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Home My WebLink AboutR-383816� w Z C) U N D l_i._ O ry CL w 0 ry W Q LLl Q U Z W w i w Q Z W J Li. 410 'II 390 380 RIM 1382.48 12" lE 377.98 (SW) 18" 1E 377.48 (NE) 370 SE 1/4 SECTION 14., TOWNSHIP 23 N., RANGE 5 E, W.M. THE ENCLA VLw A T BRIDLE RIDGE 30+00 30+40 31+20 32+00 MM(aff#ZA YjI Ff" 1 NA VD 88 PER Cl TY OF REN TON VERTICAL CONTROL BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2127, CONCRETE MONUMENT WITH PUNCHED 1-1/2" BRASS DISK, DOWN 0.7' IN MONUMENT CASE AT THE INTERSECTION OF SE 142ND STREET AND 148TH PLACE SEE, ELEVATION = 363.697 FEET. (PUBLISHED ELEVATION = 110.855 METERS) 2. CITY OF RENTON CONTROL POINT NO. 2103: PUNCHED BRASS PLUG SET IN CONCRETE FLUSH WITH ROAD SURFACE AT THE IN TERSEC 77ON OF SE, 128TH STREET AND 156TH AVENUE SE. AKA THE NORTH QUARTER CORNER OF SECTION 14-23-5, ELEVATION = 547.94 FEET. J. CITY OF RENTON CONTROL POINT NO. 1909: CONCRETE MONUMENT WITH TACK IN LEAD PLUG AT THE INTERSECTION OF SEE, 139TH ST. AND 156TH AVENUE SE., ELEVATION = 372.34 FEET. HORIZON TA DA TUM.- NAD UM:NAD 1983/91 PER CITY OF RENTON MONUMENTS. BASIS OF BEARINGS: N88'37'40"W ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 14-23-5 PER KING COUNTY SURVEY CONTROL POINTS 3763 AND 3764. XO UTILITY CROSSING, SEE SHEET C29 FOR DETAILS t Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) A. JOS et OF a O • O 4 2� S IS"fER � AL �• 32+80 33+60 34+40 35+20 WALL NO TES.- SEPARATE ES: SEPARATE BUILDING PERMIT REVIEW IS REQUIRED FOR ALL WALLS EXCEEDING 4 FEET IN HEIGHT. STRUCTURAL REVIEW OF WALLS WILL BE DONE WITH BUILDING PERMIT. 1 CITY COMMENTS 11.13.14 2 CITY COMMENTSD.R. STRONG CONSUL TING ENGINEERS 3 cmr COMMENTS4 MYLARS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 N 0. REVISION 0 425.827.3063 F 425.827.2423 M/w d coN"?9 ".� PN STA = 34+72.51 "O ..2 rno t\°eg oao �N `orj PW ELEV = 397.23 MAJ DRAWN: YLP �C N CHECKED: MAJ A.O. _ -4.00 AP P R op : rn °'� NCIO o K = 5.00 410 20.00' VC II mom' -� h O O L.P. ELEV = 381.91 N coo +'PIZ L. P. STA = 31+23.49 + �' � to o PVI STA 31+85.99 W N Ki PW ELEV = 380.04V �i W W + + o A.D. _ 8.00 m K = 31.25 400 250.00' VC W 9G f' W W 390 FINISHED GRADE AT ROW CENTERUNE EXIS71NG GRADE AT ROW CENIE'RLINE ----i ---------- -- _ _ __ 380 24" LCPE TO INLET 1 10 18" HDPE O 0.50X P CB 2 TYPE 1L RIM 381.57 12" IE 37Z 10 (N) IN 18" 1E 376.60 (WE) IN, OUT CB 1 TYPE 2-48" 25 LF 12" LCPE O 5.88' (P102) DROP CATCH BASIN RIM 386.56 CB 102 TYPE_ .1 12"- IE 385.08 (N) IN RIM 361.57 18" IE 375.55 (W) IN 12" 1E 378.57 (S) OUT 24" IE 375.05 (S) OUT 'E O 1.07X (P3� 24 LF 12" LCPE O 2.00' (P101) CB 101 TYPE 1 RIM 388.55 12" IE 385.55 (S) OUT SE 7 TH PL 30+00 30+40 31+20 32+00 MM(aff#ZA YjI Ff" 1 NA VD 88 PER Cl TY OF REN TON VERTICAL CONTROL BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2127, CONCRETE MONUMENT WITH PUNCHED 1-1/2" BRASS DISK, DOWN 0.7' IN MONUMENT CASE AT THE INTERSECTION OF SE 142ND STREET AND 148TH PLACE SEE, ELEVATION = 363.697 FEET. (PUBLISHED ELEVATION = 110.855 METERS) 2. CITY OF RENTON CONTROL POINT NO. 2103: PUNCHED BRASS PLUG SET IN CONCRETE FLUSH WITH ROAD SURFACE AT THE IN TERSEC 77ON OF SE, 128TH STREET AND 156TH AVENUE SE. AKA THE NORTH QUARTER CORNER OF SECTION 14-23-5, ELEVATION = 547.94 FEET. J. CITY OF RENTON CONTROL POINT NO. 1909: CONCRETE MONUMENT WITH TACK IN LEAD PLUG AT THE INTERSECTION OF SEE, 139TH ST. AND 156TH AVENUE SE., ELEVATION = 372.34 FEET. HORIZON TA DA TUM.- NAD UM:NAD 1983/91 PER CITY OF RENTON MONUMENTS. BASIS OF BEARINGS: N88'37'40"W ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 14-23-5 PER KING COUNTY SURVEY CONTROL POINTS 3763 AND 3764. XO UTILITY CROSSING, SEE SHEET C29 FOR DETAILS t Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) A. JOS et OF a O • O 4 2� S IS"fER � AL �• 32+80 33+60 34+40 35+20 WALL NO TES.- SEPARATE ES: SEPARATE BUILDING PERMIT REVIEW IS REQUIRED FOR ALL WALLS EXCEEDING 4 FEET IN HEIGHT. STRUCTURAL REVIEW OF WALLS WILL BE DONE WITH BUILDING PERMIT. 1 CITY COMMENTS 11.13.14 2 CITY COMMENTSD.R. STRONG CONSUL TING ENGINEERS 3 cmr COMMENTS4 MYLARS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 N 0. REVISION 0 425.827.3063 F 425.827.2423 M/w d coN"?9 ".� p "O ..2 rno t\°eg oao �N `orj `bo MAJ DRAWN: YLP �C N CHECKED: MAJ BY AP P R op : rn °'� NCIO o 30+00 30+40 31+20 32+00 MM(aff#ZA YjI Ff" 1 NA VD 88 PER Cl TY OF REN TON VERTICAL CONTROL BENCHMARK: 1. CITY OF RENTON CONTROL POINT NO. 2127, CONCRETE MONUMENT WITH PUNCHED 1-1/2" BRASS DISK, DOWN 0.7' IN MONUMENT CASE AT THE INTERSECTION OF SE 142ND STREET AND 148TH PLACE SEE, ELEVATION = 363.697 FEET. (PUBLISHED ELEVATION = 110.855 METERS) 2. CITY OF RENTON CONTROL POINT NO. 2103: PUNCHED BRASS PLUG SET IN CONCRETE FLUSH WITH ROAD SURFACE AT THE IN TERSEC 77ON OF SE, 128TH STREET AND 156TH AVENUE SE. AKA THE NORTH QUARTER CORNER OF SECTION 14-23-5, ELEVATION = 547.94 FEET. J. CITY OF RENTON CONTROL POINT NO. 1909: CONCRETE MONUMENT WITH TACK IN LEAD PLUG AT THE INTERSECTION OF SEE, 139TH ST. AND 156TH AVENUE SE., ELEVATION = 372.34 FEET. HORIZON TA DA TUM.- NAD UM:NAD 1983/91 PER CITY OF RENTON MONUMENTS. BASIS OF BEARINGS: N88'37'40"W ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 14-23-5 PER KING COUNTY SURVEY CONTROL POINTS 3763 AND 3764. XO UTILITY CROSSING, SEE SHEET C29 FOR DETAILS t Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) A. JOS et OF a O • O 4 2� S IS"fER � AL �• 32+80 33+60 34+40 35+20 WALL NO TES.- SEPARATE ES: SEPARATE BUILDING PERMIT REVIEW IS REQUIRED FOR ALL WALLS EXCEEDING 4 FEET IN HEIGHT. STRUCTURAL REVIEW OF WALLS WILL BE DONE WITH BUILDING PERMIT. 1 CITY COMMENTS 11.13.14 2 CITY COMMENTSD.R. STRONG CONSUL TING ENGINEERS 3 cmr COMMENTS4 MYLARS ENGINEERS PLANNERS SURVEYORS 620 7TH AVENUE, KIRKLAND, WA 98033 N 0. REVISION 0 425.827.3063 F 425.827.2423 M/w 02.13.15 MAJ SURVEYED: is MAJ 05.19.15 � DESIGNED: 1 L MAJ 07.13.15 MAJ MAJ 07.23.15 MAJ DRAWN: YLP �C CHECKED: MAJ BY DATE AP P R APPROVED: 4 LF 12" LCPE O 1.96X (P1 390 nN/SHED GRADE LOT 15/16 TRACT "A" EXISTING GRADE c0 c0 c0 N N Ln L A �7 m �° 7 �D Ir -Ili D �C D AM : < • n 0+00 0+80 1+60 �0 N rn n N 0) a0 A �7 m �° 7 �D D �C D AM : < • n 0+00 0+80 1+60 "2 00(E)IN 1 1 1 GRAPHIC SCALE 0 20 40 80 1 INCH = 40 FT. HORIZONTAL 0 2.5 5 10 ow 1 INCH = 5 FT. VERTICAL RECOMMENDE.D FOR APPOVAL BY(�� Date: 7..�L1� BY: Date: BY: Date: BY: �'�� '` Date: SCALE: DATE: HORIZONTAL: NAD 11983/1991 �� THE ENCLAVE AT BRIDLE RIDGE 10.03.14 AS NOTED CITY OF FIELDBOOK: RENTON PAGE: ROAD AND STORM DRAINAGE PROFILE DRAWING NO: ONE INCH AT FULL SCALE Planning/Building/Public Works Dept. C16 IF NOT ONE INCH SCALE ACCORDINGLY U14005368 SHEET: 16 OF: 29 ` a DRS PROJECT NO. 13117 -INININ NIAIA s M A �7 m �° 7 �D D �C D AM : < • n