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HomeMy WebLinkAboutS-3373039 z LOW PT. 1+24.50 120' VERT. CURVE HIGH PT. 2 +44.39 ELEV = 424.39 4.39 PVI STA = 2+16 FI FV = 428 -83 NEW PROFILE T® C.L. 430 CQ � 425 A 420 C RI IE 415 M W 410 g 405 400 z � ©�� - �z!lilliri�i �= • ��■.�M�I� " � ° _ ° - - III�I�iii�Ir��ea�� —� ., - �1���1���■I����■11.�. E'.,�nlfli�l�ir■���F11-� ���■�����- �w��.�__ • .. �s =�r��� • �■ �� �� ■I I����Fa�l��lll��� IE_ ■I1� EIMNI■� ce I�� II_'�!■ 4�_ mm —i mm IN ° °ui:��■ 'Fd��A�� �� ■�I�� �����e� �.�iifiiliY�lilii��� ��1 �!�_�' �� �� ■�I� ■�I� I�Iliii�lilli'����� 1.11�11���� ®® ��■L�'7■1�������Q� ��i�) iFdIL��e���iti \T� - ■�■'r:��rz����1�_III� .��ilt)�.�71� �.��:�III� _ ■ ii 1 430 425 420 47, 7' RT . CAP (MJ) 115 410 x-05 400 50 e o 1 +00 1+50 2 +00 UU SAN SEWER MH #3R (REDMOND E, 48) g ® s (� PROFILE — REDMOND AVE. NE U RIM: 4.0 a SCALE: HORIZ: 1 " - 20' ° IE: 404.0 (8" PVC, N &W) z W a V/ERT.• 1 = 5' 415 415 5 XPANSION JOINT N .. c_ 5 DJ LLU Of O J o w O CB# - - -- - a.o2 Fr. /Fr. I z a Ui ZF * M N. D. C. B. U. z z 0 STA. 6 +29, 30' RT 0 RIM: 412.5 - 41 O DO o ° m v IE: 399.42 - -` - - - _ - - _ _ - - N o 05 F /FF. 2 \ : A ORBEDUALODEL a +� a z ± ~ 430 �— _– y 430 ma � ez ~ 425 420 ° ss N u e � 415 - C 9 TYPE 2`-48• ....« CEMENT CONCRETE SID WALK -- 405 I CB #8 -TYPE 2- 8" _5 RIM: 40B.0 425 4 NOTE: TOP OF LIP AT DRIVEWAYS. I \ \ 4OO CONCRETE VERTICAL CURB AND GUTTER 121' -12" CPI P ® CURB DETAIL 420 _ I \ \� NOT TO SCALE FRONT VIEW 395 _ _ , 395 FORESTBROOK TOWNHOMES 18" 2'-7" 5' -0" ST 6t4 35.2' RT EDMOND x• STA 0 +00 (SEWER MAIN) 415 ST 2+0 SEWER MAN ST 0 +80 S WER MAI I EXIST. SAN SEWER MAN HOLE _ SA SEW R MH #2 THE A. 46 SAN SEWE MH #1 (T E A, 8" STD. MH, 48" DIA - 0 +50 1 +00 1 +50 9+00 � RIM: 402. MATCH EX. GRAD 390 RIM: 394.6 F-- --4 390 N IE: 389.9 (EXIST. 8 ", SE) - ANCHOR BOLT PATTERN B_p- nn�n. rr z+ *rL+ i n,1, Sr 2r SS IE: 390.1 NEW 8 ", N rlLVrl..E 1a[z[ 17i. 6 +50 7 +00 7 +50 8 .8 +00 +50 CONTRACTOR TO VERIFY ELEVATIONS PER NDCBU PEDESTAL DEPR ESSED CARIES wBB k DDrroR ` TEMPLATE (SEE NOTE ]) SCALE: HORIZ: 1 " = 20' PROFILE —LOT 617 ESMT & OFFSITE E —c ANNEL BOTTOM AS NECESSA PRIOR TO CONSTRUCTION VERT..• 1 " = 5' SCALE.' HOR/Z.' 1 " = 20' R H TO R 318" x FULL DEPTH ] /B• ExPANSDN .Ia'Nr ) I/ERT.' 1" - — -- - EXPANSION JOINT (lw J (SEE Sro. P ]) 5 P � � DR WIIAY PLAN P O _ 1/2-X5- - f n•owES u",o z- .- N, cro Non - ..w N, c c rxn v,ua 6 le- A DG` SIGN RE r ,• (BY OTHERS) MATERIAL LvRB RETURN /� Enottu Y TEN. Tx[ wTTEA.L. , 1 .. .. -. 1 /4•/FT. SLOPE ONLY MW R 91ALL BE MCOt Ai ALL C0.n .EPTIS AT DBECIED ex FNOMEt AIE A.L. IXTFNO T' o' (B oOITHERS) I /2•R 1/4•/FT. SLOPE Au s m aE Pu® Acuxsr THE BLAB AAm rxE T SLAT. eE A can fEn n (SEE cOxmx[I) vv t c r CEMENT CONCRE , /2'R 4 1 /2•R /Yx S AN4. AZ:. SZ X IU- TRaI P.cS ro P.T.'S Ai ALL O.rtD RETINmi I CURB k GUTTER /-PAVEMENT AS PER PLANS. / X EID aI MA AL WALL ra PIACm AT [vEar rauIN mCA•AVt PANEL L 1 qq ZZVE MIN'. mLrrAlxs s,AU <arau m TIC raa- _Erls a aws a 0/1•) wm An � CEMENT caNC (SEE NOTE 3) Ery,I�ar• d PmESTRIAx CURB (Tm.) CEMENT CONCRETE 1 PAVEMENT AS PER PLANS M[ eulaeEre EHALL HAVE A eROCN D "s, rmH vu [Ixa xAWVe A 2 1/2" TOOLED FlNSH.x EL J /e' E%PANSICN ]DINT ( ) .. a (1EEx E. LAO ix CONmACT) PEDESTRIAN CURB TYP. RAMP WTH 12H:IV 4 (m.) (SEE U. Tux f -]) ° (SEE sro. LAN f ,) SLOPE (TW.) u PARKWAY CONCD CURB AND �� cOUVACnav sxuA az vox (um,Mn vROCrw} ' STANDARD OEM. CONC. CEMENT CONCRETE sO 1 CEMENT CURB AND GUTTER wT�R CONCRETE DEPRESSED CURB k CUTTER SLOPE ROUNDING VARIES K M CONTRACT) _ SIDE VIEW ° SIDEWALK (SEE NOTE 3) IN CONTRACT TO AV WALL (SEE DETAIL) j) a SECTION A -A T /z- %a- EXPANSION MATERIAL SECTION B -B 1 /4'11 AT JOINTS SOEWAIJ( L e TYPE , ISOMETRIC VIEW VARIES - - D MIN, NEIGHBORHOOD DELIVERY & 02 SEE SHEET 3 CEM. CONC., CURB.AND CUTTER I/2•X4' EXPANSION MATERIAL {- (SEE CONTRACT) -,. 1/4•R AT MINTS 1/2• R. (TYP) INCLUDED NOT i ,. wnen m< drw <.oy wmh <.« <dS Js r«l. <onstrP<e D full - A emu- IN BID IEM COLLECTION BOX UNIT dep"' expansion pint (see Slandc,d Fl- F-3) with 3 /B" joint 7� RA SEE xore I CEMENT LAN.- fill" OIDng the dr'vew -y re te,H TO CURB AND GUTTER 1/4• PREMO(DED • (N.D. C.B. U.) INSTALLATION SCORE UNES 10 BE RADIAL W "PU�EI(Txypl_) CURB x LATTER �.• W, "NT RLL R NOT TO SCALE PI IN WEw (SEE NOTE J) 2. Construct expans i,, joints pa HOI n lh the cA.t,Ni,, " + required Ot 15' m m spacing when driveway widths exceed 30'. See Std. Pl- Fm3 (Or sidewalk details. 1/2"X4• EXPANSION MATERAL •TYPICAL SIDE~�AJ(/ii 3. Cu,b gutt<, shown, s e the CP V, I. Pi,- f., the RECOMMENDED FOR APPROVAL /4 R AT JOINTS SCORE UNES xnr TO =<AIF -1, design specified. See Sid. Plcn F -, (o, -1, d<t011s. . a. DETAIL NO. F00-7 e z'rY o F' 1:7- E 1-T T O N 4. Avoid placing drainage structures, p-ti- boxes nr other DEPARTMENT OF PUBLIC WORKS I—ES - MIN nb=lrP<(iDnR .n Trnnl n( driv <wn <nl, <n«,. F Br DATE -- - NOT TO SCALE LUA 05 -065 o y �S 5 J. Jq 'W' -WOTH DF SIDEWALK � RAVP (SEE CIXTIRACT) RA,.. Q-`' DF WAs/y/ CKC. Of CEMENT CON-TE PEDESTRIAN .� , PROFILES, SECTIONS & DETAILS CURS (W.) e� RK /�' DATE.' O ENGINEER: JAEGER ENGINEERING WEBBER SHORT PLAT CEMENT CPUCRETE J /B" E%PM'AON ,pxi (M.) SOT 20734 9419 South 204th PI ace DESIGNED: JJJ DATE: 12/10/05 FILE NAME: spcwAEx sccna+ Oq (SEE sro. Pux P -J) KE3, Q G�?�' ,� BY. DATE.' 1. REVISED PER CITY REVIEW JJJ 5 -22 -06 S /oNAL X 2 REVISED PER CITY REVIEW JJJ - 2 -22 -07 Kent, (25 850 0 DRAWN: JJJ � vt� Phone No. (253) 850 -0934 CHECKED: JJJ SCALE: SEE DETAIL nELn ecGK: PAGE: CEMENT CONCRETE APPROACH EXPIRES: 3/1Z2908 By.' DATE. Fox No. (253) 850 -0155 APPROVED: SHEET: 5 OF: 11 FOR DRIVEWAYS DETAIL NO. F -04 NO. REVISION BY APPR. DATE CD' R- 3i'73DS 5 - 5'�T3 0 3CscetNl) !4ClillNEf! ,�'i ��,'�jQ% w - 'Si'73 05( SCAN) ROLL 20-6 FR 303 ' IIII ■117����1�1111� • � ■�r��lll��`.Ilil9l� —� �■1 I �� ■I I����Fa�l��lll��� IE_ ■I1� EIMNI■� ce I�� II_'�!■ 4�_ mm —i mm - C 9 TYPE 2`-48• ....« CEMENT CONCRETE SID WALK -- 405 I CB #8 -TYPE 2- 8" _5 RIM: 40B.0 425 4 NOTE: TOP OF LIP AT DRIVEWAYS. I \ \ 4OO CONCRETE VERTICAL CURB AND GUTTER 121' -12" CPI P ® CURB DETAIL 420 _ I \ \� NOT TO SCALE FRONT VIEW 395 _ _ , 395 FORESTBROOK TOWNHOMES 18" 2'-7" 5' -0" ST 6t4 35.2' RT EDMOND x• STA 0 +00 (SEWER MAIN) 415 ST 2+0 SEWER MAN ST 0 +80 S WER MAI I EXIST. SAN SEWER MAN HOLE _ SA SEW R MH #2 THE A. 46 SAN SEWE MH #1 (T E A, 8" STD. MH, 48" DIA - 0 +50 1 +00 1 +50 9+00 � RIM: 402. MATCH EX. GRAD 390 RIM: 394.6 F-- --4 390 N IE: 389.9 (EXIST. 8 ", SE) - ANCHOR BOLT PATTERN B_p- nn�n. rr z+ *rL+ i n,1, Sr 2r SS IE: 390.1 NEW 8 ", N rlLVrl..E 1a[z[ 17i. 6 +50 7 +00 7 +50 8 .8 +00 +50 CONTRACTOR TO VERIFY ELEVATIONS PER NDCBU PEDESTAL DEPR ESSED CARIES wBB k DDrroR ` TEMPLATE (SEE NOTE ]) SCALE: HORIZ: 1 " = 20' PROFILE —LOT 617 ESMT & OFFSITE E —c ANNEL BOTTOM AS NECESSA PRIOR TO CONSTRUCTION VERT..• 1 " = 5' SCALE.' HOR/Z.' 1 " = 20' R H TO R 318" x FULL DEPTH ] /B• ExPANSDN .Ia'Nr ) I/ERT.' 1" - — -- - EXPANSION JOINT (lw J (SEE Sro. P ]) 5 P � � DR WIIAY PLAN P O _ 1/2-X5- - f n•owES u",o z- .- N, cro Non - ..w N, c c rxn v,ua 6 le- A DG` SIGN RE r ,• (BY OTHERS) MATERIAL LvRB RETURN /� Enottu Y TEN. Tx[ wTTEA.L. , 1 .. .. -. 1 /4•/FT. SLOPE ONLY MW R 91ALL BE MCOt Ai ALL C0.n .EPTIS AT DBECIED ex FNOMEt AIE A.L. IXTFNO T' o' (B oOITHERS) I /2•R 1/4•/FT. SLOPE Au s m aE Pu® Acuxsr THE BLAB AAm rxE T SLAT. eE A can fEn n (SEE cOxmx[I) vv t c r CEMENT CONCRE , /2'R 4 1 /2•R /Yx S AN4. AZ:. SZ X IU- TRaI P.cS ro P.T.'S Ai ALL O.rtD RETINmi I CURB k GUTTER /-PAVEMENT AS PER PLANS. / X EID aI MA AL WALL ra PIACm AT [vEar rauIN mCA•AVt PANEL L 1 qq ZZVE MIN'. mLrrAlxs s,AU <arau m TIC raa- _Erls a aws a 0/1•) wm An � CEMENT caNC (SEE NOTE 3) Ery,I�ar• d PmESTRIAx CURB (Tm.) CEMENT CONCRETE 1 PAVEMENT AS PER PLANS M[ eulaeEre EHALL HAVE A eROCN D "s, rmH vu [Ixa xAWVe A 2 1/2" TOOLED FlNSH.x EL J /e' E%PANSICN ]DINT ( ) .. a (1EEx E. LAO ix CONmACT) PEDESTRIAN CURB TYP. RAMP WTH 12H:IV 4 (m.) (SEE U. Tux f -]) ° (SEE sro. LAN f ,) SLOPE (TW.) u PARKWAY CONCD CURB AND �� cOUVACnav sxuA az vox (um,Mn vROCrw} ' STANDARD OEM. CONC. CEMENT CONCRETE sO 1 CEMENT CURB AND GUTTER wT�R CONCRETE DEPRESSED CURB k CUTTER SLOPE ROUNDING VARIES K M CONTRACT) _ SIDE VIEW ° SIDEWALK (SEE NOTE 3) IN CONTRACT TO AV WALL (SEE DETAIL) j) a SECTION A -A T /z- %a- EXPANSION MATERIAL SECTION B -B 1 /4'11 AT JOINTS SOEWAIJ( L e TYPE , ISOMETRIC VIEW VARIES - - D MIN, NEIGHBORHOOD DELIVERY & 02 SEE SHEET 3 CEM. CONC., CURB.AND CUTTER I/2•X4' EXPANSION MATERIAL {- (SEE CONTRACT) -,. 1/4•R AT MINTS 1/2• R. (TYP) INCLUDED NOT i ,. wnen m< drw <.oy wmh <.« <dS Js r«l. <onstrP<e D full - A emu- IN BID IEM COLLECTION BOX UNIT dep"' expansion pint (see Slandc,d Fl- F-3) with 3 /B" joint 7� RA SEE xore I CEMENT LAN.- fill" OIDng the dr'vew -y re te,H TO CURB AND GUTTER 1/4• PREMO(DED • (N.D. C.B. U.) INSTALLATION SCORE UNES 10 BE RADIAL W "PU�EI(Txypl_) CURB x LATTER �.• W, "NT RLL R NOT TO SCALE PI IN WEw (SEE NOTE J) 2. Construct expans i,, joints pa HOI n lh the cA.t,Ni,, " + required Ot 15' m m spacing when driveway widths exceed 30'. See Std. Pl- Fm3 (Or sidewalk details. 1/2"X4• EXPANSION MATERAL •TYPICAL SIDE~�AJ(/ii 3. Cu,b gutt<, shown, s e the CP V, I. Pi,- f., the RECOMMENDED FOR APPROVAL /4 R AT JOINTS SCORE UNES xnr TO =<AIF -1, design specified. See Sid. Plcn F -, (o, -1, d<t011s. . a. DETAIL NO. F00-7 e z'rY o F' 1:7- E 1-T T O N 4. Avoid placing drainage structures, p-ti- boxes nr other DEPARTMENT OF PUBLIC WORKS I—ES - MIN nb=lrP<(iDnR .n Trnnl n( driv <wn <nl, <n«,. F Br DATE -- - NOT TO SCALE LUA 05 -065 o y �S 5 J. Jq 'W' -WOTH DF SIDEWALK � RAVP (SEE CIXTIRACT) RA,.. Q-`' DF WAs/y/ CKC. Of CEMENT CON-TE PEDESTRIAN .� , PROFILES, SECTIONS & DETAILS CURS (W.) e� RK /�' DATE.' O ENGINEER: JAEGER ENGINEERING WEBBER SHORT PLAT CEMENT CPUCRETE J /B" E%PM'AON ,pxi (M.) SOT 20734 9419 South 204th PI ace DESIGNED: JJJ DATE: 12/10/05 FILE NAME: spcwAEx sccna+ Oq (SEE sro. Pux P -J) KE3, Q G�?�' ,� BY. DATE.' 1. REVISED PER CITY REVIEW JJJ 5 -22 -06 S /oNAL X 2 REVISED PER CITY REVIEW JJJ - 2 -22 -07 Kent, (25 850 0 DRAWN: JJJ � vt� Phone No. (253) 850 -0934 CHECKED: JJJ SCALE: SEE DETAIL nELn ecGK: PAGE: CEMENT CONCRETE APPROACH EXPIRES: 3/1Z2908 By.' DATE. Fox No. (253) 850 -0155 APPROVED: SHEET: 5 OF: 11 FOR DRIVEWAYS DETAIL NO. F -04 NO. REVISION BY APPR. DATE CD' R- 3i'73DS 5 - 5'�T3 0 3CscetNl) !4ClillNEf! ,�'i ��,'�jQ% w - 'Si'73 05( SCAN) ROLL 20-6 FR 303 '