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HomeMy WebLinkAboutTED4003417.7W SECTION 1 9, TOWNSHIP 23N, RANGE 5E PARK VIEW SHi:7RT � LEGEND II- PROPOSED FEATURES ----BOUNDARY CURB RAMP LOT LINE --- FLOW & CURB ASPHALT PAVEMENT - - - - CENTER LINE --------- SAWCUT � SIDEWALK - — EASEMENT TREE TO BE PLANTED GRADING AND CLEARING —420 10' PROPOSED CONTOURS —422 2' PROPOSED CONTOURS CLEARED AREA LIMITS OF CLEARING PRDPDSED UTILITIES STORM DRAIN PIPE *o RIPRAP PAD ------------- ROOF & FOOTING DRAIN 0 CATCH BASIN, TYPE I - — SEWER MAIN OO CATCH BASIN, T>PE I! SEWER SERVICE SEWER MANHOLE PIPE FLOW • SEWER CLEANOUT ? CULVERT END ® WATER METER e STORM CLEANOUT O YARD DRAIN EXISTING FEATURES ADJACENT PLAT LINE % - EXISTING POWER POLE -- - ADJACENT RIGHT-OF-WAY/LOTS c— EXISTING GUY ANCHOR EXIS77NG SURFACE FEATURES - — EXIS77NG EASEMENT © EXISTING POWER VAULT EXIS77NG CENTERLINE 10' EXISTING CONTOURS 2' EXISTING CONTOURS EXISTING CONIFEROUS TREE SD EXIS77NG STORM DRAIN PIPE —SS— EXIS77NG SEWER MAIN 0 EXIS77NG DECIDUOUS TREE W EXIS77NG WATER MAIN - —OHP EXISTING AERIAL POWER LINE M EXISTING CONIFEROUS TREE TO BE SAVED P - - EXISTING BURIED POWER LINE III/// "`,,, G - EXIS77NG GAS MAIN EXISTING DECIDUOUS TREE O EXIS77NG SEWER MANHOLE 0 TO BE SA VED ER- EXIS77NG WATER METER El EXIS77NG GRAVEL EXIS77NG FIRE HYDRANT ,C� m EX/S77NG GATE VALVE EXISTING ASPHALT PROJECT TEAM OWNER / DEVELOPER MASTFRBUILDER CONS7RUC71ON 10711 SE 307H ST BELLEVUE, WA 98004 (425) 454-6340 CONTACT TERRY DUTRO ENGINEER THE BLUELINE GROUP 25 CENTRAL WAY, SUI7E 400 KIRKLAND, WA 98033 (425) 216-4051 x 222 CONTACT BRAN J. DARROW, PE SURVEYOR EASTSIDE CONSULTANTS, INC. 415 RAINIER BL VD N ISSAQUAH, WA 98027 (425) 392-5351 CONTACT ROBERT BOGDON, PLS GEOTECHNICAL ENGINEER GARY A. FLOWERS, PLLC 19532 127H AVE NE SHORELINE, WA 98155-1106 (206) 417- 7640 CONTACT.- GARY FLOWERS a � g ono Z � U � a 5� Y + N O Z w o � Z v w- W �Qm Y N = �s r N J � B L ® !yj■■■. L I W N CCi 2007 THE BLUELINE GROUP cn �•- Z 32126 <v� F �FG I S T E_ SSlONAL EXPIRES 5/5/10 FND. CASED CONC. MON W/ PUNCHED AS"BLJILT SBf�'31'7R"k t 1 c aa' ASBUI LT STATEMENT; WITHIN THE PARAMETERS LISTED BELOW, THESE ARE REVISIONS TO THE APPROVED PLANS FOR CONSTRUC77ON AND REFLECT EXISTING FIELD CONDITIONS AS OF MARCH 12, 2008. THE HORIZONTAL POSIT70N OF U77LITY STRUCTURES AND STUBS INDICATED ON THESE PLANS ARE AS -BUILT LOCA77ONS. DESIGN INFORMATION HAS BEEN CROSSED OUT AND AS -BUILT INFORMATION HAS BEEN PROVIDED. THE AS -BUILT TOPS AND INVERT ELEVATIONS WERE DERIVED BY FIELD VER77CAL PROFILE TIED TO THE PROJECT BENCHMARK AS SHOWN ON THE APPROVED PLAN SET. THE REVISED SLOPES BETWEEN STRUCTURES WERE CALCULATED BASED ON THE AS -BUILT INVERT ELEVATI0NS AND MAY OR MAY NOT REFLECT THE ACTUAL SLOPE OF THE INSTALLED PIPE. AS -BUILT LOCAT70N AND INFORMA7ON ASSOCIATED WITH UTILITY STUBS WAS PROVIDED BY THE CONTRACTOR. THE BLUELINE GROUP DOES NOT CER77FY THE ACCURACY OF THE INFORMATI0N SUPPLIED BY THE CONTRACTOR, EVEN /F SUCH INFORMATION IS INCORPORATED IN THESE PLANS. 1 1 AS -BULL T i WDP NO. REVISION WA v° � EXPIRES: 5/5/10 4_v/O0/Oa BY I DATE 1 APPR PEAT _r N SCALE:] = 20� WA Y S GRADY S PENTON VILLAGE PL 405 S 15T74 ST _N m w m z S 76TH ST m m < Y Q z o S 17TH ST Z m ti =Q � o o ui A S 78TH ST n S 79TH ST S 19TH ST S 19TH ST S 20TH PL S 2OTH PL W SW 21ST ST Q ' S 21ST ST x � � SW 23RD ST 167 S 23RD ST 1 i' VICINITY MAP SCALE=1 =1000' BASIS OF BEARING: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTERLINE OF S. 23RD STREET BEARING S69*56156'E PER SHORT PLAT NO. 20051110900006 AS SHOWN. DATUM: VERTICAL DATUM FOR THIS SURVEY IS BASED ON CITY OF RENTON BENCH MARK NO. 1916 ELEVA 770N= 250. 30' (NA VD 88) LEGAL DESCRIPTION TRACT 15, PLAT NO. 2, RENTON CO-OPERATIVE COAL COMPANY'S ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLA TS, PAGE(S) 27, IN KING COUNTY, WASHINGTON, EXCEPT 7HE WEST 70 FEET THEREOF, • AND EXCEPT 7HE EAST 100 FEET THREOF. SITE DATA TAX ACCOUNT NUMBER. 722200090 S17E AREA: 19, 976 SF TOTAL NUMBER OF L07S, 3 MAXIMUM DENSITY 8.0 UNI75/ACRE PROPOSED DENSITY- Z 5 UNI75/ACRE ZONING (EXISTING/PROPOSED): R-8/R-8 SHEET INDEX: 1 COVER SHEET 2 GENERAL NOTES 3 DEMOLITION PLAN 4 GRADING AND TESL PLAN 5 TESC DETAILS & NOTES 6 ROAD AND UTILITIES PLAN 7-S PROFILES 9- 1 1 DETAILS R=341711 UNDERGROUND UTILITY NOTE; UNDERGROUND U77LI77ES ARE SHOWN IN THE APPROXIMATE LOCATION. THERE IS NO GUARANTEE THAT ALL U77LITY LINES ARE SHOWN, OR THAT THE LOCA710N, SIZE AND MATERIAL IS ACCURATE. 7HE CONTRACTOR SHALL UNCOVER ALL INDICA TED PIPING WHERE CROSSING, INTERFERENCES, OR CONNEC77ONS OCCUR PRIOR TO TRENCHING OR EXCAVA77ON FOR ANY PIPE OR S7RUC7URES, TO DETERMINE ACTUAL LOCA77ONS, SIZE AND MATERIAL. THE CONTRACTOR SHALL MAKE THE APPROPRIATE PROVISION FOR PR07EC77ON OF SAID FACIL177ES, THE CON7RACTOR SHALL NOTIFY ONE CALL AT 1-800-424-5555 AND ARRANGE FOR FIELD LOCA 710N OF EXIS77NG FACIL177ES BEFORE CONSTRUC770N. SURVEYED: SCALE HORIZONTAL' NAD 1983/1991 ,� CITY OF COVER SHEETPLCla 61,312008 PROJECTAN MAGER: BRAN J. DARROW, PE ..0 RENTON PARK V / E W A S P PAGE. 1300K: PROJECT ENGINEER: .� NICOLE HERNANDEZ, PE ONE DATUM DRAWING NO: OINCH PROJECrDESIGNER: A FULL SC, Planning/Building/Public Works Dept. LUA 06- 1 32—SHPL 05- 103 "DAN M. AL-KAHTANI IF NOT ONE INCH SCALE ACCORDINGLY � L N D- 2 0- 0 4 7 0 SHEET: 1 OF: 1 1