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HomeMy WebLinkAboutR-39004100 0 0 0 0 1 U) Q D J NAVD 88, PER CITY OF RENTON VERT/CAL CONTROL, HORIZONTAL DATUM. NAD 1983191 PER CITY OF RENTON MONUMENT$. BENCHMARK: STA. 33+42.26, 14.06' L RIMY4B31235 H-- 12" /E 36+".44 (SE) INx7.50 12" /E36,?4p (w) WTxl.30 T ----------- STA -24------- C9 e .f.3 ds nn . \ EV 6' L 37029 (1) U W LL 33+00 _ WLLj- - - N NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E. W.M. ALPINE NURSERY SEE SHEE, L'�{p� CB 1 TYPE 2-48" SEE SHEETSEE SHEET C/ 20 FOR DETAILS STA. 35+89 01, 1171' L (SM.) RIM d46.4 J76" � "90 CH 6" IE36344 (E) IN JU42 365 ]0 I -� CB 3, TYPE 2-48" 25 12" IES ..99 (W) IN.T82a2 25 24" IE�O494 (N) IN x202 6" C 36366 (E/ STA. 33+8586, 1836' L (SIR.) 24" IE�(SE) OUT 36202 / s 27 / Ep6 t 12" /E d6x9P(A) JIIUDW \24 lE-d6t+TP(W) 1N T 3112 1f za" 1E36fd�9 (s) our x290 1 %41F 24" LOPE (P3) 308 LF 15 34+00 ROAD Imo- _ _ 35100 �) eq. / 5 4 37301 ��. CB 4 TYPE 2-4B" - 6.6: mulif (s) z R (ST?RIM�]24T-31224 CB 5 TYPE 2-48" 1 12" IE�(W) INJISI STA. 33+51.48, 21.04'R (STR) i 18" IE3 (N) IN x308 STA. 61+35.63, 12.80'L (STR.) -his" IE39269 (E) OUT36309 RIM � J7117 6" 1E364v99(Nw)IN36397 SEE SHEET C20 12" IE 9d3..50 -(E) IN J6347 18" IF d6d.94(W) IN 311312 LP. ELEV + 31210 18" IF 36&9P(S) OUT36312 LP. STA w 33+4567 PH STA - J3+4564 PN STA - 33+8390 PM ELEV = 37260 PN ELEV = 37260 AD. 3.93 ¢ A.D. - I.W KIDW Kw2W 20.00' VCJ 2000• VC 1¢ az a� mSO ?s x I. CITY OF RENTON CONTROL POINT NO. 2127. FOUND 35+20 PUNCHED 1-112" BRASS DISK IN CONCRETE MONUMENT 35+80 DOWN 0.8 IN MONUMENT CASE AT THE INTERSEOPON OF 36+40 x+BD THE CENTERLINE OF 1487H PLACE SE. AND SE 142ND 1, MN STREET, ELEVARON = 363697 FEET MN 2 CITY OF RENTON CONTROL PONT 140. 1852 FOUND AAs NOTED PUNCHED 3" BRASS SURFACE DISK AT THE N INTERSECDON OF RIE CENTERLINE OF NE 4TH STREET N AND 148TH AVENUE SE, ELEVADON = 454)69 FEET v UTILITY CROSSING NOTE.' w EAS W.12.17 Mu rLP 1.13 OUTILITY CROSSING, REFER TO C42 FOR DETAILS -------------- CATCH BASIN NOTE.• LA 11,E1, LLI IF DURING CONSTRUCDON IT IS FOUND THAT PIPE L13 ANGLES REQUIRE ROTATION OF THE TYPE 1 CS AND LA MISALIGNMENT WTH THE CURB, THE CITY WILL REQUIRE REMOVAL AND REPLACEMENT OF TYPE i OR WITH DRS PROJECT NO. 14069 R-390041 LARGER STRUCTURE AND ADEQUATE KNOCKOUT. O 0 M M v) mgmd n W z J u � Cel 2 WOHhg Day* 90" You COD 811 MUM UMargrountl Loea6on Carder 0DMT,tD,ORWA) PN STA = x+0049 PN EI EV - JN.45 AD. -240 K 5216 12500' W 24 L 12 -CPE (-102)^ -- 7 12" STA. 36+90.07, 0. 3' L a' I RlM 46409 x1 6" IE 4694♦ -(W) 1 x2 ' 77 12" IE 469-F0 6AE) U ` / I L i8 SEE STA Rim 12" 12" 18" C27 RIM 3Eh693"51 18" IE ;b 99 (E) IN 02 18" IF 36P66 -(N) OUT 0 ], 45.64" t TR.) 6&77 `(SW)361.68 / �&)x666 .LN w) IN 36666 r(E).O(LTJ6LB8 �.✓� 35+20 35+80 36+Q0. 36+40 x+BD A S BUILT BY: Date: 1, MN 103.03.161 MN �S AAs NOTED m °y", DA7UM CITY OF RENTON Planning/Building/Public Warks Dept. ALPINE NURSERY 1709 ROAD AND STORM DRAINAGE PLAN & PROFILE - ROAD "A" U15007366 28.15 12 MAJ 05.23.,6 Ma si MAI 07.2a36 My " EAS W.12.17 Mu rLP C23 -------------- T '�"""°"°""' WO 11,E1, �" 23 "4z PN STA = x+0049 PN EI EV - JN.45 AD. -240 K 5216 12500' W 24 L 12 -CPE (-102)^ -- 7 12" STA. 36+90.07, 0. 3' L a' I RlM 46409 x1 6" IE 4694♦ -(W) 1 x2 ' 77 12" IE 469-F0 6AE) U ` / I L i8 SEE STA Rim 12" 12" 18" C27 RIM 3Eh693"51 18" IE ;b 99 (E) IN 02 18" IF 36P66 -(N) OUT 0 ], 45.64" t TR.) 6&77 `(SW)361.68 / �&)x666 .LN w) IN 36666 r(E).O(LTJ6LB8 �.✓� 33+20 33+60 34+00 34+40 1 1 CITY CDMMEMIS D.R. STRONG 2 Cm �SMmm r ((� CONSULTING ENGINEERS 4 AS -611163 ENGINEERS PLANNERS SURVEYORS ` 620TTHAVENUE KIRKLAND, WAM& NO. 0425F273033 F4256272423 TYPE IL 169J6a52 E) IN 36202 ;Bf 96 (662.•�BB (N) Our J62IX NORTH GRAPHIC SCALE 0 10 20 40 mmm "I 1 INCH= 20 FT. HORIZONTAL 0` .5 5 10 1 INCH - 5 FT. VERTICAL RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY Date n,v 3f+B0 35+20 35+80 36+Q0. 36+40 x+BD A S BUILT BY: Date: 1, MN 103.03.161 MN �S AAs NOTED m °y", DA7UM CITY OF RENTON Planning/Building/Public Warks Dept. ALPINE NURSERY 1709 ROAD AND STORM DRAINAGE PLAN & PROFILE - ROAD "A" U15007366 28.15 12 MAJ 05.23.,6 Ma si MAI 07.2a36 My " EAS W.12.17 Mu rLP C23 and T '�"""°"°""' WO 11,E1, �" 23 "4z y DRS PROJECT NO. 14069 R-390041 mgmd n �d � d h GPA Ai mum. a-x1ERuxE ----------- ------------ d R.QW. caflaw -100 C1 14 ti '. 10 RIM .._...... AB,_. __.. ==4 .._.._._..__._ __.._....- 18" IE 26 F 1 " LCP _. ._ ._. _..__......__....__._.' 2173 Oa1i ._... F FROM C 6 F IO ;yam 12 DI ®-i•99h'( 101) O yp DROP CATH BASIN AND CBI 5 FR ce 104 C2 TYPE 2-4 " CB 5 TYPE RIM 89 12" IE NE) IN"..64 383416 IN l6 CB I. TYPE 2-60" .1 .TBfl 1E d63 49 -(E) RIMPbNT1.i7 24 IE W) IN x180 2a° IE (5 OUTx290 x2821 " IE36ti94 (W " IN RIM 3968 max 12" IE 36H'T(SW) IN xI.66 IE dB4r (NW) IN x397 19 LF i&06.3 x2012 IEd6h9A(N " IN 18")E eIH 4] (5) x1.66 RIM JQS) $ (E) (£) IN JU1 "LCPE ®rtf.6iA (P103) 2 IEdfib99 5 OUT " IE36bi (NW) IN x1.66 6° I A 18" IE 363x IN )6371 103 WE 1 (A6) L 24" lE�6T.3i (E) OUT x1.88 12 IE (NE) OU 99-(W) 18" IF 5q; 99 OUTx312 RI RIM )7385 14 LF 12" LCPE ® (P102) 12" IE (SW OUT BB a1 B 102 T TME 1 24" LOPE ®9?i$-(PI) x LP X18" LCPE ®BBB P /321 WET BIOFILTRATION SWALE �" 1E3 7 645t ( C 4 TYPE 2-48" 2" IEa634I- OUT OUT 1M 24" IE -;1537224 1,M 1 " IF IE a9a.34(N) IN 311301 I, " I£ 96f.9Y(N) IN )6106 IS" IE 3BP.9.9-(E WTJ630T WAD"A" brp hI� qqNN `ON 'ON "N h h °'k'i nR roR nR n n nb0b n°a �e0d albR eb0 'O bd �u!}6i b �h 33+20 33+60 34+00 34+40 1 1 CITY CDMMEMIS D.R. STRONG 2 Cm �SMmm r ((� CONSULTING ENGINEERS 4 AS -611163 ENGINEERS PLANNERS SURVEYORS ` 620TTHAVENUE KIRKLAND, WAM& NO. 0425F273033 F4256272423 TYPE IL 169J6a52 E) IN 36202 ;Bf 96 (662.•�BB (N) Our J62IX NORTH GRAPHIC SCALE 0 10 20 40 mmm "I 1 INCH= 20 FT. HORIZONTAL 0` .5 5 10 1 INCH - 5 FT. VERTICAL RECOMMENDED FOR APPOVAL BY: Date: BY: Date: BY Date n,v 3f+B0 35+20 35+80 36+Q0. 36+40 x+BD A S BUILT BY: Date: 1, MN 103.03.161 MN �S AAs NOTED m °y", DA7UM CITY OF RENTON Planning/Building/Public Warks Dept. ALPINE NURSERY 1709 ROAD AND STORM DRAINAGE PLAN & PROFILE - ROAD "A" U15007366 28.15 12 MAJ 05.23.,6 Ma si MAI 07.2a36 My " EAS W.12.17 Mu rLP C23 ewe°µV T '�"""°"°""' REVISION BY DATE APPR 11,E1, �" 23 "4z DRS PROJECT NO. 14069 R-390041