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HomeMy WebLinkAboutS-142702ISE PE,R CITY Of RE1yTOYY 19ED111YE,5 _ 2 - E8 - 90 U/I. , 5-3'90 SI EET INDEX C M T PO I UTILITIES PLAN C -2 GRADING & DRAINAGE PLAN (NORTH HALF) C -3 GRADING & DRAINAGE PLAN (SOUTH HALF) C -4 TEMPORARY EROSION CONTROL PLAN C -5 WATER PLAN (NORTH HALF) C -6 WATER PLAN (SOUTH HALF) C -7 SANITARY SEWER PLAN & PROFILE (NORTH HALF) C -8 SANITARY SEi, "_R PLAN (SOUTH HALF) C -9 WATER DETAILS C -10 DETAILS MVI5CO I'M QTT OF 0EIM11 13EUIEW C019FlMb I� I5 q0 DIES V! I C -11 DETAILS C -12 SPECIFICATIONS C 13 S.W. 5TH PLACE IMPROVEMENTS - C -14 CITY OF RENTON DETAILS d 12" ST NOTE: �-E��� ©ESC l REMOVAL OF EARTH NOT ALLOWED BELOW 41i OE EXISTII ly BEGINNING INC AT T11E SOUTFIWL'ST CORNER OF SECTION i8, TOWNSI!1P 23 NORTH, t t � SOUTBEASTERLY ON A CURVE TO THE LEFT, RADIUS 1496.43 FEET A DISTANCE, OF , ,!�, ITS INTERSECTION WITH THE NORTil LINE OF THE RAILROAD RIGHT -OF -WAY; TIIENCE SOUTII 77 DEGREES 19'14" WEST ALONG SAID RAILROAD _ RIGHT-OF-WAY W nr LINE aL 2.OU FEET; THENCE WESTE RLY 1L] ON A CURVE TO TIIE RIGHT RADIUS 18 ' 60.08 FEET .. A DISTANCE OF 544.48 FEET; THENCE NORTH 53'2 CAST 45 FEET; TII[:NCE EASTERLY ON A CURVE TO THE LEFT, DEGREES FEETOA DISTANCE OF 19G.71 FEET; THENCE NORTH 29 DEGREES 54'08" WEST 142.16 FEET; THENCE NORTHERLY ON A CURVE TO TILE NIGHT, RADIUS 300 FEET A - - DISTANCE OF 313.31 FEET; TIIMCE NORTH 2U DEGREES ' EAST 83.66 FET; THENCE SOUTH GO DEGREES 03'54" EAST 30 FEET TO TILE TRUE POINT OF #' BEGINNING. + -�-- -- 10" W I ; ` LESS STREET RIGHT -OF -WAY TO BE DEDICATED TO THE CITY OF RENTON, AS DESCRIBE !N Is / SCALE 1 " -40' M 1; BENCHMARK: - TOP NUT FIRE HYDRANT AT S.W. 5TH PLACE L IF & MAPLE AVE. S.W. -; I I ELEV. - 30.94 ` s , i `... ✓ EAT€dN i + • r, _ k , � r CQ D. BEGINNING AT TILE SAID TRUE POINT OF BEGINNING; THENCE SOUTH c, 29 DEGREES 56'OG" WEST, 83.8G FEET; THENCE SOUTHERLY ON A CURVE TO THE LEFT, RADIUS 270 FEET, A DISTANCE OF 281.98 FEET; THENCE SOUTH 29 +` DEGREES 54'08" 1:AST, G2.1G FEET; THENCE SOUTHEASTERLY C*- A CURVE TO THE LEFT, RADIUS 20 FEET A DISTANCE OF 31.42 FEET; THENCE 'NORTH GO DEGREES 05'52" EAST 673 .12 FEET; THENCE SOUTH 20 DEGREES 54'08" EAST 80 FEET; _ 'THENCE SOUTH f,U DECK • ' CLS 05'52" W•' � CST 723.12 FEET; THEN P i C. NORTH 28 DECIII:I" r 2 ,S J4'Uf." WEST 14 Z.1.. FEET; THENCE NORTHERLY ON A CUR VE•' TO TI11; T' RIGHT, RADIUS 300 FEET A DISTANCE OF 313.31 FEET; THENCE NORT'II 29 DEGREES 56'06" EAST 83.8G FEET; THENCE SOUTH 60 DEGREES 03'S4" EAST 30 ' ✓ ��r., f. - - -.. FEET TO THE' TRUE POINT OF BEGINNING. BOTH 15UNDS HAVE BEEN ELIMINATIT. SEE. N4EET C-i3 LEGEN /� r" �,r `�� `��, '$ •• PROPERTY LINE - ROADWAY CENTERLINE EXISTING CONTOURS NEW SANITARY SEWER LINE W/ MANHOLE a SIDE SERVICE LINE kP f•� M EXISTING 1 ARY SEWER.I INF. Y` J ! lit, t ..s' E �- -- /� •..- ',,' "t NEW WATER MAIN W /GATE VALVE & FIRE HYDRANT ASSEMBLY to •Q EXISTING WATER MAIN W/ FIRE HYDRANT >' N R NEW STORM SEWER W /CATCHBASIN \ - -'."}- •EXISTING STORM SEWER W /CATCHBASIN 4"0AVPVC e FOOTING DRAIN OR TIGHTLINE. \ r ts�, ';S • .i°�: NEW STORM SEWER W /YARD DRAW y - • e - 17 i f . ,. .i. Aw , r s _ t ":, ;. 1 .�c.-c'�1"'r a �Z'sx-•�f a r✓ f Z rs: > Iax ` _ �l D - _ -10 "1 "Reproduced with permission granted by TIOLIAS BROS. NAPS. This map is copyrighted by THOMAS DROS, FLIPS. It is unlawful - '�'"` - ,•: " ' to copy or reproduce all: or any past thereof, whether for _ � - ' ''�• -•° � � -. np personal use or .resale, without permission." - S' r� P� W Lo Ln a � U 914 N L0 f .., a A I1 (n O Q O 4'1 04 0 (0 O O � N II 0 1 I I F IL D ®r _O W cc Iu N D ®t 2 CL D 00 It W QI Z 0 cc I QC 0 C 0 im PROJECT NO 88 -104 DRAWN BY PAR ISSUE DATE 11 -22 -88 LATEST REV 6-15 -9® aw5Z7 CIFIC CIVIL ENGINEERING AN [_��NLGHNEERING C .. CONSULTANT 1 9 1 1 A I I I I A I I I AL I A I - I& I A I I I A I I I IA I. I I I I AI.. r� P� W Lo Ln a � U 914 N L0 f .., a A I1 (n O Q O 4'1 04 0 (0 O O � N II 0 1 I I F IL D ®r _O W cc Iu N D ®t 2 CL D 00 It W QI Z 0 cc I QC 0 C 0 im PROJECT NO 88 -104 DRAWN BY PAR ISSUE DATE 11 -22 -88 LATEST REV 6-15 -9® aw5Z7 CIFIC CIVIL ENGINEERING AN [_��NLGHNEERING C .. CONSULTANT 1 9 1 1 A I I I I A I I I AL I A I - I& I A I I I A I I I IA I. I I I I AI.. PROJECT NO 88 -104 DRAWN BY PAR ISSUE DATE 11 -22 -88 LATEST REV 6-15 -9® aw5Z7 CIFIC CIVIL ENGINEERING AN [_��NLGHNEERING C .. CONSULTANT 1 9 1 1 A I I I I A I I I AL I A I - I& I A I I I A I I I IA I. I I I I AI..