The URL can be used to link to this page

Home My WebLink AboutR-393001I I 23.22' i I FOUND 2" BRASS DISK WITH PUNCH IN CASE UTILITY NOTE THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. AHBL ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. AS -BUILT GRAPHIC SCALE 0 25 50 100 1" = 50 FEET 1 CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY AHBL, AND MAY INCLUDE NOTICE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERA110NOFTHIS DOWMENTSHAUNVMIDATETINE PROFESSIONAL SEAL AND SIGNATURE PUBLICATION OF AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING THIS DOMWDITGOES NOT DEROGATE FRONRESERVEO ONIEIMP ROTS N IT. THIS DOCULENT IS FOR USE 41 FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY YFORTMEPROJEOTbENTIFEDNTHE TITLE &0% AND IS NOT TO BE USED FOR REPAIR, REMODEL OR z Ld 4 DIRECT SUPERVISION ON THIS DATE: 08/23/2019. AODITOTOTHAT PRMCTORFOR MYOINERMECT. 3 /4SS DISK I UNCH 271.11' AHBL #102 NAIL AND WASHER N:180761.8910 E:1302185.7500 ELEV. 37.42 AHBL #107 NAIL AND WASHER N:180480.8609 E:1302395.7842 ELEV. 38.35 FILL SPECIFICATION GENERAL NOTES 1. SEE SHEET C7.14 FOR LEGAL DESCRIPTION. VERTICAL DATUM NAVD 88 CITY OF RENTON VERTICAL BENCHMARK 508 LEAD AND TACK IN PIPE AT NORTH 4TH AND GARDEN AVE. NORTHERLY OF TWO MONUMENTS IN INTERSECTION. ELEV:35.383' BASIS OF BEARING NAD 83/91 WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE CITY OF RENTON HORIZONTAL CONTROL HOLDING CITY MONUMENT NUMBERS 1121 AND 1879. POINT NO. 1121 N=181200.193 E=1301429.116 BOLT WITH X AT THE INTERSECTION OF NORTH 4TH STREET W/ WELLS AVENUE NORTH. POINT NO. 1879 N=181190.335 E=1301987.701 BRASS PLUG AT THE INTERSECTION OF NORTH 4TH STREET W/ PARK AVENUE NORTH. A LINE BETWEEN THE TWO FOUND MONUMENTS BEARS SOUTH 88'59'20" EAST. SITE ADDRESS SARTORI ELEMENTARY SCHOOL 332 PARK AVE N RENTON, WA. 98057 UTILITIES CITY OF RENTON WATER PH: 1-425-430-7201 CENTURY LINK TELEPHONE PH: 1-800-244-1111 PUGET SOUND ENERGY POWER PH: 1-888-321-7779 PUGET SOUND ENERGY GAS PH: 1-888-321-7779 ONE CALL 1-800-424-5555 SITE INFORMATION 722400-0580, -0590, -0595, -0600, -0605, -0610, -0615, -0620-1 PARCEL# 756460-0170, -0180, -0181, -0182, -0183, -0184 4.96 AC (EXCLUDES RIGHT-OF-WAY PARCEL AREA: DEDICATION) PROJECT AREA: 5.67 AC (INCLUDES IMPROVEMENTS TO RIGHT-OF-WAY) TEMPORARY BENCHMARKS AHBL #102 NAIL AND WASHER N:180761.8910 E:1302185.7500 ELEV:37.42 AHBL #107 NAIL AND WASHER N:180480.8609 E:1302395.7842 ELEV:38.35 FOUND 2" BRASS DISK WITH PUNCH IN CASE F AHBL #106 NAIL AND WASHER N:180575.5612 E:1302003.5263 ELEV:37.48 ''''- EARTHWORK INFORMATION APPROX. 132 CUBIC YARDS CUT APPROX. 9,314 CUBIC YARDS FILL NET: APPROX. 9,182 CUBIC YARD FILL FOUND 2" BRASS DISK WITH PUNCH NOTE: THE ABOVE QUANTITIES ARE ESTIMATES IN CASE ONLY INTENDED FOR THE PERMITTING PROCESS AND ARE NOT TO BE USED BY THE CONTRACTOR FOR BIDDING PURPOSES. THE CONTRACTOR SHALL MAKE THEIR OWN EARTHWORK DETERMINATION. ONSITE SOILS SHALL BE RE -USED TO THE MAXIMUM EXTENT FEASIBLE. FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, CONTRACTOR SHALL OBTAIN IMPORT MATERIALS TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, AND DISPOSE OF EXPORT MATERIALS AT OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, APPROVED LOCATIONS TO BE DETERMINED PRIOR ORDER, OR STANDARD. TO THE START OF CONSTRUCTION ACTIVITIES. J.il � y1 CAA �o� ), 5 RAMP REVISION ldwu 4 STORM DRAINAGE REVISIONS fffN 3 CITY COMMENTS �..r 2 ADDENDUM NO. 3 �EC�180E� TAC0MA•SEATTLE •SPOKANE•TRI-CITIES 1 ADDENDUM NO. 1 �SSST 10NAL 2215 North 30th Street, Suite 300 Tacoma, WA98403 NO. REVISION /OQ/7M0253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB PRECONSTRUCTION/ INSPECTION NOTIFICATION CITY OF RENTON DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT, DEVELOPMENT SERVICES 1055 SOUTH GRADY WAY RENTON, WA. 98057 PH: (425) 430-7200 OWNER CIVIL ENGINEER RENTON SCHOOL DISTRICT AHBL, INC. 7812 S 124TH ST 2215 NORTH 30TH STREET SEATTLE, WA 98178 SUITE 300 PH: (425) 204-4403 TACOMA, WA 98403 CONTACT: RICK STRACKE PH. (253) 383-2422 ARCHITECT FAX (253) 383-2572 CONTACT: GREG TAUSCHECK, P.E. BILL FIERST, P.E. INTEGRUS ARCHITECTURE 117 SOUTH MAIN STREET, SUITE 100 SURVEYOR SEATTLE, WA 98104-3496 PH: (206) 628-3137 AHBL, INC. FAX: (206) 628-3138 2215 NORTH 30TH STREET CONTACT: BRIANNE TOMLIN SUITE 300 LANDSCAPE TAOMA, WA PHC(253) 83-248203 FAX (253) 383-2572 ARCHITECT CONTACT: DAV D FOLLANSBEE, P.L.S WEISMAN DESIGN GROUP 2329 E MADISON ST SEATTLE, WA 98112 PH: (206) 322-1732 CONTACT: NADINE LASZLO LANDSCAPE SHEET INDEX SHEET NUMBER SHEET TITLE L001 OVERALL TREE RETENTION / INVENTORY PLAN L002 TREE RETENTION / INVENTORY PLAN - NORTH L103 TREE RETENTION / INVENTORY PLAN - SOUTH L104 TREE RETENTION SCHEDULES AND DETAILS L100 OERALL SITE PLAN L101 SITE PLAN - NORTH L102 SITE PLAN - SOUTH L200 OVERALL LANDSCAPE PLAN L201 LANDSCAPE PLAN - NORTH L202 LANDSCAPE PLAN - SOUTH L203 PLANT SCHEDULE AND DETAILS L300 OVERALL IRRIGATION PLAN L301 IRRIGATION PLAN - NORTH L302 IRRIGATION PLAN - SOUTH L303 IRRIGATION LEGEND AND NOTES L304 IRRIGATION DETAILS L305 IRRIGATION DETAILS L400 SITE DETAILS L400 SITE DETAILS L401 SITE DETAILS L402 SITE DETAILS L403 SITE DETAILS L404 SITE DETAILS L405 SITE DETAILS L500 SUBDRAINAGE PLAN AND DETAILS ELECTRICAL SHEET INDEX SHEET NUMBER I SHEET TITLE E101 ELECTRICAL SITE PLAN SIGNAL SHEET INDEX SHEET NUMBER SHEET TITLE TRAFFIC SIGNAL MODIFICATION PLAN TS-01 N 4TH ST & PARK AVE N TRAFFIC SIGNAL MODIFICATION PLAN TS-02 N 4TH ST & GARDEN AVE N TS-03 TRAFFIC SIGNAL MODIFICATION PLAN N 3RD ST & GARDEN AVE N TRAFFIC SIGNAL MODIFICATION PLAN TS-04 N 3RD ST & PARK AVE N TS-05 DETAILS WJF 2/22/181 WJF SURVEYED: SCALE: D. FOLLANSBEE AS SHOWN WJF 12/13/17 WJF DESIGNED: G. TAUSCHECK WJF 4/21/17 WJF WJF 3/17/17 WJF DROWN: F. KATONA ONE INCH AT FULL SCALE IF NOT ONE INCH WJF 3/1/1 7 WJF CHECKED: W. FIERST BY DATE APPR SCALE ACCORDINGLY APPROVED: S. COMFORT N 6th St N hm St m N W = Z T a ni 2 � a � M H 5Th St 0 2 N hth St N fith 51 Kenwar[h $ L; m a Y RL c A A z z Z N 51h St z 3 PROJECT SITE Reston Scheat Dla z Her b3" n Stariww+ In m 03rd st -p N31d St wl art � ;talcs ,ht " N 2nd r Sr � �S's x -tWay a M r ca p Salvation Army Church � m y TWn St IAr it ti f ro srSr 2 m 3 n J0."c5 Park r a VICINITY MAP CIVIL SHEET INDEX SHEET NUMBER SHEET TITLE C1.0 COVER SHEET C1.1 CONDITIONS OF APPROVAL C2.0 OVERALL TESC AND DEMOLITION PLAN C2.1 NORTH TESC AND DEMOLITION PLAN C2.2 SOUTH TESC AND DEMOLITION PLAN C2.3 TESC NOTES AND DETAILS I C2.4 TESC NOTES AND DETAILS II C3.0 OVERALL GRADING AND DRAINAGE PLAN C3.1 NORTH GRADING AND DRAINAGE PLAN C3.2 SOUTH GRADING AND DRAINAGE PLAN C3.3 ENLARGED GRADING DETAILS C3.4 STORM DRAINAGE PROFILES I C3.5 STORM DRAINAGE PROFILES II C4.0 OVERALL UTILITY PLAN C4.1 WATER PLAN C4.2 SANITARY SEWER PLAN C4.3 SANITARY SEWER PROFILE C5.0 OVERALL PAVING AND HORIZONTAL CONTROL PLAN C5.1 NORTH PAVING AND HORIZONTAL CONTROL PLAN C5.2 SOUTH PAVING AND HORIZONTAL CONTROL PLAN C6.0 OVERALL FRONTAGE IMPROVEMENT PLAN C6.1 NORTH 4TH STREET FRONTAGE IMPROVEMENTS C6.2 PARK AVENUE NORTH FRONTAGE IMPROVEMENTS C6.3 PARK AVENUE NORTH FRONTAGE IMPROVEMENTS C6.4 NORTH 3RD STREET FRONTAGE IMPROVEMENTS C6.5 GARDEN AVENUE NORTH FRONTAGE IMPROVEMENTS C6.6 GARDEN AVENUE NORTH FRONTAGE IMPROVEMENTS C6.7 NORTH INTERSECTION IMPROVEMENTS C6.8 SOUTH INTERSECTION IMPROVEMENTS C7.1 STORM DRAINAGE NOTES AND DETAILS I C7.2 STORM DRAINAGE NOTES AND DETAILS II C7.3 STORM DRAINAGE NOTES AND DETAILS III C7.4 FILTERRA DETAILS C7.5 WATER NOTES AND DETAILS I C7.6 WATER NOTES AND DETAILS II C7.7 WATER NOTES AND DETAILS III C7.8 SURFACING NOTES AND DETAILS I C7.9 SURFACING NOTES AND DETAILS II C7.10 SURFACING NOTES AND DETAILS III C7.11 SURFACING NOTES AND DETAILS IV C7.12 CURB RAMP DETAILS C7.13 STORM DRAINAGE NOTES AND DETAILS IV C7.14 STORM DRAINAGE NOTES AND DETAILS V CONSTRUCTION RECORD DRAWINGS VERTIAL:HOR ZONTAL: NAD D1983/11991 ly CITY OF RENTON DATUM Planning/Building/Public Works Dept. BY: BY: BY: BY: N 4th St � K � m w I'll, $' a 02 . E7 o � Z CDM �, I z HLnyeo rang tl r4 3rd St _ �Pn wa, m y m n yF3 a m a y m z m ye` z �Qn�nWayN tl N 2 m� 3 Liberty Park co O O I PRECONSTRUCTION NOTES 1. THE CONTRACTOR IS REQUIRED TO J NOTIFY THE DEVELOPMENT SERVICES DIVISION, LAND USE INSPECTION SECTION (425) 430-7200, THREE DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION FOR A PRECONSTRUCTION CONFERENCE AND SPECIFICALLY REQUEST INSPECTION BEFORE BEGINNING: A. INSTALLING SILTATION AND EROSION CONTROL MEASURES B. CLEARING AND GRUBBING C. EARTHWORK LO D. INSTALLATION OF ANY UNDERGROUND UTILITY CV E. BEFORE PLACING SUBBASE, BASE OR p PAVING SURFACES O F. INSTALLATION OF ANY FORMS OR O PLACING ANY CONCRETE 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)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND AHBL ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. AUTOCAD FILE AN AUTOCAD DRAWING FILE IS AVAILABLE TO ASSIST WITH SITE LAYOUT. PLEASE NOTE THAT ELECTRONIC FILES ARE PROVIDED FOR CONTRACTOR'S CONVENIENCE AND SHALL NOT REPLACE NOR BE USED TO SUBSTITUTE THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR PROJECT LAYOUT ACCORDING TO CONTRACT DOCUMENTS AND COST FOR ELECTRONIC AUTOCAD FILES. PHONE: (253) 383-2422 FAX: (253) 383-2572 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICT COVER SHEET DATE: DATE: DATE: DATE: 05/04/2017 FIELDBOOK: PAGE: DRAWING NO: C1.0 SHEET: OF: 1 43 R -393001