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HomeMy WebLinkAboutR-39003900 NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E. W.M. ALPINE NURSERY o SEE SHEET C18 o -� I to 1 )� OR 11, TYPE i 1 1 GB IIA TYPE 2-46"6S 3 jrabB LB 13, TYPE I A �---_ _-. I II Q 00, .iJ' R ROUND SOLI' LOCK/NG LID BSN E ME 3]209 RIAM� 4 41 41+66JS 9-3T R (Sm)6o.6 ' .0 W IH THE GH CURB INLET'• .77QL 6' STORM STUB T1P 9 J6&58 6" IE36996 (S) IN RIM 3i2i3J7y$j STA. 42+09. 7,9.54 R '• q J 36&A7 i2" IES , (E) IN l2" lE46&89-(SE) INJ@979 RIM 20 --------- 19 RIM3111&J 17 JB&4712"' I£�65.-66 (W) OUT 2" 1E3 090 (E) IN ]! IF (IV OUT 78 T- 12" IE ( INJB&T .' .-- - IE£OUT 04 -- 18 17 - LF DID 06 00} 42+00 ROAD 'B" "LOPE _ 00 - - _ w02AYlLF (PTO) MI 12" LOPE (Pit) IF 12" LC E 12 43 OF 12" LOPS - • U] (P13) C / AB 2Q�C&44l 6 ( O O CB 12, TWE 1 a x $TA. 4 38.00, 91]' R R/M 3+'SH537QJ0 I- l TONAL VAN A / WfTH THROUGH CURB INLET 21 ® f' 6 Z 12" /£369:99 (E) IN M7.W 1 A STA. 41+70.69, 19.39' R (SM,) ® 18 \ (/J 12" 1£39i9B-(W) OUTM7,00 RIM 3+'4:3+31223 \ L li Z to CB 9 TWE 2-48 W/ ROUND SOLID LOCKING LID f STA. 2J+91.4$ 1213' L (SIR) (AB) W H STA. 40+12.17, 9.17 R (SIR.) RIM 3]240 6" IS 469A6 -(SE) IN 369.28 12" /E368 X (NW) OUT MAN I kal 37163 RIM 3i5d•HJ1Q18 B" lE 389.31 (N) 'I 12" IE266.64 (E) IN J65B6 6" /E 369.55 (5) I 8' lE 3]0.08 .' I e' lE 3T'A33 ([N) Q 12" IF 466.64-(N) IN MAN 6" IE 369.40 (1 I 6- E3]0.19 (w) 18" IE CUT JB146 - SEE SHEET C18 PW STA = 4J+82T1 vw A.D..D. - -AM 78 P. ELEV = L.P. =3)241 K = 15" H. H. P. STA = 1+5 TA LP. STA 42+09.37 75,00• N: 11+5211 PN STA = 4J715 PW STA = 42+5552 1 PN 4EV = J]J26 PN ELEV = J71.17 0 e A.0. = -467 A.0. = 11157 gg K= K=1&87 , w 80.00' YC 180.00' N: � b C LP. ELEV = 3]0.2] n m LP. STA = 40+30.]4 ¢ 4 PN STA =, 50 ry d 4 PN V = 3M.1 EIE A.D. = 65 .85 Q h ~ i�n N d K-42 l -- 10.°° madmd - ,�- m d d= MAX AT RQW. Ww AT CEHIIMMJFZI;ZI;0 Y RI 1E/3ANE NN_-____. - 4FR (AB) 0.61-__-_' "LCPE 0 . nIIIIIIIIIIE P13_-_ F 1 CPE PtF...j_CE1) AM 41f�(E) FROM CB 109 TO CB 6 CB 13 YPE 1 14 TWE 1 ] CB ITA, WE 2-46" RIM 31227 6" IE365KsO INJ6&59 W ROUN LID 5" lE 3 9.62 (N) IN SOLID LOCKIN 30 12" IE366E5 E) IN JM47 RIM 3]2. 3 (AB) �W}OU 04 (N) (E) IN 367.00 12" IE36B69 W) OUT 36&4] )2" IE (SE) IN 76 (11� CUT38700 Nit TYPE 2-48" 78 LAN B 12" IS (W) OUT W/ A OUND SOLID LOCKING LID RTMnFR&6FJM29 12" I -36G84 (E) IN 1 36586 fY I 46681-(N) INMAN 18" 13653♦ -(5) O TJB&M ROA " "BGRAPHIC N O F2T H •O m m n m ! �^I CC O N h m A V1 �e h N h h 4 �b CC h b O wf b ! `T b �e b� 0 b 3.A •O� b n q b •O N b b N M11 q O N m O eb ^IS O"' r I� n SCALE O h U h U h O h O h b ry hqh "1 hNh h" "h1h ✓hi^h �h ^ Nh 0 10 20 40 h h h h h h h h M h " "h 1 INCH = 20 FT. HORIZONTAL 40+00 40+40 40+80 41+10 41+80 42+00 41+40 AI0I 43+10 43+80 44+OD 44+40 0 2.5 5 10 VER77CAL DATUM: U77LITY CROSSING NI VO 88, PER CITY OF RENTON VERTICAL CONTROL. ONA UTILITY CROSSING, REFER TO Cat FOR DETAILS 1 INCH 15 FT. VERTICAL HORIZONTAL DATUM: HAD 1963/91 PER CITY OF RENTON MONUMENTS CATCH BASIN NOTE.' RECOMMENDED FOR APPOVAL BENCHMARK.' IF DURING CONSTRUCAON. IT IS FOUND THAT PIPE ANGLES REWIRE ROTATION OF THE TWE I CB AND MISALIGNMENT I. CITY OF RENTON CONTROL POINT NO 7. 212FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 gy; Date: WITH THE CURB, THE CITY WILL REWIRE REMOVAL AND IN MONUMENT CASE AT ME INTERSECTION OF THE CENTERLINE OF 1487H PLACE SE AND SE 142ND STREET, ELEVATION REPLACEMENT OF TYPE i CB WITH LARGER STRUCTURE AND = 363.697 FEET. ADEQUATE KNOCKOUT. BY: Date: 2. CITY OF RENTON CONTROL POINT NO. 1852. FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE BY: Date: C£N]£RUNE OF NE 4TH STREET AND 148TH AVENUE SE, ELEVATION = 454.769 FEET A S 8 UI L T BY: Date- VASR Qf y fi , CnY CDMMENM RENEW , MA 03.03.16 MN B NoeD µ ;;y , • CITY OF ALPINE NURSERY p�09.2B.i5 2 CITY C04MENIS, RENEW 2 Ma 0523.,6 Ma „ns Cel 2 WorI Days BOWS You Db 811 D.R. STRONG 3 M1URS CONSULTING ENGINEERS 4 A6-Buu WV 07.211.16 YN Mu EAS oe.4EAPPR RENTON ROAD AND STORM DRAINAGE PLAN &PROFILE -ROAD "B" „ wn q ENGINEERS PLANNERS SURVEYORS , r,P DA7UM Ihftlerg 1a�lee ND, LOCeR011CMtY �,MftD,OftW,l) 1 CONAL "�� 620TTHAVENUE KIRKLANO, WA B&13J fxEO- Ir T P qo r Planning/Building/Public Warks Dept. C21 IA NO. Y REVISION D�• D U15007366 M F42 042582]3033 F42562J.2423 µI� 21 DRS PROJECT NO. 14069 R-390039