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Home My WebLink AboutR-433501RENTON CONTROL MONUMENTS UTILITIES/SERVICES GRAPHIC SCALE L FOUND INVERTED NAIL IN CITY OF RENTON CONTROL POINT 2097. CONTROL POINT 2097 WAS FOUND TO WATER: CITY OF RENTON 0 10 20 40 CONCRETE POST, INCASED HAVE A LAMBERT GRIDE NORTH ZONE COORDINATE OF 191108.643 FT. / SEWER: CITY OF RENTON a �iO 1316760.378 FT. POWER: PUGET SOUND ENERGY GAS: PUGET SOUND ENERGY Oh CITY OF RENTON CONTROL POINT 1845. CONTROL POINT 1845 WAS FOUND TO TELEPHONE: QWEST COMMUNICATIONS 1" = 20 FEET / c> OWNER HAVE A LAMBERT GRID NORTH ZONE COORDINATE OF 186170.657 FT. / SCHOOLS: SCHOOL DISTRICT NO. 403 N� / 1316637.843 FT. FIRE: RENTON FIRE / o ADF PROPERTIES, LLC 15007 WOODINVILLE-REDMOND `` JO emu'. ROAD SUITE A BASIS OF BEARING �v WOODINVILLE, WA98072 \` G •0 CONTACT: MR. DALE FONK TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE / / ' Sv� i �' / / / CIVIL ENGINEER ARCHITECT ANGLE OF 00 58 31.09" COUNTERCLOCKWISE WAS APPLIED AT A BRASS PIN IN CONCRETE POST, INCASES, AT THE INTERSECTION OF 148TH AVENUE SE AND AHBL ENGINEERS, PLANNERS, & JON GRAVES ARCHITECTS & SE 112TH STREET. THE MONUMENT IS THE SOUTHEAST SECTION CORNER OF �B> SURVEYORS PLANNERS, PLLC SECTION 3, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE /p.`�Q 2215 NORTH 30TH STREET, SUITE 300 3110 RUSTON WAY, SUITE B MERIDIAN. THE NORTH AMERICAN DATUM OF 1983/1991 (NAD 83/91) GRID L c TACOMA, WA 98403 TACOMA, WA 98403 COORDINATES WERE FOUND TO BE 186170.695 / 1316637.784 AT THAT POINT. i ° ° PH. (253) 383-2422 PH. (253) 272-4214 THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 0.999981199 FAX (253) 383-2572 FAX (253) 272-4218 AND THE GRID SCALE FACTOR OF 0.999999475 WAS APPLIED TO THE GRID i`z2,�, `c��l / �' , i� �. CONTACT: MATT WEBER, PE CONTACT: TYLER GRAFF COORDINATES FOR SHOWN GROUND DISTANCES. GRAVEL SURVEYOR WETLAND CONSULTANT LEGAL DESCRIPTION CENTRE POINT CONSULTANTS, INC., PS WETLAND RESOURCES LOT 2 OF CITY OF RENTON SHORT PLAT NO. 345-79, i NN GJ \ \ N / / i S i / / 206 RAILROAD AVENUE NORTH 9505 19TH AVE. SE, SUITE 106 RECORDED UNDER KING COUNTY RECORDING NO. 0 i �P�� NG�2 \\ KENT, WA 98032 EVERETT, WA 98208 7908179008, BEIGN A PORTION OF THE iJp, �s�� / i �/ i i ate.. PH. (253) 813-1901 PH. (425) 337-3174 SOUTHWEST QUARTER OF SECTION 3, TOWNSHIP �(E� �� \ �� i c' i �., q, �` / FAX (253) 813-1908 CONTACT: SCOTT BRAINARD 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, `NP' / \ 5g5° o �5�1 ° / /< CONTACT: STEPHEN WOODS, PLS WASHINGTON. i � \ 6951 \ S ✓ ��°� / / SITE ADDRESS ��' / / psPNP�\ �S\' ' a ' '/Cn 4401 NE SUNSET BOULEVARD RENTON, WA 98059 > / B® \ ° / \ \ / DATUM BENCHMARK VERTICAL / DATUM NAVD 88 CIT NORTH AN VERTICAL OF RENTON) FOUND INVERTED NAIL IN / CONCRETE POST, INCASED l PARCEL NUMBER 0323059093 TRENCH NOTE IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3) IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND AHBL ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTE SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALT ACT, CHAPTER 49.17 RCW. UTILITY NOTE M 6.50 ROW DEDICATION I PZ CITY OF RENTON SURVEY CONTROL POINT 2189 BASE: CITY OF RENTON CONTROL POINT #1845 PROPOSED MEDICAL ° FOUND MONUMENT INCASED AT STREET OFFICE SHELL INTERSECTION OF 148TH AVENUE SOUTHEAST 5,200 SF FOOTPRINT AND SOUTHEAST 112TH STREET. KING COUNTY SURVEY CONTROL POINT NO. 3725. ELEVATION: 467.77 FEET / SITE NO. 1 SET MAG NAIL IN SIDEWALK, 3' SOUTH OF FACE Q OF CURB ON SOUTH SIDE OF SUNSET BLVD. AT = CENTER OF DRIVEWAY B I \ d O I LS Q ELEVATION:400.60' \ cL \ a I 4. SITE NO.2 R 4 SET PK NAIL IN ASPHALT, 8.8' NORTHEAST OF LIGHT STANDARD, 27' NORTHEAST OF SOUTH S I m� / END OF 6' CYCLONE FENCE. 4.G ° ELEVATION: 396.77 HILO a �, 4 ` ILID o ° o THE LOCATIONS OF EXISTING UNDERGROUND ool UTILITIES ARE APPROXIMATE ONLY AND HAVE c9 NOT BEEN INDEPENDENTLY VERIFIED BY THE GIA ENTERPRISES OWNER OR ITS REPRESENTATIVE. THE WORKMAN ARLENE M. 0323059097 CONTRACTOR SHALL DETERMINE THE EXACT 0323059055 LOCATION OF ALL EXISTING UTILITIES BEFORE w COMMENCING WORK AND AGREES TO BE FULLY 12"FIR -'- J RESPONSIBLE FOR ANY AND ALL DAMAGES THAT o M = HAPPEN DUE TO THE CONTRACTOR'S FAILURE �� TO LOCATE EXACTLY AND PRESERVE ANY AND o FIz ALL UNDERGROUND UTILITIES. AHBL ASSUMES 24"R .: � Q NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. 20' SEWER EASEMENT 16711 i i TOPOGRAPHIC NOTE 20"FI n THE EXISTING CULTURAL AND TOPOGRAPHIC �, DATA SHOWN ON THESE DRAWINGS HAS BEEN 16"FIRf�'•�•� W PREPARED, IN PART, BASED UPON INFORMATION'' 30" FIR FURNISHED BY OTHERS. WHILE THIS O / INFORMATION IS BELIEVED TO BE RELIABLE, - 40.00' STREAM AHBL CANNOT ENSURE ACCURACY AND THUS IS 24" FIR / W / NOT RESPONSIBLE FOR THE ACCURACY OF W W / THAT INFORMATION OR FOR ANY ERRORS OR W W W W / BUFFER OMISSIONS WHICH MAY HAVE BEEN 14"FIR I W W W / WF A8 I INCORPORATED INTO THESE DRAWINGS AS A W / JVF A7 WF AA8'. RESULT. FILL SPECIFICATION IMPORTED FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. Know what's below. Call before you dig. 16"FI W F A6 164.55' N89° 37' 58"W 0" Fir WF A5 W F / 18" 30"F W F AA51 WFA3, . - .4 / / TACOMA S E A T T L E �� S P O K A N E T R I- C I T I E S ��.5kEClSTER�9 �� SSIONAL E2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB 07/21 /2025 _1_y__ BECK HOLDINGS LLC 0323059044 ROCKERY SHEET INDEX PAGE # SHEET # SHEET TITLE 1 C0.1 COVER SHEET 2 C1.1 TESC AND DEMOLITION PLAN 3 C1.2 TESC NOTES AND DETAILS 4 C1.3 TESC NOTES AND DETAILS 5 C2.1 GRADING PLAN 6 C3.1 FRONTAGE IMPROVEMENTS PLAN 7 C3.2 FRONTAGE IMPROVEMENTS DETAILS 8 C3.3 FRONTAGE IMPROVEMENTS DETAILS 9 C4.1 STORM DRAINAGE PLAN 10 C4.2 SITE SECTIONS 11 C4.3 STORM NOTES AND DETAILS 12 C4.4 STORM NOTES AND DETAILS 13 C4.5 STORM NOTES AND DETAILS 14 C4.6 STORM NOTES AND DETAILS 15 C4.7 STORM NOTES AND DETAILS 16 C4.8 STORM NOTES AND DETAILS 17 C4.9 STORM NOTES AND DETAILS 18 C5.1 UTILITY PLAN 19 C5.2 SEWER NOTES AND DETAILS 20 C5.3 SEWER NOTES AND DETAILS 21 C5.4 WATER NOTES AND DETAILS 22 C5.5 WATER NOTES AND DETAILS 23 C5.6 WATER NOTES AND DETAILS 24 C5.7 WATER NOTES AND DETAILS 25 C6.1 HORIZONTAL CONTROL & SURFACING PLAN 26 C6.2 SURFACING NOTES AND DETAILS 27 C7.1 COMPOSITE UTILITY PLAN 28 C8.1 GARBAGE TRUCK TURNING EXHIBIT 29 L1.00 LANDSCAPE PLAN 30 L1.01 PLANT LEGEND AND IMAGES 31 L1.02 PLANTING DETAILSS 32 P1.0 PHOTOMETRIC CALCULATIONS 33 IL1.0 ILLUMINATION PLAN 34 IL1.1 ILLUMINATION DETAILS 7__ C/) co co w w Of NF gvN 0 NE 12TH ST Q co SI E m m VICINITY MAP 1" = 1/4 MILES LEGEND EXISTING DESCRIPTION PROPOSED MONUMENT LIGHT -0- POWER/TELE. POLE E__ GUY WIRE O TELEPHONE MH ❑ TELEPHONE RISER ® CATCH BASIN ■ OO DRAIN MH Q■ CLEANOUT SANITARY MH SIGN HYDRANT FIRE DEP'T CONNECTION WATER VALVE W WATER METER TRAFFIC SIGNAL BOX SIGNAL POLE WIRE FENCE CHAIN LINK FENCE -0-0-0-0- WOOD FENCE CONTOURS ELEV ON -SITE CLEARING LIMITS - - - D - - - STORM DRAIN LINE D ---W--- WATERLINE W - - - S - - - SANITARY SEWER LINE S ROOF DRAIN LINE RD PROPOSED PAVING WASTEWATER UTILITY REGIONAL FIRE AUTHORITY 4G'S T�ti jstowell 07/28/2025 APPROVED cthomas 07/28/2025 °0" R-433501 U �, LO O 0 N KOC O O i N Q J