-Z 2 CHECKED: ONE INCH SeaTac, WA 98188 fO� ��GISTERF� ��4 AT FULL SCALE Plannin /Buildin /Public Works Dept. PG1 U �SSIO E��\� SCALE EO ONEI ACCORDINGLY g g p ROADWAY DRAINAGE UTILITIES SHEET: OF: O 0 T (206) 229-6422 NAL APPROVE°. PLAN AND PROFILE 4 11 z 0 N0. REVISION BY DATE APPR