Loading...
HomeMy WebLinkAboutTED4003451.9I m 0 v 0 0 POR OF THE NE 1/4 OF THE SE 1/4 & THE SE 1/4 OF THE NE 1/4, ALL IN SEC. 10, TWP. 23 N., RGE. 5 E., W.M. _ EX CB 7855 0638 I " I 9 9 N E.X. CARPORT 7.... ;. TOP 460.58 X. , COItIC 12" IE CPP 458.58 N /� L I .. 12" rE CPP 458.58E 11EDMADQD 1 3p .....:... { EX CB 7854� ILAW w „c� wnI 1....: I .: Tnp aAn as r I " , , �♦ �, --------- -- EX. CB 10314' 1 _.. END FENCE AT ............. TOP 461.04 I' '. .. ,•. .. ACCESS ROAD � 12" IE CONC458.89 E (!N) vi .v w w y w w _.:.....✓ w y v .� w w w �. w y .., .W w w w y ,.. "�, I .: / / / / -/ .. }}: - .. 1 / / / // / ♦ i / ------ ; I", --r'.. '2" 1E CONC 458..84 NW (OUT) 15 W1DE::,:. / / / // END" / / / / \ cR MAMMAL TYPE _i 48' ...., : q?,gVEt w w w w FOR ACCESS= T.. GRAVITY w • / ROAD/BERM) / / / / /: / / / / , / , : - .. o ..... `� \ t ...:. .. / } . E.. 7857 TYPE ll 48" DRAIN GA VALVE / " `., ► / / / / / /,i / - - .. R . 3Q, _ .' TOP 460.37 , / / /..: / . - .. i''. :. / / -� \ \ \ .. ?� �-.-' . . 8 Wfb£ AHALT EMERG�`NCY / G� TYPE 2-54 /.., / , \ , / \ 6.64 S \ 12" IE CPP 45 0' N. 51248.�2948 / / i / / / / .; _ / \\. \ \ : , Z.. 1 " I NC 457.37 SW SPILLWAY DETAIL-. EEC 20., wJ / ./ / _ , : \ \ 2 E CO k E. 1644507.9960 / /, , . / �\ \ / �/ \ • 12" 1E CONC 456.64 SE ..:TOP �L. 4_4.50 / / / / / :. / / .. / /. ,�. I \; ,.... . SEE SHEET 18 :: • ..... �. . 12" 1E CONC 456.64 NE ♦ / / .. / [: /... v v' v y' / ......� �....:�` 18" IE CPP 457.07 N w ...� / , y♦ / / / / /.;/ / r / , y . �\�j. \ .\ \\ 18" 1E CMP 455.97 W (OUT) � w w,.: Ji w \L... Ji \L \L ,,,... .:... _.. .. / i :,+ / / /... / / /. / / \ \ \ TYPE `J�..-60 " :... .:.-r':.,.... / i♦ ♦ / / /� j / / •_,.::I '\ \ \ \ : \ \ EX. EX 'ROCKIN HORSE r ; Al: 512416.1322 \. \ • \ : \ \' A \ \ \ \. \ I . DANCE BARN„ E. f6443�4.311 / . / 1 1 \ �... 0,hh / ..... / / // / 1 � ...:.. _:....\_ � 1 � ► i .. EX ll SDMH 7863 TYPE 48" / /. / ► 1: �� / / / ✓ / •� w W � � •� � TRACT K, � � -WI ,FLOP-T WISER �}VO RE6TR1E1iDR)• CB 45 TYPE 2-48• i � '� '/ ',ha' �•. � t •' 1 t _ ... _ / ,ka' � � .::� .. '.'.;' / / / /r / L, ...; � 1 1 1 I I � I I �, .. .. ...: � TOP 459.68 SPILL CON /; >/ D I I �... _ I I I r w w w w w FF44{�R? / • .�::h / / / / I I I ►� ► I 1 24" !E CMP 451-88 NW SENSITIVE AREA PER KC STD -Oy1`5 W/ RESTRICTOR DII�i 2 I 12 /E CONC 453.60 E _ 0 I I .. i _: T 20 I 1 1 1 PER_ DETAIL, _ SHUT � L, JE / / h :.. w ✓ w w W w W w <L w w w' w 440 / .,.:. ✓ i i / // / ::R 1 ::.... I r WETLAND F" CV 46, TYPE I-L / .._ ,' _ / , , , // , , I 1 I % I I 1 I 1, °I I ,. / I 1 CMP �54 w .v vi w W w vw w w - w :y w .'w QV .:� w - .i ,_ .. �. �; / / / / 1 I I' 1 i. 1 ► ► I` ► ► '� 18" IE CM 55.-83 E ri `3-'��tNG DOW.- (aRATE - / , �♦ ♦ , ► ► I I 60 1 I t l ► ► I , l ► I a BRICK CONSTRUCT ON 1 , - PER D£TAlE>cT.20►:, I I ►� I +- 1 .r.. a ► .. .. >( RL, A /� ,- /�.' : ]l?ACT l i t ► I:..,i 11 i. I 1 1' i i I r L. I f.� 3l TYPE 2-54 STRUC7U E SHALL B£ / 1 0' 19+39-00, I L D __ ...� .... ;s. .. ... ..:.:,, i . 1.. ::'I ...__I 1 L.E ..., k , #i£LD_ _ OCATS - _ .... - , - • - - .. g2 / �. . �. TENTION 1 I :r 1 ll f r I I I :1 .., ..... 20.08 tT CTR STt�? , <. k RECREATION 2t.25 LT (CTR GRATE): , 1 1 f T PROPOSED 4 HIGH 0� - � � I APOSED GH w w �5 _ . I a i ► .r 1 -1. i 1 1 t .t. ► W/ FROP T RISER (ND RESTRICTAR) w r. �. DETEN710N/1YATSR= 1 1 1 I ►� 1 r 1 I,/ X M�W WALLSr 448::::._ -, .. / i _ .A� I ► t 1 I 1 I FOR SPILL CONTROL .. �-.....� ..- ,�.��• - - - . �' _- � �' � � tatJAUTY POND ;' i t , ► � t 1 I I I w w w w w w w �.. I �. �. I I ! l� 1. 1 1 % ;. - 25 13 PRIVA7E 5-70RM _ • -' _-': 34• _. -!%- SEE PLAN Si�/EET 8 I ! I ► ; / �. ►.. .►_..I _L I I I , �.. PER KC STD DWG,2 0 8x6.5x1 THICK / --' - 45D l L / % , r I / . , DR /AGE ASE7N T: .,:. ► -- :: ��- - I ---'- l ..l..r I ,72 DRAINAGE, OUTF54LL / i _ _ ,.: �;-- .... ..... ... ..:�,. .- �,- .. -^ �� __ _ , / / / l I I t , :r ... -'ASPHALT APRON TOP 440.0 .�: ♦ i ; ,,.:... / _- ___--,�/ / l,. _ _ - -- , :,: / / ................ / TAKE 46A�. ----- _ ---- - _ -- - r / / / t �. . / ♦ .... ........ B / EX CB 7880 SEE SHEET 1 ___-- w w w w , / ♦ _. \ I / _... TOP 471.82 CONNECT IMSE WALL DRAINS w w / , , , L. - _ 1 _ �.-� 1 _ 12. IE CMP 469.52 N / _ ♦ / ♦ _f0 PRIVATE t - - - 0 . __ ..... . w.. �. vAND BUILDING DRAIN FOR LOT 27 - _ _ _ 5 A! \ • \ `.. _�------- - 00. - - ' / / 12" lE CMP 469:62 S / S \ - - _ -452 - - _ •: : � 1 -,cam - ♦ ��.. _ �- _ -.- /?! ✓ Jr / / / . . 17 PR/VATS: �0 i EN L J S. _ rx EA M T Hi ACK / Ei1fERGENCYJ.lTORM DRA/N SE TR Q MAP A,KEY NOT TO SCALE I STORM DRAIN - ,-- " ---' ,- �- --- - ' _ \ ,�.\. ,4so-------- \ =-- --- ___ 454 ----- __ _-- - _� �•, / 1 ; / r _,.__ - . _ 456 -- -460 j. . r CLAD .CHAIN UNK FENCE ON SCALE: 1 40 O W PAIN w w 0 3 EASEMEN T -: - =- 0. ,- 45 , ;: - - ,- _- _ _ � -- -------------- --------- __ ..... _ __- __- �.,._ -- - . . .. ... AS SHOWN. PROPERTY UNE AND NGPA SIGN.460I _ - I (p I I - - - - --- s- - - ... . 0 (TYP) PER r ( ,- I 8x6.5x1 THICK DETAIL SHEET 17 ;/ I.: DRAINAGE OL/%F 1 I ! 10' PR/VATS - I ! a DbY` I r" ri/wn u,u , � T-- , -- _ 1 � i•.. r rl r-1 .I r� r� .I M r CLEANOUT SCHEDULE LOT ,/ 70P (MA 7 CH FG) SIZE AND INVERT 8 498.0 6" lE 494.92 9 495.0 6"IE 491.50 0 7 6" 1E 490.20 11 491.7 6" IE 488.20 12 488.3 6" IE 484.97 '. 8" I 484.80 B" IE 481.7 14 484.7 8" lE 480.46 15 476.0 6" lE 472.50 16 475.5 6" IE 472.00 17 474.5 6" IE 471.00 18 469.5 " 6 IE 466.17 N 8 IE 466.00 1111111111 19 466.0 8" IE 462.50 20 462.5 8 /E 459.00 21 458.0 8" lE 454.50 22 463.4 6" lE 459.90 23 461.9 6" IE 458.40 24 459.4 6" IE 455.90 25 458.4 6 IE 454.90 26 458.3 5 6" IE 452.95 27 448.0 6" IE 444.50 28 450.5 6" lE 447.00 29 452.0 6" IE 448.50 48 482.3 6" lE 478.35 63 498.0 6" IE 494.62 74 482.3 6 IE 478.92 75 493.2 6 IE 489.70 76 491.7 6" IE 488.20 77 489.1 6" IE 485.60 78 484.8 6 IE 481.30 79 480.0 6 IE 476.50 8" lE 476, " 80 473. 5 8 IE 470. v 81 46Z8 8 /E 464.30 >> 82 463.4 8 /E 459.90 83 45Z9 6 IE 454.40 84 458.7 6 /E 455.20 85 460.0 6 /E 456.50 86A 461.3 6 /E 457.80 86B 462.1 -r IE 458.60 87 463.2 jx 6 IE 459.73 8" IE 459.56 88 465.9 6 IE 462.41 89 469.7 6 /E 466.21 90 473.7 6 /E 470.20 91 478.9 6 /E 475. `' _' T i ' r,` .,: :; ' o.T ►Vt/f w, ,f c r�, :: I PAD .a. �-------' ' .' 11 +t76.76, 14.2Z R11',' :. w L/ ! :f to I I .-----=_--- ' PRaP.osEo FRAME AND GRA TE LEGEND TRACT H-----_---,II .# r r i r r r., PAD EL III PAO EZ. i 465 / -._ =- -- - ..l PAD EL i / 1 !.� 27 'TYPE 2-48 1 o rr MSE WALL F. w i - 85 I I 4625 / _ , 0 I ,.:47�--- t..-^---474- __- __I a.: ► � ` : I �► I- J � � � 1 J J r � iJ 13+81.00, •rl REt�REA7TON OPEN SPAt;� � /,, ,;. o : �► ::; 4584 I I i / �-------- _ 476,5 I TYP , s ;�� Q... l ) , w_ ;_ . , ...L . ©ROLLED CURB FRAME AND VANED GRA TE w w w w w ; r , PAD..a. III a 8.7 ,---------- 91 - : 13.32 LT CTR VCR) s, 8x6.5'x1 THICK �; ! l C8 6, TYPE 2 1 --_-, / I 480------ ----- --� .� :... O / C 8 �s6 8s ' / 1 / 0 ---- I 89-------------------_ „ .: 1422' LT c7R GRAB 13 1� :. �.�. : -� SEE SHEET f4 FOR w ,,A/NA LL A 1 r W s+75 00. ,------ - - - + I FrN�sH cRADEr l ) ; .. ®STANDARD FRAME AND VANED GRATE ON THIS SHEET TYP . 'CONNECT l 13.32 LT (CTR STCR) PAD EL I ) r CONT017R _-- - _ - P�-3�?-ram A VF NE FRONTAGE ( ) / ,��� , I� ---- -=- �, 88 I I I I --------------------- W. NLE j W. STANDARD FRAME AND SOLID LOCKING LID w �MSE WALL DRAINSAND BlNILD/N(.::J q ,� er / , i; _ -. 14.22 LT ' CTR GRATE :�55 9 I / . - ----=� r I I TYP I a .--------- I \.J S ( L, ( ) I I _ IMPROVEA�/EN7S. / o \ PAD.. I I DR N F i PAD EL - I r S LO 28 29 / r " ti I cn '�*'""*. ' > h! PC - 8+40.17 I I f I I I. 90 _ ' 8 PVC q w / r III [.8 2 TYPE I L I I _ r: / { 47.0 ( i. / _ v I �. "� /d`; 478.0 - I I PAD EZ I I 48o T 1 / r QB TYPE 2 1 I I + I q� 13+ 14.22 R / Q a I I .. 1 .::: � , ..... 2 � . I `PAD EL I I 471.0 I q� r I12 RT CJR - 460- I _---_�-� _ .. ,.:_ _... .:,.:: PAD EL PAD EZ ,;:.:...::.. :: I r 464 ---- -- ----- ---- --- --' N 1 v RT I 0 - i �I ,D ')Ar i P) I fIRCf1 Vr L VVV Jr /"CtT LUGJJV LLJ r f Jtt Jt1tt / r SSE SHEE ,I n ,I , a J�1J02J2 .:..::.:......:............................... .. ..:.::::.::::.::.::.:::..:.::.............:....:..::::.... : �,MT BAKER A VE NE I (SEE PROf7LE, SHEET 12) 8 MA UNE 13 00, SEE SHEET 8A r ROCK LINING OF SWALES, 7HE POND SPILLWAY, THE OUTFALL AT CB 46 AND ALL OU7FALL PR07FC7TON PADS SHALL BE QUARRY SPALLS WITH GRADA77ON AS FOLLOWS: PASSING 8-INCH SQUARE SIEVE: 100X PASSING 3-INCH SQUARE SIEVE.- 40-60X MAXIMUM PASSING 314-INCH SQUARE SIEVE: 0-10X MAXIMUM MSE WALL TABLE ROCKERIES OVER 4' IN HEIGHT ARE NOT A PART NOTE- ALL TRENCH RESTORA770N SHALL BE PER THE OF THIS PERMIT OR REVIEW A SEPARATE BUILDING CURRENT CITY OF RENTON TRENCH RESTORA710N STA TION TOP TOE PERMIT /S REQUIRED. AND STREET CT VERLA Y DETAIL. 7+75 25 458.50 458.00 8+00.00 458.36 453.82 8+25 25 458.11 450.63 8+40.16 458.00 449.00 8+50.00 457.86 448.80 8+73.25 458.00 456.20 SEE SEPARATE PLANS PREPARED BY , ASSOCIATED EARTH SCIENCES, INC FOR MSE AND ROCK WALL DESIGN DETAILS PER SEC77ON 7 REQUIREMENT FOR PATCHING, CONNEC710NS TO THE DOWNSTREAM OVERLAY, AND OVERLAY WIDTHS, IF THE OUTSIDE OF DRAINAGE SYSTEM' FOR ALL LOTS SHALL WI THE TRENCHING IS THIN THREE FEET (3) OF ANY ADJACENT LANE LINE, THEN THE ENTIRE ADJACENT BE VIA A PERFORATED PIPE CONNEC710N 7RA VELED LANE AFFECTED SHALL BE REPA VED. ALL CATCH BASINS ARE TYPE 1 UNLESS OTHERWISE NOTED. VOTE.• CATCH BASINS HAVE BEEN SIZED 70 MEET :URRENT KING COUNTY AND WSDOT KNOCKOUT TEQU/REMEN7S USING ADS N-12 PIPE. CON7RACTOR NA Y W0RK DIREC7Z Y WI TH CA 71CH BASIN NANUFAC7ZIRER 70 REDUCE CATCH BASIN SIZES PROVIDED KNOCKOUT REQUIREMENTS ARE S77LL MET. THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO OR FROM 148TH AVE SE FROM 7HE L07S WHICH ABUT THIS STREET Checked for Compliance to City Standards l3�N� Zy! L- TRIAD ASSOCIATES 12112 115th Ave. NE Kirkland, WA 98034-692944 425.821.88 425.821.3481fax 800.488.0756 toll free www. triadassociates. net o co W waft w a a a w ICHARD A. TOMKINS; PE PROJECT MANAGER MARK S HARMSION, PLS PROJECT SURVEYOR RD RICHAA. TOWWS. PE PROJECT ENGINEER .EFFREY L COX. ASLA PROJECT LANDSCAPE ARCHITECT FIRST SUBMITTAL DATE: 8120107 SCALE: HORIL: 1'=40' VW.: N/A 1 �5k kv STAMP NOT VALID UNLESS SIGNED AND DATED � o a h&� SOB N0. O1 0 47 SHEET NO. 9 OF 2 1 Q 06', A-34Si 3I 02012 TRIAD ASSOCI L R ATES1