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HomeMy WebLinkAboutR-39003700 0 0 0 0 1 U) Q D J NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E. W.M. SEE SHEET C2 ALPINE NURSERY FG 372. FG 370.0 FG X374.0 CB 104 TYPE 2-4B' STA. 25+5]9], 380U"L (SRI) TA. 60+3800, 995' R (SIR.)03 ) IM�69-5F38185 / 2" I£-3864E(SW) IN .786120 r� ,�4/� _ - ° JE 36fntr(E) OUT T 10 18 RE P7 IT 3i -LP 12" LOPE P20a / 5 6 FG 370. 0\ 00 r -I V I— LLI w 2 In W W N C 19 N vil Q W Z rr J u F - Q i 1 f e � 7q k R si FG 3670 LWA CB 404TME i— STA. 27+53.83, 12 77 I 29+00 RIM �66:4A781N— _ _ i12 -IE �(N) OUT 38684 370J 0 m u xn aeiyss� DATUM -� X3]2 4 m N N OI "" 77m. FAS 08.12.17 ApO! 9fi � I Eldsma ARA GROWT FINISHED ADE AT I 7 All 2 Cm 001411411 RENEW 2 Cal z worktig Day* eetwe You oy 811ENGINEERS 3 rnoxN99K UMM UMargountl Location C ntw 00 PLANNERS SURVEYORS 3] LF JB" LOP 620]THAVENUE KIRKLAND, AAM 0425F2730M F4256272423 NO. REVISION 38 X12" LCR ®d5" (PE04 (AB) B3 LF 12" L 0.2111 PE ®4)691 __- - 304 V 172 IF 18" OI (P8) LOPE ® ° P404 83 LF 12" LCPE (P14) " LP I " LLu LCPE P404 Lu © F +O w T� Lu S) IN NE OUT CB 6. f may— — In 2-48- BI-DIRECBONAL VANED GR RIM 9694h 12" IE 12" IS STA. 25+12.96, 1141' L (SIR) WITH THROUGH CURB INLET CB 204 TME i CB 304 TME 1 RIM 06IR.26 12" IE RIM 969.9938148 a o OR ] TME STA. 25+39.20, 38.00' L (SM..) STA. 25+82.96. 121 ]' L STA. 26+66.34, 12.1]' i 9 104 TMf 2 _ . _ ....... -.. 18 '1E36363 (7)127 38381 .... ............. ..STA, -60+38.00.-8. ]6".l.(STR) __ 12" IE 12" IE RIM - 18" IS 363.67 (SE') OUT 38381 RIM 96959]8148 ...RIM�(i9:4h38125 Ip 12" IF 9' 5' (S) IN 38628 IE/E38170 12" /rv.%AJO W IE(NNINtIlULIR 18" IE (E) OUT 18" 1E953d.P(NW IN3838I 12" /E 3Eh3a-(NE) OUT386ffi 12" IF 96}.�'9(N) WT 38650 18" IE96349 E OUTMI NN by'�j nQ nQ Wn brj b,�j Mp N b W H. P. ELEV - 359.88 H. P. STA - 25+3].99 Pit STA - 25+3201 PN EZEV - 37102 A.D. - -242 K=212]0 00 r -I V I— LLI w 2 In W W N C 19 N vil Q W Z rr J u F - Q i 1 f e � 7q k R si FG 3670 LWA CB 404TME i— STA. 27+53.83, 12 77 I 29+00 RIM �66:4A781N— _ _ i12 -IE �(N) OUT 38684 Kdx9�F�'P�FYSri�iBSSP�':II:4 VERTICAL DATUM: NAW 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZONTAL DATUM: HAD 1983191 PER CITY OF RENTON MONUMENTS BENCHMARK: I. CITY OF RENTON CONTROL POINT NO 2127. FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT ME INTERSECTION OF NE CENTERLINE OF I48TH PLACE SE AND S£ 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852. FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF HE 4TH STREET AND 14BVi AVENUE SE, ELEVATION = 454.769 FEET 0 m u xn aeiyss� DATUM CITY OF RENTON Planning/Building/Public Warks Dept. 4 m N N OI "" 77m. FAS 08.12.17 ApO! 9fi � I Eldsma ARA GROWT FINISHED ADE AT now LSI E All 2 Cm 001411411 RENEW 2 Cal z worktig Day* eetwe You oy 811ENGINEERS CONSULTING ENGINEERSa rnoxN99K UMM UMargountl Location C ntw ' PLANNERS SURVEYORS 3] LF JB" LOP 620]THAVENUE KIRKLAND, AAM 0425F2730M F4256272423 NO. REVISION 38 X12" LCR ®d5" (PE04 (AB) B3 LF 12" L 0.2111 PE ®4)691 __- - 304 w LFI Tr LOPE ® ° P404 Xl S) IN NE OUT RIM 9694h 12" IE 12" IS CB 304YPE 1 RL7J N) OUT 3544 4 RIM 06IR.26 12" IE OR ] TME -48"L IB (N) IN 38381 (5£)QUi J1I CB 6 RIM I E 2-48" i i 9 104 TMf 2 48" ) IN 38610 WT38670 12" IE 12" IE (S) IN 386 (N) OUT 31450 RIM 98999 Is- IE 18- IF 363.6 lMIB.R5F38E1 " IS a ft ml -(S 964 "IE r19(E 38148 W IE(NNINtIlULIR 18" IE (E) OUT =81 NN by'�j nQ nQ Wn brj b,�j Mp N b W Kdx9�F�'P�FYSri�iBSSP�':II:4 VERTICAL DATUM: NAW 88, PER CITY OF RENTON VERTICAL CONTROL. HORIZONTAL DATUM: HAD 1983191 PER CITY OF RENTON MONUMENTS BENCHMARK: I. CITY OF RENTON CONTROL POINT NO 2127. FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8 IN MONUMENT CASE AT ME INTERSECTION OF NE CENTERLINE OF I48TH PLACE SE AND S£ 142ND STREET, ELEVATION = 363.697 FEET. 2. CITY OF RENTON CONTROL POINT NO. 1852. FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE CENTERLINE OF HE 4TH STREET AND 14BVi AVENUE SE, ELEVATION = 454.769 FEET U77LITY CROSSING NOTE.* 0 UTILITY CROSSING REFER TO C42 FOR DETAILS CATCH BASIN NOTE" 1F DURING CONSTRUCTION, IT 1S FOUND ]HAT PIPE ANGLES REQUIRE ROTAbON OF THE TYPE I CB AND MISALIGNMENT WITH RIE CURB, ME CITY WILL REWIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB MM LARGER STRUCTURE AND ADEQUATE KNOCKOUT ::::1Q New NOTED m u xn aeiyss� DATUM CITY OF RENTON Planning/Building/Public Warks Dept. ASN "" 77m. FAS 08.12.17 ApO! 9fi � I 1 cm C04ME1,118. RENEW t Nff3ilE 3"E R°"'aY D.R. STRONG 2 Cm 001411411 RENEW 2 Cal z worktig Day* eetwe You oy 811ENGINEERS CONSULTING ENGINEERSa III UMM UMargountl Location C ntw ' PLANNERS SURVEYORS m,MT.ND,OR,wA) Z"� ^ ZONAL .1V 620]THAVENUE KIRKLAND, AAM 0425F2730M F4256272423 NO. REVISION U77LITY CROSSING NOTE.* 0 UTILITY CROSSING REFER TO C42 FOR DETAILS CATCH BASIN NOTE" 1F DURING CONSTRUCTION, IT 1S FOUND ]HAT PIPE ANGLES REQUIRE ROTAbON OF THE TYPE I CB AND MISALIGNMENT WITH RIE CURB, ME CITY WILL REWIRE REMOVAL AND REPLACEMENT OF TYPE 1 CB MM LARGER STRUCTURE AND ADEQUATE KNOCKOUT ::::1Q New NOTED m u xn aeiyss� DATUM CITY OF RENTON Planning/Building/Public Warks Dept. wv 05.23.16As 23-16 "" 77m. FAS 08.12.17 WAPPR. � I Nff3ilE 3"E R°"'aY BY DATE GRAPHIC SCALE 0 10 20 40 1 INCH = 20 PT. HORIZONTAL 0 2.5 5 10 1 INCH = 5 FT VERTICAL BY: Date: BY: Date: BY: Date: B A S BUILT Y: Date: ALPINE NURSERY me 09.28.15 ROAD AND STORM DRAINAGE PLAN & PROFILE -160TH AVE SE " "o C19 U15007366 ."M, 19 M 42 DRS PROJECT NO. 14069 R-390037