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Home My WebLink AboutR-394701NE 1/4 OF S 321 T 23 N1 R 5 E ENGINEER'S CONSTRUCTION RECORD DRAWING CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON AS -BUILT INFORMATION PROVIDED BY THE PROJECT SURVEYOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR AND SURVEYOR PROVIDED RECORD INFORMATION. PACLAND CERTIFICATION NAME DATE 1-405 01 J �t�c m SE PETROVITSKY RD S 180TH ST SE CARR RD PROJECT LOCATION VICINITY MAP NTS LEGAL DESCRIPTION OWNER REAL PROPERTY INVESTORS 2618 2ND AVENUE SEATTLE, WA 98121 (206) 321-7239 CONTACT: MARTY JOUFLAS APPLICANT PACLAND-SEATTLE 1505 WESTLAKE AVE N, SUITE 305 SEATTLE, WA 98109 (206) 522-9510 CONTACT: BILL FORTUNATO, P.E. LUKE RANDLES, P.E. ARCHITECT SGA DESIGN GROUP 1437 S BOULDER AVE, #550 TULSA, OK 74119 (918) 587-8602 CONTACT: JEFF DALTON, AIA UTILITY PROVIDERS RENTON, KING COUNTY, WASHINGTON CIVIL PACLAND-SEATTLE 1505 WESTLAKE AVE N, SUITE 305 SEATTLE, WA 98109 (206) 522-9510 CONTACT: BILL FORTUNATO, P.E. LUKE RANDLES, P.E. LANDSCAPE PACLAND-EDMONDS 250 4TH AVE S. SUITE 101 EDMONDS, WA 98020 (425) 275-9808 CONTACT: SHAWN PARSONS SURVEYING PACE ENGINEERS, INC 11255 KIRKLAND WAY, SUITE 300 KIRKLAND, WA 98033 (425) 827-2014 CONTACT: WILLIAM HAWKINS, P.L.S. ABBREVIATIONS DEVELOPMENT STANDARDS ZONING: CA SETBACKS: MINIMUM FRONT YARD 15' MAXIMUM FRONT YARD 20' MINIMUM SIDE YARD ALONG STREET 15' MAXIMUM SIDE YARD ALONG STREET 20' MINIMUM FREEWAY FRONTAGE SETBACK 10' MINIMUM REAR YARD IF ABUTS RESIDENTIAL 15' MINIMUM SIDE YARD IF ADJACENT TO RESI. 15' LANDSCAPING: STREET FRONTAGE 10' SIGHT OBSCURING BARRIER WHEN ABUTTING RESIDENTIAL ZONE 15' MINIMUM LANDSCAPE AREA 15SF/PARK SPACE SITE DATA TOTAL DISTURBED AREA = 40,644 SF (0.93 AC) BUILDING AREA = 8,261 SF NON -BUILDING IMPERVIOUS AREA* = 17,892 SF (0.41 AC) NET NEW IMPERVIOUS AREA* = 4,154 SF (0.10 AC) TOTAL IMPERVIOUS AREA* = 26,153 SF (0.60 AC) LANDSCAPE AREA* = 9,818 SF (0.23 AC) IMPERVIOUS AREA COVERAGE* = 73% *REFLECTS SITE AFTER R/W DEDICATION (PER FIRST AMERICAN TITLE INSURANCE COMPANY., ORDER NO. STORM AASHTO AMERICAN ASSOCIATION OF STATE FL FLOW LINE NCS-740927-CH12, DATED FEBRUARY 26, 2016 7:30 A.M.) CITY OF RENTON HIGHWAY AND TRANSPORTATION FT FEET 1055 S GRADY WAY OFFICIALS THE SOUTH 132 FEET OF THE NORTH SIX -TENTHS OF THAT PORTION RENTON, WA 98057 ARCH ARCHITECTURAL HDPE HIGH -DENSITY POLYETHYLENE OF THE WEST HALF OF THE WEST HALF OF THE NORTHWEST QUARTER (425) 430-7204 HORIZ HORIZONTAL OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 23 NORTH, ASTM AMERICAN SOCIETY FOR TESTING RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING SOUTH OF WATER AND MATERIALS HP HIGH POINT THE NORTH 30 FEET THEREOF; SOOS CREEK WATER AVE AVENUE HWY HIGHWAY AND SEWER DISTRICT EXCEPT THAT PORTION LYING WESTERLY OF A LINE BEGINNING 14616 SE 192ND ST BSRO BRIDGESTONE RETAIL OPERATIONS IE INVERT ELEVATION OPPOSITE HIGHWAY ENGINEER'S STATION 315 + 81 AND 40 FEET RENTON, WA 98058 BMP BEST MANAGEMENT PRACTICE LP LOW POINT EASTERLY OF THE CENTERLINE OF HIGHWAY SR 515, RENTON VICINITY; (253) 630-9900 BS BOTTOM OF STAIR MAX MAXIMUM (SOUTHEAST 196TH STREET TO CARR ROAD); SEWER BW BOTTOM OF WALL MEP MECHANICAL/ELECTRICAL/PLUMBING THENCE NORTHERLY IN A STRAIGHT LINE TO A POINT OPPOSITE SOOS CREEK WATER HIGHWAY ENGINEER'S STATION 318 + 41 AND 45 FEET EASTERLY OF AND SEWER DISTRICT CB CATCH BASIN MH MANHOLE SAID CENTERLINE, AND END OF SAID LINE AS CONVEYED TO THE STATE 14616 SE 192ND ST CL CLASS MIN MINIMUM OF WASHINGTON BY DEEDS RECORDED AUGUST 02, 1972 AND JULY 11, RENTON, WA 98058 0 1972, UNDER RECORDING NOS. (253) 630-9900 CO CLEANOUT MJ MECHANICAL JOINT 0 7208020358 AND 7207110553, IN KING COUNTY, WASHINGTON. CY CUBIC YARDS MUTCD MANUAL ON UNIFORM TRAFFIC a ELECTRIC CONTROL DEVICES GOVERNING AGENCY PUGET SOUND ENERGY DIA DIAMETER N NORTH m 10885 N.E. 4TH STREET DR DRIVE CITY OF RENTON BELLEVUE, WA 98004 E EAST NTS NOT TO SCALE 0 1055 S GRADY WAY (800) 562-1482 PE POLYETHYLENE o RENTON, WA 98050 ESAL EQUIVALENT SINGLE -AXLE LOAD (425 )430-7204 NATURAL GAS ESC EROSION AND SEDIMENT CONTROL PUD PLANNED UNIT DEVELOPMENT PUGET SOUND ENERGY PVC POLYVINYL CHLORIDE 6 z SEPA 10885 N.E. 4TH STREET EX EXISTING a BELLEVUE, WA 98004 FFE FINISHED FLOOR ELEVATION RD ROAD o OFF rV-1 1 FOR '�FPA MITI(;ATION (800) 562-1482 / _ Illllm uullll � Illum • ullllll � 5 � � � IVmI� NIIIII � � Illlllu iolllll o Illllui � �� , , - illlllll � _�� Illlllu millll 4 = � lllmu 1 - � 1. • 1 �a ; oioo �� • REQS REQUIREMENTS RMC RENTON MUNICIPAL CODE S SOUTH SD STORM DRAIN SDR STANDARD DIMENSION RATIO SF SQUARE FEET SS SANITARY SEWER ST STREET SW SIDEWALK TC TOP OF CURB TG TOP OF GROUND TP TOP OF PAVEMENT TS TOP OF STAIR TW TOP OF WALL TYP TYPICAL VERT VERTICAL W WEST WA WATER WSDOT WASHINGTON DEPARTMENT OF TRANSPORTATION SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DRAWING INDEX SHEET NO. DRAWING TITLE CV-1.0 COVER SHEET C-6.0 CV-1.1 CITY OF RENTON STANDARD NOTES C-6.1 AND CONDITIONS OF APPROVAL C-6.2 CS-1.0 EXISTING CONDITIONS PLAN C-6.3 D-1.0 DEMOLITION AND ESC PLAN C-8.0 D-2.0 ESC DETAILS C-8.1 C-1.0 HORIZONTAL CONTROL PLAN C-8.2 C-1.1 SITE PLAN L-1.0 C-2.0 GRADING AND DRAINAGE PLAN L-2.0 C-3.0 UTILITY PLAN SITE INFORMATION PARCEL NUMBER: 322305-9104 SITE ADDRESS: 17808 108TH AVE SE 98055 CURRENT ZONING: COMMERCIAL ARTERIAL (CA) SITE AREA: EXISTING SITE: 0.88 ACRES VERTICAL: NAVD 1988 HORIZONTAL• NAD 1983/1991 DATU M AFTER R/W DEDICATION: 0.83 ACRES GENERAL NOTES STORM DRAINAGE DETAILS STORM DRAINAGE DETAILS STORM DRAINAGE DETAILS STORM DRAINAGE DETAILS PAVING AND SITE DETAILS PAVING AND SITE DETAILS PAVING AND SITE DETAILS LANDSCAPE PLAN LANDSCAPE AND IRRIGATION DETAILS HORIZONTAL DATUM NAD 83/91 WASHINGTON STATE NORTH ZONE- BASED ON FIELD TIES TO CITY OF RENTON MONUMENTS 1866 (SUPERSEDED BY KING CO. CONTROL #3810) AND 1868 VERTICAL DATUM NAVD 88 CITY OF RENTON MONUMENT 1866 (SUPERSEDED BY KING COUNTY CONTROL TRAVERSE POINT #3810) ELEV=401.04' 1. SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFICATIONS, CURRENT WSDOT SPECIFICATIONS, AND CITY OF RENTON STANDARDS WHICH ARE HEREBY REFERENCED AS PART OF THESE PLANS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY PACE ENGINEERS, INC., DATED 1/16/2015. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 4. ALL NECESSARY INSPECTION AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 5. SITE WORK FOR THIS PROJECT SHALL BE CONSTRUCTED PER THE APPROVED, SIGNED CONSTRUCTION PLANS. ELECTRONIC FILES SHALL NOT BE CONSIDERED CONSTRUCTION DOCUMENTS UNLESS SPECIFICALLY STATED AS SUCH AND HANDLED IN ACCORDANCE WITH THE BID DOCUMENTS. SIGNED PAPER PLANS SHALL TAKE PRECEDENCE OVER ELECTRONIC FILES. 6. THE CONTRACTOR SHALL MAINTAIN A SET OF THE CONSTRUCTION PLANS ON -SITE AT ALL TIMES WHILE CONSTRUCTION IS IN PROGRESS. Fd, CITY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS RENTON FIRESTONE 17808 108TH AVE SE RECORD DRAWINGS COVER SHEET U N 00 O 0 c� Q J 0000 co O O O Q0 T I..L W z O 0 W DATE: 02/21/2019 ILL FIELDBOOK: z PAGE: O DRAWING NO: CV-1 .0 z W Cr SHEET: 1 OF: 1CJO R-394701