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HomeMy WebLinkAboutR-382706A 0 LO Ic 1 I 2 I 3 I 4 5 6 7 AREAS I I �: �', I'll CONTRACTOR NOTE I I�,; v SITE AREA ................................... 29,406 SQ/FT ALL EXISTING UTILITIES SHOWN ON PLANS ARE TO BE VERIFIED APPROXIMATE LOC SON OF STA 26+ 1 1.08 r.- + DISTURBED AREA ......................... 38,332 SQ/FT HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL FUTURE CURB BULB BY CITY, OF RENTON �, D IMPERVIOUS AREA ....................... 32,226 SQ FT EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED rAIS %EXISTING' C NICATION / CLOSE EXISTING DRIVEWAY` PERVIOUS/ LANDSCAPE AREA.... ON RECORD MAPS AND SURVEY FURNISHED BY OTHERS. WE ASSUME NO EP STA 32+80.04 „ / , QLT` W TO NISH GRADE o 2,090 SQ/FT AND INSTALL NEW 6 CURB ,' o " LIABILITY FOR THE ACCURACY OF THOSE RECORDS AND SURVEY, FOR THE AND GUTTER PER , •o INSTALL Nl 12 WATER, FINAL LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO ,� N C) „' �//��///////�% SEE SHEET C3.1 ANS C3.2 CONSTRUCTION CONTACT THE UTILITY OWNER AGENCY. 11111-111111111 7,--� � CfTY / � INSTALL NEW 12 CQNCRET , SIDEWALK I �' ,,� , r5 .I. `�;�"gin T T 8I TRIA , I NGLE P R,a CITY OF RENfiOi ` ST N6ARD 102 _ F EXISTING TRAFFIC SIGNAL r ,� DESttGN SPEED = 35 MPH _ - ) I PROTECT IN 11 11 ACE CLOSE EXISTING DRIVEWAY .. _ - I'll EXs I'll STREET) ISTING CURB AND 'GUTTER, PROTECT 11 PL --- AND INSTALL NEW 6" CURB '11 18 ,� ' ,o 'A.5+60. AVENUE) AND GUTTER PER 1111,.,,,( � I '' llelll ;,, ,\\ , i __ - - - 1. _ �.■.� �. 1111 ,,,,,,,,,,,,,.,,,,,,,,,.,,,.,, ,,,,,,,,,,,,,,, ,,,,,,,,,,,,, 1111, 6 A •„ STS ... I'll :.. iii�i/%///j/roi CITY OF 'RENTON STAN��R� :�-� A� =x:03ET ,,�� -_.._ II+ r.: 00 �� QED1111-1111 - _ iii/�;iviy , ., ,.". 1111.., , .., , - ,���� I-�. ,,,. ,.,,n,,..,Y,,. . . -W C,�,,,, :'SMP ,PE,R,_CITY OF RENTON STANDARD11 INSTALL NEW CONCRETE DRIVEWAY ,,� : ;,I'll - - EXISTING COMMUNICAT10N VAl1LT, �� °'' XISTING DRIVEWAY 0 PER CITY OF RENTON STANDARDS 104.2 AND 104.4 y: RAISE LID TO FINISH GRADE• �n -� ,�, - MATCH SIDEWALK TO EXISTING GRADEI'll _ - a __ , y `Y; DARD 103 y 240'1111 / I'll,2�:.3 . 36 0 r L MAINTAIN 4.0 SIDEWALK WIDTH FOR ADA ACCESSIBILITY _ 11 _ � fid' , , � . , , - .1. /i „ y : _ rr s. OFFSITE WORK TO BE COORDINATED BY OWNER wY,.w: ,,, .- NES` .� 11 I ....•.•• .. .. , ._ -'-9� ,,i.. .1111 .•• / g r.,......... 1111.-1111, 71 1-1 vw._�................ 1111. o ° Of ITOt STANDARD 204 j / �• / r 'f i" , / ,,,.,,..,, . , , 1111, •1"111, 1111 .......... . �... 1111' / - O t(WYYy, r i • iA'i'Wr�, • • • • • . F . ,/, . 1111. i •••• �#' �OL�fBRAiN-- , 1- --i b� . 1111.. , �„' Q) • „_ _ s..,., _1111 ik . TRENCH DRAIN ORE UAL TO e d ,r - / r' Q TAI,RD 204 20 �' e d.. it . e -e.� %A „ y. / , / 1111 / CURB DISCHARGE �.. ° a-- , C GE . - TY T P CI QF RIT i SEE DETAIL RIGHT - 1 / „ r / I, EW 1 D .7 ; �.. / IE 4167 2' STA. 32+44.79, 7.47' LT d . 6a IE= 42.17 (NEW 6",a.l., W) +, j a, . NEW POLYDRAIN 610 CATCH BASIN OR EQUAL % 1-4' - e . 'I '11 I 11 1 44 4 BUILDING ABOVE11 I PER ABT, INC POLYDRAIN STANDARDS,jr � j ° �o e a � �, f NEW SDCB#1 in f 43.13 - STANDARD 201 R q _, , Q r 48" TYP 25' ►\.°.. 44. •6 d a .. 1r I - 2 CI OF RENTON 4 , g �; ; 1 I IMTH ROUND SOLID METAL COVER EXISTING P R „ . 3 OWE VAULTS ® 2, ,; . ° d �. " - RENTON STANDARD 204.50 TO BE REMOVED AND/OR d 1,.11.1_..., ,.; ..: .- , ;! .. .%'/'iimm� [it/ _I /, F4.6;r Rf„ ELOCATED BY PSE UNDER PROPOSED BUILDING `\ I G � } /;< 1 =�5 1 1 .::' IE- 41.22 EX. 12 , CONC., N,S - d., E�n ( ) SEPERATE CONTRACT , 2" a G .. / �, ���;�. IE- 41. EW 1 D.I., W) , - - D ��'I FANOUT e .4- 22 LF 12" D.I. SD 1111. 1111 1111 ,. 1111. 1111.. 1111 ,�N,' 1111,, .� d .. . _ • f .. '„ 1111 , RIM 44 41 II -IES- 42:8 - y EXISTING CURB, STREET RESTORATION PER CITY OF RENTON STANDARD TYP. - / ,. .: .� . .. ( ) e e V 4 ' `d -- SEE ALLEY PLAN SHEET 4.1 �� 0.4� o ' �� y - C /RTO POT HOLE AND VERIFY LOCATION AND 0 �/ E OF EXISTING GAS AND WATER LINE AT ALL 5 N .�. EXISTING POWER EASEMENT -I IV CROSSINGS CORNER ROW D ICATI , 11° - : REC NO. 663856?' ED 0 _N d d NG CURB AND G�TTE PROTECT IN PLACE R, D ��� I'll�, G 41 / i% . / 1 1 °, , r d e 3 CL E EXISTING DRIVEWAY 44.9 1 RETAIL GARAGE ENTRANCE e �? INSTALL EW CURQ RAMP / .J . ° / �`` 4418 AN INSTALL NEW 6" CURB Q I 11,11 .ti PER CITY OF RE TON STANDARD ,,,i e' , . d A GIJT R PER ��' CI�LTON STANDARD 101 AND 103 BELOW GRADE GARA E ° � 1 ,,�i i�/, /r i 111-111 /, �,� a MSH,/ ////%< I I C" V s NEW CURB I I/`: IN ALL �V STREET TREE AND PLANTER,CORNER ENLARGEMENT PER CITY OF RENTON STANDARD 101 20�.-- I RWM10 I �� LANS!APE PLAN (TYP) SCALE: 1 "=5' /. „, / 11 e ri/.t/ // / , , d / .. ° __no 16.0 EXISTING BUILDING /' ' ,: it N s..0 11.0' d �' . SEE TYPIC ROADAWAY� �� d d E I k CITY OF RENTON STANDARD 200 PROTECT IN PLACE o� I ,.. , DEDICATION � „ CROSS SECTION SHEET C4.0 I . SEE ALLEY PLAN SHEET 4.1 FOR 'ICAL STORMIII I. VANED GRATE STA 31+00 TO STA 32+50 CLEARANCESI 11 P _CITY OF RENTON STANDARD 204 20 / _ R 44.34 „ 4 4 6.0 OVER EXIS NG UT1LITlE I I 41.73 NEW 12 D.I. E % , ,,, f f / % % "% /r /i % , 4 .. ° W 6" D... W ST 30+00 TO STA 31 +DO ::; (N ) .... I 42 23 , �} I E o /., 9,,, i i /j , ,,, , / in;,Gi/�7J1rDio ,,ps i///./,� /' ,1­1I'll ° 12 D S PROPOSED AT GRADE PARKING/p LF I 8" CL. 4000 CONCRETE WITH DOWELL RIM ,4 �F - �' i f (14 STALLS) ° IE 42.8 1� , �' + y i 6" CRUSHED AGGREGATE BA ,. SE A 11.0' ROW �; ;....' .. ' . ' .. NEW SDCB## 4.79' 4.7� DEDIC „ 1) COMPACTED SUBGRADE PER I 48 TYPE 2 PER CITY OF RENTON STANDARD 201 �:':. . 1 1 e .z..:'. �' , UPPER FLOOR/ BALCONY e I WITH ROUND SOLID METAL COVER `� GEOTECHNICAL REQUIREMENTS ° I I ,,A e a - -I. 04 50 ti PER CITY OF RENTONaTANDARD 2 -- i RIM= 45.08 \ \ \ \ \ 1111.. -_. 1111, I'll, I I'll I�/ IE= 41.28 (EX. 12 CONC., N,S) E w °" 11� -Z) [�:�, d '� " d d.; �� J y '� IE= 41.28 (NEW 12", D•I., W) , d W INSTALL NEW 12' CONCRETE SIDEWALK '' NI� PER CITY OF RENTON STANDARD 102 TYPICAL ALLEY SECTION .23 4f INSTALL NEW 16' W( :LEY, e 44 d ° SE,,,„�,,,,,, T a ___�;__._ �� SCALE: N.T.S. FIELD CUT POLYDRAIN 4.. u...., /i,.i//,//,, 1111., d / "f ,,,�,� .: CLOSE EXISTING DRIVES AY CURB DISCHARGE d" W 6" CURB TO FORM 40' BEND / ,� _ i r AND INSTALL NE 11"` ;„ H •Q ? I AND GUTTER PER CEMENT CONCRETE d ° / a 1 d 4ZTnDLJ N AN 11 9 w n r _cD Q) ` a; co � O = Q.) a) �O Q 3 c _�_ . c- � � U v ER 0 _ _�� � o - Q L W = -� � c:a C ,c_ O >, O G o o CD E E o cn a) L__ > L_ = •cnE ,, O a) o U o o U Fn F=cn.cn 0f�', a) U Ln LC C a) CD � CO: N CO: 30 L LO -,7 =3 a) CD Q)L E ;.- O _+_ 3 U CD -)o o .= �.cn a Q ��.__C, PROTECT IN PLACE EXISTING . e ' RIM= 4.78 d [�I.�.�. a, �CITY OF RENTON STAN ARD 101 AND 103 DRIVEWAY ENTRANCE COMMUNICATION LINES ° -I'll „�,,,,,,, /,,, , 1 � � � �ti y ;, :,.20.77�51LT --� STA. 23+37,53,f PER CITY OF RENTON ° d d r' ' IE= 42.52 i,: . l.. . y NEW SDCB STANDARD 104.4 PROTECT IN PLACE EXISTING GAS LINE d � 11TYPE d� f / 1 PER CITY OF RENTON STANDARD 200 ALK - - ,; .. _ o '' ,. ' I � . 2 I _ _ e ° d ' ' PER CITY OF RENTON STANDARD 204 20 17 LF 4" POLYDRAIN ' ° 22• 7 81,4 - - 0i O RIM= 44.14 NEUTRAL BOTTOM -NON SLOPING SAWCUT EXISTING CONCRETE � L Q 4 : " I NEW 6" CURB ~- 15 LF 4" POLYDRAIN NEUTRAL BOTTOM -NON SLOPING WITH ORNAMENTAL IMPERIAL STAR DUCTILE IRON GRATE OR EQUAL IE= 41.77 (NEW 1Z , D.I., E) WITH ORNAMENTAL IMPERIAL STAR PER ABT, INC ---- POLYDRAIN STANDARDS A ; 44.78% e 2 4 IE= 42.27 (NEW ", D.I., W) DUCTILE IRON GRATE NEW �° SEE NOTE BELOW J 1. X OR EQUAL CONCRETE E 610 POLYDRAIN . ..___ INC I I" � ] I'll, I 11 A YLAIGE CATCH BASIN OR EQUAL 11/11,1111/-'ri oi' % '�, ' D /�, /„ .11 �,_F I'll i NEW SDCB#5 POLYDRAIN STANDARDS PE ABT, INC POLYDRAIN STANDARDS 't0 11,11111111/ ,- - ` _ E 2 PER CITY OF RENTON STANDARD 201 . , :. �� b 44.83-� :. ',,"" r 1 WITH RouND soup METAL covER ALLEY TRENCH DRAIN OVERVIEW ,�: 1 Ad i N e y I PER CITY OF RENTON STANDARD 204.50 SCALE: N.T.S. 44.84,,; ,�y��,�, y:" _,;�� RIM= 45.05 s _� ... T I " RESIDENTIAL GARAGE ACCESS d %��� , „ „ „ I if 11 -111144'_111 9 IE= 41.32 (EX. 1` CONC., N S) 8 f 8 IE 41 32 EW D I i ! / G r /' ' d y " BP STA 30+00.0 ROW DEDI A d S GAS GAS AS � -- ;; 23 LF 12 D.I. SD N - -% EW CONCRETE NEW CONCRETE ° i% I.e �.. ,; ,, a` -''`� ALLEY ° SIDEWALK I'llR 22.9' 44.10' FUTURE STREETLIGHT (TYP) ° o p D /":" > o 0 ,� /�.,. EXISTING POWER CONDUIT, RE RY p 4 ROUTE AS NECESSA C , bt f ICAL ROADAWAY L>D j CROSS SECTION, SHED �.. C4.0 PROPOSED BUILDING / ; i ' I. o 0 // "11 „ I / TA I 4NS LL NEW 6 CIIB AND GUTTER CLASS 3000 CONCRETE 4 POLYDRAIN WITH GRATE '! 'ii , � "I 11I'llPSR CITY OF RENTON STANDARD 101 AND 103 // OR EQUAL „' _ t . j'/ x. I �, �111111 -I ��; I,I /11 "" A , ", �I NEW STREETLfiMT�"... �/"I I I ­ ,­ : ,, S ROAD PLAN (TYP) SECTION A -A BELOW GRADE PARKING ,�,­ I I I � 11/1-, �J?_ / � ------ . , I, PROPOSED BUILDING COLUMN (fiYP) SCALE: N.T.S. UNDERGROUND SERVICE ALERT EXISTING BUILDING, PROTECT IN PLACE j---- PROTECT IN PLACE EXISTING SIDEWALK GRAPHIC SCALE ONE -CALL NUMBER SIDEWALK, NOTE _ _ y CURB &GUTTER, AND ASPHALT zo o 10 20 • CD LA oo c J 'Ir-�co Q 0 T � r M W ZvEE - LU o� � U WW(D,L.2� Ix z • .cN C ~20 �LL �r) �rn 1 � - �QN a w M MI, 3:LLio J WJ`.Lu _ m �QZin> oo o m - W W aocnV_ IAJ CL3: U a CL W w CL N � z d va 10, 3 ^ N ' �o Ld �, IV � � 1S - a �va 4 5 05 FL Uj 0 cD 9 Q F5 Q 0" FMM cn z ' � F" 1 �, . w LU � . 2 � co S 0 �_ 0i O C z .0 �ooocna M v � a•o_ `y � • L c c . I -o 0 U c I F� .� z NEW 6" CURB ~- 15 LF 4" POLYDRAIN NEUTRAL BOTTOM -NON SLOPING WITH ORNAMENTAL IMPERIAL STAR DUCTILE IRON GRATE OR EQUAL IE= 41.77 (NEW 1Z , D.I., E) WITH ORNAMENTAL IMPERIAL STAR PER ABT, INC ---- POLYDRAIN STANDARDS A ; 44.78% e 2 4 IE= 42.27 (NEW ", D.I., W) DUCTILE IRON GRATE NEW �° SEE NOTE BELOW J 1. X OR EQUAL CONCRETE E 610 POLYDRAIN . ..___ INC I I" � ] I'll, I 11 A YLAIGE CATCH BASIN OR EQUAL 11/11,1111/-'ri oi' % '�, ' D /�, /„ .11 �,_F I'll i NEW SDCB#5 POLYDRAIN STANDARDS PE ABT, INC POLYDRAIN STANDARDS 't0 11,11111111/ ,- - ` _ E 2 PER CITY OF RENTON STANDARD 201 . , :. �� b 44.83-� :. ',,"" r 1 WITH RouND soup METAL covER ALLEY TRENCH DRAIN OVERVIEW ,�: 1 Ad i N e y I PER CITY OF RENTON STANDARD 204.50 SCALE: N.T.S. 44.84,,; ,�y��,�, y:" _,;�� RIM= 45.05 s _� ... T I " RESIDENTIAL GARAGE ACCESS d %��� , „ „ „ I if 11 -111144'_111 9 IE= 41.32 (EX. 1` CONC., N S) 8 f 8 IE 41 32 EW D I i ! / G r /' ' d y " BP STA 30+00.0 ROW DEDI A d S GAS GAS AS � -- ;; 23 LF 12 D.I. SD N - -% EW CONCRETE NEW CONCRETE ° i% I.e �.. ,; ,, a` -''`� ALLEY ° SIDEWALK I'llR 22.9' 44.10' FUTURE STREETLIGHT (TYP) ° o p D /":" > o 0 ,� /�.,. EXISTING POWER CONDUIT, RE RY p 4 ROUTE AS NECESSA C , bt f ICAL ROADAWAY L>D j CROSS SECTION, SHED �.. C4.0 PROPOSED BUILDING / ; i ' I. o 0 // "11 „ I / TA I 4NS LL NEW 6 CIIB AND GUTTER CLASS 3000 CONCRETE 4 POLYDRAIN WITH GRATE '! 'ii , � "I 11I'llPSR CITY OF RENTON STANDARD 101 AND 103 // OR EQUAL „' _ t . j'/ x. I �, �111111 -I ��; I,I /11 "" A , ", �I NEW STREETLfiMT�"... �/"I I I ­ ,­ : ,, S ROAD PLAN (TYP) SECTION A -A BELOW GRADE PARKING ,�,­ I I I � 11/1-, �J?_ / � ------ . , I, PROPOSED BUILDING COLUMN (fiYP) SCALE: N.T.S. UNDERGROUND SERVICE ALERT EXISTING BUILDING, PROTECT IN PLACE j---- PROTECT IN PLACE EXISTING SIDEWALK GRAPHIC SCALE ONE -CALL NUMBER SIDEWALK, NOTE _ _ y CURB &GUTTER, AND ASPHALT zo o 10 20 • CD LA oo c J 'Ir-�co Q 0 T � r M W ZvEE - LU o� � U WW(D,L.2� Ix z • .cN C ~20 �LL �r) �rn 1 � - �QN a w M MI, 3:LLio J WJ`.Lu _ m �QZin> oo o m - W W aocnV_ IAJ CL3: U a CL W w CL N � z d va 10, 3 ^ N ' �o Ld �, IV � � 1S - a �va 4 5 05 w FL Uj 0 cD 9 Q F5 Q 0" FMM cn z ' � F" 1 �, p w LU � I V_ 2 � co S 0 �_ 0i O C z .0 �ooocna M v � a•o_ `y � • w c c . I -o 0 U c ca F� a z w Z N w FL Uj 0 cD 9 Q VM Q 0" FMM cn z ' � F" 1 �, p w LU � I V_ 2 � co o 0 �_ 0i O C z .0 �ooocna M v � a•o_ `y � • .. ,a ; S c c . I -o 0 U c ca w FL Uj 0 cD Q z Q 0" FMM cn z ' � za 1 �, p w LU � 2 � co o 0 �_ Z 0� ~ w O �NIx F� a z Z N uiW U 1111110111111111 FN 1014 w Co 6_2" SHEET TITLE: GRADING &DRAINAGE PLAN - - ���� N • ApprovedDate:, , , / SHEET N0. I II y -� 1. TRENCH DRAIN COVER TO BE BOLTED DOWN. CALL TWO BUSINESS DAYS� IN FT ) BEFORE YOU DIG C2,D 0 WM 1 inch = 20 f Plotted: May 29, 2015 - 8:33am ifitzjames 0:\Dci-Civil\2014\14012-0023-Renton -Heritage-Apt\dwg\14023-PLN.dwg Layout Name: C200 SECTION 17, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. . FL 0 z I_p C, : o F� r IQ �I M C z IC 0" =` •/1O, > > G V \ .< IV O ( 71 ' 1 71 9 1 �, M z M z 11 0 D D n 1) 0 0 - c: 7D C I • z r„ z . z z M cn 0 D I 111111111111111111i - t� I_p C, : o F� r IQ �I M C b � b 0" =` •/1O, > > G V \ .< IV O E (D F- • !W z ' N %%4