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HomeMy WebLinkAboutR-394406• #33 CB TYPE 1 38 LF 8" SD @ 3.5% i i SD#14 CB TYPE 1' 1 5 6 PROPOSED ROW l0C2.21 1 5 6 W/ SOLID LID / \ R RIM=348.55 RIM 349.30 C`2.22 C2.2 C2.2 DEDICATION LINE cc� C� CONNECT TO EX 12" SID IE12"(S)=345.35 IF 8 (E) 345.55 „ IE 346.5 (8 S) OU RIM 348.53 I Vol \ 7 LF 8" SD @ 0.5% MIN SD#15 CB TYPE 1 1 5 6 Q IE 345.00 (8 E) IN EX IE 344.77 (12" N)21NIE IP / / _'� �- - - - --= --_ -- _ � �' � cam' c� c 2.2 W IE 344.77 12 s OUT G LE AVE �� 1 5 6 9D#12 CB TYPE 1 ��"9 BIORETE ON AREA #2 BTM EL 348.80 c� EIM34 (8'� S) OUT SD#15A CB TYPE 1 C2�-� RIM 350.04 57 W N N WOOD N o c`2�2 c�2J2 c�2�2 RIM 349.10 � 7 LF 8 SD @ 0.5% MIN _ 22 PLAT) CALCULATED CENTERLINE + IE 346.33 (8 E) IN � SURFACE AR� 59 SF IE 346.97 (8 E) IN IE 346.97 8" W OUT 2.2 SD#16A CB T PER PLAT - MAY NOT FIT \ 31 LF 4" SD 346.33 (4" W) IN ( ) `-' BIORETENTION AREA #3 BOLT -MONUMENTS To W. W PERF @ 0.6% 346.33 (8" S) OUT _ - _ 106 LF 8" SD @ 0.6% BTM EL �9�6�348.8 c2.3 RIM 350.33 ___3 96 LF 8" SD @ - - _ URFACE AREA 51 SF `J IE 347.55 (6" E - - - _ „ 0.6% \ IE 347.55 (8" W ❑ ° -- ---- SS ^-- _ - N88 58'S7"W 5 .75' - = _- \ \ o a p _ -CB ' /I _ _ \ RIM=350.27 5 5 r SQ#32 TYPE 1 ;Poe;; - _ - - - - - - - - _ - ------ - - - - - - _ _ \ SD416� c2.2 c2.2 c2.2 RIM 348.70 - art-� \ o S RIM 350.34 2 % 6 IE 346.03 8" W OUT 0 ) o.:. ::• O' - - S il' - - _ - -� -rI \� - / / _ _ � \ / _ / _ _ s9, /I o ( „ IE 347. l C2.3/ ,d - - - - - PER 64716'�4 PLAT & R # / i' � it � , ° � -- - ----- --- I it '7 I -- CONNECT 6» 2� SD#13 SDCO I c0 / _ __--- ------ - - ° ° S D / P PM c� 0 NNECT 6" �; %I / -- C'/ %I al ------,-----� - ' ' ° ° PER PLA - FROM IDS c# \ EIM34b.52 6" ( ) I SD FROM 1 = I ------------ =�- ---------- - i / ° °------�471Fi24 ------ ---- ;♦ @ 2.0% MIN a R 9 1 N US @ 2.0% ; CONNECT 6" I 1 BLDG 4=--------- - - _ ♦ ♦♦ TYP) - SD#10 SD__ \ MIN (TYP) PERF SDI ' FROM DS - 1I >, 61 LF 8 SD @ / FFE 350.50 S1171417B SDCO \ ss 7 Call 3 Working Days Before You DIG! 1-800-424-5555 ' d C2.2 C2.2 '�C1 IN OUT IC2.2 SDMH RIM=350.72 IE 6" W 347.0+/- A IE 6" S 345.5+/- I \vl IE 12" SW=345.5+/- ❑ IE 12"NE=345.19 / r INLET RIM=350.16 0 10 20 IE 6"NW=349.3 Q Scale 1 "=20' C2.3 RIM 349.10 L , \ » /- 000 IE 346.E (8) 1 - - ' 0.5% 2 84 LF 8 SD @ 0.5% 000 0 0o s " OC I W @ 2.0% MIN '- i RIM 349.46 SD#18B SDCO CONNECT ' o00 0 00 cN _ /I- /I- /I 1 - / K z (TYP) '' ' 6 LF 8" SD IE 346.08 (8) C23 SD#17A CB TYPE 1 1 5 6 RIM 350.48 6 SD FROM / o°0 00A,o o 000 0�q 0 2so L ( ) DS @ 2.0% , 660 0 0 o'e oQso°o 0 o o BIORETENTIO ARE / ° ° ° ° ° 00 0 ° ° y o � / I � � SD#11A SDCO � W/ SOLID LID c2.2 cz.2 c2.2 IE 346.7 8" cz.3 � C� i BTM EL 347.9 \ g ��' _ I RIM 349.14 2 RIM 350.34 MIN (TYP) 1 0 00 0 �s SURFACE AREA 30 SF� I \ /� ' ' a .4 ' i IE 346.05 (8") C2.3 IE 346.49 (8"' E) ,1N ' = ' 0°0° 0°0° I 1 ; BLDG 1 a / 7 IE 3 6.49 (8" W IN 51 LF 8 SD 7 SD#9 OVER LOW DRAINI \ z M , FFE 349.25 ----------------------- a a ° qSD#1 c2.3 RIM 348.4 / I I lil 1 , 1 2 a a------�---� --o ---- -!!111-------- ------------------==---_°--'- ---�� � CB RIM=35o.55 �i » LF 8" SD @ 0.5% ° b a . 1 A a / / 1, //' \ IF 6"N-349.0 IE 346.4 (6f . O �� 1 ��/_�/��/��/��/��/��/��/��/��/��/��/��/��/��/��/��/-� -�/�� �, /_ _� ��/��y_�/_�/�•� _� _� �/_ /mayy /�� �/ / / � / � fir•• 1 5 6 SD#6 CB TYP 1' / BLDG Sj /\ ' � a I \, • -� I; �� I,, I, ��, I,, I,, I, - - c2.2 c2.2 c2.2 RIM 348.40 ONNECT 6 C" ' 90 LF 8" SID _ _ o SD FROM , ' ,. , ' , /, 15 L 8 SD @ IE 345.65 (8" NW) IN I / 1 /I - / `.� /I F 1 ' , @ 0.6% 1 SD#11 CB TYPE 1 o IDS @ 2.0% ;' , - ;- 0.5% MIN 2.5% SLOPE IE 345.65 (8 S� IN I " = 1 RIM 349.11 MIN (TYP) ;l;- • `I, IE 345.65 (8 S) OUT / ,' , , ° IE 346.02 (8 N) IN ° SD#7 SDCO - ' I % ' IE 346.02 8" S OUT 7 L F 8" S D@.; / C� RIM 348.64 a ' it \ v / ° IE 346.0 (8") 0.6% i - 73 LF 8" SD 5 LF 6" SD @ o E 3502 / » /� 5 6 IE 346.0 (8") j -`I' I ° ;- / 26 LF 8 SD @ 0.5% ° @ 0.5%' 3 6.8% a , C2.2 c2.z c2.2 / - 1 ---- SD# O FLOW DRAIN SD#7A CB TYPE 1 ' - - ° ' 1 5 6 i 1 a -� `� RI M 3 0 - -/ ° ; ' D#21 CB TYP 1.. c`22 c`22 c`22 W SOLID LID I (» ° ° ° ° ° ° °'° , ; •� RIM 349.8 / 1 '- IE347.5 6 0rt � RIM 348.62 \ ' \ ° �IE 347.63 6" SE IE 346.00 (8" NW) IN ��' i i ' ENT10N #4 ° ( ' T / I - a/ IE 347.63 (8 SW i - 1 1 C2.3 IE 346.00 (8 SW) IN / 0.5 \ LU `' "-- ' 57 LF 8" SD IE 346.00 (8" SE) OUT \ z ,- ----- ' ,I= SlUf��C 7 Eg 22 �S0 / _IFdCO ° c� c7 c� " __ o. �' _ @ 1.2% ' / '/ �/ i SD#31 \ /I 21 LF 8 SD @ 0.7% o a / - / I/ 4 F / ° 2A SDC0�2 - SIMI, SDCO / RIM, 50.22 / IE/ 48.0 LEGEND PV SD#18A C RIM 349.9 2 - - PROPERTY LINE IE 346.8 / -350-- EX CONTOUR (INDEX) S 18 B,rtYPE 1� S ID; ID C2.2 C2.2 C2.2 EX CONTOUR 49.99 350 PROPOSED CONTOUR (INDEX) 46.191 (8" S IN IE, 34/6/91 (8" OUT _ 349_ _ PROPOSED CONTOUR RMFiLTER 2� 2 L 8 SD@0.5% ° c /I - - /I= -1/ _ - /I - /I /I /I ,p 14 LF 8 SD @ 1 .1 % / ° ' C2.3 ' \;/ - / - I;- - I; \;/ \; ° p RIM 349.96 ,° / / RIM 348.9 » �� :'.� { Q I i! /I % /I /I - - - ° �. IE 347.0 (6) - / / IE 346.68 S)-OHTz / ; / / IE 345.5 ' ,, 2 SD#8A SDCO ;, r , , - p a 23 LF 8 SD @ 3.6% RIM 348.26 \ a^� 'I �I�k9 , / 1 1 LF 8 SD / / \ / / c� / �- 59 LF 8 SD / IE 346.38 , IE 346.1 8» 1 / soDD ""� _ a a ♦ @ 1.2% DS i / - / / ' f' - / SD#30 c6 = 2-54 7� SD#20, SDCO RIM 34877 C2.2 c2.2 IE 345.77 NE RIM 349.96 c2.3 i / - , / / \ ( ) / / �/�� ��/- IN I / il= Iil- it a s a IE 346.8 i6") i/ ;I' ,I- ,I / r !, 47 LF 8 SD ;-/ ;-/-/ , IE 342.8 ( SW) T SD# 5 STOR HAMBC \ 1 = _ / I @ 0.6%' � 25 LF 8 SD @ 1.2% DETENTION FAC LITY >03.5 S) � -� ;� \;/ � � I/ / � � / , ;� // 9� BOTTOM OF CH MBERS 344.0 �/ o / yo^ ' i \ IE 344.00 / BLDG 3 % , L �' / FFE 350.25 / / / / _ / / , f Q N I i { �, i � � "A. CB TYP � - FOOTING DRAIN (TYP) CI 2 3 1 5 6 SD#6A CB�PE - = I \ \ N 1 , / a ,' M 349.8 AL ACCESS RI ,ER cz.2 cz.2 c2.2 RIM 348.40 �I 1 87 4 96 LF 8 SD @ 0.5% �/ _i » �' N 1 ' » IE 345.92 (8 S) IN I I , BLDG 2 / 69 LF 8 W/ SOLID LID C2.2 ' '%i' /I vim' C2.3 IE fir, 9 ('>� N I = FFE 348.75 1 `I% �, SD @ IE 346.53 (8" NE) IN LOCKED LID ' - IE 346.53 8 SW IN 'I 'I " 1 5 6 I � � I - /I 1.0% ( ) I - I; I; / S�#19 B TYPE 1 I �I i _ /`. / IE 346.53 8" NW i i �/ �,1.5% SLOPE c2.2 C2.2 C2.2 ,I CONNECT 6 - / _ / _ i - ( ) ' = it i_ / i oo IM 3 _ .07 76 LF 8 SD @ 0.5% i z 1 = , » ,- I, ti " I 1 - I � -�`1;- / / � / �✓� / �"� ,� IE 3 .39 (8 SW) IN PERF SD / , -/ � 8 LF 8 SD @ 2.5% / / �/_ , » f I ' FROM IDS SD#4 FCS 1 IE 7.39 (8 NE) OUT SD#8 SDCO I 1 / ,0 eC23 RIM 347.67 J `/ `/-@ 2.0% MIN / / / _ ,,„ I '/I , ' ' _ - I =�- \' / � 94 LF 36 SD 1 IE 346.5 (8) _-, (TYP) ' / / RIM 348.83 ' / _;/ / / �� / DETENTION PIPE @ 0.0% C 2.1 II IE 343.8 (8" NE) _ Shift CONNECT 6 ' ' IE 343.8 8 S - A 2 SD#6C SLAM storm 1 SD FROM I� ;- t \ ( ) > / CJ - #28 CB TYPE 2-54 1 / �/ /_ /, � � `.� %�' Imo\ ��-i�r�' / / c2.3 RIM 348.59 \ line to IDS @ 2.0% , �89 LF 8 SID / ,I ,- \ IM 348.31 IE 346.4 8" \ MIN TYP �0D ' I @ 1.2% / IE 343.E E N ( ) ��ex ( ) _ / \' / .� / .' / '\ \ 'I' 7 LF 8 SD / , IE 342.8 (86»SNE I IN C' C2�2 ' c E 8"(E)=342 I \ ° 1 25 LF 8" / I @ 39. �" ( » ) ' / / / \ IE 342.8 36 SW OUT _ 58 LF 8 SD , �i / �������� 22 LF 8 SD @ 0.6% @ 0.6% , - / LANDSCAPE PLANTER ru KIIvI j4 . / I �/ / �/ / SD#29 STORMFILTER CB LocKE I �� , ;% SD#6D SDCO `I%I/ �I / I / ,I - 1.7% SLOPE / , \ / / _ 1 / / - / = �' / Q ,'/ - SIDE SEWER PIPE 2 SD#6B SDCO \ I %i, I� RIM 348.53 �� �,-� '� a� �`. _-Q -��,- ,'I/ / � 3 C2.3 RIM 348.70 / IE 346.3 (8) / / / �/ / / /_ _ _ _ ' - / / a / RIM 348.2 /I - /I �/I /I - /I - - /I - /I /I /I - / (" ) cz.1 SEWER CLEANOUT IE 346.5 (8) � � � � � /; c( 23 1 I' � _ _v _� -� / - I -�I, -�I, - , / �I, -�\, / \, / I, -�I, , - I / •° % // / ,� ,/ '..��i / IE 346.2 8 W OUT SD#1 CB TYPE 1 ' ` `.� 11 LF 8" SD _ '� -` � -` � WATER METER " 24 LF 8" SD @ 0.5% - - @ 0.6% /i/ �/ / 72 LF 36 SD DETENTION 1 5 CONNECT TO EX 1 SD _., � i � I � I � / � /- /- /- ;- I, / � / /i PIPE @ 0.0% C2.1 cz.z cz.z - - - SLOPE- WATER SERVICE LINES �� RIM 345.42-, ! l IE 342.1 (8" E) IN \ _---------\ - --- _5.7% SLOPE- / - =/ 3.6% / „ c2.3 a - -- ----- /-- ' - `' - - ' 71 LF 8 SD @ 0.5% EX IE 342.1 (12 ) IN EX IE 342.1 (12 ) OUT O - 6.7% SLOPE �$. # SD#19 SDCO + IRR. CONTROL - - - - - - �- - - s RIM 349. ACCESS RISER // i L SD#2A CB TYPE 1 h f i �, M a , a r- - - - - - - - - c� _ J / / 4 RIM 349.74 c - - ACCESS RISER IE 347.74 (8") xxx� SPOT ELEVATION FF 78.0 FINISHED FLOOR ELEVATION PROPOSED BUILDING CONCRETE PAVEMENT PERVIOUS CONCRETE PAVEMENT BIORETENTION PLANTER PERVIOUS CONCRETE PAVER ° ° ° '7 °°°°° FLEXIPAVE o°oo°o°o°000000000o GRASS -FILLED GEOBLOCK SITE WALL VERTICAL CURB SDCO TRENCH DRAIN DS STORM DRAINAGE PIPE FOOTING DRAIN 0 STORM DRAIN CLEANOUT • ROOF DOWNSPOUT CATCH BASIN TYPE 1 H �H 0 I- Z _ W C2.2 RIM LOCKING LID ° - o ;; - - - - _ ��' SD#27 CB TYPE 2-54" IN COMPLIANCE WITH CITY OF RENTON STANDARDS RIM 346.56 = i - (a:)IE 342.42 (8" E) IN I N `I / " / RIM 348.56 ( ) o -- -_ -_ 56 LF 8 SD @ 0.5% 2 7 C� IE 342.42 8 W OUT I - -� - - - -- ' IE 342.8 (36" NE' IN { SD#3 CB TYPE 1 --� - _ SD#25 FCS 2 CB -78D#26 STORMNL - \ 100 LF 36" SD IE 342.8 (36" W) OUT cam% Cam% a UP .1W/SOLID LOCKING LID S%rlr�TYPF=- - -o- = DETENTION PIPE @ 0.0% SD#2 STORMFILTER CB C22 RIM 347.70 7 LF 8" SD nip RIM 347.45 19 - 1 I IE 342.7 (8" N) IN @ 1.4% c IE 342.8 (36 E) IN .9 (81 N) OUT RIM 347.00 1 I C ,2 IE 342.7 (8" E) IN (200s2 c IE 342.8 (8" W) OUT IE 344.7 (8" N) OUT C� II I IE 342.7 (8" W) OUT ADDENDUM #3 4 28 17 0 of WAsgI� ADDENDUM 4 5 5 17 SURVEYED: SCALE: DATE: 1932 First Ave �+ tiw G� » r HORZONTIAL: NAD D11988 983/1991 CITY OF SUNSET COURT APARTMENTS 5/5/2017 V Suite 201 a 17 z "� 2 PERMIT REVISIONS 5 5 17 DESIGNED: 1 2O �, + FIELDBOOK: Seattle, WA 98101 CONFORMED SET 5 19 17 1144-1158 HARRINGTON AVE NE H DRAWN: PAGE: p. 206.725.1211 / �� 30 66 ti� � 4 PERMIT REVISIONS 6 29 17 SwP ONE INCH RENTON RENTON, WA 98056 W DRAWING N0: GisTER DATU M f.206.973.5344 oohs `�� FINAL PERMIT SET 7 13 17 Planning/Building/Public Works Dept. C2°02 Z CHECKED: AT FULL SCALE engineering p 11 c www,lpdengineering.com SIGNAL `�' IF NOT ONE INCH ,1� � NO. REVISION BY DATE A P P R APPROVED: SCALE ACCORDINGLY SHEEP: 6 OF: 8 DRAINAGE (1) N OTE: DUCTILE IRON PIPE SHALL BE USED FOR ALL SD PIPE W/LESS THAN 2' OF COVER R-394406