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HomeMy WebLinkAboutP_Sartori ES Record Drawings_20190920.pdfTTT T T T TTFIRE LANE - NO PARK ING F I RE LANE NO PARKINGFIRE LANE NO PARKINGFIRE LANE NO PARKI NGFIRE LANE NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKING FIRE LANE - NO PARKING FIRE LANE - NO PARKING FIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARK ING FIRE LANE - NO PARKINGFIRE LANE - NO PARK ING FIRE LANE - NO PARKINGLANE - NO PARKINGFIRE SARTORI ELEMENTARY SCHOOL COVERED PLAY AREA NORTH 4TH STREET NORTH 3RD STREETPARK AVENUE NORTHGARDEN AVENUE NORTH190.06' 271.11' 138.45' 23.22' 71.82' 99.65' GARBAGE AND RECYCLE COLLECTION S89° 06' 10"E 445.15'N0° 54' 56"E659.68'N89° 03' 29"W443.61'S1° 02' 58"W660.03'63.50' 72.50' 64.50' 68.50' 54.08' 15.00' 38.32' S88° 59' 20"E 558.67' RELINQUISH SANITARY EASEMENT SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019. N GRAPHIC SCALE 0 50 100 1" = 50 FEET 25 PROJECT SITE GENERAL NOTES VERTICAL DATUM SITE ADDRESS SARTORI ELEMENTARY SCHOOL 332 PARK AVE N RENTON, WA. 98057 UTILITIES WATER CITY OF RENTON PH: 1-425-430-7201 TELEPHONE CENTURY LINK PH: 1-800-244-1111 POWER PUGET SOUND ENERGY PH: 1-888-321-7779 GAS PUGET SOUND ENERGY PH: 1-888-321-7779 ONE CALL 1-800-424-5555 SITE INFORMATION PARCEL# 722400-0580, -0590, -0595, -0600, -0605, -0610, -0615, -0620; 756460-0170, -0180, -0181, -0182, -0183, -0184 PARCEL AREA:4.96 AC (EXCLUDES RIGHT-OF-WAY 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 #106 NAIL AND WASHER N:180575.5612 E:1302003.5263 ELEV:37.48 AHBL #107 NAIL AND WASHER N:180480.8609 E:1302395.7842 ELEV:38.35 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 RENTON SCHOOL DISTRICT 7812 S 124TH ST SEATTLE, WA 98178 PH: (425) 204-4403 CONTACT: RICK STRACKE CIVIL ENGINEER AHBL, INC. 2215 NORTH 30TH STREET SUITE 300 TACOMA, WA 98403 PH. (253) 383-2422 FAX (253) 383-2572 CONTACT: GREG TAUSCHECK, P.E. BILL FIERST, P.E. SURVEYOR AHBL, INC. 2215 NORTH 30TH STREET SUITE 300 TACOMA, WA 98403 PH. (253) 383-2422 FAX (253) 383-2572 CONTACT: DAVID FOLLANSBEE, P.L.S. ARCHITECT INTEGRUS ARCHITECTURE 117 SOUTH MAIN STREET, SUITE 100 SEATTLE, WA 98104-3496 PH: (206) 628-3137 FAX: (206) 628-3138 CONTACT: BRIANNE TOMLIN LANDSCAPE ARCHITECT WEISMAN DESIGN GROUP 2329 E MADISON ST SEATTLE, WA 98112 PH: (206) 322-1732 CONTACT: NADINE LASZLO 1.SEE SHEET C7.14 FOR LEGAL DESCRIPTION. 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' 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. BASIS OF BEARING 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. 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. FILL SPECIFICATION TRENCH NOTE 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 AUTOCAD FILE 1.THE CONTRACTOR IS REQUIRED TO 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 D. INSTALLATION OF ANY UNDERGROUND UTILITY E. BEFORE PLACING SUBBASE, BASE OR PAVING SURFACES F. INSTALLATION OF ANY FORMS OR PLACING ANY CONCRETE 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. UTILITY NOTE VICINITY MAP N COVER SHEET C1.0 APPROX. 132 CUBIC YARDS CUT APPROX. 9,314 CUBIC YARDS FILL NET: APPROX. 9,182 CUBIC YARD FILL NOTE: THE ABOVE QUANTITIES ARE ESTIMATES 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. CONTRACTOR SHALL OBTAIN IMPORT MATERIALS AND DISPOSE OF EXPORT MATERIALS AT APPROVED LOCATIONS TO BE DETERMINED PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. EARTHWORK INFORMATION 12.50' DEDICATION 8.50' DEDICATION PRECONSTRUCTION NOTESCIVIL 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 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 SHEET TITLE E101 ELECTRICAL SITE PLANTED-40-3930R-393001 SIGNAL SHEET INDEX SHEET NUMBER SHEET TITLE TS-01 TRAFFIC SIGNAL MODIFICATION PLAN N 4TH ST & PARK AVE N TS-02 TRAFFIC SIGNAL MODIFICATION PLAN N 4TH ST & GARDEN AVE N TS-03 TRAFFIC SIGNAL MODIFICATION PLAN N 3RD ST & GARDEN AVE N TS-04 TRAFFIC SIGNAL MODIFICATION PLAN N 3RD ST & PARK AVE N TS-05 DETAILS 4.50' DEDICATION 3.50' DEDICATION 8/23/2019 SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019. CONDITIONS OF APPROVAL C1.1 EARTH: 1.A DEPARTMENT OF ECOLOGY GENERAL PERMIT TO DISCHARGE STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITY WILL BE OBTAINED. 2.PREPARE A TEMPORARY EROSION AND SEDIMENT CONTROL PLAN (TESC) AND A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) TO MEET THE 12 REQUIRED ELEMENTS PER THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT AND THE 2009 KING COUNTY SURFACE WATER DESIGN MANUAL, AS AMENDED BY THE CITY OF RENTON. SPECIFIC MEASURES TO REDUCE OR CONTROL EROSION INCLUDE CLEARLY MARKING THE CLEARING LIMITS WITH HIGH VISIBILITY FENCING AND STABILIZING CONSTRUCTION ENTRANCES LOCATED OFF N 3RD AND N 4TH STREETS AND GARDEN AVE N. STABILIZED CONSTRUCTION ROADS AND PARKING WILL ALSO BE PROVIDED ONSITE. STORMWATER FLOW RATES WILL BE CONTROLLED THROUGH TEMPORARY SEDIMENT TRAPS OR PONDS, AS WELL AS THROUGH PERMANENT STORMWATER CONTROL FACILITIES. PERIMETER PROTECTION WILL BE PROVIDED THROUGH SILT FENCING. SEDIMENT CONTROLS MAY ALSO INCLUDE FILTRATION OR CHEMICAL TREATMENTS, IF NECESSARY. TEMPORARY AND PERMANENT SOIL STABILIZATION WILL OCCUR THROUGH SEEDING/SODDING, MULCHING, AND PLASTIC COVERING. SLOPES WILL BE PROTECTED THROUGH INTERCEPTOR SWALES AND CHECK DAMS. INLET PROTECTION WILL BE PROVIDED TO PREVENT DISCHARGE OF SEDIMENT-LADEN STORMWATER OFFSITE. ALL TEMPORARY PROPOSED DRAINAGE CHANNELS WILL BE STABILIZED AND PROTECTED THROUGH OUTLET PROTECTION. THE CONTRACTOR WILL IMPLEMENT, INSPECT, AND MAINTAIN ALL BEST MANAGEMENT PRACTICES (BMPS) ON A REGULAR BASIS. 3.ALL WORK WILL BE IMPLEMENTED CONSISTENT WITH THE RECOMMENDATIONS OF THE "SUBSURFACE EXPLORATION, GEOLOGIC HAZARD, AND GEOTECHNICAL ENGINEERING REPORT" PREPARED BY ASSOCIATED EARTH SCIENCES, INC. (AESI}, DATED AUGUST 4, 2016. AESI SHALL REVIEW PLANS PRIOR TO FINAL DESIGN COMPLETION TO ENSURE EARTHWORK AND FOUNDATION RECOMMENDATIONS ARE PROPERLY INTERPRETED AND IMPLEMENTED. AIR: 4.DUST CONTROL BMPS ARE TO BE IMPLEMENTED TO MINIMIZE DUST DURING CONSTRUCTION. THEY INCLUDE USING WATER SPRAYS OR OTHER NON-TOXIC DUST CONTROL METHODS ON UNPAVED ROADWAYS, MINIMIZING VEHICLE SPEED WHILE TRAVELING ON UNPAVED SURFACES, PREVENTING THE TRACKING OUT OF MUD ONTO PUBLIC STREETS, COVERING SOIL PILES WHEN PRACTICAL, AND MINIMIZING WORK DURING PERIODS OF HIGH WINDS. 5.TO MINIMIZE AIR QUALITY AND ODOR ISSUES CAUSED BY TAILPIPE EMISSIONS, REQUIRED BMPS INCLUDE MAINTAINING ENGINES OF CONSTRUCTION EQUIPMENT AND MINIMIZING THE IDLING OF CONSTRUCTION EQUIPMENT. AFTER CONSTRUCTION, DURING SCHOOL BUS LOADING AND UNLOADING TIMES, BUSES WILL BE TURNED OFF TO LIMIT EMISSIONS CAUSED BY IDLING. 6.MATERIALS STORED ON SITE (E.G., SOIL, FERTILIZER, AND PESTICIDES) WILL BE ENCLOSED AND/OR COVERED WHEN NOT IN USE. THE APPLICANT WILL EMPLOY BMPS IN THE USE AND STORAGE OF THESE MATERIALS CONSISTENT WITH ALL APPLICABLE REGULATIONS. WATER: 7.THE PROJECT WILL INSTALL A COMPREHENSIVE STORM DRAINAGE SYSTEM IN ACCORDANCE WITH CITY OF RENTON DRAINAGE REQUIREMENTS. DURING CONSTRUCTION, A SWPPP AND ASSOCIATED BMPS WILL BE IMPLEMENTED TO MANAGE STORMWATER PROPERLY. PLANTS: 8.APPROXIMATELY 10 TREES WILL BE RETAINED AND PROTECTED FROM CONSTRUCTION ACTIVITIES, AS DESCRIBED IN THE ARBORIST REPORT. INTRUSIONS (CUTS OR FILLS} SHALL NOT IMPACT MORE THAN 25 PERCENT OF THE ROOT PROTECTION ZONE. NOISE: 9.NOISE IMPACTS ASSOCIATED WITH THE CONSTRUCTION OF THE PROJECT WILL BE LIMITED IN DURATION, CONSISTENT WITH THE HOURS PRESCRIBED BY THE CITY OF RENTON (PER CHAPTER 7 OF THE RENTON MUNICIPAL CODE). 10.TO MITIGATE NOISE IMPACTS DURING THE CONSTRUCTION PHASES, MEASURES SUCH AS LOCATING STATIONARY EQUIPMENT AWAY FROM RECEIVING PROPERTIES, ERECTING PORTABLE NOISE BARRIERS AROUND LOUD STATIONARY EQUIPMENT, TURNING OFF IDLING CONSTRUCTION EQUIPMENT, REQUIRING CONTRACTORS TO MAINTAIN ALL EQUIPMENT, AND TRAINING CONSTRUCTION CREWS TO AVOID UNNECESSARILY LOUD ACTIONS NEAR NOISE-SENSITIVE AREAS WILL BE EMPLOYED. 11.ONCE THE SCHOOL IS UNDER OPERATION, THE SCHOOL BUSES WILL BE TURNED OFF TO LIMIT IDLING DURING THE LOAD/UNLOAD PERIOD. LIGHT AND GLARE: 12.MINIMIZE EXTERIOR LIGHTING TO ONLY WHAT IS REQUIRED FOR LIFE SAFETY AND SECURITY. 13.MINIMIZE MOUNTING HEIGHT OF ALL EXTERIOR LIGHT FIXTURES; 25-FOOT MAXIMUM FOR POLE-MOUNTED FIXTURES. 14.AIM FIXTURES TO DIRECT LIGHT AWAY FROM THE SITE PERIMETER IN ORDER TO MINIMIZE LIGHT TRESPASS. 15.USE FULL CUT-OFF LIGHT FIXTURES. 16.UTILIZE OCCUPANCY SENSING AND TIMECLOCK CONTROLS TO CONTROL ALL LIGHTS AND AUTOMATICALLY TURN THEM OFF DURING PRESELECTED TIMES AND UNOCCUPIED PERIODS. HISTORIC AND CULTURAL PRESERVATION: 17.IF CULTURAL OR ARCHEOLOGICAL OBJECTS ARE FOUND DURING SITE PREPARATION WORK, THE WASHINGTON STATE OFFICE OF ARCHAEOLOGY AND HISTORIC PRESERVATION (DAHP) WILL BE NOTIFIED, AND APPROPRIATE MEASURES WILL BE TAKEN. PRIOR TO DEMOLITION OF THE OLD SARTORI EDUCATION CENTER BUILDING, THE STRUCTURE WILL BE PHOTOGRAPHED AND DOCUMENTED FOR THE RENTON HISTORY MUSEUM AND THE DAHP DATABASE. SALVAGEABLE ITEMS FROM THE EXISTING SARTORI EDUCATION CENTER BUILDING SHALL BE REPURPOSED INTO THE NEW BUILDING, AS PRACTICABLE. TRANSPORTATION: 18.A HAUL ROUTE CONTROL PLAN WILL BE PREPARED, AND REVIEWED AND APPROVED BY THE CITY OF RENTON PRIOR TO THE START OF CONSTRUCTION. 19.THE FOLLOWING MITIGATION MEASURES FOR PEDESTRIAN SAFETY WILL BE EMPLOYED: a.INSTALLATION OF SCHOOL FLASHER SPEED LIMIT SIGNAGE. THE LOCATION OF THE SIGNAGE WOULD BE DETERMINED DURING THE CITY'S CONSTRUCTION/UTILITY PERMIT REVIEW PROCESS. b.INSTALLATION OF RADAR SIGN(S) THAT PROVIDE VEHICLE SPEED. THE LOCATION OF THE SIGNAGE WOULD BE DETERMINED DURING THE CITY'S CONSTRUCTION/UTILITY PERMIT REVIEW PROCESS. c.INSTALLATION OF CURB BULBS ON GARDEN AVE N AT N 3RD ST AND N 4TH ST TO REDUCE PEDESTRIAN CROSSING WIDTH. d.PEDESTRIAN SAFETY MEASURES WILL BE DEVELOPED PRIOR TO SCHOOL OPENING AND ADJUSTED ON AN ONGOING BASIS TO OPTIMIZE ITS EFFECTIVENESS. 20.PRIOR TO THE SCHOOL OPENING, THE RENTON SCHOOL DISTRICT AND SCHOOL PRINCIPAL SHALL ESTABLISH A TRANSPORTATION MANAGEMENT PLAN (TMP) TO EDUCATE FAMILIES ABOUT THE ACCESS LOAD/UNLOAD PROCEDURES FOR THE SITE LAYOUT. THE EFFORT SHOULD COMMUNICATE TO FAMILIES AND STAFF THE SITE CONDITIONS AND THE ABILITY TO ACCOMMODATE FAMILY VEHICLES. IT SHOULD ENCOURAGE SCHOOL BUS RIDERSHIP, CARPOOLING, AND SUPERVISED WALKING (SUCH AS WALKING TO SCHOOL BUSES). THE PLAN SHOULD DEFINE CLEAR PROCEDURES AND TRAVEL ROUTES FOR FAMILY VEHICLES AND INSTRUCT FAMILY DRIVERS NOT TO BLOCK OR PARTIALLY BLOCK TRAVEL LANES WITH QUEUED OR WAITING VEHICLES. THE PLAN SHOULD ALSO DEFINE CLEAR PROCEDURES AND RECOMMENDED TRAVEL ROUTES FOR PEDESTRIANS AND CHILDREN WALKING TO THE SCHOOL. THE PLAN SHOULD ALSO ADDRESS EVENING EVENT CONDITIONS BY IDENTIFYING APPROPRIATE PARKING LOCATIONS FOR ATTENDEES, DIRECTING ATTENDEES OR STAFF TO THE REMOTE OFFSITE PARKING (AT THE DISTRICT TRANSPORTATION FACILITY), AND/OR ADJUSTING THE SCHEDULE OR SIZE OF EVENTS TO BETTER ACCOMMODATE DEMAND WITH THE AVAILABLE PARKING SUPPLY. THE TMP PREPARED FOR THE SCHOOL WILL BE DEVELOPED SO THAT IT CAN BE ADJUSTED TO OPTIMIZE ITS EFFECTIVENESS. 21.THE RENTON SCHOOL DISTRICT SHALL COORDINATE WITH THE CITY TO ENSURE THAT SCHOOL ZONE SPEED LIMITS ARE SIGNED AND ENFORCED, AND THAT CROSSING GUARD LOCATIONS ARE IDENTIFIED AND STAFFED. 22.THE RENTON SCHOOL DISTRICT AND SCHOOL ADMINISTRATION SHALL DEVELOP A NEIGHBORHOOD COMMUNICATION PLAN TO INFORM NEARBY NEIGHBORS OF EVENTS EACH YEAR. THE PLAN SHOULD BE UPDATED ANNUALLY (OR AS EVENTS ARE SCHEDULED) AND PROVIDE INFORMATION ABOUT THE DATES, TIMES, AND ROUGH MAGNITUDE OF ATTENDANCE. 23.THE RENTON SCHOOL DISTRICT SHALL REQUIRE THE SELECTED CONTRACTOR TO DEVELOP A CONSTRUCTION MANAGEMENT PLAN (CMP) THAT ADDRESSES TRAFFIC AND PEDESTRIAN CONTROL DURING SCHOOL CONSTRUCTION. IT SHOULD DEFINE TRUCK ROUTES, LANE CLOSURES, WALKWAY CLOSURES, AND PARKING DISRUPTIONS, AS NECESSARY. TO THE EXTENT POSSIBLE, THE CMP SHOULD DIRECT TRUCKS TO ARTERIALS AND AWAY FROM RESIDENTIAL STREETS TO AVOID UNNECESSARY CONFLICTS WITH RESIDENT AND PEDESTRIAN ACTIVITY. THE CMP MAY ALSO INCLUDE MEASURES TO KEEP ADJACENT STREETS CLEAN ON A DAILY BASIS AT THE TRUCK EXIT POINTS (SUCH AS STREET SWEEPING OR ONSITE TRUCK WHEEL CLEANING) TO REDUCE TRACKING DIRT OFFSITE. THE CMP SHOULD IDENTIFY PARKING LOCATIONS FOR CONSTRUCTION STAFF; TO THE EXTENT POSSIBLE, CONSTRUCTION STAFF PARKING SHOULD BE CONTAINED ONSITE. SEPA MITIGATION MEASURES 1.THE APPLICANT SHALL COMPLY WITH THE MITIGATION MEASURES ISSUED AS PART OF THE MITIGATED DETERMINATION OF NONSIGNIFICANCE ISSUED BY THE RENTON SCHOOL DISTRICT ON OCTOBER 21, 2016. 2.THE APPLICANT SHALL RECORD A FORMAL LOT COMBINATION IN ORDER TO ENSURE THE PROPOSED BUILDINGS ARE NOT BUILT ACROSS PROPERTY LINES. THE INSTRUMENT SHALL BE RECORDED PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY. 3.THE APPLICANT SHALL SUBMIT REVISED SITE PLANS THAT LOCATE THE COVERED PLAY AREA STRUCTURE IN AN AREA COMPLIANT WITH THE 15-FOOT MINIMUM REAR SETBACK. THE PLANS SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. THE SETBACK SHALL BE A MINIMUM OF 43 FEET FROM THE PROPERTY LINE AS PROPOSED BY THE APPLICANT IN EX. 30. 4.THE APPLICANT SHALL SUBMIT A DETAILED LANDSCAPE PLAN THAT PROVIDES SPECIFIC DETAIL FOR THE NUMBER OR TYPES OF TREES AND SHRUBBERY TO THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL COMPLYING WITH APPLICABLE SECTIONS OF RMC 4-4-070. 5.THE APPLICANT SHALL SUBMIT A DETAILED PLAN SET IDENTIFYING THE LOCATION AND SCREENING PROVIDED FOR ROOF MOUNTED EQUIPMENT. THE REVISED PLAN SET SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER, PRIOR TO BUILDING PERMIT APPROVAL. 6.THE APPLICANT SHALL PROVIDE AN UPDATED ARBORIST REPORT THAT PROVIDES ANALYSIS FOR THE POTENTIAL TO RETAIN TREES 29, 30, AND 31 ON THE TREE RETENTION PLAN WITH THE NEW GARDEN AVE N. CROSS SECTION. THE TREES SHALL BE RETAINED IF VIABLE; OTHERWISE REPLACEMENT AT THE REQUIRED 6:1 CALIPER INCH RATION WILL BE REQUIRED FOR ANY OF THE THREE (3) TREES THAT CANNOT BE RETAINED. THE ARBORIST REPORT SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 7.THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN THAT IDENTIFIES THE REPLACEMENT TREES MEETING THE REPLACEMENT REQUIREMENTS OF RMC 4-4-130. THE LANDSCAPE PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 8.THE APPLICANT SHALL SUBMIT A SOURCE STATEMENT CERTIFIED BY A PROFESSIONAL ENGINEER OR GEOLOGIST LICENSED IN THE STATE OF WASHINGTON MEETING THE REQUIREMENTS OF RMC 4-4-060N.4 OR PROVIDE DOCUMENTATION THAT FILL WILL BE OBTAINED FROM A WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) APPROVED SOURCE AS ALLOWED BY RMC 4-4-060N.4.G. THE SOURCE STATEMENT OR WSDOT DOCUMENTATION SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 9.THE APPLICANT SHALL SUBMIT A TRUCK LOADING DIAGRAM THAT ATTEMPTS TO NARROW THE PROPOSED 52-FOOT WIDE DRIVEWAY AND CURB RADII TO THE MINIMUM WIDTH NEEDED TO ACCOMMODATE THE DELIVERY TRUCK. IF THE DRIVEWAY CANNOT BE NARROWED, THEN THE APPLICANT SHALL PROVIDE A DESIGN THAT INCLUDES A PEDESTRIAN REFUGE AREA IN THE MIDDLE OF THE DRIVEWAY THAT SHORTENS THE CROSSING DISTANCE. THE DIAGRAM AND/OR PLAN SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER PRIOR TO ISSUING THE CONSTRUCTION PERMIT. 10.THE APPLICANT SHALL SUBMIT REVISED SITE AND UTILITY PLANS FOR GARDEN AVE. N. THAT PROVIDE THE CURB-LINE MAINTAINED IN ITS EXISTING LOCATION, 12-FOOT SIDEWALKS, STREET TREES IN TREE GRATES, AND CURB-BULBS MEETING CITY STANDARDS AT THE INTERSECTIONS OF N. 4TH ST. AND N. 3RD ST. THE PLANS SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER AND ENGINEERING PLAN REVIEWER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 11.THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN THAT REPLACES ALL FIVE TREES SHOWN TO BE RETAINED ON PARK AVE N. THE PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 12.THE APPLICANT SHALL SUBMIT REVISED SITE AND UTILITY PLANS FOR N. 3RD ST. THAT PROVIDES CURB-BULBS MEETING THE CITY'S STANDARD ON THE PROPERTY'S FRONTAGE AT PARK AVE N AND GARDEN AVE N. THEREBY CREATING A ROW OF ON-STREET PARKING ALONG THE NORTH SIDE OF N. 3RD ST. THE PLANS SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 13.THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN THAT PROVIDES THE NEW STREET FRONTAGE SECTION ALONG N. 3RD ST. AND EITHER THE RETENTION OF THE FOUR (4) TREES IF POSSIBLE OR THE REPLACEMENT OF THE TREES DUE TO THE MODIFIED STREET FRONTAGE. THE PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 14.THE APPLICANT SHALL CREATE A PUBLIC OUTREACH SIGN IN COORDINATION WITH CITY OF RENTON TO COMMUNICATE WITH ROAD USERS, THE GENERAL PUBLIC, AREA RESIDENCES AND BUSINESSES, AND APPROPRIATE PUBLIC ENTITIES ABOUT PROJECT INFORMATION; ROAD CONDITIONS IN THE WORK ZONE AREA; AND THE SAFETY AND MOBILITY EFFECTS OF THE WORK ZONE. THE SIGN SHALL BE PLACED ON SITE PRIOR TO CONSTRUCTION COMMENCEMENT. 15.THE APPLICANT SHALL SUBMIT A DETAILED PLAZA PLAN THAT IDENTIFIES COMPLIANCE WITH LIGHTING LEVELS OF FOUR (4) FOOT CANDLES ON THE GROUND, MINIMUM SEATING AREAS, AND OTHER APPLICABLE PEDESTRIAN -ORIENTED SPACE QUALIFIERS IN RMC 4-9-1501C. THE DETAILED PLAZA PLAN SHALL ALSO INCLUDE DETAIL CUT SHEETS OF THE BENCH, PLANTER BOXES, AND ANY OTHER STREETSCAPE ELEMENTS THAT WILL BE PROVIDED. THE PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 16.THE APPLICANT SHALL PROVIDE A REVISED REFUSE AND RECYCLING ENCLOSURE PLAN THAT PROVIDES A DETAIL CUT-SHEET OF THE SELF-CLOSING DOOR MECHANISM. THE PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 17.THE APPLICANT SHALL SUBMIT A REVISED SITE PLAN THAT PROVIDES THE PROPOSED MATERIAL FOR THE PEDESTRIAN PATHWAY IN THE SOUTH PARKING LOT. THE PLAN SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 18.THE APPLICANT SHALL PROVIDE DETAILED SPECIFICATIONS FOR ALL SITE FURNITURE AND ART, IN ORDER TO ENSURE DURABLE, VANDAL- AND WEATHER-RESISTANT MATERIALS ARE USED. THE SPECIFICATIONS SHALL BE SUBMITTED TO, AND APPROVED BY, THE CURRENT PLANNING PROJECT MANAGER PRIOR BUILDING PERMIT APPROVAL. 19.THE APPLICANT SHALL PROVIDE ADDITIONAL ARTICULATION AND/OR MODULATION FEATURES ON THE NORTH AND SOUTH END OF PARK AVE N. FAÇADE AND THE WEST SIDE OF THE N. 4TH ST. FACADE. STAFF HAS SUGGESTED THE APPLICANT WRAP THE CURTAIN WALL AROUND THE CORNER ALONG THE SOUTH END OF THE PARK AVE N. FAÇADE. ARTWORK, ADDITIONAL GLAZING, AND MODULATION ARE SUGGESTED ON THE NORTH END OF THE PARK AVE N FAÇADE AND WEST SIDE OF THE N. 4TH ST. FAÇADE. A REVISED ELEVATION PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 20.THE APPLICANT SHALL SUBMIT REVISED ELEVATIONS THAT PROVIDE INCREASED HEIGHT OR THE PERCEPTION OF INCREASED HEIGHT ON THE GROUND FLOOR. THE PLANS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 21.THE APPLICANT SHALL SUBMIT A LIGHTING PLAN THAT ADEQUATELY PROVIDES FOR PUBLIC SAFETY WITHOUT CASTING EXCESSIVE GLARE ON ADJACENT PROPERTIES; PROVIDES ORNAMENTAL LIGHTING FIXTURES; AND OTHERWISE COMPLIES WITH EXTERIOR LIGHTING REQUIREMENTS OF RMC 4-4-075. 22.THE APPLICANT SHALL SUBMIT A MATERIALS BOARD SUBJECT TO THE APPROVAL OF THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. THE BOARD SHALL INCLUDE COLOR AND MATERIALS FOR THE FAÇADE TREATMENTS, RAISED PLANTERS, SIDING, WINDOWS/FRAMES, AND CANOPIES. THE MATERIALS SHALL REDUCE THE POTENTIAL FOR REFLECTION OF LIGHT AND GLARE. 23.ALL COMMON AREA AND OPEN SPACE SHALL BE LANDSCAPED IN ACCORDANCE WITH THE LANDSCAPING PLAN SUBMITTED BY THE APPLICANT AND APPROVED BY THE CITY. PRIOR TO THE ISSUANCE OF ANY OCCUPANCY PERMIT, THE DEVELOPER SHALL FURNISH A SECURITY DEVICE TO THE CITY IN AN AMOUNT EQUAL TO THE PROVISIONS OF RMC 4-9-060. LANDSCAPING SHALL BE PLANTED WITHIN ONE YEAR OF THE DATE OF FINAL APPROVAL OF THE PLANNED URBAN DEVELOPMENT, AND MAINTAINED FOR A PERIOD OF TWO (2) YEARS THEREAFTER PRIOR TO THE RELEASE OF THE SECURITY DEVICE. A SECURITY DEVICE FOR PROVIDING MAINTENANCE OF LANDSCAPING MAY BE WAIVED IF A LANDSCAPING MAINTENANCE CONTRACT WITH A REPUTABLE LANDSCAPING FIRM LICENSED TO DO BUSINESS IN THE CITY OF RENTON IS EXECUTED AND KEPT ACTIVE FOR A TWO (2) YEAR PERIOD. A COPY OF SUCH CONTRACT SHALL BE KEPT ON FILE WITH THE DEVELOPMENT SERVICES DIVISION. 24.PRIOR TO THE ISSUANCE OF ANY OCCUPANCY PERMITS, ALL COMMON FACILITIES, INCLUDING BUT NOT LIMITED TO UTILITIES, STORM DRAINAGE, STREETS, RECREATION FACILITIES, ETC., SHALL BE COMPLETED BY THE DEVELOPER OR, IF DEFERRED BY THE PLANNING/BUILDING/PUBLIC WORKS ADMINISTRATOR OR HIS/HER DESIGNEE, ASSURED THROUGH A SECURITY DEVICE TO THE CITY EQUAL TO THE PROVISIONS OF RMC 4-9-060. 25.THE PLAZA SHALL BE PERMANENTLY MAINTAINED BY THE PLANNED URBAN DEVELOPMENT OWNER. IN THE EVENT THAT SUCH FACILITIES ARE NOT MAINTAINED IN A RESPONSIBLE MANNER, AS DETERMINED BY THE CITY, THE CITY SHALL HAVE THE RIGHT TO PROVIDE FOR THE MAINTENANCE THEREOF AND BILL THE OWNER. SUCH BILL, IF UNPAID, SHALL BECOME A LIEN AGAINST EACH INDIVIDUAL PROPERTY. 26.THE QUEUING AND PARKING DEMAND COMPONENTS OF THE TRANSPORTATION MANAGEMENT PLAN REQUIRED BY CONDITION NO. 20 OF THE PROJECT MDNS SHALL BE SUBJECT TO CITY STAFF APPROVAL PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. THE QUEUING AND PARKING DEMAND COMPONENTS SHALL BE SUBJECT TO ONE SCHOOL YEAR MONITORING PLANS SCHEDULED FOR THE FIRST SCHOOL YEAR WITH COMPLIANCE OBJECTIVES OF NO OFF-SITE QUEUING AND NO OFF-SITE PARKING EXCEPT FOR FACILITIES OWNED BY THE DISTRICT OR SUBJECT TO A SHARED OR LEASED PARKING AGREEMENT. THE PARKING MONITORING PLAN SHALL INCLUDE AT A MINIMUM MONITORING OF THE THREE EVENING EVENTS PLANNED FOR THE SCHOOL YEAR THAT ARE EXPECTED TO DRAW THE LARGEST AFTER-SCHOOL AUDIENCES. THE QUEUING MONITORING PLAN SHALL INCLUDE A MINIMUM OF FIVE SCHOOL DAYS (EACH A DIFFERENT DAY OF THE WEEK) DURING AFTERNOON PICK-UP. THE RESULTS OF THE MONITORING PLAN SHALL BE SUBMITTED TO THE CITY WITHIN 30 DAYS OF COMPLETION OF MONITORING PLAN IMPLEMENTATION. THE CITY MAY REQUIRE ADDITIONAL PARKING AND QUEUING MITIGATION AS NECESSARY TO MITIGATE ANY OFF-SITE QUEUING OR PARKING (OUTSIDE OF APPLICANT OWNED OR LEASED/SHARED PARKING FACILITIES) IDENTIFIED FROM THE REQUIRED MONITORING. 27.THE MONITORING PLAN REQUIRED BY THIS CONDITION SHALL BE SUBJECT TO REVIEW AND COMMENT BY PERSONS WHO HAVE REQUESTED NOTICE OF THE MONITORING PLAN PRIOR TO APPROVAL BY THE CITY. THE RESULTS OF THE MONITORING PLAN SHALL ALSO BE SUBJECT TO REVIEW AND COMMENT BY PERSONS WHO HAVE REQUESTED NOTICE OF THE MONITORING PLAN. ALL PERSONS WHO WOULD LIKE NOTICE OF THE MONITORING PLAN SHALL SUBMIT A WRITTEN REQUEST WITH MATTHEW HERRERA, PROJECT PLANNER, WITHIN TEN DAYS OF THE MAILING OF THIS DECISION. PRELIMINARY PUD / CUP CONDITIONS OF APPROVAL (INCLUDING RECONSIDERATION) H.DECISION: THE PROPOSED FINAL PLANNED URBAN DEVELOPMENT FOR THE NEW SARTORI ELEMENTARY SCHOOL, FILE NO. LUA17- 000052, FPUD IS APPROVED. THE PROPOSAL IS SUBJECT TO THE FOLLOWING CONDITIONS: 1.ALL SEPA MITIGATION MEASURES SHALL BE CLEARLY IDENTIFIED ON THE CONSTRUCTION PERMIT PLAN SO CONTRACTORS AND CITY STAFF ARE FULLY AWARE OF ALL MITIGATION, WHICH ARE ALSO PRELIMINARY PUD APPROVAL CONDITIONS. THE APPLICANT SHALL SUBMIT MITIGATION MEASURE IDENTIFICATION ON THE CONSTRUCTION PERMIT PLAN FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 2.THE APPLICANT SHALL SUBMIT A REVISED LANDSCAPE PLAN AND GRADING PLAN WITH THE CONSTRUCTION PERMIT APPLICATION THAT IDENTIFIES THE RETENTION OF THE HINOKI CYPRESS TREE (TREE #30). THE GRADING PLAN SHALL PROVIDE REQUIRED TREE PROTECTION MEASURES SET FORTH IN RMC 4-4-130H.9. THE GRADING PLAN SHALL STATE A CERTIFIED ARBORIST OR LANDSCAPE ARCHITECT MONITOR THE CONSTRUCTION ACTIVITIES THAT ARE NECESSARY WITHIN THE TREE'S DRIPLINE. THE REVISED LANDSCAPE PLAN AND GRADING PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 3.THE APPLICANT SHALL SUBSTANTIATE THE NEED FOR THE PROPOSED REMOVAL OF THE FOUR (4) GREEN ASH STREET TREES ALONG N 3RD ST OR REVISE THE LANDSCAPE PLAN TO IDENTIFY THE RETAINED TREES AND SUBMIT A CLEARING AND GRADING PLAN THAT PROVIDES THE REQUIRED TREE PROTECTION MEASURES SET FORTH IN RMC 4-4-130H.9. THE GRADING PLAN SHALL STATE A CERTIFIED ARBORIST OR LANDSCAPE ARCHITECT MONITOR THE CONSTRUCTION ACTIVITIES THAT ARE NECESSARY WITHIN THE TREES DRIPLINE. WRITTEN NEED FOR REMOVAL OR REVISED LANDSCAPE AND CLEARING GRADING PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. 4.THE APPLICANT SHALL SUBMIT A PHOTO OF THE POSTED PUBLIC OUTREACH SIGN ACCOMPANIED WITH A VICINITY MAP IDENTIFYING WHERE THE SIGN IS POSTED. THE SIGN PHOTO AND MAP SHALL BE SUBMITTED TO THE CURRENT PLANNING PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR TO THE PRE-CONSTRUCTION MEETING FOR THE PROJECT. 5.THE SCHOOL BUS IDLING REDUCTION COMPONENT OF SEPA MITIGATION MEASURE #5 SHALL ALSO BE ADDED TO THE TRANSPORTATION MANAGEMENT PLAN REQUIRED UNDER MITIGATION MEASURE #20. THE ADDITION SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR CERTIFICATE OF OCCUPANCY. 6.TO COMPLY WITH SEPA MITIGATION MEASURE #16, THE APPLICANT SHALL SUBMIT WITH THEIR REQUIRED LIGHTING PLAN A METHOD TO UTILIZE OCCUPANCY SENSING AND TIMECLOCK CONTROLS TO CONTROL ALL LIGHTS AND AUTOMATICALLY TURN THEM OFF DURING PRESELECTED TIMES AND UNOCCUPIED PERIODS. THE LIGHTING PLAN SHALL BE SUBMITTED WITH THE BUILDING PERMIT APPLICATION FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 7.THE PEDESTRIAN SAFETY COMPONENT OF SEPA MITIGATION MEASURE #19 SHALL ALSO BE ADDED TO THE TRANSPORTATION MANAGEMENT PLAN REQUIRED UNDER SEPA MITIGATION MEASURE #20. THE ADDITION SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CERTIFICATE OF OCCUPANCY. 8.SCHOOL ZONE SPEED LIMIT SIGNAGE, ENFORCEMENT, AND CROSSING GUARD ITEMS LISTED IN SEPA MITIGATION MEASURE #21 SHALL ALSO BE ADDED TO THE TRANSPORTATION MANAGEMENT PLAN REQUIRED UNDER SEPA MITIGATION MEASURE #20. THE ADDITION SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CERTIFICATE OF OCCUPANCY. 9.THE NEIGHBORHOOD COMMUNICATION PLAN LISTED IN SEPA MITIGATION MEASURE #22 SHALL ALSO BE A COMPONENT ADDED TO THE TRANSPORTATION MANAGEMENT PLAN REQUIRED UNDER SEPA MITIGATION MEASURE #20. THE ADDITION SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CERTIFICATE OF OCCUPANCY. LUA17-000052, FINAL PLANNED UNIT DEVELOPMENT FOR SARTORI ELEMENTARY SCHOOL, ISSUED MARCH 17,2017TED-40-3930R-393002 8/23/2019 TTT T T T TT NORTH 4TH STREET NORTH 3RD STREETPARK AVENUE NORTHPARK AVENUE NORTHGARDEN AVENUE NORTHGARDEN AVENUE NORTH(PUBLIC RIGHT-OF-WAY) (PUBLIC RIGHT-OF-WAY)(PUBLIC RIGHT-OF-WAY)(PUBLIC RIGHT-OF-WAY)(PUBLIC RIGHT-OF-WAY)(PUBLIC RIGHT-OF-WAY)NORTH 4TH STREET (PUBLIC RIGHT-OF-WAY)(PUBLIC RIGHT-OF-WAY)PARK AVENUE NORTHGARDEN AVENUE NORTH(PUBLIC RIGHT-OF-WAY)SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019. OVERALL TESC AND DEMOLITION PLAN C2.0 1.DEMOLITION: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO INCLUDE THE DEMOLITION OF ALL EXISTING SITE IMPROVEMENTS AS INDICATED BY THIS DRAWING OR AS REQUIRED FOR NEW CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FULLY REVIEW THE SITE CONDITIONS AND TO CORRELATE THESE OBSERVATIONS WITH THE PROJECT WORK AND INCLUDE ALL NECESSARY DEMOLITION, WHETHER SHOWN OR NOT, AND INCLUDE ALL SUCH COSTS IN THE BASE BID. 2.CLEARING: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO CONDUCT ALL CLEARING NECESSARY TO BE ABLE TO COMPLETE ALL THE WORK OF THIS PROJECT. 3.CONTRACTOR SHALL LEGALLY DISPOSE OFF THE OWNER'S PROPERTY, ALL DEMOLISHED AND REMOVED MATERIALS, UNLESS INDICATED OTHERWISE. 4.BACKFILL AND COMPACT ALL VOIDS AND DEPRESSIONS OCCURRING AS A RESULT OF DEMOLITION ACTIVITIES. SEE SPECIFICATIONS FOR ALLOWABLE BACKFILL MATERIALS. 5.REMOVE EXISTING SOD AND TOPSOIL AS NECESSARY TO PROVIDE IMPROVEMENTS. CONTRACTOR SHALL DISPOSE OF EXCESS SOD AND TOPSOIL OFFSITE. 6.SEDIMENTS TRACKED ONTO PAVED SURFACES SHALL BE REMOVED BY SWEEPING. SEDIMENTS SHALL NOT BE WASHED DOWNSTREAM. SPRAY EXPOSED SOILS WITH WATER TO PREVENT DUST. RUNOFF SHALL NOT BE CREATED BY SPRAYING. EROSION CONTROL MEASURES SHALL BE PROVIDED THROUGHOUT CONSTRUCTION. WHEEL WASHES SHALL BE PROVIDED IF THE NOTED EROSION CONTROL MEASURES ARE NOT ADEQUATE TO PREVENT SEDIMENTS FROM ENTERING THE ROW 7.CONTRACTOR SHALL EXCAVATE AND FILL AS NECESSARY TO ACHIEVE SUBGRADES IN LAWN AND PLANTER BEDS REQUIRED BY THE LANDSCAPE PLANS. 8.PROTECT EXISTING UTILITIES WITHIN THE WORK LIMITS NOT SPECIFICALLY INDICATED FOR DEMOLITION. RAISE EXISTING UTILITIES TO FINISHED GRADE. REPLACE ALL TRAFFIC LOOPS DISTURBED/REMOVED DURING CONSTRUCTION PER CITY OF RENTON STANDARDS UNLESS OTHERWISE SHOWN ON PLANS. 9.SEE SHEETS C2.3 AND C2.4 FOR TEMPORARY EROSION AND SEDIMENT CONTROL NOTES AND DETAILS. 10.CONTRACTOR IS REQUIRED TO USE EXISTING TRUCK HAUL ROUTES AS NOTED PER CITY OF RENTON ORDINANCE 5339. ORDINANCE 5339 SPECIFIES THAT TRUCKS TAKE THE MOST DIRECT ARTERIAL ROUTE TO OR FROM ONE OF THE DESIGNATED TRUCK ROUTES. PARK AVENUE N. ADJACENT TO THE SITE IS THE NEAREST TRUCK ROUTE 11.TESC MEASURES IN PLACE FOR PRIOR CONSTRUCTION TO REMAIN AND BE MAINTAINED. CONTRACTOR SHALL ADD TESC MEASURES SHOWN. 12.THE SITE TOPOGRAPHIC SURVEY WAS COMPLETED BY THE OWNER'S CONSULTANT. PRIOR TO CONSTRUCTION AND MOVING MATERIAL, THE CONTRACTOR SHALL REVIEW THE SURVEY AND PROVIDE THE OWNER A SIGNED LETTER INDICATING THE CONTRACTOR AGREES WITH THE CONDITIONS NOTED BY THE SURVEY. IF THE CONTRACTOR DOES NOT AGREE WITH THE CONDITIONS OF THE SURVEY, THE CONTRACTOR SHALL COMPLETE AN INDEPENDENT 3RD PARTY SURVEY AND PROVIDE IT TO THE OWNER FOR REVIEW PRIOR TO CONSTRUCTION OR MOVING MATERIAL. 13.DEMOLISH AND REPLACE ALL TRAFFIC LOOPS WITHIN PAVING TO BE DEMOLISHED AND TRAFFIC LOOPS WITHIN EXISTING PAVING TO REMAIN CONNECTED TO LOOPS WITH EXISTING PAVEMENT TO BE DEMOLISHED. 14.PRIOR TO DEVELOPMENT ACTIVITIES, THE CONTRACTOR SHALL ERECT AND MAINTAIN SIX-FOOT (6') HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIPLINES OF ALL RETAINED TREES OR AT A DISTANCE SURROUNDING THE DIAMETER OF THE TREE ONE AND ONE QUARTER FEET (1.25') FOR EVERY ONE INCH (1") OF TRUNK CALIPER, WHICHEVER IS GREATER, OR ALONG THE PERIMETER OF A TREE PROTECTION TRACT. PLACARDS SHALL BE PLACE ON FENCING EVERY 50 FEET (50') INDICATING THE WORDS "NO TRESPASSING - PROTECTED TREE" OR ON EACH SIDE OF THE FENCING IN LESS THAN FIFTY FEET (50'). SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4) SIDES. IN ADDITION THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES. CERTIFIED ARBORIST OR LANDSCAPE SHALL MONITOR THE CONSTRUCTION ACTIVITIES THAT ARE NECESSARY WITHIN THE TREES DRIPLINES. WRITTEN NEED FOR REMOVAL OR REVISED LANDSCAPE AND CLEARING GRADING PLANS SHALL BE REVIEWED AND APPROVED BY CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. GENERAL NOTES 1.ARRANGE AND ATTEND PRE-CONSTRUCTION MEETING WITH CITY OF RENTON, OWNER, CONTRACTOR, ESC LEAD, AND ENGINEER. STAKE CLEARING LIMITS PRIOR TO THIS MEETING. 2.POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE NUMBER OF ESC LEAD. 3.FENCE CLEARING LIMITS AND TREE PROTECTION AREAS. 4.INSTALL CATCH BASIN SEDIMENT PROTECTION. 5.INSTALL PERIMETER PROTECTION (SILT FENCE, OR OTHER MEASURES) WHERE SPECIFIED ON THE ESC PLAN AND/OR REQUIRED BY THE CITY INSPECTOR. 6.GRADE AND STABILIZE CONSTRUCTION ENTRANCE(S). 7.GRADE AND STABILIZE CONSTRUCTION ROAD(S). 8.CLEAR AND GRUB WITHIN CONSTRUCTION LIMITS. 9.CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR SWALES, CHECK DAMS, TEMPORARY SEDIMENT POND, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10.PROVIDE PLASTIC COVERING ON ALL EXPOSED SLOPES 5H:1V OR GREATER. ALL FILLS MUST BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 11.MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON STANDARDS, NPDES PERMIT AND EROSION AND SEDIMENT CONTROL REPORT. 12.RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES, SO THAT, AS SITE CONDITIONS CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF RENTON EROSION AND SEDIMENT CONTROL REQUIREMENTS. 13.ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCT 1 TO APR 30) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1 TO SEPT 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC MEASURES. 14.ROUGH GRADE SITE. 15.CONSTRUCT PERMANENT STORMWATER FACILITIES. 16.CONSTRUCT ALL OTHER SITE IMPROVEMENTS. 17.SEED OR SOD ANY AREA TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 18.UPON SUBSTANTIAL COMPLETION, ALL DISTURBED AREAS MUST BE STABILIZED. EROSION AND SEDIMENT CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL APPROVAL IS OBTAINED FROM THE CITY OR RENTON. CONSTRUCTION SEQUENCE SEE SHEET C2.1 SEE SHEET C2.2 N GRAPHIC SCALE 0 40 80 1" = 40 FEET 20 EXISTING LEGEND: SURVEY SET NAIL AND WASHER FOUND MONUMENT AS NOTED HUB AND TACK SET REBAR AND CAP MISCELLANEOUS BOLLARD MAIL BOX SIGN FENCE SANITARY SEWER SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT SANITARY SEWER LINE STORM DRAINAGE STORM CATCH BASIN STORM MANHOLE ROOF DRAIN STORM LINE NATURAL GAS GAS METER GAS VALVE GAS LINE TRAFFIC TRAFFIC SIGNAL POLE TRAFFIC CABINET POWER POWER TRANSFORMER GUY ANCHOR UTILITY POWER POLE ELECTRICAL VAULT JUNCTION BOX POWER METER LUMINAIRE UNDERGROUND POWER LINE OVERHEAD POWER LINE TELEPHONE TELEPHONE RISER TELEPHONE VAULT TELEPHONE LINE WATER FIRE DEPARTMENT CONNECTION FIRE HYDRANT IRRIGATION CONTROL VALVE HOSE BIB WATER METER WATER VALVE WATER VAULT WATER LINE TREES A=APPLE, B=BIRCH, F=FIR, P=PINE, HA=HAWTHORNE HO=HOLLY, M=MAPLE, O=OAK, U= UNKNOWN SURFACING CONCRETE ASPHALT CONTOUR MAJOR INTERVAL CONTOUR MINOR INTERVAL PROPERTY/RIGHT-OF-WAY LINE NPDES PERMIT # (WA): WAR304354 CESCL TO BE PROVIDED BY CONTRACTOR 3TED-40-3930R-393003 8/23/2019 22 2 2 22 2 2 2 2 2 2 2 2 2 2 4 IE: 35.79 IE: 35.00 IE: 35.68 IE: 34.15 IE: 30.97 IE: 34.18 IE: 34.55 IE: 34.02 B C2.4 A C2.4 25' 12" DIA D.I. PIPE @ 0.5% 45' 12" DIA CPEP PIPE @ 0.5% 2 T T 1010 10 10 10 10 10 10 10 4 4 4 4 4 15 4 4 4 IE: 34.20 IE: 34.30 IE: 35.96 IE: 34.75 IE: 35.24 IE: 37.00 EL: 36.89 IE: 32.88 IE: 33.62 EL: 30.89 EL: 36.89 EL: 36.89 EL: 36.89 EL: 30.89 4 4 EL: 36.89 EL: 36.89 EL: 36.89 1212 9 9 9 NORTH 4TH STREET (PUBLIC RIGHT-OF-WAY)(PUBLIC RIGHT-OF-WAY)PARK AVENUE NORTHGARDEN AVENUE NORTH(PUBLIC RIGHT-OF-WAY)12 12 12 12 7 12 16 OUTLINE OF PROPOSED SCHOOL BUILDING. CONTRACTOR TO DEMOLISH PAVING WITHIN LIMITS PRIOR TO PILING WORK. PAVING BEYOND THE OUTLINE MAY TEMPORARILY REMAIN FOR STAGING PURPOSES. 19 19 19 19 19 19 19 19 5 18 1 3 1 8 3 3 3 3 1 11 13 6 20 20 20 18 21 21 PROTECT EXISTING STREET LIGHT TO REMAIN 21 21 21 17 SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019. N GRAPHIC SCALE 0 20 40 1" = 20 FEET 10 NORTH TESC AND DEMOLITION PLAN C2.1 SEE SHEET C2.2 KEY NOTES SILT FENCE PER COR STD. PLAN 214.00, SEE DETAIL 2, SHEET C2.4 CATCH BASIN FILTER PER COR STD. PLAN 216.30, SEE DETAIL 1, SHEET C2.3 INTERCEPTOR SWALE PER COR STD. PLAN 217.10, SEE DETAIL 4, SHEET C2.3 CHECK DAM PER COR STD. PLAN 217.40, SEE DETAIL 3, SHEET C2.3 PROTECT EXISTING STORM STRUCTURE AND ASSOCIATED APPURTENANCES, TYP. PROTECT EXISTING STORM DRAIN LINE, TYP. PROTECT EXISTING POWER AND COMMUNICATION STRUCTURE AND ASSOCIATED APPURTENANCES. SEE ELECTRICAL PLANS. PROTECT EXISTING POWER AND COMMUNICATION LINE. SEE ELECTRICAL PLANS. DEMOLISH EXISTING FENCE. DEMOLISH EXISTING TREE. DEMOLISH EXISTING GAS LINE, COORDINATE WITH PSE. DEMOLISH EXISTING WATER LINE, CAP AT EXISTING WATER MAIN. RESTORE ROADWIDTH PAVEMENT PATCH, SEE DETAIL 4, SHEET C7.10. DEMOLISH EXISTING WATER MAIN. DEMOLISH EXISTING GAS METER. PROTECT EXISTING SEWER PIPE AND MANHOLE REMOVE AND RELOCATE EXISTING CROSSWALK SIGNAL, AND HANDHOLDS. SEE SIGNAL PLANS. REMOVE AND RELOCATE EXISTING LIGHT POLE. SEE SIGNAL PLANS. DEMOLISH EXISTING TRAFFIC LOOPS, SEE SHEET C2.0, GEN. NOTE 13, TYPICAL. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 WORK LIMITS SILT FENCE (COR STD. PLAN 214.00) SAWCUT LINE INTERCEPTOR SWALE (COR STD. PLAN 217.10) DEMOLISH EXISTING UTILITY DEMOLISH EXISTING STRUCTURE CHECK DAM (COR STD. PLAN 217.40) CATCH BASIN FILTER (COR STD. PLAN 216.30) DEMOLISH EXISTING ASPHALT * DEMOLISH EXISTING CONCRETE * STABILIZED CONSTRUCTION ENTRANCE (COR STD. PLAN 215.10) ROCK OUTFALL DEMOLISH EXISTING TREE TREE PROTECTION FENCE * EXISTING PAVEMENT MAY BE TEMPORARILY LEFT IN PLACE TO MINIMIZE EROSION, SOIL SATURATION, AND ADDITIONAL STAGING AREAS. INTERCEPTOR DITCHES SHALL BE INSTALLED IN LOCATIONS TO ACCOMMODATE THE SITE CONDITIONS, INCLUDING PAVEMENT. LEGEND 4 C2.3 3 C2.3 1 C2.3 2 C2.4 2 C2.3 3 C2.3 GRIND AND REMOVE EXISTING CROSSWALK. DEMOLISH CONCRETE INCLUDING UNDERGROUND COMPONENTS IN THEIR ENTIRETY, TYPICAL. DEMOLISH STORM DRAINAGE STRUCTURE. 19 20 21 3 3 3 3 3 3 3TED-40-3930R-393004 3 3 8/23/2019 2 22 22 2 2 4 IE: 36.12 IE: 35.45 IE: 35.60 IE: 35.74 IE: 35.83 IE: 36.26 IE: 36.86 IE: 37.00 IE: 36.69 EL: 37.00 IE: 35.59 C C2.4 D C2.4 26' 12" DIA D.I. PIPE @ 0.5% 33' 12" DIA CPEP PIPE @ 0.5% TTT TT NORTH 3RD STREETPARK AVENUE NORTHGARDEN AVENUE NORTH(PUBLIC RIGHT-OF-WAY)(PUBLIC RIGHT-OF-WAY)(PUBLIC RIGHT-OF-WAY)4 4 4 4 CONTRACTOR LAYDOWN AREA SEE SECTION, DETAIL 3, SHEET C2.4 IE: 37.00 IE: 35.67 IE: 36.06 IE: 35.26 IE: 35.70 IE: 33.50 IE: 35.78 IE: 35.36 IE: 34.98 4 4 EL: 37.00 4 EL: 37.00 IE: 33.50 IE: 33.50 IE: 33.50 OUTLINE OF PROPOSED SCHOOL BUILDING. CONTRACTOR TO DEMOLISH PAVING WITHIN LIMITS PRIOR TO PILING WORK. PAVING BEYOND THE OUTLINE MAY TEMPORARILY REMAIN FOR STAGING PURPOSES. 120' 100' 12 12 12 129 18 912712131217 7 12 12 1212 12 12 19 19 19 19 19 19 19 1 33 3 5 1 1 8 14 14 11 26' 12" DIA D.I. PIPE @ 0.5% 15.0' 10 22222222 2117 22 IE: 36.86 16 22 19 SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019. N GRAPHIC SCALE 0 20 40 1" = 20 FEET 10 SOUTH TESC AND DEMOLITION PLAN C2.2 SEE SHEET C2.1 CONTINUE ABOVE CONTINUE ABOVECONTINUE BELOW CONTINUE BELOWSEE SHEET C2.1 LEGEND & KEYNOTES 3 3 3 KEY NOTES SILT FENCE PER COR STD. PLAN 214.00, SEE DETAIL 2, SHEET C2.4 CATCH BASIN FILTER PER COR STD. PLAN 216.30, SEE DETAIL 1, SHEET C2.3 INTERCEPTOR SWALE PER COR STD. PLAN 217.10, SEE DETAIL 4, SHEET C2.3 CHECK DAM PER COR STD. PLAN 217.40, SEE DETAIL 3, SHEET C2.3 PROTECT EXISTING STORM STRUCTURE AND ASSOCIATED APPURTENANCES, TYP. PROTECT EXISTING STORM DRAIN LINE, TYP. PROTECT EXISTING POWER AND COMMUNICATION STRUCTURE AND ASSOCIATED APPURTENANCES. SEE ELECTRICAL PLANS. PROTECT EXISTING POWER AND COMMUNICATION LINE. SEE ELECTRICAL PLANS. DEMOLISH EXISTING FENCE. DEMOLISH EXISTING TREE. DEMOLISH EXISTING GAS LINE, COORDINATE WITH PSE. DEMOLISH EXISTING WATER LINE, CAP AT EXISTING WATER MAIN. RESTORE ROADWIDTH PAVEMENT PATCH, SEE DETAIL 4, SHEET C7.10. DEMOLISH EXISTING WATER MAIN. DEMOLISH EXISTING GAS METER. PROTECT EXISTING SEWER PIPE AND MANHOLE REMOVE AND RELOCATE EXISTING CROSSWALK SIGNAL, AND HANDHOLDS. SEE SIGNAL PLANS. REMOVE AND RELOCATE EXISTING LIGHT POLE. SEE SIGNAL PLANS. DEMOLISH EXISTING TRAFFIC LOOPS, SEE SHEET C2.0, GEN. NOTE 13, TYPICAL. GRIND AND REMOVE EXISTING CROSSWALK. DEMOLISH CONCRETE INCLUDING UNDERGROUND COMPONENTS IN THEIR ENTIRETY, TYPICAL. DEMOLISH STORM DRAINAGE STRUCTURE. PROTECT EXISTING TREE TO REMAIN. SEE SHEET C2.0 FOR NOTE 14. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 3 3 3 3 3 3 3TED-40-3930R-393005 3 3 3 8/23/2019 SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019. TESC NOTES AND DETAILS I C2.3 1.MULCH MATERIALS USED SHALL BE HAY OR STRAW, AND SHALL BE APPLIED AT THE RATE OF 2 TONS/ACRE. 2.MULCHES SHALL BE APPLIED IN ALL AREAS WITH EXPOSED SLOPES GREATER THAN 2:1. 3.MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON. 4.ALL AREAS NEEDING MULCH SHALL BE COVERED BY NOVEMBER 1. MULCHING NOTES: HYDROSEEDING NOTES: 1.HYDROSEEDING SHALL BE APPLIED TO ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES UNLESS OTHERWISE NOTED. 2.HYDROSEEDING TO BE AS SPECIFIED IN LANDSCAPE SPECIFICATIONS. 3.APPLICATION TO BE 100 LBS/ACRE. 4.500 LBS/ACRE 10-20-20 FERTILIZER, 2000 LBS/ACRE MULCH AND 40 LBS/ACRE SOIL STABILIZER TO BE APPLIED WITH SEED MIXTURE. 5.SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS NECESSARY TO FOSTER AND PROTECT THE ROOT STRUCTURE. CONTRACTOR SHALL ENSURE PROPER ROOT GROWTH REGARDLESS OF PLANTING SCHEDULE. 6.FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF THE SEED WILL BE NECESSARY. (EG, GEOTEXTILES, JUTE MAT, CLEAR PLASTIC COVERING.) 7.BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKES, SWALES, LEVEL SPREADERS AND SEDIMENT BASINS. 8.THE SEEDBED SHALL BE FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING SURFACE ROUGHENING. PERFORM ALL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. 9.FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS RECOMMENDATIONS. AMOUNTS USED SHOULD BE MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS. 10.SEE SPECIFICATIONS FOR HYDROSEED MIXTURES. 1.CONTRACTOR SHALL PERFORM ADDITIONAL CLEARING TO CONSTRUCT ONSITE AND OFFSITE IMPROVEMENTS IF NECESSARY. 2.GENERAL CONTRACTOR SHALL PROVIDE AN ESC SUPERVISOR WHO IS A CERTIFIED EROSION AND SEDIMENT CONTROL LEAD. 3.CONTRACTOR SHALL CONFORM TO ALL REQUIREMENTS OF THE NPDES UNDER THE DOE'S GENERAL PERMIT FOR STORMWATER DISCHARGE FROM CONSTRUCTION ACTIVITIES AND THE SWPPP. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL REQUIRED RECORDS. 4.SEE LANDSCAPE PLANS FOR FINAL VEGETATED SURFACING. 5.RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION CONTROL IS ALWAYS IN ACCORDANCE WITH THE MINIMUM CITY OF RENTON TESC REQUIREMENTS. 6.CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF TESC FACILITIES. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF ADDITIONAL FACILITIES INCLUDING BUT NOT LIMITED TO FILTER FENCE, CATCH BASIN PROTECTION, SWALES, MULCHING AND SEEDING. 7.CONTRACTOR SHALL INCLUDE IN BID REMOVAL OF ALL TESC MEASURES AT COMPLETION OF PROJECT. 8.REMOVE EXISTING SOD AND TOPSOIL AS NECESSARY TO PROVIDE IMPROVEMENTS. CONTRACTOR SHALL DISPOSE OF EXCESS SOD OFFSITE. 9.SEDIMENTS TRACKED ONTO PAVED SURFACES SHALL BE REMOVED BY SWEEPING. SEDIMENTS SHALL NOT BE WASHED DOWNSTREAM. SPRAY EXPOSED SOILS WITH WATER TO PREVENT DUST. RUNOFF SHALL NOT BE CREATED BY SPRAYING. EROSION CONTROL MEASURES SHALL BE PROVIDED THROUGHOUT CONSTRUCTION. GENERAL NOTES: INSPECTION SCHEDULE: 1.ALL ESC MEASURES SHALL BE MAINTAINED AND REVIEWED ON A REGULAR BASIS. 2.THE ESC SUPERVISOR SHALL REVIEW THE SITE AT LEAST WEEKLY AND WITHIN 24 HOURS OF SIGNIFICANT STORMS. A SIGNIFICANT STORM IS ONE WITH MORE THAN 0.5 INCHES OF RAIN IN 24 HOURS OR LESS. 3.THE CITY MAY REQUIRE THAT A WRITTEN RECORD OF THESE REVIEWS BE KEPT ON SITE WITH COPIES SUBMITTED TO THE CITY WITHIN 48 HOURS. EROSION CONTROL NOTES: 1.THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 2.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 3.THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4.STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5.ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 6.THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 7.APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 8.ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST THROUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9.WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10.COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 11.ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS DURING NON WET SEASON. 12.THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13.AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT- LADEN WATER INTO THE DOWNSTREAM SYSTEM. 14.ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. 15.PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. 16.ALL TESC MEASURES MUST BE REMOVED AFTER CONSTRUCTION AND SITE IS STABILIZED. 17.DISTURBED AREAS UNWORKED FOR 7 CONSECUTIVE WORKING DAYS SHALL BE STABILIZED WITH COVER MEASURES EXCEPT DURING THE WET SEASON. DURING THE WET SEASON DISTURBED AREAS UNWORKED FOR TWO CONSECUTIVE WORKING DAYS SHALL BE STABILIZED WITH COVER MEASURES. 18.STOCKPILES AND STEEP CUT AND FILL SLOPES SHALL BE PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS. 19.COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE. 20.ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON . 21.MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS. 22.FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE SHALL BE STOCKPILED ON SITE. 23.CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE-GRAINED SOIL. 24.ANY RUNOFF GENERATED BY DEWATERING SHALL BE REQUIRED TO DISCHARGE TO THE SANITARY SEWER (WITH APPROPRIATE DISCHARGE AUTHORIZATION), PORTABLE SAND FILTER SYSTEMS, OR HOLDING TANKS. 1 NOT TO SCALE CATCH BASIN FILTER (COR STD. PLAN 216.30) 2 NOT TO SCALE STABILIZED CONSTRUCTION ENTRANCE (COR STD. PLAN 215.10)3 NOT TO SCALE CHECK DAM SPACING AND CROSS SECTIONS (COR STD. PLAN 217.40)4 NOT TO SCALE INTERCEPTOR SWALE (COR STD. PLAN 217.10) SOIL NOTES: A.THE SOIL MOISTURE HANDLING CAPACITY OF ALL NEW PERVIOUS SURFACING THAT, AT PROJECT COMPLETION, WILL NOT BE COVERED BY IMPERVIOUS SURFACING OR INCORPORATED INTO A DRAINAGE FACILITY MUST BE PROTECTED. THE DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM EXTENT FEASIBLE. B.ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCKPILED ONSITE IN A DESIGNATED, CONTROLLED AREA NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS. THE MATERIAL SHALL BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE FEASIBLE. C.THE SOIL IN ANY AREA THAT HAS BEEN COMPACTED OR THAT HAS HAD SOME OR ALL OF THE DUFF LAYER OR UNDERLYING TOPSOIL REMOVED SHALL BE AMENDED TO MITIGATE FOR LOSS OF MOISTURE HOLDING CAPACITY. THE AMENDMENT SHALL TAKE PLACE BETWEEN MAY 1 AND OCTOBER 1. REPLACED TOPSOIL SHALL BE A MINIMUM OF 8 INCHES THICK. REPLACED TOPSOIL SHALL HAVE AN ORGANIC MATTER CONTENT BETWEEN 8 AND 13 PERCENT DRY WEIGHT AND A PH SUITABLE FOR THE PROPOSED LANDSCAPE PLANTS. SEE LANDSCAPE PLANSTED-40-3930R-393006 8/23/2019 SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019. TESC NOTES AND DETAILS II C2.4 TACK WELD POLYETHYLENE CAP PERFORATED POLYETHYLENE DRAINAGE TUBING, 4" MIN. DIAMETER. TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294 3.50' 1 3/4" DEWATERING ORIFICE. SCH. 40 STEEL STUB. WATERTIGHT COUPLING ELEV = 35.89 1 PRINCIPAL SPILLWAY RISER PIPE NOT TO SCALE 15" 6' ELEV = "EMERGENCY OVERFLOW" ELEV = "TOP OF BERM" 1.0' SPILLWAY DEPTH NON-WOVEN GEOTEXTILE FABRIC. MIRAFI 140N OR EQUIVALENT 1' MIN. THICK RIP-RAP. 4" TO 8" QUARRY SPALLS 3" 5 EMERGENCY OVERFLOW SPILLWAY NOT TO SCALE A SEDIMENT POND - SECTION NOT TO SCALE EXISTING GROUND 1' 6' BERM6' BERM 5 1 3 1 5 12%2% 5 1 37.2' TOP OF PRIMARY CONTROL STRUCTURE = 35.69 EMERGENCY OVERFLOW = 35.89 TOP OF BERM = 36.89 3 1 3 1 5 1 EXISTING GROUND EXISTING GROUND 6' BERM 6' BERM NOTE: 1.WIRE BACKED SILT FENCE, STAKED HAY BALES WRAPPED WITH FILTER FABRIC, OR EQUIVALENT DIVIDER. LOCATION SHALL DIVIDE TEMPORARY SEDIMENT POND INTO TWO APPROXIMATELY EQUAL CELLS. EMERGENCY OVERFLOW 2%2% 3 13.0' BOTTOM OF POND = 30.89 SEE NOTE 1 ELEV.= 32.39 NOTE: 1.REMOVE SPILLWAY RISER PRIOR TO INSTALLATION OF FLOW CONTROL STRUCTURE RISER. B SEDIMENT POND - SECTION NOT TO SCALE C SEDIMENT POND - SECTION NOT TO SCALE 4' TOP OF PRIMARY CONTROL STRUCTURE = 35.70 EMERGENCY OVERFLOW = 36.00 TOP OF BERM = 37.00 3 1 3 1 5 1 EXISTING GROUND 6' BERM 6' BERM EMERGENCY OVERFLOW 2%2% 3 1 3.0' BOTTOM OF POND = 33.5 SEE NOTE 1 5 C2.4 EMBANKMENT COMPACTED 95%. PERVIOUS MATERIALS SUCH AS GRAVEL OR CLEAN SAND SHALL NOT BE USED. DEWATERING DEVICE (SEE RISER DETAIL) ELEV = 30.89 FLOW CONTROL STRUCTURE DEWATERING ORIFICE (SEE RISER DETAIL) EMBANKMENT COMPACTED 95%. PERVIOUS MATERIALS SUCH AS GRAVEL OR CLEAN SAND SHALL NOT BE USED. ELEV = 33.50 FLOW CONTROL STRUCTURE 1 C2.4 EXISTING GROUND BOTTOM OF POND = 33.5 8.8' 6' BERM6' BERM 5 1 3 1 5 12%2% 3 1 D SEDIMENT POND - SECTION NOT TO SCALE PROVIDE ADEQUATE STRAPPING TOP OF PRIMARY CONTROL STRUCTURE = 35.69 EMERGENCY OVERFLOW = 35.89 TOP OF BERM = 36.89 BOTTOM OF POND = 30.89 TOP OF PRIMARY CONTROL STRUCTURE = 35.70 EMERGENCY OVERFLOW = 36.00 TOP OF BERM = 37.00 20-MIL PVC POND LINER, 6" BELOW POND SURFACE. INSTALL 6" OF SUITABLE SOIL ON TOP OF THE LINER. 20-MIL PVC POND LINER, 6" BELOW POND SURFACE. INSTALL 6" OF SUITABLE SOIL ON TOP OF THE LINER. 20-MIL PVC POND LINER, 6" BELOW POND SURFACE. INSTALL 6" OF SUITABLE SOIL ON TOP OF THE LINER. 20-MIL PVC POND LINER, 6" BELOW POND SURFACE. INSTALL 6" OF SUITABLE SOIL ON TOP OF THE LINER. 2' MIN TYP. EXISTING GROUND 2' MIN TYP. EXISTING GROUND 2' MIN TYP. EXISTING GROUND 2' MIN TYP.2"NOTES: 1.ALL DEPTHS SHOWN ARE COMPACTED DEPTHS. 4 CONTRACTOR LAYDOWN AREA SECTION NOT TO SCALE CRUSHED SURFACING BASE COURSE PER WSDOT 9.03-9(3)10"SUBGRADE QUARRY SPALLS GEOGRID 8" CORRUGATED METAL RISER 2 NOT TO SCALE SILT FENCE (COR STD. PLAN 214.00) 3 SEDIMENT POND PLAN VIEW AND CROSS SECTIONS (COR STD. PLAN 216.00) NOT TO SCALE EMERGENCY OVERFLOW WATER SURFACE 5 C2.4 1 C2.4 1 C2.4 1 C2.4 NOTE: 1.WIRE BACKED SILT FENCE, STAKED HAY BALES WRAPPED WITH FILTER FABRIC, OR EQUIVALENT DIVIDER. LOCATION SHALL DIVIDE TEMPORARY SEDIMENT POND INTO TWO APPROXIMATELY EQUAL CELLS. MINIMUM SURFACE AREA 458 SF MINIMUM SURFACE AREA 1,893 SFTED-40-3930R-393007 3 3 3 8/23/2019 DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS 37363 73838 38 37373737373737373739 3738373 8 363738373838 37 363738SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019. OVERALL GRADING AND DRAINAGE PLAN C3.0 SEE SHEET C3.1 SEE SHEET C3.2 N GRAPHIC SCALE 0 40 80 1" = 40 FEET 20 1.SEE LANDSCAPE PLANS FOR UNDERDRAINS, MOW STRIPS, AND ADDITIONAL SITE FEATURES. 2.FOR BEDDING AND BACKFILL PIPE TRENCHES DETAIL SEE DETAIL 4 ON SHEET C7.1. 3.ALL STORM PIPE SHALL BE LINED CORRUGATED POLYETHYLENE PIPE OR AS ALLOWED BY THE KING COUNTY 2009 DRAINAGE MANUAL UNLESS OTHERWISE NOTED. 4.SPOT ELEVATIONS AND CONTOURING SHOWN REPRESENT FINISH GRADE ELEVATIONS. SUBGRADE ELEVATIONS WILL VARY DEPENDING UPON TYPE OF SURFACING REQUIRED. REFER TO SPECIFICATIONS FOR TOPSOIL AND MULCH DEPTHS. 5.MATCH EXISTING GRADES AT INTERFACE WITH EXISTING SURFACING. VERIFY EXISTING GRADES AT INTERFACE PRIOR TO ORDERING MATERIALS AND CONSTRUCTING. 6.CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED GRADES PRIOR TO CONSTRUCTION ACTIVITIES. CONTACT ENGINEER IF PROPOSED GRADES ARE BELIEVED TO BE IN ERROR. 7.SEE SHEET C7.2 FOR STANDARD SURFACE WATER PLAN NOTES AND CONSTRUCTION SEQUENCE. 8.FINISHED GRADES ARE INDICATED. CONTRACTOR SHALL EXCAVATE AND FILL TO ACHIEVE PROPER SUBGRADES. 9.ALL FILL MATERIALS SHALL BE PLACED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 10.ALL FOOTING DRAINS SHALL BE 6 INCH IN DIAMETER AND PLACED AROUND BUILDING. FOOTING DRAINS SHALL CONNECT INTO STORM DRAIN CATCH BASIN. FOOTING DRAINS PER DETAIL 1 ON SHEET C7.3. 11.ROOF DRAIN LINES SHALL BE 8-INCH PIPE MINIMUM AT A MINIMUM 1 PERCENT SLOPE UNLESS OTHERWISE INDICATED. CONNECT ALL DOWNSPOUTS AND ROOF LEADERS TO THE NEAREST TO STORM DRAINS. ALL ROOF DRAINS SHALL BE CONNECTED TO A STORM DRAINAGE CATCH BASIN. PROVIDE AS-BUILTS TO OWNER. SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND NUMBER OF DOWNSPOUTS. SEE MECHANICAL PLANS FOR EXACT LOCATION AND NUMBER OF ROOF LEADERS. STORM DRAIN CLEANOUTS PER DETAIL 2 ON SHEET C7.2. DOWNSPOUT CONNECTION PER DETAIL 2 ON SHEET C7.3. 12.ADJUST EXISTING UTILITY LIDS FOR FINISHED GRADE. 13.FINISHED ELEVATION GRADE SHALL BE 6" BELOW FINISHED FLOOR ELEVATION UNLESS OTHERWISE INDICATED. 14.SEE C6.X SERIES FOR ALL OFFSITE STORM DRAINAGE. 15.CATCH BASIN TYPE 1 PER CITY OF RENTON STANDARD PLAN 200.00, SEE DETAIL 1 ON SHEET C7.13. 16.CATCH BASIN TYPE 2 PER CITY OF RENTON STANDARD PLAN 201.00, SEE DETAIL 2 ON SHEET C7.13. 17.CATCH BASIN INSTALLATION PER CITY OF RENTON STANDARD PLAN 202.00, SEE DETAIL 3 ON SHEET C7.13. 18.RECTANGULAR FRAME PER CITY OF RENTON STANDARD PLAN 204.00, SEE DETAIL 4 ON SHEET C7.13. 19.RECTENGULAR SOLID COVER PER CITY OF RENTON STANDARD PLAN 204.10, SEE DETAIL 1 ON SHEET C7.14. 20.ALL ONSITE TYPE 1 CATCHBASINS SHALL HAVE HERRINGBONE GRATES UNLESS OTHERWISE INDICATED. RECTANGULAR HERRINGBONE GRATE PER CITY OF RENTON STANDARD PLAN 204.40, SEE DETAIL 2 ON SHEET C7.14. ALL OFFSITE TYPE 1 CATCHBASINS SHALL HAVE RECTANGULAR VANED GRATES UNLESS OTHERWISE INDICATED. RECTANGULAR VANED GRATE PER CITY OF RENTON STANDARD PLAN 204.20, SEE DETAIL 4, C7.7. 21.STORM ROUND FRAME AND COVER PER CITY OF RENTON STANDARD PLAN 204.50, SEE DETAIL 3 ON SHEET C7.14. 22.MISCELLANEOUS DETAILS FOR DRAINAGE STRUCTURES PER CITY OF RENTON STANDARD PLAN 204.60, SEE 4 DETAIL 4 ON SHEET C7.14. 23.PROVIDE BACKWATER CHECK VALVES WITH CAST IRON LID ON ALL STORM DRAINAGE OUTFALL PIPES FOR ALL WATER AND ELECTRICAL VAULTS. 24.PROVIDE TWO-WAY CLEANOUTS AT CONNECTIONS TO BUILDING PIPING PER DETAIL 3. SHEET C7.2. 25.PRIOR TO DEVELOPMENT ACTIVITIES, THE CONTRACTOR SHALL ERECT AND MAINTAIN SIX-FOOT (6') HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIPLINES OF ALL RETAINED TREES OR AT A DISTANCE SURROUNDING THE DIAMETER OF THE TREE ONE AND ONE QUARTER FEET (1.25') FOR EVERY ONE INCH (1") OF TRUNK CALIPER, WHICHEVER IS GREATER, OR ALONG THE PERIMETER OF A TREE PROTECTION TRACT. PLACARDS SHALL BE PLACE ON FENCING EVERY 50 FEET (50') INDICATING THE WORDS "NO TRESPASSING - PROTECTED TREE" OR ON EACH SIDE OF THE FENCING IN LESS THAN FIFTY FEET (50'). SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4) SIDES. IN ADDITION THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES. CERTIFIED ARBORIST OR LANDSCAPE SHALL MONITOR THE CONSTRUCTION ACTIVITIES THAT ARE NECESSARY WITHIN THE TREES DRIPLINES. WRITTEN NEED FOR REMOVAL OR REVISED LANDSCAPE AND CLEARING GRADING PLANS SHALL BE REVIEWED AND APPROVED BY CURRENT PLANNING PROJECT MANAGER PRIOR TO CONSTRUCTION PERMIT APPROVAL. GENERAL NOTES: NORTH 4TH STREET PARK AVENUE NORTHGARDEN AVENUE NORTHNORTH 3RD STREET LEGEND: STORM CATCH BASIN STORM MANHOLE ROOF DOWNSPOUT STORM DRAINAGE CLEANOUT GRADE BREAK STORM LINE LARGE DIAMETER DETENTION PIPE ROOF DRAIN LINE FOOTING DRAIN LINE TRENCH DRAIN CONTOUR LINE PROPERTY/RIGHT-OF-WAY LINE DS XXX SARTORI ELEMENTARY SCHOOL FFE=38.85 FFE=38.50 SEE SHEET C6.7SEE SHEET C6.7 TED-40-3930R-393008 8/23/2019 NORTH 4TH STREET PARK AVENUE NORTHGARDEN AVENUE NORTH(PUBLIC RIGHT-OF-WAY)(PUBLIC RIGHT-OF-WAY)(PUBLIC RIGHT-OF-WAY)DS DS DS DS DS DS DS 37363 73838 38 3737373737SDCB 9 SDCB 10 SDCB 1 SDCB 17 SDCB 3 SDCB 20 SDCB 12 SDCB 16 SDCB 13 SDCB 4 SDCB 18 SDCB 2 SDCB 8 FF: 38.85 FG: 37.31 FG: 37.16 FG: 37.67 FG: 37.68 FG: 37.51 FG: 37.07 FG: 37.28 FG: 37.22 FG: 37.15 FG: 36.69 FG: 37.08 FG: 36.92 FG: 36.15 FG: 36.66FG: 37.54 FG: 37.59 FG: 36.51 FG: 36.52 FG: 36.29 FG: 35.18 FG: 36.46FG: 36.37 FG: 35.78 FG: 35.87 FG: 36.51 FG: 36.59 FG: 37.64 FG: 38.05 FG: 37.97 FG: 37.64 FG: 37.16FG: 38.48 FG: 38.09 FG: 38.04 FG: 38.92 FG: 37.46 FG: 38.58 FG: 37.40 FG: 38.38 FG: 38.13 FG: 37.94 FG: 38.83 FG: 38.83 FG: 38.83 FG: 37.59 FG: 38.19 FG: 37.63 FG: 37.48 FG: 37.55 FG: 36.85 FG: 36.85 FG: 37.90 FG: 37.29 FG: 36.62 2 DETENTION SYSTEM 1 3 DETENTION SYSTEM 3 1 1 1 1 1 8 9 5 FG: 37.61FG: 37.83 FG: 38.37 FG: 37.54 FG: 38.68 FG: 38.68 FG: 38.48 373 8373 8 36 373837FG: 37.90 1.50%1.50%1.82% 2. 2 2 % 2. 3 4 % 1.59 % 1.42% 1.14%3.70%7.80% A B C D 1.89% FG: 37.25 FG: 37.52 P 2P 1 P 2 4 P 6P 26P 12 P 15 P 11 P 20 P 19P 18 P 14 P 13 P 44 SDCB 44 P 45 SDCB 45 FG: 38.65 FG: 37.99 FG: 38.17 FG: 37.95 FG: 38.16 FG: 37.13 FG: 36.85 FG: 36.85 FG: 36.85 FG: 36.90 FG: 36.85FG: 38.06 FG: 37.90 FG: 37.35 FG: 35.86 FG: 36.00FG: 37.78 FG: 37.71 FG: 36.85 FG: 36.68 FG: 36.38P 3P 42 SDCB 40 36 373837 3836SDCB 51 SDCB 50 SDCB 48 SDCB 47 FG: 37.65 38 383838377 FG: 36.99 FG: 37.10 FG: 37.17 FG: 37.29 FG: 36.38 FG: 36.50 FG: 37.11 7 FG: 36.42 FG: 36.49 FG: 37.47 FG: 38.47 FG: 37.39 10 FG: 38.65 FG: 38.65 37381.10%FG: 37.85 TC: 38.35 FG: 38.50 FG: 37.78 FG: 39.211.92%1.18%FG: 37.61 FG: 37.72 TC: 38.33 FG: 38.56 1.83% FG: 36.55FG: 37.26 FG: 36.85 FG: 36.85 FG: 37.29 FG: 36.85 FG: 38.05 10 10 11 37 38376 4" IE: 34.92 P 69 6" IE: 31.83 P 68 FG: 35.56 FG: 35.56 FG: 35.18 6" IE = 33.50 12 12 FG: 35.42 FG: 35.67 FG: 35.42 FG: 35.67 14 14 16 16 16 16 16 16 P 70 P 7 2 P 73 P 74 37 6" IE: 32.21 13 13 4 4 4 4 15 15 15 SDCB 76 CB TYPE 1 SOLID LID RIM: 36.39 IE: 31.98 12" (SE) IE: 31.98 12" (E) IE: 31.98 12" (W) IE: 32.22 12" (NE) IE: 32.22 12" (W)SDCB 22 IE: 32.34 (SW) P 86 P 83P 85 P 8 7 SDCB 77 48" TYPE 2 CB SOLID LID RIM: 36.54 IE: 30.60 12" (SE) IE: 30.60 12" (NW) IE: 30.60 12" (E)P 63P 8 4 SDCB 24 IE: 30.43 STORM PIPE TABLE NAME P 1 P 2 P 3 P 6 P 11 P 12 P 13 P 14 P 15 P 18 P 19 P 20 P 24 P 26 P 42 DETAILS 64 LF 12" PVC @ 0.50% 75 LF 12" PVC @ 0.50% 139 LF 12" PVC @ 0.50% 30 LF 8" PVC @ 2.87% 78 LF 8" PVC @ 0.98% 79 LF 8" PVC @ 0.50% 58 LF 8" PVC @ 0.50% 79 LF 12" PVC @ 0.50% 61 LF 8" PVC @ 0.50% 75 LF 8" PVC @ 0.50% 65 LF 8" PVC @ 0.50% 56 LF 8" PVC @ 0.51% 23 LF 12" CPEP @ 0.66% 296 LF 8" CPEP @ 0.50% 66 LF 8" PVC @ 0.50% STORM PIPE TABLE NAME P 44 P 45 P 63 P 68 P 69 P 70 P 72 P 73 P 74 P 83 P 84 P 85 P 86 P 87 DETAILS 29 LF 8" PVC @ 0.60% 38 LF 8" PVC @ 5.42% 37 LF 12" DIP @ 0.51% 6 LF 6" PVC @ 1.00% 9 LF 4" PVC @ 1.54% 3 LF 6" PVC @ 1.00% 75 LF 6" PVC @ 2.59% 8 LF 6" PVC @ 2.00% 7 LF 6" PVC @ 2.00% 24 LF 12" CPEP @ 0.50% 19 LF 12" CPEP @ 0.52% 48 LF 12" CPEP @ 0.50% 275 LF 12" CPEP @ 0.50% 34 LF 12" CPEP @ 0.50% STORM STRUCTURE TABLE STRUCTURE NAME SDCB 1 60" TYPE 2 CB SOLID LID N 181135.12 E 1302089.12 SDCB 2 CB TYPE 1 SOLID LID N 181134.73 E 1302153.50 SDCB 3 48" TYPE 2 CB SOLID LID N 181134.28 E 1302228.56 SDCB 4 CB TYPE 1 N 180994.82 E 1302226.32 SDCB 8 48" TYPE 2 CB N 181050.01 E 1302043.81 SDCB 9 CB TYPE 1 N 180957.44 E 1302157.61 SDCB 10 CB TYPE 1 N 180878.26 E 1302156.43 SDCB 12 CB TYPE 40 N 180916.04 E 1302225.14 SDCB 13 CB TYPE 40 N 180855.23 E 1302224.19 SDCB 16 CB TYPE 40 N 180849.94 E 1302378.52 STRUCTURE DETAILS RIM = 36.68 IE = 30.75 (12" E) IE = 30.75 (12" NW) IE = 30.75 (36" SW) RIM = 35.80 IE = 31.07 (12" W) IE = 31.07 (12" E) IE = 31.07 (8" N) IE = 31.57 (6" SE) RIM = 36.83 IE = 31.45 (12" W) IE = 31.45 (12" S) IE = 31.45 (8" E) RIM = 36.35 IE = 32.15 (12" N) IE = 32.15 (8" SW) IE = 32.15 (12" S) RIM = 38.13 IE = 31.60 (8" NE) IE = 31.60 (8" S) IE = 31.77 (6" W) RIM = 37.00 IE = 32.92 (8" NE) IE = 32.92 (8" S) IE = 32.92 (8" W) IE = 34.90 (6" E) RIM = 37.00 IE = 33.32 (8" N) IE = 33.32 (8" S) IE = 33.32 (8" NW) IE = 35.50 (6" E) RIM = 36.49 IE = 32.54 (12" N) IE = 32.54 (8" S) RIM = 36.35 IE = 32.84 (8" N) IE = 32.84 (8" S) RIM = 36.50 IE = 33.81 (8" N) STORM STRUCTURE TABLE STRUCTURE NAME SDCB 17 CB TYPE 40 N 180925.09 E 1302379.40 SDCB 18 CB TYPE 40 N 180990.33 E 1302380.20 SDCB 20 60" TYPE 2 CB SOLID LID N 181127.64 E 1302356.36 SDCB 40 CB TYPE 1 SOLID LID N 181133.88 E 1302294.53 SDCB 44 CB TYPE 1 N 180967.18 E 1302130.00 SDCB 45 CB TYPE 1 N 180907.67 E 1302132.29 SDCB 47 54" TYPE 2 CB SOLID LID N 181076.12 E 1302057.68 SDCB 48 48" TYPE 2 CB SOLID LID N 181041.44 E 1302350.36 SDCB 50 48" TYPE 2 CB SOLID LID N 181041.44 E 1302356.36 SDCB 51 48" TYPE 2 CB SOLID LID N 181053.44 E 1302362.36 STRUCTURE DETAILS RIM = 36.50 IE = 33.43 (8" S) IE = 33.43 (8" N) RIM = 36.30 IE = 33.10 (8" S) IE = 33.10 (8" NW) RIM = 36.49 IE = 32.08 (24" S) IE = 32.08 (12" NW) RIM = 35.63 IE = 31.78 (8" N) IE = 31.78 (8" W) RIM = 37.83 IE = 33.10 (8" E) IE = 33.77 (6" W) RIM = 37.76 IE = 35.38 (8" SE) RIM = 38.09 IE = 30.75 (8" SW) IE = 30.75 (36" NE) RIM = 37.76 IE = 32.08 (24" N) RIM = 37.84 IE = 32.08 (24" N) IE = 32.81 (8" SE) RIM = 37.76 IE = 32.08 (24" N) 36.56 IE = 33.56 (8" E) 37.07 32.98 32.97 33.06 NW 34.96 SE 37.06 33.40 33.38 33.65 35.69 NE 36.54 30.74 30.64 35.82 31.04 31.11 32.18 31.17 31.42 31.42 32.21 32.21 36.45 37.86 31.51 31.51 31.61 8" NW 36.41 32.90 32.90 36.58 33.87 IE = 34.18 (8" E) 36.57 35.35 31.83 31.80 36.33 33.13 33.13 36.56 31.96 37.85 33.16 SE 33.57 37.77 35.44 38.14 30.89 30.75 37.41 32.03 37.81 32.09 37.78 0.47% 0.54% 2.07% 0.54% 0.47% 0.41% 0.60% 0.55% 0.48% 0.57% 0.52% 0.53% 3.45% 4.71% 0.38% 0.46% SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019. NORTH GRADING AND DRAINAGE PLAN C3.1 N MATCH LINE - SEE SHEET C3.2 KEYNOTES CURB DRAINAGE OPENINGS AT PARKING ISLAND, SEE DETAIL 10 ON SHEET C7.8. 60 LF 42" Ø DETENTION PIPE. 228 LF 36" Ø DETENTION PIPE. ACCESS RISERS. RIM A= 37.52 RIM B= 37.16 RIM C= 37.25 RIM D= 37.34 CONNECT ROOF DRAIN TO STORM DRAINAGE PIPE WITH A "WYE" CONNECTIONS. IE: 31.76 STORM DRAIN CLEANOUT TYPICAL. CONTROL MANHOLE. CONTECH FILTERRA LONG SIDE CURB INLET (6'x12') ALTERNATE ORIENTATION, SEE SHEET C7.4. TOP SLAB=36.31 GUTTER=35.56 IE=32.27 CONTECH FILTERRA LONG SIDE CURB INLET (6'x10') ALTERNATE ORIENTATION, SEE SHEET C7.4. TOP SLAB=35.93 GUTTER=35.18 IE=31.89 SEE LANDSCAPE ARCHITECTS PLANS FOR WALL WITH TOP OF WALL ELEVATIONS. 4" SOLID PVC FOOTING DRAIN @ 1.0% MIN. CURB HEIGHT TAPERS FROM 6-INCHES TO 9-INCHES AT THE FILTERRA INLET PER SHEET C7.4 PROVIDE A SUMP PUMP IN THE BOTTOM OF THE DDCV DISCHARGING TO THE STORM DRAINAGE SYSTEM. PROVIDE A DOWNSTREAM CHECK VALVE. SEE LANDSCAPE PLANS FOR SUBDRAINAGE CONNECTION. 6" BACKWATER CHECKVALVE WITH CAST IRON LID, FULLY ACCESSIBLE AND EASILY REMOVED FOR MAINTENANCE AND CLEANING. PROVIDE URBAN ACCESSORIES STANDARD ADA COVER. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 2 C7.1 5 C7.1 2 C7.1 5 C7.1 1 C7.1 1 C7.2 2 C7.2 GRAPHIC SCALE 0 20 1" = 20 FEET 10 SEE SHEET C3.3 TED-40-3930R-393009 8/23/2019 NORTH 3RD STREETPARK AVENUE NORTHGARDEN AVENUE NORTH(PUBLIC RIGHT-OF-WAY)(PUBLIC RIGHT-OF-WAY)(PUBLIC RIGHT-OF-WAY)DS DS DS DS DS DSDS DS DS DS DS 37373737SDCB 30 SDCB 29 SDCB 11 SDCB 33 SDCB 26 SDCB 15SDCB 14 SDCB 32 39 FF: 38.50 FG: 38.83 FG: 38.83 FG: 38.83 FG: 38.83 FG: 38.83 FG: 38.83 FG: 38.83 FG: 38.83 FG: 38.83 FG: 38.83 FG: 38.83 FG: 38.83 FG: 37.57 FG: 38.22 FG: 37.90 FG: 36.85 FG: 36.85 FG: 37.03 FG: 38.48 FG: 38.52 FG: 38.98 FG: 38.38 FG: 38.35 FG: 38.46 FG: 38.62 FG: 38.54 FG: 38.71 FG: 38.90 FG: 38.88 FG: 38.37 FG: 39.08 FG: 38.43 FG: 37.50 FG: 37.91 FG: 37.53 FG: 38.42 FG: 38.36 FG: 37.69 FG: 37.90 FG: 38.06 FG: 38.44 FG: 38.44FG: 37.69 FG: 38.30FG: 38.37 FG: 38.52 FG: 38.09 FG: 38.48 FG: 38.50 11 7 1 2 E4 FF: 38.85 FG: 37.90 FG: 37.49 FG: 38.32 2.04 %383.43%3.19%1.61%38 GB 3.54%2.26%1.84 %2.02% 5 5 P 17 P 28 P 29 P 25 P 16 P 46 SDCB 46 FG: 37.86 FG: 38.60 FG: 38.81 FG: 38.33 FG: 38.71 FG: 38.69 FG: 38.33 FG: 38.34FG: 38.79 FG: 38.52 FG: 38.83 FG: 37.50 FG: 37.66 FG: 37.50 FG: 37.90 FG: 38.38 FG: 38.45 FG: 38.28 FG: 38.28 FG: 37.51 P 43 DETENTION SYSTEM 2 8 FG: 38.83 P 55 P 34 P 37 SDCB 53 10 10 FG: 38.28FG: 37.15 FG: 38.24FG: 37.21 FG: 36.95 FG: 38.33 FG: 38.15 FG: 38.71 FG: 38.70 FG: 38.81 FG: 38.81 FG: 38.65 FG: 38.45 FG: 38.14 FG: 38.22 FG: 38.30 FG: 38.81FG: 38.64FG: 38.45 FG: 39.78 FG: 38.52 FG: 37.84 FG: 37.80 FG: 36.90 FG: 37.54 FG: 37.64 FG: 37.56 FG: 36.85 FG: 37.29 FG: 36.85 P 3 5 383837 37IE: 33.15 IE: 32.44 3939 39 39 39SDCB 25 12" IE: 34.73 IE: 29.35 (N) FG: 37.48FG: 37.48 FG: 37.52 FG: 37.48 FG: 37.48 FG: 37.49 9 6 11 11 FG: 37.20 FG: 36.95 FG: 37.20 12 12 2 F 13 13131313 MIN. COVER 2' MIN. COVER 2' FG: 38.45 IE = 37.78 STORM PIPE TABLE NAME P 16 P 17 P 25 P 28 P 29 P 34 P 35 P 37 P 43 P 46 P 55 DETAILS 103 LF 8" PVC @ 0.50% 155 LF 8" PVC @ 0.50% 52 LF 12" CPEP @ 3.15% 24 LF 8" PVC @ 9.06% 56 LF 12" CPEP @ 3.99% 28 LF 8" PVC @ 0.70% 27 LF 8" PVC @ 0.86% 11 LF 8" PVC @ 0.57% 21 LF 8" PVC @ 2.43% 33 LF 8" PVC @ 5.24% 40 LF 6" PVC @ 3.32% STORM STRUCTURE TABLE STRUCTURE NAME SDCB 11 CB TYPE 1 N 180820.43 E 1302163.34 SDCB 14 CB TYPE 1 N 180752.39 E 1302222.58 SDCB 15 CB TYPE 1 N 180750.20 E 1302377.18 SDCB 25 CB TYPE 1 N 180719.70 E 1302001.10 SDCB 26 48" TYPE 2 CB N 180754.36 E 1302040.12 SDCB 29 CB TYPE 1 SOLID LID N 180616.94 E 1302231.84 SDCB 30 60" TYPE 2 CB SOLID LID N 180595.49 E 1302106.08 SDCB 32 CB TYPE 1L N 180583.88 E 1302043.74 STRUCTURE DETAILS RIM = 37.00 IE = 33.61 (8" N) IE = 33.61 (8" W) IE = 34.90 (6" E) RIM = 36.35 IE = 33.35 (8" N) IE = 33.35 (8" E) RIM = 36.35 IE = 34.12 (8" W) RIM = 36.61 IE = 34.73 (12" NE) RIM = 38.28 IE = 33.08 (12" SW) IE = 33.08 (8" N) IE = 33.41 (4" E) IE = 33.08 (8" S) RIM = 38.17 IE = 33.75 (8" S) IE = 33.75 (8" NE) IE = 33.75 (8" SE) RIM = 38.05 IE = 31.60 (12" S) IE = 31.60 (36" E) IE = 35.10 (6" N) RIM = 37.65 IE = 36.61 (6" E) IE = 36.61 (6" N) STORM STRUCTURE TABLE STRUCTURE NAME SDCB 33 CB TYPE 1 N 180582.35 E 1302135.60 SDCB 46 CB TYPE 1 N 180832.26 E 1302133.02 SDCB 53 54" TYPE 2 CB SOLID LID N 180593.21 E 1302232.10 STRUCTURE DETAILS RIM = 37.87 IE = 36.07 (6" W) IE = 32.50 (8" N) RIM = 37.72 IE = 35.32 (8" E) RIM = 38.01 IE = 31.60 (8" N) IE = 31.60 (36" W) 37.20 33.65 34.20 34.93 36.38 34.27 IE = 34.46 (8" S) 38.29 33.09 33.09 33.39 6" 33.09 36.42 34.54 38.06 31.51 35.06 37.47 36.03 36.20 38.14 33.84 33.89 33.89 37.99 31.59 31.59 37.84 35.95 33.19 37.73 35.35 CB COVERED 2.79% 9.375% 0.80% 3.48% SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019. SOUTH GRADING AND DRAINAGE PLAN C3.2 N GRAPHIC SCALE 0 20 40 1" = 20 FEET 10 MATCH LINE - SEE SHEET C3.1 KEYNOTES 120 LF 48" Ø DETENTION PIPE. ACCESS RISER. RIM E = 37.90 RIM F = 37.62 STORM DRAIN CLEANOUT. CONTROL MANHOLE. TRENCH DRAIN WITH SLOPED BOTTOM BEGIN TRENCH DRAIN 4' SOUTH OF BUILDING CORNER. CONTECH FILTERRA SHORT SIDE CURB INLET (6'x6') ALTERNATE ORIENTATION, SEE SHEET C7.4. TOP SLAB=38.00 GUTER=37.25 IE=33.95 CONTECH FILTERRA SHORT SIDE CURB INLET (6'x6') ALTERNATE ORIENTATION, SEE SHEET C7.4. TOP SLAB=38.02 GUTTER=37.27 IE=33.98 CONTECH FILTERRA SHORT SIDE CURB INLET (4'x4') ALTERNATE ORIENTATION, SEE SHEET C7.4. TOP SLAB=37.70 GUTTER=36.95 IE=33.66 SEE LANDSCAPE PLANS FOR SUBDRAINAGE CONNECTION SEE LANDSCAPE ARCHITECTS PLANS FOR WALL WITH TOP OF WALL ELEVATIONS. CURB HEIGHT TAPERS FROM 6-INCHES TO 9-INCHES AT THE FILTERRA INLET PER SHEET C7.4 PROVIDE URBAN ACCESSORIES STANDARD ADA COVER. PROTECT EXISTING TREE TO REMAIN. SEE SHEET C3.0 FOR GENERAL NOTE 25. PROVIDE ROOF DRAIN WITH 0.5% SLOPE. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 2 C7.1 5 C7.1 1 C7.1 1 C7.2 2 C7.2 SEE SHEET C3.3 SEE SHEET C3.3 5 C7.3TED-40-3930R-393010 14 END 14 BEGIN 8/23/2019 DS FG: 38.83 FG: 38.83 38 FG: 38.52 FF: 38.85 FG: 38.83 FG: 38.51 FG: 38.40 FG: 38.12 FG: 38.62 FG: 38.79 FG: 38.29 FG: 38.17 FG: 38.00 FG: 37.80 FG: 37.47 FG: 37.93 FG: 37.84 FG: 37.80 FG: 37.87 FG: 38.05 FG: 38.85 FG: 38.77 FG: 37.87 FG: 38.05 FG: 38.24 FG: 38.29FG: 38.03 FG: 37.73 FG: 37.55FG: 37.58 FG: 37.66 FG: 37.64 FG: 38.00 FG: 37.56 FG: 37.48 FG: 38.10 FG: 38.36 FG: 38.45 FG: 36.46 FG: 36.37 FG: 35.78 FG: 35.87 1 .49% NORTH 4TH STREET (PUBLIC RIGHT-OF-WAY) 36 37 FG: 36.23 FG: 36.10 FG: 36.63 FG: 36.73 FG: 36.16 FG: 36.31FG: 36.38 FG: 36.23FG: 36.28 FG: 36.44 FG: 36.93 FG: 36.83 FG: 35.80 FG: 36.83 FG: 36.33 FG: 36.35 TC: 36.72 TC: 36.55 TC: 36.73TC: 36.94 FG: 36.19 FG: 35.67 FG: 35.60 FG: 36.00 NORTH 3RD STREET FG: 38.44 FG: 38.37 FG: 38.52 FG: 38.45 FG: 38.28 FG: 38.28 NORTH 3RD STREET (PUBLIC RIGHT-OF-WAY) FG: 38.19 FG: 38.63 FG: 38.77 FG: 38.14FG: 38.33 FG: 38.49 FG: 37.75 FG: 37.76 FG: 37.71 FG: 38.32 TC: 38.60 TC: 38.20 FG: 38.50 TC: 38.78 FG: 38.14 FG: 38.32 FG: 38.16 FG: 38.24 FG: 38.31 FG: 38.14 TC: 38.41 TC: 38.60 TC: 38.49 TC: 38.30 TC: 38.32 TC: 38.30 TC: 37.93 TC: 37.92 TC: 38.66 DEPRESSED CURB 6 C7.9 DEPRESSED CURB6 C7.9 TC: 38.29FG: 37.80 SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019. ENLARGED GRADING DETAILS C3.3 N GRAPHIC SCALE 0 10 20 1" = 10 FEET 5 1.SEE SHEETS C3.1 AND C3.2 FOR STORM DRAINAGE INFORMATION. NOTES: LEGEND: CONCRETE SCORING SEE LANDSCAPE ARCHITECTS PLANS A C3.3 1 NOT TO SCALE SECTION A DEPRESSED CURBDEPRESSED CURB6 C7.9 6 C7.9 20.0'12.0'20.0' DETECTABLE WARNING SURFACE PER WSDOT STD.PLAN F-40.15-02(TYP)TED-40-3930R-393011 8/23/2019 25 30 35 40 25 30 35 40 36.6836.3636.0835.5136.2636.6936.6836.2335.77N 181133.88 E 1302294.53 IE: 31.78 8" (N) IE: 31.78 8" (W) RIM: 35.63 SDCB 40 CB TYPE 1 SOLID LID 66 LF 8" @ 0.50% N 181134.28 E 1302228.56 IE: 31.45 12" (W) IE: 31.45 12" (S) IE: 31.45 8" (E) RIM: 36.83 SDCB 3 48" TYPE 2 CB SOLID LID 75 LF 12" @ 0.50% N 181134.73 E 1302153.50 IE: 31.07 12" (W) IE: 31.07 12" (E) IE: 31.07 8" (N) IE: 31.57 6" (SE) RIM: 35.80 SDCB 2 CB TYPE 1 SOLID LID 64 LF 12" @ 0.50% N 181168.55 E 1302043.04 IE: 30.43 12" (SE) IE: 30.43 12" (NW) RIM: 35.43 SDCB 24 CB TYPE 1 N 181179.28 E 1302025.70 IE: 30.33 12" (SE) IE: 30.33 12" (S) RIM: 35.73 SDCB 37 48" TYPE 2 CB SOLID LID EXIST. GRADE ELEV. PROPOSED GRADE ELEV. 23 LF 12" @ 0.66% 20 LF 12" @ 0.50% EXISTING GRADE @ PIPE CENTERLINE FINISHED GRADE @ PIPE CENTERLINE EXIST. 8" SEWER HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' 1 URBAN ACCESSORIES STANDARD ADA COVER PROVIDE ETHOFOAM PAD AT CROSSING KEYNOTE N 181135.12 E 1302089.12 IE: 30.75 12" (E) IE: 30.75 12" (NW) IE: 30.75 36" (SW) RIM: 36.68 SDCB 1 60" TYPE 2 CB SOLID LID 34 LF 12" @ 0.50% N 181148.21 E 1302070.62 IE: 30.60 12" (SE) IE: 30.60 12" (NW) IE: 30.60 12" (E) RIM: 36.54 SDCB 77 48" TYPE 2 CB SOLID LID 2 B 25 30 35 40 25 30 35 40 36.8337.2938.0638.0938.4238.1236.5637.0536.7336.4636.8936.4436.9037.6037.0436.5036.6136.9737.3337.3036.9136.53EXIST. GRADE ELEV. PROPOSED GRADE ELEV. EXISTING GRADE @ PIPE CENTERLINE FINISHED GRADE @ PIPE CENTERLINE 139 LF 12" @ 0.50% N 180750.20 E 1302377.18 IE: 34.12 8" (W) RIM: 36.35 SDCB 15 CB TYPE 1 155 LF 8" @ 0.50% N 180752.39 E 1302222.58 IE: 33.35 8" (N) IE: 33.35 8" (E) RIM: 36.35 SDCB 14 CB TYPE 1 103 LF 8" @ 0.50% N 180855.23 E 1302224.19 IE: 32.84 8" (N) IE: 32.84 8" (S) RIM: 36.35 SDCB 13 CB TYPE 40 61 LF 8" @ 0.50% N 180916.04 E 1302225.14 IE: 32.54 12" (N) IE: 32.54 8" (S) RIM: 36.49 SDCB 12 CB TYPE 40 79 LF 12" @ 0.50% N 180994.82 E 1302226.32 IE: 32.15 12" (N) IE: 32.15 8" (SW) IE: 32.15 12" (S) RIM: 36.35 SDCB 4 CB TYPE 1 N 181134.28 E 1302228.56 IE: 31.45 12" (W) IE: 31.45 12" (S) IE: 31.45 8" (E) RIM: 36.83 SDCB 3 48" TYPE 2 CB SOLID LID 1 1 1 1 1 25 30 35 40 25 30 35 40 36.6837.2337.7638.2337.9637.1037.9737.8037.8437.8537.8637.8637.8938.0538.2938.3137.74EXIST. GRADE ELEV. PROPOSED GRADE ELEV. FINISHED GRADE @ PIPE CENTERLINE EXISTING GRADE @ PIPE CENTERLINE N 181135.12 E 1302089.12 IE: 30.75 12" (E) IE: 30.75 12" (NW) IE: 30.75 36" (SW) RIM: 36.68 SDCB 1 60" TYPE 2 CB SOLID LID N 180719.70 E 1302001.10 IE: 34.73 12" (NE) RIM: 36.61 SDCB 25 CB TYPE 1 52 LF 12" @ 3.1 5 % N 180754.36 E 1302040.12 IE: 33.08 12" (SW) IE: 33.08 8" (N) IE: 33.41 4" (E) IE: 33.08 8" (S) RIM: 38.28 SDCB 26 48" TYPE 2 CB N 181050.01 E 1302043.81 IE: 31.60 8" (NE) IE: 31.60 8" (S) IE: 31.77 6" (W) RIM: 38.13 SDCB 8 48" TYPE 2 CB 30 LF 8" @ 2.87% N 181076.12 E 1302057.68 IE: 30.75 8" (SW) IE: 30.75 36" (NE) RIM: 38.09 SDCB 47 54" TYPE 2 CB SOLID LID 60 LF 42" @ 0.00% PROPOSED ELECTRICAL DUCT BANK 296 LF 8" @ 0.50% PROP. 8" WATER 6" SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019. STORM DRAINAGE PROFILES I C3.4TED-40-3930R-393012 8/23/2019 25 30 35 40 25 30 35 40 36.6036.6037.0537.4537.7837.8236.8636.4637.2336.5236.9837.0836.52EXIST. GRADE ELEV. PROPOSED GRADE ELEV. FINISHED GRADE @ PIPE CENTERLINE EXISTING GRADE @ PIPE CENTERLINE N 180849.94 E 1302378.52 IE: 33.81 8" (N) RIM: 36.50 SDCB 16 CB TYPE 40 75 LF 8" @ 0.50% N 180925.09 E 1302379.40 IE: 33.43 8" (S) IE: 33.43 8" (N) RIM: 36.50 SDCB 17 CB TYPE 40 65 LF 8" @ 0.50% N 180990.33 E 1302380.20 IE: 33.10 8" (S) IE: 33.10 8" (NW) RIM: 36.30 SDCB 18 CB TYPE 40 56 LF 8" @ 0.51% N 181041.44 E 1302356.36 IE: 32.08 24" (N) IE: 32.81 8" (SE) RIM: 37.84 SDCB 50 48" TYPE 2 CB SOLID LID 80 LF 36" @ 0.00% N 181127.64 E 1302356.36 IE: 32.08 24" (S) IE: 32.08 12" (NW) RIM: 36.49 SDCB 20 60" TYPE 2 CB SOLID LID N 181151.48 E 1302415.39 IE: 32.34 12" (SW) RIM: 35.38 SDCB 22 CB TYPE 1 HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=5' 11 1 1 URBAN ACCESSORIES STANDARD ADA COVER KEYNOTE 25 30 35 40 25 30 35 40 37.5238.1138.0438.3437.6137.6638.0638.0537.98EXIST. GRADE ELEV. PROPOSED GRADE ELEV. EXISTING GRADE @ PIPE CENTERLINE FINISHED GRADE @ PIPE CENTERLINE 56 LF 12" @ 3 . 9 9 % N 180595.49 E 1302106.08 IE: 31.60 12" (S) IE: 31.60 36" (E) IE: 35.10 6" (N) RIM: 38.05 SDCB 30 60" TYPE 2 CB SOLID LID 120 LF 48" @ 0.00% N 180593.21 E 1302232.10 IE: 31.60 8" (N) IE: 31.60 36" (W) RIM: 38.01 SDCB 53 54" TYPE 2 CB SOLID LID 24 LF 8" @ 9.06% N 180616.94 E 1302231.84 IE: 33.75 8" (S) IE: 33.75 8" (NE) IE: 33.75 8" (SE) RIM: 38.17 SDCB 29 CB TYPE 1 SOLID LID 28 LF 8" @ 0.70% N 180539.03 E 1302106.01 IE: 29.35 12" (N) IE: 29.35 12" (W) IE: 29.35 12" (E) RIM: 37.70 STMH 2001 EXISTING TYPE 2 CB 25 30 35 40 25 30 35 40 36.3537.4438.5137.0637.1837.3937.1037.2937.28EXIST. GRADE ELEV. PROPOSED GRADE ELEV. FINISHED GRADE @ PIPE CENTERLINE EXISTING GRADE @ PIPE CENTERLINE N 180820.43 E 1302163.34 IE: 33.61 8" (N) IE: 33.61 8" (W) IE: 34.90 6" (E) RIM: 37.00 SDCB 11 CB TYPE 1 58 LF 8" @ 0.50% N 180878.26 E 1302156.43 IE: 33.32 8" (N) IE: 33.32 8" (S) IE: 33.32 8" (NW) IE: 35.50 6" (E) RIM: 37.00 SDCB 10 CB TYPE 1 79 LF 8" @ 0.50% N 180957.44 E 1302157.61 IE: 32.92 8" (NE) IE: 32.92 8" (S) IE: 32.92 8" (W) IE: 34.90 6" (E) RIM: 37.00 SDCB 9 CB TYPE 1 78 LF 8" @ 0.98% N 180994.82 E 1302226.32 IE: 32.15 12" (N) IE: 32.15 8" (SW) IE: 32.15 12" (S) RIM: 36.35 SDCB 4 CB TYPE 1 SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019. STORM DRAINAGE PROFILES II C3.5TED-40-3930R-393013 8/23/2019 TTT T T T TTFIRE LANE - NO PARK ING FI RE LANE NO PARKINGFIRE LANE NO PARKINGFIRE LANE NO PARKI NGFIRE LANE NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKING FIRE LANE - NO PARKING FIRE LANE - NO PARKING FIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARK INGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARK ING FIRE LANE - NO PARKINGFIRE LANE - NO PARK ING FIRE LANE - NO PARKINGLANE - NO PARKINGFIREDS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS 3737373838383837383 7 3 836 3837 373823 LF 6" D.I.P. 10.0' VENT PIPE, SEE MECHANICAL PLANS FOR CONTINUATION 38.33 CENTER OF CHANNEL: 29.38 LADDER E SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019. OVERALL UTILITY PLAN C4.0 SEE SHEET C4.2 FOR SANITARY SEWER PLAN AND SHEET C4.3 FOR SANITARY SEWER PROFILE SEE SHEET C4.1 FOR WATER PLAN N GRAPHIC SCALE 0 40 80 1" = 40 FEET 20 NORTH 4TH STREET PARK AVENUE NORTHGARDEN AVENUE NORTHNORTH 3RD STREET PROPOSED LEGEND: BOLLARD SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT STORM CATCH BASIN STORM MANHOLE ROOF DOWNSPOUT GAS METER GAS VALVE UTILITY POLE UTILITY POLE ANCHOR PAD MOUNTED TRANSFORMER POWER VAULT THRUST BLOCKING 90° BEND MJ 45° BEND MJ 22.5° BEND MJ 11.25° BEND MJ TEE FL TEE MJ TEE MJ x FL GATE VALVE MJ x FL GATE VALVE MJ CHECK VALVE FIRE DEPARTMENT CONNECTION FIRE HYDRANT IRRIGATION CONTROL VALVE WATER METER POST INDICATOR VALVE GAS LINE ELECTRICAL LINE WATER LINE IRRIGATION PER RECORD DRAWING FIRE SERVICE LINE FENCE CONCRETE ASPHALT PROPERTY/RIGHT-OF-WAY LINE DS P SEE SHEET C4.1 FOR WATER PLAN NOTES 1.ALL CONNECTIONS TO EXISTING CITY WATERMAINS SHALL BE DONE BY CITY. CONTRACTOR SHALL REFER TO CITY STANDARD DETAILS 300.1 TO 300.5 FOR "BEFORE & AFTER" CONNECTION DETAILS. 2."POLYPIGGING" STATIONS SHALL BE VERTICAL CROSSES PER CITY STANDARD DETAIL 300.6. FIRE SPRINKLER NOTE WHERE THE UNDERGROUND WATER SUPPLY TEES OFF TO SERVE ONLY A FIRE SPRINKLER SYSTEM, A SEPARATE DETAILED PLAN MUST BE SUBMITTED BY THE COTRACTOR AND APPROVED BY THE FIRE MARSHAL PRIOR TO INSTALLATION. FIRE PROTECTION NOTES THE FIRE PROTECTION SYSTEM INCLUDING MATERIALS, SIZING, AND CONFIGURATION IS SUBJECT TO A CONTRACTOR PROVIDED DESIGN BY A FIRE PROTECTION ENGINEER, AND AS SUCH, THE FINAL DESIGN OF THE FIRE PROTECTION SYSTEM MAY DEVIATE FROM THE SYSTEM SHOWN. THE FIRE PROTECTION SYSTEM AS SHOWN FROM THE MAIN LINE TO THE CONNECTION AT THE BUILDING SPRINKLER IS INTENDED FOR LOCATION OF THE FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTION ONLY. CONTRACTOR'S BID SHALL REFLECT THE CONDITIONS OF THE FIRE PROTECTION ENGINEER'S DESIGN. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL FIRE PROTECTION ASSOCIATION REQUIREMENTS AS SET FORTH BY "NFPA 13", ITS AMENDMENTS, AND LOCAL REQUIREMENTS, INCLUDING BUT NOT LIMITED TO ACQUISITION OF ALL PERMITS. GENERAL NOTES: 1.SEE SHEETS C7.3, C7.5, C7.6, AND C7.7 FOR STANDARD WATER NOTES AND DETAILS. 2.FILL AND COMPACT THE ROADWAY PRISM TO FINISH GRADE PRIOR TO EXCAVATION FOR INSTALLATION OF NEW WATERMAIN. 3.ALL BENDS SHALL HAVE CONCRETE BLOCKING PER , , AND . 4.TRENCHING, BEDDING, BACKFILL, AND PAVEMENT PATCHING FOR THE GAS LINE SHALL BE INCLUDED IN THE SITE CONTRACTOR'S BASE BID. THE GAS LINE SHALL BE INSTALLED BY PSE. 5.TRENCHING SHALL BE CONSTRUCTED PER DETAIL 6.ALL WATER MAINS SHALL HAVE MINIMUM 3 FEET COVER. 7.PROVIDE TWO-WAY CLEANOUTS AT CONNECTIONS TO BUILDING PIPING PER DETAIL 1 C7.6 2 C7.6 4 C7.10 COORDINATE PROPOSED GAS SERVICE WITH PUGET SOUND ENERGY (PSE). WORK SHALL BE COMPLETED BY PSE AT THE EXPENSE OF THE CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS INCURRED TO CONSTRUCT THE GAS SERVICE. TRENCHING, BEDDING AND BACKFILL FOR THE GAS LINE SHALL BE PROVIDED BY THE CONTRACTOR. A SEPARATE FRANCHISE PERMIT IS REQUIRED FOR GAS INSTALLATION IN THE PUBLIC RIGHT-OF-WAY. FOR CONTINUATION OF GAS DESIGN SEE MECHANICAL PLANS, SHEET P100A AND P101A ELECTRICAL VAULT, SEE ELECTRICAL PLANS, SHEET E101 AND E102 3 C7.6 3 C7.2TED-40-3930R-393014 S-393001 W-393001WTR-27-3930WWP-27-39308/23/2019 ARKI NGFIRE LAN25+00 94 LF 8" DIP CL 52 4 5 2 DS 6 STA:24+27.54, 28.00' RT (1) FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STANDAD PLAN 310.1 SEE DETAIL 2 ON SHEET C7.5 80 LF 3" P.E. PIPE 9 LF 6" D.I.P. FFE = 38.85 1+190+00 1+00 1 3 8 3 STA:25+38.82, 14.91' RT (1) 16"x8" TAPPING TEE AND VALVE PER COR STD. PLAN 300.1, SEE DETAIL 1 ON SHEET C7.5. STA:25+32.45, 14.97' RT (1) 16"x4" TAPPING TEE AND VALVE PER COR STD. PLAN 300.1, SEE DETAIL 1 ON SHEET C7.5. STA: 25+38.83 (CL PARK AVE) = STA: 0+00.00 (WATER MAIN) STA:24+34.59, 14.97' RT (1) 16"x6" TAPPING TEE AND VALVE PER COR STD. PLAN 300.1, SEE DETAIL 1 ON SHEET C7.5. STA:24+27.58, 14.86' RT (1) 16"x6" TAPPING TEE AND VALVE PER COR STD. PLAN 300.1, SEE DETAIL 1 ON SHEET C7.5. 3837 30 LF 6" D.I.P. 12 LF 6" D.I.P.3 (1) 6" TEE (FL) (1) 6" SHORT RADIUS 90° BEND (FL) 4 LF 4" D.I.P. (1) 4" TEE (FL) (1) 4" GATE VALVE (FLxMJ) (1) CONCRETE THUST BLOCK (1) 4" 90° BEND (MJ) (1) CONCRETE THRUST BLOCK 11 LF 4" D.I.P. (1) 4" 90° BEND (MJ) (1) CONCRETE THRUST BLOCK 373835 LF 4" D.I.P. PIPE 30 LF 2" COPPER (1) 4" 90° BEND (MJ) (1) CONCRETE THRUST BLOCK 6 LF 4" D.I.P. 4 LF 4" D.I.P. (1) 4" TEE (MJxFL) (1) 4" ADAPTER (FLxMJ) (1) CONCRETE THRUST BLOCK 65.6' 15.0' WATER EASEMENT 10.4' NEW RIGHT OF WAY 57.2' STA:24+44.82, 15.12' RT CUT IN TEE (BY CITY FORCES) NEW 16" BUTTERLY VALVE (MJxFL) (2) 16" SLEEVES (MJxMJ) 14.8' 5.0' 2.5' WATER EASEMENT 5.0' WATER EASEMENT 5.0' WATER EASEMENT 12+00 10.0' 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 0+2535.410+5035.700+7535.601+0035.7112" MINIMUM 12" MINIMUM PROPOSED STORM DRAIN LINE. PROVIDE ADDITIONAL FITTINGS AS NECESSARY TO MAINTAIN CLEARANCE FROM UTILITIES. APPROXIMATE DEPTH OF EXISTING POWER LINE. 36" MINIMUM EXISTING GROUND PROFILE @ PIPE CENTERLINE PROPOSED GROUND PROFILE @ PIPE CENTERLINEVERTICAL SCALE: 1"=2' 8" D.I.P. CL52 WATER 4'x4' ELECTRICAL CONDUIT DUCT BANK (1) 22.5° BEND (MJ) (1) CONC. THRUST BLOCK SUBGRADE FILL MATERIALS SHALL BE PLACED AND COMPACTED PRIOR TO WATER MAIN INSTALLATION (1) 22.5° BEND (MJ) (1) CONC. THRUST BLOCK 26+00 STA:26+12.11, 14.38' RT (1) 16"x6" TAPPING TEE AND VALVE PER COR STD. PLAN 300.1, SEE DETAIL 1 ON SHEET C7.5. STA:26+11.47, 36.13' RT (1) FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STANDAD PLAN 310.1 SEE DETAIL 2 ON SHEET C7.5 (1) BLIND FLANGE (2) CONCRETE THRUST BLOCKS 23 LF 6" D.I.P. SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019. WATER PLAN C4.1 N GRAPHIC SCALE 0 10 20 1" = 10 FEET 5 KEYNOTES STA: 24+59.15, 15.33'RT CONNECT 2" IRRIGATION WATER SERVICE PER COR STD. PLAN 320.2 . SEE DETAIL 1 ON SHEET C7.7. SERVICE AND METER BY CITY. DOUBLE CHECK DETECTION ASSEMBLY WITH STANDPIPE INSTALLATION PER CITY OF RENTON STANDARD PLAN 360.2. SEE DETAIL 4 ON SHEET C7.6. TIGHT LINE 6" DRAIN INTO STORM DRAIN LINE TO EAST. POST INDICATOR VALVE . 3" COMPOUND DOMESTIC WATER METER ASSEMBLY PER CITY OF RENTON STANDARD PLAN 320.4. SEE DETAIL 2 ON SHEET C7.7. CONNECT 6" STORM LINE TO SDCB 8. 3" REDUCED PRESSURE BACKFLOW ASSEMBLY IN HOT BOX PER CITY OF RENTON STANDARD PLAN 350.2. SEE DETAIL 4, ON SHEET C7.3. TIGHT LINE DRAIN WITH 6" STORM LINE SDCB 8. 2" DOUBLE CHECK VALVE ASSEMBLY FOR IRRIGATION PER CITY OF RENTON STANDARD PLAN 340.8. SEE DETAIL 3 ON SHEET C7.7. SEE LANDSCAFOR SERVICE CONTINUATION. 1 2 3 4 5 6 N GRAPHIC SCALE 0 10 20 1" = 10 FEET 5PARK AVENUE NORTHNORTH 3RD STREET REMOVE EXISTING HYDRANT. INSTALL 6" PLUG (MJ) ON EXISTING 6" VALVE 1.ALL CONCRETE BLOCKING FOR HORIZONTAL BENDS, TEES, AND VERTICAL BENDS SHALL BE PER COR STD PLANS 330.2 AND 330.3. SEE DETAIL 1 ON SHEET C7.6 AND DETAIL 2 ON SHEET C7.6. 2.ALL MECHANICAL JOINT FITTINGS SHALL HAVE RESTRAINED-JOINT RETAINER GLANDS EQUAL MEGALUG SERIES 1100 OR APPROVED EQUAL AND CONCRETE BLOCKING. GENERAL NOTES REMOVE EXISTING HYDRANT. INSTALL 6" PLUG (MJ) ON EXISTING 6" VALVE STA:25+38.78, 108.92' RT (1) FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STANDAD PLAN 310.1 SEE DETAIL 2 ON SHEET C7.5 (1) 8"x6" TEE (MJxFL) (1) 6" GATE VALVE (FLxMJ) (1) 8" PLUG (MJ) (2) CONCRETE THRUST BLOCKSWTR-27-3930W-393902 STA:12+27.88, 22.08' LT (1) FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STANDAD PLAN 310.1 SEE DETAIL 2 ON SHEET C7.5 (1) 8"x6" TAPPING TEE AND VALVE PER COR STD. PLAN 300.1, SEE DETAIL 1 ON SHEET C7.5. 8/23/2019 FIRE LANE - NO PARK INGNGFIREFIRE LANE - NO PARKING FIRE LANE - NO PARKING FIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARK INGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARK ING FIRE LANE - NO PARKINGFIRE LANE - NO PARK ING 22+00 23+00 24+00 25+00 DS DS DS DS DS DS DS DS DS DS DS DS DS DS DS SSCO 7 RIM: 38.60 STA: 22+18.51, 187.71 RT IE: 34.90 6" (NE) SSCO 8 RIM: 38.77 STA: 22+51.26, 143.69 RT IE: 33.25 6" (NE) SSMH 6 RIM: 38.08 STA: 2+70.50, 0.00 T IE: 29.47 8" (S) IE: 29.37 8" (NW) SSMH 4 RIM: 37.64 STA: 0+87.25, 0.00 T IE: 30.39 8" (N) IE: 30.56 6" (SE)PRIVATE 183 LF 8" PVC @ 0.50%SSCO 1 RIM: 38.53 STA: 21+89.26, 206.78 RT IE: 36.00 6" (N) 41 L F 6" @ 4. 7 9 %20 LF 6" PVC@ 12.28%PRIVATE 48 LF 8" PVC @ 0.50% 12 LF 6" PVC @ 2.10% 42 LF 6" PVC @ 3.91% 8 LF 6" PVC @ 5.00% 1+190+00 1+00 FFE = 38.85 373737383838383738373 8 SSCO 4 RIM: 38.37 STA: 22+23.13, 201.90 RT IE: 32.72 6" (S) IE: 32.72 6" (N) SSCO 6 RIM: 38.07 STA: 22+37.02, 196.22 RT IE: 32.40 6" (NW) IE: 32.40 6" (S) IE: 32.40 6" (SW) SSCO 9 RIM: 38.70 STA: 24+82.45, 102.33 RT IE: 31.79 6" (N) SSCO 3 RIM: 38.41 STA: 22+25.14, 206.79 RT IE: 34.05 6" (N) IE: 34.05 6" (S) SSCO 5 RIM: 38.17 STA: 22+37.17, 201.86 RT IE: 33.34 6" (NW) IE: 33.34 6" (S) SSCO 10 RIM: 38.80 STA: 24+90.78, 102.45 RT IE: 31.37 6" (S) IE: 31.37 6" (E) SSCO 11 RIM: 38.27 STA: 24+90.92, 144.65 RT IE: 29.72 6" (NE) IE: 29.72 6" (W) SSCO 2 RIM: 38.64 STA: 21+89.22, 201.88 RT IE: 33.43 6" (N) 10 LF 6" PVC @ 11.30% 13 LF 6" PVC @ 5.44%36 LF 6" PVC @ 5.44%34 LF 6" PVC @ 2.09%3837 IE: 29.13 (S) PROPOSED PLUG EXISTING 8" OUTLET TO THE SOUTH. RE-CHANNEL MANHOLE FOR NEW CONNECTION.3738VENT PIPE, SEE MECHANICAL PLANS FOR CONTINUATION 1000 GALLON GREASE INTERCEPTOR SEE DETAIL 3, SHEET C7.374 LF 6 " PVC @ 2 .49% 38.33 CENTER OF CHANNEL: 29.38 LADDER E SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019. SANITARY SEWER PLAN C4.2 N GRAPHIC SCALE 0 20 40 1" = 20 FEET 10 1.ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2.THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3.ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4.A PRE-CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5.CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7.PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8.A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9.THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS-BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10.BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11.OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. 12.DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13.ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15.SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16.IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. SANITARY SEWER NOTES AND SPECIFICATIONS WWP-27-3930S-393002 8/23/2019 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 0+2537.880+5037.600+7537.591+0037.771+2537.511+5037.571+7537.742+0037.602+2537.612+5037.922+7538.053+0037.583+2537.42HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=4'PROPOSED GROUND @ PIPE CENTERLINE EXISTING GROUND @ PIPE CENTERLINE 183 LF 8" PVC @ 0.50% STA 2+70.50 IE: 29.47 8" (S) IE: 29.37 8" (NW) RIM: 38.08 SSMH 6, 48" SSMHSTA 0+87.25 IE: 30.39 8" (N) IE: 30.56 6" (SE) RIM: 37.64 SSMH 4, 48" SSMH STA 3+18.60 IE: 29.13 8" (SE) IE: 29.03 8" (N) RIM: 37.46 SSMH 4174, EXISTING SSMH 48" 48 LF 8" PVC @ 0.50% SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019. SANITARY SEWER PROFILE C4.3 EXSTING GRADE ELEVATION @ PIPE CENTERLINE PROPOSED GRADE ELEVATION @ PIPE CENTERLINEWWP-27-3930S-393003 8/23/2019 FIRE LANE - NO PARK ING FI RE LANE NO PARKINGFIRE LANE NO PARKINGFIRE LANE NO PARKI NGFIRE LANE NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKING FIRE LANE - NO PARKING FIRE LANE - NO PARKING FIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARK INGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARK ING FIRE LANE - NO PARKINGFIRE LANE - NO PARK ING FIRE LANE - NO PARKINGLANE - NO PARKINGFIRESARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019. OVERALL PAVING AND HORIZONTAL CONTROL PLAN C5.0 SEE SHEETS C2.1, C6.6 SEE SHEETS C2.2, C6.5 N GRAPHIC SCALE 0 40 80 1" = 40 FEET 20 NORTH 4TH STREET PARK AVENUE NORTHGARDEN AVENUE NORTHNORTH 3RD STREET PROPOSED LEGEND: LIGHT DUTY CEMENT CONCRETE HEAVY DUTY CEMENT CONCRETE LIGHT DUTY ASPHALT CEMENT HEAVY DUTY ASPHALT CEMENT PROPERTY/RIGHT-OF-WAY LINE CONCRETE EAST WALL (SEE LANDSCAPE PLANS) SARTORI ELEMENTARY SCHOOL 2 C7.8 4 C7.8 1 C7.8 3 C7.8TED-40-3930R-393015 6" SIDEWALK PER 5 C7.9 6" SIDEWALK PER 5 C7.9 6" SIDEWALK PER 5 C7.9 4" SIDEWALK IN RIGHT-OF-WAY PER 5 C7.9 6" SIDEWALK IN RIGHT-OF-WAY PER 5 C7.9 8/23/2019 1 JA FI RE LANE NO PARKINGFIRE LANE NO PARKINGFIRE LANE NO PARKI NGFIRE LANE NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKING FIRE LANE - NO PARKING FIRE LANE - NO PARKING FIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARK ING N 181010.4303 E 1302112.5796 @ INTERSECTION OF GRIDLINES J & 1 N 181011.4584 E 1302048.2545 @ INTERSECTION OF GRIDLINES A & 1 R23.0' R15.5' N 180943.63 E 1302181.73 N 180876.66 E 1302173.43 R53.0' 28.0' R3.0' TYP. 28.0' 21.8' 28.0' 17.8'21.8' 9.0' TYP. 25.2' TYP. 5.4' 28.0' 20.0' TYP. R73.0' 8.5' TYP. 10.0' 8.0' 8.0' 5.0' R25.0'R25.0' 20.0'20.0'20.0' N 181162.75 E 1302216.15 92.6' N 181164.48 E 1302106.16 12.0'8.0' 12.0' 8.0' N 181007.20 E 1302236.57 N 181005.01 E 1302376.55 13.0' 13.0' 13.0' 19.2' 13.5' 23.2' 52.5' 9.0' 9.0' 12.0' EC EC IC ICIC ECEC EC EC EC ECE C I C SEE LANDSCAPE ARCHITECT PLANS FOR PLAY STRUCTURE SURFACING DETAILS AND WALLS SEE LANDSCAPE ARCHITECT PLANS FOR PLAY STRUCTURE SURFACING DETAILS AND WALLS IC IC EC X X N 180859.17 E 1302127.18 N 180907.13 E 1302135.86 N 180943.27 E 1302128.35 N 180967.20 E 1302132.89 N 180995.58 E 1302127.01 R10.0' R10.0' N 180906.05 E 1302206.20 N 180990.26 E 1302196.07 N 181086.64 E 1302101.72 N 181083.27 E 1302310.21ECXX SARTORI ELEMENTARY SCHOOL 6'x4' NOTCH AROUND EXIST. POWER POLE 9.0' TYP. 25.2' TYP.60° 60° 8.9' N 181023.41 E 1302396.36 N 181024.15 E 1302349.64 N 181134.56 E 1302362.86 SEE LANDSCAPE ARCHITECT'S PLANS FOR MOW CURB AND FENCE, TYP. N 180836.37 15.8' 4.2' 17.5' N 180920.88 E 1302178.37 N 180891.97 E 1302175.88 N 180861.28 E 1302175.31 N 180966.49 E 1302179.25 N 180990.56 E 1302175.47 N 181017.28 E 1302181.69 25.0' TYP. N 181033.17 E 1302124.66 N 181032.29 E 1302180.71 X X 0" FC 20.6' TYP. 4.6' TYP. FIRE LANE MARKING PER DETAIL 8 ON SHEET C7.8 1 1 N 181083.48 E 1302093.85 N 181089.73 E 1302100.67 N 181080.06 E 1302312.06 N 181086.32 E 1302318.88 TYPE 2R RIGHT TURN ARROW, TYP. PER WSDOT M-24.20-22 XX X TCTCECECN 181021.19 E 1302027.64 N 181020.83 E 1302050.71 N 181044.20 E 1302061.24 X 24" WIDE STOP BAR MUTCD STOP SIGN R1-1 SEE DETAIL 2 ON SHEET C7.11 MUTCD R3-5L LEFT TURN ONLY SIGN, SEE DETAIL 2 ON SHEET C7.11 TYPE 2L LEFT TURN ARROW, TYP. PER WSDOT M-24.20-22 TYPE 2L LEFT TURN ARROW, TYP. PER WSDOT M-24.20-22 2 2 2 2 2 PAINTED CROSSWALK 3 C7.11 X 3 3 MUTCD DO NOT ENTER SIGN R5-1 SEE DETAIL 2 ON SHEET C7.11 R3.0'R3.0' SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019. NORTH PAVING AND HORIZONTAL CONTROL PLAN C5.1 N GRAPHIC SCALE 0 20 40 1" = 20 FEET 10 MATCH LINE - SEE SHEET C5.2 PROPOSED LEGEND: LIGHT DUTY CEMENT CONCRETE HEAVY DUTY CEMENT CONCRETE LIGHT DUTY ASPHALT CEMENT HEAVY DUTY ASPHALT CEMENT IC INTEGRAL CURB AND WALK EC EXTRUDED CURB CHANGE IN CURB TYPE 0" FC 0" FLUSH CURB TC CEMENT CONCRETE TRAFFIC CURB PER COR STD. PLAN 101 X SEE SHEET C6.7 FOR OFF-SITE IMPROVEMENTS SEE SHEET C6.7 FOR OFF-SITE IMPROVEMENTS (PUBLIC RIGHT-OF-WAY)NORTH 4TH STREET PARK AVENUE NORTH(PUBLIC RIGHT-OF-WAY)(PUBLIC RIGHT-OF-WAY)GARDEN AVENUE NORTHKEYNOTES: ACCESSIBLE PARKING SIGN PER DETAIL 9 ON SHEET C7.8. CURB DRAINAGE OPENING COMPACT PARKING STALL WITH "COMPACT" PAINTED WITH 18-INCH LETTERING. 1 2 3 2 C7.8 4 C7.8 3 C7.8 1 C7.8 6 C7.8 5 C7.8 10 C7.8TED-40-3930R-393016 6" SIDEWALK PER 5 C7.9 8/23/2019 33 A S 26 J FIRE LANE - NO PARK ING FIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARK ING FIRE LANE - NO PARKINGFIRE LANE - NO PARK ING FIRE LANE - NO PARKINGLANE - NO PARKINGFIRENORTH 3RD STREETPARK AVENUE NORTHGARDEN AVENUE NORTH(PUBLIC RIGHT-OF-WAY)(PUBLIC RIGHT-OF-WAY)(PUBLIC RIGHT-OF-WAY)N 180719.2673 E 1302107.7928 @ INTERSECTION OF GRIDLINES J & 26 R29.0' N 180809.05 E 1302192.83 34.8' 13.2' 44.6' 21.0' 164.3' 22.0' 34.1' 28.0' 28.3'30.3' 9.5' 11.5' R15.0' N 180693.43 E 1302237.24 12.0'23.1' N 180637.0136 E 1302042.0985 @ INTERSECTION OF GRIDLINES A & 33 R30.0' TYP. 9.0' TYP.20.0' TYP. 5.0' 20.0'20.0' R10.0' R3.0' 48.0'ECEC EC EC EC EC EC ECSEE LANDSCAPE ARCHITECT PLANS FOR PLAY STRUCTURE SURFACING DETAILS METRO BUS SHELTER FOOTING. SEE STRUCTURAL SHEETS S403 AND S404. 3.0' 13.0' 3.0' 13.0' 22.6' ENCLOSURE FOR RECYCLABLES AND REFUSE. SEE ARCHITECTURAL PLANS. 50.6' 57.4' 10.0'16.1'10.0'16.1'10.0' 169.5' 39.4' N 180832.34 E 1302135.60 R3.0' TYP. 116.6' 12.0'81.9' 2"DC ECECEC ECECX X X X X X X X X X XX X R10.0' R10.0' X 7.0' 20.9' 5.0' 8.0' SARTORI ELEMENTARY SCHOOL 8.0' 8.0' N 180757.23 E 1302232.65 N 180755.04 E 1302372.64 82.4' (3.5'x5') HEAVY DUTY CONCRETE PAD FOR MECHANICAL EQUIPMENT. SEE MECHANICAL ENGINEERS PLANS FOR DETAILS.2"DC2"DC19.3' 30.6' R10.0' R10.0' N 180666.65 E 1302344.82 N 180682.22 E 1302358.62 TYPE 2R RIGHT TURN ARROW, TYP. PER WSDOT M-24.20-22 N 180563.25 E 1302355.64 N 180579.61 E 1302343.13 1 1 2 TYP. N 180639.41 E 1302256.03 N 180603.07 E 1302255.32 15.5' 14.9' R3.0' EC 0" FC 2 TYP. EC EC9.7' MUTCD SIGN R3-5R SEE DETAIL 2 ON SHEET C7.11 X X R3.0' TYP. MUTCD R3-5L LEFT TURN ONLY SIGN, SEE DETAIL 2 ON SHEET C7.11 24" WIDE STOP BAR 18.0' TYP 9.0' TYP. 20.0' TYP. FLAGPOLES, TYP. SEE LANDSCAPE PLANS READER BOARD, SEE LANDSCAPE PLANS SCHOOL SIGN SEE LANDSCAPE PLANS SEAT WALLS, TYP. SEE LANDSCAPE PLANS N 180664.16 E 1302021.80 3 8.3'N 180620.99 E 1302137.80 13.3' N 180746.57 E 1302211.29 N 180781.07 E 1302200.47 N 180836.37 E 1302183.12 N 180795.52 E 1302023.90 MUTCD DO NOT ENTER SIGN R5-1 SEE DETAIL 2 ON SHEET C7.11 SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019. SOUTH PAVING AND HORIZONTAL CONTROL PLAN C5.2 N GRAPHIC SCALE 0 20 40 1" = 20 FEET 10 MATCH LINE - SEE SHEET C5.1 PROPOSED LEGEND: LIGHT DUTY CEMENT CONCRETE HEAVY DUTY CEMENT CONCRETE LIGHT DUTY ASPHALT CEMENT HEAVY DUTY ASPHALT CEMENT IC INTEGRAL CURB AND WALK EC EXTRUDED CURB CHANGE IN CURB TYPE 2"DC 2" DEPRESSED CURB 0"FC 0" FLUSH CURB X SEE SHEET C6.8 FOR OFF-SITE IMPROVEMENTS SEE SHEET C6.8 FOR OFF-SITE IMPROVEMENTS 5 C7.11 KEYNOTES: ACCESSIBLE PARKING SIGN PER DETAIL 9 ON SHEET C7.8. WHEELSTOP PRE DETAIL 7 ON SHEET C7.8. SEE LANDSCAPE PLANS FOR PARKING STALL STRIPING AND BRICK PAVING. 1 2 3 2 C7.8 4 C7.8 3 C7.8 1 C7.8 6 C7.8 5 C7.8TED-40-3930R-393017 6" SIDEWALK PER 5 C7.9 6" SIDEWALK PER 5 C7.9 8/23/2019 FIRE LANE - NO PARK ING FI RE LANE NO PARKINGFIRE LANE NO PARKINGFIRE LANE NO PARKINGFIRE LANE NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKING FIRE LANE - NO PARKING FIRE LANE - NO PARKING FIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARK INGFIRE LANE - NO PARKINGFIRE LANE - NO PARKINGFIRE LANE - NO PARK ING FIRE LANE - NO PARKINGFIRE LANE - NO PARK ING FIRE LANE - NO PARKINGLANE - NO PARKINGFIRE TTT T T T TT DS DS DS DS DS DS DS DS DS DS DSDS DS DS DS DS DS DS 38 3939373737SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019. OVERALL FRONTAGE IMPROVEMENT PLAN C6.0 N GRAPHIC SCALE 0 40 80 1" = 40 FEET 20 LEGEND BS BOTTOM OF STEP TS TOP OF STEP TW TOP OF WALL FG FINISHED GRADE STORM DRAIN CLEANOUT STORM DRAIN CATCH BASIN, TYPE 1 STORM DRAIN CATCH BASIN, TYPE 2 STORM DRAIN LINE ROOF DRAIN FOOTING DRAIN GRADE BREAK EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR LARGE-DIAMETER DETENTION PIPE GB 355 354 NORTH 4TH STREET PARK AVENUE NORTHGARDEN AVENUE NORTHNORTH 3RD STREET C6.1 C6.3 C6.2 C6.4 C6.5 C6.6 SEE SHEET C6.8SEE SHEET C6.8 SEE SHEET C6.7SEE SHEET C6.7 1.ALL OFFSITE TYPE 1 CATCHBASINS SHALL HAVE RECTANGULAR VANED GRATES UNLESS OTHERWISE INDICATED. RECTANGULAR VANED GRATE PER CITY OF RENTON STANDARD PLAN 204.20, SEE DETAIL 4, C7.7. GENERAL NOTES: TED-40-3930R-393018 8/23/2019 FIRE LANE - NO PARKING T T 46+0046+8529+74 30+00 31+00 32+00 33+00 34+00 34+96 26+0027+003636SDCB 37 SDCB 22 SEE DETAIL 5 SHEET C7.13 SDCB 23 SDCB 24 20 LF 12" DIP @ 0.50% EXIST. 8" W 8' CONCRETE SIDEWALK PER COR STD. PLAN 102 CONCRETE CURB AND GUTTER PER COR STD. PLANS 101 AND 103 NEW 12" CPEP S IE=31.22 ENCASING FOR FUTUREELECTRICAL CONDUIT.SDCB 54 SDCB 62 30 LF 12" @ 0.50% SDCB 5523 LF 12" DIP@ 1.33%36 36 36SEE SHEET C3.3 FOR DRIVEWAY DETAIL STA:32+07.73, 27.0' RTR5.0' STA:31+37.28, 27.0' RT SDCB 1 IE: 30.75 R5.0' 37 LF 12" DIP @ 0.51% SDCB 75 SDCB 76 SDCB 77 IE: 30.60 3724 LF 12" CPEP @ 0.50% 34 LF 12" CPEP @ 0.50% SDCB 56 91 LF 12" DIP @ 0.50%(2) 53 LF 8" DI @ 0.50%34 LF 12" DI @ 0.50%5SDCB 78 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 29+50 30+00 30+50 35.6231+0035.6435.6731+5035.6835.6032+0035.5235.4332+5035.3935.4033+0035.4135.4133+5035.4435.4634+0035.4934+50 35+00 0.11%0.33%0.03%0.10% GRADE BREAK STA = 30+57.18 ELEV = 35.597 GRADE BREAK STA = 31+45.60 ELEV = 35.696 GRADE BREAK STA = 32+38.52 ELEV = 35.389 GRADE BREAK STA = 33+26.59 ELEV = 35.414 GRADE BREAK STA = 34+11.58 ELEV = 35.503 FINISHED GRADE ELEVATION @ FLOWLINE EXISTING GRADE ELEVATION @ CENTERLINE EXISTING / FINISHED GRADE ELEVATION @ SAWCUT LINE 35.535.735.535.535.735.835.835.835.735.635.635.635.535.435.435.535.435.535.535.535.5EXIST. GRADE @ SAWCUT LINE EXIST. GRADE @ CENTERLINE FINISHED GRADE @ FLOWLINE 91 LF 12" DIP @ 0.50% STA 33+29.58, 20.92' RT IE: 33.24 12" (W) RIM: 35.25 SDCB 55, CB TYPE 1 20 LF 12" DIP @ 0.50% STA 26+38.78, 55.68' RT IE: 30.43 12" (SE) IE: 30.43 12" (NW) RIM: 35.43 SDCB 24 CB TYPE 1 23 LF 12" DIP @ 1.33% STA 26+27.08, 33.50' RT IE: 30.63 12" (N) RIM: 34.95 SDCB 54 CB TYPE 1 SDCB 37 STA 30+36.82, 10.45' RT RIM: 35.73 IE: 30.33 12" (SE) IE: 30.33 12" (S) 48" TYPE 2 CB SOLID LID TOP OF EX. 2" PWR=34.20 BOTTOM=34.03 TOP OF EX. 4" PWR=34.70 BOTTOM=34.37 TOP OF EX. 2" PWR=32.00 BOTTOM=31.83 TOP OF EX. 4" PWR=32.00 BOTTOM=31.67 TOP EX. 8" WTR=33.19 IE=32.49 TOP OF EX. 8" SEWER=29.54 IE=28.84 TOP OF EX. 4" PWR=33.16 BOTTOM=32.83 TOP OF EX. 2" PWR=34.32 BOTTOM=34.15 5 TOP OF EX. 4" PWR=34.59 BOTTOM=34.26 TOP OF EX. 8" WTR=32.73 IE=32.06 STA 32+38.58, 20.81' RT IE: 32.79 12" (E) IE: 33.29 6" (N) RIM: 35.39 SDCB 56, CB TYPE 1 (EXISTING) (MATCH EXISTING PIPE CROWN) 0.3' SDCB 39 STA 34+56.69, 18.24' LT RIM: 37.23 IE: 31.22 12" (EXISTING N) IE: 32.27 8" (S) MATCH EX. PIPE IE EXISTING TYPE 2 CB TOP OF EX. 4" PWR=33.34 BOTTOM=33.01 STA 34+26.89, 32.15' RT IE: 32.34 12" (SW) RIM: 35.38 SDCB 22 CB TYPE 1 0.1' STA 34+56.57, 34.83' RT IE: 33.19 12" (S) RIM: 35.36 SDCB 23 60" TYPE 2 CB 34.94 30.59 35.45 30.44 30.42 30.13 30.13 35.35 33.15 35.25 33.58 35.37 32.35 35.52 33.17 0.47% 1.45% SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019. NORTH 4TH STREET FRONTAGE IMPROVEMENTS C6.1 N NORTH 4TH STREET PARK AVENUE NORTHGARDEN AVENUE NORTH3 C7.9 KEYNOTES RELOCATED LIGHT POLE. SEE SIGNAL PLANS. JUNCTION BOX TO BE DEMOLISHED AND REPLACED AT A NEW LOCATION, SEE SIGNAL PLANS. CROSS WALK PUSH BUTTON FOR ACCESSIBLE PEDESTRIAN SIGNAL, SEE SIGNAL DESIGN FOR EXACT LOCATION. TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT, SEE DETAIL 4 ON SHEET C7.10, TYP. PROVIDE 2'x2'x6" ETHOFOAM PAD AT CROSSING. NEW 12" DIP N IE=31.54 CONTRACTOR TO FIELD LOCATE NEW LADDER LOCATION AT SDCB 1169 WITH PUBLIC WORKS INSPECTION PRIOR TO APPROVAL. 1 2 3 4 5 6 2 GRAPHIC SCALE 0 20 1" = 20 FEET 10 3 3 3 1.THE EXISTING NORTH 4TH STREET PAVEMENT SECTION CONSISTS OF ASPHALT PAVEMENT OVER CONCRETE PAVEMENT. THE EXISTING ASPHALT AND CONCRETE PAVEMENT SECTION SHALL BE FIELD VERIFIED AND MATCHED IN THICKNESS. TYPICAL PATCH FOR RIGID PAVEMENT PATCHING AND RESTORATION PER DETAIL 1, SHEET C7.11. GENERAL NOTES: TED-40-3930R-393019 EXISTING "ONE WAY" SIGN 4 4 1 8/23/2019 10+00TT20+00 21+00 22+00 23+00 37 SDCB 25 EXIST. 16" D.I. W EXIST. 16" D.I. W DSDSDSDSDSCONCRETE CURB AND GUTTER PER COR STD. PLANS 101 AND 103 12' CONCRETE SIDEWALK PER COR STD. PLAN 102 4'x4' CONCRETE ENCASING FOR FUTURE UNDERGROUND ELECTRICAL CONDUIT. 5 2 L F 1 2 " C P E P @ 3 . 1 5% SDCB 26 IE: 33.08 SDCB 67 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 20+00 20+5036.9136.8421+0036.7736.7121+5036.6436.5722+0036.5136.4422+5036.3736.3023+0036.2436.1723+5036.1620+00 20+5036.9136.8421+0036.7736.7121+5036.6436.5722+0036.5136.4422+5036.3736.3023+0036.2436.1723+5036.160.27%GRADE BREAK STA = 20+37.65ELEV = 36.940GRADE BREAK STA = 23+38.94ELEV = 36.13337.637.637.637.437.337.237.337.136.837.037.137.137.037.036.9EXISTING GRADE ELEVATION @ CENTERLINE FINISHED GRADE ELEVATION @ FLOWLINE EXISTING / FINISHED GRADE ELEVATION @ SAWCUT LINE STCB 1600 STA 21+89.32, 20.92' RT IE: 34.73 12" (NE) RIM: 36.61 SDCB 25 CB TYPE 1 EXIST. 16" D.I. WATER MAIN EXIST. GRADE @ SAWCUT LINE FINISHED GRADE @ FLOWLINE EXIST. GRADE @ CENTERLINE VERTICAL SCALE: 1"=2' 4'x4' CONCRETE ENCASING FOR FUTURE UNDERGROUND ELECTRICAL CONDUIT. 52 L F 1 2 " C P E P @ 3 . 1 5 % STA 20+37.65, 21.05' RT IE: 34.84 12" (W) RIM: 36.94 STCB 1600 EXISTING TYPE 1 CB STA 23+38.98, 21.00' RT RIM: 36.13 STCB 1536 EXISTING TYPE 1 CB STA 22+24.59, 59.38' RT IE: 33.08 12" (SW) IE: 33.08 8" (N) IE: 33.41 4" (E) IE: 33.08 8" (S) RIM: 38.28 SDCB 26 48" TYPE 2 CB 36.42 34.54 38.29 33.09 33.09 33.39 33.09 SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019. PARK AVENUE NORTH FRONTAGE IMPROVEMENTS C6.2NGRAPHIC SCALE 0 20 40 1" = 20 FEET 10MATCH LINE STA 23+50 - SEE SHEET C6.3PARK AVENUE NORTH NORTH 3RD STREET1 C7.9 MATCH LINE STA 23+50 - SEE SHEET C6.3SEE SHEET C3.3 FOR PLAZA DETAILS KEYNOTES CROSS WALK PUSH BUTTON FOR ACCESSIBLE PEDESTRIAN SIGNAL, SEE SIGNAL DESIGN FOR EXACT LOCATION. TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT, SEE DETAIL 4 ON SHEET C7.10, TYP. 1 2 1 22 2TED-40-3930R-393020 8/23/2019 FIRE LANE NO PARKINGF I RE LANE NO PARKING T29+7430+0031+0024+00 25+00 26+00 27+00 28+00 36 SDCB 37 SDCB 24 20 LF 12" DIP @ 0.50%DSDSDS12' CONCRETE SIDEWALK PER COR STD. PLAN 102 CONCRETE CURB AND GUTTER PER COR STD. PLANS 101 AND 103 4'x4' CONCRETE ENCASING FOR FUTURE UNDERGROUND ELECTRICAL CONDUIT. SDCB 57 SDCB 54 23 LF 12 " D I P @ 1.33 % SEE SHEET C4.1 FOR NEW WATER MAIN, FIRE HYDRANT, AND SERVICES, TYP. STA:24+89.84, 21.0' RT ANGLE POINT SDCB 1 IE: 30.75 SDCB 77 IE: 30.60 37 34 LF 12" CPEP @ 0.50% 3 (2) 53 LF 8" DI @ 0.50% SDCB 71 34 LF 12" DI @ 0.50% 5 4 SDCB 78 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 23+5036.1636.2124+0036.1336.0224+5035.9035.7825+0035.6535.5125+5035.3735.2326+0035.0826+50 27+00 27+50 28+0023+5036.1636.2124+0036.1336.0224+5035.9035.7825+0035.6535.5125+5035.3735.2326+0035.0826+50 27+00 27+50 28+00 0.23%0.48% 0.57% GRADE BREAK STA = 23+80.57 ELEV = 36.227 GRADE BREAK STA = 24+97.39 ELEV = 35.670 GRADE BREAK STA = 26+14.45 ELEV = 35.00136.936.336.336.236.036.035.935.835.635.535.335.2EXISTING GRADE ELEVATION @ CENTERLINE FINISHED GRADE ELEVATION @ FLOWLINE EXISTING / FINISHED GRADE ELEVATION @ SAWCUT LINE EXIST. STCB 2255 EXIST. 16" D.I. WATER MAIN EXIST. GRADE @ SAWCUT LINE EXIST. GRADE @ CENTERLINE FINISHED GRADE @ FLOWLINE NEW 6" WATER NEW 6" WATER NEW 1.5" WATER NEW 4" WATER NEW 8" WATER NEW 6" WATER VERTICAL SCALE: 1"=2' 4'x4' CONCRETE ENCASING FOR FUTURE UNDERGROUND ELECTRICAL CONDUIT. STA 24+14.69, 20.92' RT IE: 31.89 12" (W) RIM: 36.03 SDCB 57 CB TYPE 1 23 LF 12" DIP @ 1.33% SDCB 37 STA 30+36.82, 10.45' RT RIM: 35.73 IE: 30.33 12" (SE) IE: 30.33 12" (S) 48" TYPE 2 CB SOLID LID TOP OF EX. 4" PWR=33.15 BOTTOM=32.82 TOP OF EX. 2" PWR (2)=33.10 BOTTOM=32.93 EX. 22" SANITARY SEWER SDCB 71 STA 27+35.26, 15.18' LT RIM: 35.33 IE: 30.98 12" (W) IE: 30.98 12" (E) IE: 33.33 12" (S) 48" TYPE 2 CB OVER BUILD CATCH BASIN PROVIDE ETHAFOAM PAD 53 LF 8" DI @ 0.50% STA: 27+35.42, 20.87 LT IE: 30.93 12" CPEP (E) IE: 30.90 12" CPEP (N) RIM: 35.08 STCB 6238, EX. TYPE 1 CB SDCB 54 CB TYPE 1 STA 26+20.31, 29.41' RT RIM: 34.94 IE: 30.63 12" (N) SDCB 24 CB TYPE 1 STA 26+38.78, 55.68' RT RIM: 35.43 IE: 30.43 12" (SE) IE: 30.43 12" (NW) REMOVE EX. LADDER & PROVIDE NEW LADDER AS DIRECTED BY THE CITY RIM: 35.77 IE: 34.00 8" DI (N) (2 PIPES) (NEW) IE: 27.97 8" CONC. (W) IE: 27.97 8" CONC. (E) IE: 29.07 12" CPEP (S) SDCB 1169 STA 26+48.07, 18.94' LT EX. TYPE 2 CB TOP OF EX. PWR=32.02 BOTTOM=30.90 TOP OF EX. PWR=33.66 SDCB 78 STA 27+01.49, 16.64' LT RIM: 35.50 IE: 33.73 8" (S) IE: 33.50 12" (N) CB TYPE 1L 34 LF 12" DI @ 0.50% 53 LF 8" DI @ 0.50% (2 PIPES)30.59 30.13 30.13 35.39 33.64 33.33 35.07 30.94 SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019. PARK AVENUE NORTH FRONTAGE IMPROVEMENTS C6.3NGRAPHIC SCALE 0 20 40 1" = 20 FEET 10MATCH LINE STA 23+50 - SEE SHEET C6.2PARK AVENUE NORTH NORTH 4TH STREET1 C7.9 KEYNOTES CROSS WALK PUSH BUTTON FOR ACCESSIBLE PEDESTRIAN SIGNAL, SEE SIGNAL DESIGN FOR EXACT LOCATION. TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT, SEE DETAIL 4 ON SHEET C7.10, TYP. REPLACE TRAFFIC LOOPS IN ACCORDANCE WITH CITY STANDARDS. COORDINATE LOOP REPLACEMENT WITH TRANSPORTATION MAINTENANCE DIVISION. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL DETERMINE IF THE WATER LINE IS ABANDONED. IF THE LINE IS ACTIVE A TYPE 1 CB SHALL BE USED. IF ABANDONED THE LINE SHALL BE CUT AND CAPPED TO ALLOW TYPE 2 CB INSTALLATION. TWO SIDE BY SIDE 8" DUCTILE IRON PIPES AT THE SAME ELEVATION. 1 2 3 4 5 1 1TED-40-3930R-393021 22 2 2 STA:26+14.36, 30.3' RT POINT OF TANGENCY 8/23/2019 9+31 10+00 11+00 12+00 13+00 14+00 14+94 TTTT TT 39+4840+0019+3520+0038 EXIST. 8" D.I. W 8' CONCRETE SIDEWALK PER COR STD. PLAN 102 CONCRETE CURB AND GUTTER PER COR STD. PLANS 101 AND 103 23.0' TYP.12.0' TYP. SEE SHEET C3.3 FOR DRIVEWAY DETAILS PARKING STALL TYP. SDCB 70 R3.0'R3.0'R3.0'R3.0' STA:12+35.02, 21.0' LT STA:12+61.02, 21.0' LT 56 LF 12" CPEP @ 3.99%STA:12+67.02, 21.0' LT SDCB 67 STA:12+93.02, 21.0' LT 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 9+30 9+50 10+00 10+50 11+0037.4337.4711+5037.5237.5612+0037.6137.6612+5037.7037.7513+0037.7937.8413+5037.8914+00 14+50 15+0037.337.337.637.437.437.537.537.637.637.737.737.737.837.837.937.938.038.038.138.338.238.0FINISHED GRADE ELEVATION @ FLOWLINE EXISTING / FINISHED GRADE ELEVATION @ SAWCUT LINE EXISTING GRADE ELEVATION @ CENTERLINE 0.18% 0.18% GRADE BREAK STA = 10+78.90 ELEV = 37.387 GRADE BREAK STA = 12+28.90 ELEV = 37.663 GRADE BREAK STA = 13+63.09 ELEV = 37.910 EXIST. 8" D.I. WATER MAIN STMH 2001 EXIST. GRADE @ SAWCUT LINE EXIST. GRADE @ CENTERLINE FINISHED GRADE @ FLOWLINE NEW 6" WATER VERTICAL SCALE: 1"=2' STA 10+61.05, 9.76' LT IE: 29.19 12" (W) IE: 29.19 12" (E) RIM: 37.52 SDCB 67 OVERBUILD CATCH BASIN 48" TYPE 2 CB STA 20+08.92, 19.76' LT IE: 28.92 12" (E) RIM: 37.42 STMH 2427 EXISTING TYPE 2 CB STA 20+10.35, 128.70' RT IE: 29.35 12" (W) IE: 29.35 12" (E) IE: 29.35 12" (N) RIM: 37.70 EXISTING TYPE 2 CB STA 40+30.56, 9.77' RT IE: 30.99 12" (SW) RIM: 37.85 SDCB 70 48" TYPE 2 CB EXIST. 12" CONC. STORM PIPE STA 14+36.00, 10.98' LT IE: 30.87 12" (NE) IE: 30.27 12" (W) IE: 30.37 12" (E) IE: 33.22 6" (S) IE: 33.22 6" (SE) RIM: 38.37 STMH 2772 EXISTING TYPE 2 CB (NEW) (EXIST.) (EXIST.) (EXIST.) (EXIST.) 24 LF 12" CPEP @ 0.50% TOP OF EX. 16" WTR=35.00 BOTTOM=33.75 TOP OF EX. 2" COMM=34.34 BOTTOM=34.17 TOP OF EX. PWR=33.25 BOTTOM=32.58 TOP OF EX. 6" UNKNOWN=36.30 BOTTOM=35.80 TOP OF EX. 8" WTR=33.93 BOTTOM=33.26 6" CLEARANCE PROVIDE ETHAFOAM PAD TOP OF EX. 3" PWR=33.72 BOTTOM=33.47 TOP OF EX. 2" PWR=33.97 BOTTOM=33.80 37.47 29.27 29.27 37.84 30.69 0.75% SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019. NORTH 3RD STREET FRONTAGE IMPROVEMENTS C6.4 N NORTH 3RD STREETPARK AVE NORTHGARDEN AVE NORTHSEE SHEET C3.2 FOR ON-SITE DRAINAGE DESIGN KEYNOTES CROSS WALK PUSH BUTTON FOR ACCESSIBLE PEDESTRIAN SIGNAL, SEE SIGNAL DESIGN FOR EXACT LOCATION. 1 2 GRAPHIC SCALE 0 20 1" = 20 FEET 10 1 1 2 C7.9 MUTCD R6-2L "ONE WAY" SIGN. SEE DETAIL 2 IN SHEET C7.11.TED-40-3930R-393022 KEYNOTES CROSS WALK PUSH BUTTON FOR ACCESSIBLE PEDESTRIAN SIGNAL, SEE SIGNAL DESIGN FOR EXACT LOCATION. RELOCATED LIGHT POLE. SEE SIGNAL PLANS FOR EXACT LOCATION. TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT, SEE DETAIL 4 ON SHEET C7.10, TYP. EXISTING MAILBOX 1 2 3 4 2 3 4 8/23/2019 14+0014+94TT39+48 40+00 41+00 42+00 43+00 3738 EXIST. 12" GAS (NOT SHOWN ON PROFILE) EXIST. 6" D.I. W 8.1' TYP. 12' CONCRETE SIDEWALK PER COR STD. PLAN 102 CONCRETE CURB AND GUTTER PER COR STD. PLANS 101 AND 103SDCB 58 SDCB 59383939 37 37 SDCB 70 SEE LANDSCAPE PLANS FOR TREES, TYP. SEE LANDSCAPE PLANS FOR TREES AND TREE GRATES, TYP. 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 40+50 37.5641+0037.4437.3241+5037.1937.0742+0036.9536.8342+5036.7136.5943+0036.4736.3543+5036.230.48%GRADE BREAK STA = 40+64.85ELEV = 37.60437.837.637.437.337.237.237.136.936.836.636.536.436.3EXISTING GRADE ELEVATION @ CENTERLINE FINISHED GRADE ELEVATION @ FLOWLINE EXISTING / FINISHED GRADE ELEVATION @ SAWCUT LINE EXIST. GAS MAIN EXIST. GRADE @ SAWCUT LINE EXIST. GRADE @ CENTERLINE FINISHED GRADE @ FLOWLINE VERTICAL SCALE: 1"=2' 150 LF 12" DIP @ 0.50% SDCB 58 STA 41+62.87, 19.92' LT RIM: 37.13 IE: 35.13 12" (N) CB TYPE 1 SDCB 59 STA 43+12.87, 19.92' LT RIM: 36.38 IE: 34.38 12" (S) IE: 34.38 12" (N) CB TYPE 1 37.22 35.17 36.44 34.42 34.41 SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019. GARDEN AVENUE NORTH FRONTAGE IMPROVEMENTS C6.5NGRAPHIC SCALE 0 20 40 1" = 20 FEET 10MATCH LINE STA 43+50 - SEE SHEET C6.6GARDEN AVENUE NORTH NORTH 3RD STREET4 C7.9 MUTCD R5-10a "BUS AND AUTHORIZED VEHICLE PARKING 5AM - 5PM", 60' O.C., TYP. BUS PARKING STALLS 1 1TED-40-3930R-393023 KEYNOTES CROSS WALK PUSH BUTTON FOR ACCESSIBLE PEDESTRIAN SIGNAL, SEE SIGNAL DESIGN FOR EXACT LOCATION. TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT, SEE DETAIL 4 ON SHEET C7.10, TYP. 1 2 2 2 8/23/2019 T44+00 45+00 46+00 46+8534+0034+9636SDCB 22 SEE DETAIL 5 SHEET C7.13 SDCB 23 SDCB 62 30 LF 12" @ 0.50% SDCB 60 SEE LANDSCAPE PLANS FOR TREES ,TYP. SEE LANDSCAPE PLANS FOR TREES AND TREE GRATES, TYP. 37 LF 12" DIP @ 0.51% SDCB 75 24 LF 12" CPEP @ 0.50% 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 43+5036.2336.1244+0036.0435.9544+5035.8635.7745+0035.6835.5945+5035.5135.4246+00 46+50 47+00 0.35%36.336.236.336.136.035.935.835.735.535.535.435.435.735.5EXISTING GRADE ELEVATION @ CENTERLINE FINISHED GRADE ELEVATION @ FLOWLINE EXISTING / FINISHED GRADE ELEVATION @ SAWCUT LINE EXIST. GRADE @ SAWCUT LINE EXIST. GRADE @ CENTERLINE FINISHED GRADE @ FLOWLINE VERTICAL SCALE: 1"=2' PRECAST FILTERRA UNIT, W/ 8'x8' INTERNAL BYPASS-GRATE INLET W/ ADA FULL GRATE AND PLANTED WITH GRASSES FLOW LINE: 35.39 IE: 32.41 (NW) IE: 33.06 (S) 4 C7.11 EX. 8" SANITARY SEWER 150 LF 12" DIP @ 0.50% 115 LF 12" DIP @ 0.49% 37 LF 12" DIP @ 0.51% STA 34+05.49, 43.01' RT IE: 32.22 12" (SE) IE: 32.22 12" (NE) IE: 32.22 12" (W) RIM: 36.11 SDCB 75 CB TYPE 1 SOLID LID STA 34+26.89, 32.15' RT IE: 32.34 12" (SW) RIM: 35.38 SDCB 22 CB TYPE 1 TOP OF EX. GAS=32.27 BOTTOM=31.52 TOP OF EX. AC WTR=32.25 BOTTOM=30.91 STA 44+62.87, 19.92' LT IE: 33.63 12" (S) IE: 33.63 12" (N) RIM: 35.91 SDCB 60 CB TYPE 1 36.00 33.57 33.55 0.56% 35.41 32.44 33.00 0.48% 35.73 32.30 32.35 32.22 35.37 32.35 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 35.9246+0035.7435.4646+5035.7035.48STA 45+95.24, 13.79' RT IE: 33.34 12" (N) RIM: 35.41 SDCB 62 CB TYPE 1 STA 34+56.57, 34.83' RT IE: 33.19 12" (S) IE: 33.69 6" (N) TRANSITION TO 8" RIM: 35.36 SDCB 23 60" TYPE 2 CB 30 LF 12" DIP @ 0.50% 51 LF 8 " P I P E @ 2 . 7 7 % EX. 8" SANITARY SEWER STA 34+56.69, 18.24' LT IE: 32.27 8"CONC (NE) EXISTING IE: 32.17 8" CONC (S) EXISTING IE: 31.82 6" CONC (W) EXISTING IE: 31.22 12" (N) EXISTING RIM: 37.23 SDCB 39, EXISTING TYPE 2 CB 35.39 33.31 35.32 33.17 33.52 SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019. GARDEN AVENUE NORTH FRONTAGE IMPROVEMENTS C6.6NGRAPHIC SCALE 0 20 40 1" = 20 FEET 10 MATCH LINE STA 43+50 - SEE SHEET C6.5GARDEN AVENUE NORTH NORTH 4TH STREET4 C7.9 12' CONCRETE SIDEWALK PER COR STD. PLAN 102 CONCRETE CURB AND GUTTER PER COR STD. PLANS 101 AND 103 PRECAST FILTERRA UNITMUTCD R5-10a "BUS AND AUTHORIZED VEHICLE PARKING 5AM - 5PM", 30' O.C., TYP. BUS PARKING STALLS 1 1TED-40-3930R-393024 KEYNOTES CROSS WALK PUSH BUTTON FOR ACCESSIBLE PEDESTRIAN SIGNAL, SEE SIGNAL DESIGN FOR EXACT LOCATION. TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT, SEE DETAIL 4 ON SHEET C7.10, TYP. 1 2 4 C7.11 1 1 8/23/2019 T 29+74 30+00 26+0027+0036N 181190.3350 E 1301987.7010 1879 FOUND 2" BRASS DISK WITH PUNCH IN CASE STA: 29+98.65 = STA: 26+59.68 S89° 06' 10"E 521.91'N0° 54' 56"E749.92'FL: 35.33 FL: 35.26 MATCH EXIST. FL: 35.13 FL: 35.11 MATCH EXIST. FL: 35.59 MATCH EXIST. FL: 35.22 FL: 35.32 FG: 35.38 FL: 35.77 MATCH EXIST. TC: 35.82 TC: 35.70 FL: 35.23 FL: 35.43 FL: 35.35 FL: 35.29 FL: 35.14 MATCH EXIST. FL: 35.52 TC: 35.90 MATCH EXIST. TC: 35.90 MATCH EXIST. TC: 35.70 FL: 35.42 FL: 34.97 FL: 35.38 FL: 35.18 FL: 35.26 FG: 35.54 FL: 35.46 FL: 35.01 R25.0' R25.0'R25.0'R25.0'R25.0' R25.0' STA:30+53.88, 47.00'RT STA:30+57.22, 46.48'LT TC: 35.46 MATCH EXIST.TC: 35.14 TC: 35.67 MATCH EXIST. STA:26+28.13, 31.88'LT 6" FREESTANDING CURB TC: 35.45 TC: 35.87 TC: 35.62 TC: 35.64 MATCH EXIST. TC: 35.73 TC: 35.85 MATCH EXIST. TYPICAL ALL FOUR ROADS, THERMOPLASTIC / PAINTED CROSSWALK SEE DETAIL 3 ON SHEET C7.11 PERPENDICULAR CURB RAMP, SEE DETAIL 2 ON SHEET C7.12 (TYP.) FL: 35.40 FG: 35.51 FG: 35.51 FG: 35.46 FG: 35.49 FG: 35.41 TC: 35.66 FL: 35.02 FG: 35.42 FG: 35.479.18%8.20% 3.09% 5.07% EG: 35.69 EG: 35.71 EG: 35.74 0.93%6.07% FL: 35.58 TC: 36.08 2.05%0.57% FL: 35.77 TC: 35.74 TC: 35.97 FL: 35.641.50%1.26% 2.73 % FL: 35.45 T 46+0046+8534+00 34+96S89° 06' 10"E 521.91'N1° 02' 58"E737.40' STA: 34+43.80 = STA: 46+60.03 N 181183.3639 E 1302432.7952 508 FOUND 2" BRASS DISK WITH PUNCH IN CASE FG: 35.58 MATCH EXIST. FG: 35.65 MATCH EXIST. FG: 35.47 MATCH EXIST. FG: 35.73 MATCH EXIST. FL: 35.44 MATCH EXIST.FL: 35.45 FL: 35.44 FL: 35.38 FG: 35.61 FL: 35.43 FL: 35.43 FL: 35.47 FL: 35.59 MATCH EXIST. FG: 35.60 FG: 35.63 PT STA:45+92.93 16.12' RT PC STA:45+97.07 14.12' RT PT STA:46+08.41 11.45' RT PC STA:46+15.71 11.48' RT R20.0' R25.0' R25.0' STA:46+15.64, 31.47'RT STA:45+81.60, 6.17'LT R25.0' R25.0' STA:45+85.03, 4.00'RT STA:46+12.93, 38.00'LT FG: 35.51 MATCH EXIST. FG: 35.47 MATCH EXIST. FG: 35.40 MATCH EXIST. FG: 35.97 FG: 36.02 FG: 36.05 FG: 35.74 FG: 35.72 FG: 36.02 FG: 35.91 FG: 35.89 FG: 35.96 FG: 35.93 FG: 35.58 FG: 35.59 FL: 35.39 FL: 35.42 FL: 35.46 FL: 35.50 FL: 35.48 FL: 35.60 FL: 35.65 FL: 35.68 PC STA:45+85.03 21.00' LT PT STA:45+96.36 18.28' LT PC STA:46+01.41 15.72' LT PT STA:34+04.90 22.04' RT NEW 12" CPEP S IE=31.22 SDCB 23 SDCB 22 36 TC: 36.03 STA:46+08.32, 36.45'RT FG: 35.42 FL: 35.40 FL: 35.44 TYPICAL ALL FOUR ROADS, THERMOPLASTIC/PAINTED CROSSWALK SEE DETAIL 3 ON SHEET C7.11 TC: 35.91 TC: 35.86 TC: 35.94 TC: 36.13 TC: 35.73 2.94% 5.4 5 %2.99%6.11%6.54%4.76%0.96% PERPENDICULAR CURB RAMP, SEE DETAIL 2, SHEET C7.12 (TYP.)FG: 35.90 FG: 35.94 FG: 35.96 FG: 35.95 FG: 35.50 FG: 35.47 FG: 35.60 FL: 35.57 TC: 35.76 MATCH EXIST. SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019. NORTH INTERSECTION IMPROVEMENTS C6.7 N NORTH 4TH STREETPARK AVENUE NORTHNORTH 4TH STREET GARDEN AVENUE NORTH1 1"=10' NORTH 4TH STREET AND PARK AVENUE NORTH INTERSECTION IMPROVEMENTS 2 1"=10' NORTH 4TH STREET AND GARDEN AVENUE NORTH INTERSECTION IMPROVEMENTS GRAPHIC SCALE 0 10 1" = 10 FEET 5 BEGIN IMPROVEMENTS AT NEAREST JOINT.TED-40-3930R-393025 1.PROVIDE SKID PROOF LIDS FOR ALL STRUCTURES WITHIN RAMPS AND WALKWAYS. STRUCTURES SHALL BE ADJUSTED TO FINISHED GRADES. 2.ALL TRAFFIC LOOPS WITHIN REPAVED AREAS OR THAT ARE DAMAGED DUE TO CONSTRUCTION ACTIVITIES SHALL BE REPLACED. 3.SCHOOL AHEAD SIGN PER MUTCD FIGURE 7B-5 IN ADVANCE OF THE SCHOOL SPEED / RADAR SIGNS. SEE SIGNAL PLANS FOR LOCATIONS. GENERAL NOTES: KEY NOTES MUTCD S1-1 "SCHOOL" SIGN TYPICAL, ALL FOUR LOCATIONS. COORDINATE THE EXACT SIGN LOCATION WITH THE CITY OF RENTON. CROSSWALK ARROW PER MUTCD W16-7. 1 1 1 1 1 1 1 1 1 1 1 1 1 8/23/2019 T T 10+00 20+00N 180530.7400 E 1301977.1589 FOUND 2" BRASS DISK WITH PUNCH IN CASE STA: 9+96.43 = STA: 20+00.00 N0° 54' 56"E749.92'S89° 03' 29"E 562.99' FG: 37.20 FG: 37.05 FG: 37.44 FG: 37.53 FG: 37.55 FG: 37.58 FG: 37.56 FG: 37.17 FG: 37.02 FG: 37.42 FG: 37.66 FG: 37.67 FG: 37.76 FG: 37.75 FG: 37.96 FG: 37.98 FG: 37.94 FG: 37.91 FG: 37.94 TC: 38.06 FL: 37.63 FL: 37.65 FL: 37.65 FL: 37.65FG: 37.58 MATCH EXIST. FG: 37.62 MATCH EXIST. R25.0' STA:10+43.41, 30.95' LT PC STA:10+54.88 8.73' LT FL: 36.93 PT STA:20+30.92 22.00' RT 38 FL: 37.32 FL: 37.37 FL: 37.77 FL: 37.82FL: 37.82 FL: 37.75 FL: 37.31FL: 37.34 FL: 37.2 MATCH EXIST. FG: 36.91 MATCH EXIST. FG: 37.54 MATCH EXIST. FL: 36.87 FL: 36.86 TC: 37.20 MATCH EXIST. TC: 37.26 MATCH EXIST. FG: 36.91 MATCH EXIST. FG: 37.58 MATCH EXIST. TYPICAL ALL FOUR ROADS, THERMOPLASTIC/PAINTED CROSSWALK SEE DETAIL 3 ON SHEET C7.11 FG: 37.89 MATCH EXIST. FG: 37.76 MATCH EXIST. 6.28%5.96% 4.81%5.22%6.40%7.60%BC: 37.44 BC: 37.46 TC: 37.47 FL: 36.96 TT 14+00 14+94 39+4840+00N 180523.4480 E 1302420.7060 FOUND 2" BRASS DISK WITH PUNCH IN CASE STA: 14+40.03 = STA: 40+00.00 S89° 03' 29"E 562.99'N1° 02' 58"E737.40'FG: 38.09 MATCH EXIST. FG: 38.21 MATCH EXIST. FG: 38.24 MATCH EXIST. FG: 38.27 MATCH EXIST. FG: 38.05 MATCH EXIST. FG: 37.96 MATCH EXIST. FG: 37.68 MATCH EXIST. FG: 37.49 MATCH EXIST. FG: 37.66 MATCH EXIST. FG: 37.85 MATCH EXIST. FL: 38.00 FL: 37.99 FL: 37.95 FL: 37.91 FL: 37.83 FL: 37.83 FL: 37.82 FL: 37.83 FL: 37.55 MATCH EXIST. FL: 38.00 MATCH EXIST. FG: 38.04 FG: 38.19FG: 38.13 FG: 37.99 FG: 38.48 FG: 38.50 FG: 38.42 FG: 38.43 FG: 37.97 FG: 37.87 FG: 38.25 FG: 38.29 FG: 38.27FG: 38.24 FG: 37.98 FG: 37.85 R25.0' R25.0' R25.0' STA:40+41.73, 34.78' RT STA:40+40.50, 34.79' RT FG: 38.78 FG: 38.81 FG: 38.83FG: 38.76 TC: 38.96 FG: 38.53 FG: 38.44FG: 38.41 FG: 38.56 FG: 38.68 FG: 38.81 FG: 38.51 FG: 38.45 FG: 38.50 FG: 38.55 FG: 38.16 FG: 38.21 FL: 37.99 FL: 38.04 FL: 37.98 FL: 38.07 FG: 38.06 TC: 38.02 TC: 38.56 FG: 38.28 FG: 38.04 FG: 38.09 FL: 38.48 FL: 38.43FL: 38.40 FL: 38.32 PC STA:14+75.13 15.44' LT PT STA:40+53.03 12.48' RT R25.0' R25.0' R25.0' STA:40+41.88, 38.00' LT STA:13+63.09, 7.00' RT PT STA:40+30.83 13.00' LT FL: 38.07 FL: 37.98 FL: 37.94 FL: 37.92 MATCH EXIST. FG: 38.48 MATCH EXIST. FG: 38.48 MATCH EXIST. R15.0' STA:39+64.67, 33.23' RT R15.0' FG: 38.38 MATCH EXIST. FG: 38.04 MATCH EXIST. FG: 37.92 MATCH EXIST. FL: 37.99 MATCH EXIST. FL: 37.78 TC: 38.46 MATCH EXIST. FL: 38.01 FL: 37.94 FG: 38.5 MATCH EXIST. FG: 38.5 MATCH EXIST. FG: 38.03 TYPICAL ALL FOUR ROADS, THERMOPLASTIC/PAINTED CROSSWALK SEE DETAIL 3 ON SHEET C7.112.81%7.53%FL: 37.92 MATCH EXIST. TC: 38.36 MATCH EXIST. FL: 38.10 TC: 38.44 FG: 38.04 FG: 38.04 FL: 37.83 FL: 37.77 MATCH EXIST. TC: 38.34 MATCH EXIST. FG: 38.09 FG: 38.04 FG: 37.99 MATCH EXIST.FG: 38.01 MATCH EXIST. FG: 37.78 MATCH EXIST.FG: 38.32 MATCH EXIST. 7.13% PC STA:14+18.65 32.61' RTFL: 37.79 FG: 37.97 FL: 37.840.14%6.23%0.32% EG SLOPE 6.09%3.56%0.31%EG SLOPEFL: 37.89 FG: 38.72 FG: 37.92 FG: 37.91 0.50% SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019. SOUTH INTERSECTION IMPROVEMENTS C6.8 N GRAPHIC SCALE 0 10 20 1" = 10 FEET 5 NORTH 3RD STREETPARK AVENUE NORTHNORTH 3RD STREET GARDEN AVENUE NORTH1 1"=10' NORTH 3RD STREET AND PARK AVENUE NORTH INTERSECTION IMPROVEMENTS 2 1"=10' NORTH 3RD STREET AND GARDEN AVENUE NORTH INTERSECTION IMPROVEMENTS PERPENDICULAR CURB RAMP 2 C7.12 PARALLEL CURB RAMP 1 C7.12 PERPENDICULAR CURB RAMP 2 C7.12 PARALLEL CURB RAMP1 C7.12 PERPENDICULAR CURB RAMP 2 C7.12 PERPENDICULAR CURB RAMP 2 C7.12 PERPENDICULAR CURB RAMP 2 C7.12 PARALLEL CURB RAMP 1 C7.12 1.PROVIDE SKID PROOF LIDS FOR ALL STRUCTURES WITHIN RAMPS AND WALKWAYS. STRUCTURES SHALL BE ADJUSTED TO FINISHED GRADES. 2.ALL TRAFFIC LOOPS WITHIN REPAVED AREAS OR THAT ARE DAMAGED DUE TO CONSTRUCTION ACTIVITIES SHALL BE REPLACED. 3.SCHOOL AHEAD SIGN PER FIGURE MUTCD 7B-5 IN ADVANCE OF THE SCHOOL SPEED / RADAR SIGNS. SEE SIGNAL PLANS FOR LOCATIONS. GENERAL NOTES: KEY NOTES MUTCD S1-1 "SCHOOL" SIGN TYPICAL, ALL FOUR LOCATIONS. COORDINATE THE EXACT SIGN LOCATION WITH THE CITY OF RENTON. CROSSWALK ARROW PER MUTCD W16-7. NEW SIGNAL TYPE 2, JUNCTION BOX W/ NON-SKID LID, MATCH PROPOSED ELEVATION 37.99 ADJUST EXISTING COMMUNICATION MANHOLE RIM FINISHED GRADE TO MATCH PROPOSED ELEVATION 37.97 ADJUST EXISTING WATER METER BOX, REPLACE LID WITH A NON SLIP LID, MATCH PROPOSED GRADE, 38.34 RESTORE SIDEWALK, CURB AND GUTTER TO THE NEXT JOINT. RESTORE SIDEWALK, CURB AND GUTTER TO THE NEXT JOINT LOCATED HERE. 1 2 3 4 5 6 1 1 1 1 1 1 1 1TED-40-3930R-393026 1 1 1 1 1 23 4 6 6 6 6 6" TRANSITION TO FULL 6" FREE STANDING CURB. SIDEWALK BEHIND CURB TO BE AT ROAD GRADE. 8/23/2019 TTTPARK AVE NN 3RD STREETCL PARK AVE STA: 20+00 = CL N 3RD STREET STA: 9+96.42 20+00 8+0010+00THERMOPLASTIC TYPE 2L LEFT TURN ARROW PER WSDOT M-24.20-02 THERMOPLASTIC SHALL CONTAIN 3M SERIES WET DRY ELEMENT SEE DETAIL 1 ON THIS SHEET ON EXISTING OVERHEAD POLE AND WIRE REMOVE EXISTING R3-6 SIGN. INSTALL R3-5 SIGN. THERMOPLASTIC TYPE 2L LEFT TURN ARROW PER WSDOT M-24.20-02 THERMOPLASTIC SHALL CONTAIN 3M SERIES WET DRY ELEMENT SEE DETAIL 1 ON THIS SHEET LEFT LANE MUST TURN LEFT SIGN PER MUTCD R3-7L, SIGN INSTALLATION PER DETAILS ON SHEET C7.11 MUTCD S1-1 "SCHOOL" SIGN WITH ARROW TO CROSSWALK PER MUTCD W 16-7 PER DETAIL 1 ON SHEET C6.8 THERMOPLASTIC TYPE 2L LEFT TURN ARROW PER WSDOT M-24.20-02 THERMOPLASTIC SHALL CONTAIN 3M SERIES WET DRY ELEMENT SEE DETAIL 1 ON THIS SHEET APPROACH LINE PER CITY OF RENTON STANDARD PLAN H0002 ON THIS SHEET LEFT LANE MUST TURN LEFT SIGN PER MUTCD R3-7L, SIGN INSTALLATION PER DETAILS ON SHEET C7.11 BEGIN WHITE PAINT ON FACE OF CURB END WHITE PAINT ON FACE OF CURB 20.00' 20.00' BEGIN APPROACH LINE MUTCD S1-1 "SCHOOL" SIGN WITH ARROW TO CROSSWALK PER MUTCD W 16-7 PER DETAIL 1 ON SHEET C6.8 MUTCD S1-1 "SCHOOL" SIGN WITH ARROW TO CROSSWALK PER MUTCD W 16-7 PER DETAIL 1 ON SHEET C6.8 MUTCD S1-1 "SCHOOL" SIGN WITH ARROW TO CROSSWALK PER MUTCD W 16-7 PER DETAIL 1 ON SHEET C6.8 MUTCD S1-1 "SCHOOL" SIGN WITH ARROW TO CROSSWALK PER MUTCD W 16-7 PER DETAIL 1 ON SHEET C6.8 SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019.NGRAPHIC SCALE 0 20 40 1" = 20 FEET 10 OFF-SITE SIGNAGE PLAN C6.10 1.THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF RENTON TRANSPORTATION MAINTENANCE DEPARTMENT FOR THE EXACT LOCATIONS OF ALL SIGNS. 2.THE CONTRACTOR SHALL TRIM ALL TREES ADJACENT TO NEW SIGNS TO PROVIDE SIGHT DISTANCE AS REQUIRED BY THE CITY OF RENTON. 3.THE CONTRACTOR SHALL PROVIDE PRIVATE UTILITY LOCATES AT THE LOCATIONS OF SIGNS. ADJUST THE LOCATIONS OF NEW FEATURES TO ENSURE CONFLICT WITH UTILITIES DOES NOT OCCUR. GENERAL NOTES: 8' - 0"2' - 8"3' - 0"1' - 0"8"8"2' - 4"1' - 6" ELLIPSE "A" AXIS 1' - 4" 1' - 2" 1' - 2" 10" ~ ELLIPSE "B" AXIS ELLIPSE "A" ELLIPSE "B" CENTER POINT OF ELLIPSES MARKING AREA 7.73 SQ.FT. GRID IS 4" (IN) SQUARE SYMBOL & LANE 3' - 8"ELLIPSE "A" AXIS2' - 0"ELLIPSE "B" AXIS1 NOT TO SCALE TYPE 2SL (LEFT) TRAFFIC ARROW 8/23/2019 T T 30+00 32+00 34+00 26+0046+00CL N 4TH ST STA: 29+98.65 = CL PARK AVE STA: 26+59.68 CL N 4TH ST STA: 34+43.80 = CL GARDEN AVE N STA: 46+60.03 PARK AVE NGARDEN AVE NN 4TH STREET LANE LINE PER CITY OF RENTON STANDARD PLAN H0002 ON SHEET C6.10 11' ± STA:34+07.88, 11.11' RT END LANE LINE STA:30+62.89, 10.95' RT BEGIN LANE LINE SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019. N GRAPHIC SCALE 0 20 40 1" = 20 FEET 10 OFF-SITE STRIPING PLAN C6.11 8/23/2019 SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019.MIN.16"MAX.12" OUTLET PIPE PIPE SUPPORT(S): 3" X .090"2'-6" MIN.6"2'-0" MIN.ROUND SOLID COVER WITH LOCKING BOLTS. FRAME & LADDER OR STEPS OFFSET. SEE NOTE 8. FRAME & COVER ELEV. PER PLAN. STEPS OR LADDER ELEV.= ____ MIN.4"MIN.INLET PIPE IE= ____ IE= ____ MANHOLE TYPE 2 PLAN 6" MAX. NOTES: 1'-0"2'-0" MIN.CLEANOUT GATE: SHEAR GATE. SEE DETAIL 3 THIS SHEET. OVERFLOW ELEV.= ____ RESTRICTOR PLATE ORIFICE #1= ____ Ø ELEV.= ____ 1.PIPE SIZES AND SLOPES: PER PLANS. 2.OUTLET CAPACITY: NOT LESS THAN COMBINED INLETS. 3.EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS FOR CATCH BASIN TYPE 2, 60" MIN. DIAM. 4.PIPE SUPPORTS AND RESTRICTOR/SEPARATOR SHALL BE OF SAME MATERIAL, AND BE ANCHORED AT 3' MAX. SPACING BY 5/8" DIAM. STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED 2" IN WALL. 5.THE RESTRICTOR/SEPARATOR SHALL BE FABRICTED FROM 0.060" ALUMINUM, OR .064" ALUMINIZED STEEL, OR .064" GALVANIZED STEEL PIPE; IN ACCORDANCE WITH AASHTO M 36, M 196, M 197 AND M 274. GALVANIZED STEEL SHALL HAVE TREATMENT 1. 6.OUTLET SHALL BE CONNECTED TO STORM PIPE WITH A STANDARD COUPLING BAND FOR CORRUGATED METAL PIPE, OR GROUTED INTO THE BELL OF CONCRETE PIPE. 7.THE VERTICAL RISER STEM OF THE RESTICTOR/SEPARATOR SHALL BE THE SAME DIAM. AS THE HORIZONTAL OUTLET PIPE, WITH AN 12" MIN. DIAM. 8.FRAME AND LADDER OR STEPS OFFSET S0 THAT: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMB DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. 9.IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4". 10.MULTI-ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR ALL ON ONE SIDE OF RISER TO ASSURE LADDER CLEARANCE. 11.ACCESS OPENING SHALL BE CLEARLY MARKED WITH CONFINED SPACE WARNING IN ACCORDANCE WITH OSHA AND L&I REQUIREMENTS. ORIFICE #2= ____ Ø 6"ELBOW DETAIL NOT TO SCALE ORIFICE #2= ____"Ø ELEV.= ____ RIM ELEV.= ____ RISER 12"24" Ø IN12" OUT 2' MIN. 2"Ø AIR VENT IE= ____ EXTEND TO LANDSCAPE AREA FINISHED GRADE. 3.0' EL=____ CC 18"COVERMINI.EL=____ CROWN AT TYP NOTES: 1.REFER TO DETAIL 5, THIS SHEET, FOR DETENTION PIPE PLAN. 2.ALL TANKS CMPA, 3" X 1", (14 Ga.), AT S=0.0% 3.ACCESS RISERS ARE 36" CMP, SAME MATERIAL AS TANK, WELDED OR FUSED TO TANK. 4.ACCESS RISER SPACING IS 100' MAXIMUM. 5.ACCESS OPENING SHALL BE CLEARLY MARKED WITH CONFINED SPACE WARNING IN ACCORDANCE WITH OSHA AND L&I REQUIREMENTS. DD 6"MIN.SEE NOTE 5LEVEL LINEMAXIMUM OPENING OF GATE SIDE LIFT HANDLE LEVEL LINE FRONT NOTES: 1.SHEAR GATE SHALL BE ALUMINUM ALLOY PER ASTM B-26-ZG-32a OR CAST IRON ASTM A48 CLASS 30B AS REQUIRED. 2.GATE SHALL BE 8" DIAM. UNLESS OTHERWISE SPECIFIED. 3.GATE SHALL BE JOINED TO TEE SECTION BY BOLTING (THROUGH FLANGE), WELDING, OR OTHER SECURE MEANS. 4.LIFT ROD: AS SPECIFIED BY MFR. WITH HANDLE EXTENDING TO WITHIN ONE FOOT OF COVER AND ADJUSTABLE HOOK LOCK FASTENED TO FRAME OR UPPER HANDHOLD. 5.GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE MOVEMENT, STOP TAB, OR SOME OTHER DEVICE. 6.NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING FLANGE AND GATE FLANGE. 7.MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FIT. 8.FLANGE MOUNTING BOLTS SHALL BE 3/8" DIAM. STAINLESS STEEL. 9.ALTERNATE CLEANOUT/SHEAR GATES TO THE DESIGN SHOWN ARE ACCEPTABLE, PROVIDED THEY MEET THE MATERIAL SPECIFICATIONS ABOVE AND HAVE A SIX BOLT, 10 3/8" BOLT CIRCLE FOR BOLTING TO THE FLANGE CONNECTION. ALTERNATE SHALL BE REVIEWED AND APPROVED BY ENGINEER. HANDLE WITH LOCK PIN. ADJUSTABLE LOCK HOOK WITH LOCK SCREW. 1" ROD OR TUBING, VARIABLE LENGTH. LIFT HANDLE SHALL BE ATTACHED PER MANUFACTURER'S RECOMMENDATIONS. SIX EVENLY SPACED HOLES ON 10 3/8" BOLT CIRCLE FOR BOLTING TO FLANGE CONNECTION. 2"Ø AIR VENT CONNECT TO CONTROL MANHOLE IMPORTED STRUCTURAL FILL GRAVEL BACKFILL FOR PIPE ZONE BEDDING PER WSDOT SPECIFICATION 9-03.12(3), 95% COMPACTION; OR 3/8" WASHED GRAVEL FOR PIPE BEDDING PER AASHTO GRADATION NO. 8 0.5' DEAD STORAGE (TYP.) REMOVABLE WATER- TIGHT COUPLING MAX. W.S. SYSTEM 1 SYSTEM 2 SYSTEM 3 A SEE SHEET C3.1 SEE SHEET C3.2 SEE SHEET C3.1 B 33.75 35.06 34.58 C 31.87 32.95 32.96 D 2.80"1.44"0.60" E 30.75 31.60 32.08 F 5.25"2.44"0.88" G 28.75 29.60 30.08 H 34.50 35.00 33.40 I 30.75 31.60 32.08 A B C D E F G H I D C AA BB SYSTEM 1 SYSTEM 2 SYSTEM 3 AA 30.25 31.10 31.58 BB 33.75 35.10 34.58 CC 42"48"36" DD 36"36"24" ACCESS RISER PER 1 C7.2 3' (TYP)42" CMPA, 3" X 1", (14 Ga.), AT S=0.0% 36" CMPA, 3" X 1", (14 Ga.), AT S=0.0% (TYP) DETENTION SYSTEM 1 DETENTION SYSTEM 3 STORM DRAINAGE NOTES AND DETAILS I C7.1 60' 80' 68' 120' 48" CMPA, 3" X 1", (14 Ga.), AT S=0.0% DETENTION SYSTEM 2 1 CONTROL MANHOLE NOT TO SCALE 3 SHEAR GATE NOT TO SCALE 4 PIPE COMPACTION DESIGN AND BACKFILL (COR STD. PLAN 220.00) NOT TO SCALE 2 DETENTION PIPE SECTION NOT TO SCALE 5 DETENTION PIPE PLAN NOT TO SCALE 8" CPEP IE: 32.81 TYP.OR 36" Ø INTED-40-3930R-393027 8/23/2019 SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019.3'-0"INCREASE DEPTH AS REQUIRED TO MEET VERTICAL ELEVATION OF THE ACCESS RISER 12"6'-0"STEPS @ 12" O.C. LOAD TRANSFER SLAB 6" MIN. 6" MIN. 6'-0"2" CLR.CL 3'-8" 3'-0" PREFABRICATED LADDER (WSDOT STD. PLAN NO. B-30.90-01) ATTACH TO LOAD TRANSFER SLAB. TYPICAL FOR ALL PIPE TYPES PER PLAN EDGE OF SLAB SHALL EXTEND PAST EDGE OF TANK AND SHALL NOT REST ON PIPE BOLT-DOWN CIRCULAR FRAME AND COVER PER WSDOT STD PLAN B-30.70-03 4" STYROFOAM MAT CUTOUT @ LID OPENING CRUSHED SURFACING BASE P COURSE #5 @ 12" O.C. EACH WAY CONCRETE CONCRETE: 4000 PSI MIN. @ 28 DAYS 6 SACK MIX REBAR GRADE 60 36"Ø CMP RISER WELDED TO CMP DETENTION TANK FOR ADS N-12 PIPE, PROVIDE 36" RISER FUSED TO DETENTION TANK BY MANUFACTURER LADDER LATERAL SUPPORT SECURED TO PIPE OR RISER AS APPLICABLE, 4' MAX SPACING, MIN. 2 REQ'D 18" MAX 6" MIN NOTES: 1.LOAD TRANSFER SLAB IS REQUIRED ON RISERS LOCATED WITHIN PAVED AREAS. 2.LOAD TRANSFER SLAB SHALL BE OMITTED FROM RISERS LOCATED WITHIN RAINGARDEN AREAS. 3.ACCESS RISERS ARE SAME MATERIAL AS DETENTION TANKS. 4.ACCESS RISER SPACING IS 100' MAXIMUM. 5.ACCESS OPENING SHALL BE CLEARLY MARKED WITH CONFINED SPACE WARNING IN ACCORDANCE WITH OSHA REQUIREMENTS #5 @ 12" O.C. SHORT BARS TOP & BOTTOM (TYPICAL) (4) #5 TOP & BOTTOM LONG BARS (4) #5 TOP & BOTTOM LONG BARS #5 DIAGONALS TOP & BOTTOM HMA PAVEMENT CAST IRON RING AND LOCKING COVER 7-3/4" 15" 8-3/4" 7" 4" 1/8" RAISE - 1/2" WIDE BORDER 9" 10" 5/8" STORM SEWER 1" 1'-0" 12"Ø 4-3/4" 2'-0" DRILL AND TAP (SPLITTING THE SEAM) SET MADE BOLT- DOWN WITH 3/8" SS ALLEN- HEAD BOLTS - 2 PLACES STORM LETTERING "STORM" 1/2" NOTES: 1.PIPE MATERIAL PER PLAN. 2.PIPE DIAMETER PER PLAN. 3.ABS TO PVC USE PVC ADAPTOR OR FERNCO W/STAINLESS STEEL CLAMPS OR APPROVED EQUAL. 4.PVC TO CAST IRON OR CONCRETE USE FERNCO W/STAINLESS STEEL CLAMPS OR APPROVED EQUAL. PROVIDE WATER TIGHT PLUG FIBRE JOINT PACKING 45° (1/8) BEND 3000 psi CLASS C CONCRETE (TYP) SURFACE WATER STANDARD PLAN NOTES AND CONSTRUCTION SEQUENCE 1.THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 2.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 3.ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4.APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 5.A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6.GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. 7.IT SHALL BE THE APPLICANT’S/CONTRACTOR’S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF-SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8.FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 9.DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 10.ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 11.ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 12.OPEN CUTTING OF EXISTING ROADWAYS FOR NON-FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. 13.ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 14.ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 15.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS “C”, WITH THE EXCEPTION OF PVC PIPE. 16.STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 17.ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 18.BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. 19.ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 20.ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 21.ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS-BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 22.DRAINAGE OUTLETS (STUB-OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB-OUTS SHALL CONFORM TO THE FOLLOWING: a.EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE-FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. b.OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT-HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN". THE STUB-OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. c.PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. d.PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. e.THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB-OUT CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). f.ALL INDIVIDUAL STUB-OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. g.STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. 23.ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24.PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25.ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 26.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THEPERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 27.PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). STORM DRAINAGE NOTES AND DETAILS II C7.2 1/2" RADIUS BULLNOSE EDGE TYP. 4 SIDES 2 STORM DRAIN CLEANOUT NOT TO SCALE 1 DETENTION PIPE ACCESS RISER - TRAFFIC BEARING NOT TO SCALE 2.0' 4-3/4" 1.0' 2.0' 4-3/4" 1.0' LANDSCAPE AREAS: SET TOPS AT OR JUST ABOVE GRADE. SIDEWALK AREAS: SET TOPS OF CLEANOUTS BENEATH UTILITY BOX WITH TRAFFIC RATED, LOCKABLE LID SET FLUSH WITH WALKWAY. FLOW PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS FLOW SEE PLAN FOR DIAMETER SIZE CAST IRON RING AND COVER PER CLEANOUT DETAIL 2 C7.2 3 NOT TO SCALE TWO-WAY CLEANOUTTED-40-3930R-393028 8/23/2019 SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019. ROOF DOWNSPOUT SEE ARCHITECTURAL DETAILS. 4"FINISH GRADE 8" PVC SCH 40 TYP. 2" MIN. 6" PVC CAP CUT HOLE TO ALLOW DOWNSPOUT TO PENETRATE WITH 1/8" CLEARANCE. FOOTING SUBDRAIN 1.00% MIN. 8" PVC CLEANOUT2 C7.2 SURFACE SEAL; NATIVE SOIL OR OTHER LOW PERMEABILITY MATERIAL. GRAVEL BACKFILL FOR DRAINS; WSDOT STANDARD SPECIFICATIONS, SECTION 9-03.12(4), FOUNDATION STRUCTURE DRAIN PIPE; PERFORATED OR SLOTTED RIGID PVC PIPE LAID WITH PERFORATIONS OR SLOTS FACING DOWN; TIGHT JOINTED; WITH A POSITIVE GRADIENT. DO NOT USE FLEXIBLE CORRUGATED PLASTIC PIPE. DO NOT TIE BUILDING DOWNSPOUT DRAINS INTO FOOTING LINE. GEOTEXTILE FABRIC 6" MINIMUM DIA, 12" MIN BELOW BASE OF INTERIOR SLAB PER FOUNDATION DETAILSFOUNDATION DESIGN PER LANDSCAPE AND STRUCTURAL PLANS AND DETAILS 1 FOOTING DRAIN NO SCALE 2" MIN 4" MAX 18" MIN 2" MIN PROVIDE FITTINGS AS REQUIRED.BUILDING FOUNDATION SEE STRUCTURAL DETAILS WALL, SEE STRUCTURAL DETAILS. STORM DRAINAGE NOTES AND DETAILS III C7.3STORM DRAINAGE NOTES AND DETAILS III C7.3 2 DOWNSPOUT CONNECTION NO SCALE SECTION VIEW AA Design Criteria: INLET A PLAN VIEW Notes: OUTLET A DETAIL 1 Items Shown Are Subject To Change Without Notice Issue Date: August 2012 Mailing Address PO Box 588 Auburn, WA 98071 Phone:800-892-1538 Fax:253-735-4201 Email:opauburn@oldcastle.com Delivering Reliability opauburn.com 116 SCALE: 3/8"=1'-0" GREASE ITERCEPTOR SINGLE VAULT SYSTEM 600-7000 Gallon System GREASE WASTE FIXTURE UNITS = FROM 2012 UPC, 1,000 GALLONS REQUIRED. 3 1000 GAL.GREASE INTERCEPTOR NO SCALE WASHED PEA GRAVEL 4 REDUCED PRESSURE BACKFOW ASSEMBLY IN HOT BOX (COR STD. PLAN 350.2) NO SCALE PROPOSED ROOF DRAIN "ZURN Z-886" TRENCH DRAIN OR APPROVED EQUAL. TRENCH DRAIN AND GRATE SHALL BE RATED FOR HS-20 LOADING. 6"Ø PVC PIPE, TO CATCH BASIN 1.2' 4"4" 3000 PSI CONCRETE DEPTH VARIES 4" GRATE SHALL BE CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR STEEL, SHALL BE NON-SLIP, SHALL BE ADA-COMPLIANT, AND SHALL BE RATED FOR H-20 LOADING. 5 TRENCH DRAIN NO SCALE GEOTEXTILE FABRIC 2.0' 3.50' 0.50' 0.50' 6.0'TED-40-3930R-393029 W-393003WTR-27-39308/23/2019 MEDIA BAY 4'-0"CURB INLETOPENINGVAULT LENGTH 2'-0" AA PLAN VIEW CLEAN OUT FRAME AND COVER CAST INTO TOP SLAB TOP SLAB TERRAFLUME TRAY WITH BYPASS STUB SECTION A-A 21" FILTERRA MEDIA 6" UNDERDRAIN STONE LAYER 3" MULCH LAYER OUTLET PIPE BY OTHERS (LOCATION VARIES)VAULTWIDTHUNDERDRAIN FLOWKIT CURB NOT BY CONTECH JUNCTION CHAMBER JUNCTION CHAMBER 3'-5"FLOWFLOWUNDERDRAIN TERRAFLUME TRAY WITH BYPASS STUB CURB AND GUTTER, TYP. (NOT BY CONTECH) SEE FILTERRA w/ TERRAFLUME CURB INLET DETAIL SHEET STREET TREE FRAME AND GRATE CAST INTO TOP SLAB PLANT PROVIDED BY CONTECH 24" ACCESS COVER AND FRAME CAST INTO TOP SLAB 24" ACCESS Ø2" IRRIGATION PORT, TYP. 3 PLACES 4'-012"STRUCTUREINVERTTO TOP3'-1112"UNDERDRAININVERTTO TOP4'-612"MEDIA BAY 4' CURB INLET OPENING VAULT LENGTH 2'-0" AA CURB NOT BY CONTECH TREE FRAME AND GRATE CAST INTO TOP SLAB CLEAN OUT FRAME AND COVER CAST INTO TOP SLAB TOP SLAB BYPASS PIPE TERRAFLUME TRAY WITH BYPASS STUB SECTION A-A 21" FILTERRA MEDIA PROVIDED BY CONTECH 6" UNDERDRAIN STONE LAYER PROVIDED BY CONTECH 3" MULCH LAYER PROVIDED BY CONTECH OUTLET PIPE NOT BY CONTECH (LOCATION VARIES) PLAN VIEWVAULTWIDTH BYPASS/UNDERDRAIN FLOWKIT PROVIDED BY CONTECH JUNCTION CHAMBER JUNCTION CHAMBER 3'-5"FLOWFLOW PLANT PROVIDED BY CONTECH UNDERDRAIN BYPASS 24" ACCESS 24" ACCESS COVER AND FRAME CAST INTO TOP SLAB Ø2" IRRIGATION PORT, TYP. 2 PLACES 4'-012"STRUCTUREINVERTTO TOP3'-1112"BYPASS/UNDERDRAININVERTTO TOP4'-612"ALTERNATE ORIENTATION UD BP ALTERNATE ORIENTATION UD BP SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019. FILTERRA DETAILS C7.4 800-526-3999 513-645-7000 513-645-7993 FAX 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069THIS PRODUCT MAY BE PROTECTED BY ONE OR MORE OF THE FOLLOWING U.S. PATENTS: 5,788,848; 6,641,720; 6,511,595; 6,581,783; RELATED FOREIGN PATENTS, OR OTHER PATENTS PENDING. * DIMENSIONS MAY VARY ± 12" DEPENDING ON PRECASTER BUILD CONFIGURATION. FTIBC-C LONG SIDE CURB INLET DESIGNATION (LONG SIDE) SIZE (MEDIA BAY) VAULT LENGTH VAULT WIDTH MAX. BYPASS PIPE SIZE MAX. BYPASS FLOW (CFS) UNDERDRAIN PIPE DIA. (PERF.) TREE GRATE QTY. & SIZE FTIBC-C1006 10' x 6'12'-0"6'-0"10" SDR 35 2.37 6" SDR 35 (1) 4' x 4' FTIBC-C1206 12' x 6'14'-0"6'-0"10" SDR 35 2.37 6" SDR 35 (2) 4' x 4' INTERNAL PIPE CONFIGURATION MAY VARY DEPENDING ON VAULT SIZE FTIBC-C SHORT SIDE CURB INLET DESIGNATION (SHORT SIDE) SIZE (MEDIA BAY) VAULT LENGTH VAULT WIDTH MAX. BYPASS PIPE SIZE MAX. BYPASS FLOW (CFS) UNDERDRAIN PIPE DIA. (PERF.) TREE GRATE QTY. & SIZE FTIBC-C0404 SS 4' x 4'6'-0"4'-0"6" SDR 35 1.42 4" SDR 35 (1) 3' x 3' FTIBC-C0606 SS 6' x 6'8'-0"6'-0"10" SDR 35 2.37 4" SDR 35 (1) 3' x 3' INTERNAL PIPE CONFIGURATION MAY VARY DEPENDING ON VAULT SIZE The design and information shown on this drawing is provided as a service to the project owner, engineer and contractor by Contech Engineered Solutions LLC or one of its affiliated companies ("Contech"). Neither this drawing, nor any part thereof, may be used, reproduced or modified in any manner without the prior written consent of Contech. Failure to comply is done at the user's own risk and Contech expressly disclaims any liability or responsibility for such use. If discrepancies between the supplied information upon which the drawing is based and actual field conditions are encountered as site work progresses, these discrepancies must be reported to Contech immediately for re-evaluation of the design. Contech accepts no liability for designs based on missing, incomplete or inaccurate information supplied by others. 1 LONG SIDE CURB INLET NOT TO SCALE 2 SHORT SIDE CURB INLET NOT TO SCALE 3 FILTERRA WITH TERRAFLUME CURB INLET NOT TO SCALETED-40-3930R-393030 8/23/2019 SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019. NOTE: ONLY WORK REQUIRED TO INSTALL THE CONCRETE PAD SHOWN BY THE DETAIL IS REQUIRED. 1 CONNECTION TO WATER MAIN WITH TAPPING TEE AND VALVE (COR STD. PLAN 300.1) NOT TO SCALE 1.ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2.THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 3.ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555. 4.AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE-CONSTRUCTION MEETING. 5.DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6.ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH-ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS. 7.CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE INACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA C110-A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 8.GATE VALVES SHALL BE IRON BODY, BRONZED-MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. 9.FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 10.THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 11.THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 12.FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-655 SAFETY YELLOW OR APPROVED EQUAL. 13.PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 14.FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 15.ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. 16.ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING “PIGS” PRIOR TO DISINFECTION. THE “POLY PIGS” SHALL BE GIRARD INDUSTRIES AQUA SWAB-AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF “PIG” ONLY. 17.“PIGS” SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 18.ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 19.ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. 20.A PRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 21.TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 22.IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 23.INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 24.ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON-SITE PRIOR TO CITY NOTIFICATIONS. 25.INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS-BUILT DRAWINGS. 26.CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW-OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 27.ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 28.ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 29.A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL 30.FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. 3 WATER PLAN GENERAL NOTES (COR STD. PLAN 300.0) NOT TO SCALE WATER UTILITY NOTES AND SPECIFICATIONS WATER NOTES AND DETAILS I C7.5 2 FIRE HYDRANT ASSEMBLY (COR STD. PLAN 310.1) NOT TO SCALE W-393004WTR-27-39308/23/2019 SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019. 1 CONCRETE BLOCKING FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS (COR STD. PLAN 330.2) NOT TO SCALE 2 CONCRETE BLOCKING FOR VERTICAL FITTINGS (COR STD. PLAN 330.3) NOT TO SCALE 3 SHACKLE RODS AND TIE BOLTS (COR STD. PLAN 330.5) NOT TO SCALE 4 DOUBLE CHECK DETECTOR CHECK ASSEMBLY WITH STANDPIPE OUTSIDE INSTALLATION (COR STD. PLAN 360.2) NOT TO SCALE WATER NOTES AND DETAILS II C7.6WTR-27-3930W-393005 8/23/2019 SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019. 1 WATER SERVICE LOCATED IN PLANTING STRIP (COR STD. PLAN 320.2) NOT TO SCALE 2 COMPOUND DOMESTIC WATER METER ASSEMBLY (COR STD. PLAN 320.4) NOT TO SCALE 3 DOUBLE CHECK VALVE ASSEMBLY FOR IRRIGATION (COR STD. PLAN 340.8) NOT TO SCALE WATER NOTES AND DETAILS III C7.7 2.0' 24" 48" 30" 6"6" 3" 6" 12" 1.ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2.THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 3.ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555. 4.AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE-CONSTRUCTION MEETING. 5.DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6.ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH-ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS. 7.CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA C110-A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 8.GATE VALVES SHALL BE IRON BODY, BRONZED-MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). UTILITY SPECIFICATIONS VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. 9.FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 10.THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 11.THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 12.FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 3-655 SAFETY YELLOW OR APPROVED EQUAL. 13.PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 14.FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS,LATEST REVISION. 15.ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. 16.ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING “PIGS” PRIOR TO DISINFECTION. THE “POLY PIGS” SHALL BE GIRARD INDUSTRIES AQUA SWAB-AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF “PIG” ONLY. 17.“PIGS” SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 18.ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON UTILITY SPECIFICATIONS STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 19.ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. 20.A PRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 21.TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 22.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 23.INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 24.ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON-SITE PRIOR TO CITY NOTIFICATIONS. 25.INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS-BUILT DRAWINGS. 26.CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW-OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 27.ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 28.ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 29.A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. * 30.FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. GENERAL WATER NOTES 4 RECTANGULAR VANED GRATE (COR STD. PLAN 204.20) NOT TO SCALEWTR-27-3930W-393006 8/23/2019 SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019. COMPACTED SUBGRADE TO 95% CRUSHED SURFACING BASE COURSE PER WSDOT 9.03-9(3) HMA CLASS 3/8", PG 64-22 4" CLASS 4000 CEMENT CONCRETE PAVEMENT 2.5"8"NOTES: 1.DEPTHS ARE COMPACTED THICKNESS. 2.DUMMY JOINTS CONSISTING OF 3/16" BE 2" PREMOLDED JOINT MATERIAL SHALL BE PLACED AT MAXIMUM 18 FOOT INTERVALS. 3.PROVIDE A TOOLED CONSTRUCTION JOINT AT MAXIMUM 6 FOOT INTERVAL. 4.THE CONTRACTOR SHALL EXPOSE EXISTING FILL, PROOF ROLL AND COMPACT TO 95%. IF YIELDING CONDITIONS ARE ENCOUNTERED, YIELDING MATERIALS SHALL BE REPLACED WITH IMPORTED STRUCTURAL FILL MATERIAL. THE DEPTH OF MATERIAL REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER. CLASS 4000 CEMENT CONCRETE PAVEMENT 4" 8" NOTES: 1. SUBGRADE COMPACTION FOR CONCRETE CURB AND WALKS SHALL BE 95% OF MAXIMUM DENSITY. 2. EXPANSION JOINTS CONSISTING OF 3/16" BY 2" PREMOLDED JOINT MATERIAL SHALL BE PLACED AT 16 FOOT INTERVALS. 3. PROVIDE INTERMEDIATE TOOLED CONTRACTION JOINTS WITH SHINER AT 4 FOOT INTERVALS. 4. WALK SHALL BE BROOM FINISHED WITH 4" TROWELED EDGES. COORDINATE WITH ARCHITECT TO VERIFY FINISH MATCHES EXISTING WALKS. COMPACTED SUBGRADE PAVEMENT 0"-6"1" R SEE ARCHITECT PLANS FOR CONSTRUCTION JOINT LAYOUT 2% SLOPE MAX (1/4" DROP PER 1') CEMENT CONCRETE, CLASS 4000 6" 2"TOOLED JOINT 10" MIN.NON-SHRINK GROUT 3:1 SAND & CEMENT (2) #6 BARS 9" 6'-0" 1" DIA HOLES 2" CLEARANCE (TYP) 4 1/2" (2) 3/4 BARS 10" MAX. 6" MIN. 3" MIN.GROUT 1" DEPTH NOTES: REFER TO PLAN FOR LOCATION OF WHEEL STOPS. PROPOSED GRADE AT FLOOR OF PARKING SPACE MIN.8"MIN. PERMIT REQUIREDSTATE DISABLED PARKING PARKING RESERVED PARKING RESERVED CONCRETE 2" DIA GIP SCH 40 18"2.5'4"BOTTOM OF SIGN 5'1'-0" R7-8a SIGN AT VAN ACCESSIBLE STALL 12" 8" CRUSHED SURFACING BASE COURSE 6"1" R (TYP) 2-1/2"5"1"2-1/2"6"10" ADHESIVE, SEE NOTE NOTE: THE ADHESIVE SHALL MEET THE REQUIREMENTS OF SECTION 9-26.1 FOR TYPE-II EPOXY BONDING AGENT DEPTH OF THRU JOINT 1-1/2" R (TYP) NOTES: 1.ALL DEPTHS SHOWN ARE COMPACTED DEPTHS. 2.THE CONTRACTOR SHALL EXPOSE EXISTING FILL, PROOF ROLL AND COMPACT TO 95%. IF YIELDING CONDITIONS ARE ENCOUNTERED, YIELDING MATERIALS SHALL BE REPLACED WITH IMPORTED STRUCTURAL FILL MATERIAL. THE DEPTH OF MATERIAL REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER. NOTES: 1.ALL DEPTHS SHOWN ARE COMPACTED DEPTHS. 2.THE CONTRACTOR SHALL EXPOSE EXISTING FILL, PROOF ROLL AND COMPACT TO 95%. IF YIELDING CONDITIONS ARE ENCOUNTERED, YIELDING MATERIALS SHALL BE REPLACED WITH IMPORTED STRUCTURAL FILL MATERIAL. THE DEPTH OF MATERIAL REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER. NOTES: 1.DEPTHS ARE COMPACTED THICKNESS. 2.DUMMY JOINTS CONSISTING OF 3/16" BE 2" PREMOLDED JOINT MATERIAL SHALL BE PLACED AT MAXIMUM 18 FOOT INTERVALS. 3.PROVIDE A TOOLED CONSTRUCTION JOINT AT MAXIMUM 6 FOOT INTERVAL. 4.THE CONTRACTOR SHALL EXPOSE EXISTING FILL, PROOF ROLL AND COMPACT TO 95%. IF YIELDING CONDITIONS ARE ENCOUNTERED, YIELDING MATERIALS SHALL BE REPLACED WITH IMPORTED STRUCTURAL FILL MATERIAL. THE DEPTH OF MATERIAL REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER. SURFACING NOTES AND DETAILS I C7.8 NOTES: 1.PROVIDE "FIRE LANE NO PARKING". LETTERING AT 50.0' INTERVALS. FIRE LANE NO PARKING 4" RED STRIPE WHITE LETTERING WITH 3" BRUSH STROKE 12"18"2 LIGHT DUTY CEMENT CONCRETE SIDEWALK SECTION (ON-SITE ONLY) NOT TO SCALE 3 HEAVY DUTY ASPHALT CEMENT PAVEMENT SECTION NOT TO SCALE 4 HEAVY DUTY CEMENT CONCRETE SIDEWALK SECTION (ON-SITE ONLY) NOT TO SCALE STRUCTURAL FILL 12"COMPACTED SUBGRADE TO 95% CRUSHED SURFACING BASE COURSE PER WSDOT 9.03-9(3)8"STRUCTURAL FILL 12"HMA CLASS 3/8", PG 64-22 COMPACTED SUBGRADE TO 95% CRUSHED SURFACING BASE COURSE PER WSDOT 9.03-9(3)8"STRUCTURAL FILL 12"COMPACTED SUBGRADE TO 95% CRUSHED SURFACING BASE COURSE PER WSDOT 9.03-9(3)8"STRUCTURAL FILL 12"12" 6" 6" 1 1 1 1 TOP OF CURB 1:1 1:1 AC 1 LIGHT DUTY ASPHALT CEMENT PAVEMENT SECTION NOT TO SCALE GEOTEXTILE FABRIC GEOTEXTILE FABRIC GEOTEXTILE FABRIC GEOTEXTILE FABRIC 4" ON-SITE 7" OFF-SITE 5 INTEGRAL CURB AND WALK NOT TO SCALE 6 EXTRUDED CURB NOT TO SCALE 7 WHEELSTOP NOT TO SCALE 8 FIRE LANE MARKING NOT TO SCALE 9 ACCESSIBLE PARKING SPACE SIGNAGE NOT TO SCALE 10 CURB DRAINAGE OPENING AT PARKING ISLAND NOT TO SCALETED-40-3930R-393031 8/23/2019 SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019. SURFACING NOTES AND DETAILS II C7.9 2 NORTH 3RD STREET (STA 10+82.48 TO STA 13+66.66) NOT TO SCALE CL 18'8'8' 0.5' 1.5% LANDSCAPE PLANTER CONCRETE CURB & GUTTER PER DETAILS 6 AND 7 EXISTING PAVEMENT CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD. PLAN 102 1.5% 1 PARK AVENUE STREET (STA 20+34.65 TO STA 26+11.45) NOT TO SCALE CL ROW AFTERDEDICATION22' 2' SAWCUT 8'12' 0.5' 1.5% LANDSCAPE PLANTER CONCRETE CURB & GUTTER PER DETAILS 6 AND 7 EXISTING PAVEMENT CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD. PLAN 102 1.5% 4 GARDEN AVENUE NORTH (STA 40+64.85 TO STA 45+86.87) NOT TO SCALE 2' SAWCUT VARIES 1.0 TO 4.0% VARIES 1.0 TO 4.0% CL EXISTING PAVEMENT ASPHALT CONCRETE PAVEMENT SECTION CONCRETE CURB & GUTTER PER DETAILS 6 AND 7 1.5% 21.0' 2' SAWCUT 5 CEMENT CONCRETE SIDEWALK (IN THE PUBLIC RIGHT OF WAY) (COR STD. PLAN 102) NOT TO SCALE 6 CEMENT CONCRETE CURBS (COR STD. PLAN 101) NOT TO SCALE 7 CURB AND GUTTER REPLACEMENT DETAIL (COR STD. PLAN 103) NOT TO SCALEROW BEFOREDEDICATION3 NORTH 4TH STREET (STA 30+58.53 TO STA 34+31.51) NOT TO SCALE CL 22'8'8' 0.5' 1.5% LANDSCAPE PLANTER CONCRETE CURB & GUTTER PER DETAILS 6 AND 7 EXISTING PAVEMENT 1.5% 2' SAWCUT VARIES 1.0 TO 4.0%ROW AFTERDEDICATIONROW BEFOREDEDICATION4.5' CEMENT CONCRETE SIDEWALK PER CITY OF RENTON STD. PLAN 102 ROW AFTERDEDICATIONROW BEFOREDEDICATIONROW AFTERDEDICATIONROW BEFOREDEDICATION3.5' MIN., VARIES PER PLAN 12.0' 1 C7.11TED-40-3930R-393032 8/23/2019 SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019. 1 CEMENT CONCRETE DRIVEWAY ENTRANCES NOTES AND DETAILS (COR STD. PLAN 104.2) NOT TO SCALE 2 CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE R1B (COR STD. PLAN 104.3) NOT TO SCALE SURFACING NOTES AND DETAILS III C7.10 4" COMPACTED BASE 5 FLOOR SLAB SUPPORT NOT TO SCALE CAPILLARY BREAK VAPOR BARRIER CEMENT CONCRETE FLOOR SLAB. SEE STRUCTURAL PLANS. 3 TYPICAL LONGITUDINAL PATCH AND OVERLAY FOR FLEXIBLE PAVEMENT (COR STD. PLAN HO32) NOT TO SCALE 4 TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT (COR STD. PLAN HO32.1) NOT TO SCALETED-40-3930R-393033 8/23/2019 SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019. 1 TYPICAL PATCH FOR RIGID PAVEMENT PATCHING AND RESTORATION DETAIL (HO33) NOT TO SCALE 2 SIGN MOUNTING ON SINGLE METAL POST (COR STD. PLAN 129) NOT TO SCALE SURFACING NOTES AND DETAILS IV C7.11 3 THERMOPLASTIC/PAINTED CROSSWALK (COR STD. PLAN 127) NOT TO SCALETED-40-3930R-393034 4 PRECAST FILTERRA UNIT INTERNAL BYPASS - GRATE INLET NOT TO SCALE 8/23/2019 SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019. 1 PARALLEL CURB RAMP (WSDOT STD. PLAN F - 40.12-03) NOT TO SCALE CURB RAMP DETAILS C7.12 LANDING A CURB RAMP FACE OF CURB A ` C B SECTION A CURB RAMPCURB RAMP LEGEND CURB RAMP B LANDING LANDING 4"(TYP.)FACE OF CURB SIDEWALK SIDEWALK CURB & GUTTER SIDEWALK SIDEWALK CURB AND GUTTER SECTION SECTION CROSSWALKCROSSWALK GRADE BREAKGRADE BREAK 2.0% MAX. 2.0% MAX.2.0% MAX.GRADE BREAK C2.0% MAX.2.0% MAX.3" R. LANDING PLAN VIEW PLAN VIEW TYPE PARALLEL A TYPE PARALLEL B SEE CONTRACT PLANS NOTES LANDING DEPRESSED CURB & GUTTER DEPRESSED CURB & GUTTER CURB RAMP CURB RAMP 4"(TYP.)4"(TYP.)ISOMETRIC VIEW ISOMETRIC VIEW TYPE PARALLEL A PAY LIMIT TYPE PARALLEL B PAY LIMIT SLOPE IN EITHER DIRECTION TOP OF ROADWAY COUNTER SLOP E 5.0% MAX.VARIES8.3% MAX.8.3% MAX. 8.3% MAX. SEE CONTRACT PLANS 2.0% MAX. GRADE BREAK GRADE BREAK 4' - 0" MIN. ~ SEE CONTRACT PLANS 3/8" EXPANSION JOINT (TYP.) ~ SEE STANDARD PLAN F-30.10 4' - 0" MIN. (TYP.) ~ SEE CONTRACT PLANS DETECTABLE WARNING SURFACE ~ SEE STANDARD PLAN F-45.10 DETECTABLE WARNING SURFACE ~ SEE STANDARD PLAN F-45.10 PEDESTRIAN CURB ~ SEE NOTE 9 3/8" EXPANSION JOINT (TYP.) ~ SEE STANDARD PLAN F-30.10 4' - 0" MIN. (TYP.) ~ SEE CONTRACT PLANS DETECTABLE WARNING SURFACE ~ SEE STANDARD PLAN F-45.10 PEDESTRIAN CURB ~ SEE NOTE 9 4' - 0" MIN. ~ SEE CONTRACT PLANS 3/8" EXPANSION JOINT (TYP.) ~ SEE STANDARD PLAN F-30.10 PEDESTRIAN CURB ~ SEE NOTE 9 DEPRESSED CURB & GUTTER ~ SEE STANDARD PLAN F-10.12 AND NOTE 6 CEMENT CONCRETE PEDESTRIAN CURB ~ SEE NOTE 9 4' - 0" MIN. 4' - 0" MIN.15' - 0" MAX. SEE NOTE 7 15' - 0" MAX. SEE NOTE 7 15' - 0" MAX. SEE NOTE 7 4' - 0" MIN. SEE CONTRACT PLANS 3/8" EXPANSION JOINT (TYP.) ~ SEE STANDARD PLAN F-30.10 "CEMENT CONCRETE CURB RAMP TYPE PARALLEL B" PAY LIMIT ~ SEE NOTE 6 "CEMENT CONCRETE CURB RAMP TYPE PARALLEL A" PAY LIMIT ~ SEE NOTE 6 1.PROVIDE A SEPARATE CURB RAMP FOR EACH MARKED OR UNMARKED CROSSWALK. CURB RAMP LOCATION SHALL BE PLACED WITHIN THE WIDTH OF THE ASSOCIATED CROSSWALK, OR AS SHOWN IN THE CONTRACT PLANS. 2.WHERE "GRADE BREAK" IS CALLED OUT, THE ENTIRE LENGTH OF THE GRADE BREAK BETWEEN THE TWO ADJACENT SURFACE PLANES SHALL BE FLUSH. 3.DO NOT PLACE GRATINGS, JUNCTION BOXES, ACCESS COVERS, OR OTHER APPURTE-NANCES IN FRONT OF THE CURB RAMP OR ON ANY PART OF THE CURB RAMP OR LANDING. 4.SEE CONTRACT PLANS FOR THE CURB DESIGN SPECIFIED. SEE STANDARD PLAN F-10.12 FOR CURB, CURB AND GUTTER, DEPRESSED CURB AND GUTTER, AND PEDESTRIAN CURB DETAILS. 5.SEE STANDARD PLAN F-30.10 FOR CEMENT CONCRETE SIDEWALK DETAILS.SEE CONTRACT PLANS FOR WIDTH AND PLACEMENT OF SIDEWALK. 6.THE BID ITEM "CEMENT CONCRETE CURB RAMP TYPE __" DOES NOT INCLUDE THE ADJACENT CURB, CURB AND GUTTER, DEPRESSED CURB AND GUTTER, PEDESTRIAN CURB, OR SIDEWALKS. 7.THE CURB RAMP MAXIMUM RUNNING SLOPE SHALL NOT REQUIRE THE RAMP LENGTH TO EXCEED 15 FEET TO AVOID CHASING THE SLOPE INDEFINITELY WHEN CONNECTING TO STEEP GRADES. WHEN APPLYING THE 15-FOOT MAX. LENGTH, THE RUNNING SLOPE OF THE CURB RAMP SHALL BE AS FLAT AS FEASIBLE. 8.CURB RAMP, LANDING, AND FLARES SHALL RECEIVE BROOM FINISH. SEE STANDARD SPECIFICATIONS 8-14. 9.PEDESTRIAN CURB MAY BE OMITTED IF THE GROUND SURFACE AT THE BACK OF THECURB RAMP AND/OR LANDING WILL BE AT THE SAME ELEVATION AS THE CURB RAMP OR LANDING AND THERE WILL BE NO MATERIAL TO RETAIN. FACE OF CURB CURB RAMP CROSSWALK` 2.0% MAX. A 10.0% MAX. 2.0% MAX. LANDING TOP OF ROADWAY A CROSSWALK ` LANDING LANDING CURB RAMP FACE OF CURB A 2.0% MAX. LEGEND 2' - 0" MIN. 3" R. TYP. ISOMETRIC VIEW 10.0% MAX. MEASURED PARALLEL TO CURB (TYP.) (SHOWN WITH BUFFER) DETAILCURB RADIUS D ISOMETRIC VIEW SECTION NOTES GRADE BREAK GRADE BREAK GRADE BREAK GRADE BREAK GRADE BREAK TYPE PERPENDICULAR B PAY LIMIT TYPE PERPENDICULAR A PAY LIMIT TYPE PERPENDICULAR BTYPE PERPENDICULAR A CEMENT CONCRETE CURB RAMP "TYPE SEE CONTRACT PLANS DEPRESSED CURB AND GUTTER CURB RAMP PROVIDE SMOOTH TRANSITION TO SIDEWALK WIDTH (TYP.) GRADE BREAK 3/8" EXPANSION JOINT (TYP.) ~ SEE STANDARD PLAN F-30.10 3/8" EXPANSION JOINT (TYP.) ~ SEE STANDARD PLAN F-30.10 SLOPE IN EITHER DIRECTION D 8.3% MAX.4"(TYP.)CEMENT CONCRETE SIDEWALK ~ SEE NOTE 5 PLAN VIEW PLAN VIEW PERPENDICULAR B" PAY LIMIT ~ SEE NOTE 6 CEMENT CONCRETE CURB AND GUTTER ~ SEE NOTE 4 GRADE BREAK FLARE (TYP.) SLOPE TREATMENT ~ SEE STANDARD PLAN F-30.10 4' - 0" MIN.15' - 0" MAX. SEE NOTE 7 DETECTABLE WARNING SURFACE ~ SEE STANDARD PLAN F-45.10 DEPRESSED CURB AND GUTTER ~ SEE STANDARD PLAN F-10.12 DETECTABLE WARNING SURFACE ~ SEE STANDARD PLAN F-45.10 DEPRESSED CURB AND GUTTER ~ SEE NOTE 4 CURB, OR CURB AND GUTTER ~ SEE NOTE 4 DEPRESSED CURB AND GUTTER ~ SEE NOTE 4 DETECTABLE WARNING SURFACE ~ SEE STANDARD PLAN F-45.10 SEE CONTRACT PLANS ~ 4' - 0" MIN. CURB RAMP WIDTH 4' - 0" MIN. LANDING TO MATCH CURB RAMP WIDTH ~ SEE CONTRACT PLANS SEE CONTRACT PLANS ~ 4' - 0" MIN. TRANSITION TO SIDEWALK BUFFER, IF PRESENT, OR TO BACK OF CURB (TYP.) ~ SEE CONTRACT PLANS CURB, OR CURB AND GUTTER ~ SEE NOTE 4 CEMENT CONCRETE SIDEWALK ~ SEE NOTE 5SEE CONTRACT PLANS ~ 4' - 0" MIN. SEE CONTRACT PLANS ~ 4' - 0" MIN. BUFFER WIDTH ~ MATCH TO CURB RAMP DEPTH (TYP.) CEMENT CONCRETE PEDESTRIAN CURB ~ SEE NOTE 4 DETECTABLE WARNING SURFACE ~ SEE STANDARD PLAN F-45.10 CURB RAMP WIDTH 4' - 0" MIN. LANDING TO MATCH CURB RAMP WIDTH ~ SEE CONTRACT PLANS CEMENT CONCRETE PEDESTRIAN CURB ~ SEE NOTE 4 1.PROVIDE A SEPARATE CURB RAMP FOR EACH MARKED OR UNMARKED CROSSWALK. CURB RAMP LOCATION SHALL BE PLACED WITHIN THE WIDTH OF THE ASSOCIATED CROSSWALK OR AS SHOWN IN THE CONTRACT PLANS. 2.WHERE "GRADE BREAK" IS CALLED OUT, THE ENTIRE LENGTH OF THE GRADE BREAK BETWEEN THE TWO ADJACENT SURFACE PLANES SHALL BE FLUSH. 3.DO NOT PLACE GRATINGS, JUNCTION BOXES, ACCESS COVERS, OR OTHER APPURTE-NANCES IN FRONT OF THE CURB RAMP OR ON ANY PART OF THE CURB RAMP OR LANDING. 4.SEE THE CONTRACT PLANS FOR THE CURB DESIGN SPECIFIED. SEE STANDARD PLAN F-10.12 FOR CURB, CURB AND GUTTER, DEPRESSED CURB AND GUTTER, AND PEDESTRIAN CURB DETAILS. 5.SEE STANDARD PLAN F-30.10 FOR CEMENT CONCRETE SIDEWALK DETAILS. SEE CONTRACT PLANS FOR WIDTH AND PLACEMENT OF SIDEWALK. 6.THE BID ITEM "CEMENT CONCRETE CURB RAMP TYPE __" DOES NOT INCLUDE THE ADJACENT CURB, CURB AND GUTTER, DEPRESSED CURB AND GUTTER, PEDESTRIAN CURB, OR SIDEWALK. 7.THE CURB RAMP MAXIMUM RUNNING SLOPE SHALL NOT REQUIRE THE RAMP LENGTH TO EXCEED 15-FEET TO AVOID CHASING THE SLOPE INDEFINITELY WHEN CONNECTING TO STEEP GRADES. WHEN APPLYING THE 15-FOOT MAXIMUM LENGTH, THE RUNNING SLOPE OF THE CURB RAMP SHALL AS FLAT AS FEASIBLE. 8.CURB RAMP, LANDING, AND FLARES SHALL RECEIVE BROOM FINISH. SEE STANDARD SPECIFICATIONS 8-14. COUNTER SLOPE ~ 5.0% MAX. 2 PERPENDICULAR CURB RAMP (WSDOT STD. PLAN F - 40.15-03) NOT TO SCALE MAX.MIN. A B C D A B B 0.65" 0.9" 0.45" CURB RAMP TRUNCATED DOME SPACING A 6' MIN.15' MAX.RAIL LANDING E PLACEMENT GUIDELINES6' - 0" MIN.TRUNCATED DOME DETAILS WIDTH OF WALKWAY SHARED-USE PATH CONNECTION PATH OR WALKWAY WIDTH OF CURB RAMP SHARED-USE PATH OR WALKWAY WIDTH OF SHARED- USE PATH OR WALKWAY (TYP.) WALKWAY WALKWAY FLAREFLARE WALKWAYWALKWAY WIDTH OF LANDING BACK OF CURB ~ SEE NOTE 2 (GRADE BREAK BETWEEN CURB AND LANDING > 5 FT. FROM BACK OF CURB) WALKWAY SINGLE DIRECTION CURB RAMP BACK OF CURB GRADEBREAK 2' - 0" MIN.(GRADE BREAK BETWEEN CURB AND LANDING ≤ 5 FT. FROM BACK OF CURB) LANDING WIDTH OF CUT-THROUGH (TYP.) BACK OF CURB ~ SEE NOTE 2BACK OF CURB ~ SEE NOTE 2 BACK OF CURB ~ SEE NOTE 2 WIDTH OF CURB RAMP, LANDING, OR WALKWAY DETECTABLE WARNING SURFACE (TYP.) ~ SEE NOTE 3 DETECTABLE WARNING SURFACE (TYP.) ~ SEE NOTE 3 DETECTABLE WARNING SURFACE (DWS) ~ SEE NOTE 3 PERPENDICULAR CURB RAMP DETECTABLE WARNING SURFACE (DWS) ~ SEE NOTE 3 D C A __ A TRUNCATED DOME SECTION 0.90" 2.40"1.60" 1.40" PEDESTRIAN RAILROAD CROSSING6' MIN.15' MAX.LANDING CURB RAMPCURB RAMP E 0.2"0.2" CURB RAMP SEE NOTE 3 PARALLEL CURB RAMP SINGLE DIRECTION CURB RAMP SHOULDER2'- 0"MIN.ROUNDABOUT SPLITTER ISLAND DETECTABLE WARNING SURFACE DETAIL CURB AND GUTTER MEDIAN CUT-THROUGH ISLAND CUT-THROUGH CURB RAMP, LANDING, CUT- THROUGH OR WALKWAY MATCH TO WIDTH OF CURB RAMP, LANDING, CUT-THROUGH OR WALKWAY CURB RAMP WIDTH OF WALKWAYWALKWAY LANDING GRADEBREAKDETECTABLE WARNING SURFACE (DWS) ~ SEE NOTE 3 PAVEMENT EDGE 2' - 0" MIN. 2' - 0" MIN.(SEE NOTE 6) BACK OF CURB ~ SEE NOTE 2 (SEE NOTE 6) (SEE NOTE 6) BACK OF CURB ~ SEE NOTE 2 (SEE NOTE 6) BACK OF CURB ~ SEE NOTE 2 DETECTABLE WARNING SURFACE (DWS) ~ SEE NOTES 4 & 7 OFFSET SEE NOTE 8 DETECTABLE WARNING SURFACE (DWS) ~ SEE NOTES 4 & 5 DETECTABLE WARNING SURFACE (DWS) ~ SEE NOTE 4 DIRECTION OF TRAVEL 2' - 0" MIN. ~ TYP. OF ALL APPLICATIONS DETECTABLE WARNING SURFACE (DWS) ~ SEE NOTE 3 SEE STANDARD SPECIFICATIONS FOR COLOR OF SURFACE WIDTH OF CUT- THROUGH (TYP.) WIDTH OF CUT-THROUGH (TYP.) 1.THE DETECTABLE WARNING SURFACE (DWS) SHALL EXTEND THE FULL WIDTH OF THE CURB RAMP, LANDING, OR OTHER ROADWAY ENTRANCE AS APPLICABLE. EXCEPTION: IF THE MANUFACTURER OF THE DWS REQUIRES A CONCRETE BORDER AROUND THE DWS, A VARIANCE OF UP TO 2 INCHES ON EACH SIDE OF THE DWS IS PERMITTED. 2.THE DETECTABLE WARNING SURFACE (DWS) SHALL BE PLACED AT THE BACK OF CURB, WITH THE TWO LEADING CORNERS OF THE DWS PANEL PLACED ADJACENT TO THE BACK OF THE CURB, AND WITH NO MORE THAN A 2 INCH GAP BETWEEN THE DWS AND THE BACK OF THE CURB MEASURED AT THE CENTER OF THE DWS PANEL. EXCEPTION: IF THE MANUFACTURER OF THE SELECTED DWS REQUIRES A CONCRETE BORDER AROUND THE DWS, A VARIANCE OF UP TO 2 INCHES FROM THE BACK OF THE CURB IS PERMITTED (MEASURED AT THE LEADING CORNERS OF THE DWS PANEL). 3.THE ROWS OF TRUNCATED DOMES SHALL BE ALIGNED TO BE PERPENDICULAR TO THE GRADE BREAK AT THE BACK OF CURB. 4.THE ROWS OF TRUNCATED DOMES SHALL BE ALIGNED TO BE PARALLEL TO THE DIRECTION OF TRAVEL. 5.IF CURB AND GUTTER ARE NOT PRESENT, SUCH AS A SHARED-USE PATH CONNECTION, THE DETECTABLE WARNING SURFACE SHALL BE PLACED AT THE PAVEMENT EDGE. 6.SEE STANDARD PLANS FOR SIDEWALK AND CURB RAMP DETAILS. 7.IF A CURB RAMP IS REQUIRED, THE LOCATION OF THE DETECTABLE WARNING SURFACE MUST BE AT THE BOTTOM OF THE RAMP AND WITHIN THE REQUIRED DISTANCE FROM THE RAIL. 8.WHEN THE GRADE BREAK BETWEEN THE CURB RAMP AND THE LANDING IS LESS THAN OR EQUAL TO 5 FT. FROM THE BACK OF CURB AT ALL POINTS, PLACE THE DETECTABLE WARNING SURFACE ON THE BOTTOM OF THE CURB RAMP DIRECTLY ABOVE THE GRADE BREAK. 3 DETECTABLE WARNING SURFACE (WSDOT STD. PLAN F - 40.15-02) NOT TO SCALE NOTESTED-40-3930R-393035 8/23/2019 SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019. STORM DRAINAGE NOTES AND DETAILS IV C7.13 1 CATCH BASIN TYPE 1 (COR STD. PLAN 200.00) NO SCALE 2 CATCH BASIN TYPE 2 (COR STD. PLAN 201.00) NO SCALE 3 CATCH BASIN INSTALLATION (COR STD. PLAN 202.00) NO SCALE 4 RECTANGULAR FRAME (COR STD. PLAN 204.00) NO SCALE 16.2" 15.0" 16.0" 5 SDCB 22 DETAIL NO SCALE SDCB 22 12" CPEP 12" CPEP 12" CPEPTED-40-3930R-393036 1.8" 1.7" 2.4" 8/23/2019 SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICTSARTORI ELEMENTARY SCHOOLLUA16-000692U16-006798PR16-0002152215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB T A C O M A SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF 3 CITY COMMENTS WJF 4/21/17 WJF 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF 5 RAMP REVISION WJF 2/22/18 WJF CONSTRUCTION RECORD DRAWINGS AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS-BUILT BY AHBL , AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS-BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 08/23/2019. STORM DRAINAGE NOTES AND DETAILS V C7.14 1 RECTANGULAR SOLID METAL COVER (COR STD. PLAN 204.10) NO SCALE 2 RECTANGULAR HERRINGBONE GRATE (COR STD. PLAN 204.40) NO SCALE 3 STORM ROUND FRAME AND COVER (COR STD. PLAN 204.50) NO SCALE 4 MISCELLANEOUS DETAILS FOR DRAINAGE STRUCTURES (COR STD. PLAN 204.60) NO SCALE ONLY ONE OF THE LISTED TITLE REPORTS CONTAINED THE ASSOCIATED SUPPORT DOCUMENTS. DUE TO THIS, NOT ALL EASEMENTS MAY BE SHOWN. -PER FIRST AMERICAN TITLE INSURANCE COMPANY ORDER NO. NCS-700523-WA1 DATED NOVEMBER 3, 2014 LOT 11, BLOCK 7, RENTON FARM PLAT, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 97, RECORDS OF KING COUNTY, WASHINGTON. EXCEPT THAT PROPERTY OF SAID PREMISES DEEDED TO THE CITY OF RENTON FOR RIGHT OF WAY UNDER DEED RECORDED JUNE 7, 1994 UNDER RECORDING NO. 940607577. -PER FIRST AMERICAN TITLE INSURANCE COMPANY ORDER NO. NCS-700528-WA1 DATED NOVEMBER 6, 2014 THE WEST 50 FEET OF THE EAST 225TH FEET OF LOTS 11 AND 12, BLOCK 3, SARTORISVILLE, ACCORDING TO TH PLAT THEREOF RECORDED IN VOLUME 8 OF PLATS, PAGE 7, IN KING COUNTY, WASHINGTON. -PER FIRST AMERICAN TITLE INSURANCE COMPANY ORDER NO. NCS-700531-WA1 DATED NOVEMBER 6, 2014 THE EAST 75 FEET OF LOTS 11 AND 12, BLOCK 3, SARTORISVILLE, ACCORDING TO TH PLAT THEREOF RECORDED IN VOLUME 8 OF PLATS, PAGE 7, IN KING COUNTY, WASHINGTON. -PER FIRST AMERICAN TITLE INSURANCE COMPANY ORDER NO. NCS-700518-WA1 DATED NOVEMBER 5, 2014 LOTS 1 THROUGH 6 INCLUSIVE, BLOCK 7, RENTON FARM PLAT, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 97, IN KING COUNTY, WASHINGTON. -PER FIRST AMERICAN TITLE INSURANCE COMPANY ORDER NO. NCS-700530-WA1 DATED NOVEMBER 6, 2014 THE WEST 50 FEET OF THE EAST 175 FEET OF LOTS 11 AND 12, BLOCK 3, SARTORISVILLE, ACCORDING TO TH PLAT THEREOF RECORDED IN VOLUME 8 OF PLATS, PAGE 7, IN KING COUNTY, WASHINGTON. -PER FIRST AMERICAN TITLE INSURANCE COMPANY ORDER NO. NCS-700525-WA1 DATED NOVEMBER 3, 2014 LOT 13, BLOCK 7, RENTON FARM PLAT, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 97, RECORDS OF KING COUNTY, WASHINGTON. EXCEPT THAT PROPERTY OF SAID PREMISES DEEDED TO THE CITY OF RENTON FOR RIGHT OF WAY UNDER DEED RECORDED JUNE 7, 1994 UNDER RECORDING NO. 940607575. -PER FIRST AMERICAN TITLE INSURANCE COMPANY ORDER NO. NCS-700529-WA1 DATED NOVEMBER 6, 2014 THE WEST 50 FEET OF THE EAST 125 FEET OF LOTS 11 AND 12, BLOCK 3SARTORISVILLE, ACCORDING TO TH PLAT THEREOF RECORDED IN VOLUME 8 OF PLATS, PAGE 7, IN KING COUNTY, WASHINGTON. -PER FIRST AMERICAN TITLE INSURANCE COMPANY ORDER NO. NCS-700519-WA1 DATED NOVEMBER 3, 2014 LOT 7, BLOCK 7, RENTON FARM PLAT, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 97, RECORDS OF KING COUNTY, WASHINGTON. -PER FIRST AMERICAN TITLE INSURANCE COMPANY ORDER NO. NCS-700524-WA1 DATED NOVEMBER 6, 2014 LOT 12, BLOCK 7, RENTON FARM PLAT, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 97, RECORDS OF KING COUNTY, WASHINGTON EXCEPT THE FOLLOWING DESCRIBED PORTION: BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 12; THENCE NORTH 00°55'02" EAST ALONG THE WEST LINE OF SAID LOT, A DISTANCE OF 44.98 FEET TO THE NORTH LINE OF SAID LOT; THENCE SOUTH 89°06'59" EAST ALONG SAID NORTH LINE A DISTANCE OF 6.02 FEET; THENCE SOUTH 04°43'55" WEST A DISTANCE OF 45.08 FEET TO THE SOUTH LINE OF SAID LOT; THENCE NORTH 89°06'44" WEST ALONG SAID SOUTH LINE, A DISTANCE OF 3.02 FEET TO THE POINT OF BEGINNING. -PER FIRST AMERICAN TITLE INSURANCE COMPANY ORDER NO. NCS-779077-WA1 DATED FEBRUARY 18, 2016 LOTS 1 THROUGH 10, INCLUSIVE, BLOCK 3, SARTORISVILLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 8 OF PLATS, PAGE 7, RECORDS OF KING COUNTY, WASHINGTON. LEGAL DESCRIPTION TED-40-3930R-393037 8/23/2019