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HomeMy WebLinkAboutFinley grade-utility 7-14-16I M Ill I I --- MORMONISM Iff w mf IN �m on FINLE %wolf T ,T N W 114 OF NE 114 OF SECT ON 5, To 23 No j RE, 5 En M/ wams, /TY OF f1'tiiTON, ST{TEAOF WASHIiVGTON W=281 El S: 5_ i 6* FIRE HYDRANT SERVICEI Z_ A R: A a.% 'S. 11% 9. INV=279.42± 2� PERMEABLE PAVEMENT Lij, qv. Ar . "D Li 6 8*X6* REDUCER X 6n CONCRETE CURB o ...... ....... 40 LF OF 8 D.I. WATER MAIN ...... Li . ......... ------------ ------- NNW . . . . . . ■ _-Z . ..... MIN i Ir 8" WATER MAIN TO CONNECT /?'N, --- 218 LF OF 6 SW,58 27 E 64 WATER M N ell �.�PAVED ��S X. 16" D.I. WATER MAIN IN AK• ACCORDANCE TO CITY OF oe, - - - - - - RENTON REQUIREMENTS w. . . . . . .. I . . . . . . . . . . . . . . . . . . . . . v . . . . . . w w . . . . . P. TV Mo co . . . . . . .16 &VED X 2 2+ m ........ . Irl ... .... .... ..... 5z ACCESS TRACT. A Z., x ........ ........ ...... .... ......•... ..... VI. (D; C44 . . . . . ..... . . . . . . . . .. w . . . . . . . a -A W DEPRESSW CURB AT v! SS ............. DRIVEWAY ENTRANCE cu— . ..... ........... Lli 1G, A N. ir� 1A 14 DRAINAGE m �o v B EM .......... SEE GNOME"• INV=290.00± 3, . . . 1"i .. . cl*4fy • 0 • 'qi LLJ t co wammom : P c R 11 0.0T, -VH 7 C4 • p m L O\ T 1 LOT 2 LOT 3 ..0 N- A. -NEW, CURBS (;v rER D 8' 2 C-9 1 ST FLOOR ELEV 293.00 1 ST FLOOR ELEV 3'0$.00 coo 1 ST FLOOR ELEV 297.00 5. W! is Nob -2, 0 ti* LOT 4 Z_ 4 00 78' OF 4"" ROCKERY 5.00 5. fl 5.00 5.001 ss WALL OR "LESS 5.00 . . . . .. E loft 3is .... ..... ....II cl� N I II .............. 0 "Jo 0 ..3u11 0 z N 0 5 10 20 / 1I SEE GNOME"• INV=290.00± 3, . . . 1"i .. . cl*4fy • 0 • 'qi LLJ t co wammom : P c R 11 0.0T, -VH 7 C4 • p m L O\ T 1 LOT 2 LOT 3 ..0 N- A. -NEW, CURBS (;v rER D 8' 2 C-9 1 ST FLOOR ELEV 293.00 1 ST FLOOR ELEV 3'0$.00 coo 1 ST FLOOR ELEV 297.00 5. W! is Nob -2, 0 ti* LOT 4 Z_ 4 00 78' OF 4"" ROCKERY 5.00 5. fl 5.00 5.001 ss WALL OR "LESS 5.00 . . . . .. E loft 3is co N C4 cl� N 0 0 0 0 z N 0 5 10 20 SCALE 1 20 LEGEND E / i' _ £ t{ f4 0 WATER METER M CATCH BASIN sov 4 q 0 CLEAN-OUT F 31 zo u u 3 uo" 3 RETAINING WALL Lis NONE .......... .. ...... .. ........... A 4 4 c 4 lij *u 4-iu 20.00 DEPRESSED CURB 37 uo uu 3 uo" 3 Oft PI 1151 OF ROCKERY, -WALL,, (SEE WALL E04'1 TABLE) -i I % I < f 41 ROCKEIRY . .. . . . v u� ac 49 Z AT DRI V --- - - ---------- Via._ CL ui 0•10000, WALL 0 R LESS . . . . . . A W_ . . pml� . PAVEMENT AS AVEMENT rl 3020 uu uz 3 u 00000of WA • QU8285 O L 7 // 3 DRIVEWA REPLACEMENT 'Y NUT IN ULU I F 10, A �—ZO2— 2X 4;zo F 1 7 7 ■ ENV= ............... .... .... BUILDIN ETBACK N85*47 1 -4 W ............. V i UNE, TYP. kJ� R' NOTE: CDP AS. HALT PATH. TO'. J HOUSE ON LOT 1 IS REQUIRE D TO INSTALL ROADWAY SH OULDER ,A BUILT—IN SPRINKLER SYSTEM. rt 301 RW— R/W 12" MIN. DEPTH BASE COURSE (SEE DETAIL ON SHEET 6) 6" MIN. DEPTH PERVIOUS CONCRETE (SEE DETAIL ON SHEET 6) Of ,g 2to 0 0 0 0 0 0 00000 000000000 0 0 0 0000 0 0 0 0 0 0 0000000000 0 0 0 0 0 0 00, o 000000000040000000000000000 i1cl ;.. a ^2 16 NO EXCAVATE TO REMOVE ANY UNSUITABLE SOIL PAVED ACCESS S E TION NTS ■ #14 6 6" A I CONC 305 300 MR 2+00 1+50.00 ACCESS DRIVE HORIZ. 111=2011 VERT. 1"= 5" 00 0+50.00 "I POW co N C4 cl� N 0 0 0 0 z N 305 300 MR 2+00 1+50.00 ACCESS DRIVE HORIZ. 111=2011 VERT. 1"= 5" 00 0+50.00 "I POW C) rvi CIS C%4 ccf0 t^ 0 rqV) LL z 0 a N cn Awl. 02 0 "W.., *� 0 ul 012: in 0 ^+ � N oA 0 V 00 r'14 Z < NON E 00 w Lu w V5 Z r.4 ■ z w W 4.4 V) JOB NO, 15615 DATE 0711V 2016 SCALE 1 " =20' DESIGNED MRD DRAWN DRD CHECKED TJR -_ APPROVED CJA SHEET C3.0 co N C4 0 z 514 0 5 10 20 SCALE 1 20 LEGEND T BLOW -OFF VALVE W FIRE HYDRANT 0 WATER METER M CATCH BASIN sov DRY WELL 0 CLEAN-OUT C_=7G ROCKERY WALL RETAINING WALL C) rvi CIS C%4 ccf0 t^ 0 rqV) LL z 0 a N cn Awl. 02 0 "W.., *� 0 ul 012: in 0 ^+ � N oA 0 V 00 r'14 Z < NON E 00 w Lu w V5 Z r.4 ■ z w W 4.4 V) JOB NO, 15615 DATE 0711V 2016 SCALE 1 " =20' DESIGNED MRD DRAWN DRD CHECKED TJR -_ APPROVED CJA SHEET C3.0 co N C4 1.1 514 C$ CCCL cc _Z. 0 Lis NONE .......... .. ...... .. ........... c 4 lij 4-iu ac Z g V Via._ CL ui W_ ES 00000of WA 0 V -P-31 Ono 410 % z 4WD QU8285 O L 7 // 3 C) rvi CIS C%4 ccf0 t^ 0 rqV) LL z 0 a N cn Awl. 02 0 "W.., *� 0 ul 012: in 0 ^+ � N oA 0 V 00 r'14 Z < NON E 00 w Lu w V5 Z r.4 ■ z w W 4.4 V) JOB NO, 15615 DATE 0711V 2016 SCALE 1 " =20' DESIGNED MRD DRAWN DRD CHECKED TJR -_ APPROVED CJA SHEET C3.0 .... .......... .. ...... .. ........... C) rvi CIS C%4 ccf0 t^ 0 rqV) LL z 0 a N cn Awl. 02 0 "W.., *� 0 ul 012: in 0 ^+ � N oA 0 V 00 r'14 Z < NON E 00 w Lu w V5 Z r.4 ■ z w W 4.4 V) JOB NO, 15615 DATE 0711V 2016 SCALE 1 " =20' DESIGNED MRD DRAWN DRD CHECKED TJR -_ APPROVED CJA SHEET C3.0 ii S m o - •s 0 5 10 20 SOLE 1 " _ 20 , cvf ss - - _ - - _ _ _ - - - lei /\:S^. •. /i .c /- i•+, , PROPOSED HYDRANT i _ i - S ' •-S r r:51 ,-; .-•a A•F s rte. ,< , W AUXILIARY VALVE LEND BLOW -OFF VALVE E 1 g s f f . 6" FIRE HYDRANT SERVICE: FIRE HYDRANT B ..Z 1 2WATER METER SANITARY CLEAN-OUT:_.. f r 244' OF 8" SANITARY SEWER ¢:.. . .. _ �= ■ ;, _ = ` INV=279.42 CATCH BASIN RIM TO GRADE S=2.009 MIN.PERMEAB PAVEMENT . Y ` j CONNECT STORM SEWER IN DRY WELL �.i ACCORDANCE TOC OF is r RENTON REQUIREMENTS CLEAN-OUT 8"X6" REDUCER _ f , ti 6 X 6 CONCRETE CURB W 40 LF OF 8" ROCKERY WALL <w ...,�.".�.." �.�... --�-- .......-•�a : ......�:.�:..:� �-�-- ..�:�--,.:� �: � .,...tea. _: �.._...._._ �... _, �". . -• �-�'y - _.�. _.w•..,.-... �".� ;�a...._._.� DWATER MAIN BLOW -OFF VALVE � -•�=� �� �--- " � . D. I. r _ .- .__.., 218 LF OF 6 Z _ -- y- ,_ _., _ _ --z PIPE f _.. _ --RM DRAIN 588.58 7 _ _..:. -'' WATER MAIN TO a-----__.._- ---•--... .._._- __....... ;_.._._.._..._.: ,_ _.----•----_..._...._ •--. ..._._"-.-"_....._............. 2 E � 6 r---. s _ .� I' CONNECT 8" D. I. ATER MAIN TO �_.. 192.4 PAVED ACCESS _� : _ _. EX. 1 D.I. WATER MAIN . s - SS - SANITARY SEWER ...•..............•.... ACCORDANCE TO CITY OF - .• s • • e e • • + • • • • • • • • • • • • • • • • • r • RENTON REQUIREMENTS -[ .. • • • • • • • • • ..• . . . . . e ....•..........• • •• • W WATER MAIN _ • • • • • • • f'i /i./n� a a, ® . , . • • . • 6 " ® eA `7 E. D • • • e • • • • • e • • • . • • • • W • • • • • • • . • • • • • • • • • • , . . • • • w 9 � . • • • • . • w • • . _ 1 ! f/ u�i/[ ... , . ..... .. .. ' 1+00 '� o e . • . ACCESS ... �1 . • .. . . .o . s -1 I . . • . • . • . . .. . . . . . . sLLJ .p' N s (Di.... [� s . . . . • CATCH .BASIN 2 • . . . . CATCH BASIN - .#it SS S iry • 1 • s }S S S i ..... ._._.__.._._._ ..-.._......-... a. Rr �t:, ;a t :fyi : 14 DRAINAGE �IP� 10' OF 6" SANITARY _. _. _ _ EMENT 490 SEWER 5=2.009 10 OF 6 SANITARY O i _ i _,..., _._ � .. • .;� ' RIM=282.82E SEWER, i dSEWER, S=2.009 • • ; s r! j_s IE=275.14E10 OF 6" SANITARY ! =294.00± -"PIPE' 2:;1°-jSEWER, S=2.009 IV -290.00E 14 3 INV-30i.00i "r _ W .� i' i% 3 4 FIRE PROTECTION00 o a t o to 10.0 _. S f Lo SPRINKLER SERVICE o r� 3/4" WATER SERVICE _ ;r, z N .-,. �„ o & WATER METERn 00 w r LOT �' o j ��.; ao z = i 1 .. IRB ' & -GUTTER ; x . o O LOT 2 W RIM T® GRADE, TYP. LOT 3 .iZ_ 1 ST FLOOR ELEV = 308.00 1 ST FLOOR ELEV = 297.00 ® 1ST FLOOR ELEV = 293.00 O Z PIPEI 5.00' LOT 4 ,1Q' !_AIIIDSCA'E PIPE #21 - O 5.00 w..� BUI'FR ' En 5.00 5.00' 8 OF 4 ROCKERY 5.00 _ WALL OR LESS 5.00' _ ' ...... 1 PIPE #12 PIPE #8 a AbjUS1' . WATER METER PIPE #5 PIPE #4 �..I i Q _ ' PIPE #15 CATCH BASIN #4 •� RIM TO GRADE ' PIPE #18 CATCH BASIN #5l/I. I CATCH BASIN 3 1 •r PIPE 19 CATCH BASIN #6 # `" OEPRESSEt CURB r ' f ' ' d ' . 20.00 115 OF ROCKERS -WALL ,, �� I . AT DRI _ 9 OF 4 ROCKERY (SEE FALL ELEV.' TABLE) OR LESS . . I a _ WALL . i a a. ASPHALT PAVEMENT . ,��; �� PIPE #13 ;t ..._. ..._:.. 8 ,;� PIPE 7 CATCH BASIN # , . ,;: % # ;i { $r _ 53 w �`t:'. - PIPE#14 t ��IPF, 6-DRVWAY PIPE 17 f; ,-s;x� = t; ;,� s #-- ~- PIPE 9,, . i _._ __ .._. ENS PIPE #20 S PIPE--# 16 M . :.� . . . . _ ,,�s PIPE #11 o I h `•s,:•... ATCH :-BASIN #7 7 j Y PIPE 1 Q- 21 - -_, :.;,•: yy , ..,: .._......{ t---•w-..:,.f,,..,.. •.,,.y s --s # i `! = f = _--1-I_ • •. • • 4.s.J°.• s s .OM1. _ i-- _._...r i r -i- -•-s-F i / I�89 47 14 W 252.63 ---__ �. � =� _ •' �_..� _1-�� BUILDING SETBACK STORM SEWER DRY WELL = y.r _,:_ _ �. .-. f B , t 1 _ s s 4� X 5.0 D .� �-�- 1 f " TYP. CLEAN-OUT B.lv .._-----REL , --_ I ti ;� , W 12 OF COVER TYP. LINE, i / A T TO . r p PATH. NOTE• j -ROA -SHOULDER � HOUSE ON LOT 1 IS REQUIRED TO INSTALL`'- A BUILT-IN SPRINKLER SYSTEM.s . t 1 f i PIPE TABLE PIPE SIZE LENGTH SLOPE 1 12" 23' 3.13% 2 6" 85' 10.0490 3 6" 60' 2.05% 4 6" 5' 2.0590 5 4" 4' 2.0090 6 4" 7' 2.00% 7 6" 50' 4.0090 8 4" 4' 2.00% 9 4" 7' 2.00% 10 6" 10' 30.00% 11 4" 7' 2.0090 12 4" 4' 2.00% 13 6" 50' 1.5090 14 4" 7' 2.00% 15 4" 4' 2.00% 16 6" 10' 80.00% 17 4" 7' 2.00% 18 4" 4' 2.00% 19 6" 50' 8.70% 20 4" 7' 2.00% 21 4" 4' 2.00% R/W 30 R/W * DUCTILE IRON PIPE 309 • 1cnto - j Lo 1 O O cn I � s _ , . a r r L.. .., .:.., . i `81.89 . .� . �� •-- c1 i � . 1. a.; 1 ,. CB TABLE - TYPE 1 CB RIM IE IN IE OUT 1 282.221 280.22 6" 280.22 6" 2 290.75 288.75 6" 288.75 6" 3 292.00 289.00 4" 290.00 6" 4 294.00 291.00 4" 292.00 6" 5 296.00 293.00 4" 294.00 6" 6 296.75 293.75 4" 294.75 6" 7 303.75 300.754" 301.75 6" 8 307.75 1304.75 4") 1305.75 6"