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I I 23.22' i I FOUND 2" BRASS DISK WITH PUNCH IN CASE UTILITY NOTE THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. AHBL ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. AS -BUILT GRAPHIC SCALE 0 25 50 100 1" = 50 FEET 1 CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY AHBL, AND MAY INCLUDE NOTICE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERA110NOFTHIS DOWMENTSHAUNVMIDATETINE PROFESSIONAL SEAL AND SIGNATURE PUBLICATION OF AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING THIS DOMWDITGOES NOT DEROGATE FRONRESERVEO ONIEIMP ROTS N IT. THIS DOCULENT IS FOR USE 41 FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY YFORTMEPROJEOTbENTIFEDNTHE TITLE &0% AND IS NOT TO BE USED FOR REPAIR, REMODEL OR z Ld 4 DIRECT SUPERVISION ON THIS DATE: 08/23/2019. AODITOTOTHAT PRMCTORFOR MYOINERMECT. 3 /4SS DISK I UNCH 271.11' AHBL #102 NAIL AND WASHER N:180761.8910 E:1302185.7500 ELEV. 37.42 AHBL #107 NAIL AND WASHER N:180480.8609 E:1302395.7842 ELEV. 38.35 FILL SPECIFICATION GENERAL NOTES 1. SEE SHEET C7.14 FOR LEGAL DESCRIPTION. VERTICAL DATUM NAVD 88 CITY OF RENTON VERTICAL BENCHMARK 508 LEAD AND TACK IN PIPE AT NORTH 4TH AND GARDEN AVE. NORTHERLY OF TWO MONUMENTS IN INTERSECTION. ELEV:35.383' BASIS OF BEARING NAD 83/91 WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE CITY OF RENTON HORIZONTAL CONTROL HOLDING CITY MONUMENT NUMBERS 1121 AND 1879. POINT NO. 1121 N=181200.193 E=1301429.116 BOLT WITH X AT THE INTERSECTION OF NORTH 4TH STREET W/ WELLS AVENUE NORTH. POINT NO. 1879 N=181190.335 E=1301987.701 BRASS PLUG AT THE INTERSECTION OF NORTH 4TH STREET W/ PARK AVENUE NORTH. A LINE BETWEEN THE TWO FOUND MONUMENTS BEARS SOUTH 88'59'20" EAST. SITE ADDRESS SARTORI ELEMENTARY SCHOOL 332 PARK AVE N RENTON, WA. 98057 UTILITIES CITY OF RENTON WATER PH: 1-425-430-7201 CENTURY LINK TELEPHONE PH: 1-800-244-1111 PUGET SOUND ENERGY POWER PH: 1-888-321-7779 PUGET SOUND ENERGY GAS PH: 1-888-321-7779 ONE CALL 1-800-424-5555 SITE INFORMATION 722400-0580, -0590, -0595, -0600, -0605, -0610, -0615, -0620-1 PARCEL# 756460-0170, -0180, -0181, -0182, -0183, -0184 4.96 AC (EXCLUDES RIGHT-OF-WAY PARCEL AREA: DEDICATION) PROJECT AREA: 5.67 AC (INCLUDES IMPROVEMENTS TO RIGHT-OF-WAY) TEMPORARY BENCHMARKS AHBL #102 NAIL AND WASHER N:180761.8910 E:1302185.7500 ELEV:37.42 AHBL #107 NAIL AND WASHER N:180480.8609 E:1302395.7842 ELEV:38.35 FOUND 2" BRASS DISK WITH PUNCH IN CASE F AHBL #106 NAIL AND WASHER N:180575.5612 E:1302003.5263 ELEV:37.48 ''''- EARTHWORK INFORMATION APPROX. 132 CUBIC YARDS CUT APPROX. 9,314 CUBIC YARDS FILL NET: APPROX. 9,182 CUBIC YARD FILL FOUND 2" BRASS DISK WITH PUNCH NOTE: THE ABOVE QUANTITIES ARE ESTIMATES IN CASE ONLY INTENDED FOR THE PERMITTING PROCESS AND ARE NOT TO BE USED BY THE CONTRACTOR FOR BIDDING PURPOSES. THE CONTRACTOR SHALL MAKE THEIR OWN EARTHWORK DETERMINATION. ONSITE SOILS SHALL BE RE -USED TO THE MAXIMUM EXTENT FEASIBLE. FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, CONTRACTOR SHALL OBTAIN IMPORT MATERIALS TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, AND DISPOSE OF EXPORT MATERIALS AT OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, APPROVED LOCATIONS TO BE DETERMINED PRIOR ORDER, OR STANDARD. TO THE START OF CONSTRUCTION ACTIVITIES. J.il � y1 CAA �o� ), 5 RAMP REVISION ldwu 4 STORM DRAINAGE REVISIONS fffN 3 CITY COMMENTS �..r 2 ADDENDUM NO. 3 �EC�180E� TAC0MA•SEATTLE •SPOKANE•TRI-CITIES 1 ADDENDUM NO. 1 �SSST 10NAL 2215 North 30th Street, Suite 300 Tacoma, WA98403 NO. REVISION /OQ/7M0253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB PRECONSTRUCTION/ INSPECTION NOTIFICATION CITY OF RENTON DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT, DEVELOPMENT SERVICES 1055 SOUTH GRADY WAY RENTON, WA. 98057 PH: (425) 430-7200 OWNER CIVIL ENGINEER RENTON SCHOOL DISTRICT AHBL, INC. 7812 S 124TH ST 2215 NORTH 30TH STREET SEATTLE, WA 98178 SUITE 300 PH: (425) 204-4403 TACOMA, WA 98403 CONTACT: RICK STRACKE PH. (253) 383-2422 ARCHITECT FAX (253) 383-2572 CONTACT: GREG TAUSCHECK, P.E. BILL FIERST, P.E. INTEGRUS ARCHITECTURE 117 SOUTH MAIN STREET, SUITE 100 SURVEYOR SEATTLE, WA 98104-3496 PH: (206) 628-3137 AHBL, INC. FAX: (206) 628-3138 2215 NORTH 30TH STREET CONTACT: BRIANNE TOMLIN SUITE 300 LANDSCAPE TAOMA, WA PHC(253) 83-248203 FAX (253) 383-2572 ARCHITECT CONTACT: DAV D FOLLANSBEE, P.L.S WEISMAN DESIGN GROUP 2329 E MADISON ST SEATTLE, WA 98112 PH: (206) 322-1732 CONTACT: NADINE LASZLO LANDSCAPE SHEET INDEX SHEET NUMBER SHEET TITLE L001 OVERALL TREE RETENTION / INVENTORY PLAN L002 TREE RETENTION / INVENTORY PLAN - NORTH L103 TREE RETENTION / INVENTORY PLAN - SOUTH L104 TREE RETENTION SCHEDULES AND DETAILS L100 OERALL SITE PLAN L101 SITE PLAN - NORTH L102 SITE PLAN - SOUTH L200 OVERALL LANDSCAPE PLAN L201 LANDSCAPE PLAN - NORTH L202 LANDSCAPE PLAN - SOUTH L203 PLANT SCHEDULE AND DETAILS L300 OVERALL IRRIGATION PLAN L301 IRRIGATION PLAN - NORTH L302 IRRIGATION PLAN - SOUTH L303 IRRIGATION LEGEND AND NOTES L304 IRRIGATION DETAILS L305 IRRIGATION DETAILS L400 SITE DETAILS L400 SITE DETAILS L401 SITE DETAILS L402 SITE DETAILS L403 SITE DETAILS L404 SITE DETAILS L405 SITE DETAILS L500 SUBDRAINAGE PLAN AND DETAILS ELECTRICAL SHEET INDEX SHEET NUMBER I SHEET TITLE E101 ELECTRICAL SITE PLAN SIGNAL SHEET INDEX SHEET NUMBER SHEET TITLE TRAFFIC SIGNAL MODIFICATION PLAN TS-01 N 4TH ST & PARK AVE N TRAFFIC SIGNAL MODIFICATION PLAN TS-02 N 4TH ST & GARDEN AVE N TS-03 TRAFFIC SIGNAL MODIFICATION PLAN N 3RD ST & GARDEN AVE N TRAFFIC SIGNAL MODIFICATION PLAN TS-04 N 3RD ST & PARK AVE N TS-05 DETAILS WJF 2/22/181 WJF SURVEYED: SCALE: D. FOLLANSBEE AS SHOWN WJF 12/13/17 WJF DESIGNED: G. TAUSCHECK WJF 4/21/17 WJF WJF 3/17/17 WJF DROWN: F. KATONA ONE INCH AT FULL SCALE IF NOT ONE INCH WJF 3/1/1 7 WJF CHECKED: W. FIERST BY DATE APPR SCALE ACCORDINGLY APPROVED: S. COMFORT N 6th St N hm St m N W = Z T a ni 2 � a � M H 5Th St 0 2 N hth St N fith 51 Kenwar[h $ L; m a Y RL c A A z z Z N 51h St z 3 PROJECT SITE Reston Scheat Dla z Her b3" n Stariww+ In m 03rd st -p N31d St wl art � ;talcs ,ht " N 2nd r Sr � �S's x -tWay a M r ca p Salvation Army Church � m y TWn St IAr it ti f ro srSr 2 m 3 n J0."c5 Park r a VICINITY MAP CIVIL SHEET INDEX SHEET NUMBER SHEET TITLE C1.0 COVER SHEET C1.1 CONDITIONS OF APPROVAL C2.0 OVERALL TESC AND DEMOLITION PLAN C2.1 NORTH TESC AND DEMOLITION PLAN C2.2 SOUTH TESC AND DEMOLITION PLAN C2.3 TESC NOTES AND DETAILS I C2.4 TESC NOTES AND DETAILS II C3.0 OVERALL GRADING AND DRAINAGE PLAN C3.1 NORTH GRADING AND DRAINAGE PLAN C3.2 SOUTH GRADING AND DRAINAGE PLAN C3.3 ENLARGED GRADING DETAILS C3.4 STORM DRAINAGE PROFILES I C3.5 STORM DRAINAGE PROFILES II C4.0 OVERALL UTILITY PLAN C4.1 WATER PLAN C4.2 SANITARY SEWER PLAN C4.3 SANITARY SEWER PROFILE C5.0 OVERALL PAVING AND HORIZONTAL CONTROL PLAN C5.1 NORTH PAVING AND HORIZONTAL CONTROL PLAN C5.2 SOUTH PAVING AND HORIZONTAL CONTROL PLAN C6.0 OVERALL FRONTAGE IMPROVEMENT PLAN C6.1 NORTH 4TH STREET FRONTAGE IMPROVEMENTS C6.2 PARK AVENUE NORTH FRONTAGE IMPROVEMENTS C6.3 PARK AVENUE NORTH FRONTAGE IMPROVEMENTS C6.4 NORTH 3RD STREET FRONTAGE IMPROVEMENTS C6.5 GARDEN AVENUE NORTH FRONTAGE IMPROVEMENTS C6.6 GARDEN AVENUE NORTH FRONTAGE IMPROVEMENTS C6.7 NORTH INTERSECTION IMPROVEMENTS C6.8 SOUTH INTERSECTION IMPROVEMENTS C7.1 STORM DRAINAGE NOTES AND DETAILS I C7.2 STORM DRAINAGE NOTES AND DETAILS II C7.3 STORM DRAINAGE NOTES AND DETAILS III C7.4 FILTERRA DETAILS C7.5 WATER NOTES AND DETAILS I C7.6 WATER NOTES AND DETAILS II C7.7 WATER NOTES AND DETAILS III C7.8 SURFACING NOTES AND DETAILS I C7.9 SURFACING NOTES AND DETAILS II C7.10 SURFACING NOTES AND DETAILS III C7.11 SURFACING NOTES AND DETAILS IV C7.12 CURB RAMP DETAILS C7.13 STORM DRAINAGE NOTES AND DETAILS IV C7.14 STORM DRAINAGE NOTES AND DETAILS V CONSTRUCTION RECORD DRAWINGS VERTIAL:HOR ZONTAL: NAD D1983/11991 ly CITY OF RENTON DATUM Planning/Building/Public Works Dept. BY: BY: BY: BY: N 4th St � K � m w I'll, $' a 02 . E7 o � Z CDM �, I z HLnyeo rang tl r4 3rd St _ �Pn wa, m y m n yF3 a m a y m z m ye` z �Qn�nWayN tl N 2 m� 3 Liberty Park co O O I PRECONSTRUCTION NOTES 1. THE CONTRACTOR IS REQUIRED TO J NOTIFY THE DEVELOPMENT SERVICES DIVISION, LAND USE INSPECTION SECTION (425) 430-7200, THREE DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION FOR A PRECONSTRUCTION CONFERENCE AND SPECIFICALLY REQUEST INSPECTION BEFORE BEGINNING: A. INSTALLING SILTATION AND EROSION CONTROL MEASURES B. CLEARING AND GRUBBING C. EARTHWORK LO D. INSTALLATION OF ANY UNDERGROUND UTILITY CV E. BEFORE PLACING SUBBASE, BASE OR p PAVING SURFACES O F. INSTALLATION OF ANY FORMS OR O PLACING ANY CONCRETE TRENCH NOTE IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)B, IT SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY AND AHBL ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. AUTOCAD FILE AN AUTOCAD DRAWING FILE IS AVAILABLE TO ASSIST WITH SITE LAYOUT. PLEASE NOTE THAT ELECTRONIC FILES ARE PROVIDED FOR CONTRACTOR'S CONVENIENCE AND SHALL NOT REPLACE NOR BE USED TO SUBSTITUTE THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR PROJECT LAYOUT ACCORDING TO CONTRACT DOCUMENTS AND COST FOR ELECTRONIC AUTOCAD FILES. PHONE: (253) 383-2422 FAX: (253) 383-2572 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICT COVER SHEET DATE: DATE: DATE: DATE: 05/04/2017 FIELDBOOK: PAGE: DRAWING NO: C1.0 SHEET: OF: 1 43 R -393001 SEPA MITIGATION MEASURES O EARTH: co 1. A DEPARTMENT OF ECOLOGY GENERAL PERMIT TO DISCHARGE STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITY WILL BE OBTAINED. M CD 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 w 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 J COMPLETION TO ENSURE EARTHWORK AND FOUNDATION RECOMMENDATIONS ARE PROPERLY INTERPRETED AND IMPLEMENTED. C) AIR: O = 4. DUST CONTROL BMPS ARE TO BE IMPLEMENTED TO MINIMIZE DUST DURING CONSTRUCTION. THEY INCLUDE USING WATER SPRAYS OR OTHER NON -TOXIC DUST C, 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 Q TO LIMIT EMISSIONS CAUSED BY IDLING. Z 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 w IN THE USE AND STORAGE OF THESE MATERIALS CONSISTENT WITH ALL APPLICABLE REGULATIONS. WATER: w J 7. THE PROJECT WILL INSTALL A COMPREHENSIVE STORM DRAINAGE SYSTEM IN ACCORDANCE WITH CITY OF RENTON DRAINAGE REQUIREMENTS. DURING w CONSTRUCTION, A SWPPP AND ASSOCIATED BMPS WILL BE IMPLEMENTED TO MANAGE STORMWATER PROPERLY. PLANTS: O 8. APPROXIMATELY 10 TREES WILL BE RETAINED AND PROTECTED FROM CONSTRUCTION ACTIVITIES, AS DESCRIBED IN THE ARBORIST REPORT. INTRUSIONS (CUTS OR pC FILLS) SHALL NOT IMPACT MORE THAN 25 PERCENT OF THE ROOT PROTECTION ZONE. Q 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. PRELIMINARY PUD / CUP CONDITIONS OF APPROVAL (INCLUDING RECONSIDERATION 1. THE APPLICANT SHALL COMPLY WITH THE MITIGATION MEASURES ISSUED AS PART OF THE MITIGATED DETERMINATION 4-9-060. LANDSCAPING SHALL BE PLANTED WITHIN ONE YEAR OF THE DATE OF FINAL APPROVAL OF THE PLANNED URBAN OF NONSIGNIFICANCE ISSUED BY THE RENTON SCHOOL DISTRICT ON OCTOBER 21, 2016. 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 2. THE APPLICANT SHALL RECORD A FORMAL LOT COMBINATION IN ORDER TO ENSURE THE PROPOSED BUILDINGS ARE NOT LANDSCAPING MAINTENANCE CONTRACT WITH A REPUTABLE LANDSCAPING FIRM LICENSED TO DO BUSINESS IN THE BUILT ACROSS PROPERTY LINES. THE INSTRUMENT SHALL BE RECORDED PRIOR TO ISSUANCE OF CERTIFICATE OF CITY OF RENTON IS EXECUTED AND KEPT ACTIVE FOR A TWO (2) YEAR PERIOD. A COPY OF SUCH CONTRACT SHALL BE OCCUPANCY. KEPT ON FILE WITH THE DEVELOPMENT SERVICES DIVISION. 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 4-9-1501 C. 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. FACADE 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. FACADE. ARTWORK, ADDITIONAL GLAZING, AND MODULATION ARE SUGGESTED ON THE NORTH END OF THE PARK AVE N FACADE AND WEST SIDE OF THE N. 4TH ST. FACADE. A REVISED ELEVATION PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO BUILDING PERMIT APPROVAL. 21. THE RENTON SCHOOL DISTRICT SHALL COORDINATE WITH THE CITY TO ENSURE THAT SCHOOL ZONE SPEED LIMITS ARE SIGNED AND ENFORCED, AND THAT CROSSING 20. THE APPLICANT SHALL SUBMIT REVISED ELEVATIONS THAT PROVIDE INCREASED HEIGHT OR THE PERCEPTION OF GUARD LOCATIONS ARE IDENTIFIED AND STAFFED. 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. 22. THE RENTON SCHOOL DISTRICT AND SCHOOL ADMINISTRATION SHALL DEVELOP A NEIGHBORHOOD COMMUNICATION PLAN TO INFORM NEARBY NEIGHBORS OF 21. THE APPLICANT SHALL SUBMIT A LIGHTING PLAN THAT ADEQUATELY PROVIDES FOR PUBLIC SAFETY WITHOUT CASTING EVENTS EACH YEAR. THE PLAN SHOULD BE UPDATED ANNUALLY (OR AS EVENTS ARE SCHEDULED) AND PROVIDE INFORMATION ABOUT THE DATES, TIMES, AND ROUGH EXCESSIVE GLARE ON ADJACENT PROPERTIES; PROVIDES ORNAMENTAL LIGHTING FIXTURES; AND OTHERWISE MAGNITUDE OF ATTENDANCE. COMPLIES WITH EXTERIOR LIGHTING REQUIREMENTS OF RMC 4-4-075. 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. AS -BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY AHBL ,AND MAY INCLUDE NOTICE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERATIONaFTNISDOCI1YENrSHALLNVMIDAIETIE PROFESSIONAL SEAL AND SRNATURE. PUBLICATION OF AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING TNISDOCI11E11TD0ESNorDEROGATEFROMRESERVED OINERSIIP RN111S N ff. THIS DOCUIENT IS FOR USE FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY afLYFORTNEPRo�ECTIDENiFIDN1HE11TLEBLOpC AND IS NOT TO BE USED FOR REPAIR, REMODEL OR W a z DIRECT SUPERVISION ON THIS DATE: 08/23/2019. ADDITION TOTHAT PROJECT aRFOR ANrOTHER PRo�Ecr. > o J �� by � of wasgr� �0•p �;O3� �1 ` 0NAL� NON T A C O M A - SEATTLE • SPOKANE •TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 19253.383.2422 TEL 253.383.2572 FAX www.ahbl.com NEB 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. LUA17-000052, FINAL PLANNED UNIT DEVELOPMENT FOR SARTORI ELEMENTARY SCHOOL, ISSUED MARCH 17,2017 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 3 4 5 109 7 n. 9 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. 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. 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. 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. 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. 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. 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. 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. 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. APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS 22. THE APPLICANT SHALL SUBMIT A MATERIALS BOARD SUBJECT TO THE APPROVAL OF THE CURRENT PLANNING PROJECT BY: DATE: MANAGER PRIOR TO BUILDING PERMIT APPROVAL. THE BOARD SHALL INCLUDE COLOR AND MATERIALS FOR THE FACADE TREATMENTS, RAISED PLANTERS, SIDING, WINDOWS/FRAMES, AND CANOPIES. THE MATERIALS SHALL REDUCE THE BY: DATE: POTENTIAL FOR REFLECTION OF LIGHT AND GLARE. 23. ALL COMMON AREA AND OPEN SPACE SHALL BE LANDSCAPED IN ACCORDANCE WITH THE LANDSCAPING PLAN BY: DATE: 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 BY: DATE: CONSTRUCTION RECORD DRAWINGS 5 RAMP REVISION WJF 2/22/18 WJF SURVEYED: D. FOLLANSBEE SCALE: AS SHOWN VERTICAL: NAVD HORIZONTAL: HAD 1983/183/1991 DATU M c o� 1 CITY O F as,� �> RENTON Planning/Building/Public Works Dept. 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF DESIGNED: G. TAUSCHECK 3 CITY COMMENTS WJF 4/21/17 WJF 2 ADDENDUM NO. 3 WJF 3/17/17 WJF DRAWN: F. KATONAr'�Y ONE INCH AT FULL SCALE IF NOT ONE INCH 1 ADDENDUM NO. 1 WJF 3/1/17 WJF CHECKED FIERST W. NO. REVISION BY DATE A P P R SCALE ACCORDINGLY APPROVED: S. COMFORT SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICT CONDITIONS OF APPROVAL 05/04/2017 PAGE: C1.1 SHEET: OF: 2 43 • • N N O O O I Q0 Q J M N O O O C9 R-393002 GENERAL NOTES 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 CONSTRUCTION SEQUENCE 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. A 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. N NPDES PERMIT # (WA): WAR304354 GRAPHIC SCALE 0 20 40 80 1" = 40 FEET WJF 2/22/18 WJF SURVEYED: D. FOLLANSBEE WJF 12/13/17 WJF DESIGNED: G. TAUSCHECK WJF 4/21/17 WJF WJF 3/17/17 WJF DRAWN: F. KATONA WJF 3/1/17 WJF CHECKED: W. FIERST BY DATE APPR APPROVED: S. COMFORT SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CESCL TO BE PROVIDED BY CONTRACTOR CONSTRUCTION RECORD DRAWINGS VERTIAL:NOR ZONTAL: NAD Di 983/11991 +�; CITY OF RENTON DATU M Planning/Building/Public Works Dept. EXISTING LEGEND: SURVEY IL SET NAIL AND WASHER 5� FOUND MONUMENT AS NOTED o HUB AND TACK SET REBAR AND CAP MISCELLANEOUS BOLLARD MAIL BOX SIGN FENCE SANITARY SEWER U SANITARY SEWER MANHOLE o SANITARY SEWER CLEANOUT SANITARY SEWER LINE STORM DRAINAGE ❑ STORM CATCH BASIN 0❑ STORM MANHOLE ® ROOF DRAIN STORM LINE NATURAL GAS 6d GAS METER i� GAS VALVE GAS LINE TRAFFIC (� TRAFFIC SIGNAL POLE TRAFFIC CABINET POWER u POWER TRANSFORMER E__ GUY ANCHOR -0- UTILITY POWER POLE © ELECTRICAL VAULT z JUNCTION BOX 0 POWER METER LUMINAIRE - - - P UNDERGROUND POWER LINE - ()HF OVERHEAD POWER LINE TELEPHONE - TELEPHONE RISER mT TELEPHONE VAULT TELEPHONE LINE WATER FIRE DEPARTMENT CONNECTION FIRE HYDRANT K�I IRRIGATION CONTROL VALVE He HOSE BIB ® WATER METER m WATER VALVE WATER VAULT WATER LINE TREES A=APPLE, B=BIRCH, F=FIR, //A P=PINE, HA=HAWTHORNE HO=HOLLY, M=MAPLE, O=OAK, U= UNKNOWN SURFACING CONCRETE ASPHALT - -XXX- CONTOUR MAJOR INTERVAL - - - -XXX- - - CONTOUR MINOR INTERVAL - - PROPERTY/RIGHT-OF-WAY LINE BY: BY: BY: BY: APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS DATE: DATE: DATE: DATE: SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICT OVERALL TESC AND DEMOLITION PLAN 05/04/2017 PAGE: C2.0 SHEET: OF: 3 43 • • N N Q0 O O O Q0 Q J M N O O O I Q0 R-393003 i a _1 I I III I - b HVU NVV L=,5_1.2Y , �._:,:. 1� / , / / I ICI II r- -I r_a a - I / I �61111111 I I I " 1''.. 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PLAN 215.1 0) III■ .. ................. ........ ........ ......... ................ .... �> I .. . w .. .............. ...... .. .. . . ... ; , 1. ..............,................,...... -'l -'-'-'- . - . - . -'- ................. 7::::: ... " ..:,; " � " � " ..:, �: �: ) .: ? .. .�.�."�.MCD - �_ - w � I , .... . , . C2.4 . . . . . .....,.,. I . I .................. . ............... .....................................\ ........ SILT FENCE PER COR STD. PLAN 214.0 , SEE DETAIL 2, SHEET NO P RKIN ... . .. . .. - .................. . . 4 ................................. ........................... =V . ......... '. .A ... ... .0 I I I a-".14.. I ....................................... a ............................ @ ......... 0 �! .1 . .. � ...................................... ....................... . ..... . .. ...... ROCK OUTFALL 11 ...... 1: I ..... . . . ...... . j . . .............................................................. .................................................... . . .. .... 11 I I I ... ............. ....................... I . .. :.:.I . I qw I ............... . .. .0 I ................................................... ...................... . ......... 7.:.. @ a_ q I .. ...... .. .: .. ................................. .................. ............ ) CATCH BASIN FILTER PER COR STD. PLAN 216.30 ... EE DETAIL 1, SHEET 0 1 1 ......... . : , ........................................ I...................................., '' .20'...................... P. : : .. .. .... C2.3 �.:.. . , I I I I . .. .. I - - - - - - - - i STCB 4479 RIM= .63 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A . ................... . 0 . ...I ■ ... I I I-,-..,.,.,.,.,.,. 1, I .................................. .................. ...................... . .. ..... .. .. ........ ............................. .................. ................... . ... . I ..... . . . ... .......... ........................ ..................................... III -_!i�� ...... . 6" IP N IE=3 .38 ... I ,■I ......... . .. . :. I I I I 11 ........... I . . 1 6" CONC SE �E= .53 ,.,.,.,.,.. ........................................................................ ....................................... INTERCEPTOR SWALE PER COR STD. PLAN 217.10, SEE DETAIL 4, . . . .:.:I 1111 __ I DEMOLISH EXISTING TREE � " . I.. .. .. = ........ .........,.,.,.,.,.,.,. . . - IN , . . . . .......... ... .. . . ....... ......... _� I . - I ...... ... ....... .. ... ..... . I 11 ....,.,.,.,.., .. �.: : 6" 1.63 -:-'-'-'-'-'-'-'-'-'- .'''.'.'.'.'.'.'.'.'.'.'.'.....................E - ,!;, ""'' . .................. G) SHEET C2.3 I '... .. . .. ..... * I . I =�. .................................................................. .... . . ...... 11 .. I i...j ....... .. ... ..... .... ......... ......... ....... ......... . . .... ..... I IQ I I .. . .............. .. woof ......................... ........ ......... ■................. ........ ......... �,o . :-M I I I ... ...... ... _. .. . . .. ..................... ......... ......... ................ : ... . . � ......... . ........... . ...... .................. ......... ......... ........ .. . . . I ...... . .. " ____ I E: 35.96 1 1 1 .............. . . ............ ......... ................. ......... ........ ......... ........ . .. .. . I fl ...... . . . . . . : ..,.,.,.,.,.,....,.,.,.,.... ■-.-.-.-.-.-.-.-. . .............................................................................TREE PROTECTION FENCE . . . No ........ 1. . CHECK DAM PER COR STD. PLAN 217.40, SEE DETAIL 3, SHEET C2.3 I . I I I . , � I . ........ 0 . . , ......... ., 'A .................................... I ............. ........ ............. ......... ......... ........ ......... ... . I I 1'.. ............................ ......... . .......... ........ . ...... lr> 1 4.. . . A I ........ ..." .... ....................... ..................... 7 ...... .,.,.,.,.,........... .,.,.,.,.. ..................................................................................... .......... "... ............ .............................. . I I 1,, I . ........ .. ..................... .............................. . ..... �------ ....... ................ .............................. ...... � ....:,. .. ..V I I I C I ....... . I - ''I'll, .. . . ............... I................................................................................................................. I ................................,.,.,.,.,.,.,., . . ...................................................o PROTECT EXISTING STORM STRUCTURE AND ASSOCIATED A ... . . . ...... I I ... �... , . .. %.. .41. ...........................%.......................................................................................................................................................... ........................................ . . . . .............................. ............................ ........ .. I... . . I I . .. . . �. ..... ....................................... '' ................................... IE- 35.79 . . . . EXISTING PAVEMENT MAY BE TEMPORARILY LEFT IN PLACE TO MINIMIZE .... ........... .............. ............... .............................. . . . .......... ........... 0 ... ....... ;0.!. ... .. .................. .. ... . I . .. ........... .......... .w;w- .4wp ............... W. I .MJw" .. . .,:,O., .. .. I EROSION, SOIL SATURATION, AND ADDITIONAL STAGING AREAS. INTERCEPTOR . 4w.. I .�"- - - -.4111M '�",.,!,!,!,,� ... ........ .. . . ........ .,.,.,.,. � .0 .............. 1 . . . . ............ .. . . w:Jililop ................ ................ ........ . APPURTENANCES, TYP. .:.:I I I . .. I I I .... .. , ....... 111.1iii i I ........ . '' '' I'll, . I . I . I . I . I . I . I . 0 x...... I I � ......... �� . ....... . ...... - ....... ....... , - 'O.. .................................. at ........ I :.: . �� ........ ... . ........ ....... . .... ........... ......................................................................... . % - - - :: -:�:?�W.,.,.,., I I 11 11 1 2 .......... ................... I .......................................... .... .. . ... .:.:.:.:.:.: ...... ? . I . I .. . . . ........ ............................................ ... . . ., A ...................... y : ..... :-I ■ .0 3:1 DITCHES SHALL BE INSTALLED IN LOCATIONS TO ACCOMMODATE THE SITE 1 .... . : ... . ........ ..................................... .......... .......... ... .... ... ... ................ ..:. . .. . ...................... _j . -:1 a ... . . ........... :::,�,��� • -::�::- , � , :.:.-.-.-.-.-.-.I .................... D'.�-;.�.,40w-,.,"r% --��:10:1;1;.... ....... **.' -, • - -, -, - . ....... .. .j ................. z I . . . I. ......... -I.... I..... ....) ........................................................................ �� . . .. ........ . . ... k I, ''' . ... . ^ ...... . ...... ...... ........ ........ .. 0...0....%1M...r .... ... ... ..... .. I I I .. I.., C-1-1.1-1.1-1.1-1.1-1.1 .. ..;;.w..i... ..... � , ........... ......... • ... .. ... . ��--170- PROTECT EXISTING STORM DRAIN LINE, TYP. 5 RIM=35 v I ,.,. 'J. . .............. - 0 ........................... .; ......... ............. ............... ....... .... .. Ir . ................ CONDITIONS, CLUDING PAVEMENT. .......... I .... .... - I .. .. 0 . . . ................... . .. . .. � . '' , ........ ..:. . .. .. ..... .... .. . N IE=31 .. . . .ipw.,ir!,!!,.",...,.,.,...................................................................... ................. . ................................................................""............... . . .. _LLj ... ............... ........................................ .. - I :.:.,.,.,.,..-el...:.:-:-:-:-:-:-:-,.,- 'J ., s. ... PROTECT EXISTING POWER AND COMMUNICATION STRUCTURE AND . . .97 - ... I ............... q ....................... ...................... .................... I .. � ���w�] I - .47 1 �- .. ....�.....'...'...'................, 14 ..% ............................ ... %. �1 I --, II :-:��-D-;�-.'-.1;4 , , , , , .'.'.'.' ........................................................................................... ** ......... ,4111, . ... ................... ... ... ..,.,.,.,.,.,.,........ ........................ 4 ? 1ZD 9 . ..., 1 .. wo I .. � I I --I - D - � , " -,iiic.,;,W..rrr.-.-.-.-.-.-...-.-.-.-. ............................................................... .... ............................... ... i0-'-'-'-'-'-'-'-'- - - I RIM=35�75 : . . (3 X , - I ' - ..,.,.,.,........ .......... , , ... ................................. . ........... ):< ... .... ............................................................ - - - .:.:.:.:.:.:.:.:.:.:.:.:.:.,.,.,.,.'- - ..... "IN................. .. .. .. .... ... . ... - a: :1 . . E IE=31 . 47 1 - . i� . .. . ........................... I .......... .............................................. I 1 141! 1i : . .... ..... (D ASSOCIATED APPURTENANCES. SEE ELECTRICAL PLANS. 0 .... .. I . ............ I'll ...... S IE=31.57 . .. ........ . . •� I.,.,.,. : A .... ... .. :. �_-. ... .............................................. 'S.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'- - - - - .. i" .. �' , . ................................................... . - I IE=34.20 PROTECT EXISTING POWER AND COMMUNICATION LINE. SEE 4 , I.. . - .. 1. ... ��. ..... ....................................................... .................................................. . ........ . .. ... ... jr to -4: Ir .. . . ... .. ......................... ....... ........ ............ ....... I � .. .. 4 - I ........ .:.:.:.:.:.:.. .................................... III .. i .*... , . , . , . , . , . , . , . , . , . , . , . , . , . , . , . , . , . , . , . , ......................... I M-111111111ir _w = X x . . .... ................................................... ..................1111111� ................................ * .. ....... I ... ,:I , 1 , I""""""" , , , , , , , , , , """""""" , , , , , , , , ''.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'., , , -, . . .....,.,.,.,.,.,.,.,.,.,.'.'.'.'.'.'.'.'..........#V -'-'-'-'-'-'-'-'-'-'-'-'- 6" PVC NW ELECTRICAL PLANS. .. L_ - W_ j I �:�w ........... ......... ...................................................................... : .4 .....,.,.,.,.,.....N I .................... .. N 1 12 1 , :::::::::-:-:-:-:-: ................ . ................................... . 12 , J ... I ........................................................ _ - 11111* 6" PVC S I I ,:.:.. X" , 11 I N @ 3L 2L_ I GRIND AND REMOVE EXISTING CROSSWALK. ll X., ... ...... 11 I I I I I I I I I I I I I I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I.I ............ ""I'l"""""""""""""""""""""'I I I V-1 �( : . I a , I I I . . 1. .. .. . . - .'.' I - . - . - . - . - . - . - . - . - . - ........ . - � '' ::::::::::::::::::::::::::. . . . . . ... - E=34.15 ! 11 .. 0 ..... I ...... - w 11 I !..,. .- G. - - G ............... % 4% ......,.,.,.,.,.,.,.... . .: . I 71 _1711 I ---G-----G----- --::P.__-. '.#...................................................................... .......................... 1. .I. L_ I j ............... .......... '::I .................. I , I 1, .o 1 -759T_ . .................... *:.:.:.:.:.:.:.:-:-:-:-:-:-: ................... ...... %, ............. , DEMOLISH EXISTING FENCE. . �. .. I DEMOLISH CONCRETE INCLUDING , : I !1!1.1.11"1.1.1.1.1.I.I.I.I.1.1:.,:.I . ........................ % ■%%%'........ * ... J., :::.:.:.,.,.,.,.,....................................,........, .,.,.,.,.,............................ ... .. . , L' ...... , I I 11 12 .,. . .... . ..... . . . ... . :.: ... : .. ... .. ::::::::::::�:�:�:�:�:�:�:�:)::�:�- - 0 , .... - VEM 11 I f., ... .. .. . . . d� M - 0 A .... ......................... . . ........... .... . .: 1 ... . .. ... > ... :,-.- - .. ............................. '' . . .- -__ - ......... - .. ..... .. ... .................... .. S��, .. .. T 0. . T ........... UNDERGROUND COMPONENTS IN THEIR - - -M 4 ... > ... > ... .4.,. '... . S CB 7�4t RI =3f>3 1 * I . ... I . . . ............... ..... ....................... . . ftil ........... .... T I I I .............. ..* ..... ...... .. N'.% ............. .... . 1. .. I ....... I ........... v ... ... I . . . . .� 6" ............... .... qb ........ :.:-:-:-:-:-:-:-:.:.,.,.'.'.'.'.'.'..- ........ ..... *%. . . . ... 11 ... I CONIC E IE=32,p4 I ...... #. .4. ... DEMOLISH EXISTING TREE. . I .� I . ... .I,.- - 1-1-1-:::::::::-:-:-:-:-: S . . . . . .... 4 .... . . . IE- 34.75 .. .'T ...... . k .... ■... . ...................... ... ........... - . . . .. . .. ........... '�.'.' ...................... .. ... 4%. .......... . i. .. 00 ......] I . . . . II 11 ............................':1 .. ...... ......... ........ -t --L;:-:-. �, .:. 12" CPP OVERFLOW W . ......................... _- ..... % .... ... .... 0 NO PARKIN 0 11 I ... C� ..... % ... . TOP=34,74 BOTTOM=30,54 . I ..,.,.,.,.,.,.,............... ............. , ■.., .. .. ............... ... ........... . . .,. ... I . .. ......... - I I (D DEMOLISH STORM DRAINAGE STRUCTURE. 11 I '' '. . 3 . .................................... ........,.,.,.,.. .......................................... .. I X I ''' .4 .,. : I I . ......,.,.,.,.,.,.,... ..................................................................... ....................... DEMOLISH EXISTING GAS LINE, COORDINATE WITH PSE. : I.., '.' .. ... I IP """""""""""""""", , , , , , , ...... ........................................ ....................... a . .. .. .... N I I .......................... ......... ........................................... ...... . I ..... 4' . ..... ............ ........................... .,.,. .................. ........... . I I I ............................................................... .,.,...... .. - - .,.,.,. ................................ ..... ......... . . 0.1 ..... I I I ............... .........,.,.,.,. ... I .... . .... -S ... . . ........................... DEMOLISH EXISTING WATER LINE, CAP AT EXISTING WATER MAIN. I . I I.. OUTLINE OF PROPOSED SCHOOL .........,.,.,.,.. .......... , V-'-'-'-'-'-,-,-,:::: 4. .. A I . ........................................... ........ ..... ............. .......... . . A .......................................... . ..... . I .,. ..... . ........ ......... : ... �. , I I ...................................................................................,.,.,.,.,.,.,. . ... .. ....... ............ 6 RESTORE ROADWIDTH PAVEMENT PATCH, SEE DETAIL 4, SHEET C7.10. . E � I .... III F., I . ,-,� BUILDING. CONTRACTOR TO �, .................. .. .!S:.A:.:.:.:................................. . ....................... .......... . I . . .. .. . ................... .. . ..,.,.,.,F!,%% ................... . ................... .... I ... :A. .. . . ..... - - . . . 0 : I ..................................................................... ............. . ..... Li .% ... I E., ... 5 ..... . ..................................................... %%ft ................... .... C) .. .. . . . ........ , ....... ....... . .................. . ............. %. ... . IL_ P - I .w 'I r . . I I DEMOLISH PAVING WITHIN LIMITS ..... 4'' .... ............ . IAPPROVED FOR CONSTRUCTION .. ............................................ ... . ............ ............................ . . . a- I ..... F��� Ill 15- V., . ........................ .... k-'-'-'-'-'-'- %sw - ........... ... ................... :.:.] ... � I . ... -) I .I,.: ............................................................. i.: .............. - - ................. DEMOLISH EXISTING WATER MAIN. z . , . . . ........................... ............... ................. LU . .. ... . . . . . . .................................................................. ....... !'� ..... ... _� ... .... 4��� Ill ■NJ [::.: ...4..., 10 I PRIOR TO PILING WORK. PAVING ........ ..................::::71 :::�7:::::-,-,-",**,-, '' . . S : . 0 SUBJECT TO ERRORS AND OMISSIONS I I j.,.,. I .... BEYOND THE OUTLINE MAY .......................................... ....... ................. ... %. I __ I .... . .... NJ I .. .. ....................................... ........ ................ . .... .. : _j . .: ... . . .. .................................. . .. .. . ............................... ......... A. .... .. :. .. . 0 ......... . . . . . . . . . . . . . . . . . . . . . ..... - . - . - . - . - . - . - . - ...... ......... 7, ..... (/) . I NJ I > I ..... I II 0 . .. . . 1 4 N..., - -, I C� I Ill 01 , . � . .. I ( I TEMPORARILY REMAIN FOR ---- ----- ....... '''" S DEMOLISH EXISTING GAS METER. ... ..■ 0 , .. e....�, . ................................................. ................. ... ;. .,.. %. 1 .,4. ... . . . . . :. I I I I I 11 I STAGING PURPOSES. .............. - -�--.' ..., ..., ..., ..., ..., -, �---. - .. .'. .'. ". ". ". ". , , , , , , , , , , , , , , , , , , " .i .... . - I . . . ... : ................................ ..... ...... ... ... I *-. 6% 0 .. , . . . � z .q. - .A x STCB NJ 1".. : .............. .... . 4w '' %%�. A I .1 . 0 .. ...... #11,11, .. - ... ; ........ ....... .-IIIIIIIII! .1 1�36 '' . . ..................................................... - - - ........ PROTECT EXISTING SEWER PIPE AND MANHOLE I= I ..., - 1 BY: DATE: . i� .................. 10 I .... 41 ..4 ...... ......... . . . 0 .. -:-���'-'-'-'-'-'-'-'-'-'-'-' . . . I i.'.' I I ........................... ... I , : , 57< .. . I 11 RIM .13 S '' . . , . . ::::I N 1 2 2" qp I .1 __ I lo .,.,.,.,.,... ...................... A . ......................... .. ---w --- . L�j .4. 2 .,. ............. ........................................... ...... %..% -_ ( REMOVE AND RELOCATE EXISTING CROSSWALK SIGNAL, AND 4 . I ........ U1 I IE=I I' I .............................. ; ... ....... '.'. ... I :1 ......... : I ............................ ............... ., : r) . 31 2 0 . . : I . , , : . . . . . . . . . . . . . . . . . . . . . . .................... HANDHOLDS. SEE SIGNAL PLANS. . I.... ....I . BY: DATE: , - - . ....................... NJ , F . . . ........ ... .. .................................... e . . . . . . . *- ...................... . .... '. .1 I I I I . ... ...... ..... � . . . I I ... % I ........................................,.,."... .,... .... . . .. . - ......'. . ...........................,.,.... ..... 01 ...... ... I.. 10 ............,.,.,.,.............................................. .,.,.,.,.,.,.,... ................................. . . .. . '. A.. RIM=36.2 I I - ............................................................................................................ .. ... ................... ... '] ff, . . ..... ... .......................................... REMOVE AND RELOCATE EXISTING LIGHT POLE. SEE SIGNAL PLANS. . . IIF=32.18 � .. , 8 ........................................................................................................................ 0 � . . BY: DATE: ........................... - 8 -1 I - I I - I .. .1 . .. .................... - . .1 - . . ................ .. 4 I I . .... . . . .1 ..'11 . I I I ............................................................... - - IIIIIIIIIIIIIIIIII M DEMOLISH EXISTING TRAFFIC LOOPS, SEE SHEET C2.0, GEN. NOTE 13, mm SEE SHEET C2.2 (S TYPICAL. BY: DATE: i . 0E M " A E F N, � WA 'Aw CONSTRUCTION RECORD DRAWINGS � �V, fiv , AS -BUILT �� ., - 0 5 RAMP REVISION WJF 2/22/18 WJF SURVEYED: SCALE: DATE: 117 � - FOLLANSBEE VERTICAL: NAVD 19W _y - - - - - 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF D. AS SHOWN HORIZONTAL: NAD 1983/1991 " y S A R T O R I E LE ME N T A R Y SC HO 0 L 1 CERTIFY THAT THE INFORMATION SHOWN HEREON - DESIGNED: a '_ CITY OF M*MM - �� ' 05/04/2017 '_ ' �O�� E'-" v IE '- -"j ' � " =32 * * �� 1� "' CONIC W I E=32.'885 j 1 7 T_= - - �5- - - " _ # ���� - �� � _ __ E�� 71- : _ _ F i;, � _ � � _ _ _ _ . . �� H ==�. _ __ � _ � __ , ,4 -1 AD I - 'v* . I - 1____ '*_n0N1_0 PROTECT EXISTING �J_ -M .. ....... ..� r . . . . _. ...... _ ..... . . ..7 ! . ............ _ ! �!�!�� � _M _ . - � G. TAUSCHECK + ., + RENTON SCHOOL DISTRICT FIELDBOOK: WHICH WAS AS -BUILT BY AHBL, AND MAY INCLUDE NOTICE I M 3 CITY COMMENTS WJF 4/21/171 WJF DRAWN: - RENT ON PAGE: LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERAIION OF THIS DOWME14T SHALL INVALIDATE THE . - . 2 ADDENDUM NO. 3 WJF 3/17/17 WJF F. KATONA DRAWING NO: - MM04AL SEAL MID "ATURE. PUMCA70 OF �d - I ONE INCH DATUM AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING THIS DOICULUT DOES NOT DEROGATE FROM RESERVED ;P7 41803 NORTH TESC AND ONOWIP RIGHTS N IT. THIS DOCAUT IS FOR USE 0 ��6 I S Tf,VL T A C 0 M A - SEATTLE - SPOKANE - TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF CHECKED: I AT FULL SCALE Planning/Building/Public Works Dept. C2.1 FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY ONLY FOR THE PROJECT IDENTIFIED IN THE TITLE BLOCK W. FIERST AND IS. NOT TO BE USED FOR REPAIK REMODEL OR I DIRECT SUPERVISION ON THIS DATE: 08/23/2019. AGI To THAT PROJECT OR FOR MY 07HER PROJECT. IONAL 2215 North 30th Street, Suite 300 Tacoma, WA 98403 NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY DEMOLITION PLAN SHEET: OF: . /p.q/pnl q253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB S. COMFORT 1 4 43 M R-393004 m I O O Q z III w I w IIIIIIIIIIIIIIIIIIIIIIIIIII k IF .4 ,rill � ". 0 O r.• .• .• -.-.-.-. • - - • I • • • • • • • • • • • I, -I.-•-•-•. 0��������������►���������1 - I ________ 2�4?4244 CONTINUE BELOW :: - .. . V .,.,.,. -,�i��L --+•:': .......................... "........ ................ ............. ■ I;::::I::::::.:::::.:::::::::::::........:.:.:.:.......:::::.:'.' :�Fi 38.37 .. ............. , ��. __-E=3 92 ! I � 12" CONC IE-30.37 LzLncc LADDER So IlT • .. :.: �.. i ��• '' p p p p I p p I p #" p p 'p r' +' �' p I I -1 : p w LEGEND KEYNOTES Y P G & O S I R R I 1 I ••,`. • D WELL E I II I. R 11 L i ECO D 1 i q f '.'I I 'a SEE SHEET C2.1 I I i RA ■ I D W NG b r o I :: r' o I �j "•r 0 I 1. �-...... ,r p o I ,. 0 ,yam .y... �t.• p Z p I I '.� p p p 'r' s •. �s p p 1 ■ p I 1 'r . I I 1 I I' I p. y. I I rr• p ■ I I'• .I I. INJ t I I \ .. 4 ' . •.................'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'. '.'.'.'.'.'.'.'. '.'.'.'.'.'.'.'.' '.'.'.'.'.'.'. \\ .:'•..• . ... • ......................................................... ..'.'..':'.'.':...:':':':':.':':':':' " .'.' . ':':':::.':':' .'." .'.' .':' :.':'.::. ..•.•...•:•::.:::.•:•:•.•.•.•.•.•.•.':':':':':':':':':':':':':':':' : '.':':':' CONTRACTOR LAYDOWN AREA IE: 36.69 � U4 e .....................................................................'..............' ......'.'..'.'....................................................................... SEE SECTION, DETAIL 3, SHEET C2.4 .e.'. \\ . °I .1................................................ 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I 'p• V I.. } I J Q '.'• . ----- IE: 36.86 :.: I� .':':':':':':':':':':':':':':':':':':':':':': ':':':':':' .':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':':'. :':':I 1 Z t.....:: • . p Op p I I : i cc o I.'.' ................................................... o 0 o p p p p p ::I W ............................................................ I I I:':': .� }. p p 12' TIE p SEMp p p ■ I 1 1 a I 1 1) •'•I ■ 06 83 a a .. CS .26'86.'....... 38:3'7 Q I O ........................................................... �... ... 4...�p.. 0 0 o p Ljj � o p p p p p p p p p moo_ p p p � :' : f . IE: 35.3 6 ■ V ,I �)"! I :, I I..� ... ::.: 1:.:::::::::: ::::::::::::::::::::::: I 15.0 3 IE: 36.12 p 3 '.J ■ 1 11 i0 �:' IIIW :'I oe _ ■ 1 1.'.....'.'.'.'.'.'..........'.".'........................'.........'.'.'................................'.k.'. D .... ■ I 00 I R D 1 I' I.. ::::.:'. ':..........••:•:•:•:•:•:tvi`::.:300....'.. I C2.4 I p 1 I aEL: 37.00 Y I':':' 11 __ r IE: 33.50 ; , 26' 12" DIA D.I. PIPE @ 0.5%L ■ ■ ■ ■ ■ / I I �i I r� �... .............................................................................................. I I I P WFR EASEMENT l�� / V p 11 / ... I-E -- . 2-7 RIM=37.80 W IE=36.25 3 3 KEY NOTES 0 1 O SILT FENCE PER COR STD. PLAN 214.0 SEE DETAIL 2 SHEET C2.4 N C9 O CATCH BASIN FILTER PER COR STD. PLAN 216.30, SE D A 1, SHEET CD C2.3 O 03 INTERCEPTOR SWALE PER COR STD. PLAN 217.10 SEE DETAIL 4 O c SHEET 2.3 s 4 O CHECK DAM PER COR STD. PLAN 217.40 SEE DETAIL 3 SHEET C2.3 r- Q PROTECT EXISTING STORM STRUCTURE AND ASSOCIATED 05 APPURTENANCES,TYP. I 0 PROTECT EXISTING STORM DRAIN LINE, TYP. EXISTING POWER AND COMMUNICATION STRUCTURE AND (DPROTECT ASSOCIATED APPURTENANCES. SEE ELECTRICAL PLANS. OPROTECT EXISTING POWER AND COMMUNICATION LINE. SEE ELECTRICAL PLANS. 0 DEMOLISH EXISTING FENCE. 10 DEMOLISH EXISTING TREE. 11 DEMOLISH EXISTING GAS LINE, COORDINATE WITH PSE. LO O12 DEMOLISH EXISTING WATER LINE, CAP AT EXISTING WATER MAIN. N RESTORE ROADWIDTH PAVEMENT PATCH, SEE DETAIL 4, SHEET C7.10. O 13 DEMOLISH EXISTING WATER MAIN. O O 1 O14 DEMOLISH EXISTING GAS METER. C9 3 0 15 O PROTECT EXISTINGSEWER PIPE AND MANHOLE O 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 18 TYPICAL. O19 GRIND AND REMOVE EXISTING CROSSWALK. O20 DEMOLISH CONCRETE INCLUDING UNDERGROUND COMPONENTS IN THEIR ENTIRETY, TYPICAL. 21 DEMOLISH STORM DRAINAGE STRUCTURE. O22 PROTECT EXISTING TREE T REMAIN. SEE SHEET C2.0 FOR NOTE 14. • G O S O La ftl�l�- �� �.�II J-�- ® I ` t lw r �� - s ,= _ a � % ■ _ �I _ WAR _ •:1!! L - - - -- _ I aim AS -BUILT ��ti�A�F wAsx���� C17 I CERTIFY THAT THE INFORMATION SHOWN HEREON !�` ^' WHICH WAS AS -BUILT BY AHBL , AND MAY INCLUDE NOTICE . V LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALMA110HOFTHIS D WMBITSHALL INVALIDATE TIE PR0 M04AL SEAL AND "ATURE PUBLICATION OF �� AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING THIS DOMOTDOB NOT OMUTEFROM RESERvm °0.P 41803 sv� W aNL IP RW TS NCr �iFE N THE ISM ac �ECISTER� a FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY N,SOTMM�cTaORFOiAK10HER LOREcr. �SS'ONAL W DIRECT SUPERVISION ON THIS DATE: 08/23/2019. /23/ 11,� Awy'r ppm I IIIIIIIIIIIIIIIIIIIIIII 10 Hj B] L __.� TACO M A • SEATTLE • SPOKANE • TRI-CITIES 5 RAMP REVISION 4 STORM DRAINAGE REVISIONS 3 CITY COMMENTS 2 1 ADDENDUM NO. 3 1 1 ADDENDUM NO. 1 2215 North 30th Street, Suite 300 Tacoma, WA 98403 I N O • 1253.383.2422 TEL 253.383.2572 FAX www.ahbl.com wEa REVISION WJF 2/22/18 WJF I SURVEYED: D. FOLLANSBEE WJF 12/13/17 WJF DESIGNED: G. TAUSCHECK WJF 4/21/17 WJF WJF 3/17/17 WJF DRAWN: F. KATONA WJF 3/1/17 WJF CHECKED: W. FIERST BY DATE APPR APPROVED: S. COMFORT SCALE: SHOWN VERTIAL:AS HOR ZONTAL: NAD U 983/11991 "a CITY OF + -rNv REN TON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY N A GRAPHIC SCALE 0 10 20 40 1" = 20 FEET APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS DATE: DATE: DATE: DATE: SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICT SOUTH TESC AND DEMOLITION PLAN 05/04/2017 PAGE: C2.2 SHEET: OF: 5 43 R-393005 DRAINAGE GRATE GRATE FRAME v SEDIMENTAND DEBRIS ova FILTERED WATER 5" MAX. TRIM a 4 OVERFLOW BYPASS �vt> BELOW INLET GRATE DEVICE n A I A SECTION VIEW DRAINAGE GRATE - REC' ISOMETRIC VIEW NOTES 1. Size the Below Inlet Grate Device (BIGD) for the storm water structure it will service. 2. The BIGD shall have a built-in high -flow relief system (overflow bypass). 3. The retrieval system must allow removal of the BIGD without spilling the collected material. 4. Perform maintenance in accordance with Standard Specification 8-01.3(15). -M (TYP.) ti`�Y o PUBLIC WORKS CATCH BASIN FILTER STD. PLAN - 216.30 DEPARTMENT MARCH 2O08 CATCH BASIN FILTER (COR STD. PLAN 216.30) NOT TO SCALE 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 vOPO INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS 4"-8" QUARRY SPALLS GEOTEXTILE DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R-O-W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID / DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE \ ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD oo. ?i2 12" MIN. THICKNESS �� PROVIDE FULL WIDTH OF NOTES INGRESS/EGRESS AREA 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. GRAB TENSILE STREBNGTH (ASTM D4751) 200 PSI MIN. GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. MULLEN BURST STRENGTH (ASTM D3786-80A) 400PSI MIN. AOS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. zY PUBLIC WORKS DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE STD. PLAN - 215.10 MARCH 2O08 STABILIZED CONSTRUCTION ENTRANCE (COR STD. PLAN 215.10) NOT TO SCALE 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. AS -BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY AHBL ,AND MAY INCLUDE NVALDATETNE PROFES90NAL SEAL AND SNp1ATURE PUBLICATION OF AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING TNISD0a11E11TDOESNorUEROGAIEERONRESERVED OINERSIIP RNiliS III ff. THIS DOa11E11T 6 Fat USE CONDICTIONS AS DETERMINED BY ME OR UNDER MY pLYFORTNEPRo,iCTr1ENiFIDlITNETi1lEBAa( AND IS NOT TO BE USED FOR REPAIR, RFl10DEL OR ABBInoNTOTMATPRo�cTaREaRANTmIERPRo�Ecr. W z DIRECT SUPERVISION ON THIS DATE: 08/23/2019. r �l J . r tiy�� pF wAsHf��� 41803 �S`S-tONAL GISTER9 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. NON _ 5 RAMP REVISION I 4 STORM DRAINAGE REVISIONS N = 3 CITY COMMENTS 2 ADDENDUM NO. 3 TA C O M A - SEATTLE • SPOKANE •TRI-CITIES 1 ADDENDUM NO. 1 2215 North 30th Street, Suite 300 Tacoma, WA98403 NO. REVISION 19253.383.2422 TEL 253.383.2572 FAX www.ahbl.com NEB Y ROCK MUST COMPLETELY COVER THE m BOTTOM AND SIDES OF THE DITCH 6" MIN. � D o Daoao oCSO oa 24" MIN. DDo�ooDo Dam o a�oo�oo 000� 2:1 SLOPES Q�Qa��a 2"-4" ROCK L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION A B IIIII I L aow aa� I I I -III = I I; ,III oDa�O000 IIIIII1 I II I �a�oo�� III -III= IIII NOTES 1. CONDITION OF USE 1.1. WERE CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM PONDS OR TRAPS. 1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NON -EROSIVE DISCHARGE POINT. 2. MAINTENANCE STANDARDS 2.1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY. 2.2. THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING AND EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET. 'SY � /®� + PUBLIC WORKS CHECK DAMS SPACING AND STD. PLAN - 217.40 DEPARTMENT CROSS SECTIONS MARCH 2O08 CHECK DAM SPACING AND CROSS SECTIONS (COR STD. PLAN 217.40) NOT TO SCALE GENERAL NOTES: INSPECTION SCHEDULE: 2:1 MAX. SLOPE LEVEL BOTTOMm_--f 77_1 1' MIN. .� � I I I I I I I I I I IIIIIII � II I I J I I-1 2' MIN. SWALE SPACING DEPENDS ON SLOPE GRADIENT NOTES 1. CONDITION OF USE 1.1. REQUIRED AT: 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3H:1 V AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF. 1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELLOW. AVERAGE SLOPE SLOPE PERCENT FLOWPATH LENGTH 20H:1V 3-5% 300 FEET (10TO20)H:1V 5-10% 200FEET (4TO10)H:1V 10-25% 100FEET (2TO4)H:1V 25-50% 50FEET 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FOR SLOPES STEEPER THAN 2HA V WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER SPACED INTERCEPTOR SWALES MAY BE USED. THE DESIRE MEASURE MOST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP. 2.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED. 3. MAINTENANCE STANDARDS 3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 3.2. IF THE FACILITY DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE SWALES SHALL BE INCREASED. zY PUBLIC WORKS INTERCEPTOR SWALE STD. PLAN - 217.10 DEPARTMENT 'F'�N toy MARCH 2O08 INTERCEPTOR SWALE (COR STD. PLAN 217.10) NOT TO SCALE MULCHING NOTES: 1. CONTRACTOR SHALL PERFORM ADDITIONAL 1. ALL ESC MEASURES SHALL BE MAINTAINED AND REVIEWED ON A REGULAR CLEARING TO CONSTRUCT ONSITE AND OFFSITE BASIS. IMPROVEMENTS IF NECESSARY. 2. THE ESC SUPERVISOR SHALL REVIEW THE SITE AT LEAST WEEKLY AND 2. GENERAL CONTRACTOR SHALL PROVIDE AN ESC WITHIN 24 HOURS OF SIGNIFICANT STORMS. A SIGNIFICANT STORM IS ONE SUPERVISOR WHO IS A CERTIFIED EROSION AND WITH MORE THAN 0.5 INCHES OF RAIN IN 24 HOURS OR LESS. SEDIMENT CONTROL LEAD. 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. 3. CONTRACTOR SHALL CONFORM TO ALL REQUIREMENTS OF THE NPDES UNDER THE DOE'S GENERAL PERMIT FOR STORMWATER DISCHARGE HYDROSEEDING NOTES: FROM CONSTRUCTION ACTIVITIES AND THE SWPPP. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL REQUIRED RECORDS. 1. HYDROSEEDING SHALL BE APPLIED TO ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES UNLESS OTHERWISE NOTED. 4. SEE LANDSCAPE PLANS FOR FINAL VEGETATED SURFACING. 2. HYDROSEEDING TO BE AS SPECIFIED IN LANDSCAPE SPECIFICATIONS. 5. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE 3. APPLICATION TO BE 100 LBS/ACRE. CONDITIONS CHANGE THE EROSION CONTROL IS ALWAYS IN ACCORDANCE WITH THE MINIMUM CITY 4. 500 LBS/ACRE 10-20-20 FERTILIZER, 2000 LBS/ACRE MULCH AND 40 OF RENTON TESC REQUIREMENTS. LBS/ACRE SOIL STABILIZER TO BE APPLIED WITH SEED MIXTURE. 6. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE 5. SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 WILL OF TESC FACILITIES. CONTRACTOR IS REQUIRE IRRIGATION AND OTHER MAINTENANCE AS NECESSARY RESPONSIBLE FOR CONSTRUCTION OF ADDITIONAL TO FOSTER AND PROTECT THE ROOT STRUCTURE. CONTRACTOR FACILITIES INCLUDING BUT NOT LIMITED TO FILTER SHALL ENSURE PROPER ROOT GROWTH REGARDLESS OF FENCE, CATCH BASIN PROTECTION, SWALES, PLANTING SCHEDULE. MULCHING AND SEEDING. 6. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, 7. CONTRACTOR SHALL INCLUDE IN BID REMOVAL OF ARMORING OF THE SEED WILL BE NECESSARY. (EG, GEOTEXTILES, ALL TESC MEASURES AT COMPLETION OF PROJECT. JUTE MAT, CLEAR PLASTIC COVERING.) 8. REMOVE EXISTING SOD AND TOPSOIL AS 7. BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL NECESSARY TO PROVIDE IMPROVEMENTS. MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKES, CONTRACTOR SHALL DISPOSE OF EXCESS SOD SWALES, LEVEL SPREADERS AND SEDIMENT BASINS. OFFSITE. 8. THE SEEDBED SHALL BE FIRM WITH A FAIRLY FINE SURFACE, 9. SEDIMENTS TRACKED ONTO PAVED SURFACES FOLLOWING SURFACE ROUGHENING. PERFORM ALL OPERATIONS SHALL BE REMOVED BY SWEEPING. SEDIMENTS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. SHALL NOT BE WASHED DOWNSTREAM. SPRAY EXPOSED SOILS WITH WATER TO PREVENT DUST. 9. FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS RUNOFF SHALL NOT BE CREATED BY SPRAYING. RECOMMENDATIONS. AMOUNTS USED SHOULD BE MINIMIZED, EROSION CONTROL MEASURES SHALL BE ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS. PROVIDED THROUGHOUT CONSTRUCTION. t6R 9 MU 0fI FAURbFURAWINGS WJF 2/22/18 WJF SURVEYED: D. FOLLANSBEE SCALE: AS SHOWN VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY 0 F ' RENTONDRAWN. �r'N`� WJF 12/13/17 WJF DESIGNED: G. TALISCHECK WJF 4/21/17 WJF WJF 3/17/17 WJF F. KATONA ONE INCH AT FULL SCALE IF NOT ONE INCH DATUM Planning/Building/Public Works Dept. WJF 3/1/17 WJF CHECKED: W. FIERST BY DATE APPR SCALE ACCORDINGLY APPROVED: S. COMFORT BY: BY: BY: BY: 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. 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 PLANS APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS DATE: DATE: DATE: DATE: SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICT TESC NOTES AND DETAILS I 05/04/2017 FIELDBOOK: PAGE: DRAWNG NO: C2.3 SHEET: OF: 6 43 M 0 O 0 R-393006 O FLOW CONTROL STRUCTURE C2 4 co EMERGENCY-\ 6 6' 6� C2.4 OVERFLOW BERM BERM M 3 2 /D _ TOP O_FBERM _=36.892% 5 EMBANKMENT COMPACTED 1� _ _ 3 - - - - - - - - - EMERGENCY OVERFLOW =35.89 - - - - - - - - - - ----------- -- ' 95%. PERVIOUS MATERIALS - - - - �1 - - - TOP OF PRIMARY CONTROL STRUCTURE =35_69 - - - - - �h%C` MIN \ \ SUCH AS GRAVEL OR CLEAN TYP. w SAND SHALL NOT BE USED. - - - - MINIMUM - _�EXi-ST--NGfRE)UND _ SURFACE SEE NOTE 1 3 // r - - - - - - - - - - - AREA 1,893 SF 3 0' 1� �`� EXISTING - - - - - - - - - - - - GROUND BOTTOM OF POND = 30.89 37.2' ELEV = 30.89 20-MIL PVC POND LINER, 6" J NOTE: BELOW POND SURFACE. O INSTALL 6" OF SUITABLE SOIL O 1. WIRE BACKED SILT FENCE, STAKED HAY BALES ON TOP OF THE LINER. = WRAPPED WITH FILTER FABRIC, OR EQUIVALENT DEWATERING DEVICE 1 DIVIDER. LOCATION SHALL DIVIDE TEMPORARY (SEE RISER DETAIL) C2.4 U SEDIMENT POND INTO TWO APPROXIMATELY EQUAL CELLS. DEWATERING ORIFICE 1 (SEE RISER DETAIL) C2.4 <:c A SEDIMENT POND - SECTION A Z NOT TO SCALE w 6' 6' w BERM BERM J TOP _OFBERM -36.89 2% �1 EMERGENCY OVERFLOW =35.89-------- -- yl I� ' O ' r�\ TOP OF PRIMARY CONTROL STRUCTURE = 35.69 MIN %��' TYP. 3 5 EXISTING EXISTING / \ �1 GROUND GROUND \ BOTTOM OF POND = 30.89 20-MIL PVC POND LINER, 6" BELOW POND SURFACE. INSTALL 6" OF SUITABLE SOIL 1' ON TOP OF THE LINER. 0 3 SEDIMENT POND - SECTION B NOT TO SCALE eEMERGENCY 6' FLOW CONTROL STRUCTURE e C2.4 6' C2.4 OVERFLOW BERM 3 2�//D BERM 2°/y 1� TOP OF_BERM _=_37.00 5 EMBANKMENT COMPACTED _ _ - - - - - -_EM_ER_GENCY_OV_ER_FL_OW_=_36.00_ - - - - - TOP OF PRIMARY = 35.70 CLEAN _CONTROL _STRUCTURE MIN SUCH AS GRAVEL OR SAND SHALL NOT BE USED. - - - - - - - - MINIMUM SURFACE AREA 458 SF / \ TYP. EX-ST�-MC_ 3 3 EXISTING GROUND BOTTOM OF POND = 33.5 ELEV = 33.50 A SEDIMENT POND - SECTION 20-MIL PVC POND LINER, 6" - BELOW POND SURFACE. INSTALL 6" OF SUITABLE SOIL ON TOP OF THE LINER. 4' J NOT TO SCALE 6' BERM ?% TOP _OFBERM =37.00 1�r\rr ------------------EMERGENCY OVERFLOW =36.00--- r ------------- TOP OF PRIMARY CONTROL STRU�TURE `-- 35.70 SEE NOTE 1 \ EXISTING GROUND /\\ 20-MIL PVC POND LINER, 6" BELOW POND SURFACE. INSTALL 6" OF SUITABLE SOIL ON TOP OF THE LINER. g 8' SEDIMENT POND -SECTION NOT TO SCALE y OV TTASgt AS-BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY AHBL , AND MAY INCLUDE NOTICE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERATION OF THE DDgMENTSHALL INVALIDATE TIE PROFESSIONAL SEAL AND SIGNATURE PUBLICATION OFF! AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING THIS DOC(11ENTWESNOT DERDGATER MRESERVED 1.p 41803 w� L:i ONLY pHE PRDJWWO INT IDENTIFIED iTIIFED N THE 17LE IS MR USE ��' � -I STVIV, a FIELD CONDICTIONS AS DAND ETERMINED BY ME OR UNDER MY(SNOTMBEUCDFORREP�YOT"aiEIDELOREcr. �SSIONAL E��l z DIRECT SUPERVISION ON THIS DATE: 08/23/2019. ADWO TO 4 /23/z' 6' BERM 5 - - - - - - - - - - - - - 2 �1 - - - - - - - - - - - 21 / ---- - - - - -- MIN TYP. 1 3\\/ EXISTING 1 GROUND BOTTOM OF POND = 33.5 POLYETHYLENE C, PERFORATED POLYETHYLENE DRAINAGE TUBING, 4" MIN. DIAMETER. TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294 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. ■iom _ 5 ( 4 TACO M A • SEATTLE • SPOKANE -TRI-CITIES 1 2215 North 30th Street, Suite 300 Tacoma, WA 98403 N 0 19253.383.2422 TEL 253.383.2572 FAX www.ahbl.com NEB RAMP REVISION STORM DRAINAGE REVISIONS CITY COMMENTS ADDENDUM NO. 3 ADDENDUM NO. 1 REVISION NOTE: 1. REMOVE SPILLWAY RISER PRIOR TO INSTALLATION OF FL( CONTROL STRUCTUF RISER. PRINCIPAL SPILLWAY RISER PIPE NOT TO SCALE JOI NTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR FOI IIVAI FNIT Tn ATTArl4 FARRIr Tn PMM Li MAY, POST SPACING MAY BE INCREASED TO V IF WIRE BACKING IS USED 2'k2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC MINIMUM 4'x4' TRENCH BACKFILL TRENCH WITH NATIVE SOIL 2-x4- WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT Me DEWATERING CE. SCH. 40 L STUB. NOTES 1. CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. 30.100SIEVE SIZE(0.60-0.15MN1) FOR SILT FILM AOS (ASTM D4751) 50-IOOSIEVE SIZE (MM-O.1SMM) FOR OTHER FABRICS WATER PERMITTIVITY ASTM D491 0.02SEC11MINIMUM GRAB TENSILE STRENCHT(ASTM D4632) 180 LBS. MN. FOR WRA STRENGH FABRIC 100 LBS. MIN. FOR STAN DARD STRENGHT FABRIC GRAB TENSI LE ELONGATION (ASTM D4632) 30 % MAX. ULTRAVIOLATE RESISTANCE(ASTM D4355) 70%MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2HAV 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTE)CTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. ti�Y�o { PUBLIC WORKS SILT FENCE STD. PLAN - 214.00 =` $ DEPARTMENT 1Vtp MARCH 2O08 INFLOW - RISER PIPE (PRINCIPAL SPILLWAY) OPEN AT TOP WITH TRASH RACK \ DEWATERING DEVICE (SEE RISER DETAIL) \ FLOW STABILIZED ORUTLET OR CRESTOF WMIN. WIDTH EMERGENCY SPILLWAY / I'MIN. EMBANKMENT COMPACTED 95%. 1, _ _ _ _ _ _ _ PERVIOUS MATERIALS SUCH AS GRAVEL OR CLEAN SAND SHALL -� NOT BE USED. -- =------------ay ------------ DEWATERING -III-_ I I - - WIRE -BACKED SILT FENCE, ORIFICEW-1=1 III -I I I�I-kSTAKED HAYBALES WRAPPED I I I_I I C WITH FILTER FABRIC, OR 1DISCHARGE TO STABILIZED EQUIVALENT DIVIDER CONCRETE BASE CONVEYANCE, OUTLET OR LEVEL SPREADER NOTES 1. CONDITION OF USE 1.1. A SEDIMENT POND SHALL BE USED WHERE THE CONTRIBUTING DRAINAGE AREA IS 3 ACRES OR MORE. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE POND SHALL BE DIVIDED INTO TWO ROUGHLY EQUAL VOLUME CELLS BYA PERMEABLE DIVIDER THAT WILL REDUCE TURBULENCE WHILE ALLOWING MOVEMENT OF WATER BETWEEN CELLS. THE DIVIDER SHALL BE AT LEAST ONE HALF OF THE HEIGHT OF THE RISER. WIRE - BACKE 2-TO 3 FOOT HIGH, EXTRA STRENGTH FILTER FABRIC SUPPORTED BY TREATED 4-Xrs MAY BE USED AS A DIVIDER. ALTERNATIVELY, STAKED STRAW BALES WRAPPED WITH FILTER FABRIC MAY BE USED. 2.2. IF THE POND IS MORE THAN 6 FEET DEEP, A DIFFERENT MECHANISM MUST BE PROPOSED. 2.3. TO AID IN DETERMINING SEDIMENT DEPTH, ONE -FOOT INTERVALS SHALL BE PROMINENTLY MARKED ON THE RISER. 3. MAINTENANCE STANDARDS 3.1. SEDIMENT SHALL BE REMOVED FROM THE POND WHEN IT REACHES 1 FOOT IN DEPTH. 3.2. ANY DAMAGES TO THE POND EMBANKMENTS OR SLOPES SHALL BE REPLACED. �'�► '� PUBLIC WORKS SEDIMENT POND PLAN VIEW STD. PLAN - 216.00 DEPARTMENT AND CROSS SECTIONS MARCH 2O08 SEDIMENT POND PLAN VIEW AND CROSS SECTIONS (COR STD. PLAN 216.00) J f NOT TO SCALE CRUSHED SURFACING BASE N 0 0 0 0 0 COURSE PER WSDOT 9.03-9(3) 0 0 0 0 O O O QUARRY SPALLS 0 0 0 G EOG RI D NOTES: SUBGRADE 1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS. CONTRACTOR LAYDOWN AREA SECTION NOT TO SCALE EMERGENCY OVERFLOW WATER SURFACE 3" z��.- -1 - ELEV = "TOP OF BERM" 1.0' SPILLWAY DEPTH\� `\ 7, ELEV = "EMERGENCY OVERFLOW" V MIN. THICK RIP -RAP. 4" NON -WOVEN GEOTEXTILE 1 TO 8" QUARRY SPALLS FABRIC. MIRAFI 140N OR EQUIVALENT EMERGENCY OVERFLOW SPILLWAY 5 NOT TO SCALE APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS SILT FENCE (COR STD. PLAN 214.00) BY: DATE: NOT TO SCALE BY: DATE: BY: DATE: BY: DATE: WJF 2/22/181 WJF SURVEYED: SCALE: D. FOLLANSBEE AS SHOWN WJF 12/13/17 WJF DESIGNED: G. TAUSCHECK WJF 4/21/17 WJF WJF 3/17/17 WJF DRAWN: F. KATONA ONE INCH AT FULL SCALE IF NOT ONE INCH WJF 3/1/1 7 WJF CHECKED: W. FIERST BY DATE APPR SCALE ACCORDINGLY APPROVED: S. COMFORT CONSTRUCTION RECORD DRAWINGS HOR ZO TICA : HAD D 91968 1 ��-y °� CITY OF REN TON DATUM Planning/Building/Public Works Dept. SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICT TESC NOTES AND DETAILS II 05/04/2017 FIELDBOOK: PAGE: DRAWING NO: C2.4 SHEET: OF: 7 43 M R-393007 ,in &M, - •- -STREETSEE SHEET C6.7 u P'1 • � oj�illll ■ �� ■ \ 1 II1� 000 00 I 1 I 1 811 I O is ^ L 1 I I I I II I I -- - _ (- -37 SEE SHEET C3.1 1 I I I I I II III 1 Elt] RD \ � II II 111 1 I li III I - 38 COS III 1 1 1 I lb i 1 If �l II i l "' � � s DS 1 1 I I I DS 1 I DS 1 D I \ 11 1 1 I DS I \ 1 „ I 1 I C0 1 I I 5 111 I I W 11 I wIllli I S �bo - -36- 1 j I I i1 I 5 I 1 1 II II F��40 + � m��mm�w-am =I will 37----L-I� ' M I I 1 1 I II I /6s 1 II I !7J1 1 II 111 I DS I �� \ I 1 1 t III s i Ili I � Z 111 L I I 1 4` IZI�\I� I S SARTORI ( II ELEMENTARY 1 IDS I I / SCHOOL i S FFE=38.85 ` iL^^L� 1 FFE-38.50 1 SEE SHEET C3.2 g Ila I I -� X / I a IIII I / \ I D g 11 6 G - -I / b R(- 5� I I I � 1 ' ,II Ik I eee e°e e o0o I CD/ 100 I 1 I 0 II �� I 111 I I oli I I I `� ■ �11 I I. 1 1 O \/ 3IIT 11 I I it - I PI FPT- �A❑ ��I ..I.. P -- --� s- Ls=----s=---- --- - _ I �- = W= 67 LEGEND: ■ STORM CATCH BASIN ■Q STORM MANHOLE •Ds ROOF DOWNSPOUT • STORM DRAINAGE CLEANOUT - - - - GB GRADE BREAK D STORM LINE LARGE DIAMETER DETENTION PIPE ROOF DRAIN LINE RD FOOTING DRAIN LINE FD TRENCH DRAIN CONTOUR LINE XXX - - PROPERTY/RIGHT-OF-WAY LINE GENERAL NOTES: 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. -----G-- - --- 10G 10 T - - �� BY: Xo x-x-x ' F GRAPHIC SCALE P BY: 0 20 40 80 II II I + \ I I BY: I I 5 1 iii/jl / J _ 1" = 40 FEET BY: � J• F of wasgr��CONSTRUCTION RECORD DRAWINGS ��,�'�' AS -BUILT �A ao , 5 RAMP REVISION WJF 2/22/18 WJF SURVEYED: SCALE: �' D FOLLANSBEE VERTICAL: NAVD 1968 �1 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF AS SHOWN HORIZONTAL: NAD 1983/1991 ♦ y C I T Y O F I CERTIFY THAT THE INFORMATION SHOWN HEREON � DESIGNED: " � ,� WHICH WAS AS -BUILT BY AHBL , AND MAY INCLUDE NOTICE 3 CITY COMMENTS WJF 4/21/17 WJF G. TAUSCHECK % > RENTON LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND w n��FTM�s OTICE uLrwAuuATETME 2 ADDENDUM NO. 3 WJF 3/17/17 WJF °R'"'"` r'�' PROFESSIONAL SEAL AND ypUTURE• PDD�A� T:. F. KATONA AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING THIS DOCUIENTDOES NOT DERDDATERftRESERVED .p 41803 w� ONE INCH DATUM ''' FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MYONLY INTMWO PRo�EcrioETMrlT�iFEDIN TMe IS FOR USE ��� �EGisTER�� 1�� TACOMA SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF CHECKED: W. FIERST AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH a ADDITION TO THNOT AT PROJECT OR FOR ANY 07 ER PROJECT. SBE USED FOR FOAK RWODI1 ORSIONAL E�� SCALE ACCORDINGLY W DIRECT SUPERVISION ON THIS DATE: 08/23/2019. 2215Noth3othstreet,sulte3oo Tacoma, N0. REVISION BY DATE APPR APPROVED: J /23/201 9253.383.2422 TEL 253.383.2572 FAX www.ahbl.com NEB S. COMFORT APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS DATE: DATE: DATE - DATE: DATE: SARTORI ELEMENTARY SCHOOL 05/04/2017 RENTON SCHOOL DISTRICT FIELDBOOK: PAGE: OVERALL GRADING AND DRAWNG NO: DRAINAGE PLAN C3.0 SHEET: OF: 8 43 R-393008 CD 0 I J ME _ SDCB 24 A'^�(PUBLIC RIGHT-OF-WAY) �- c Z.ZL IL" NL W- - - I WORTF7 4TH-S R��1� - - IE: 32.22 12" W E: 32.34 (SW) CD IE:30.43 W ���������������������� CBTP€=I - W )-- ---W -I- o ° ° - -� - _ O I - SDCB 1 (D36- RIM:36.39 °°° . (9 ----- 8 0 -�-- _ _ IE:31.98�1-2" SE 36 - 6 w l 11 l II I I I i t II l i l J o I = I o O j ccI 0 Q �I1 L U � z I I , Ilm w I I II I ,Will i4 � w I 1 II J l i Q 11 I DC I i III 1 CD II D I Q I \ TCB 22J5 1 IM=35.67 I 1 2" CPP IW IE=3247 I I I I -+-- W I I II i - -4 W- KEYNOTES SDCB 77 I - 8 12 I� 12 IE: 31.98 12" (W) FG: �3 36.51 P 85 1 48" TYPE 2 CB 10 AN I ■ 1D D D �6/ 9 _ F SOLID LI FG: 35.87 p 86 D 11 , 1 i RIM. .54 A2Q ■ _ - ' FG: 36.3 FG: 36.46 - S , B-40' A FG: 36.59 I I I IE: 30.60 2" (SE) FG: 35. : 35.67 I IE: 30 12" (NW) P 1 F : 35.42 p 2 ■ P�42 FG: 35.56 Q SDCB 20 O I I I 1 . 30.60 12" (E DETENTION' SDCB 2 FG 35.42 FG: 35.56 FG: 35.18 ■ I I I I 2 567 FG: 35.18 SYSTEM 1 "'6, .SDCB 36119 II FG:36.29 \� I � I 7cn FG: 36.15 .16 1 4 IE�= 33. DETENTION A 6" • I I I Q SYSTEM 3 ro 4 I I I \ I FG: 36.52 FG: 7.59 I FG- 37. 7 FG: 7.31 G: 36. FG.36.51I I 1 FG:38.0 \FG:37. F 37.54 G:37.1 F 36.38 FG:36.66 I I 1 M M \ I cn 1 FG: 37.07 �, �A 1 FG: 37.64 I 1 I FG: 3 10 FG: 36.62 \ � � - - - 1 � FG: 36.92 4 O B D 4 I I 11\ A - - - - - - - - \ 0 1 I 1 FG: 3 22 FG: 36.50 FG: 36.69 I I I \ I 3 29 � C / \\ I �^ / FG: 37 28i F • 37.15 O I \ I W W O / 68 �O SDCB 47 52 /� - - p I _ \ SDCB 51 00 15 �" IE: 1.83 \ \ SDCB 8 FG: 37.68I Fsgvpp7421514 RI 3 .68 2 \ �' a - -37- �FG: 37.08 `0 o 8" PVC N-S ` o CENTER CHANNEL=29.03 ° 1 I FG:38.92 SDCB 48---,47•80a 1 �I FG: 37.64 ■ �� I I G: 7.39 FG: 38.09 G: 37.85 '37.7� - - - FG: 37.72 } I - 38.35 - FG:37.29 FG:37.61 , a ,,,-FG- 38.48 FG: 38.48 FG 37.16 FG: 38. 5 1 F : 36.42 FG: 37.46 FG: 37.40 'OOOO°°°°°` - - - FG: 37.97 SDCB 50 Q -14% FC 38.50 - - - o / �i 3 TC:38.33 N `5� o FG- 37.78 F :3 .00 I = I FG: 38.58 FG: 38 38 8 _ FG:37.94 FG:38.56 FG:39.21 FG:3 5 I Qf F : 36.49 5 4 Rp Rp 6 P 20 FG: 37.71� \ i CD 10 FG 38.47 FG: 38.13 - _ _ F 86 I I a FG: 38.68 FG: 36.85 38----- - ,(0 I I O // FG: 38.83 0 SDCB 4 16 FGI.90 FG: 36.85 I 1 FG: 38.6 FG: 37.65 �^ I I I I / ti 16 SDCB 18 I I 0 I _ � FG: 38.65� ° FG: FG: 38.83 � I � oco I / FG: 38 8 FG: 38.65 : J / / F 36.38 1_ I I I _ co 4 I 1 I ,-P 9 � �I 15 IE. 34.9 _ DS FG: 38.83 . ti \ ,� , �� I I SDCB 44 /FG:38.19 P �� P 70 DS FG: 37.99ID I I I 1I F p44 FG:38.05 I . P 73 FG: 37.13 II FG: 37.90 10FG-. 6.85 I 11 I I 6" IE: 32.21 (Be SDCB 96 P 14 1 FG: 36.85 I 3 I DS I I I G:38.17 1 1.59, :G-. 37.2 F 36.55 FG: 37.83 FG: 37.61 \ I 1 DS I I 1 1_ I II t 3 I FF: 38.85 10 C I I 1I- . I �N - FG: 6.85 I I aMo ' I co^ 1 M F 36.68- CF I � I P 12 Fq: 36.85 N I FG:37.63 I 16 SDCB 17 I 1 C' I I GRAPHIC SCALE - SDCB 45 \ I �FG: 37.90 I I I p FG:37.95 � I I I 0 10 20 / / �\ SDCB 12 16 �I DS _ 00 . P 45 p \\ P 18 I 1 ^ 1 - 20 FEET FG: 37.4-8 U,� CD FG: 36.90 FG: 36.85 , � 1 DS \ I I 0 � SDCB 10(14 F 38.37 ,�ro� F .36. 5 1 FG: 7.29 J � I I FG: 36.85 FG: 37.54 P 15 / DS P 74 1.42 0 \ I I I �� P 13 16 SDCB 13 I G: 38.16 I I 1 FG:37.55 G:38.06 FG 6.85 \ II 0 \ 1616-I I III \ I� SDCB MATCH LINE - SEE SHEET C3.2 OCONNECT ROOF DRAIN TO STORM DRAINAGE PIPE WITH A "WYE" Og CONTECH FILTERRA LONG SIDE CURB INLET (6'x10') ALTERNATE 13 THESTORM DRAINAGE SYSTEM.VIDE A SUMP PUMP IN THE BOTTOM PROVIDE A DOWNSTREAM CHECK ODISCHARGINGF THE DDCV TOE. 5 CONNECTIONS. ORIENTATION, SEE SHEET C7.4. STORM STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS SDCB 1 RIM = 36.68 36.5, 60" TYPE 2 CB IE =3E)5(12" E) 30 SOLID LID IE = 30.75 (12" NW) N 181135.12 IE =39.75 (36" SW) 31 E 1302089.12 SDCB 2 RIM =35.88 35.8: CB TYPE 1 IE =31.97 (12" W) 31 SOLID LID IE =31.87 (12" E) 31 N 181134.73 IE =31.87 (8" N) 32 E 1302153.50 IE =31-57 (6" SE) 31 SDCB 3 RIM = 36.83 48" TYPE 2 CB IE =31.45 (12" W)31 SOLID LID IE =31.45 (12" S) 31 N 181134.28 IE = 31.45 (8" E) E 1302228.56 SDCB 4 RIM =-36.35 36.4 CB TYPE 1 IE = 32.15 (12" N) N 180994.82 IE (8" SW)32 E 1302226.32 IE --32-45 (12" S) 32 SDCB 8 RIM =38-13 37.8( 48" TYPE 2 CB IE =31.68 (8" NE)31. N 181050.01 IE =31.69 (8" S) 31. E 1302043.81 IE _ " 31. RIM=37.99- 37.0 SDCB 9 S S IE =32.92-(8" NE) 32 TYPE1 1 B180957.44 IE =32.9-2-(8" S) 32. .E N 957.4 IE = 3.92-(8"�}33. E 130 1 IE =34.98 (6" -E-) 34. RIM = 3�-99-37.0 SDCB 10 IE =33.32 8" N) 33.. CB TYPE 1 IE =33-32-{8" S) 33. N 180 878.2 878.26 IE = 33-32-(8" NW) 33 E 130 3 IE =35.58 (6" f�) 35. SDCB12 RIM = 96.49- 36.E CB40 IE = 32.54 (12" N) N 180916.04 IE = 32.54 (8" S) E 1302225.14 IE = 33.56 (8" E) SDCB 13 RIM =3635- 36.4 CB TYPE 40 IE =32.84 (8" N)32.� N 180855.23 IE =32.84(8" S)32.� E 1302224.19 SDCB 16 CB TYPE 40 RIM = 36.58 36.5 N 180849.94 IE = 33.81 (8" N) 33.E E 1302378.52 STORM PIPE TABLE NAME DETAILS P 1 64 LF 12" PVC @9.59% 0.47`. p 2 75 LF 12" PVC @ 0.50% P 3 139 LF 12" PVC @- -SWlo 0.54 P 6 30 LF 8" PVC @ 2.87-0,; 2.07% P 11 78 LF 8" PVC @ 0.98% P 12 79 LF 8" PVC @9.694%0.54% P 13 58 LF 8" PVC @0-y9-07;r0.47% P 14 79 LF 12" PVC @$6044r0.41° P 15 61 LF 8" PVC @ 8.56°/s0.60% P 18 75 LF 8" PVC @ 9.60-07; 0.550/c P 19 65 LF 8" PVC @ 8.58 T 0.48% P 20 56 LF 8" PVC @ 9.614/ 0.57% P 24 23 LF 12 CPEP @ 0.66 /o P 26 296 LF 8" CPEP @ 9.59%0.5, P 42 66 LF 8" PVC @ 8.58% 0.53% 76 31. OCURB DRAINAGE OPENINGS AT PARKING ISLAND, IE: TOP SLAB=35.93 S SEE LANDSCAPE PLANS FOR SUBDRAINAGE CONNECTION. 60 LF 42" 0 DETENTION PIPE. SEE DETAIL 10 ON SHEET C7.8. @STORM DRAIN CLEANOUT 2 TYPICAL. GUTTER=35.18 OC7.2 IE=31.89 0 6" BACKWATER CHECKVALVE WITH CAST IRON LID, FULLY ACCESSIBLE 2 C7.1 C7.1 1 15 000NTROL MANHOLE. C7.1 10 ELEVATIONS. PROVIDE URBAN ACCESSORIES STANDARD ADA COVER. SEE LANDSCAPE ARCHITECTS PLANS FOR WALL WITH TOP OF WALL AND EASILY REMOVED FOR MAINTENANCE AND CLEANING. 3 228 LF 36" 0 DETENTION PIPE. 2 5 16 C7.1 C7.1 O CONTECH FILTERRA LONG SIDE CURB INLET (6'x12') ALTERNATE O ACCESS RISERS. 1 ORIENTATION, SEE SHEET C7.4. O RIM A= 37.52 C7 2 TOP SLAB=36.31 11 4" SOLID PVC FOOTING DRAIN @ 1.0%MIN. RIM B= 37.16 GUTTER=35.56 RIM C= 37.25 IE=32.27 12 CURB HEIGHT TAPERS FROM 6-INCHES TO 9-INCHES AT THE FILTERRA RIM D= 37.34 INLET PER SHEET C7.4 AM F CONSTRUCTION RECORD DRAWINGS �yy� OF TPAJ • Sgt�o AS -BUILT �A ao 11, 5 RAMP REVISION WJF 2/22/18 WJF SURVEYED: SCALE: ,�' D. FOLLANSBEE HORZO TAAL' HAD DIN 9 1 `� I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY AHBL , AND MAY INCLUDE NOTICE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERATION OF THE DOW ENT SHALLNVALIDATETIE PROFESSIONAL SEAL AND SIGNATURE PUBUCATO OF AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING THIS DOCI1STDOES NOT DE UTE FROM RESERVED ONIERSIIP MHT4 N R THIS DOMENT IS FOR USE 41 FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY ONLY FOR THE MECTIDEN eNTHE 17LEBLOCK M AND IS NOT TO BE USED FOR REPAN, REMODEL OR WDIRECT J 4 SUPERVISION ON THIS DATE: 08/23/2019. ADDInoNTOTHArPRaECTaRFORANYOTHERPRoicr. 4 STORM DRAINAGE REVISIONS W = 3 CITY COMMENTS ,ter 2 ADDENDUM NO. 3 ��0 �EGi T F� �yTACO M A• SEATTLE • SPOKANE •TRI-CITIES 1 ADDENDUM NO. 1 �SS10 AL E2215North30thStreet,Suite300 Tacoma, WA98403 NO. REVISION /23/201 9253.383.2422 TEL 253.383.2572 FAX www.ahbl.com NEB WJF 12/13/17 WJF DESIGNED: AS SHOWN N L. N / 9 1. C 1 T T O F WJF 4/21/17 WJF G. TAUSCHECK % > R E N TO N WJF 3/17/17 WJF DRAWN: F. KATONAr'N`��Y ONE INCH DATUM WJF 3/1/17 WJF CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. W. FIERST IF NOT ONE INCH p BY DATE APPR APPROVED: SCALE ACCORDINGLY S. COMFORT 0 0 I 74 ).6, 04 11 18 17 42 42 3 21 21 51 51 31 7 98 )7 )6 )6 t0 38 65 39 1 1 10 10 3 37 STORM STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS SDCB 17 RIM=36.58-36.5 CB TYPE 40 IE = 33.43 (8" S) N 180925.09 IE = 33.43 (8" N) I E 1302379.40 IE = 34.18 8" E SDCB 18 RIM=36-38-36.3 CB TYPE 40 IE =33-18-(8" S) 33.' N 180990.33 IE =33.18-(8" NW)33 E 1302380.20 SDCB 20 60" TYPE 2 CB RIM=36.49-36.5E SOLID LID IE = 32.08 (24" S) N 181127.64 IE =3Z 98 (12" NW)3' E 1302356.36 SDCB 40 35.35 CB TYPE 1 RIM=36.6r; SOLID LID IE =3H.78-(8" N)31.Q N 181133.88 IE =3H.78 (8" W)31., E 1302294.53 SDCB 44 RIM =37.83 37.8 CB TYPE 1 IE 33.19 (8"-E-) 33. N 180967.18 IE =3377 (6" W) 33. E 1302130.00 SDCB 45 CB TYPE 1 RIM=37.7fr37.7, N 180907.67 IE =35.35(8" SE)35. E 1302132.29 vW SDCB 47 3E 54" TYPE 2 CB RIM = 98.89 38.1, SOLID LID IE =335(8" SW) 3C N 181076.12 IE=335(36" NE) 3C E 1302057.68 SDCB 48 JE 48" TYPE 2 CB RIM=3:7.7Cr37.4, SOLID LID IE =32.08 (24" N) 32 N 181041.44 E 1302350.36 SDCB 50 48" TYPE 2 CB RIM=3:7-8437.8 SOLID LID IE =32.98 (24" N) 32 N 181041.44 IE = 32.81 (8" SE) E 1302356.36 SDCB 51 48" TYPE 2 CB RIM =3,7.76 37.7I SOLID LID IE = 32.08 (24" N) N 181053.44 E 1302362.36 STORM PIPE TABLE NAME DETAILS P 44 29 LF 8" PVC @3-69% 3.45% P 45 38 LF 8" PVC @ 5.42% 4.71 % P 63 37 LF 12" DIP @9.51%-0.38°/ P 68 6 LF 6" PVC @ 1.00% P 69 9 LF 4" PVC @ 1.54% P 70 3 LF 6" PVC @ 1.00% P 72 75 LF 6" PVC @ 2.59% P 73 8 LF 6" PVC @ 2.00% P 74 7 LF 6" PVC @ 2.00% P 83 24 LF 12 CPEP @ 0.50% P 84 19 LF 12" CPEP @ 0.52% P 85 48 LF 12" CPEP @9.69%0.41 P 86 275 LF 12 CPEP @ 0.50% P 87 34 LF 12" CPEP @ 0.50% APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICT NORTH GRADING AND DRAINAGE PLAN 7 3 3 13 2 30 16 SE 57 44 CV C9 CD O .89 I .75 O J .03 .09 I 3% 05/04/2017 PAGE: C3.1 SHEET: OF: 9 43 M R-393009 MATCH LINE - SEE SHEET C3.1 O I III \ FG:38.33 0.....I. SDCB 46 FG: 37.57 FG: 3 \ \ I M I I I I 1 f FG: 37.90 M I I t FG: 37.86 O r co I I 11 I I I DS o 0 6 10 / c? I I III 1 O I III I II ; SDCB 11 DS 10 FG 37.50 / I I I I I II II Q : 38:60- 9 I I III FG: 38.83-----__d M \ \� 1 P 16 �FG: 3 .85 I I 4 li III F : 38.81 FG: 38.32 I I I I \ II DS m FG: 6.85 / II III FG:37. 5 FG:38.28 FG:38.83 o I / /-FG:37.90 II \ I III FG: 37 FG: 38.83 I .49 I F : 37.56 I CD III III I I / / F0 37.29 J II 11111 I FG:38.83 II III O I FG:38.83 O 11 III I DS FG: 38.65 _ 111 II III II C FG: J8.83 RD FG: .33 FG: 38.22 U I II I FG: 37. 1 FG:38.24 f I ^ I II I III III I FG:38.83 \ 11 11111 I 14 END II I SDCB 26/ a FG: 37.90 --------- tFG: 36.8 FG: 37.50 I - 1 F 7.51 / \ \\I II I /� DS / D - f FG:36.85 / Z I \\\ II I I SDCB 14 12 P 17 12 SDCB 15 I - - W I DS FG:37.03 c� I w I _ 3� I : 37.54 o o \ w SDCB 2 �I I - / DS FF: 38.85 ( I f Q0 �/ I FG: 37.80 I I. I II coy-0)"� / FG: 37.84 - 12 I E. 34.7� I I FG: 38.83 I / (5 / I I l / FG: 38.83 38 i FG: 37.64 O I III I I 1 / I / FG. 38.71 I �I _ I DS FG: 38.48 r I / \ FG: 38.45 i I / o (� \ FG: 38.14 EG. 38.22 FG: 38. X \ II j x - FG: 38.45- F . 38.8 � FG: 8.52� G. 38. 2 FF: 50 II I r`J FG:38.35 FG:38.62 FG:38.71 / CD G. 38.69- ��1 III \ SEE SHEET C3.3 / DS FG: 38.98 39 � I I III FG:38.52 FG: 38.83 p FG:38.38 FG:38.46 F :38.54 cc Il I 1 FG: 38.83 FG: 38.83 FG:38.90 / 1 FG: 38.83 14 BEGIN oil � l lli 1 \ FG: 38.45 \ \ MIN. COVER 2' IE = 37.78 I 1 FG: 38.71 p`1�\° 13 I I II I \ J 1 FG: 38.81 1 6 11 FG: 38.43 r \ LT III 1 // FG:38.83 1 FIG FG:38.70 G.37 48 FG: 37.50 / `� DS FG: 38.33 DS MIN. / - I Q I / ~ I II COVER 2' / � -, CD � I X III 1 I R RD RD RD R /11 FG: 38.79 44 �� - - - - I I � I O I FG: 1 FG:38.34 FG: Q9 W / I 1 1 10G:8 - M FG: 39.i 8 I I O Z I P 55 I / Q f /------� __ -- FG:38.15 / FG:37.91 ,� II 1 I FG: 38.44 FG: 39.08 GB- Lu o 0 0 0 W FG: 38.48 DCB 2938.06 0 �' I� II II 1 �� 39 J 2 II �I I 1 \\ 1 2 F P 28 0 A4 rOolo f\I C� �I 1 SDCB 30 4 1 2 E IE: 33.15 3 S 1 Q a II I I I II 5 I� II I I 1 FG:37.48 FG:37.48 OP/ ■ • 7 11 G. 37.90 F�: 38.37 ` 1 - - M + 1 SD B 32 5 IE: 32.44 1 \ -- 1 / 37 ' 1 P 43 1 D TENTION SEE SHEET C3.3 I / ^ - I111 /I II 1 \ _ ' ��. oc nc- Q -- -- -- S STEM 2 S /I -D 12" IP S:IE: 31.15--------------- �_ �:.-.:-:-:--: T.t �..__ ._.�..--....- v I b w..... .. ................. . -. - .......................-.... - ..........� .�.-.-. - - - - - - 12" CONC W IE=29.35 ....................... NO PARKING NORTH 3RD STREET I...............--.8.-.-.-.-.�-.................................................. LADDER N (PUBLIC RIGHT-OF-WAY) :T :r ::::::::: _ .................... / -----�I- - -- - _ ..- - ^-.. ... --. .�.1. ...................... -::-:: = D .................... 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 Lij FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY W DIRECT SUPERVISION ON THIS DATE: 08/23/2019. T A f n KA A. CCA771 C. COnVAAIC .TOI f 171CC - 10 IVVILII JV"I OLIUCL, OULU JUV Idwild, VV vo4w 19253.383.2422 TEL 253.383.2572 FAX www.ahbl.com NEB RAMP REVISION STORM DRAINAGE REVISIONS CITY COMMENTS ADDENDUM NO. 3 ADDENDUM NO. 1 STORM STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS SDCB 11 RIM=37.88-37.2( CB TYPE 1 IE =33 61 (8" N) 33.1 N 180820.43 IE =33-61 (8" W)34.; E 1302163.34 IE =34.99 (6" E) 34.' SDCB 14 RIM = 36.35 CE CB TYPE 1 IE = 33.35 (8" N) CC N 180752.39 IE = 33.35 (8" E) E 1302222.58 SDCB 15 CB TYPE 1 RIM =3635 36.3 N 180750.20 IE =34.12 (8" W) 34. E 1302377.18 IE = 34.46 (8" S) SDCB 25 CB TYPE 1 RIM=36.-6+36.4,, N 180719.70 IE=34.:73-(12" NE)34 E 1302001.10 RIM=38-28-38.2 SDCB 26 IE=�68-(12" SW) 3 48" TYPE 2 CB IE =3338-(8" N)33.1 N 180 4 IE = 33.41 (4" E) 33.; E 13020 40.12 IE =33.68 (8" S) 33.1 SDCB 29 RIM =38.1� CB TYPE 1 IE 33.75 (8" S) 33 SOLID LID IE 33.75 (8" NE)33 N 180616.94 IE =3375(8" SE) 33 E 1302231.84 SDCB 30 RIM =38.85 38.0( 60"TYPE 2CB IE = 31.60 (12" S) SOLID LID IE =31.68 (36" E) 31. N 180595.49 IE =35.19 (6" N) 35. E 1302106.08 SDCB 32 RIM=3:7.65 37.4, CB TYPE 1 L IE =36.6r1 (6" E) 36. N 180583.88 IE =36.61 (6" N) 36. E 1302043.74 KEYNOTES 10 120 LF 48" O DETENTION PIPE. STORM STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS SDCB 33 RIM=3:7.87 37.84 35 CB TYPE 1 IE =36..87 (6" W) 35.95 ?0 N 180582.35 IE =32.58 (8" N) 33.19 )3 E 1302135.60 SDCB 46 CB TYPE 1 RIM=3:7.72-37.73 VERED N 180832.26 IE =35.32 (8" E)35.35 E 1302133.02 SDCB 53 3 54" TYPE 2 CB RIM =38.81 37.99 27 SOLID LID IE =3-1.68 (8" N) 31.59 N 180593.21 IE =31.68 (36" W) 31.59 E 1302232.10 54 STORM PIPE TABLE NAME P 16 DETAILS 103 LF 8" PVC @ 0.50% P 17 155 LF 8" PVC @ 0.50% P 25 52 LF 12" CPEP @3-�i4r2.79 P 28 24 LF 8" PVC @tea-9.3750 P 29 56 LF 12" CPEP @ 3.99% P 34 28 LF 8" PVC @ 0.70% P 35 27 LF 8" PVC @$$6% 0.80% P 37 11 LF 8" PVC @ 0.57% P 43 21 LF 8" PVC @ 2.43% P 46 33 LF 8" PVC @ 5.245b3.48% P 55 1 40 LF 6" PVC @ 3.32% ) 3.09 )9 )9 6" )9 84 89 89 51 06 )3 ?0 ACCESS RISER. 1 O2 RIM E = 37.90 C7 2 RIM F = 37.62 O3 STORM DRAIN CLEANOUT. 2 C7.2 40 CONTROL MANHOLE. 1 C7.1 OTRENCH DRAIN WITH SLOPED BOTTOM 5 BEGIN TRENCH DRAIN 4' SOUTH OF BUILDING CORNER. C7.3 OCONTECH FILTERRA SHORT SIDE CURB INLET (6'x6') ALTERNATE ORIENTATION, SEE SHEET C7.4. TOP SLAB=38.00 GUTER=37.25 IE=33.95 OCONTECH FILTERRA SHORT SIDE CURB INLET (6'x6') ALTERNATE ORIENTATION, SEE SHEET C7.4. TOP SLAB=38.02 GUTTER=37.27 IE=33.98 OCONTECH FILTERRA SHORT SIDE CURB INLET (4'x4') ALTERNATE ORIENTATION, SEE SHEET C7.4. TOP SLAB=37.70 GUTTER=36.95 IE=33.66 O9 SEE LANDSCAPE PLANS FOR SUBDRAINAGE CONNECTION 10 SEE LANDSCAPE ARCHITECTS PLANS FOR WALL WITH TOP OF WALL ELEVATIONS. 11 CURB HEIGHT TAPERS FROM 6-INCHES TO 9-INCHES AT THE FILTERRA INLET PER SHEET C7.4 12 PROVIDE URBAN ACCESSORIES STANDARD ADA COVER. 13 PROTECT EXISTING TREE TO REMAIN. SEE SHEET C3.0 FOR GENERAL NOTE 25. 14 PROVIDE ROOF DRAIN WITH 0.5% SLOPE. CONSTRUCTION RECORD DRAWINGS WJF 2/22/1 8 WJF SURVEYED: D. FOLLANSBEE SCALE: AS SHOWN VERTIHORIZONTAL: NADDi983/11991 �1 U CITY OF WJF 12/13/17 WJF DESIGNED: G. TAUSCHECK DATU M % > R E N TO N Planning/Building/Public Works Dept. p WJF 4/21/17 WJF WJF 3/17/17 WJF DRAWN. F. KATONAr'N`��Y ONE INCH AT FULL SCALE IF NOT ONE INCH WJF 3/1/17 WJF CHECKED: W. FIERST BY DATE APPR SCALE ACCORDINGLY APPROVED: S. COMFORT APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICT SOUTH GRADING AND DRAINAGE PLAN 05/04/2017 PAGE: C3.2 SHEET: OF: 10 43 �• • • 44 M R -393010 O M 6) M I O w ---- I I I I I I I \ F (?. 37.84 1 ul FC : 37.4T FIG 37.87 1 -- pl I \ I � � n � I I• I I FG: i37.73 38 FG: 8.05 C`.I I I I I I 4 4 I I FG:1137.80 I I I I I I I I I I I I I I I I FGi 38.03 1. _---� 1 I I I I I FG:138.24 -- I AS -BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY AHBL ,AND MAY INCLUDE NOTICE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND uTERAnaNaF1111soowYENrSHALL RlvwDATETHE PROFES90NA1 SEAL AND SN�lAIURE PUBLICAIN>fl OF AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING TMIsDocu�B+TDOES NOT DEROGATE FROM RESERVED OINERSIIP RIGHTS IN IT. THIS DOCI1LfNT IS FOR USE FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY ONLY FOR THE PRaEcroENTFImINTHE nnEeLoac AND IS NOT TO BE USED FOR REPAIR, REMOR W a J J • rl �•�ti�� OF ensAf�,cL; "0•p 41803 sv� �°+{' 'QECISTER� �' SSIONAL ;�2 LEGEND: NOTES: FF: 38.85 I' I' , I 1. �N I I ' I I I I I I I I I f I a. I I I 4 1 I I T I �I I I I I G` I I I I I I I I I I I \I I I FG: 318.36 / 11./1 N CONCRETE SCORING SEE LANDSCAPE ARCHITECTS PLANS DETECTABLE WARNING SURFACE PER WSDOT STD. PLAN F-40.15-02(TYP) 1. SEE SHEETS C3.1 AND C3.2 FOR STORM DRAINAGE INFORMATION. ■iom _ 5 4 ■ Hj BJL 2 TACO M A • SEATTLE • SPOKANE • TRI-CITIES 1 2215 North 30th Street, Suite 300 Tacoma, WA 98403 NO. 1253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB RAMP REVISION STORM DRAINAGE REVISIONS CITY COMMENTS ADDENDUM NO. 3 ADDENDUM NO. 1 REVISION I W- ----- W - NORTH 4TH STREET (PUBLIC RIGHT-OF-WAY) - FGI 36.19 FG: 35.67 FG: 35.60 FG7 6.00 -- - --- - FG: 36.83 I'C: 36.72 FG: 36.16 - P - - - - P- - FG:36.28 FG:36.23 FG:36.33 FG:36.10 TC:36.55 - 1 1 0 -000 0 00 �. I I00 O 00I. 00 ioo . 00 P O OO 90 00 001 FG: 361.93 O 'pl ' /� ° .. I JO d 00 L 00 ° \ 00 4 dl 4 r I TC: 36.94- I 1 II FG: 36.37 36 FG:35.78 FG: 35.87 FG: 36.46 I I I I I I I I �FG:38.37 35.80 6 DEPRESSED CURB FG: 38.31 - - - - - �FG: 38.52 \\ / H \ I I FG: 38.14_��/ FG- 38.45 Ca/ TC:38.30 TC:38.60 i FG:38.44 FG:38.50 TC:38.78 FG:38.28 FG:38.32 TC:38.49 FG:38.24 FG:38.28 T F6: 38.49 TC:,38.41 0 O 0O ° p o . . .i u o G: 38.77 FG: 36.83 7A 0 °. I. 000 0 t. I. I. I. . .I I I I 00�. 0. I. 0O 0. . .I I I -00----._� _ I. p og p d 14 1 d, aj 00 °0.1. . .I O 00 p C;.1 FGi 38.33i FG_38_.14 �r 38�4 0 0 0 _ FG: 38.19 �. r I. G: 38.16 0 0.. 1. 1. _+ . _�!_. 00 a .. F0: 38,631 1 I FG: 38.32 . _ _ _ _ - - _ -_ - -TC_ �� ��_ - TC:38. ----- ---- ``��-0F0 --(--� --- P-----Fcp_a7.& C: .93 n - - - � TC: 38.20 FG: 37.71 TC: 3 2 'L - P -�- �G: 37. /� FG: 37.80� TC: 38.2T P- - P- W---W-----W ---W ---W �.............c nrnnrciclrn ni rnn SECTION A NOT TO SCALE WJF 2/22/1 8 WJF I SURVEYED: SCALE: D. FOLLANSBEE AS SHOWN WJF 12/13/17 WJF DESIGNED: G. TAUSCHECK WJF 4/21/17 WJF WJF 3/17/17 WJF DRAWN: F. KATONA ONE INCH AT FULL SCALE IF NOT ONE INCH WJF 3/1/1 7 WJF CHECKED: W. FIERST BY DATE APPR SCALE ACCORDINGLY I APPROVED: S. COMFORT CONSTRUCTION RECORD DRAWINGS HORIZONTAL:VERTICAL: HAD D 1968 91 ��_y �a °4, CITY OF � o REN TON DATUM Planning/Building/Public Works Dept. N GRAPHIC SCALE 0 5 10 20 1" = 10 FEET APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICT ENLARGED GRADING DETAILS 05/04/2017 FIELDBOOK: PAGE: DRAWING NO: C3.3 SHEET:OF: 11 43 .. • • N C9 O O CD Q0 r Q J M R -393011 O M M O I w 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 FINISHED GRADE EXISTING GRADE @ PIPE CENTERLINE @ PIPE CENTERLINE ----1 - - - - - - - - -------- ------ ------------ - ------ - - - - - - '0 23 LF 12" @ 0.66% 0 0 0 64 LF 12" @ 0.50% 75 LF 12" @ 0.50% 0 66 LF 8" @ 0.50% � 9 0 B 34 LF 12" @ 0.50% 0 20 LF 12" U @ 0.50% EXIST. 8" SDCB 2 T SDCB 24 SDCB 77 SDCB 1 SEWER CB TYPE 1 SDCB 3 SDCB 40 SDCB 37 CB TYPE 1 48" TYPE 2 CB 60" TYPE 2 CB SOLID LID N 181134.73 48" TYPE 2 CB CB TYPE 1 48" TYPE 2 CB SOLID LID N 181168.55 SOLID LID SOLID LID N 181135.12 E 1302153.50 SOLID LID N 181134.28 SOLID LID N 181133.88 N 181179.28 E M: 35.43.04 RIM: N 130207 21 E E 1302089.12 RIM: 35.80 IE: 31.07 12" (W) E 1302228.56 RIM: 36.83 E 1302294.53 RIM: 35.63 E 1302025.70 RIM: 35.73 .43 1 �� IE: 30.43 12 (SE) M: 36.50.62 RIM: 36.54 RIM: 36.68 IE: 31.07 12" (E) IE: 31.45 12" (W) IE: 31.78 8" (N) IE: 30.33 12 (SE) IE: 30.43 12" (NW) IE: 30.60 12" (SE) IE: 30.75 12" (E) IE: 30.75 12" (NW) IE: 31.07 8" (N) IE: 31.45 12" (S) IE: 31.78 8" (W) IE: 30.33 12" (S) - IE: 30.60 12" (NW) IE: 30.60 12" (E) IE: 30.75 36" (SW) ) IE: 31.57 6" (SE) IE: 31.45 8" (E) I� cV I� 00 O � EXIST. 00 PROPOSED - - � rn 00 M - r- Ln I� I� Ln n ( co r� � GRADE � f GRADE n L6 M M M ELEV. M ELEV. M M M M M FINISHED GRADE @ PIPE CENTERLINE EXISTING GRADE @ PIPE CENTERLINE 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 HORIZONTAL SCALE: 1 "=20' VERTICAL SCALE: 1 "=5' KEYNOTE OURBAN ACCESSORIES STANDARD ADA COVER 2C PROVIDE ETHOFOAM PAD AT CROSSING PROP. 8" _ -------- WATER - - - - - - - - - - - - -----r------------------ _ -- ----� -ice ---------- 6 - - - - - - - - - - - - - - - - - - -- _------- - - -- - - - - - 52 LF 12�� @3.15% 60 LF 42" @ 0.00% 296 LF 8" @ 0.50% b 30 LF 8" @ 2.87% 8 ° PROPOSED LJ SDCB 26 ELECTRICAL 48" TYPE 2 CB DUCT BANK N 180754.36 SDCB 8 E 1302040.12 SDCB 1 SDCB 47 48" TYPE 2 CB RIM: 38.28 60" TYPE 2 CB 54" TYPE 2 CB N 181050.01 IE: 33.08 12" (SW) SDCB 25 SOLID LID SOLID LID E 1302043.81 IE: 33.08 8" (N) CB TYPE 1 N 181135.12 N 181076.12 RIM: 38.13 IE: 33.41 4" (E) N 180719.70 E 1302089.12 E 1302057.68 IE: 31.60 8" (NE) IE: 33.08 8" (S) E 1302001.10 RIM: RIM: 36.61 RIM: 38.09 IE: 31.60 8" (S) IE: 30.75 12" (E) IE: 30.75 8" (SW) IE: 31.77 6" (W) IE: 34.73 12" (NE) IE: 30.75 12" (NW) IE: 30.75 36" (NE) IE: 30.75 36" (SW) - 00 co cfl co cfl o t` o It EXIST. LO PROPOSED (.0 (.0co 0') LO rn Cfl CV � CV O O CO GO GO CO CO 00 O V M ti C r- r- 00 r- c r- r- r- GRADE r- f GRADE r- r- co '� o6 o6 Gp 1-: M M M co M N-) CO M M M ELEV. C0 ELEV. M M rl� M M M M M 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 EXISTING GRADE FINISHED GRADE @ PIPE CENTERLINE @ PIPE CENTERLINE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J �. - - - - - - ,� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 17 155 LF 8" @ 0.50% 79 LF 12" @ 0.50% 61 LF8'@0.50% 0 103 LF 8" @ 0.50% ° 139LF12„ @0.50% O 7SDCB OSDCB 15 SDCB 4 O O - SDCB 14 O N 1 TYPE 1 N 180750.20 SDCB 3 CB TYPE 1 SDCB 12 O CB TYPE 40 CB TYPE 1 E 1302377.18 48" TYPE 2 CB N 180994.82 - E 40 - N 130 N 180752.39 SOLID LID E 1302226.32 NB18 916.04 E 224.1 E 1302222.58 1E34 12 8 (W) N 181134.28 RIM: 36.35 E 1302225.14 M:36. 5 RIM: 36.35 RIM: 36.35 E 1302228.56 IE: 32.15 12" (N) RIM: 36.49 IE: 32.84 8" (N) IE: 33.35 8" (N) RIM: 36.83 IE: 32.15 8 (SW) IE: 32.54 12" (N) IE: 32.84 8" (S) IE: 33.35 8 (E) IE: 31.45 12" (W) IE: 32.15 12" (S) IE: 32.54 8" (S) IE: 31.45 12" (S) - - IE: 31.45 8" (E) N M rn cfl O rn O N 0-) CV cfl LO LO Cl) cfl rn EXIST. 0 It PROPOSED O q O O' (0 O o LO - (.0 n CA M n CM O CM n M L)00 CO c 0 0 G0 0 c c cp (.6 (.6 GRADE f GRADE M M M M M N) C'M M M M M M ELEV. c`) ELEV. M M I M r M M M cr) h% CO AS -BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY AHBL ,AND MAY INCLUDE NOTICE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERAnoNaFTHIS OOaIYENrSHALLNVALDATETHE PROFES90NAL SEAL AND SNp1ATURE PUBLICATION OF AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING THIS D0a11ENTD0ESNorUEROGAIEFRONRESERVED ottTa:sxv RIa115 N ff. THIS DOa11E11T 6 Fat USE FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY pLYFOR THE PRo�iCTr1ENiFIDlITHE TiIlEBAa( R, RFl10D BITIottAND IS NOT TO BE USED FOR REPAEL OR DIRECT SUPERVISION ON THIS DATE: 08/23/2019. ABTOTMATPRaECTatFaRANTmIExPRo�Ecr. z J J . oV wasH11, _ 5 RAMP REVISION ' 4 STORM DRAINAGE REVISIONS 3 CITY COMMENTS .� 2 ADDENDUM NO. 3 oEC180yll:���ww TACO MA- SEATTLE•SPOKANE•TRI-CITIES 1 ADDENDUM NO. 1 SjONAL E� 2215 North 30th Street, Suite 300 Tacoma, WA98403 NO. REVISION /23/201 9253.383.2422 TEL 253.383.2572 FAX www.ahbl.com NEB CONSTRUCTION RECORD DRAWINGS WJF 2/22/1 8 WJF SURVEYED: D. FOLLANSBEE SCALE: AS SHOWN VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 y O`l fiy CITY OF � ,� ' R E N TO N �r'N`�� WJF 12/13/17 WJF DESIGNED: G. TALISCHECK WJF 4/21/17 WJF DRAWN. WJF 3/17/17 WJF F. KATONA ONE INCH AT FULL SCALE IF NOT ONE INCH DATUM Planning/Building/Public Works Dept. WJF 3/1/17 WJF CHECKED: W. FIERST BY DATE APPR SCALE ACCORDINGLY APPROVED: S. COMFORT APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICT STORM DRAINAGE PROFILES I 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 05/04/2017 FIELDBOOK: PAGE: DRANNG NO: C3.4 SHEET: OF: OF:43 a N O O O J M N O O O I R-393012 W z W J 4 R -39301 3 N O O O Q J M CV O O O T I I I 1 1 1 I w I w J 1 II it w II 1 II DC CDoil 11 II 1 Q _ 1 O O ��_ - _ SSMH 666 RIM=36.01 22" ER C E-W CENTER CHANNEL=27.66 _ - - - - - - - - - 8' PVC S IE=28.36 NORTH H-STREET----c - 0 - - O ;_ l _ 1-� -_- -_--_-_ _ _ Lj C4.1 "------- %�ESHEET --- -WATER PLAN ................ .... -----w - w----- w -----w-- = = = = = = = i III 45; LECTRICAL VA T, SEE LECTRICAL PLANS, SHEET I J ull \ E 1 AND E102CD NINa> �� ❑ I I II 7\7 I I II u III IG FIRE LANE - NO PP. SSMH 4174 RIM-v .ti8 8" PVC N-S CENTER CHANNEL=29.03 1 �, 1 �I I 1i I �38.3 2HR PARK (,b CENTER OF 1 (Y� CHANNEL: 29 3 LADDER E 1 1 I � I 1 11il Vl 0 1 SEE SHEET C4.2 1� FOR SANITARY 1 SEWER PLAN 1 AND SHEET C4.3 1 FOR SANITARY " SEWER PROFILE I III ' i i I 00 1 1 III 1 I I M I� co 1 co 1 1 I 1 I 2HR PARKING 1 I I I 1 I I 1 I I 1 �I 1 I 1 � VENT PIPE, SEE ; 1 MECHANICAL PLANS FOR CONTINUATION 1 III FOR CONTINUATION OF GAS DESIGN SEE ICI MECHANICAL PLANS, SHEET P100A AND P101A L C 0 it III T I I COORDINATE PROPOSED GAS SERVICE WITH PUGET SOUND ENERGY (PSE). WORK SHALL BE COMPLETED BY _ 1 PSE AT THE EXPENSE OF THE CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS I - - - C I INCURRED TO CONSTRUCT THE GAS SERVICE. TRENCHING, BEDDING AND BACKFILL FOR THE GAS LINE I V10 ® SHALL BE PROVIDED BY THE CONTRACTOR. A SEPARATE III FRANCHISE PERMIT IS REQUIRED FOR GAS INSTALLATION -- I IN THE PUBLIC RIGHT-OF-WAY. �r, do AN _'_..:T _ ■ i t-�� ice'=7r'i ,-�' _ ..�!' _ �ti. �i .■ I i.i .C�i�t'� Ad .: �: ►�II�VI • �� ;1 ,,� �i uI s I�R SSMH 2428 RIM=37.25 42" CONC E-W CENTER CHANNEL=24.75 LADDER N 1 (- II ���I LJ x ll 5" 1 I ° II 1 mom CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY AHBL ,AND MAY INCLUDE NOTICE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERA710NaFTNISDOCI1YENrSHALLNVMIDAIETIE PROFES90NAL SEAL AND SIGNATURE PUBLICATION OF AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING TNISDoanENTDGESNorDERocATEFROMRESERVED OIMERSIIP RN#115 N R THIS DOCUIENT IS FOR USE FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY afLTFORIHEPRo�ECTIDENiFIDN1HE11TLEBLODC AND IS NOT TO BE USED FOR REPAIR, REMODEL OR DIRECT SUPERVISION ON THIS DATE: 08/23/2019. AODInoNTOTNArPRaECTaRFGRANTOTNERPRo�Ecr. LJ a z J I J. 5 RAMP REVISION 4 STORM DRAINAGE REVISIONS 3 CITY COMMENTS 2 ADDENDUM NO. 3 �1�pGI,$�E TACO M A• SEATTLE • SPOKANE •TRI-CITIES 1 ADDENDUM NO. 1 �� IONAL E��l 2215 North 30th Street, Suite 300 Tacoma, WA98403 N0. REVISION /23/201 9253.383.2422 TEL 253.383.2572 FAX www.ahbl.com NEB N GRAPHIC SCALE 0 20 40 80 1" = 40 FEET WJF 2/22/1 8 WJF SURVEYED: SCALE: D. FOLLANSBEE AS SHOWN WJF 12/13/17 WJF DESIGNED: G. TAUSCHECK WJF 4/21/17 WJF WJF 3/17/17 WJF DROWN: F. KATONA ONE INCH AT FULL SCALE IF NOT ONE INCH WJF 3/1/1 7 WJF CHECKED: W. FIERST BY DATE APPR SCALE ACCORDINGLY ,APPROVED: S. COMFORT PROPOSED LEGEND: NOTES • BOLLARD 1. ALL CONNECTIONS TO EXISTING CITY WATERMAINS SHALL BE DONE BY CITY. SANITARY SEWER MANHOLE CONTRACTOR SHALL REFER TO CITY STANDARD DETAILS 300.1 TO 300.5 FOR • SANITARY SEWER CLEANOUT "BEFORE & AFTER" CONNECTION DETAILS. OD 2. "POLYPIGGING" STATIONS SHALL BE VERTICAL CROSSES PER CITY STANDARD O ■ STORM CATCH BASIN � DETAIL 300.6. O ■� STORM MANHOLE p ADS ROOF DOWNSPOUT O c.� o GAS METER GAS VALVE FIRE SPRINKLER NOTE UTILITY POLE E- UTILITY POLE ANCHOR WHERE THE UNDERGROUND WATER SUPPLY TEES OFF TO SERVE ONLY A FIRE SPRINKLER SYSTEM, A SEPARATE DETAILED PLAN MUST BE SUBMITTED BY THE PAD MOUNTED TRANSFORMER COTRACTOR AND APPROVED BY THE FIRE MARSHAL PRIOR TO INSTALLATION. © POWER VAULT � THRUST BLOCKING FIRE PROTECTION NOTES 90° BEND MJ THE FIRE PROTECTION SYSTEM INCLUDING MATERIALS, SIZING, AND 45° BEND MJ CONFIGURATION IS SUBJECT TO A CONTRACTOR PROVIDED DESIGN BY A FIRE PROTECTION ENGINEER, AND AS SUCH, THE FINAL DESIGN OF THE FIRE CV 22.5° BEND MJ PROTECTION SYSTEM MAY DEVIATE FROM THE SYSTEM SHOWN. THE FIRE O PROTECTION SYSTEM AS SHOWN FROM THE MAIN LINE TO THE CONNECTION C9 �-� 11.25° BEND MJ AT THE BUILDING SPRINKLER IS INTENDED FOR LOCATION OF THE FIRE O O TEE FL HYDRANTS AND FIRE DEPARTMENT CONNECTION ONLY. CONTRACTOR'S BID p SHALL REFLECT THE CONDITIONS OF THE FIRE PROTECTION ENGINEER'S ' TEE MJ DESIGN. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL FIRE O PROTECTION ASSOCIATION REQUIREMENTS AS SET FORTH BY "NFPA 13", ITS ]S-[ TEE MJ x FL AMENDMENTS, AND LOCAL REQUIREMENTS, INCLUDING BUT NOT LIMITED TO Q K GATE VALVE MJ x FL ACQUISITION OF ALL PERMITS. J �C GATE VALVE MJ N CHECK VALVE w FIRE DEPARTMENT CONNECTION GENERAL NOTES: Ak FIRE HYDRANT 1. SEE SHEETS C7.3, C7.5, C7.6, AND C7.7 FOR STANDARD WATER NOTES AND 0 IRRIGATION CONTROL VALVE DETAILS. 0 WATER METER 2. FILL AND COMPACT THE ROADWAY PRISM TO FINISH GRADE PRIOR TO EXCAVATION ® FOR INSTALLATION OF NEW WATERMAIN. POST INDICATOR VALVE 3. ALL BENDS SHALL HAVE CONCRETE BLOCKING PER C7.6 C7.6 'AND C7.6 G GAS LINE P ELECTRICAL LINE LO 4. TRENCHING, BEDDING, BACKFILL, AND PAVEMENT PATCHING FOR THE GAS LINE r- W WATER LINE SHALL BE INCLUDED IN THE SITE CONTRACTOR'S BASE BID. THE GAS LINE SHALL BE CV I IRRIGATION PER RECORD DRAWING INSTALLED BY PSE. O O F FIRE SERVICE LINE 4 O X X FENCE 5. TRENCHING SHALL BE CONSTRUCTED PER DETAIL C7.10 C9 CONCRETE 6. ALL WATER MAINS SHALL HAVE MINIMUM 3 FEET COVER. ASPHALT 7. PROVIDE TWO-WAY CLEANOUTS AT CONNECTIONS TO BUILDING PIPING PER DETAIL 3 - - PROPERTY/RIGHT-OF-WAY LINE C7.2 CONSTRUCTION RECORD DRAWINGS VERTIA HORZONTnL�NADDi983�T991 1,1 U CITY OF R E N TO N DATUM Planning/Building/Public Works Dept. S BIT APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS I BY: DATE: BY: DATE: BY: DATE: BY: DATE: SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICT OVERALL UTILITY PLAN 05/04/2017 FIELDBOOK: PAGE: DRAWING N0: C4.0 SHEET:OF: 14 43 R-393014 S-393001 W-393001 W M a z W J 4 R -39301 5 �• • • N N C9 O O O Q J M N O O O c9 ........ ...77.... � 1879 ............ ...................... .�............ --------------------------------------- F Ud;D;;2•• BRASS .......................... o o �.. ��.................................. ..............Al11AI,Yi�............ - - - - - - - - - - - - - - - - - - - - - � ....�............ .............. M .:.:.:.:.:.:.:.:.:.r CASE •:':':':':':':'.'.'.'............'.'.'.'.'.'.'.'.'.'.'.' (PUBLIC RIGHT OF WAY) a'......o......... _� M �............... ..................... NORTH 4TH STREET ........... ��_-=== - .......... ........... Cn .�........... -- '''''�• E SHEET 6.7 FOR '.'.'.'.�;•;•;•;•;•;•;•;•;•;•;' - - - - - -� - ................. 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T.. . ::: . .A:.'. .'.d :P .P .P . .'.P I � P �: :�:::":':V. m. :�:::° p:::° p: :P P .P ::t, . . . 1I TC °.'.'.'.'°.'. e'.'.'.'.e'.'.'.'.e'.'.'.'.e'.'.'.'.' , .�..'.'.'.e'.'.'.'.e.:. - .'.e'.'.'.'.e.:.:. .'.e'.'.'.'.e'.'.' I P °. .v 1 a. ...°�.::° ... .P o..Z .. R10.0 �...°....°....°^': I .'. e'.'.'.'.e I P P .P'.'. .P'.'. P'.' . . °.'.'.'.'°.'. Z. ' V. :.°:.: p.:. . . . . a . . . : A . . : :0 . . . d . . . . d ... N 180990.56 N 181010.4303 N 180995.5 a . °.... °.... °.-,a °.... 9.0 ''' I 111 E 1302112.5796 E 1302127.0 �:::".:.:p::o : p::.:F E 1302175.47 N 180966.49 I KEYNOTES. II°.'. U-.'.'.e'.'.'.'.e'.'.'.':AZ'.'.'.e'.'.'.'.A .'.'.'. 8.9 P . . .� 1 I @INTERSECTION OF °.... E 1302179.25 d .P .'.'°. . . . .. 1 I 11 .. I I GRIDLINES J & 1 I o : �::o : �::o ..::o R23.0' SEE LANDSCAPE I d d d ARCHITECT'S PLANS FOR II I :: I O ACCESSIBLE PARKING SIGN PER DETAIL 9 I °:::: °::. .d .. . II I N 180967.2 SEE LANDSCAPE A CHITECT PLANS MOW CURB AND FENCE, TYP. .. 1 ON SHEET C7.8. I .'.° P. . .'."°.'.'.'.'°.'. P'.'t.'.P'.' .'. I I� I E 1302132.8 a.. a2 0,a::: a FOR PLAY STRUCT RE SURFACING DETAILS AND WALLS 0 10 I 11 a :::: I I ::o : �: �YP.:.o :.: P ° .. 1 2 CURB DRAINAGE OPENING C7.8 I I 11 I ,. e e e 1 O PAINTED WITH K8-INCHLETT/ER NGOMPACT" I 11 P. I I 3 II I II II 1 II II .° ::: °. .P ° : . �. ............... e'.'.'.'.e'.'.'.'.e'.'.'.'.' °....'°....'°. '. '. P...t .'. .. 1 1 .'. A..'.'.'.' . ... . N 180943.2 .'.P'.' t.'. P'.'t.'. ................ P'.' t.' P .'.'bL I P . . : . : P . I I I t . . P l . E 1302128.3 ° :::: ° :::: ° :: N 180943.63 A :: ° . . . . :': I ...: i ' P ...... o e'.'.'.'.e'.'.'.'.e'.' ...... o :.... E 1302181.73 I 11 11 .. o .'.e'.'.'.'.' .. I I SARTORI I .v'.'. .P'.'. .t'.A.. ° .. . .v' . .v'.'. .P'. . °.......... I I 1 I � I °.'.'.'.'°.' P ELEMENTARY ............... d .... d .... d d d ° ... ......... N 180920.88 R 10.0' ° I .P'.'�.'.P'. ... . ° 1 I I 1 1 d ° .... 0::o .'.' ° . : t: I I SCHOOL P ° :. .'.A .'.'.'.A °.'.'.'.'°.'.'.'.'°.'.'.'.'° .P ° :. .'.'.'.A P'. P'.' P .' . .'.'. .A .'.'.'.A .'.'.' '. '.'°.'.'.'.'° . .°. E 1302178.3 .. .'. P... t... P... t.. .A ::::a ::::a : P, t, N: 1 I 1 1111 + I III11 . .'.'.'.' .'°.A .'.'°. N 180907.1 t . .'.e'.'.'.'. .... t . . . .P e'.'.'.'.e'.'.'. .... t t . . . .P . P . . . .P . .e'.'.'.'.e'.'.'. .... .... . °.... °... :.:P.:.°:. '.'. °.'.P .....:... . . . . .'.d P'.'�. I ... I 1 I III ..... .'.'. e'.'.'.'. .. ° .... ° . I I E 1302135.8� '.'�.'. P'.'�.'.P'.'�.'. ......................... P'. �.'.P'.'�.'. P'.' N 180891.97 .. ..'° o . t :: o :': I III o . o ........................ d .. E 1302175.88 N 180906.05 ... . I III ....... . . d . . :.°.'.'.'.'°. . . .°..... P . ' . P l..... . P p......t.... P E 1302206.20 ':P °: :P ''' I I II 1111 .. . .'. . .. p . . °. . ............. °.'.'.'.'°.'.'. .' N 180876.66 ... e'.'. .'. ..... .. I 1 III II I o : ° :: o: o . o I P... v.:.:: o °.... :.::: °. E 1302173.43 I .... . I li II II I, p :: °.... d... °. 11 N 180859.17 E 1302127.118 .'°.... .............. ..P . �..P .e'.'.'.'.e'.'.'...A..'.'.... . "..P . .. . ' I P.:� j I I ::t : t, I °.... °.... °... R15 5' d . . . .d . I LIGHT DUTY CEMENT CONCRETE 2 C7.8 HEAVY DUTY CEMENT CONCRETE 4 C7.8 1 LIGHT DUTY ASPHALT CEMENT C7.8 HEAVY DUTY ASPHALT CEMENT 3 C7.8 INTEGRAL CURB AND WALK 5 C7.8 6 EXTRUDED CURB C7.8 CHANGE IN CURB TYPE 0" FLUSH CURB CEMENT CONCRETE TRAFFIC CURB PER COR STD. PLAN 101 N GRAPHIC SCALE 0 10 20 40 1" = 20 FEET 1 I APPROVED FOR CONSTRUCTION .'.'. e'.'.'.'. . ... ... . ... ... . ..P.... P. II I °. °. e'.'.'.'.e'.'.'.'.e'.'.'.' e'.'.'. P'.'. .P :::. ......° ..... SEE LANDSCAPE ARCHITE T PLANS SUBJECT TO ERRORS AND OMISSIONS I III .. p p FOR PLAY STRUCTURE SU FACING DETAILS AND WALLS 9.0' II °.... ....... I ........................... I O ° .. �, e 1 Qh I II II N 180861.28 I II 11 d . 1 �.P: :t . P: :t'.. P: :1y 4 ... . E 1302175.31 I BY: DATE: II 11 II I _::: ::.:.:.: ti °.... °.... I ° :: �f� ;.I...... titititififitititititititi��fi��fi������tititititititititititititi��tititiri���ti������ti�������������������titi���������������������������������titititititititititititititititi==II■ MATCH LINE - SEE SHEET C5.2 BY: DATE: 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 LJ FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY W DIRECT SUPERVISION ON THIS DATE: 08/23/2019. NOTICE ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THE PROFESSIONAL SEAL AND SHINATURE. PUBLIC 70 OF THIS DOCAUT DOES NOT DEROGATE FROM RESERVED OWNERRSHIP RIGHTS N IL THIS DOMOT IS FOR USE ONLY FOR THE PROJECT WTIFED IN THE 117LE 9_0% AND IS NOT TO BE USED FOR REPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT. ��' _ J rl �ti�' �� pF T ►ASFjf�G , �. a , /-"� °� "0•p i1l 0' �sv� �°+ 'QECISTE,; ,' SSIONAL�� ■iom T A C O M A• SEATTLE • SPOKANE • TRI-CITIES 5 RAMP REVISION 4 STORM DRAINAGE REVISIONS 3 CITY COMMENTS 2 ADDENDUM NO. 3 1 ADDENDUM NO. 1 2215 North 30th Street, Suite 300 Tacoma, WA 98403 I N O. 1253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEa REVISION WJF 2/22/18 WJF WJF 12/13/17 WJF WJF 4/21/17 WJF WJF 3/17/17 WJF WJF 3/1/17 WJF BY I DATE I APPR SURVEYED: D. FOLLANSBEE DESIGNED: G. TAUSCHECK DRAWN: F. KATONA CHECKED: W. FIERST APPROVED: S. COMFORT SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CONSTRUCTION RECORD DRAWINGS NORVERTICAL:NAD D 196899J ��_y �a °� CITY OF �N REN TON DATU M Planning/Building/Public Works Dept. BY: DATE: BY: DATE: SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICT NORTH PAVING AND HORIZONTAL CONTROL PLAN 05/04/2017 PAGE: C5.1 SHEET: OF: 19 43 �� • • N V J O O I O I M O O O C9 /�'T- 0- R-393016 MATCH LINE - SEE SHEET C5.1 m........... ....o g .o V. N 180836.37 F. '' �;.;.e;.'.'.'.e'.'.'.'.e A. .'.e'.'.'.'.e'.'.'.'.e'e E 1302183.12 NI �S2(1522� IA �.4'.'.'�.4'.'.'�.4'.'.'�. .'.'.'�.4'.' '� e R29.0' I a a PROPOSED LEGEND: LIGHT DUTY CEMENT CONCRETE 2 C7.8 HEAVY DUTY CEMENT CONCRETE 4 C7.8 LIGHT DUTY ASPHALT CEMENT 1 C7.8 HEAVY DUTY ASPHALT CEMENT 3 c7.8 INTEGRAL CURB AND WALK 5 C7.8 EXTRUDED CURB 6 C7.8 CHANGE IN CURB TYPE 2" DEPRESSED CURB 5 C7.11 0" FLUSH CURB a .a . . .a . . .a . . .a . . .a . . .a . . .a . . .a . .a .'.� .� '.'�. '.'�.'. .'�.' N.'.'.'.'N.'.'.'.'�.'.'.'.'N.'.'.'.'.N.'.'.'.'.N.'.'.'.'.N.'.'.'.'.N.'.'.'.'.N.'.'.'.'.N.'..'.'.'.'�.'.'.'.'�.'.'.'.'�.'.'.'. .'. e'.'.'.'.' ■ II E 1302107.7928 .. .: a .... I . KEYNOTES ■ @ INTERSECTION OF o o x:° , '.'. ... p o 30.6 I I GRIDLINES J & 26 •'•'22•: I I I I ...'•.•'.•'.:.x...:•.'.•.•'•.•'..•x'.'..mCACCESSIBLE PARKING SIGN PER DETAIL 957.4 ON SHEET C7.8. I .. e. ...p.. .e.: p... ,.,�. I II �''' N 180682.22 O2 WHEELSTOP PRE DETAIL 7 ON SHEET C7.8. N 180637.0136 :':':::'. 11.5' °: R10.0' a. . f E 130682.222 U 18 0664.16 E 1302042.0985 :•:•:•:••:•' 10.0 1�,9 ... 10.0 16. C . o. 10.0 �` 3 SEE LANDSCAPE PLANS FOR PARKING ................. n INTFR.FC.TIr1N nF a :.:::::::::..:...... �•.'.'.'..'.'.'.'..' .. .... . ig ��•u•:Q ........... ...........�........... e .. sn F' --►1 a �� STALL STRIPING AND BRICK PAVING. �-y.y/�t'.'.'.'.'.'.'..".'...'.'.'.'........'...'.'....'.'.......'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'...........'.' v. v.. . ..........1J...................................................................................... ..... . Al (p�� p�� I .. 6 SIDEWALK PER . .� .. .. .� .� .. . . . . . . . . . .� .� .� V .�. .e'.'.'.'. e'.'.'.'.e'.'.'.'.e '.'.e .'.'.'. e'.'.'.'.e '.'.'.'.e'.'.'.'. e'.'.'.'.e'.'.'. ... ...... ......... ........ ........ft.1 0.0...................................... ................. .. .. ............ ......... ...... G................:c0�r-3:i....................... ..... ............ . .. C7.9 .. N GRAPHIC SCALE 0 10 20 40 1" = 20 FEET SEE SHEET C6.8 FOR OFF -SITE IMPROVEMENTS ......................... ....... STREET -.. APPROVED FOR CONSTRUCTION L rrlrr� . . v rr �iiv� .. (PUBLIC RIGHT-OF-WAY) SUBJECT TO ERRORS AND OMISSIONS Al oo gyp: U6 U1 0„ U10" 4: ............................ .. .................................... .. • ;; U12" U F Q e FXXXX-X-X-XX- a X a a Q o BY: +-- 4' WOOD PARK PLACE o NO PARKING + FOUND 2" BRASS BY: II DISK WITH PUNCH AHBL #107NAIL IN CASE AND WASHER N:180480.8609 BY' II II II II I I 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 LJ FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY W DIRECT SUPERVISION ON THIS DATE: 08/23/2019. NOTICE ALTERATION OF THIS DOCUMENT SHALL INVALIDATE THE PROFESSIONAL SEAL AND SHGNATURE. PUDLIC 70 OF THIS DOCUMENT DOES NOT DEROGATE FROM RESERVED OWNERSHIP RIGHTS N It THIS DOMOT IS FOR USE ONLY FOR THE PROJECT WTIFED IN THE 117LE 9_0% AND IS NOT TO DE USED FOR REPAIR, REMODEL OR ADDITION TO THAT PROJECT OR FOR ANY OTHER PROJECT. v�' J rl �',��, pF T►ASFjf�.G,L1 C� "0•p 41803 sv� �°+{' 'QECISTER� �' SSIONAL ;�2 ■iom Hj B] L_,111 TACO M A • SEATTLE • SPOKANE • TRI-CITIES 5 RAMP REVISION 4 STORM DRAINAGE REVISIONS 3 CITY COMMENTS 2 ADDENDUM NO. 3 1 ADDENDUM NO. 1 2215 North 30th Street, Suite 300 Tacoma, WA 98403 I N O • 1253.383.2422 TEL 253.383.2572 FAX www.ahbl.com VVEa REVISION WJF 2/22/18 WJF I SURVEYED: D. FOLLANSBEE WJF 12/13/17 WJF DESIGNED: G. TAUSCHECK WJF 4/21/17 WJF WJF 3/17/17 WJF DRAWN: F. KATONA WJF 3/1/17 WJF CHECKED: W. FIERST BY DATE APPR APPROVED: S. COMFORT E: 1302395.7842 ELEV: 38.35 CONSTRUCTION RECORD DRAWINGS SCALE: SHOWN VERTIAAS PORIZONTALL• NAD U 9I33� 99 H 'y CITY OF Wo_� } R E N TO N ONE INCH IDATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY m. SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICT SOUTH PAVING AND HORIZONTAL CONTROL PLAN DATE: DATE: DATE: DATE: 05/04/2017 PAGE: C5.2 SHEET:OF: 20 43 N O7 C9 O O O Q0 Q J M: N O O O c9 R -393017 ri coCD M co i 111 SEE SHEET C6.7 D J J �.II -�� �'■ICI ..... ............................................................................... ICI -_ ci=ii■i M .. ...:'.:'....'.... 1 N I u J O O CU Q z LU 73 LU LU rr O I— rr rQ V ) 1 ........ . a — - I I g v g g Al 0. es Iii LJC6.4 II ri Iti ti ri ri ri ri ri ri ri ri ti ti ti ri I� ", I II Lill u J. AS -BUILT y ��A �o� >, — _ 5 RAMP REVISION I CERTIFY THAT THE INFORMATION SHOWN HEREON 4 STORM DRAINAGE REVISIONS WHICH WAS AS -BUILT BY AHBL , AND MAY INCLUDE NOTICE ■ 3 CITY COMMENTS LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERAIIONOFTHIS DOCUMENT SHALL NriVALIDATETHE 2 ADDENDUM NO. 3 PROFESSIONAL SEAL AND SIGNATURE PUBLICATION OF AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING THIS DOCUMENT DOES NOT OEROMIEFROM RESERVED °0.P 41803OIINEFSHsv� 41 FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY ONLY �HEEPP�ECTIDa1�TIFIE NTHETINnE� pc �.t�,S'QE01STER�����' TACOMA SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 2 AND IS NOT TO BE USED FOR REPAIR, REMODEL OR S WDIRECT SUPERVISION ON THIS DATE: 08/23/2019. AoolnoNTOTHATPROECTORFORMY07HERPROJECT. IONAL 2215North 30thStreet, Suite 300 Tacoma, WA98403 N0. REVISION Ld �23�201 9253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB CD C I I II II I II I l I II I SEE SHEET C6.7 LEGEND BS BOTTOM OF STEP TS TOP OF STEP TW TOP OF WALL FIG FINISHED GRADE • STORM DRAIN CLEANOUT ■ STORM DRAIN CATCH BASIN, TYPE 1 �■ STORM DRAIN CATCH BASIN, TYPE 2 D STORM DRAIN LINE ROOF DRAIN RD FOOTING DRAIN FD — ----GB — — — —— GRADE BREAK — EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 355 PROPOSED MAJOR CONTOUR 354 PROPOSED MINOR CONTOUR I LARGE -DIAMETER DETENTION PIPE L- J ILT GENERAL NOTES: 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. GRAPHIC SCALE 0 20 40 80 1" = 40 FEET CONSTRUCTION RECORD DRAWINGS WJF 2/22/1 8 WJF SURVEYED: D. FOLLANSBEE SCALE: AS SHOWN VERTIHORIZONTAL: HAD D1983/11991 CITY 0F WJF 12/13/17 WJF DESIGNED: G. TAUSCHECK ull*�''Voo;RENTON WJF 4/21/17 WJF DRAwN. WJF 3/17/17 WJF F. KATONA ONE INCH AT FULL SCALE IF NOT ONE INCH DATUM Planning/Building/Public Works Dept. p WJF 3/1/17 1 WJF CHECKED: W. FIERST BY DATE APPR SCALE ACCORDINGLY APPROVED: S. COMFORT APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICT OVERALL FRONTAGE IMPROVEMENT PLAN 05/04/2017 FIELDBOOK: PAGE: DRAWING NO: C6.0 SHEET: OF: OF:43 w H H NJ CO T J R-393018 N outlb / / ..I ............. . _...L . r.y/ .... - - - - - GRAPHIC SCALE ONCE IE-27.97 � o.'.'.' �.'.'.'.'�.'.'.'.' ' � 8 C -- o _ .. ............. ............... p°° S IE 29.07 SDCB 75 a:'..p ....p . 3 12 CPP \ I` Z 8" CONC W IE=27.97 I "' Q. ■ 30 LF 12" 0.50 /o II I DI D.............................. @ ( 0 0 ADDER N .. .e nj ......... ........... L I � I I ... II. w � o P d.. �. � I I a II I o � .I o. Jn n Inn c� II I I _ ... ......I..............I.......... ........ . 37L 12"DIP I 1 20 FEET + 1164 RIM 35.53 . . . . . . . . . . . . . . . . I .. STMH N "0.51/ v V12 CPP N IE=29.43 w .Q'. . . . . . . . . . I T z _ r-7n n ��o w O 40 39 Q 38 37 36 35 34 33 32 31 30 29 28 27 26 25 SDCB 39 EXISTING TYPE 2 CB GRADE BREAK STA = 31+45.60 GRADE BREAK STA = 34+11.58 STA 34+56.69, 18.24' LT SDCB 37 35.696 ELEV = 35.503 RIM: 37.23 STA 30+36.82, 10.45' RT IE: 31.22 12" (EXISTING N) RIM: 35.73 XIST. GRADE @SAWCUT LINE GRADE BREAK STA = 33+26.59 IE: 32.27 8" (S) MATCH EX. 30.13 IE: 39.33 12" (SE) GRADE BREAK STA = 30+57.18 ELEV = 35.414 PIPE IE 30.13 IE: 3933 12" (S) ELEV = 35.597 LELE FINISHED GRADE @ FLOWLINE GRADE BREAK STA = 32+38.52 48" TYPE 2 CB ELEV = 35.389 SOLID LID - - - - - - - - - - - - - - - - - - - - EXIST. GRADE @ CENTERLINE --------------------- J�-- --- ----- --------QA1%---- --- __-----�� ---- 033------------ -- 10--------------------- - o ----------------- ------------------0-03% - - - - - - - - -�-- - - ----- ---_------ ---- - - ------- _ TOP OF EX. 2" PWR=34.20 TOP OF EX. 4" PWR=34.59 __ � BOTTOM=34.03 TOP OF EX. 4" PWR=34.70 BOTTOM=34.26 0.47% BOTTOM=34.37 t TOP OF EX. 2" PWR=34.32 91 LF 12" DIP @; BOTTOM=34.15 TOP OF EX. 4" PWR=33.16 BOTTOM=32.83 TOP OF EX. 8" WTR=32.73 O 32-.-Cr6 0.1 TOP OF EX. 2" PWR=32.00 5 BOTTOM=31.83 TOP EX. 8" WTR=33.19 TOP OF EX. 4" PWR=32.00 IE=32.49 BOTTOM=31.67 0.3' TOP OF EX. 4" PWR=33.34 BOTTOM=33.01 23 LF 12" DIP @ 1.33%_ TOP OF EX. 8" SEWER=29.54 8.84 SDCB 56, CB TYPE 1 SDCB 55, CB TYPE 1 L -1_ STA 32+38.58, 20.81' RT STA 33+29.58, 20.92' RT SDCB 22 RIM: 35.39-35.35 RIM: 35.25 35.25 CB TYPE 1 20 LF 12" DIP @ 33.15 IE: 32.79 12" (E) (MATCH EXISTING PIPE CROWN) IE:33�412" (W) STA 34+26.89, 32.15' RT 1.4 50LJ IE: 33.29 6" (N) (EXISTING) 33.58 RIM:333gr35.37 IE:32.94 12" (SW) 32.35 SDCB 54 SDCB 24 FINISHED GRADE ELEVATION SDCB 23 - CB TYPE 1 CB TYPE 1 STA 26+38.78, 55.68' RT @ FLOWLINE 60" TYPE 2 CB STA 26+27.08, 33.50' RT RIM- EXISTING GRADE ELEVATION EXISTING /FINISHED GRADE ELEVATION STA 34+56.57, 34.83' RT RIM:34.955 34.94 12" (N) - - IE: 30.59 1 " (SE IE:39-12" (SE)30.44 IE:39 �12" (NW)30.42 @ CENTERLINE _ @ SAWCUT LINE EI 33 9 1235552 33.17 ( ) L, v, O r7 N O 00 N O� M - � Ln In Ili Lf) N � OO � OO 00 c0 O N Cfl M Cfl Cfl Ili ICi C0 CD � Lfi QQ Lq Ln Ili C0 00 00 O O co O co O co O co M co 00 Ln O O M I� O Ln M M L6 M LO � CM r9 L6 CM I.r9 L6 M LO C6 L6 M LO C6 L6 MLO M L6 M UC L6 CY)LO L6 LO Il) CY)LO L6 M LO L6 M LO L6 M LO L6 LCY)O � L6 M � 'i Cy)LO M LO Ln CO Ln M LO V-) ro ro CO r) M V) M r'r CO I.r� � M CM CO M M M M � CM � CM � N-)N� 29+50 30+00 30+50 31+00 31+50 32+00 32+50 GENERAL NOTES: AS -BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY AHBL ,AND MAY INCLUDE NOTICE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND uTERAnaNaF1111soowYENrSHALL RlvwDATETHE PROFES90NA1 SEAL AND SN�lAIURE PUBLICAIN>fl OF AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING THIS cu�B+ DoTooESNorDERocA>ERRaNNESERVED ONNERSHP DOCI1LfNT IS FOR USE FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY ONLY FOR THE PRaEcroENT�ImINTHE nnEeLoac AND IS NOT TO BE USED FOR REPAN, REMODEL OR DIRECT SUPERVISION ON THIS DATE: 08/23/2019. AoolnoNTO a Ld 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. J. mom 5 RAMP REVISION 4 STORM DRAINAGE REVISIONS 3 CITY COMMENTS .� 2 ADDENDUM NO. 3 ITBVL �tv TACO MA•SEATTLE•SPOKANE•TRI-CITIES 1 ADDENDUM NO. 1 SIGNAL 2215 North 30th Street, Suite 300 Tacoma, WA98403 NO. REVISION /oQ/7Mo253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB 33+00 33+50 34+00 34+50 KEYNOTES 01 RELOCATED LIGHT POLE. SEE SIGNAL PLANS. O JUNCTION BOX TO BE DEMOLISHED AND REPLACED AT A NEW LOCATION, SEE SIGNAL PLANS. O CROSS WALK PUSH BUTTON FOR ACCESSIBLE PEDESTRIAN SIGNAL, SEE SIGNAL DESIGN FOR EXACT LOCATION. O TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT, SEE DETAIL 4 ON SHEET C7.10, TYP. OPROVIDE 2'x2'x6" ETHOFOAM PAD AT CROSSING. O NEW 12" DIP N IE=31.54 CONTRACTOR TO FIELD LOCATE NEW LADDER LOCATION AT SDCB 1169 WITH PUBLIC WORKS INSPECTION PRIOR TO APPROVAL. CONSTRUCTION RECORD DRAWINGS WJF 2/22/181 WJF SURVEYED: D. FOLLANSBEE SCALE: AS SHOWN VERTICA :NNA D 1988 91 �_ t'"a Cl T Y OF WJF 12/13/17 WJF DESIGNED: G. TAUSCHECK + R E N TO N ��N�0 WJF 4/21/17 WJF DROWN. WJF 3/17/17 WJF F. KATONA ONE INCH AT FULL SCALE IF NOT ONE INCH DATU M Planning/Building/Public Works Dept. p WJF 3/1/17 1 WJF CHECKED: W. FIERST BY DATE APPR SCALE ACCORDINGLY I APPROVED: S. COMFORT 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 35+00 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICT NORTH 4TH STREET FRONTAGE IMPROVEMENTS 05/04/2017 FIELDBOOK: PAGE: DRAWING NO: C6.1 SHEET: OF: OF:43 •• • • 44 M N CD O C9 R -393019 O CM C) C'7 I W J O O 2 CU C/) OC Q Z W 73 W W rr O I— rr Q C/) 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 I IqI I I I VERTICAL SCALE: 1"=2' �I I I I I + 0 N Y Q � w � � 6 mM QII Q Uj J C� w II STCB 1600 - II II II — — STCB 1600 1 EXISTING TYPE 1 CB STA 20+37.65, 21.05' RT RIM: 36.94 IE: 34.84 12" (W) 4'x4' CONCRETE ENCASING FOR FUTURE UNDERGROUND ELECTRICAL CONDUIT. — — — — — — — Q YCO w co 0' 6 m co w II FINISHED GRADE @ FLOWLINE Q > �w (D w EXIST . GRADE @ CENTERLINE — — — — — — — — EXIST. GRADE @ SAWCUT LINE ----------------- s24F �2 cp II - A@ — — � EXIST. 16" D.I. WATER MAIN I I IITF II II II II SDCB 26 FINISHED GRADE ELEVATION SDCB 48" TYPE 2 CB STA 22+24.59, 59.38' RT STCB 1536 @ FLOWLINE E CB TYPE 1 RIM: �8-i8— 38.29 RIM:3.9 28 8.29 EXISTING TYPE 1 CB EXISTING GRADE ELEVATION STA 21+89.32, 20.92' RT 33.09 99.88L 1 ( ) 3 STATING 98, 21.00' RT @ CENTERLINE EXISTING / FINISHED GRADE ELEVATION RIM: 36.61-36.42 IE: RIM: 36.13 @ SAWCUT LINE IE: 3�3-12" (NE) IE: 93.41 4" (E) 33.39 34.54 IE: 89.88r8" (S) 33.09 � CO Cfl N co � � N � M O � � 00 Ln 00 O � C) N cM � O OM � O N O O� - O O� co co CC) COC6 M CY) M CO (� CO Cfl M L'') CO co co CO M CO c6 � M M 6 co M CO M CO CO M M CO Cr) CO CO M CO M � n n 20+00 20+50 21+00 21+50 22+00 22+50 23+00 AS -BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY AHBL ,AND MAY INCLUDE NOTICE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND urERAnaNaFnllsoowMENrsHAUINvwDarErIE PROFES90NA1 SEAL AND SNiflAIURE PUBLICATION OF AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING TM�o�+TooESNoroERocArERsaNNESERVEo ONIrERRSIIP RIGHTS RI IT. THIS DOCULfNT IS FOR USE FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY aNLTFORTHEPROJECrfaENTFEDNTHEIITLEBLOO( AND IS NOT TO BE USED FOR REPAN, REMODEL OR DIRECT SUPERVISION ON THIS DATE: 08/23/2019. AoolnoNTorHArvRo�craRFaRANronIERVRoaEcr. LJ a z J J. 00 5 RAMP REVISION Fix' _rT4 STORM DRAINAGE REVISIONS 3 CITY COMMENTS �4'0 2 ADDENDUM NO. 3 80E�w�V TACOMA SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 SIGNAL 2215 North 30th Street, Suite 300 Tacoma, WA98403 NO. REVISION /oQ/7Mo253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB WJF 2/22/181 WJF SVRVEYED: SCALE: D. FOLLANSBEE AS SHOWN WJF 12/13/17 WJF DESIGNED: G. TAUSCHECK WJF 4/21/17 WJF WJF 3/17/17 WJF DRAWN: F. KATONA ONE INCH WJF 3/1 /1 7 WJF CHECKED: W. FIERST AT FULL SCALE IF NOT ONE INCH BY DATE APPR SCALE ACCORDINGLY I APPROVED: S. COMFORT 44 43 42 41 40 39 38 U w w 37 U) w w 36 0 LID 35 Q w 34 J U 33 32 31 30 29 28 27 26 25 cfl rn CO C`•) co 23+50 Z GRAPHIC SCALE 0 10 20 40 1" = 20 FEET KEYNOTES O CROSS WALK PUSH BUTTON FOR ACCESSIBLE PEDESTRIAN SIGNAL, SEE SIGNAL DESIGN FOR EXACT LOCATION. O TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT, SEE DETAIL 4 ON SHEET C7.10, TYP. CONSTRUCTION RECORD DRAWINGS VERTIAL:HOR ZONTAL: HAD D1983/11991 'y CITY OF REN TON DATUM Planning/Building/Public Works Dept. APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICT PARK AVENUE NORTH FRONTAGE IMPROVEMENTS 05/04/2017 FIELDBOOK: PAGE: DRAWING NO: C6.2 SHEET: OF: 24 43 w H NJ H H C9 T J R-393020 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 SDCB 1169 EX. TYPE 2 CB SDCB 24 STA 26+48.07, 18.94' LT CB TYPE 1 RIM: 35.77 - STA 26+38.78, 55.68' RT IE: 34.00 8" DI (N) (2 PIPES) (NEW) RIM: 35.43 IE: 27.97 8" CONC. (W) GRADE BREAK STA = 23+80.57 IE: 30.43 12" (SE) IE: 27.97 8" CONC. (E) IE: 30.43 12" (NW) IE: 29.07 12" CPEP (S) ELEV = 36.227 REMOVE EX. LADDER & SDCB 71 FINISHED GRADE @ FLOWLINE VERTICAL SCALE: 1"=2' SDCB 54 PROVIDE NEW LADDER AS 48' TYPE 2 CB CB TYPE 1 DIRECTED BY THE CITY _SDCB 78 OVER BUILD CB TYPE 1 L EXIST. GRADE @ CENTERLINE STA 26+20.31, 29.41' RT SDCB 37 STA 27+01.49, 16.64' LT CATCH BASIN GRADE BREAK STA = 24+97.39 RIM: 34.94 S TYPE 2 CB RIM: 95.5E-35.39 STA 27+35.25. 15.18 LT IE:39-G3r12" N SOLID LID RIM:35-�'.r35.07 EXIST. GRADE @ SAWCUT LINE ELEV = 35.670 30.59 ( ) STA 30+36.82, 10.45' RT 33.64 IE: �3-8" (S) (2 PIPES) IE: 3.0.98 12" (W) - - - GRADE BREAK STA = 26+14.45 I RIM: 35.73 33.33 IE: 33.58 12" (N) IE:36-9&12" (E)30.94 91° - - - - - - - - - - ELEV = 35.001 I IE: 39-3-3r12 (SE) 30.13 IE: 33.33 12 (S) - - _ _ I IE- 38.3-3r12" (S)30.13 53 LF 8" DI @ 0.50% NEW 1.5" WATER II ° I I NEW 8" WATER EXIST. STCB 2255 NEW 4" WATER PROVIDE AM EXIST. 16" D.I. WATER MAIN ETHAF PAD 34 LF 12" DI @ 0.50% O- - - NEW 6 WATER - - - - - - 23 LF 12" DIP @ 1.33% ---- NEW6"WATER ------------------ NEW6"WATER TOP OF EX. 1---------------- PWR=33.66 LJ TOP OF EX. TOP OF EX. 4" PWR=33.15 PWR=32.02 BOTTOM=32.82 BOTTOM=30.90 u TOP OF EX. 2" PWR (2)=33.10 BOTTOM=32.93 I I II IQI I I STCB 6238, EX. TYPE 1 CB STA: 27+35.42, 20.87 LT RIM: 35.08 SDCB 57 EX. 22" SANITARY SEWER IE: 30.93 12" CPEP (E) CB TYPE 1 IE: 30.90 12" CPEP (N) STA 24+14.69, 20.92' RT EXISTING GRADE ELEVATION RIM: 36.03 FINISHED GRADE ELEVATION L L IE: 31.89 12" (W) 4'x4' CONCRETE @CENTERLINE @ FLOWLINE ENCASING FOR FUTURE - UNDERGROUND EXISTING / FINISHED GRADE ELEVATION ELECTRICAL CONDUIT. @ SAWCUT LINE i I Cfl M � 04 O N 00 Ln (` M - 00 Q0 N 00 � � 00 M CV M I� cV CO O CO O t9 1 Cn v7 00 Ln r� M Ln N M - O CV Or) 00 I� � Ln O cM O cM c6 O CM O co Lc) co C6 L6 co Ln LO M '6 Ln CM t9 Ln M C6 Lc) LO M Q6 Lc) co LO Ln Ln M M � CO M M � CO co n M n CO 110 M I9 M n � � '9 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 AS -BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY AHBL ,AND MAY INCLUDE NOTICE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERA710NaFTNISDOOIYENrSHALLNVMIDAIETIE PROFES90NAL SEAL AND SIGNATURE PUBLICATION OF AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING TNISDOCI11E11TDOESNorDEROGATEFROMRESERVED OINERSIIP RN;Ii1S N R THIS DDCUIENT IS FOR USE FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY afLYFORIHEPRo�ECTIDENiFIDN1HE11TLEBLODC AND IS NOT TO BE USED FOR REPAIR, REMODEL OR DIRECT SUPERVISION ON THIS DATE: 08/23/2019. ADonIDNTOTNArPRaECTaRFaRANroTNERPRo�Ecr. LJ a z J J. 11, _ 5 RAMP REVISION 4 STORM DRAINAGE REVISIONS W = 3 CITY COMMENTS ,ter 2 ADDENDUM NO. 3 �EGI,$0 F� �y�� TA C O M A SEATTLE • SPOKANE •TRI-CITIES 1 ADDENDUM NO. 1 �SSIONAL 2215 North 30th Street, Suite 300 Tacoma, WA98403 NO. REVISION /23/201 9253.383.2422 TEL 253.383.2572 FAX www.ahbl.com NEB WJF 2/22/1 8 WJF SURVEYED: SCALE: D. FOLLANSBEE AS SHOWN WJF 12/13/17 WJF DESIGNED: G. TAUSCHECK WJF 4/21/17 WJF WJF 3/17/17 WJF DRAWN: F. KATONA ONE INCH AT FULL SCALE IF NOT ONE INCH WJF 3/1/1 7 1 WJF CHECKED: W. FIERST BY DATE APPR SCALE ACCORDINGLY APPROVED: S. COMFORT 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 28+00 CONSTRUCTION RECORD DRAWINGS VERTIAL:NOR ZONTAL: HAD Di 983/11991 CITY OF R E N TO N DATU M Planning/Building/Public Works Dept. Z GRAPHIC SCALE 0 10 20 40 1" = 20 FEET KEYNOTES O CROSS WALK PUSH BUTTON FOR ACCESSIBLE PEDESTRIAN SIGNAL, SEE SIGNAL DESIGN FOR EXACT LOCATION. O TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT, SEE DETAIL 4 ON SHEET C7.10, TYP. O REPLACE TRAFFIC LOOPS IN ACCORDANCE WITH CITY STANDARDS. COORDINATE LOOP REPLACEMENT WITH TRANSPORTATION MAINTENANCE DIVISION. O 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. O TWO SIDE BY SIDE 8" DUCTILE IRON PIPES AT THE SAME ELEVATION. APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICT PARK AVENUE NORTH FRONTAGE IMPROVEMENTS 05/04/2017 FIELDBOOK: PAGE: DRAWING NO: C6.3 SHEET: OF: OF:43 �• • • 44 N C9 O O O Q0 Q J M R -393021 Q 40 ME 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 EXISTING TYPE 2 CB I I FINISHED GRADE @ FLOWLINE STA 20+10.35, 128.70' RT RIM: 37.70 GRADE BREAK STA = 12+28.90 GRADE BREAK STA = 13+63.09 ELEV = 37.910 � IE: 29.35 12" (W) ELEV = 37.663 EXIST. GRADE @CENTERLINE IE: 29.35 12" (E) IE: 29.35 12" (N) EXIST r - - ---------0_ --- ----------GR-AD-E-@-SAW-C-UT-LI-NE--- --------- ---------------------------I ---------------_ -------------------------- -- ------------------------------ �1------------------- 18JQ----------------------------------------- TOP II OF EX. 6" UNKNOWN=36.30 BOTTOM=35.80 NEW 6" WATER TOP OF EX. 16" WTR=35.00 EXIST. 8" D.I. WATER MAIN BOTTOM=33.75 I I TOP OF EX. 8" WTR=33.93 TOP OF EX. 2" COMM=34.34 BOTTOM=33.26 BOTTOM=34.17 ---------I - - - - - - - - - - - - - - ------------------------- STMH 2O01 - - - - - - - - - - - - - - - - - - - J TOP OF EX.2"PWR=33.97 --------------------- - - - - - - - - - - - - - TOP OF EX. 3" PWR=33.72 BOTTOM=33.80 BOTTOM=33.47 TOP OF EX. PWR=33.25 BOTTOM=32.58 - - - - - - - EXIST. 12" CONC. STORM PIPE - 6" CLEARANCE - - 24 LF 12" CPEP @ 9.59 PROVIDE ETHAFOAM PAD Q - - - - - - - - - - - - - - - - - _T I I I I I I I I I I I I I I I I I I I- -1 STMH 2772 1 EXISTING TYPE 2 CB SDCB 70 L L STA 14+36.00, 10.98' LT 48" TYPE 2 CB L J SDCB 67 FINISHED GRADE ELEVATION RIM: 38.37 STA 40+30.56, 9.77' RT OVERBUILD CATCH BASIN @ FLOWLINE IE: 30.87 12" (NE) (NEW) RIM:3:7.85 37.84 STMH 2427 48" TYPE 2 CB EXISTING GRADE ELEVATION IE: 30.27 12" (W) (EXIST.) IE: 39.99-12" (SW) EXISTING TYPE 2 CB STA 10+61.05, 9.76' LT @ CENTERLINE EXISTING / FINISHED GRADE ELEVATION IE: 30.37 12" (E) (EXIST.) 30.69 STA 20+08.92, 19.76' LT _ RIM:3,'.52 37.47 @ SAWCUT LINE IE: 33.22 6" (S) (EXIST.) - RIM: 37.42 IE: 29.19 12" (W)29.27 IE: 33.22 6" (SE) (EXIST.) IE: 28.92 12" (E) I IE: 29.19 12" (E) 29.27 Ln LO (N n Il- M 00 M NI,- `l- N n Cfl N CD CO Ln O M 0) n O r7 M M C.O O C_O I:Q0 CO Lq � LO 00 � Cfl M Lo co O LLB � O co O (.0 O r. 00 1 GO O GO � ti M N DO O N cr7 O "t T7 O M Ll7 CIA � O M M C0 M M M ~ M ~ M ~ M ~ M M M M M ~~ ~ ~ a0 CO M W Co 3 rr3 I.r� I.r3 I.r3 3 M 3 M n CM 3 CM I.r-1 M n CM M CO M M M M M � M M M CM � M n M CM CM M GRADE BREAK STA = 10+78.90 ELEV = 37.387 ------------------------------------------------------------------------- I I I I ------------ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 9+30 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 KEYNOTES AS -BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY AHBL ,AND MAY INCLUDE NOTICE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERAIIONaFTHIS ooCilMENrSHALL NVMIDATETHE PROFES90NA1. SEAL AND SNiflAIURE PUBLICATION OF AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING TMIsDocu�B+TDOES NOT DEROGATE Fr�aNRESERVED OWNERSHIP RIGHTS RI IT. THIS USE FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY a1LYFOR THE PROJECT faENTFEDNTHE TITLE BLOO( AND IS NOT TO BE USED FOR REPAIR, REMODEL OR a J J. 00 5 RAMP REVISION 4 STORM DRAINAGE REVISIONS 3 CITY COMMENTS .� 2 ADDENDUM NO. 3 ITBVL �tv TACOMA•SEATTLE•SPOKANE•TRI-CITIES 1 ADDENDUM NO. 1 SIONAL 2215 North 30th Street, Suite 300 Tacoma, WA98403 NO. REVISION /oQ/7Mo253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEE O CROSS WALK PUSH BUTTON FOR ACCESSIBLE PEDESTRIAN SIGNAL, SEE SIGNAL DESIGN FOR EXACT LOCATION. O RELOCATED LIGHT POLE. SEE SIGNAL PLANS FOR EXACT LOCATION. O TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT, SEE DETAIL 4 ON SHEET C7.10, TYP. OEXISTING MAILBOX WJF 2/22/181 WJF SURVEYED: SCALE: D. FOLLANSBEE AS SHOWN WJF 12/13/17 WJF DESIGNED: G. TAUSCHECK WJF 4/21/17 WJF WJF 3/17/17 WJF DRAWN: F. KATONA ONE INCH AT FULL SCALE IF NOT ONE INCH WJF 3/1/1 7 1 WJF CHECKED: W. FIERST BY DATE APPR SCALE ACCORDINGLY I APPROVED: S. COMFORT 14+00 14+50 CONSTRUCTION RECORD DRAWINGS VERTIAHOR ZONTAL� HAD D1983/11991 _y CITY OF REN TON DATUM Planning/Building/Public Works Dept. BY: BY: BY: BY: 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 15+00 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS DATE: DATE: DATE: DATE: SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICT NORTH 3RD STREET FRONTAGE IMPROVEMENTS 05/04/2017 FIELDBOOK: PAGE: DRAWING NO: C6.4 SHEET: OF: OF:43 �• • • 44 N C9 O O O Q J M R-393022 a::.. a.... a. — — — v . I OP OP OP -- v 'v. I — / p �X—X X—X�X— _TC X• — — — —� _ _ — — — — _ _ — — _ _ _ _ _ — — — — — a� cn a: SDCB 70 N �� Mo �� 0 o z w n n z a o t o m � z o m t I jj II w Q II::: z C4 CA w w w N0 V C "i �JNNJ J Cn I 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 CD n 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 M N 6 CY) cM 40+50 41+00 41+50 42+00 42+50 43+00 43+50 VERTICAL SCALE: 1 "=2' Ln It 0 I U) Lau (0 SDCB 58 CO � CB TYPE 1 w it STA 41 +62.87, 19.92' LT Q > RIM- �3-37.22 SDCB 59 � _j O w IE:35.13r12" (N) CB E 1 FINISHED GRADE @ FLOWLINE 35.17 STA 43P+12.87, 19.92' LT : 36 8 3 6.44 1,.LEXIST. GRADE @ SAWCUT LINE EXIST. GRADE @ CENTERLINE EI 3. (S)34.42 — — — / IE:34.38-12" (N)34.41 -- — — — --------------------04$° — — — — — — — — — — — — — — — — — — — — 150 LF 12" DIP @ 0.500,lo ------------------- EXIST. GAS MAIN FINISHED GRADE ELEVATION Li @ FLOWLINE EXISTING GRADE ELEVATION @ CENTERLINE EXISTING / FINISHED GRADE ELEVATION @ SAWCUT LINE _ OR CO r-� C.0 0- N M M Q0 C0 0) N 0 Ln N O Ln Ln 5) Q0 r) M M DO N ti DO Q0 O M C.0 LLB v. r` 00 Ln 00 LO 0) It M 00 ti M CO � r- CO co r- M co � r` M M � r— CO M � r` M cM (6 ti M � (6 CO M M (6 CO M M (6 Cfl r CM co � CO M M CO CO M C6 I.r� I.r� ro KEYNOTES O CROSS WALK PUSH BUTTON FOR ACCESSIBLE PEDESTRIAN SIGNAL, SEE SIGNAL DESIGN FOR EXACT LOCATION. O TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT, SEE DETAIL 4 ON SHEET C7.10, TYP. Z GRAPHIC SCALE 0 10 20 40 1" = 20 FEET A� J • �' CONSTRUCTION RECORD DRAWINGS ��y� OF TTASg,4 AS-BUILT y �A 61 , 5 RAMP REVISION WJF 2/22/18 WJF SURVEYED: SCALE: CIP D. FOLLANSBEE VERTIAL: AV"ORZONTAL: NAD D1983/11991 �� CITY 0 F I CERTIFY THAT THE INFORMATION SHOWN HEREON 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF DESIGNED: AS SHOWN a WHICH WAS AS -BUILT BY AHBL , AND MAY INCLUDE NOTICE W Hj B] L3 CITY COMMENTS WJF 4/21/17 WJF G. TAUSCHECK R E N TO N LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERAIIONOFTHIS DDDIYENTSHALL NVALIDATETHE _`2 ADDENDUM NO. 3 WJF 3/17/17 WJF °�'"'"` )�'��'N�O PROFESSIONAL SEAL AND SIGNATURE. PUBLICATION OF �/ F. KATONA AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING THIS DoCAUTDOES NOT OEROGNIFROM RESERvm .P 41803 sv� o"E'"c" DATUM 4; aOINDWIP NL RIGHTSJINIT.THISDOECT IOEIITIFIED NTMTISFOE 17LE USE 0 �ECISTBVL �TACOMA SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF CHECKED: pT FULL SCALE Planning/Building/Public Works Dept. LOM a FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY N�oTMTO�cTa�Fa�iAIR,FOAM HERVRacr. �SSIONAL W. FIERST IF E ACCORDINGLY p W DIRECT SUPERVISION ON THIS DATE: 08/23/2019. 2215North30thStreet,Sulte300 Tacoma, WA N0. REVISION BY DATE APPR APPRovED: J �23�201 9213.313.2422 TEL 253.383.2572 FAX www.ahbl.com WEB S. COMFORT APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICT GARDEN AVENUE NORTH FRONTAGE IMPROVEMENTS 05/04/2017 PAGE: DRAWING NO: C6.5 SHEET: OF: OF:43 �• • • 44 O O 0 Q J M CV CD O C9 R-393023 O M M O 0 KEYNOTES O CROSS WALK PUSH BUTTON FOR ACCESSIBLE PEDESTRIAN SIGNAL, SEE SIGNAL DESIGN FOR EXACT LOCATION. Z O TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT, SEE DETAIL 4 ON SHEET C7.10, TYP. GRAPHIC SCALE 0 10 20 40 1" = 20 FEET SDCB 62 .. /� xx-� = 30 LF 12" @ 0.50% p. STMH 673 RIM=35.22 ' SDCB 23 12" CONC N IE=31.22 O I 8" CONC NE IE=32.27 ' i I 8" CONC S IE=32.17 ' I I rn "I 6" CONC W IE=31.82 I I M II 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 VERTICAL SCALE: 1 "=2' 4 PRECAST FILTERRA UNIT, C7.11 W/ 8'x8' INTERNAL BYPASS -GRATE INLET W/ ADA FULL GRATE AND FINISHED GRADE @ FLOWLINE PLANTED WITH GRASSES FLOW LINE:35.99- 35.41 IE: 32.41-(NW) 32.44 _ EXIST. GRADE @ CENTERLINE IE:33.86 (S) 33.00 - - - - ----------------------------------------------------- - - - - _ _ - - - - - _ EXIST. GRADE @SAWCUT LINE - - - - - - - - - - - 035%------- ----- 0.56%- -------------------=:�:4 150 LF 12" DIP @ o Oho 115 LF 12" DIP @ 37 LF 12" DIP @ 0.51% TOP OF EX. GAS=32.27 BOTTOM=31.52 TOP OF EX. AC WTR=32.25 SDCB 60 BOTTOM=30.91 CB TYPE 1 STA 44+62.87, 19.92' LT EX. 8" RIM: 95..91 36.00 SANITARY IE: 8+69 12" (S) 33.57 SEWER IE:39.6; 12" (N) 33.55 SDCB 75 SDCB 22 CB TYPE 1 CB TYPE 1 SOLID LID STA 34+26.89, 32.15' RT STA 34+05.49, 43.01' RT RIM:35..38 35.37 RIM:36.q 1 35.73 IE: 82.34 12" (SW) IE: 32-.2212"(SE)32.30 32.35 IE:32.22 12" (NE)32.35 IE:32.22 12" (W) 32.22 FINISHED GRADE ELEVATION @ FLOWLINE EXISTING GRADE ELEVATION @ CENTERLINE EXISTING / FINISHED GRADE ELEVATION @ SAWCUT LINE M M N N N C9 p coLn L� Lo 0 CO O 00 7 �` � r7 CO M rN-)M Cfl N Ln Ln N Ln d co O 00 Ln Cfl M M Cfl M M CD C.M 6 co M M M LO CO M LO CO �CY) M M M M co M r'M Ir� 43+50 44+00 44+50 45+00 45+50 46+00 J . �yti�� oy wasH �,AS-BUILT c,�A 11, Ifffi 5 RAMP REVISION I CERTIFY THAT THE INFORMATION SHOWN HEREON ldwu 4 STORM DRAINAGE REVISIONS WHICH WAS AS -BUILT BY AHBL , AND MAY INCLUDE NOTICE ■ 3 CITY COMMENTS LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERATION OF THIS DOCIIYENTSHALL NVADATETHE �� 2 ADDENDUM NO. 3 PROFESSIONAL SEAL AND SIGNATURE PUMATION OF AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING THIS DOCUMENT DOB NOT DEROGATEFROM RESERM Q41803OW4MHw� 4' FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY M THEPRo�EMM � wffoNTHE1w ac �`s� ��GISTER�° ��� TACOMA SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 ADDIAND ONBTO THATOT PRROEECT OR FOR ANY OTHER PFAM. SSjONAL BE USED FOR REPAIR, R0JM OR W DIRECT SUPERVISION ON THIS DATE: 08/23/2019. North TEL 253.383.2 72 FAX Tacoma, wom NEB NO. REVISION J /23/201 Q253.383.2422 rEL 253.383.2572 Fnx www.ahbl.com NEB 46+50 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 47+00 WJF 2/22/181 WJF SURVEYED: SCALE: D. FOLLANSBEE AS SHOWN WJF 12/13/17 WJF DESIGNED: G. TAUSCHECK WJF 4/21/17 WJF WJF 3/17/17 WJF DRAWN: F. KATONA ONE INCH WJF 3/1/1 7 WJF CHECKED: W. FIERST AT FULL SCALE IF NOT ONE INCH BY DATE APPR SCALE ACCORDINGLY APPROVED: S. COMFORT 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 SDCB 39, EXISTING TYPE 2 CB STA 34+56.69, 18.24' LT RIM: 37.23 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 II --------- - l �S� 8\ >> 0 30LF12"DIP@0.50% \ \ CB TYPE 1 STA 45+95.24, 13.79' RT RIM:35.41 35.39 IE: 333412" (N)33.31 I I EX. 8" L J SANITARY SEWER SDCB 23 60" TYPE 2 CB STA 34+56.57, 34.83' RT RIM: 95.96-35.32 IE:33.19 12" (S) 33.17 IE: 88.63-6" (N) TRANSITION TO 8" 33.52 � M ti v M � M M M M 46+00 CONSTRUCTION RECORD DRAWINGS VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 `lam ��fiy CITY OF + REN TON lN1 DATUM Planning/Building/Public Works Dept. 46+50 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICT GARDEN AVENUE NORTH FRONTAGE IMPROVEMENTS 05/04/2017 FIELDBOOK: PAGE: DRAWNG NO: C6.6 SHEET:OF: 28 43 O O O Q J r CNJ O O O R-393024 NORTH 4TH STREET AND PARK AVENUE NORTH INTERSECTION IMPROVEMENTS 1 "=10' 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 LJ FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY W DIRECT SUPERVISION ON THIS DATE: 08/23/2019. NOTICE ALTERATION OF THIS DOWMENT SHALL INVALIDATE THE PROFESSIONAL SEAL AND SIGNATURE PUB 71011 OF THIS DOCUbENT DOES NOT DEROGATE FROM RESERVED 011INI HP RN M N IT. THIS DOCIIIEIIT IS FOR USE ONLY FOR THE PFAECT OE1111F1:D N THE TITLE IMM AND IS NOT TO BE USED FOR REPAR, ROXDEL OR ADDITION TO THAT PR0,ECT OR FOR ANY OTHER PFAECT. r �til J . r y�� pF TTASHf��� 41803 �S`S-tONAL N GRAPHIC SCALE 0 5 10 1" = 10 FEET ■iom T A C O M A• SEATTLE • SPOKANE •TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 19253.383.2422 TEL 253.383.2572 FAX www.ahbl.com NEE a j /.........I.../�.. .... STCB 672 RIM=35.15 {''' i ......... . .. 6" CONIC E IE=32.85 a I .1. . ... .I . . . �.. 1 x� 6" CONIC W IE=32.85 ' I I / TYPICAL ALL FOUR ROADS, I + THERMOPLASTIC/PAINTED CROSSWALK \ 1 I .. SEE DETAIL 3 ON SHEET 7J11, \+ 1 - - - x x-x-x-x-x- ____ W \ ,ova: a � P---- - _-- P _ P I O _ _.� LIII.I. a o ...... .. �............ 0 . D` +-° 1_ \ ....... III ........ �. �. .�.. MH.673 RIM=35.22. \ ^ I - -,............. � .....�• .-.. .. . . -. .: . . . . . . . g" .CCOONNCC N II.EE==3312..222 \� . =32.17 .1o.. . . ....0.�CO �6" CONC W IEP''''''NEW 12" CPESIE =7 31.22NORTH 4TH STREET I .... . ........ ...I. ' �/ .... ...... .......... �.. ' ' .. -��. . STA: 34+43.80 _)3 ................ .. STA: 46+60.0O ... 34+60 _ S89° 06' 1z n . I ... 34+96 �� - J...... - 521.91w - - - - �.,--.�. . �. . . . . . . . . . . . . . . . . . . . . .......\ i.'.'.'.'.'.'.'.'. N 181183.3639 (V �\ ..... i . . . . . ' . ' . ' . ' .............. E 1302432.7952 FG: 35.58 508 FOUND 2" BRASS DISK w ... ... MATCH EXIST. O WITH PUNCH IN CASE O O 1 z I ...... ...P.T. FG:35.. .. .. ............ .................. LO fyIn STA'34+04.9.0..... ... I........ LU MATCH EXIST.. . . 22.04' RT...... .. ........ .. _ .L. __ -. .-. - - .. . ............ ......... .� ..... _ .............. . . FL..35.46... ........ .. Lu LI ... .... . FL- 35.42...... .. ..... ........................ 35.57FL:35.44 J p N ti ..... .. FL: 35.45 ......... ....MATCH EXIST. I....... 000. F.G:35:9 _ _ _ ..... . _ - - �36 4 s4sa FL: 35.39.. - . z. . _ - __ - FL: 35,44 .... a _� - __ TC: 35.76 p . MATCH EXIST. FG:�5.58 . R25A'. SDCB 22 1. FL: 35:38 . 0.0. o o G: 35�0. .. .. .............. o - - p p p p ... ......... 03:35 �. �. V. :. �. �. . . . . 35:91 F)G' 5.89 TC' .35,94. ........ SDCB 23 .. FG: 35.61 FG: 35.60 1 a a a 4 FL: 35.48 .... ..... FG: 35.42 . .. a a p. p. p. p .. .FG:.3�95. . . . . . F.G:.35.1. . . FL: 35.43 . . . . . . . . . . F 35.93 . .. . TC:35.73 p FL- 35.43 . p p FC3 5. 7 _ FG- 35..72...... ........ ..... . PERPENDICULAR CURB I �. FG.35.60� . SHP, SEE DETAIL 2, : 36• FL:. 35.60 .. .....P.0 . 11 FG: 35.96 EET C7.1 ST :46+15.71... .. F 2�Il .Il 9lI 0. STA:46+15.64, 31.47RT pO 11:48°o . °° ..FL3547 . . . o° FL: 35.65 op p o STA:46+12.93, 38.001T FG: M.05 . FG: 35.74 a F.G:. 3524 . p . p PT ...-STA:46+08.32, 36.45'RT FG: M& �° ............ FG: 2&63 I I S� A:46+08.41 . .. � . I R25.0' FG: 35.47. 11.45' RT . II. p p MATCH TC:3 13 . .......... FL: 35.59 .. F.68 .MTCH EXIST. . . . TC�603 CD ,. o ... I . . . . . . 1 PC � FG: 35.65 p l .. p I.I I . L.- 35.40STA:46+01.41"' MATCH EXIST...... I 7.T 4 4 PT15.72' LT C. a a R25.0- p . STA:45+96.36 p STA:45+97. 7 .... . \ f 18.28' LT 14.12' TPT p l�I J� III 1I FG: 35.40 III 4 MATCH EXIST. STA:45+ 2.93 16.1 ' RT p p I R25.0'. BEGIN IMPROVEMENTS ST : 35.44 5.03, 4.00'.R�f. LG`.35.47� . AT NEAREST JOINT. p p . p . PC: 35... '1-MATC EXIST. p STA:45+85.03 .. p a \ p 21.00' LT I �5TAI +81.60, FG: 35.73 a MATCH EXIST. p I I NORTH 4TH STREET AND GARDEN AVENUE NORTH INTERSECTION IMPROVEMENTS 1 "=10' 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. APPROVED FOR CONSTRUCTION GENERAL NOTES: SUBJECT TO ERRORS AND OMISSIONS 1. PROVIDE SKID PROOF LIDS FOR ALL STRUCTURES WITHIN RAMPS AND WALKWAYS. STRUCTURES SHALL BE ADJUSTED TO FINISHED GRADES. BY: DATE: 2. ALL TRAFFIC LOOPS WITHIN REPAVED AREAS OR THAT ARE DAMAGED DUE TO CONSTRUCTION ACTIVITIES SHALL BE REPLACED. BY: DATE: 3. SCHOOL AHEAD SIGN PER MUTCD FIGURE 713-5 IN ADVANCE OF THE SCHOOL SPEED / RADAR SIGNS. SEE SIGNAL BY: DATE: PLANS FOR LOCATIONS. BY: DATE: CONSTRUCTION RECORD DRAWINGS 5 RAMP REVISION WJF 2/22/18 WJF SURVEYED: D. FOLLANSBEE SCALE: AS SHOWN HORIZONTAL: NAD 1983/1991 DATUM �� �� CITY �� � � v� R E N O F TO N S A R T O R I E L E M E N T A R Y S C H O O L RE N T O N SCHOOL DISTRICT NORTH INTERSECTION 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF DESIGNED: G. TAUSCHECK 3 CITY COMMENTS WJF 4/21/17 WJF 2 ADDENDUM NO.3 WJF 3/17/17 WJF DRAWN: F. KATONA ONE INCH 1 ADDENDUM NO. 1 WJF 3/1/17 WJF CHECKED: W. FIERST AT FULL SCALE NOT O NE INCH SCALE ACCOACCORDINGLYNO. Planning/Building/Public Works Dept.IF IMPROVEMENTS REVISION BY DATE APPR APPROVED: S. COMFORT 05/04/2017 PAGE: C6.7 SHEET:OF: 29 43 R-393025 25 4.75 o 0 STCB 2408 RIM=36.99 12" CPP N IE=31.79 12" CPP E IE=31.89 0 12" CPP S IE=31.99 STREET NORTH 3RD STREET AND PARK AVENUE NORTH INTERSECTION IMPROVEMENTS 1 "=10' GENERAL NOTES: 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 713-5 IN ADVANCE OF THE SCHOOL SPEED / RADAR SIGNS. SEE SIGNAL PLANS FOR LOCATIONS. AS -BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY AHBL ,AND MAY INCLUDE NOTICE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTfRAnoNaFTHIS DOaIYFNrSHALLNVALDATETHE PROFES90NAL SEAL AND SN;w►T+fRE. PUBl1CATi011 OF AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING THIS D0a11E11TD0ESNorOEROGAIEFRa1RESERVED OINERSIIP RNiliS N ff. THIS DOa11E11T 6 Fat USE FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY pLYFOR THE PRO�iCT0E111FIDlITHE TiIlEBIAa( AND IS NOT TO BF. USED FOR RFPAR, ROIODEL OR �NTM DIRECT SUPERVISION ON THIS DATE: 08/23/2019.ATMATPRaEcraRFat""1'mHEtaaaEcr. tv r �ti ycyF pwAsHf�r �� 41803 �S`S-tONAL STCB 2403 RIM=36.82 12" CPP W IE=33.07 ■iom _ 5 i - _ 4 ■ � 2 TACO M A • SEATTLE • SPOKANE •TRI-CITIES 1 2215 North 30th Street, Suite 300 Tacoma, WA 98403 NO. 19253.383.2422 TEL 253.383.2572 FAX www.ahbl.com NEB x FG: 37.89 MATCH EXIST. PERPENDICULAR CURB RAMP KEY NOTES MUTCD S1-1 "SCHOOL" SIGN TYPICAL, ALL FOUR LOCATIONS. 1� 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 El PROPOSED ELEVATION 37.99 ADJUST EXISTING COMMUNICATION MANHOLE RIM FINISHED GRADE TO El MATCH PROPOSED ELEVATION 37.97 ADJUST EXISTING WATER METER BOX, REPLACE LID WITH A NON SLIP El LID, MATCH PROPOSED GRADE, 38.34 ❑5 RESTORE SIDEWALK, CURB AND GUTTER TO THE NEXT JOINT. RESTORE SIDEWALK, CURB AND GUTTER TO THE NEXT JOINT LOCATED El HERE. RAMP REVISION STORM DRAINAGE REVISIONS CITY COMMENTS ADDENDUM NO. 3 ADDENDUM NO. 1 REVISION 6" CONC W IE= 3.2Z ru.bts.40. . . . .ivir�I ncnioi. ' ru.�o.0 co FL' . . . FG: 38.2 TA:40+41.73, 34.78' RT STA:40+41.88, nzW-�T -� .27 p Fd�38..51 .�j. p p " TC: 38.02 . . SE . . . FL: 37:99 . p 00 .......... oo p. °O °° (PERPENDICULAR oo ..... ....... 00 4 A .. - - I 1 C; 3R �. . . p p I STA:40+40.50, 34.79' RT FL: 38.00 MATCH EXIST. FG:.38.44 . . . . . . . . . . . . . . . O C� . . �. FG: 38.21 STA:.40+00.00 FG: 38.27 'HI MATCH EXIST. MATCH EXIST. FL: 38.40 14+00 FL, 38.43 FG: 38.38 CD I 14+94 MAT�EXI rT 4-' FG:38.24 0 562.99 / MATCH EXIST., N 180523.4480 I TYPICAL ALL FOUR ROADS, NORTH 3RD STREET I� THERMOPLASTIC/PAINTED E 1302420.7060 � � � I CROSSWALK - . . CD ) FOUND 2" BRASS DISK SEE DETAIL 3 ON SHEET C7.11 OL WITH PUNCH IN CASE - STA:13+63.09, 7.00' RT FL: 38.01 FG: 37.99 W FL: 37.99 FG: 38.01 MATCH EXIST.00 - MATCH EXIST. FL; 37,94 MATCH EXIST Ln . . . . . . . . . . . . . . . . . . . . . . - FG:38.04 FL:38.10 . . . . . . . . . . . . . . TC: 38.46 . . . . . . N ~ I MATCH EXIST. 6" TRANSITION TO FULL o � MATCH EXIST. FL: 38.07 R15.0' 6" FREE STANDING CURB. 0 TC: 38.44. . 1 no 00 Q SIDEWALK BEHIND CURB Z -- �.I 0000 (. FG: 38.5 L o TO BE AT ROAD GRADE. I \ FL:.37.98 6 MATCH EXIST. r $.32 �. 2 0 . , R15.0' � I - - - - - - - F ` 38.0.9. p 08 FL: 37.89 $T o 6 SLOP L _ 6 o F= o =.J - - EG SLOPE �- _� p FG: 39:92 . o o . _ T. - T o - - - T- - -�. FG: 38.03 o ° o8 0 . 0.14a/o. p 7.13°!0 . F ' 37.91 °. _ F : 37.94 0 0 FG: 38.5 STA:14+18.0- . - - - - E7IST FG: 38.04 4 0 32.61' RT . . .. FL: 7.83 - - FG: 38.48 - - - so. FL:37.79 ��. . SSMH 2771 RIM=38.33 FG: 38 04 MATCH EXIST. FG: 37.78 t 42" CONC E-W FG: 38.32 0 MATCH EXIST. • • • • • =NTER CHANNEL=26.33 MATCH EXIST. . • • • • • •I PARALLEL F�: 37..7.7.......�. 4 I STA:39+64.67, 33.23' RT 1 CURB RAMP MATCH EXIST. I I )TCB 0 RIM=37.80 FG: 37.92 ! CONC W IE=36.25 6 L' MATCH EXIST. �II I PARALLEL 1 TC:38.34 I FG: CURB RAMP C7.12 STCB 3099 RIM=37.86 MATCH EXIST. MA CH EXIST.. � . • FL: 37.92 6" CONC NE IE=36.06 0 . . . . . . . . � A A a I' MATCH EXIST. 1 6 wa FL: 37.92 0l co G + TC:38.36 A aA 1 MATCH EXIST. o U ° A A ° 00 ° ° rn MATCH EXIST. A ° M 4 . ° WJF 2/22/18 WJF SURVEYED: D. FOLLANSBEE WJF 12/13/17 WJF DESIGNED: G. TAUSCHECK WJF 4/21/17 WJF WJF 3/17/171 WJF DRAWN: F. KATONA WJF 3/1/17 WJF CHECKED: W. FIERST BY DATE APPR APPROVED: S. COMFORT NORTH 3RD STREET AND GARDEN AVENUE NORTH INTERSECTION IMPROVEMENTS 1 "=10' SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY N GRAPHIC SCALE 0 5 10 20 CONSTRUCTION RECORD(D FXWINGS VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 `lam ��fiy CITY OF + REN TON llV1 DATUM Planning/Building/Public Works Dept. BY: BY: BY: BY: APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS DATE: DATE: DATE: DATE: SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICT SOUTH INTERSECTION IMPROVEMENTS 05/04/2017 PAGE: C6.8 SHEET: OF: OF`43 N O O O Q0 Q J M R-393026 O M 6� M I O I RIM ELEV.= A z_Q d. z n c o .d d d. Qa d.d °ad °:.. OVERFLOW a ELEV.= B N a Q ° q MAX. ELEV.= C o W.S. d d' ORIFICE #2= DO a d ° a. PIPE SUPPORT(S): 3" X .090" 12" RISER 12" OUTLET PIPE c. a d'. IE= E a.d. d.a 1'-0,, b d. MIN. d d. a. Z d RESTRICTOR PLATE ° o o �a , ORIFICE #1= F O c d.a CV a ELEV.= G a .a a. d 60" o MANHOLE TYPE 2 REMOVABLE WATER- TIGHT COUPLING ELEV.= C ORIFICE #2= D 6"ELBOW DETAIL NOT TO SCALE CONTROL MANHOLE NOT TO SCALE 2" O AIR VENT C( CONTROI E DETENTION PIPE SECTION L Z O Q0 o' CV IY NOTES: 1. PIPE SIZES AND SLOPES: PER PLANS. ROUND SOLID COVER 2. OUTLET CAPACITY: NOT LESS THAN COMBINED INLETS. WITH LOCKING BOLTS. 3. EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTED IN FRAME & LADDER OR ACCORDANCE WITH THE REQUIREMENTS FOR CATCH BASIN TYPE 2, STEPS OFFSET. SEE 60" MIN. DIAM. NOTE 8. FRAME & COVER ELEV. PER PLAN. 4. PIPE SUPPORTS AND RESTRICTOR/SEPARATOR SHALL BE OF SAME MATERIAL, AND BE ANCHORED AT T MAX. SPACING BY 5/8" DIAM. 2" O AIR VENT STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED 2" IN WALL. IE= H EXTEND TO LANDSCAPE 5. THE RESTRICTOR/SEPARATOR SHALL BE FABRICTED FROM 0.060" AREA FINISHED GRADE. 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. STEPS OR LADDER 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. INLET 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 SO THAT: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMB DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. IE=I C. FRAME IS CLEAR OF CURB. CLEANOUT GATE: SHEAR GATE. 9. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: SEE DETAIL 3 OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. THIS SHEET. 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. PLAN 12" OUT WSDOT SPECIFICATION 9-03.12(3), 95% COMPACTION; OR 3/8" WASHED GRAVEL FOR PIPE BEDDING PER AASHTO GRADATION NO. 8 % NOT TO SCALE 1 J . / y of `YA3fjt AS-BUILT���o��� 1 CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY AHBL , AND MAY INCLUDE NOTICE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERATION OF THIS MCIRIENTSHALL NVALIDATETNE PROFESSIONAL SEAL AND SIGNATURE PUBLICATION OFF! AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING'MIS DO1311ENTDOESNOT DEROGATEFROIIRESERVEO �1.p 41803 w� lal OfL pIIE PRO,EWO CT IDE iBIFED N THE ns1LE FOR USE �'�' �EGI STV, a FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY NO eoOTTOBEEUSED FOR FIENINIODELOREcr. �SSIONAL E��l Z DIRECT SUPERVISION ON THIS DATE: 08/23/2019. ADDITION 4 /23/z' MAXIMUM OPENING OF GATE SIX EVENLY SPACED HOLES ON 10 3/8" BOLT CIRCLE FOR BOLTING TO FLANGE CONNECTION. 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 1 30.75 31.60 32.08 PORTED -RUCTURAL FILL 11,�■ 5 I 4 ■ � 2 T A C O M A - SEATTLE • SPOKANE •TRI-CITIES 1 2215 North 30th Street, Suite 300 Tacoma, WA 98403 NO. 19253.383.2422 TEL 253.383.2572 FAX www.ahbl.com NEB LEVEL LINE 0 O O 0 I :I LIFT HANDLE 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 HANDLE WITH SPECIFIED. LOCK PIN. 3. GATE SHALL BE JOINED TO TEE SECTION BY ADJUSTABLE LOCK BOLTING (THROUGH FLANGE), WELDING, OR HOOK WITH LOCK OTHER SECURE MEANS. SCREW. 4. LIFT ROD: AS SPECIFIED BY MFR. WITH 1" ROD OR HANDLE EXTENDING TO WITHIN ONE FOOT OF TUBING, COVER AND ADJUSTABLE HOOK LOCK VARIABLE FASTENED TO FRAME OR UPPER HANDHOLD. LENGTH. 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. /Ti 7. MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FIT. O 8. FLANGE MOUNTING BOLTS SHALL BE 3/8" DIAM. STAINLESS STEEL. SIDE 9. ALTERNATE CLEANOUT/SHEAR GATES TO THE LIFT HANDLE SHALL DESIGN SHOWN ARE ACCEPTABLE, PROVIDED BE ATTACHED PER THEY MEET THE MATERIAL SPECIFICATIONS MANUFACTURER'S ABOVE AND HAVE A SIX BOLT, 10 3/8" BOLT RECOMMENDATIONS. CIRCLE FOR BOLTING TO THE FLANGE CONNECTION. ALTERNATE SHALL BE REVIEWED AND APPROVED BY ENGINEER. SHEAR GATE 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" 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. RAMP REVISION STORM DRAINAGE REVISIONS CITY COMMENTS ADDENDUM NO. 3 ADDENDUM NO. 1 REVISION NOT TO SCALE 42" CMPA, 3" X 1 (14 Ga.), \ AT S=0.0% DETENTION SYSTEM 1 120' 0.15 O.D. min. limits of pipe compaction Q 0.65 O.D. min. gravel backfill gravel backfill for ror pipe bedding foundations when specified A. Metal and Concrete Pipe span span 3' max 0.15 ise min. limits of pipe compaction rise min. gravel backfill9ravel backfill for for pipe bedding ill_foundations when specified B. Pipe - Arch Installation Rigid Pipe NOTES: 1. Pipe compaction limits shown on this plan are for pipe construction in an embankment. For pipe construction in a trench, the horizontal limits of the pipe compaction zone shall be the walls of the trench. 2. All steel and aluminum pipe and pipe -arches shall be installed in accordance with design A. 3. Concrete pipe with elliptical reinforcement shall be installed in accordance with design A. 4. Concrete pipe, plain or with circular reinforcement, shall be installed with design A. 5. O.D. !sequel to the outside diameter of a pipe or the outside span of pipe -arch. The dimensions shown as O.D. with 3' maximum shall be O.D. until O.D. equals 3'; at which point 3' shall be used. 1'-0" for diameters 12" through 42" and spans through 50". 2'-0" for diameters greater than 42" and spans greater than 50". W (see note 4) limit of pipe zone bedding material for lexible pipe (see note 6) _ foundation level a " A = 4" min. 27" I.D. and under W min., over 27" I.D. Bedding for Flexible Pipe Flexible Pipe NOTES: 1. Provide uniform support under barrels. 2. Hand tamp under haunches. 3. Compact bedding material to 95 % max. density; directly over pipe, hand tamp only. 4. See "Excavation and Preparation of Trench" in sanitary sewers section of the standard WSDOT/APWA specifications for trench width "W" and trenching options. The pipe zone will be the actual trench width. The minimum concrete width shall be 1 ' I.D. = 18". 5. Trench backfill shall conform to "Backfilling Sewer Trenches" in the sanitary sewers section of the WSDOT/APWA standard specifications, except that rocks or lumps larger than 1" per foot of pipe diameter shall not be used in the backfill material. 6. See "Bedding Material for Flexible Pipe" In aggregates section of the WSDOT/APWA standard specifications for the material specifications. ®Backfill material placed in 0.5' loose layers and compacted to 95 % maximum density. Method B or C compaction (WSDOT/APWA) standard specifications.) Pipe Size Min. dist. between barrels circular pipe conc., LCPE, CMP (diameter) 12" to 24" 12" 30" to 96" diam. / 2 102" to 180" 48" pipe - arch metal only (span) 18" to 36" 12" 43" to 142" span / 3 148"to 199" 48" tiY o STD. PLAN - 220.00 PUBLIC WORKS PIPE COMPACTION DEPARTMENT DESIGN AND BACKFILL MARCH 2O08 PIPE COMPACTION DESIGN AND BACKFILL (COR STD. PLAN 220.00) NOT TO SCALE 36" CMPA, 3" X 1 (14 Ga.), AT S=0.0% (TYP) 48" CMPA, 3" X 1", (14 Ga.), AT S=0.0% DETENTION SYSTEM 2 DETENTION PIPE PLAN NOT TO SCALE WJF 2/22/1 8 WJF SURVEYED: SCALE: D. FOLLANSBEE AS SHOWN WJF 12/13/17 WJF DESIGNED: G. TAUSCHECK WJF 4/21/17 WJF WJF 3/17/17 WJF DROWN: F. KATONA ONE INCH AT FULL SCALE IF NOT ONE INCH WJF 3/1/1 7 WJ F CHECKED: W. FIERST BY DATE APPR SCALE ACCORDINGLY 4PPROVED: S. COMFORT CONSTRUCTION RECORD DRAWINGS VERTIAL:NOR ZONTAL: NAD Di 983/11991 ti,1 U +; CITY OF -�r4 REN TON DATUM Planning/Building/Public Works Dept. 68' 80' 3' (TYP) ■ -I ■ DETENTION SYSTEM 3 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICT STORM DRAINAGE NOTES AND DETAILS I 05/04/2017 FIELDBOOK: PAGE: DRAWING NO: C7.1 SHEET: OF: 31 43 III t: a N Q0 O O O Q0 r Q J 0 O O Q0 r 0- R-393027 O M C3� M I O -#5 @ 12" O.C. SHORT (4) #5 TOP & BARS TOP & BOTTOM BOTTOM (TYPICAL) LONG BARS �Irt � � films i/ tt t I II -44-I� 3'-0" I 6'-0" 1/2" RADIUS (4) #5 TOP & BULLNOSE EDGE BOTTOM TYP. 4 SIDES LONG BARS CONCRETE INCREASE DEPTH N AS REQUIRED TO MEET VERTICAL ELEVATION OF THE ACCESS RISER #5 DIAGONALS TOP & BOTTOM I CONCRETE: 4000 PSI MIN. @ 28 DAYS 6 SACK MIX REBAR GRADE 60 DETENTION PIPE ACCESS RISER - TRAFFIC BEARING CL BOLT -DOWN CIRCULAR FRAME AND COVER PER WSDOT STD PLAN B-30.70-03 4" STYROFOAM MAT CUTOUT @ NI I LID OWNING HMA PAVEMENT f CRUSHED SURFACING BASE P COURSE �'. a� .�\::i.i #5 @ 12" O.C. EACH WAY 6" MIN. % NOT TO SCALE 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. AS -BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY AHBL ,AND MAY INCLUDE NOTICE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERATIONaFTNISDOOIYENrSHALLNVMIDAIETIE PROFES90NAL SEAL AND SRNATURE. PUBLICATION OF AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING TNISDOCI11E11TD0ESNorDEROGATEFROMRESERVED OINERSIIP RN;Ii1S N R THIS DDCUIENT IS FOR USE FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY afLYFORTNEPRo�ECTIDENiFIDN1HE11TLEBLOOC AND IS NOT TO BE USED FOR REPAN, REMODEL OR DIRECT SUPERVISION ON THIS DATE: 08/23/2019. ADDITIDNTOTNArPRaECTaRFaRANroTNERPRo�Ecr. LJ a z J LOAD TRANSFER SLAB LADDER LATERAL SUPPORT SECURED TO PIPE OR RISER AS APPLICABLE, 4' MAX SPACING, MIN. 2 REQ'D STEPS @ 12" O.C. 36"0 CMP RISER WELDED TO CMP DETENTION TANK FOR ADS N-12 PIPE, PROVIDE 36" RISER FUSED TO DETENTION TANK BY MANUFACTURER 18" MAX 6" MIN EDGE OF SLAB SHALL EXTEND PAST EDGE OF TANK AND SHALL NOT REST ON PIPE PREFABRICATED LADDER (WSDOT STD. PLAN NO. B-30.90-01) ATTACH TO LOAD TRANSFER SLAB. TYPICAL FOR ALL PIPE TYPES PER PLAN 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 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 3A 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). J. oy Trasg ,�,��'� 4 W 3 - •ter 2 �1�p 0� GI,$�E F� T A C O M A • SEATTLE • SPOKANE •TRI-CITIES 1 �SSI 0NAL E��l 2215 North 30th Street, Suite 300 Tacoma, WA 98403 NO. /23/201 9253.383.2422 TEL 253.383.2572 FAX www.ahbl.com NEB RAMP REVISION STORM DRAINAGE REVISIONS CITY COMMENTS ADDENDUM NO. 3 ADDENDUM NO. 1 REVISION WJF 2/22/18 WJF SURVEYED: SCALE: D. FOLLANSBEE AS SHOWN WJF 12/13/17 WJF DESIGNED: G. TAUSCHECK WJF 4/21/17 WJF WJF 3/17/171 WJF DROWN: F. KATONA ONE INCH AT FULL SCALE IF NOT ONE INCH WJF 3/1/17 WJF CHECKED: W. FIERST BY DATE APPR SCALE ACCORDINGLY APPROVED: S. COMFORT CAST IROP RING AN[ COVER PEF CLEANOU- DETAII 3000 psi CLASS C. CONCRETE (TYP) 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. DRILL AND TAP (SPLITTIN THE SEAM) SET MADE BOL" DOWN WITH 3/8" SS ALLEI` HEAD BOLTS - 2 PLACE 1 /8" RAISE - 1 /2" WIDE BORDER p: . 12" 0 FIBRE JOINT PACKING 45° (1/8) BEND STORM SEWER 2'-0" -{ I� 4-3/4" PROVIDE WATER TIGHT PLUG LETTERING "STORM" r 5/8" 4" CAST IRON RING AND LOCKING COVER STORM DRAIN CLEANOUT NOT TO SCALE TWO-WAY CLEANOUT NOT TO SCALE CONSTRUCTION RECORD DRAWINGS VERTIAL:NOR ZONTAL: NAD Di 9831968 1991 +�; CITY OF RENTON DATUM Planning/Building/Public Works Dept. BY: BY: BY: BY: 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. PLAN FOR DIAMETER +- PLUG TO BE SEALED IN SAME =�ZLJ MANNER AS MAIN SEWER JOINTS APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS DATE: DATE: DATE: DATE: SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICT STORM DRAINAGE NOTES AND DETAILS 11 05/04/2017 PAGE: C7.2 SHEET: OF: OF:43 CV Q0 O O O J CV O O O C9 R-393028 PROPOSEJEA "'- ROOF DRAI=�III=GEOTEXTILE FABRIC WAS6" MINIMIN BELINT 2" MIN 4" MAX =11=III / / ' IIIIIIIIIII �'�' J IIIIIIIIIII Q ���� / z " o / Q p z / D / O / ILL. � 2" MIN 18" MIN FOOTING DRAIN NO SCALE ROOF DOWNSPOUT SEE ARCHITECTURAL DETAILS. 6" PVC CAP CUT HOLE TO ALLOW DOWNSPOUT TO PENETRATE WITH 1/8" CLEARANCE. j 2" MIN - FINISH GRADE 4" 2 \ CLEANOUT 7 4 4 r- IIXL-BUILDING FOOTING SUBDRAINv. FOUNDATION SEE STRUCTURAL DETAILS DOWNSPOUT CONNECTION NO SCALE AS -BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY AHBL ,AND MAY INCLUDE NOTICE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERATIONaFTNISDOCI1YENrSHALLNVAlIDA1ETIE PROFES90NAL SEAL AND SRNATURE. PUBLICATION OF AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING TNISDOCIIIEIITDOESNorDEROGATEFROMRESERVED OINER9IP RN;ii15 N R THIS DDCUIENT IS FOR USE FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY af4_YFORTNEPRo�ECTIDENiFIDN1HE11TLEBLODC AND IS NOT TO BE USED FOR REPAN, REMODEL OR DIRECT SUPERVISION ON THIS DATE: 08/23/2019. ADDI110NTOTNArPRo,ECTaRFORANTOTNERPRo�icT. W a ZLd P11111SURFACE SEAL- NATIVE SOIL OR OTHER LOW =111=111 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 O 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 FOUNDATION DESIGN PER LANDSCAPE AND STRUCTURAL PLANS AND DETAILS WALL, SEE STRUCTURAL DETAILS. a 8" PVC SCH 40 TYP. 4 a 4 711 7 by � of wasgr� �0•p �O3� �SSIONAL� _ 5 t 4 3 2 TACO M A • SEATTLE • SPOKANE •TRI-CITIES 1 2215 North 30th Street, Suite 300 Tacoma, WA 98403 NO. 19253.383.2422 TEL 253.383.2572 FAX wm ahbl.com NEB LP"/11 PreC li ing Reli b(it GREASE ITERCEPTOR SINGLE VAULT SYSTEM 600-7000 Gallon System Dim "A" Clear Access Opening Contractor To Core Drill Or Knockout Pipe Hole In Field Grout Both Sides Knockout —� —� Typical o xI E A - F + 1 + (- l + (� - A N o Precast Divider Droft 1'-0" o DETAIL 1 PLAN VIEW Slot Both Sides O Locking Frome & Cover Vent Pipes Adjust To Grade Air & Gas Tight 1 Optional 3 Places (2 Places On 577-GA) I I I 7 .. Inspection Tee INLET -- Typical — o •'• -- OUTLET Tee or I I I V = Elbow t0 z Dim "E" o o o 0 Woter Depth ,o I E Li LJ CN Grout All Around Slot Both Sides Length .3 Length SECTION VIEW AA Gallon Capacity 600 800 1000 1500 2000 2500 3000 4000 5000 6000 7000 LIV Co. Model No. 577-GA 577-GA 4484-GA 5106-GA 612-GA 612-GA 712-GA 712-GA 814-GA 818-GA 818-GA Dim "A" 7'-0" 7'-0" 9'-0" ll'-2" 12'-8" 12'-8" 13'-1" 13'-1" 15'-7" 19'-11" 19'-11" Dim "B" 4'-8" 4'-8" 5'-0" 5-8" 6'-8" 6'-8" 8'-0" 8'-0" 9'-7" 9'-11" V-11" Dim "C" 7'-0" 7'-0" 7'-2" 7'-2" 8'-0" W-0" 8'-7" 8'-7" 10'-0 1/2" 10'-5" 10'-5" Dim "D" 1 3'-7" 1 4'-8" 4'-2" 1 4'-3" 1 4'-7" 1 5'-6 1/2" 1 5'-1" 1 6'-8" 7'-4" 7'-1" 8- 0' Water Depth Dim "E" 1 3'-3" 1 4'-4" 3'-10" 1 3'-11" 1 S-9 1/2" 4'-9" 1 4'-8" 1 6'-3" 6'-1- T�87-77 Design Criteria: GREASE WASTE FIXTURE UNITS = FROM 2012 UPC, 1,000 GALLONS REQUIRED SCALE: 3/8"=1'-0" Items Shown Are Subject To Change Without Notice Issue Date: August 2012 116 *Aub Address hone: 80 -8 -�201 38 588 25 -7 5- WA 98071 mal. p ub rn castle.com Notes: 1. Concrete: 28 Day Compressive Strength rc = 7000 psi 2. Rebar: ASTM A-615 Grade 60 3. Mesh: ASTM A-185 Grade 65 4. Design: ACI-318-02 Building Code ASTM C-857 "Minimum Structural Design Loading For underground Precast Concrete utility Structures" 5. Loods: H-20 Truck Wheel w/ 30% Impact Per AASHTO 6. Fill w/ Clean Water Prior To Start-up Of System 7. Contractor To Supply & Install AN Piping & Sampling Tees 8. Gray Water Only, Block Water Shall Be Carried By Separate Side Sewer 1000 GAL.GREASE INTERCEPTOR NO SCALE RAMP REVISION STORM DRAINAGE REVISIONS CITY COMMENTS ADDENDUM NO. 3 ADDENDUM NO. 1 REVISION D Do 6" O PVC PIPE, TO CATCH BASIN TRENCH DRAIN ® 1992-2012 Oldcostle Precast, Inc. 3" MIN w z I � w w 0 a- 1 0 cD Q� E 0 120 VOLT ELECTRICAL OUTLET FOR HEAT TAPE. INSTALL HEAT TAPE FOR FREEZE PROTECTION -REDUCED PRESSURE BACKFLOW ASSEMBLY (RPBA) CENTER BACKFLOW PREVENTER IN ENCLOSURE 3" MIN. INSULATED ENCLOSURE 3" MIN. "HOT BOX" OR EQUAL i 3/8" X 4" ANCHOR BOLTS PER MANUFACTURER `o 3" MIN. 0.50' CONCRETE SLAB z UNION 5iFINISHED 0.50' N GRADE FINISHED GRAD � 3.50' � 2' 00 DRAIN Vp 9? N' Vp z SEE NOTE 4 6" MINIMUM SLEEVE FREE DRAINING (TYP.) 2 0' GRAVEL z 6. 0' CONNECT TO N WATER METER IMMEDIATELY ADJACENT TO RPBA FLOW — INSTALLED W/ APP'D. TO OWNERS ELECTRICAL PANEL. FRONT VIEW MATERIAL PER UPC DIRECT BURIAL OR IN RIGID METER SIDE (SIZE AS REQ.) CONDUIT PER ELECTRICAL SIDE VIEW PERMIT REQUIREMENTS. NOTES: 1. ALL REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPBA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF THE INSTALLATION OF THE RPBA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE RPBA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE RPBA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER UTILITY CROSS —CONNECTION CONTROL SPECIALSIT, FAX NO. 425-430-7241. 4. DRAIN SHALL BE SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL MANUAL STANDARDS 3" DRAIN FOR 1" OR SMALLER RPBA's, 4" DRAIN FOR 1.5" TO 2" RPBA's, 6" FOR 3" RPBA's. 5. RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. Y STD. PLAN — 350.2 a_®+ PUBLIC WORKS REDUCED PRESSURE BACKFLOW DEPARTMENT ASSEMBLY IN HOT BOX �NTo� MARCH 2O10 REDUCED PRESSURE BACKFOW ASSEMBLY IN HOT BOX (COR STD. PLAN 350.2) NO SCALE 1.2' GRATE SHALL BE CONSTRUCTED OF CAST IRON, DUCTILE IRON, OR STEEL, SHALL BE NON -SLIP, SHALL BE ADA-COMPLIANT, AND SHALL 4„ BE RATED FOR H-20 LOADING. DL D D L DEPTH' 3000 PSI DV,�RIES CONCRETE "ZURN Z-886" TRENCH DRAIN OR APPROVED EQUAL. TRENCH DRAIN AND GRATE SHALL BE RATED FOR HS-20 LOADING. NO SCALE WJF 2/22/1 8 WJF SURVEYED: SCALE: . DFOLLANSBEE AS SHOWN WJF 12/13/17 WJF DESIGNED: G. TAUSCHECK WJF 4/21/17 WJF WJF 3/17/17 WJF DROWN: F. KATONA ONE INCH AT FULL SCALE IF NOT ONE INCH WJF 3/1/1 7 WJF CHECKED: W. FIERST BY DATE APPR SCALE ACCORDINGLY APPROVED: S. COMFORT CONSTRUCTION RECORD DRAWINGS HOR ZONTAL: NAD Di 983/11991 +; CITY OF RENTON DATUM Planning/Building/Public Works Dept. BY: BY: BY: BY: APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS DATE: DATE: DATE: DATE: SARTORI ELEMENTARY SCHOOL 05/04/2017 RENTON SCHOOL DISTRICT FIELDBOOK: PAGE: STORM DRAINAGE NOTES DRAWING NO: AND DETAILS III C7.3 sHEET:33 OF: R-393029 W -393003 • • N CY) Q0 O O Q0 J N O O O I Q0 02" IRRIGATION PORT, TYP. 2 PLACES A J Z Q I 1 I I VAULT LENGTH (MEDIA BAY UNDERDRAIN L r L� FLOW FLOW 4' CURB INLET F -TF - OPENING qr -- - ---�� PLAN VIEW PLANT - - ---- - - J w ALTERNATE ORIENTATION PROVIDED BY CONTECH CLEAN OUT FRAME AND COVER CAST INTO TOP SLAB TOP SLAB BYPASS PIPE 2'-0" JUNCTION CHAMBER A a0ll 24" ACCESS 1-1—-1 CURB NOT BY CONTECH OUTLET PIPE BY NOT BY CONTECH (LOCATION VARIES) TREE FRAME AND GRATE CAST INTO TOP SLAB TERRAFLUME TRAY WITH BYPASS STUB 24" ACCESS COVER AND FRAME CAST INTO TOP SLAB II =_ �at.n MuP n: • i •-• a a . LU Q a- c) Lu O Q i O 00 Z CO JUNCTION CHAMBER 3" MULCH LAYER PROVIDED BY CONTECH F1111 �011i. /MITI 1011110 %/,������ i %%i�7 ��/i1700/1" ��� i%/�i� ��//. ��� MIM/����/0� ,,,l � o?,/ IZIW I��r(//� /��/V�z�%1.0X�1 ���� z1z/1 � ���WC �/��10 ��i=������/.11=� � ���% ���i% J/�F7=00 11• 1 • 1 • 1 1 �- • �- ��!%//ice NTERNAL PIPE CONFIGURATION MAY VARY DEPENDING ON VAULT SIZE A J D p I I I I VAULT LENGTH CURB (MEDIA BAY 2'_0" > NOT BY CONTECH JUNCTION CHAMBER O J 11 LL �I-------- - A TERRAFLUME TRAY WITH BYPASS STUB LU z I, , I :;t �a- 24" ACCESS Ull O L _7I--------LJ--� 1 O UNDERDRAIN � —�F --— ------ 02" IRRIGATION PORT, OUTLET OTHERS TYP. 3 PLACES TREE FRAME AND GRATE _ CAST INTO TOP SLAB CLEAN OUT FRAME AND COVER CAST INTO TOP SLAB TOP SLAB z N<I—a- Q 0� Q rf 6 UNDERDRAIN STONE LAYER 21" FILTERRA MEDIA (LOCATION VARIES) UD PLAN VIEW __- L BP�L---- PLANT PROVIDED BY ALTERNATE ORIENTATION CONTECH 24" ACCESS COVER AND FRAME CAST INTO TOP SLAB JAI 3" MULCH LAYER UNDERDRAIN FLOWKIT SECTION A -A 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 5owtlons LLG or one of Its attulated companies (Uontecrt"). Nertner tnls drawing, nor any part trtereot, may be used, reproduced or modmed 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. DIMENSIONS MAY VARY ± %2" DEPENDING ON PRECASTER BUILD CONFIGURATION. LONG SIDE CURB INLET NOT TO SCALE AS -BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY AHBL ,AND MAY INCLUDE NOTICE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERATION aFTHIS DOOIYENrSHALLNVMIDAIETIE PROFESSIONAL SEAL AND SIGNATURE PUBLICATION OF CI11E11 AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING THIS DOTDOES NOT DEROGATEFROM RESERVED OINER9IP DDCUIENT IS FOR USE FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY araYFOR THE PROJECT IDENTI�1EDNTHE nTLEBLoac AND IS NOT TO BE USED FOR REPAIR, REMODEL OR DIRECT SUPERVISION ON THIS DATE: 08/23/2019. ADonIDNTOTNArPRaECTaRFaRANroTNERPRo�Ecr. a Ld CDS® THIS PRODUCT MAYBE 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. C;V4 N T E C H ENGINEERED SOLUTIONS LLC 9025 CentlL, , Ln., oufte 4uu, VVUbL unester, OH 45069 800-526-3999 513-645-7000 513-645-7993 FAX SHORT SIDE CURB INLET NOT TO SCALE J. y Cl:)) �o� �, 5 RAMP REVISION 4 STORM DRAINAGE REVISIONS W = 3 CITY COMMENTS ,ter 2 ADDENDUM NO. 3 ���EGI,$�EF� �yTACOMA SEATTLE SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 �� �SSIONAL 2215 North 30th Street, Suite 300 Tacoma, WA98403 N0. REVISION /23/201 9253.383.2422 TEL 253.383.2572 FAX wm ahbl.com NEB TERRAFLUME TRAY WITH BYPASS STUB CURB AND GUTTER, TYP. _ (NOT BY CONTECH) SEE FILTERRA w/ TERRAFLUME CURB INLET DETAIL SHEET :.:. lcl I STREET O (� LU H M � � z 0 I c0 JUNCTION CHAMBER WJF 2/22/1 8 WJF SURVEYED: SCALE: D. FOLLANSBEE AS SHOWN WJF 12/13/17 WJF DESIGNED: G. TAUSCHECK WJF 4/21/17 WJF WJF 3/17/17 WJF DROWN: F. KATONA ONE INCH AT FULL SCALE IF NOT ONE INCH WJF 3/1/1 7 WJF CHECKED: W. FIERST BY DATE APPR SCALE ACCORDINGLY APPROVED: S. COMFORT NOTES: 1. PROVIDE LOCAL DEPRESSION AT POINT A 2. MATCH NORMAL PAVEMENT GRADE AT POINT B 3. VARY TRANSITION SECTION SLOPES TO MATCH ABOVE POINTS NORMAL GUTTER FLOWLINE DEPRESSED NOSING A GUTTER FLOW LINE L —— FILTERRA THROAT OPENING -- + -------J GUTTER FLOW DEPRESSION PER LOCAL REGULATIONS ELEVATION VIEW STANDARD 90' NOSING (OTHER NOSING AVAILABLE PRECAST UPON REQUEST) TOP SLAB 1 4" MIN.CLEAR 9" THROAT OPENING v a� CAST -IN -PLACE GUTTER AND THROAT OPENING (BY CONTRACTOR PER LOCAL STANDARDS) #4 DOWEL BARS @ 12" O.C. BY CONTECH TO BE BENT AS NECESSARY BY CONTRACTOR PRIOR TO INSTALLATION OF CAST -IN -PLACE GUTTER INSIDE CEILING OF TOP SLAB TOP OF CURB CURB > FACE' CIP GUTTER' VARIES, SEE PROJECT SPECIFIC SITE PLANS a iG d d a d 8„ TYPICAL NNa Q d d d 77 II I I a 6" MAX. CLEAR a THROAT OPENING TERRAFLUME OUTLET PROTECTION DEVICE ° DO NOT REMOVE - LEAVE IN PLACE UNTIL SITE IS STABILIZED AND FILTERRA IS ACTIVATED PRECAST VAULT WALL SECTION A -A VIEW STANDARD CURB INLET WITH TERRAFLUME �filrerra N.T.S. es,azs.e,,a a, nEa.EaFnaennPA.e.e �1 The des a d' f t how n th s draw tl d ce to the ect owner a and contractor b CONTECH En -n red Solt LLC f 1 ffli t tl CONTECH N �h th' d art thereof m be u d r rod—d or motl'f'ed m gn n o g p a sery prod ng neer y g ee ne p ( ) g r any p ay ep any wtho th p - n con ent of CONTECH. F to comply s done at the users own "s, and CONTECH expressly tl scla ms any ati l ry p -I, lily f h If d p betty h ppl d f t pon wli ch the draw ng -s based and actual f eld cond tons are ounrte,ed as ste work progressessth—dsc pances must be rep—d to CONTECH -m lately for re-evaluation of-d gn. CONTECH accepts not ably br desgns based on mssng,-n o Ibb, urate'nfo,maton suppled by others. C '. NTECH• FILTERRA WITH TERRAFLUME ENGINEERED SOLUTIONS LLC CURB URB INLET DETAIL 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 800-338-1122 513-645-7000 513-645-7993 FAX I DATE:7/6/16 1 FILENAME: FILTERRA W TERRAFLUME CURB INLET DETAIL.DWG DRAWN: DWB CHECKED: FILTERRA WITH TERRAFLUME CURB INLET NOT TO SCALE CONSTRUCTION RECORD DRAWINGS NOR ZONTAL: NAD Di 983/11991 1,1 J +�; CITY OF R E N TO N DATUM Plonning/Building/Public Works Dept. APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICT FILTERRA DETAILS 05/04/2017 FIELDBOOK: PAGE: DRAWING NO: C7.4 SHEET: OF: 34 43 �• • • N®RN O O O I C9 R-393030 O co 6� M O 0 J O O U w w w w CRUSHED SURFACING BASE COURSE PER WSDOT 9.03-9(3) STRUCTURAL FILL GEOTEXTILE FABRIC COMPACTED NOTES: �� �\ �\ /i �\ SUBGRADE TO 95% 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. LIGHT DUTY ASPHALT CEMENT PAVEMENT SECTION NOT TO SCALE 2" 0"-6" CEMENT 6" CONCRETE, SEE ARCHITECT PLANS FOR CONSTRUCTION CLASS 4000 `TOOLED JOINT LAYOUT / JOINT 2% SLOPE MAX (1/4" DROP PER 1') ------ 1" R a..o . ... a 0 0 0 0 0 0 �� IIIIIII—III IIIIIII I �� II PAVEMENT �jL/�� I I I ' 8" CRUSHED ��, Hill SURFACING COMPACTED BASE COURSE NOTES: SUBGRADE 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. INTEGRAL CURB AND WALK NOT TO SCALE AS -BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY AHBL ,AND MAY INCLUDE NOTICE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERA710NaFTNISDOOIYENrSHALLNVMIDAIETIE PROFES90NAL SEAL AND SIGNATURE PUBLICATION OF CI11E11 AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING THIS DOTDOES NOT DEROGATEFROM RESERVED OINERSIIP R CUIE THIS DDNT IS FOR USE FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY ONLY FORTHE PRo�ECTIDENiFIDNTHE TITLE BLODC AND IS NOT TO BE USED FOR REPAIR, REMODEL OR DIRECT SUPERVISION ON THIS DATE: 08/23/2019. ADonIDNTOTHAT PRaECTaRFOR ANY oTNERPROJECT. a z J CLASS 4000 CEMENT CONCRETE PAVEMENT a a' c CRUSHED SURFACING co BASE COURSE PER 0 0 o WSDOT 9.03-9(3) 000 0 0 000 STRUCTURAL FILL N 0 roc BO0GEOTEXTILE FABRIC 00 00 O NOTES: COMPACTED SUBGRADE TO 95% 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. LIGHT DUTY CEMENT CONCRETE SIDEWALK SECTION (ON -SITE ONLY) NOT TO SCALE 10" 2-1/2" - 5" 2-1/2" 1-1/2" R (TYP) DEPTH OF .d.. .. . . THRU JOINT : °d a • , 1" R (TYP) AA .d • 1 • �.a : = NOTE: THE ADHESIVE SHALL MEET THE REQUIREMENTS OF SECTION ADHESIVE, SEE NOTE 9-26.1 FOR TYPE -II EPDXY BONDING AGENT EXTRUDED CURB NOT TO SCALE 12" RESERVED PARKING STATE DISABLED PARKING PERMIT REQUIRED BOTTOM OF SIGN R7-8a SIGN AT VAN---, ACCESSIBLE STALL V-0" 2" DIA GIP SCH 40 PROPOSED GRADE AT FLOOR OF PARKING SPACE I I II I II I II � '� I I II I II I I N CONCRETE z lzi- 7-> 8"MIN. ACCESSIBLE PARKING SPACE SIGNAGE NOT TO SCALE J. oy Trasg 1A,�,��'� 4 W 3 •A 2 ���� �EGI,$0v F� �y�� TACO M A • SEATTLE • SPOKANE •TRI-CITIES 1 �S`SIONAL E��l 2215 North 30th Street, Suite 300 Tacoma, WA 98403 NO. /23/201 9253.383.2422 TEL 253.383.2572 FAX wm ahbl.com NEB RAMP REVISION STORM DRAINAGE REVISIONS CITY COMMENTS ADDENDUM NO. 3 ADDENDUM NO. 1 REVISION HMA CLASS 3/8", PG 64-22 4" ON -SITE 7" OFF -SITE �oo�oo� CRUSHED SURFACING 00 BASE COURSE PER 0 0 o WSDOT 9.03-9(3) 0 0 0 0 0 0 0 STRUCTURAL FILL N O 00 0 000 0 0 Co 000 0 000 0 GEOTEXTILE FABRIC O 00 0 /\\ COMPACTED �\ SUBGRADE TO 95% 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. HEAVY DUTY ASPHALT CEMENT PAVEMENT SECTION NOT TO SCALE 6-0" PL O 0 1" DIA HOLES 3:1 SAND & CEMENT GROUT 1" DEPTH NON -SHRINK GROUT I I I I 2" CLEARANCE (TYP) NOTES: REFER TO PLAN FOR LOCATION OF WHEEL STOPS. WHEELSTOP NOT TO SCALE WJF 2/22/18 WJF SURVEYED: D. FOLLANSBEE WJF 12/13/17 WJF DESIGNED: G. TAUSCHECK WJF 4/21/17 WJF WJF 3/17/17 WJF DRAWN: F. KATONA WJF 3/1/17 WJF CHECKED: W. FIERST BY DATE APPR APPROVED: S. COMFORT 3" MIN. 3/4 BARS I I z 0 10" MAX. CLASS 4000 CEMENT CONCRETE PAVEMENT _ d L%a d o l d 0 0 a CRUSHED SURFACING 80 BASE COURSE PER 0 0 o WSDOT 9.03-9(3) 000 0 0 O00 0 STRUCTURAL FILL N O 0000 000 0 0 0 O 0 0 0 00 GEOTEXTILE FABRIC O 00 nO NOTES: �\ \\\\\/\\ \\\/ COMPACTED SUBGRADE TO 95% 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. HEAVY DUTY CEMENT CONCRETE SIDEWALK SECTION (ON -SITE ONL NOT TO SCALE WHITE LETTERING WITH 3" BRUSH STROKE 4" RED STRIPE N IRE LANE NO PARKING3 NOTES: 1. PROVIDE "FIRE LANE NO PARKING". LETTERING AT 50.0' INTERVALS. FIRE LANE MARKING NOT TO SCALE CURB DRAINAGE OPENING AT PARKING ISLAND NOT TO SCALE SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CONSTRUCTION RECORD DRAWINGS VERTIAL:NOR ZONTAL: NAD Di 983/11991 +�; CITY OF R E N TO N DATU M Planning/Building/Public Works Dept. APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICT SURFACING NOTES AND DETAILS I 05/04/2017 PAGE: DRAWING NO: C7.8 SHEET: OF: OF:43 rn Q0 O O O 1 Q0 Q J CV O 0 C9 R -393031 O M I O w 22' — MIN., VARIES PER PLAN 2' SAWCUT VARIES -- __--_--_- 1.0TO4.0% EXISTING PAVEMENT CONCRETE CURB & GUTTER PER DETAILS 6 AND 7 LU 0�z 0YZ 00 LU 0 LLB ��z LLI m U LL Q U �o �o 0LU 0LU 8' 12' LANDSCAPE CEMENT CONCRETE PLA TER SIDEWALK PER CITY OF 7 RENTON STD. PLAN 102 PARK AVENUE STREET (STA 20+34.65 TO STA 26+11.45) NOT TO SCALE 1 -0 1 .0 ISEE CONTRACI) ROU, DING 2 0 ' '1. V2' ON) R. (TYPI CURB NOT INCLUDED IN BID ITEM - 1 BEE RAISED EDGE •, 38 SIN) PRERIOLDED • �•�++ 1'-0- SIOE4VALK DETAIL -THIS SHEET JOINT FILLER ALL CUT MIN. (SEE CONTRACTI SLOPES 1/2- (IN) R. (TYP.) VM RAISEES _ 2 01; ;11 o URB NOT INCLUDED IN BID ITEM - f� 3 8 ;IN PREMOLDED •• FINISHED GRADE 1- (;N) BELOW JO:NT FILLER TOP OF CONCRETE SURFACE p SIDEWALK ADJACENT TO CURB `TIN (SEE CONTRACT) 1'-0' 1' -0' ROU DING 1R" (IN) R. (TYP.) 1 1 5% CURB NOT INCLUDED IN 810 ITEM- 318 BRIDGE OR PEDESTRIAN PREMOLDEO + •� WALL OR BARRIER RAILING JOINT FILLER ADJACENT TO CURB BARRIER -SEE SIDEWALK (STEEP FI_L SLOPES CONTRACT PLANS ;SEE CONTRACT, WALL OR BARRIER / I 1 (IN.. R (TYP.—_ FLUSn ' CURB NOT INCLUDED IN BID ITEM - SIDEWALK VERTICAL WALL- VB• (IN) PREMOLDED ►, *---r: SEE DETAIL JOINT F14LER (,1}, S ► • 7 ADJACENT TO CURB AND RAILING OR WALL T.- (IN) P11EMOLDE0 JOINT FILLER SIDEWALK BUFFER STRIP (SEE CONTRACT) (SE NOTE 10) .1 /2" (IN) R. SIDEWALK ADJACENT TO WALL DETAIL _7 (TMP) //-- CURB NOT INCLUDED IN 810 ITEM - Q� 11�5% t.590 _MIN •• / 6 �w7•/r� 1 IN R 12 FINISHED GRADE 1 '�N' BELOW TOP of CONCRETE SURFACE FOR PLANTING - FLUSH IF PAVEb ADJACENT TO BUFFER STRIP q" uN; R ! �.. ► �j BROOMED FINI:H •!••• '►• ��• 4- WIDE SMOOTH QI a. r TROWELEDPER7METER RAISED EDGE DETAIL 1Z EXTEND SIDEWALK TRANSVERSE • Q" /` ��� \\ `` JOINTS TO INCLUDE RAISED EDGE b CEMENT CONCRETE CURB (CURB AND GUTTER SHOWN NOT INCLUDED IN BID ITEM For NOTES see STD PLAN 104.2. Paved surfaces must comply with STD PLAN 102.1 as applicable 318 1- L� '. CONTRACTION JOINT - IN SIDEWALK ONLY _ EXPANSION JOINT IN BOTHTO •�► �2, 10 CURB AND SIDEWALK ( SEE STD PLAN IOt 1'� II -1 • �p , • •• Q , JOINT AND FINISH PREMOLDED DETAIL JOINT F LLER E EXPANSION JOINT C CONTRACTION JOINT �Y o STD. PLAN - 102 * PUBLIC WORKS CEMENT CONCRETE ppRO 'ED. DEPARTMENT SIDEWALK M. N'C ATE Gregg Zimmerman, Public Work, Administrator CEMENT CONCRETE SIDEWALK (IN THE PUBLIC RIGHT OF WAY) (COR STD. PLAN 102) NOT TO SCALE AS -BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY AHBL ,AND MAY INCLUDE NOTICE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERA710NOIY aFTHIS DOENrSHALLNVMIDAIETIE PROFES90NAL SEAL AND SIGNATURE PUBLICATION OF AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING TNISDOCI11E11TDOESNorDEROGATEFROMRESERVED OINER9IP R iHIS DDCUIENT IS FOR USE FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY afLYFORTHE PRo�ECTIDENiFIDNTHE 11TLEBLODt AND IS NOT TO BE USED FOR REPAN, REMODEL OR DIRECT SUPERVISION ON THIS DATE: 08/23/2019. ADonIDNTOTNArPRaECTaRFaRANroTNERPRo�Ecr. a J 18, 2' SAWCUT VARIES — _--_- 1.0TO4.0% /jlll�/�%/�//�//�//�%�//jam//���/�� EXISTING PAVEMENT CONCRETE CURB & GUTTER PER DETAILS 6 AND 7 LU O O O LU LL � F_ LLIF_ m U Q LL U 0 0 LU LU IY D IY D 8' 8' LANDSCAPE CEMENT CONCRETE PLA ER SIDEWALK PER CITY I OF RENTON STD. PLAN 102 NORTH 3RD STREET (STA 10+82.48 TO STA 13+66.66) NOT TO SCALE FACE OF CURB �5 2- 112" R. R. % . 124 T 1 TOP OF 1 D j 1/2' R ROADWAY N • .D r b D I — 1 6 CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB E 1 2 — _ FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE' d - 1.24 TOP OF {; 112" R. ROAI}WAK1 r • D . D '\ i [p1� DEPRESSED CURB SECTION AT SIDEWALK RAMPS EXISTING PAVEMENT CEMENT CONCRETE SIDEWALK RAMP OR LANDING VARIE$ FRbtiA 6 To 318' PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS -,—,FACE OF ADJACENT CURB S 10 SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF �. 12" R. ROADWAY Is 1 •D '' f D > ip t 1 _6" DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR'COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB 6 112" — 5 2" � 1 " /rw 1" R. FACE OF ADJRGENTCURB � T TOP OF D ROADWAY GUTTER SURFACE 1 R i v' I {a 1. R. 3 __ D 81 D • ;D • CEMENT CONCRETE '• �_ ' . TRAFFIC CURB e P'� 41. DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL„DRIVEWAYS AND.ALLEYS GENERAL NOTES: 1. See standard plans 162 and 101.1 for curb expansion and contraction joint spacing. 2. Not used. 3. For Depressed Mo,,olithic DrlvewayCurh 8 OwtterSectlon see Standard Plan 104.2 1�Y o STD. PLAN - 101 PUBLIC WORKS CEMENT CONORET6".0IUA S ApPP. ED 1 DEPARTMENT [!A GregdZimmerman, Public Works Administrate CEMENT CONCRETE CURBS (COR STD. PLAN 101) NOT TO SCALE J, oy Trasg ,�,��'� 4 W V � - 3 •t��r 2 �1�p0 7EGI,$�V F� �y�� TA C 0 M A • SEATTLE • SPOKANE •TRI-CITIES 1 �SSIONAL E��l 2215 North 30th Street, Suite 300 Tacoma, WA 98403 NO. /23/201 9253.383.2422 TEL 253.383.2572 FAX wm.ahbl.com NEE RAMP REVISION STORM DRAINAGE REVISIONS CITY COMMENTS ADDENDUM NO. 3 ADDENDUM NO. 1 REVISION 22' 2' SAWCUT VARIES - --- 1.0TO4.0% C7.11 LU 00 wo LLB �� LLI m LL U Q U �o �o 0o 0o 8' 8' LANDSCAPE CEMENT CONCRETE PLAN R SIDEWALK PER CITY OF RENTON STD. PLAN 102 I 1.5% CONCRETE CURB & GUTTER PER DETAILS 6 AND 7 NORTH 4TH STREET (STA 30+58.53 TO STA 34+31.51) NOT TO SCALE / EXISTING ASPHALT PAVEMENT SAWCUT (SEE NOTE 2) ARTERIAL STREET MINIMUM 7" HMA (or ACID Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM 4" HMA (or ACID Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK 2.0' MIN. (SEE NOTE 2) LU �Z 0Yz LU0 00 � � LLLLI � Q U m U 3:o o 0LU 0LU 1 3.5' I CONCRETE PER DETAILS 6 AND 7 GARDEN AVENUE NORTH (STA 40+64.85 TO STA 45+86.87) NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' — 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. 1�Y O PUBLIC WORKS CURB AND GUTTER �NTo� DEPARTMENT REPLACEMENT DETAIL CURB AND GUTTER REPLACEMENT DETAIL (COR STD. PLAN 103) NOT TO SCALE WJF 2/22/181 WJF SURVEYED: SCALE: D. FOLLANSBEE AS SHOWN WJF 12/13/17 WJF DESIGNED: G. TAUSCHECK WJF 4/21/17 WJF WJF 3/17/17 WJF DROWN: F. KATONA ONE INCH AT FULL SCALE IF NOT ONE INCH WJF 3/1/1 7 WJF CHECKED: W. FIERST BY DATE APPR SCALE ACCORDINGLY APPROVED: S. COMFORT NOT TO SCALE NEW CURB & GUTTER STD. PLAN — 103 CONSTRUCTION RECORD DRAWINGS VERTIANOR ZONTAL� NAD Di 983/11991 +�; CITY OF v,RENTON DATUM Planning/Building/Public Works Dept. 91 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICT SURFACING NOTES AND DETAILS II 05/04/2017 FIELDBOOK: PAGE: DRAWING NO: C7.9 SHEET: 39 OF: 43 rn C9 O O O Q J 0 C) I Q0 Il R-393032 CD M 6) I CD I ri l— y CEMENT CONCRETE y✓ CURB 80GUTTER TE r t r CEMENT DEPRESSED MONOLITHIC CONCRETE - CURB & GUTTER SIDEWALK �.. (SEE DETAIL TtRSSHEET) .ice y TYPE C2B -ISOMETRIC VIEW (COMMERCIA , WITH BUFFER) NOTES 1. When a driveway width exceeds 15 feet, construct a full depth expansion Joint with 3/81 joint filler along the driveway lane lines FACE OF CURB (see Sid, plan 102). Construct expansion joints parallel with the SEE _CJ SEE DEPRESSED CURB DETAIL centerilne as required at 15' maximum spacing when driveway CONTRACTION JOINT 81rr ON THIS SHEET widths exceed 30'. STa 1102 I , s 1/7 r - i I 1!2•R. TOPOF ROADWAY 2. See std. plan 102 for sidewalk details. 3. Curb and gutter shown, other curb designs may be specified. See aid. plan 101 for curb details. III � I I ,� G 70 III 11 4. Not used. �- 5, The engineer will design all driveways to include elevatlons at all NOTE DRIVEWAY LONGITUDINAL EXPANSION points marked with symbol "i All elevations are at the back of JOINTS BfMLL BE FULL DEPTH Curb top on uphill side. DEPRESSED MONOLITHIC CURB 8 GUTTER DETAIL 6. Not used. 7. For Driveway Widths see DRIVEWAY STANDARDS (See NOTE 10). The expansion joints (see std. plan 102) shall be spaced as shown in the corresponding Isometric view. 8. Slopes shall comply with seaWns R303.2.1 or R303.2.2 or FACE OF ADJACENT CURB R3032.3 of the Revised DmIlt-Al uidelines for Accessible Public 1 Rights-af-Wayof November23,2005 (PROWAG). r �i 9. Curb returns for any Type C-MAX Driveway be aPPravisid6h FitsURFacEa case -by -case basis. , 10. STREET STANDARDS = Renton Municipal Cade (Rt 1' R Title IV Development Regulations CHAPTER 6STREET AND UTILITY STANDARDS Section 4-6-060STREET STANDARDS DEPRESSED CURB DETAIL AT'RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS DRIVEWAY STANDARDS ='Renton Municipal Code (RMC) Title IV Development Regulations Driveway Example: TYPE C1 B CHAPTER 4 R=Reelaen tal C=CommcrcW CITY-WIDE PROPERTY DEVELOPMENT STANDARDS II Number Of Lanes, Section 4-4-M PARKING, LOADING AND DRIVEWAY ^ (Mi Lane Cortrmerdaq ` REGULATIONS B-Buffer (Plan inp Strip), Blsnk=to Buffer — PUBLIC IYORKS VEMENT PQNCRETE DRIVEWAY 37D. PLAN 104.2PROS D: '` DEPARTMENTE 713ANCA 1 Ii OPTES AND DETAILS dyhy T Jill �rE CEMENT CONCRETE DRIVEWAY ENTRANCES NOTES AND DETAILS (COR STD. PLAN 104.2) NOT TO SCALE CEMENT CONCRETE FLOOR SLAB. SEE STRUCTURAL PLANS. VAPOR BARRIER � CAPILLARY BREAK a � a a a a a a a 00 O 00 00 00 0 0 0 O O O O O O 0 �O 0 CO O O 4" O O O O O O O FLOOR SLAB SUPPORT NOT TO SCALE AS -BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY AHBL ,AND MAY INCLUDE NOTICE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERA71ONaFTHISDOOIYENrSHALL NVAlIDA1ETIE ES9 PROF0NAL SEAL AND SNNATURE PUBLICATION OF AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING THIS DOCI11E11TDOES NOT DEROGATEFROM RESERVED OIMERSIIP WO IN ff. THIS DOCUIENT IS FOR USE FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY �YFOR THE PNoIEcrIDENTIREONTHE nTLEB_oac AND IS NOT TO BE USED FOR REPAN, REMODEL OR DIn DIRECT SUPERVISION ON THIS DATE: 08/23/2019. ADoNTOTHAT IPRo.ECTaRFOR ANY OTHERPROJECT. W a COMPACTED BASE > o J �� by � of wasgr� -•u _ 'fir ��� �EGISTERY� SSIONAL II SbITRTA(RICLUDES SIDEWALK RAIAPS - IVAR ES SEE_NOTE 7) , iR'TDTt Ml 6 MIN (SEE NOTE 8) I I 10 LF CIFPAVED - DRIVEWAYRECUIRED 38EXPANStO11JDINi(TYPJ i ,.I. CEIAENI (aEES P)A.N 1221 G j CO-RETE h'I I SIDEWALK kw � i � IiEE°i101E:-S oN I �1 nI i CCN TRUCTION JOINT SEE NOTE Bi - CEIACUR88 GU17[*RI"�)r RAI.Ia WITH 12M 1V SLOPE (TYP.) ,SEE NDTE8�1 38' CONTRA N (SEE S7D PLUNhJ ), PLANVIEW �S6E&,N6TE1D)"".-i91%11 SEE NOTE 81TYPI i L - IMIN CEMENT CONCRETEI fi MIN ISEE NOTE 3CURB GUTTER SIDEWALK 3B'E%PANSIAN JOINT(1YP;j ISEE NOTE 31 Q tnn toe, _ �F7iPE�y,� F.8 ISEEsm.P(RtR $iu `1 f SID KWIDIN� ECTI N DIFFERENCE IN SLOPE I.VUf A RNEWA1 wr ` Imvw9.F,xAGCEgATEDI 8_ MIN I I it DRIVEWAY WI RELATIVE .a :. a -S .. SE ON NEGATIVE SLOPE (SLOP 1 SNOWNE%AGGERATED) •i. l > CEMENT CONCRETE CURB 8 GUTTER (SEE NOTE 3) h ICE a C DERETEI .."'I; . DEPRESS MONCJ,f�HI(��" SIDEwAtk CURa JTMR I ! 1 ETAIL STO'PUW'jW';Z)�� ,4 I TYPE R1B - ISOMETRIC VIEW !tRESIQENT)A,}L, WITk��Qt1FFER( For NOTES STD PLAN 104.2 e a+ PUBLIC WORKS „ V' PLAN - 104.3 CY MENT G DRIVEWA ppR �'ED: DEPARTMENT ENTRAI*O r l`�'YPE R'f Ri M Z N2 nTE Gregg Zimmerman, Public Works Administrator CEMENT CONCRETE DRIVEWAY ENTRANCE TYPE R1 B (COR STD. PLAN 104.3) NOT TO SCALE ■iom _ 5 I 4 3 2 T A C O M A - SEATTLE • SPOKANE •TRI-CITIES 1 2215 North 30th Street, Suite 300 Tacoma, WA 98403 N 0 • 19253.383.2422 TEL 253.383.2572 FAX www.ahbl.com NEE RAMP REVISION STORM DRAINAGE REVISIONS CITY COMMENTS ADDENDUM NO. 3 ADDENDUM NO. 1 REVISION LANE LINE MARKING 7'-81I STANDARD VEHICLE WHEEL PATH 3' 4.5' 3' MIN. MIN. MIN. 1' 1' ACP CLASS* MIN. MIN. 6" CRUSHED 2" CLASS 'B' SURFACING TOP COURSE 2" SAWCUT AND REMOVE EDGE OF PAVEMENT, - OR GRIND, SEAL WITH AR4000W EDGE OF CURB & GUTTER, OR CENTER OF LANE LINE 2.5' MIN. CRUSHED ROCK, FLOWABLE FILL OR AS REQUIRED BY ENGINEER *MINIMUM ACP CLASS 'E' or 'B' SHALL BE: PRINCIPAL/MINOR/COLLECTOR ARTERIAL STREETS & INDUSTRIAL ACCESS STREETS - 6" ACP CLASS 'E' or 'B'. RESIDENTIAL ACCESS STREETS - 2" ACP CLASS 'E' or 'B'. NOTE: UPON REQUEST OF ENGINEER, NEW ROADWAY PAVEMENT SECTION MAY BE DESIGNED USING AN APPROVED METHOD FOR TYPICAL LONGITUDINAL PATCH AND OVERLAY DETERMINING PAVEMENT THICKNESS. FOR FLEXIBLE PAVEMENT STY p ADOPTED CITY OF RENTON ♦ J ♦ STANDARD PLANS A TOE LST DATE: 02/05 02 2005 MODIFIED NOTES DCV DC 072ooa MODIFlED NOTES DATE REVISION DWG. NAME: H032 SP PAGE: H032 BY PPR'D TYPICAL LONGITUDINAL PATCH AND OVERLAY FOR FLEXIBLE PAVEMENT (COR STD. PLAN H032) NOT TO SCALE WJF 2/22/1 8 WJF SURVEYED: SCALE: D. FOLLANSBEE AS SHOWN WJF 12/13/17 WJF DESIGNED: G. TAUSCHECK WJF 4/21/17 WJF WJF 3/17/17 WJF DROWN: F. KATONA ONE INCH AT FULL SCALE IF NOT ONE INCH WJF 3/1/1 7 WJF CHECKED: W. FIERST BY DATE APPR SCALE ACCORDINGLY APPROVED: S. COMFORT W N MIN MIN' I MIN MIN 2" CLAS *2" TO 6" C OR CI L 6.5' MIN. 2" DEPTH OF GRIND OR SAWCUT AND REMOVE 6.5' MIN. 1' 1' 2.5' 1' 1' MIN MIN MIN MIN MIN 2" CLASS 'B' CRUSHED ROCK, FLOWAEJI_L_ I ILL OR AS REQUIRED BY ENGINEER * FOR MINIMUM STANDARDS, SEE DWG# HR-05, SP PAGE H032 OF CURB OR OF PAVEMENT ;ENTER LINE OR ANE LINE S* D SURFACING TOP COURSE TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT OtiZY p� ADOPTED CITY OF RENTON STANDARD PLANS LST DATE: 02/05 DWG. NAME: H032-1 SP PAGE: H032.1 TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT (COR STD. PLAN H032.1) NOT TO SCALE CONSTRUCTION RECORD DRAWINGS VERTICAL: ICA HORIZONTAL: HAD NA ND, 196899r ��� U CITY OF RENTON DATUM Planning/Building/Public Works Dept. APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICT SURFACING NOTES AND DETAILS III 05/04/2017 FIELDBOOK: PAGE: DRAWING NO: C7.10 SHEET: OF: 40 43 �� • M R-393033 0 rn M I I W ASPHALT CONCRETE OVERLAY 2" MIN. CEMENT REMOVE LOOSENED TRIM CONCRETE ASPHALT VERTICALLY 3/4' DIA. X 12" LONG DOWEL `- BAR 0 18" ON CENTER 6" EXISTING RIGID BASE* MIN. 12" MIN. COMPACTED TRENCH BACKFILL AS DIRECTED BY THE ENGINEER SAW CUT SHALL BE VERTICAL AND IN STRAIGHT LINES AS DIRECTED BY THE ENGINEER /EXISTING CONCRETE / PAVEMENT EPDXY COATED DOWEL BARS 6" MIN. ON ALL FOUR SIDES 12" I COMPACTED CRUSHED SURFACING TOP COURSE. CUT AND PANEL REPLACEMENT DETERMINATION: FULL CEMENT CONCRETE PANEL REPLACEMENT: FOR CEMENT CONCRETE SURFACE STREETS, THE MINIMUM RESTORATION SHALL BE FULL PANEL REPLACEMENT, IF ONE OR MORE OF THE FOLLOWING CONDITIONS EXIST - Less than ten (10) yrs old Ten (10) yrs or older Additional Requirements Local Access without Bus Route No No Local Access with Bus Yes Yes Route Intersection (All Yes Yes Plus one panel beyond Streets) the curb return 40% Removal Yes Yes Excellent Condition (based on visual and/or Yes Yes non—destructive testing) Principal, Minor, Yes, If twenty—four (24) Yes, If twenty—four (24) Collector Arterial and square feet or more of square feet or more of all streets in CBD any panel needs to be any panel needs to be and all bus route patched patched *CDF BACKFILL MAY BE USED IN LIEU OF RESTORING EXISTING RIGID BASE AT THE DISCRETION OF THE ENGINEER. TYPICAL PATCH FOR RIGID PAVEMENT PAVEMENT PATCHING AND RESTORATION DETAIL 1sY p ADOPTED G CTTY OF RENTON ♦ � a STANDARD PLANS IS'T DATE: 04/04 DWG. NAME: H033 SP PAGE: HO33 TYPICAL PATCH FOR RIGID PAVEMENT PATCHING AND RESTORATION DETAIL (H033) NOT TO SCALE AS -BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY AHBL ,AND MAY INCLUDE NOTICEISD LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERATION aFTHOCI1YENrSHALL NVMIDAIETIE PROFES90NAL SEAL AND SNNATUREUBL PUBLICATION OF AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING THIS DOCI11E11TDOES NOT DEROGATEFROM RESERVED OIMER9IP RN1113 N ff.-`HIS DOCUIENT IS FOR USE FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY �PIsa rFaNTHEEcrIBENTIREBNeloac THEnTLE AND IS NOT TO BE USED FOR REPAIR, REMODEL OR DIRECT SUPERVISION ON THIS DATE: 08/23/2019. ADDI110NTOTHArPRO,ECTaRFORANTOTHERPRo�icT. a BAND - OR NOTES 1 G1111 61MENSIONSI FOIR ITHE104RTS USED TO ASSEMBLE THE BASE ONNECTIONS INTENTIONALLY (ARE NOT SHOWN. BASE ONNEC TIO14S (IARE PATENTED, MANUFACTURED PRODUCTS IAREIINI (COMPLIANCE WITH NCHRP 350 CRASH TEST ��THATi RITERIA ,(THE',IBASE(CONNECTION DETAILS ARE SHOWN ON kl'§IlbEAN!�IQNLYIIT0, ILLUSTRATE HOW THE PARTS ARE ASSEMBLED:`-; 12l i A ;2 I ((IN)IOOSTI �M1I,TIi A 2 1 /4" (IN) PSST ANCHOR OR A 2 il' )4`�II(IN}{�,PQSTi;W�TH�,A 2 1/2" (IN) PSST ANCHOR MAY BE UBSTFTUTED�,ISEE ICONTRACT PLANS. 13 ERFORATEDIIdSQUARE (STEEL POST SHALL MEET THE REQUIREMENTS, OFII;WSDOTIiSTANDARD SPECIFICATION 9-06. • 'SE 11QNLY"IbAISE{�CQ'NNECTION MANUFACTURER SUPPLIED HAkbWARE:1'T'HAT ;MEETS THE REQUIREMENTS OF WSDOT ISTANDAR•pSPECIFICATIONS 9-06 AND 9-28. MOUNTING ON EXISTING METAL POLE OR LUMINAIRE EDGE OF TRAVELED ROADWAY 90' 30' —1 l t3*— L. DGE' 10F' i f j jREFL MOUNT FACING�(3f � 9Fe'°1�fO0INS: SWARD IF SIGN _ IS IWITHIN1,301'iPEET OF'ROADWAY GALVANIZED( BOLT WITH GALVANIZED WASHERS,, it it1GNi*ACE ORIENTATION I METAL POST' ° o TOP OF ANCHOR z Q 1 SIGN 00SF' J a� W (LOWER SQUAR-': Ti CJ �r0) I' r of FINISHED CD a GROUN I, ° ° LINE d� L y4ER SiG 4 (� 5/16" (IN) CORNER BOLT O I. IPPST P. OiJ -" OR 3/8 (IN) FLANGED SHOULDER BOLT WITH NUT AND WASHERS — L 2 REQUIRED (TYP.) r� - r z BOLT STOP IGN POST > III (TYPE ST-4 SIGN SUPPORT t 'I LOWER SIGN � 2;251�"' POSTIISUPPORT;� (IN) GAG � HOT 1 l ..GALV,I NM. .9 HEAVY—DUTiY',ANCHQRi IA GbMMERCIAIL boONicRETEI MOUNTING ON METAL POST'' 7 II 1 o� I SIGN MOIJNTLNG 10N SINGLE STD. PLAN— 129 Gti�Y ®� PUBLIC WORKS DEPARTMENT ME•TA'I! PST' APPROVED: FNTo ADO$ )" I( TEB (r� SIGN MOUNTING ON SINGLE METAL POST (COR STD. PLAN 129) CENTER CENTER IN IN LANE LANE 10 6"MIN.(TYP.) LANE GUTTER[,, —CONCRETE LINE 24" SNP') LE AN LINE I I 8"(TYP.)—STRIF 8"(TYP.)—OPEN 8"(TYP.)—STRIPE —1IKt. -"--IIKIL / "—IIKr_ / —11 / TRACKS —)TRACKS—/ TRACKS—` TRACKS—) * TYPICAL 4-LANE ROADWAY CONFIGURATION * NOTE: FOR ROADWAYS WITH MORE OR LESS LANES, THE SAME CONFIGURATION APPLIES. KEEPING THE THERMOPLASTIC/PAINTED BARS CENTERED ON THE LANE LINES AND IN THE CENTER OF TRAVELLED PORTION OF THE LANE TO MINIMIZE THE WEAR ON THE THERMOPLASTIC/PAINT. ti`�Y o +'+ PUBLIC WORKS THERMOPLASTIC/PAINTED RDA STD. PLAN — 127 . DEPARTMENT CROSSWALK 4TE D THERMOPLASTIC/PAINTED CROSSWALK (COR STD. PLAN 127) NOT TO SCALE 1 v J NOT TO SCALE 1 r-o • 024" x 4" 6„ 2'-0" SOLID COVER 4'-3" FLUSH MOUNT (CAST -IN) I I I I I I I I co N A I I I I T/I } A pD IRRIGATION ! _ I I1 _ a.Jr_„I IIT— N SYSTEM CONDUIT 02" PVC (CAST -IN) TREE GRATE 3 PLACES 24" X 24" X 4" SQ 07" X 8" CLEANOUT (CAST INTO INLET GRATE SEPARATE COLLAR) L FLUSH MOUNT ,.,, . (CAST -IN) n CURB BY OTHERS WEIR z—� FLOWKIT SECTION A -A RIM ELEV. = 35.89't FL ELEV. = 35.39't WEIR ELEV. = 34.56'3 N INLET PIPE INV. ELEV. = 33.06' ° OUTLET PIPE =�=4 INV. ELEV. = 32.47' 0 B OUTSIDE BOTTOM ELEV. = 31.89' eW=E-o> OCR INLET PIPE (O,V G) INLUPPWNIX PRECAST FILTERRA UNIT INTERNAL BYPASS - GRATE INLET T J NOT TO SCALE vtiloy lrasg c�o��� 5 RAMP REVISION WJF 2/22/18 WJF SURVEYED: SCALE: � D. FOLLANSBEE 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF DESIGNED: AS SHOWN 3 CITY COMMENTS WJF 4/21/17 WJF G. TAUSCHECK „ter 2 ADDENDUM NO. 3 WJF 3/17/17 WJF DRAWN. F. KATONA ONE INCH ��0' 7EGI,$�EF� �ww TACOMA•SEATTLE•SPOKANE•TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF CHECKED: AT FULL SCALE �SSIONAL E��l W. FIERST SIF CALE T ONE INCH 2215 North 30th Street, Suite 300 Tacoma, WA98403 NO. REVISION BY DATE APPR APPROVED: /23/201 9253.383.2422 TEL 253.383.2572 FAX www.ahbl.com NEB S. COMFORT ii � 04" SDR 35 OVC OUTLET COULING �I CAST INTO WALL 24" X 4" OPENING 1-nSECTION B-B IRRIGATION SYSTEM CONDUIT 02" PVC (CAST -IN) 3 PLACES V-3" FILTERRA MEDIA OUTLET PIPE — CONSTRUCTION RECORD DRAWINGS VERTIAL:HORIZONTAL: HADDi983/11991 1 Ua CITY OF +eta RENTON DATUM Planning/Building/Public Works Dept. BY: BY: BY: BY: APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS DATE: DATE: DATE: DATE: SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICT SURFACING NOTES AND DETAILS IV 05/04/2017 FIELDBOOK: PAGE: DRAWING NO: C7.11 SHEET:OF: 41 43 i 0 CD CD Q0 R-393034 M I C) I 4'-0"MIN. - SEE CONTRACT PLANS 3/8" EXPANSION JOINT (TYP.) - SEE STANDARD PLAN F-30.10 LANDING CURB AND GUTTER 0 N 4' - 0" MIN. (TYP.) - SEE CONTRACT PLANS CURB RAMP - FACE OF CURB SIDEWALK 4'-0"MIN. - SEE CONTRACT PLANS PEDESTRIAN CURB - 3/8" EXPANSION JOINT (TYP.) - SEE NOTE 9 SEE STANDARD PLAN o F-30.10 LANDING SIDEWALK i / CURB RAMP DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45.10 DEPRESSED CURB & GUTTER CROSSWALK PEDESTRIAN CURB - SEE NOTE 9 3" R. DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45.10 DEPRESSED CURB & GUTTER CROSSWALK PLAN VIEW DETECTABLE WARNING SURFACE - PLAN VIEW TYPE PARALLEL A SEE STANDARD PLAN F-45.10 % TYPE PARALLEL B SIDEWALK J / o N CURB & GUTTER CURB RAMP 4' - 0" MIN. (TYP.) - SEE CONTRACT PLANS FACE OF CURB 4'-0"MIN. SEE CONTRACT PLANS20%M GRADE BREAK SLOPE OUNTER TOP OF 50% 4G= ROADWAY CEMENT CONCRETE PEDESTRIAN wEPRESSED � LANCURB CURB & GUTTER - -SEE NOTE 9 jEE STANDARD PLAN F-10.12 AND NOTE 6 SECTION SIDEWALK 15'- 0" MAX. 4'- 0" MIN. 15'- 0" MAX. SEE NOTE 7 EE CONTRACT PLAN SEE NOTE 7 GRADE BREAK8.3%2.0% GRADE BREAK % MAX. MAX.83 CURB RAMPCURB .- RAMP LANDING 3/8" EXPANSION JOINT (TYP.) - NOTES 1. PROVIDE A SEPARATE CURB RAMP FOR EACH MARKED OR UNMARKED CROSSWALK. A CURB RAMP WIDTH 4'- 0" MIN. LANDING TO MATCH CURB RAMP LOCATION SHALL BE PLACED WITHIN THE WIDTH OF THE ASSOCIATED CURB RAMP WIDTH - SEE CONTRACT PLANS CROSSWALK, OR AS SHOWN IN THE CONTRACT PLANS. 2. WHERE "GRADE BREAK" IS CALLED OUT, THE ENTIRE LENGTH OF THE GRADE BREAK LANDING GRADE BREAK LANDING BETWEEN THE TWO ADJACENT SURFACE PLANES SHALL BE FLUSH. GRADE BREAK SEE CONTRACT PLANS - CURB RAMP 4' - 0" MIN. CEMENT CONCRETE SIDEWALK - SEE CONTRACT PLANS - SEE NOTE 5 3. DO NOT PLACE GRATINGS, JUNCTION BOXES, ACCESS COVERS, OR OTHER 4' - 0" MIN. PROVIDE SMOOTH APPURTE-NANCES IN FRONT OF THE CURB RAMP OR ON ANY PART OF THE CURB CEMENT CONCRETE TRANSITION TO SIDEWALK RAMP OR LANDING. SIDEWALK -SEE NOTE 5 WIDTH (TYP.) SEE CONTRACT PLANS 4'-0"MIN. 2.0°/ MAX. 4. SEE CONTRACT PLANS FOR THE CURB DESIGN SPECIFIED. SEE STANDARD PLAN FLARE (TYP.) 3/8" EXPANSION F-10.12 FOR CURB, CURB AND GUTTER, DEPRESSED CURB AND GUTTER, AND JOINT (TYP.) -SEE PEDESTRIAN CURB DETAILS. 3/8" EXPANSION CURB RAMP STANDARD PLAN F-30.10 JOINT (TYP.) - SEE V" STANDARD PLAN F-30.10 GRADE 5. SEE STANDARD PLAN F-30.10 FOR CEMENT CONCRETE SIDEWALK DETAILS.SEE BREAK TRANSITION TO SIDEWALK BUFFER, IF CONTRACT PLANS FOR WIDTH AND PLACEMENT OF SIDEWALK. GRADE BREAK PRESENT, OR TO BACK OF CURB (TYP.) - 10.0% SEE CONTRACT PLANS MAX. 10.0% MAX. / b 6. THE BID ITEM "CEMENT CONCRETE CURB RAMP TYPE _" DOES NOT INCLUDE THE i� ADJACENT CURB, CURB AND GUTTER, DEPRESSED CURB AND GUTTER, PEDESTRIAN CURB, OR CURB AND GUTTER - CURB, OR CURB CURB, OR SIDEWALKS. SEE NOTE 4 AND GUTTER - DETECTABLE WARNING SURFACE - SEE NOTE 4 D 7. THE CURB RAMP MAXIMUM RUNNING SLOPE SHALL NOT REQUIRE THE RAMP LENGTH SEE STANDARD PLAN F-45.10 FACE OF CURB TO EXCEED 15 FEET TO AVOID CHASING THE SLOPE INDEFINITELY WHEN FACE OF CURB CONNECTING TO STEEP GRADES. WHEN APPLYING THE 15-FOOT MAX. LENGTH, THE MEASURED PARALLEL DEPRESSED CURB AND GUTTER - RUNNING SLOPE OF THE CURB RAMP SHALL BE AS FLAT AS FEASIBLE. TO CURB (TYP.) CROSSWALK SEE NOTE 4 15'-0" MAX. 4'-0"MIN. 8. CURB RAMP, LANDING, AND FLARES SHALL RECEIVE BROOM FINISH. SEE STANDARD SEE NOTE 7 SEE CONTRACT PLAN SPECIFICATIONS 8-14. GRADE BREAK 9. PEDESTRIAN CURB MAY BE OMITTED IF THE GROUND SURFACE AT THE BACK OF GRADE BREAK THECURB RAMP AND/OR LANDING WILL BE AT THE SAME ELEVATION AS THE CURB a 8.3% MAX. RAMP OR LANDING AND THERE WILL BE NO MATERIAL TO RETAIN. v } MAX. � 2.0 % MAX. LEGEND CURB RAMP EDESTRIAN CURB - LANDING SEE NOTE 9 SLOPE IN EITHER DIRECTION 3/8" EXPANSION JOINT (TYP.) SEE STANDARD PLAN F-30.10 SECTION O SEE STANDARD PLAN F-30.10 "CEMENT CONCRETE CURB RAMP TYPE SECTION PARALLEL B" PAY LIMIT - SEE NOTE 6 O / "CEMENT CONCRETE CURB RAMP TYPE PARALLEL A" PAY LIMIT - SEE NOTE 6 ISOMETRIC VIEW TYPE PARALLEL B PAY LIMIT ISOMETRIC VIEW TYPE PARALLEL A PAY LIMIT PARALLEL CURB RAMP (WSDOT STD. PLAN F - 40.12-03) NOT TO SCALE BCMIN. MAX. CURB RAMP, LANDING, CUT -A 1.60" 2.40" THROUGH OR WALKWAY BD B 0.65" - C 0.45" 0.90" D 0.9" 1.40" BACK OF CURB TRUNCATED DOME SEE NOTE 2 OTRUNCATED E 0.2" 0.2"SECTION DOME SPACINGSEE NOTE 3 SEE STANDARD SPECIFICATIONS FOR COLOR OF SURFACE DETECTABLE WARNING SURFACE (DWS) - SEE NOTE 3 2'-0"MIN. - TYP. OF ALL APPLICATIONS TRUNCATED DOME DETAILS CURB AND GUTTER MATCH TO WIDTH OF CURB RAMP LANDINGCU_THROUGH OR YWALKWAY DETECTABLE WARNING SURFACE DETAIL LANDING CURB RAMP �� WIDTH OF LANDING VAY :2 WALKWAY WALKWAY WALKWAY WIDTH OF CUT - THROUGH (TYP.) °i DETECTABLE WARNING SURFACE (DWS) - SEE NOTE 4 CURB RAMP BACK OF CURB SINGLE DIRECTION CURB RAMP FLARE FLARE 2'-0" (GRADE BREAK BETWEEN CURB AND MIN. LANDING < 5 FT. FROM BACK OF CURB) (SEE NOTE 6) DETECTABLE WARNING DETECTABLE WARNIN( LANDING BACK OF CURB - SURFACE (DWS) - SURFACE (TYP.) - Q I¢ DIRECTION OF SEE NOTE 2 SEE NOTE 3 SEE NOTE 3 TRAVEL WIDTH OF CURB RAMP CURB RAMP m •.�.•• WIDTH WAL AY •�.• WALK m, °i DETECTABLE WA °" SURFACE (DWS) BACK OF CURB - SEE NOTE 2 SINGLE DIRECTION CURB RAMP DETEC- (GRADE BREAK BETWEEN CURB AND SL LANDING > 5 FT. FROM BACK OF CURB) (SEE NOTE 6) CURB RAMP r CURB RAMP WALKWAY , l LANDING -7 1 r WALKWAY BACK OF CURB - SEE NOTE 2 PERPENDICULAR CURB RAMP (SEE NOTE 6) ISLAND CUT -THROUGH WIDTH OF CURB RAMP, DETECTABLE WARNING LANDING, OR WALKWAY SURFACE (TYP.) - 3 SEE NOTE 3 NOTE 3 bAUK UI- UUKb - WIDTH OF CUT -THROUGH (TYP.) - 0" MIN. SEE NOTE 2 MEDIAN CUT -THROUGH Z o Z o v WIDTH OF SHARED- USE PATH OR WALKWAY (TYP.) WIDTH OF CUT -THROUGH SHARED -USE (TYP.) PATH OR WALKWAY ROUNDABOUT SPLITTER ISLAND PAVEMENT SHOULDER DETECTABLE WARNING JI DETECTABLE WARNING _ BACK OF CURB - SURFACE (DWS) -SEE NOTE 3 TH OR WALKWAY SURFACE SEE NOTES (DWS) & 5 SEE NOTE 2 WIDTH OF LANDING PARALLEL CURB RAMP PEDESTRIAN RAILROAD CROSSING SHARED -USE PATH CONNECTION PLACEMENT GUIDELINES SDOT STD. PLAN F - 40.15-02) (SEE NOTE 6) DETECTABLE WARNING SURFACE NOT TO SCALE AS -BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY AHBL ,AND MAY INCLUDE NOTICE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTfRAnoNaFTNISDOaIYENrSHALLNVALDATETNE PROFES90NAL SEAL AND SNp1ATURE PUBLICATION OF AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING TNISDOa11E11TDOESNorOEkOGAIEFRONRESERVED OINERSIIP RNiliS N R THIS DOa11E11T IS FOR USE FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY pLYFORTNEPRo,iCT0E111FIDlITNETiIlEBAa( AND IS NOT TO BE USED FOR REPAR, ROIODEL OR DIRECT SUPERVISION ON THIS DATE: 08/23/2019.A�NTMTMATPRo�craRFaR""1'm�RFaaEcr. zJ JRB - 0" MIN. �yti�, O' J . o wasH�MR, � 5 RAMP REVISION ' 4 STORM DRAINAGE REVISIONS im 3 CITY COMMENTS .� 2 ADDENDUM NO. 3 �1�5o��S�EC 180E ww T A C O M A SEATTLE • SPOKANE TRI-CITIES 1 ADDENDUM NO. 1 SjONAL E� 2215 North 30th Street, Suite 300 Tacoma, WA98403 N0. REVISION /23/2O 1 9253.383.2422 TEL 253.383.2572 FAX %" ahbl.com NEB PLAN VIEW TYPE PERPENDICULAR A DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-45.10 4'- 0" MIN. 15'- 0" MAX.SEE CONTRACT PLANS SEE NOTE 7 SLOPE TREATMENT -SEE STANDARD PLAN F-30.10 GRADE BREAK2.0% MAX8.3 % M=•'s LANDING CURB RAMP SECTION NOTES A CURB RAMP WIDTH 4'- 0" MIN. 1. PROVIDE A SEPARATE CURB RAMP FOR EACH MARKED OR UNMARKED LANDING E MATCH CURB RAMP WIDTH -SEE CONTRACT PLANS CROSSWALK. CURB RAMP LOCATION SHALL BE PLACED WITHIN THE WIDTH OF THE ASSOCIATED CROSSWALK OR AS SHOWN IN THE CONTRACT PLANS. GRADE BREAK 2. WHERE "GRADE BREAK" IS CALLED OUT, THE ENTIRE LENGTH OF THE GRADE Y BREAK BETWEEN THE TWO ADJACENT SURFACE PLANES SHALL BE FLUSH. 2'_ 0" 3. DO NOT PLACE GRATINGS, JUNCTION BOXES, ACCESS COVERS, OR OTHER MIN. SEE CONTRACT PLANS - 4'-0"MIN. APPURTE-NANCES IN FRONT OF THE CURB RAMP OR ON ANY PART OF THE CURB 2.0°/ MAX. RAMP OR LANDING. \ BUFFER WIDTH - MATCH TO CURB RAMP DEPTH (TYP.) 4. SEE THE CONTRACT PLANS FOR THE CURB DESIGN SPECIFIED. SEE STANDARD co 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. C) CEMENT CONCRETE O PEDESTRIAN CURB - 6. THE BID ITEM "CEMENT CONCRETE CURB RAMP TYPE "DOES NOT INCLUDE THE SEE NOTE 4 Q0 ADJACENT CURB, CURB AND GUTTER, DEPRESSED CURB AND GUTTER, DETECTABLE WARNING SURFACE - PEDESTRIAN CURB, OR SIDEWALK. SEE STANDARD PLAN F-45.10 DEPRESSED CURB AND GUTTER 7. THE CURB RAMP MAXIMUM RUNNING SLOPE SHALL NOT REQUIRE THE RAMP CROSSWALK 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 PLAN VIEW SPECIFICATIONS 8-14. TYPE PERPENDICULAR B (SHOWN WITH BUFFER) LEGEND SLOPE IN EITHER DIRECTION GRADE BREAK COUNTER SLOPE - 5.0% MAX. TOP OF ROADWAY DEPRESSED CURB AND GUTTER - SEE STANDARD PLAN F-10.12 CEMENT CONCRETE CURB RAMP "TYPE IMIT - ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT CEMENT CONCRETE PEDESTRIAN CURB - SEE NOTE 4 ISOMETRIC VIEW TYPE PERPENDICULAR B PAY LIMIT PERPENDICULAR CURB RAMP (WSDOT STD. PLAN F - 40.15-03) NOT TO SCALE NOTES 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. WJF 2/22/18 WJF SURVEYED: SCALE: D. FOLLANSBEE AS SHOWN WJF 12/13/17 WJF DESIGNED: G. TAUSCHECK WJF 4/21/17 WJF WJF 3/17/17 WJF DRAWN: F. KATONA ONE INCH WJF 3/1/1 7 WJF CHECKED: W. FIERST AT FULL SCALE IF NOT ONE INCH BY DATE APPR SCALE ACCORDINGLY APPROVED: S. COMFORT CONSTRUCTION RECORD DRAWINGS VERTICAL: NAVD 19M HORIZONTAL: NAD 1983/1991 `lam ��fiy CITY OF + ,.� REN TON llV1 DATUM Planning/Building/Public Works Dept. DETECTABLE WARNING SURFACE SEE STANDARD PLAN F-45.10 DEPRESSED CURB AND GUTTER - SEE NOTE 4 E CURB NOTE4 CURB RADIUS DETAIL APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICT CURB RAMP DETAILS 05/04/2017 FIELDBOOK: PAGE: DRA1AoNG NO: C7.12 SHEET:OF: 42 43 N Q0 C) I Q0 r Q J R-393035 CD M 6) M O I W Y Q m FRAME AND VANED GRATE z 12" OR W HEIGHT TWO #3 BAR HOOPS FOR 112" HEIGHT RECTANGULAR ADJUSTMENT SECTION t� ONE A #3 BAR EACH CORNEF #3 BAR EACH SIDE PRECAST BASE SECTION #3 BAR EACH CORNER 18" MIN #3 BAR HOOP PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCEDOR 12" PLAIN CONCRETE ALL METAL PIPE 15" CPSSP* 12' (STD. SPEC. 9-0520) SOLID WALL PVC 15" (STD. SPEC. 9-05.12(t)) PROFILE WALL PVC 15" (STD. SPEC. 9-05.12(2)) * CORRUGATED POLYETHYLENE STORM SEWER PIPE NOTES 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater than 20". Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. 4. The frame and grate must be installed with the flange down. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. 8. All grade rings and castings shall be set in mortar in accordance with Standard Specification 9-04.3. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION ti Y o STD. PLAN - 200.00 PUBLIC WORKS CATCH BASIN TYPE 1 $ DEPARTMENT MARCH 2O08 CATCH BASIN TYPE 1 (COR STD. PLAN 200.00) NO SCALE 12' CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00) HANDHOLD u Q ? RECTANGULAR ADJUSTMENT SECTION OR CIRCULAR ADJUSTMENT SECTION GROUT, TYPICAL (SEE NOTE 5) FLAT SLAB TOP 4a•, SV, Mr, 7Y", W GR 96" MORTAR (TYP.) STEPS OR LADDER �L Z FILLET N " < REINFORCING STEEL (TYP.) GRAVEL BACKFILL FOR _ . PIPE ZONE BEDDING SEPARATE BASE INTEGRAL BASE CAST -IN -PLACE PRECAST WITH RISER "O" RING GRAVEL BACKFILL FOR 6 � o" PIPE ZONE BEDDING J� SEPARATE BASE PRECAST CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER WALL THICKNESS BASE THICKNESS MAXIMUM KNSIZEOCKOUTBETWEEN MINIMUM DISTANCE KNOCKOUTS BASE REINFORCING STEEL in2/R. IN EACH DIRECTION SEPARATE BASE INTEGRAL BASE 4W 4" 6" 36" 8" 0.23 0.15 se 4.5" 8" 42" 8" 0.19 0.19 60" 5' 8" 48' 8" 0.25 0.25 72" 6" 8" W. 12' 0.35 0.24 84" 8" 12" 72" 12' 0.39 0.29 96" a" 12" 84" 12" 0.39 0.29 NOTES 1. No steps are required when height is 4' or less. 2. The bottom of the precast catch basin may be sloped to facilitate cleaning. 3. The rectangular frame and grate must be installed with the flange down. The frame may be cast into the adjustment section. 4. Knockouts shall have a wall thickness of 2"' minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 5. All grade rings, risers, and castings shall be set in mortar in accordance with Standard Specification 9-04.3. G1 Y O PIPE ALLOWANCES CATCH PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER BASIN DIAMETER CONCRETE ALL METAL CPSSP tD SOLID WALL PVC zQ PROFILE WALL PVC 48" 24" 30" 24" 27" 30" Sc 30" 36" 30" 27" 36" 60" 36' 42" 36" 36" 42" 72" 42" 54" 42" 36" 48" 84" 54' 60" 54" 36" 48" 96" 60' 72" 60" 36" 48" (D Corrugated Polyethylene Storm Sewer Pipe (Std. Spec. 9-05.20) Q (Std. Spec. 9-05.12(1)) C3) (Std. Spec. 9-05.12(2)) ��► PUBLIC WORKS CATCH BASIN TYPE 2 0$ DEPARTMENT STD. PLAN - 201.00 MARCH 2O08 CATCH BASIN TYPE 2 (COR STD. PLAN 201.00) NO SCALE CLEAN SURFACE AND BOTTOM AREA. PROVIDE UNIFORM CONTACT. THE SURFACE AREA OF THE BASE SECTION MUST BE GROUTED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION. FRAME AND VANED GRATE BASE SECTION SEE NOTE 4 NOTES 1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTILTHE FINAL ELEVATION OF THE PAVEMENT, GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO GROUT IN PLACE IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7-05.3. 2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED, 3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT. 4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR Yz BOND. 5. ADJUSTMENT SECTION SHALL BE GROUTED WATERTIGHT TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH NONSHRINK GROUT 6. GROUTING BETWEEN ADJUSTMENT SECTION SHALL BE WATER TIGHT. 7. GROUT IS TO BE NON -SHRINK TYPE GROUT MEETING THE REQUIREMENTS OF ASTM 1157 PER APWA STANDARD SPECIFICATION 9-20.3 FOR MAXIMUM PERCENT DRY SHRINKAGE. THE MINIMUM COMPRESSIVE STRENGTH SHALL BE 4,000 PSI AT 7 DAY PER APWA STANDARD SPECIFICATION 9-20.3 8. PICK ! LIFTING HOLES ARE TO BE GROUTED WATER TIGHT. STD. PLAN - 202.00 PUBLIC WORKS CATC1-1 BASIL UNSTALL.ATI DEPARTMENT - MARCH 2O08 CATCH BASIN INSTALLATION (COR STD. PLAN 202.00) NO SCALE 29 114" BOLT -DOWN HOLE (TYP.) -SW-11 NC, SEE DETAIL 8 NOTE 2 O TOP SECTION A RECESSED ALLEN HEAD CAP SCREW 7/8" 1/81, ` -1t NCx2" A4" GRATE 0/z NzV y a 1 5/8" FRIME VIVA "v M z trr SECTION BOLT -DOWN DETAIL DETAIL SEE NOTE z NOTES 1. This frame is designed to accommodate 20" x 24" grates or covers z. Provide two holes in the frame that are vertically aligned with t he grate or cover slots. Tap each hole to accept a 5/8" - 11 NC x 2" allen head cap screw. Location of bolt down holes varies among different manufacturers. 3. Refer to Standard Specification 9-05.15(2) for additional requirements. ISOMETRIC VIEW ti�Y o PUBLIC WORKS RECTANGULAR FRAME STD. PLAN - 204.00 DEPARTMENT MARCH 2O08 RECTANGULAR FRAME (COR STD. PLAN 204.00) NO SCALE APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS SDCB 22 DETAIL 5 NO SCALE BY: DATE: BY: DATE: BY: DATE: BY: DATE: � CONSTRUCTION RECORD DRAWINGS J• F ��,�'� of WASft't �' , - AS -BUILT �� ao 5 RAMP REVISION WJF 2/22/18 WJF SURVEYED: SCALE: VERTICAL: NAVD 19W DATE: D. FOLLANSBEE HORIZONTAL: HAD 19B3/1991 �� CITY OF S A R T O R I E LE ME N T A R Y SCHOOL 05/04/2017 AS SHOWN I CERTIFY THAT THE INFORMATION SHOWN HEREON 4 STORM DRAINAGE REVISIONS WJF 12/13/17 WJF DESIGNED: t,�a G. TAUSCHECK + + FIELDBOOK: WHICH WAS AS -BUILT BY AHBL , AND MAY INCLUDE 3 CITY COMMENTS WJF 4/21/17 WJF .� R E N T O N SCHOOL DISTRICT S T R I C T NOTICE •If& RENT 0 N PAGE: LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERATION �TM�s9SIaTSHULNVALDATE F ``ff 2 ADDENDUM NO. 3 WJF 3/17/17 WJF °R'"'"` ��'N�O PROFESSIONAL SEAL ,� SN;11AlURE PUBLICATION OF � �T:. F. KATONA DRAWING N0: AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING TMIS� TDOESNOTOEROUTErxarRESERvm .P 41803 w� D"E INCH DATUM STORM DRAINAGE NOTES 1:i aK TMEWO PROE�f.THISDOMTME¶SiFOR USEFE C �� �EGISTER�� 1y� TAC0MA•SEATTLE•SPOKANE•TRI-CITIES 1 ADDENDUM NO. 1 WJF 3/1/17 WJF CHECKED: pT FULL SCALE Planning/Building/Public Works Dept. C7" 3 ME, FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY AND �oOTTOBEEaSEDFORa�iAIKREMRERVRacr. �SSIONAL E��l W. FIERST E ACCORDINGLY EIH p W DIRECT SUPERVISION ON THIS DATE: 08/23/2019. 2215Noth3othstreet,suite3oo Tacoma, WA NO. REVISION BY DATE APPR APPROVED: AND DETAILS IV SHEET: OF: J /23/201 9253.383.2422 TEL 253.383.2572 FAX www.ahbl.com NEB S. COMFORT 43 43 TN CT) C) 1 Q0 Q J R-393036 \` BOLT -DOWN SL( j DETAILANDNOI 2 1/2' �O A J �ODODO � 0 0 O�ODODO O�O�D�O�O O O O O O e TOP 4 3/4" 1 112" N =-7- NOTE SECTION 1 A 1 5" 3 1/2" 1 3l4" 3l4' 4 3/4" DIAM. HOLE 1 1/4' 10 DIAM. HANDLE SECTION CO 1 SOLT4DOWN SLOT DETAIL SEE NOTE 1 SECTION0. NOTES 1 Provide two slots in the cover that are vertically aligned with the holes in the frame.Location of bolt -down slots varies among different manufacturers. 2. Alternative reinforcing designs are acceptable in lieu of the rib design. 3. Refer to Standard Specification 9-05.15(2) for additional requirements 4. For Frame details, see City of Renton Standard Plan 204.00. ISOMETRIC ~�Y o STD. PLAN — 204.10 PUBLIC WORKS RECTANGULAR SOLID DEPARTMENT METAL COVER MARCH 2O08 RECTANGULAR SOLID METAL COVER (COR STD. PLAN 204.10) NO SCALE LEGAL DESCRIPTION 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. AS -BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY AHBL ,AND MAY INCLUDE NOTICE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERA710NaFTHIS DOQIYENrSHALLNVAlIDA1ETIE PROFES90NAL SEAL AND SIGNATURE PUBLICATION OF AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING THIS DOCI11E11TDOES NOT OEROGATEfRpIRESERVED OINEIIP WITS IN R THIS DOCUIENT IS FOR USE FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY �YFOR THE PROJECT DENTIREDNTHE nTLEBLoac AND IS NOT TO BE USED FOR REPAIR, REMODEL OR DIRECT SUPERVISION ON THIS DATE: 08/23/2019. ADORIDNTOTNArPRaECTaRFaRANroTNQtPRo�Ecr. W aLd >'rt'o J �� by � of wasgr� -•u _ 1Arr �t,803 �EGI STE0�SSIONAL w Q Z Z 0 LL O O DUTFALL TO STREAM TOP NOTES 1. Provide two slots in the grate that are vertically aligned with the holes in the frame Location of bolt -down slots varies among different manufacturers. 2. Refer to Standard Specification 9-05.15(2) for additional requirements. 3. The thickness of the grate shall not exceed 1 5/8". 4. Unless otherwise specified, vaned grates shall be used with standard frame in the travel way, gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs. ISOMETRIC SLOT - SEE DETAIL AND NOTE 1 3/8" (9mm) RECESSED LETTERING BOLT -DOWN SLOT DETAIL SEE NOTE 1 ~�Y o STD. PLAN — 204.40 PUBLIC WORKS RECTANGULAR DEPARTMENT HERRINGBONE GRATE MARCH 2O08 RECTANGULAR HERRINGBONE GRATE (COR STD. PLAN 204.40) NO SCALE -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 _ 5 [ 4 3 2 If& T A C O M A' SEATTLE • SPOKANE •TRI-CITIES 1 2215 North 30th Street, Suite 300 Tacoma, WA 98403 N 0 19253.383.2422 TEL 253.383.2572 FAX www.ahbl.com NEB RAMP REVISION STORM DRAINAGE REVISIONS CITY COMMENTS ADDENDUM NO. 3 ADDENDUM NO. 1 REVISION 1/2" [13mm] LETTERING BOLTHOLES-3 PLCS EQUALLY SPACED 120' DRpI O APART ON231/16"(586mm)DIA B.C. T J F9 q 3 RENTON AHEAD OF THE CURVE DRAIN (1)1' (25mm) DIA PICKHOLE 1 1/4' [32mm] LETTERING PLAN VIEW 25" DIA. [635mm] 1" [25mm] [19mm] F 63/4' 21/2" [22�m1 [64mm] TYP COVER SECTION VIEW 26 1/2" DIA _ [673mm] 25 114" DIA _ [641mm] 1 1/16"m [27mm] 1/4' (Bmm) DIA NEOPRENE GASKET 6" [152m] 5/8" 23 3W DIA CL OPEN [16mm] [594mm] 275/16" DIA [694mm1 34 1/8" DIA [867mm] FRAME SECTION VIEW COVER BOTTOM VIEW (3) BLT SOC. (ALLEN HEAD) 5A3"-11 x 1.5 ss RUBBER WASHER EON BOLTING DETAIL [Bmm] 1 1/16" [27mm] [3mm] 1/8" [R3mm] GASKET GROOVE DETAIL NOTES ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRONWORKS INC. No. 3717C1 OR APPROVED EQUAL. ti�Y,o STD. PLAN — 204.50 PUBLIC WORKS STORM ROUND FRAME AND COVER DEPARTMENT MARCH 2O08 STORM ROUND FRAME AND COVER (COR STD. PLAN 204.50) NO SCALE #6 BARS T SPACING 20 x 24", 24" DIAM., 48" DIAM. OR 54" DIAM. HOLE 12 �J TL 1" MIN. 2 1/2" MAX. 84" or 96" FLAT SLAB TOP 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°55102" 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°43155" WEST A DISTANCE OF 45.08 FEET TO THE SOUTH LINE OF SAID LOT; THENCE NORTH 89°06144" 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. WJF 2/22/18 WJF SURVEYED: D. FOLLANSBEE WJF 12/13/17 WJF DESIGNED: G. TAUSCHECK WJF 4/21/17 WJF WJF 3/17/17 WJF DRAWN: F. KATONA WJF 3/1/17 WJF CHECKED: W. FIERST BY DATE APPR APPROVED: S. COMFORT #5 BARS @ 6" SPACING 2D" x 24", 24" DIAM., 48" DIAM. OR 54" DIAM. HOLE 2' (7` mU 1" MIN. 2 1/2" MAX. 72" FLAT SLAB TOP #4 BARS @ 6" SPACING 20" x 24" OR 24" DIAM. HOLE [.._ 2" (TYP.) 1" MIN. 2 112" MAX. 48", 54", or 60" FLAT SLAB TOP TYPICAL ORIENTATION FOR ACCESS AND STEPS 21 I TA VA Z X 1. 48" MIN. I .. ECCENTRIC CONE SECTION R 12" \k— ONE #3 BAR HOOP FOR 6" 1 TWO #3 BAR HOOPS FOR 12"� RECTANGULAR ADJUSTMENT SECTION 1.0 As an acceptable alternative to rebar, Wire mesh having a minimum area of 0.12 square inches per foot may be used for adjustment sections. /Y 0 , 12" (TYP.) v 6" tr 12" PREFABRICATED LADDER 12" MIN. rn STEP 34' Ty <�>ONE #3 BAR HOOP 4" "I " �S+ CIRCULAR ADJUSTMENT SECTION `''�► PUBLIC WORKS MISCELLANEOUS DETAILS FOR •P!!DEPARTMENT DRAINAGE STRUCTURES MISCELLANEOUS DETAILS FOR DRAINAGE STRUCTURES (COR STD. PLAN 204.60) NO SCALE CONSTRUCTION RECORD DRAWINGS SCALE: VERTIAAVAS SHOWN HORIZONTAL`" NAD U 983/111991 6� pal +�,� , CITY OF RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY STD. PLAN — 204.60 MARCH 2O08 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICT STORM DRAINAGE NOTES AND DETAILS V 05/04/2017 PAGE: DRAWING NO: C7.14 SHEET: 4OF: 4 43 CV CD O R-393037 —S-- SCALE: 1 "=40'-0" 0' 20' 40' 80' 160' TREE RETENTION NOTES: THE TREE RETENTION / INVENTORY PLAN IS BASED ON THE ARBORIST REPORT PREPARED BY WASHINGTON FORESTRY CONSULTANTS, INC., DATED JULY 28, 2016, REVISED DECEMBER 12, 2016. 2. PER THE ARBORIST'S REPORT, (41) EXISTING SIGNIFICANT TREES WITHIN THE PROJECT LIMITS INCLUDE: 0 LANDMARK TREES 11 SIGNIFICANT TREES WITHIN THE ROW 30 SIGNIFICANT TREES ON -SITE 3. SEE ARBORIST'S EXISTING TREE INVENTORY AND ASSESSMENT TABLE. 4. SEE CIVIL GRADING PLANS FOR TREE PROTECTION FENCING. ALL TREE RETENTION, PROTECTION AND CLEARING ACTIVITIES SHALL BE IN ACCORDANCE WITH RENTON MUNICIPAL CODE (RMC) 44130 TREE RETENTION AND LAND CLEARING REGULATIONS. 5. PRIOR TO DEVELOPMENT ACTIVITIES, THE CONTRACTOR SHALL PROVIDE TREE PROTECTION MEASURES IN ACCORDANCE WITH RMC 4 4 130H FOR ALL EXISTING TREES SHOWN TO BE SAVED. 6. A CERTIFIED ARBORIST OR LANDSCAPE ARCHITECT SHALL MONITOR THE CONSTRUCTION ACTIVITIES THAT ARE NECESSARY WITHIN THE TREE DRIPLINES. 7. 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. R-393038 RECORD DRAWING THE INFORMATION ON THIS DRAWING INDICATES CHANGES MADE TO THE CONSTRUCTION DOCUMENTS AS RECORDED BY THE CONTRACTOR AND TRANSFERRED TO THE REPRODUCIBLE DRAWINGS BY THE ARCHITECT. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR RELIABILITY OF THE INFORMATION PROVIDED. ® o m Cl Ljj m w I'�NNI'9',II� N to Q f 5 V W I W a u L.L. g w Z � /\ aQ O O Ja 1111711111 L O i Date: Job No.: Drawn By: 10/16/19 21607.00 NIL Checked by: NH Revisions # Date Description OVERALL TREE RETENTION / INVENTORY PLAN LOOO RECORD DRAWING 3 W--4--14 MATCHLINE - REFER TO SHEET L003 SCALE:1 "=20'-0" 0' 10' 20' 40' 80' LEGEND SYMBOL QTY DESCRIPTION -I- — _ 4 R.O.W. SIGNIFICANT TREE TO BE RETAINED 1 ON -SITE SIGNIFICANT TREE a . I TO BE RETAINED I I I 7 R.O.W. SIGNIFICANT TREE TO BE REMOVED I I 29 ON -SITE SIGNIFICANT TREE II TO BE REMOVED I I PROPERTY BOUNDARY EXISTING TREE DRIP LINE PER SURVEY / BY AHBL, DATED FEB. 2016 I v I I 0 DRIP LINE PER SURVEY / BY AHBL, DATED FEB. 2016 I I I I I I I it I I I I I I I �I it 01 I M I I I ZI 0 DI <I I MI ZI I I I I I, I I — I ,n dPf ra I I I I I I I I I I I I I I II I I I ov- WA o P P Ngcti R-393039 ��p ,S3 EXP.41�1�0\ RECORD DRAWING THE INFORMATION ON THIS DRAWING INDICATES CHANGES MADE TO THE CONSTRUCTION DOCUMENTS AS RECORDED BY THE CONTRACTOR AND TRANSFERRED TO THE REPRODUCIBLE DRAWINGS BY THE ARCHITECT. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR RELIABILITY OF THE INFORMATION PROVIDED. N Z ®wCl orn Ljj m w '�NNI'9',II� N to Q W V) w = a u L.L. g w � z� aQ O }i O L J V o m }i Cn Q Q 0 0 O ♦■■� O s a� z (n Q> > _ a a W O ._ Oul) L M Cn Date: 10/16/19 Job No.: 21607.00 Drawn By: NL Checked by: NH Revisions # Date Description TREE RETENTION / INVENTORY PLAN - NORTH L001 RECORD DRAWING MATCHLINE - REFER TO SHEET L002 e-* o _ I -W-} I SCALE: 1 "=20'-0" NOR 0' 10' 20' 40' 80' LEGEND SYMBOL QTY DESCRIPTION (@ 4 R.O.W. SIGNIFICANT TREE TO BE RETAINED 1 ON —SITE SIGNIFICANT TREE TO BE RETAINED 7 R.O.W. SIGNIFICANT TREE TO BE REMOVED 29 ON —SITE SIGNIFICANT TREE TO BE REMOVED ----••� PROPERTY BOUNDARY EXISTING TREE / DRIP LINE PER SURVEY / BY AHBL, DATED FEB. 2016 v \ DRIP LINE PER SURVEY / BY AHBL, DATED FEB. 2016 �OV: s PS,y�� G�o\,P /Yl RECORD DRAWING THE INFORMATION ON THIS DRAWING INDICATES CHANGES MADE TO THE CONSTRUCTION DOCUMENTS AS RECORDED BY THE CONTRACTOR AND TRANSFERRED TO THE REPRODUCIBLE DRAWINGS BY THE ARCHITECT. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR RELIABILITY OF THE INFORMATION PROVIDED. O }i O L00 J O Cn m Q Q 0 O O Ja z C > _ a a W O ._ Oul) L M Cn Date: 10/16/19 Job No.: 21607.00 Drawn By: NL Checked by: NH Revisions # Date Description TREE RETENTION / INVENTORY PLAN - SOUTH R-393040 2� I I V otio �i\S3 EXP.411�\� a� RECORD DRAWING L002 Print Form Reset Form Save Form DEPARTMENT OF COMMUNITY �Rent011 O AND ECONOMIC DEVELOPMENT TREE RETENTION WORKSHEET Planning Division 1055 South Grady Way -Renton, WA 98057 Phone: 425-430-7200 1 www.rentonwa.gov 1. Total number of trees over 6" diameter', or alder or cottonwood trees at least 8" in diameter on project site 41 trees 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dangerouS2 6 trees Trees in proposed public streets 11 trees Trees in proposed private access easements/tracts trees Trees in critical areaS3 and buffers trees Total number of excluded trees: 17 trees 3. Subtract line 2 from line 1: 24 trees 4. Next, to determine the number of trees that must be retained, multiply line 3 by: 0.3 in zones RC, R-1, R-4, R-6 or R-8 0.2 in all other residential zones 0.1 in all commercial and industrial zones 7 trees 5. List the number of 6" in diameter, or alder or cottonwood trees over 8" in diameter that you are proposing-5 to retain 4: 1 trees 6. Subtract line 5 from line 4 for trees to be replaced: (if line 6 is zero or less, stop here. No replacement trees are required) 6 trees 7. Multiply line 6 by 12" for number of required replacement inches: 72 inches 8. Proposed size of trees to meet additional planting requirement: (Minimum 2" caliper trees required for replacement, otherwise enter 0) 2 inches per tree 9. Divide line 7 byline 8 for number of replacement treess: (If remainder is .5 or greater, round up to the next whole number) 36 trees 1 Measured at 4.5' above grade. 2 A tree certified, in a written report, as dead, terminally diseased, damaged, or otherwise dangerous to persons or property by a licensed landscape architect, or certified arborist, and approved by the City. 3 Critical areas, such as wetlands, streams, floodplains and protected slopes, are defined in RMC 4-3-050. 4 Count only those trees to be retained outside of critical areas and buffers. 5 The City may require modification of the tree retention plan to ensure retention of the maximum number of trees per RMC 4-4-1301-17a. 6 When the required number of protected trees cannot be retained, replacement trees, with at least a two-inch (2") caliper or an evergreen at least six feet (6') tall, shall be planted. See RMC 4-4-130.H.1.e.(ii) for prohibited types of replacement trees. 1 H:\CED\Data\Forms-Templates\Self-Help Handouts\Planning\Tree Retention Worksheet.docx -ED _ LY TREE PROTECTION DETAIL TREE PROTECTION NOTES: 08/2015 =:ori School ton School District Tree Assessme - F July, 2016 Potential to have - aced 0nIy on 'free Mil =:A .Foot Iealth 0-1, P ro—11 Zone -- Species DB11 (in) C'Ondifion Yes or No - = (f't) No#e% Ott;`:" - C'allcnf year $ Fail' 's .._ �1alleIi • pear J Fail, Yes --- - 1t$:i Y te - E: to •Fraser 1. 1 S_= L =_ : - - I'4,. Q S - I; i ;= _ _ Fee - :Apple 8 Fair 'fees C~allery{ peat' 8 Fair yes_- - C-'allery pear 7 Fair Yes Flowcring plum 14 Fair Yes C allery pear 9 F 11• Yes f f 6 Good Yes F rist�r fir 6 Good Yes Dwarf Alberta splice 8 Goods €- :: j-- I _-.. -C c c L - Dwarf Alberta spruce 8 Good Yes cc Under crown of i' - Dkva>rf Alberta spruce 8 Poor Yes _' = I _��� � `rye Wee I ng 110wering cherry 9 Fail' Yes %Nre in Iloweringy cherry 9 Fair'fees t L e•free anst-� - __- �"": 1 _ -�'ee 5 stems I' low+L�'I elierl 6 #a 8 Fair `�cs _ [ : - - iQ Tee 4 Flowering cherry 4A Poor No - _ Flowering CrII1i; cherry 7.8.7 Fair Yes. Flowering cherry 66 Poor No i i• [ �- _-ree = Flowering cherry 4,6.2.4 Very poor Yes -_== I: lt)N%,ct'ing cheny - 6 Fair ' es Igo lielas-fir 16 'fiery good Yes C al lery pear 8 poor Yes = t,, ::L _ate ciff clt--- --- ] zolle S_ Greenash Cirt-)od Yes irc:en ash 1 1 Good Yes _ - C'c�loraclo blue spruce 18 '`air -Yes Green ash ] l good 'des C 7Wne CL&i zone S.-� ;-- .-- -:--- _ -eL:a ash Good Yes - 1.::::._ .._ -- Tee -._--Apple 5.5 Fair `des_ C'he"y+ 2$ Fair Yes lltnc>~ki c ress 8,�1 'pair 'cs� I; -=1-t,.0 1. .:. x.. = fee Tree }TnL Colorado 1. lu;: s 18 Fair Yes Sp ICE 12 Poor No - Peach 8 Fair Yes I nallsh walnut 10 Farr des _CIE.- "3`l�r�� ree NYC _ I . IIinoki cypress 13;15 i'ati' `des - :\rborvilae 12 Fair Yes �rhdrtiit 7.4.4 Fair Yes06. = 1i'hor�rita► d,4 Fair' I. ~ tir vi-vitac 9 Fail' i c eping Al4aSka-vc'11m-, "dar 6 Good Port Orford cedar 2[7 Flli'.Ly 1. A 6-FOOT HIGH TEMPORARY CHAIN LINK FENCE MUST BE PLACED WHERE SHOWN ON PLANS A MINIMUM OF FOUR BUSINESS DAYS PRIOR TO THE COMMENCEMENT OF WORK OR SITE DEMOLITION. VERIFY LOCATIONS WITH CIVIL. NOTIFY THE CLEARING AND GRADING INSPECTOR TO GET BOTH THE INSPECTION AND WRITTEN APPROVAL OF FLAGGED TREES AND TEMPORARY PROTECTION FENCING AROUND TREES TO BE SAVED PER THE APPROVED PLANS. 2. NO STOCKPILING OF MATERIAL AND NO VEHICULAR TRAFFIC ARE ALLOWED WITHIN THE LIMITS OF THE TEMPORARY FENCING. LIMIT INTRUSION INTO TREE DRIP ZONES WHEN POSSIBLE. FILLING, EXCAVATING, AND CLEARING WITHIN FENCED AREAS MUST BE ACCOMPLISHED BY HAND METHODS ONLY. 3. ROOTS OF TREES TO BE SAVED WHICH ARE DAMAGED DURING CONSTRUCTION WILL BE TREATED IN THE FOLLOWING WAY: FOR DAMAGED ROOTS OVER 1" IN DIAMETER, MAKE A CLEAN, STRAIGHT CUT TO REMOVE THE DAMAGED PORTION OF THE ROOT. ALL EXPOSED ROOTS WILL BE TEMPORARILY COVERED WITH DAMP BURLAP OR WOOD SHAVING TO PREVENT DRYING AND COVERED WITH EARTH AS SOON AS POSSIBLE. 4. PER RMC 4-4-130-H.9.f, ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A MINIMUM OF THREE INCHES (3") OF BARK MULCH PRIOR TO INSTALLATION OF THE PROTECTIVE FENCING. RESTRICTIONS: TREES TO BE PRESERVED SHALL BE DESIGNATED IN ACCORDANCE WITH APPROVED TREE PRESERVATION PLAN ON FILE WITH THE CITY OF RENTON. DESIGNATED TREES WHICH ARE DAMAGED OR DESTROYED SHALL BE REPLACED IN ACCORDANCE WITH RMC 4-4-130 TREE RETENTION AND LAND CLEARING REGULATIONS, OR AS HEREAFTER AMENDED. R-393041 RECORD DRAWING THE INFORMATION ON THIS DRAWING INDICATES CHANGES MADE TO THE CONSTRUCTION DOCUMENTS AS RECORDED BY THE CONTRACTOR AND TRANSFERRED TO THE REPRODUCIBLE DRAWINGS BY THE ARCHITECT. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR RELIABILITY OF THE INFORMATION PROVIDED. -b-0 O '0 Ja ti o L �--i a tJ� Cl) Q Q i O }+ W O i z a� Cn 9 _ Q a W O0 ._ u7 L M Cn Date: 10/16/19 Job No.: 21607.00 Drawn By: NL Checked by: NH Revisions # Date Description TREE RETENTION SCHEDULES AND DETAIL L003 RECORD DRAWING uI u u 11 S — — -� - =S �LJ 1 O NORTH 3RD S II IIII .�. I V VI \ 1 1 1 -Till V 1 1 \LL 1 /-\' N SCALE:1 "=40'-0" 0' 20' 40' 80' 160' GENERAL NOTES 1.) DO NOT SCALE DRAWINGS. 2.) REFER TO CIVIL DRAWINGS FOR GRADING, UTILITY AND LAYOUT INFORMATION FOR ALL VEHICULAR AREAS. 3.) REFER TO ARCHITECTURAL FOR BUILDING GRID LAYOUT INFORMATION. 4.) VERIFY LOCATION OF ALL OVERHEAD AND UNDERGROUND UTILITIES BEFORE BEGINNING WORK. 5.) NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND IN PLANS OR DEVIATIONS FROM DOCUMENTED ON —SITE CONDITIONS. FAILURE TO NOTIFY THE ARCHITECT IN A TIMELY MANNER AS SPECIFIED SHALL RESULT IN CONTRACTOR TAKING RESPONSIBILITY FOR ANY AND ALL REMEDIAL MEASURES REQUIRED. 6.) STRING DIMENSIONS OF SITE IMPROVEMENTS ARE FROM FACE OF BUILDING WALL, GRID LINE, PROPERTY LINE OR BACK OF CURB ON PLAN. R-393042 RECORD DRAWING THE INFORMATION ON THIS DRAWING INDICATES CHANGES MADE TO THE CONSTRUCTION DOCUMENTS AS RECORDED BY THE CONTRACTOR AND TRANSFERRED TO THE REPRODUCIBLE DRAWINGS BY THE ARCHITECT. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR RELIABILITY OF THE INFORMATION PROVIDED. m *� ' L Z�„e ® o m Ljj w m w I'�NNI'9',II� N to Q f 5 V W I w = a� L.L. g w Z u /\ aQ In1 L O i Date: Job No.: Drawn By: ti LO O 00 m O Z CD a' LO M 10/16/19 21607.00 NIL Checked by: NH Revisions # Date Description OVERALL LANDSCAPE PLAN Ll 00 RECORD DRAWING N SCALE: 1 "=20'-0" NORTH 4TH STREET °' 10' 20' 40' $°' II I O I _ � I SITE IMPROVEMENTS LEGEND $T ;�M "� wr WCi SYMBOL ITEM DESCRIPTION PA — — - - _ CONCRETE WALLS/ SEE SPECIFICATIONS A A PA T PA - _ -- - SEATWALLS AND DETAILS d I -40 -403 0 — I I °I I • • • • BIKE RACKS SEE SPECIFICATIONS D � � ° � '� � PA I AND DETAILS -400 ®c? a I PA iV g o< • TRASH SEE SPECIFICATIONS F { A ® Z ■ �p O FIRE LANE NO ARKING 0 ®� — d' RECEPTACLE -400 d d W �— W — FILTERRA, SEE CIVIL FILTERRA, SEE C IL ®� p U) LJ ~ o V � z� w d o FLAG POLE SEE SPECIFICATIONS D - ® r j z N w ° AND DETAILS -404 WOE �\ OUW�= .. - d ° U Z O O DECORATIVE SEE ELECTRICAL JNIMVdON 3NV132113 JNIHbV N 3NVl3ald PARKING3STALLS N � COLUMNAR LED I d v Ip I�I �_ FILTERRA, _— o N II4. o < ° SEE CIVIL REDESSEDTINGBENCH SEE ELECTRICAL 4 LN Z {I -� ° m Q� O @ZW _ 6 v m POLE MOUNTED SEE ELECTRICAL Z a- w !i d P p F- a W LIGHT FIXTURE n o 0 0 mD oQ oi-O ijll _°- �Oc> WALL MOUNTED SEE ELECTRICAL LIGHT FIXTURE O a ° nW a' ------ — —x--x--x— NEW 6' HT. SEE PLAN FOR HEIGHT. A I — — — CHAIN LINK SEE SPECIFICATIONS -40 FIRE LANE - NO PARKING a FENCE AND DETAILS C EXISTING SE R MANHOLE TT II ■ a L404 M N II CON STEPS d NEW 8' HT. METAL SEE PLAN FOR LOCATIONS. A o LOUVERED FENCE SEE SPECIFICATIONS -40 I AND DETAILS. 29'-0" 29'-0" 29'-0" 29'-0, PA ONI)*JVd ON 3NVl 3dJ 6 29'-0" Vl Sal 71!EXPANSION JOINT a: ° ° I' ° d'I d �D0000000 0000000000000000000 00000000000 � AN R I L ° YP. a d ° 0 E SPACE — PA PLANTING AREA G a d ° � C PA A'tD— 1•T•1 L404 4 o HD PA 0 ENI I d . a _ SCORED CONCRETE SEE PLAN FOR LAYOUT. 1 W REE GRATE (x6) o PAVING SEE CIVIL FOR w EE SP CATIONS SPECIFICATIONS AND - _ --- �— — d d A AT N DETAILS. Z PA a I � I 6 HT C AlLINK ENCE, C ^�° 8 CHAINLINK _ �- 0 400 a I. a tll M H F BRIC L405 L405 O FENCE L L L SAFFEBTY SURFACING LOCATIONS. FOR A L T — BI E R(3 4 0 °.I a _ SPECIFICATIONS AND -40 a d d TRASH REC PTAC E FIELD LOCATE F DETAILS. TO AVOID ONFLI T WITH GATE L404 —c STABILIGRID SEE PLAN FOR A iv ° ~' I a _ d 6' HT CHAINLINK ENCE, 1" MESH A A 6' HT CHAINLINK FENCE, LOCATIONS. SEE -40 " L405 L405 2" MESH FABRIC SPECIFICATIONS AND 1 'd CONCRETE C DETAILS. y d G � la-= I/1111 •5' ° z1 ° SEAT PODS X3) L402 . I I d g 1'-6" C01 F ° a CHERR BLAST' B GATE SCHEDULE L403 MOW TRIP CO LLL SAFETY URFACING 402 GATE QTY. ITEM DESCRIPTION LLLLLLLLL a v v _ _ o x A 1 CHAIN LINK SEE SPECIFICATIONS N I�a. I LLLLLLLLL z g � L L L L L L a z SLIDING GATE AND DETAIL 4 W w B FLUSH CON RE ° o �;' LLL LLL L 'EXPLORER DOME o � , -405 Z _ L402 URB �� LLL LL L4 1 _ � � � m 1 MESH FABRIC 6 HT., 20 WIDE, o a LLL L Z a o �I — . — ' LLL LL ° z o 2 B 1 CHAIN LINK SEE SPECIFICATIONS B �I LL LL LL z D _� - - SLIDING ATE AND DETAIL -405 I G O I o c LLL LL a �� D M 2° MESH FABRIC 6' HT., 20' WIDE � Z — — AI cn g OPS OTCH a ° 1 L L L L L � D r E STABILIGRID LLL LLL LL m 404 I ° LLLLLLLL C CURB AT a — — - o == P cF " C 5 STEEL LOUVERED SEE SPECIFICATIONS a I LLLLL L405 CHAINLINK i o Z SWING GATE AND DETAIL D A dd ° FENCE v z 8' HT., 10' WIDE L403 AT WALE I a '. a ■ p co CZ DOUBLE LEAF -405 .. .d I d. d d m ------- a D 1 LOUVERED SPECIFICATIONS TETH BALL ) SLIDING GATE �I d I °d d E x2 C � STEEL LOUVER SEE ® L400 Z AND DETAIL E T1 _ -405 d I ° a. :d . °¢ y N O CANTILEVERED IDSLIDING S L d al �Ww d. OVERHANG EDGE of Lp I A I °a ° 'CARAMEL CO N' g ® D BUILD NG ABOVE _ I a I SAFETY SURF CING L4 2 c� O LLL L �\ z a o I MATCHLINE - REFER TO SHEET L102 R-393043 C 0 N N O O v O CM/) l > > O 2 W „ X V Z ¢ ¢ LL IL Y Q O — p rn w� 1 Uv = W jLmol Z ■ F O — Oa (n W J O W �r RECORD DRAWING THE INFORMATION ON THIS DRAWING INDICATES CHANGES MADE TO THE CONSTRUCTION DOCUMENTS AS RECORDED BY THE CONTRACTOR AND TRANSFERRED TO THE REPRODUCIBLE DRAWINGS BY THE ARCHITECT. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR RELIABILITY OF THE INFORMATION PROVIDED. }i O }i O j 0 E C/) a W O }� ■_ L p Cn ti LO 0 co Cn r— Z G� M Date: 10/16/19 Job No.: 21607.00 Drawn By: NL Checked by: NH Revisions # Date Description OVERALL LANDSCAPE PLAN Ll 01 RECORD DRAWING E STABILIGRID 404 B 1'-6" CONC L403 MOW STRIP �O U N o U) U� J = ©Do c� z d 0 T— U~O I U Z READER BOARD )Q l r-- J L J I SIGNAGE WITH METAL BENCH 3I M N 0 MATCHLINE - REFER TO SHEET L101 TRASH REC FI LIDLOCAT TAC�E TO A D OID 404 CH TYPE 'C' z - cn w U = W O8 d >—- ��--- NORTH 3RD STREET MATCHLINE - REFER TO SHEET L102 EUw2 LLI —S — — - H 01 - "0 - -G— ► � I (4) SALVAGED METAL BENCHES, FURNISHE BY OWNE , INSTALLE BY CONTRAC OR, SEE SPEC�FICATIOI\ > U Z a� �Qw0 wzrycn Li < Cf) �(IfzQ Q LLJ ODUO] W [If Of Z O U �O J Z Z_ 00 Q U X J � Qw — OPi: 4 L C SCALE: 1 "=20'-0" N 0' 10' 20' 40' 80' SITE IMPROVEMENTS LEGEND SYMBOL ITEM DESCRIPTION CONCRETE WALLS/ SEE SPECIFICATIONS A A SEATWALLS AND DETAILS -40 -403 . ' . ' BIKE RACKS SEE SPECIFICATIONS D AND DETAILS -400 o TRASH SEE SPECIFICATIONS F RECEPTACLE -400 O FLAG POLE SEE SPECIFICATIONS D AND DETAILS -404 DECORATIVE COLUMNAR LED RECESSED BENCH LED LIGHTING POLE MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE - NEW 6' HT. CHAIN LINK FENCE -� NEW 8' HT. METAL LOUVERED FENCE I�:I7P►liy[�P►t11i71��� PA PLANTING AREA SCORED CONCRETE PAVING L L - RUBBER TILE L L L L I I I I I SAFETY SURFACING STABILIGRID GATE SCHEDULE SEE ELECTRICAL SEE ELECTRICAL SEE ELECTRICAL SEE ELECTRICAL SEE PLAN FOR HEIGHT. SEE SPECIFICATIONS -40 AND DETAILS SEE PLAN FOR LOCATIONS. A SEE SPECIFICATIONS -40 AND DETAILS. SEE PLAN FOR LAYOUT. SEE CIVIL FOR SPECIFICATIONS AND DETAILS. SEE PLAN FOR A LOCATIONS. SEE SPECIFICATIONS AND -40 DETAILS. SEE PLAN FOR A LOCATIONS. SEE -40 SPECIFICATIONS AND DETAILS. GATE QTY. ITEM DESCRIPTION A 1 CHAIN LINK SEE SPECIFICATIONS B SLIDING GATE AND DETAIL -405 1" MESH FABRIC 6' HT., 20' WIDE, B 1 CHAIN LINK SEE SPECIFICATIONS B SLIDING GATE AND DETAIL -405 2" MESH FABRIC 6' HT., 20' WIDE C 5 STEEL LOUVERED SWING GATE D 1 STEEL LOUVERED SLIDING GATE R-393044 SEE SPECIFICATIONS AND DETAIL 8' HT., 10' WIDE DOUBLE LEAF SEE SPECIFICATIONS AND DETAIL 8' HT., 20' WIDE CANTILEVERED SLIDING �OV: s PS,y�� G�o\,P /Yl RECORD DRAWING THE INFORMATION ON THIS DRAWING INDICATES CHANGES MADE TO THE CONSTRUCTION DOCUMENTS AS RECORDED BY THE CONTRACTOR AND TRANSFERRED TO THE REPRODUCIBLE DRAWINGS BY THE ARCHITECT. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR RELIABILITY OF THE INFORMATION PROVIDED. o N Z lz N Z Cl ®w 0< Ljj m w I'�NNI'9',II� N to Q W w � a� L.L. g w Z� aQ O }i O ■� Ja }� O a ja 4) 0 E C a W O }i ■_ L p L Cn Date: 10/16/19 Job No.: 21607.00 Drawn By: NL Checked by: NH Revisions # Date Description OVERALL LANDSCAPE PLAN 2� I I V otio �i\S3 EXP.411�\� a� RECORD DRAWING Ll 02 1 I_I 111 lic 111111, - ------ ---------- i 4TH STREET ;-� ---- ti o ---------------- — II 13: T� 1� SCALE:1 "=40'-0" N - © 0' 20' 40' 80' 160' -- GENERAL PLANTING NOTES: 1. ALL NEW PLANTING AREAS SHALL HAVE AN AUTOMATIC IRRIGATION SYSTEM WITH FULL COVERAGE FOR PANT ESTABLISHMENT. 2, ALL PLANT MATERIALS SHALL BE ADAPTABLE TO THE SITE CONDITIONS AND SHALL MEET THE MOST RECENT AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1).TREES ARE LISTED ON THE CITY OF RENTON "APPROVED TREE LIST." 3. MINIMUM TREE REQUIREMENTS: 2.1 ALL TREES SHALL BE LISTED ON THE CITY OF RENTON "APPROVED TREE LIST." 2.1 INTERIOR PARKING LOTS, PERIMETER PARKING LOTS, STREET TREES AND REPLACEMENT TREES: 2 IN. DIA. MIN, 2.3 STREET TREE SPACING: 30 FT. O.C. 2.4 ONE TREE SHALL BE PLANTED FOR EVERY SIX PARKING SPACES WITHIN THE INTERIOR LOT. 4. MINIMUM SHRUB REQUIREMENTS: 3.1 MIN. 2 GAL CONTAINER 3.2 INTERIOR PARKING LOTS, PERIMETER PARKING LOTS, AND STREET FRONTAGE: 1 SHRUB PER 20 SO FT. OFLANDSCAPED AREA 3.3 INTERIOR PARKING LOTS, PERIMETER PARKING LOTS, AND STREET FRONTAGE: UP TO 50% MAY BE DECIDUOUS. 5, MINIMUM GROUNDCOVER REQUIREMENTS: 4.1 MIN. 4 IN. POTS, TRIANGULAR SPACING, 90% COVERAGE IN 3 YEARS. 6. WHERE GROUNDCOVER IS INDICATED, IT SHALL BE PLANTED AT THE SPECIFIED SPACING THROUGHOUT THE BED, INCLUDING AREAS UNDERNEATH TREES AND SHRUBS. START FIRST ROW 10" FROM EDGE OF BED. 7, A TOTAL OF 8 IN. DEPTH TOPSOIL RICH IN ORGANIC MATERIAL SHALL BE INSTALLED IN ALL NEW LANDSCAPE AREAS. 8, A TOTAL OF 3 IN. DEPTH MULCH SHALL BE INSTALLED IN ALL NEW TREE, SHRUB AND GROUNDCOVER AREAS. 9. SLOPES SHALL NOT EXCEED 3:1 FOR LAWN AREAS AND 2:1 FOR OTHER PLANTED AREAS. 10. ALL LANDSCAPE AREAS SHALL HAVE ADEQUATE DRAINAGE. R-393045 ��o AS P yycti� q RECORD DRAWING THE INFORMATION ON THIS DRAWING INDICATES CHANGES MADE TO THE CONSTRUCTION DOCUMENTS AS RECORDED BY THE CONTRACTOR AND TRANSFERRED TO THE REPRODUCIBLE DRAWINGS BY THE ARCHITECT. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR RELIABILITY OF THE INFORMATION PROVIDED. O O Ja z O ma V U) In1 L O i Date: Job No.: Drawn By: ti LO O 00 m O Z CD a' LO M 10/16/19 21607.00 NL Checked by: NH Revisions # Date Description OVERALL LANDSCAPE PLAN 20 I I V otio �i\S3 EXP.411�\� a� RECORD DRAWING L200 i v • • n �a. oc►�ro �"v "� ".� L.s► i ��.a Rio 0 0.00.00:0 �OOoo�i. - C�.::�.7'- �K - -:. •- - — - - - - - - I,I LI I I pr"� M ��r"� Q 00006 7 O�.O I s s �►r.�.� ter, s.INo, ..I G.�.ct►.`.��.i I 1000000"O I 000000�7000 I I M I IiP 10 I'� I 1►mm Ir J � ® r 1 -=-- - - - � .r �.1..►.:, . A . 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T LOAD � UNLOAD SEE CIVIL GRADING == I I _ I ° DI -PLANS AND ARCH I I FOR FIN. o...6 ooao000000000000000 0000000000000000000 00000 00o a = — ° a DETAILS I" d ° a Q I r r GRADE ELEVATIONS Q I° u v v �%sw, 0®�+ ►wPr d�►os0 � III f t ° I R rllr�� xX R ++++ � d a + X i i f f f f f f f f t f f f f f t f I II \ I Ir + 4 XxX t + xX {� a® V V V ° ° ° I + — COV RED-?" D WAi TING r rr AF EA II r� x f f r'I f t t f t & � ° � a f t t t t Cyr+ ° ® a I I E i i f t t f t f t f f f t f t f f t t f t f F t t t t t f i i E t i i t f f i f t i i f i E t E i f f i t E t f f i f i f f f f f t f E f f f f f f f f t t f MSEE CIVIL GRADING i f t i t i t i i i i f t i i i i i i i i f f i i i i i i i i i i i f f t f f t f t PLANS AND ARCH f f t f f i i i f f i i f t f f f i f f i i t i i f t i f f t f i f f f f f f t Z + — • ®& ® DETAILS FOR FIN. + a 4 a t i i t i i t t i i t i i i i i i i i t i i i i i i i i i i i i f f f f f f f f f C — e GRADE ELEVATIONS f f t f f t f 0f' ++ — i i i i i i i i i i i i i i i i i i i F i i i t i i i i f t f f t t t t t t rnr rr f b_ —LL[ f i i i i t f t t i f t f f f f t i i i t i i i t i t t f f f f f f f f fIt f LLLLL�L-- f f t t f f f f f f f f f f f t f f f t f f t t f f f f t f f f f f f f f Z/ ®�® ®I LLLLLLLLLL t t t t f f t f t t i t t t t t f f t i i i t i i t f t f f f f f f f f f LL L LL i i i F i i i i f i i i f i t i i i f i i f i t f f f f f t f t t t f t LLL LLLL i i t i i i t i i i i i i i i i i i t i i i i i f f f f f f t f f t t f t LLLL LLL t t i i f f f i i i t t t t t t f f t t i i f f f f f f f f f f f f f f f _ _I _ f i i i t f i f i i f f t t t f i f E i f f f f f t f f t f f t t t t t I � a D /++ ® -- g —A° — a �LL t t f i i t i i i i i i t t t i t i i f f f f f f f f t t f t f f t f �� W— r+ a ° f t t f f f i f t t i t f t t f f f f f f i f f f f f t f t f f f f f f t r + " a � LL_L_L_ LL f i i t t f f i f f f f f i f f t t f f f f f f f f t f f f f f t t t f T I I a LL Kw LL i i t i i i i i i i i i i i i i t t i t f f f f f f f f f f f E f t f L_ L_ L L L f ����� �� t f i i f i i i i i i i i t i f t i i i f t f t f f f t f t t t t f0 t t t 7 a 4 i i i i i i i t i 6f i i i i i t i i t f f f f f f f f t f t f f t f f f t t rrr 1'r 1 F T � � ° I_a L_L_L_L_L_LL_ t i t f f f f t t t t f i t t f f f f f t f f f f f t f f f t f f f f f f f STA ILIGRID; r _ LLL—LL t t f i i t i i i i i i i i i i i i i i i t f f f f f f f t f t t t f t t t 40 t r �r/ ° f ® f t t i t i f t i i t i i t i t t i t f f f f f f f f t f f t f t f t f t t f SEE 'SPECIFICATIONS r ° - a i i i i t t i i i i f i f i i i f i i f f f t f t f f f f t f f f f t t f t t f f i i i i i i i i i i t i i i i i i i i t i f f f f f f f f f f f f f f f t f t t t t t i t I■i f i t1,6i i i i t i t f f f f f f f f f f f f f f f f f f f f IF t SEE CIVIL GRADING — t I ° i i i i i i f i i i i i i i f f f f f f f f f f f f f f f f f t t f t t PLANS AND ARCH S O L a ° f i t i i i i i i t t i i t t i f f f f f f f t f f f f f f f f f f f f f f f DETAILS FOR FIN. r, ®� r --- Q J — f f f t a° f f f i i i t f i i f i f f f f f f f f f f f f f f f f f f f f f f f GRADE ELEVATIONS 1-1 Trr ® ®® al °a i i f f i i i i i t i i i i f f f f f f f f f f f f f f t f f t f f t t f t �r r a CO ® ® I ° i i • i i " i f i i i i i i i i i f f f f f f f f t f f t t f t t f f t f t t t f II �r� -IyG ° QI i i i i i i t i i i i i i i i f f f f f f f f f f f t f f t f f t f f t t f f t ® a t f i f t f f t t i f f i t i i f t f i i f elf t i i i t i i f f f f f f t f f f f f f f f f f f f f f f f i f f f f f f f t f f t f t f f t t t t t f t t t t t f t t i t i i i i i f f f f f f f f f f f f f f f f f f f f f f f f t f f ft) a° a LLLLL i i i f i i f t i f i i t i f f f f f f f f f GRASPS WELD f f f f f f f f f t f f t f i i i i i f i i i i i i i f f f f f f f f f f f t f f t f f f f f t t f f t t t t L LLLL t i i i i i t i t f f f f f f f f f f f f f f f f f f f f f f f t f t ° LL L i t f i i t i i i f f f f f f f f f f f f f f f f f f f f f f f f f f t f f f t i i i i i i i i i f f f f f f f f f f f f f f f f f f f f f t f f f t f t LL L_ L i f i f t i t t t i i f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f II r rrrr f + �� ad a I I • I t i f i i t i f i f f f f f f f f f f f f f f t f f f f f f f f f f t f t f f II_ D L_ L_ L_ L_ L_ L_ L t f f t f i f f t f f f f f f f f f f f f f f f f f f f t f f f f f t t f f f I I fk r�r a ° L L LI i i f i i i i i i f f f f f f f f f f f f f f f f t f f f t t t t f t f i t t t i i i i i i i i f f f t f f f f f f f f f f f f f t f f f t f f t f f t f f f f t f t f t t t f f f f t f f f f f t f f f f t f f f t t f t i f f t f f t t f i i i i i i i i i f f f f f f f f f f f f f f f f t f f i f f t t t f f t t t t t f y t i t i i t i i f f f f f f f f f f f f f f f f f t f f f f f f t f f f f ■ �I — i i —f Illllllk t— 0 m MATCHLINE - REFER TO SHEET L202 T sA G �R , 'jg Ica��na \ Ce• SCALE:1 "=20'-0" N 0' 10' 20' 40' 80' GENERAL LEGEND R-393046 CONCRETE SIDEWALK SAFETY SURFACE TILES SAFETY SURFACE TILES STEEL LOUVERED FENCE 6' HT CHAIN LINK FENCE • BIKE RACK Q FLAG POLE �R REPLACEMENT TREE SEWER FEATURE O ® STORM WATER FEATURES FIRE HYDRANT DEDICATION LINE NOTES: 1. SEE L203 FOR PLANT SCHEDULE, DETAILS AND NOTES. 2. SEE L300 — L305 FOR IRRIGATION PLANS. RECORD DRAWING THE INFORMATION ON THIS DRAWING INDICATES CHANGES MADE TO THE CONSTRUCTION DOCUMENTS AS RECORDED BY THE CONTRACTOR AND TRANSFERRED TO THE REPRODUCIBLE DRAWINGS BY THE ARCHITECT. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR RELIABILITY OF THE INFORMATION PROVIDED. o N Z NJ,�I ®w Nrn oCl Ljj I'�NNI'9',II� m w N to Q V 1 w a W u gw Z � aQ /\ 01I }i 0 J O L00 Q MENNEN Q i N� 0 ai z V � > _ a W 0 .ENNEN i Oul) V L r M Cn Date: 10/16/19 Job No.: 21607.00 Drawn By: NL Checked by: NH Revisions # Date Description LANDSCAPE PLAN NORTH L201 RECORD DRAWING MATCHLINE - REFER TO SHEET L201 I II II I II II I I I I II II I II II I III II � Ip I—W II I II i I I I II II I III I I II II III I'i 'I SEE CIVIL GRADING PLANS AND ARCH -- DETAILS FOR FIN.I GRADE ELEVATIONS I I II II STI BILIgflID, SEES SPECI (CATIONS II II 3: I II I III II I 111 II II I II II II — — I— W—i��� D �11 < rn II I ZI C II III II ZII I O II I I � I II I I II I I II I I II I II OQ i � I I I I I C ,I� -'--I-�--J I I I I ----IW— \� _ STREET TREE TO REMAIN — — ------------------------- -- — — — — —— —-- ONE WAY --- —-��� - - - - - - NORTH 3RD STREET I I — --IS — —— —c�— a 6� — ul ZEE AA �� 111 I11 11111 I11 !XXXXXXXXX L — —,— — — — STREET TREE TO REMAIN — —S I i I I i I I I I (4) SALVAYED METAL BEN C ES, I URNISHED Y OWNEI I TILED I Y TIRACTQ I I I I I � I I I I I I cCn I _ I r I o ^ I VJI T>I 1 T I c� N I� \ ml li I ZI >I <I m ZI r —�—C — — mil hI I 101 I � I � I I I I I 1 I I I� � I I I 1 a 4 � d SCALE: 1 "=20'-0" IN 0' 10' 20' 40' 80' GENERAL LEGEND CONCRETE SIDEWALK L L SAFETY SURFACE TILES SAFETY SURFACE TILES STEEL LOUVERED FENCE 1111111 1111111 — 6' HT CHAIN LINK FENCE • N • BIKE RACK ® FLAG POLE ,R REPLACEMENT TREE SEWER FEATURE O ® STORM WATER FEATURES FIRE HYDRANT — � DEDICATION LINE NOTES: 1. SEE L203 FOR PLANT SCHEDULE, DETAILS AND NOTES. 2. SEE L300 — L305 FOR IRRIGATION PLANS. �OV: s PS,y�� G�o\,P /Yl RECORD DRAWING THE INFORMATION ON THIS DRAWING INDICATES CHANGES MADE TO THE CONSTRUCTION DOCUMENTS AS RECORDED BY THE CONTRACTOR AND TRANSFERRED TO THE REPRODUCIBLE DRAWINGS BY THE ARCHITECT. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR RELIABILITY OF THE INFORMATION PROVIDED. — O }i O ■� Ja CIO O s a� 0 C a W O � ■_ L i O � L CIO Date: 10/16/19 Job No.: 21607.00 Drawn By: NL Checked by: NH Revisions # Date l Description LANDSCAPE PLAN SOUTH R-393047 2� L/ otio �i\S3 EXP.411�\� a� RECORD DRAWING L202 *DENOTES PACIFIC NORTHWEST NATIVE SPECIES **DENOTES PACIFIC NORTHWEST ADAPTIVE SPECIES LANDSCAPE SCHEDULE DENOTES REPLACEMENT TREES SYMBOL BOTANICAL/COMMON NAME QTY SPACING SIZE/CONDITION/REMARKS STREET TREES FRAXINUS OXYCARPA 'RAYWOOD' 19 30' OC MIN 2" CALIPER TRUNK, 10'-12' HT., RAYWOOD ASH WELL -BRANCHED, FULL & BUSHY, MATCHED, B&B. CARPINUS BETULUS 'FASTIGIATA' 33 30' OC MIN 2" CALIPER TRUNK, 10'-12' HT., PYRAMIDAL EUROPEAN HORNBEAM WELL -BRANCHED, FULL & BUSHY, MATCHED, B&B. DECIDUOUS TREES NYSSA SYLVATICA 6 AS MIN. 2" CALIPER TRUNK, 10'-12' HT., BLACK GUM SHOWN WELL -BRANCHED AND FULL, B&B. HAMEMALIS X INTERMEDIA 'JELENA' 6 AS SPECIMEN, MIN. 6'-8' HT., WELL -BRANCHED, JELENA WITCH HAZEL SHOWN CONTAINER. �z*AMELANCHIER X 'AUTUMN BRILLIANCE' SERVICEBERRY STYRAX OBASSIA FRAGRANT SNOWBELL 19 AS MULTI -STEMMED, MIN 7' HT. WITH 3 TRUNKS, SHOWN WELL -BRANCHED, FULL & BUSHY, MATCHED, B&B. 9 AS MIN. 2" CALIPER TRUNK, 10'-12' HT., SHOWN WELL -BRANCHED, FULL & BUSHY, MATCHED, B&B EVERGREEN TREES: 0*THUJA PLICATA 'HOGAN' 11 AS MIN. 8'-10' HT., FULL & BUSHY TO BASE, B&B HOGAN CEDAR SHOWN EVERGREEN SHRUBS: MIN. 2 GAL. CONT. / MIN. 50% TOTAL SHRUBS O *VACCINIUM OVATUM 116 EVERGREEN HUCKLEBERRY *ARBUTUS UNEDO 'COMPACTA' 17 DWARF STRAWBERRY TREE 0 VIBURNUM DAVIDII 242 DAVID VIBURNUM O LONICERA PILEATA 236 PRIVET HONEYSUCKLE ® ** PRUNUS LAUROCERASUS 'MOUNT VERNON' 553 MOUNT VERNON ENGLISH LAUREL * ILEX CRENATA 'GREEN ISLAND' 262 JAPANESE HOLLY O ROSMARINUS OFFICINALIS 'ARP' 61 ARP ROSEMARY DECIDUOUS SHRUBS: O *ENKIANTHUS COMPANULATUS 'SHOWY LANTERN' 14 REDVEIN ENKIANTHUS O *CORNUS SERICEA 'KELSEYI' 745 KELSEY DOGWOOD O SPIRAEA BETULIFOLIA 'TOR' 340 * SPIREA O RIBES SANGUINEUM 65 *RED FLOWERING CURRANT GROUNDCOVERS, FERNS AND GRASSES: ** CALAMAGROSTIS X ACUTIFLORA 'KARL FOERSTER' 343 'KARL FOERSTER' FEATHER REED GRASS ® ** PENNISETUM ALOPECUROIDES 'LITTLE BUNNY' 219 LITTLE BUNNY DWARF FOUNTAIN GRASS * POLYSTICHUM MUNITUM 352 WESTERN SWORD FERN * MAHONIA REPENS CREEPING MAHONIA rrr rrrr rrr rrr r* R U B U S CALYCI N OI D ES rrr rrrr rrr rrr r CRINKLE -LEAF CREEPER r r r r r t t t E SEEDED LAWN i E E t 3' OC MIN. 24" HT. & SPR., FULL & BUSHY, CONT. 6' OC MIN. 30" HT. AND SPREAD, FULL & BUSHY, CONT. 2.5' OC MIN. 18"-24" HT. AND SPREAD, FULL & BUSHY, CONT. 3' OC MIN. 18"-24" HT. AND SPREAD, FULL & BUSHY, CONT. 2OC 2 GAL. CONT. 2' OC 2 GAL. CONT. 2.5' OC MIN. 18"-24" HT. AND SPREAD, FULL & BUSHY, CONT. MIN. 2 GAL. CONT. / MAX. 50% TOTAL SHRUBS AS MIN. 24"-30" HT. AND SPREAD, FULL & BUSHY, SHOWN CONT. 2.5' OC MIN. 18-24" HT. AND SPREAD, FULL & BUSHY, CONT. 3' OC MIN. 18-24" HT. AND SPREAD, FULL & BUSHY, CONT. 4' OC MIN. 24"-30" HT. & SPR., FULL & BUSHY, CONT. 2' OC 5 GAL. POTS SPACED AS SHOWN 18" OC 2 GAL. POTS SPACED AS SHOWN 2' OC 2 GAL. CONT., TRIANGULAR SPACING 885 18" OC 1 GAL. CONT., TRIANGULAR SPACING 2700 18" OC 1 GAL. CONT., TRIANGULAR SPACING 55,000 SEE PLANTING SPECIFICATIONS SF PRUNE TREES ONLY AS DIRECTED IN FIELD BY LANDSCAPE ARCHITECT. n MAINTAIN OR CREATE J A TERMINAL BUD ON A CENTRAL LEADER REMOVE OR CUTBACK CODOMINANT AND POTENTIALLY w CODOMINANT LEADERS REMOVE CROSSOVER 0 BRANCHES o THIN TIGHTLY SPACED Ld BRANCHES w J w N ELIMINATE LOWER CROWN BRANCHES TO SPECIFIED CLEAR TRUNK DIMENSION o I in ROOTBALL TO BE APPROPRIATELY SIZED IN RELATION TO CROWN OF TREE io N SPECIFIED FERTILIZER MIN. TWICE TABLETS IF REQUIRED ROOTBALL DIA. BY SOILS TEST DECIDUOUS TREE PLANTING BROADLEAF TREE SOFT POLYPROPYLENE MATERIAL, 3/4" WIDE, MIN. 900 LB. BREAK STRENGTH. ARBORTIE OR APPROVED EQUAL. NO RUBBER HOSE AND WIRE SYSTEMS ALLOWED. ATTACH IN FIGURE 8 PATTERN AS LOW ON THE TRUNK AS POSSIBLE. . IF REQUIRED, PROVIDE UP TO (3) 3" DIAMETER LODGEPOLE PINE STAKES. DRIVE INTO SUBGRADE AVOIDING DAMAGE TO TRUNK OR ROOTBALL. TOPS OF STAKES TO BE 5'-0" ABOVE FINISH GRADE. TRUNK FLARE MUST BE VISIBLE, SET CROWN OF ROOTBALL 1" ABOVE FINISH GRADE SPECIFIED MULCH CREATE 3" HIGH SOIL SAUCER AROUND EDGE OF ROOT PACKAGE FINISH GRADE SPECIFIED IMPORT TOPSOIL REMOVE BURLAP AND TWINE OFF TOP 1 /3 OF ROOTBALL _ AT A MINIMUM. CUT AND FOLD DOWN TOP HALF OF ANY WIRE BASKETS AMENDED SUB SOILS BREAK UP SIDES AND BOTTOM OF PLANTING HOLE COMPACT SOIL BENEATH ROOT PACKAGE TO ELIMINATE SETTLEMENT OR SHIFTING Scale: 3/8"=V-0" o O ° O � PLANT SHRUBS AT SAME GRADE AS NURSERY w N O O FINISH GRADE W O O o 0 0SPECIFIED MULCH o O z O PLANTING BACKFILL f°. IkH 4. w w IMPORT TOPSOIL FOLD BACK OR REMOVE BURLAP B&B OR CONTAINER j AS SPECIFIED UNDISTURBED NATIVE MIN. TWICE SOIL OR COMPACTED ROOTBALL DIA. PLANTING BACKFILL SHRUB PLANTING Scale: 1 "=V-0" NOTES: 1. ALL GROUNDCOVER TO PLANTED AT = SPACING (TRIANGULAR) PER O.C. SPACING ON PLANS DOD O GROUNDCOVER -TYP. BACK OF CURB -/ OR BED LINE GROUNDCOVER PLANTING R-393048 Scale: 1 "=V-0" RECORD DRAWING THE INFORMATION ON THIS DRAWING INDICATES CHANGES MADE TO THE CONSTRUCTION DOCUMENTS AS RECORDED BY THE CONTRACTOR AND TRANSFERRED TO THE REPRODUCIBLE DRAWINGS BY THE ARCHITECT. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR RELIABILITY OF THE INFORMATION PROVIDED. 0 }i O ■2 L. (j Cl) O j 0 E C a W O }i ■_ L p L Cn Date: 10/16/19 Job No.: 21607.00 Drawn By: NIL Checked by: NH Revisions # Date Description PLANT SCHEDULE AND DETAILS L203 RECORD DRAWING -__mS W Ime"k lK01=061►1 k 1111690111 APPROXIMATE LOCATION OF P.O.C. TO 2" STUB -OUT FROM IRRIGATION SERVICE LINE AS SHOWN ON CIVIL DRAWINGS. STATIC PRESSURE PER CITY OF RENTON IS 68 PSI. NOTIFY OWNER OF ANY DISCREPANCIES BEFORE COMMENCING WORK. LOCATE CONTROLLER INSIDE BUILDING WHERE INDICATED ON ELECTRICAL PLANS. PROVIDE SEPARATE 15 AMP CIRCUIT AND 120 VAC POWER TO CONTROLLER. PROVIDE 2" CONDUIT FROM CONTROLLER, UNDER SIDEWALK, AND INTO THE NEAREST PLANTING AREA AS SHOWN. EXTEND 24" INTO PLANTING BED, 18" BELOW GRADE. CAP AND FLAG. r e_ i t-J, SCALE: 1 "=40'-0" 0' 20' 40' 80' 160' IRRIGATION NOTES: 1. ADJUST ALL IRRIGATION HEADS TO PROVIDE MAXIMUM COVERAGE, MINIMUM OVERSPRAY, AND NO FOGGING. SET ALL HEADS BACK FROM CURBS, PAVING, AND WALLS. 2. LOCATION OF IRRIGATION MAINLINE, LATERALS, AND SLEEVING ARE SCHEMATIC ONLY, AND SHALL OCCUR IN PLANTING AREAS UNLESS SLEEVING IS SHOWN. IF SLEEVES ARE SHOWN THEY ARE TO BE STRAIGHT RUNS, TYP. MAKE MINOR CHANGES TO COORDINATE WITH ACTUAL AS -BUILT DIMENSIONS AND CONDITIONS. 3. VALVE BOXES SHALL BE LOCATED IN SHRUB PLANTING AREAS ONLY. LOCATE IN APPROXIMATE LOCATIONS AS SHOWN ON PLAN. 4. SEE CIVIL PLANS FOR LOCATION OF IRRIGATION STUB -OUT FROM 2" METER. 5. ANTICIPATED AVAILABLE STATIC WATER PRESSURE IS 68 PSI, AS PROVIDED BY CITY OF RENTON. VERIFY EXACT PRESSURE AT POINT OF CONNECTION PRIOR TO START OF WORK. 6. THE IRRIGATION SYSTEM HAS BEEN DESIGNED WITH SEPARATE HYDROZONES ACCORDING TO THE NEEDS OF THE PLANT MATERIAL. THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO PROVIDE A MINIMUM AVERAGE DISTRIBUTION UNIFORMITY OF 0.625. THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO AVOID RUNOFF, LOW HEAD DRAINAGE, AND OVERSPRAY. AVOID IRRIGATION DURING TIMES OF HIGH WINDS, WHEN RAINING, OR DURING THE MIDDLE OF THE DAY. 7. WHERE IRRIGATION PIPING IS SHOWN ADJACENT OR UNDER EXISTING TREES, MAKE MINOR ROUTE ADJUSTMENTS TO AVOID TRENCHING THROUGH LARGE TREE ROOTS. REFER TO SPECIFICATION SECTION 02810 FOR FURTHER INSTRUCTIONS. 8. REFER TO IRRIGATION SPECIFICATION FOR ADDITIONAL REQUIREMENTS. ZONE SUMMARY ZONE GPM SI PLANT TYPE 1 12.0 1.5" SHRUB DRIP 2 43.7 1.5" SHRUB SPRAY 3 18.2 1" SHRUB SPRAY 4 49.8 1.5" SHRUB SPRAY 5 33.5 1.5" LAWN ROTOR 6 27.4 1.5" LAWN ROTOR 7 37.4 1.5" LAWN ROTOR 8 29.9 15' LAWN ROTOR 9 39.8 1.5" LAWN ROTOR 10 37.4 1.5" LAWN ROTOR 11 43.5 1.5" LAWN ROTOR 12 6.0 1 " TREE BUBBLER 13 40.0 1.5" SHRUB SPRAY 14 32.2 1.5" SHRUB SPRAY 15 11.2 15' SHRUB SPRAY 16 48.9 1.5" SHRUB SPRAY 17 32.3 1.5" SHRUB SPRAY 18 37.0 15' LAWN ROTOR 19 36.6 1.5" SHRUB SPRAY 20 16.0 1" L TREE BUBBLER 21 SPARE WIRE 21 SPARE WIRE R-393049 RECORD DRAWING THE INFORMATION ON THIS DRAWING INDICATES CHANGES MADE TO THE CONSTRUCTION DOCUMENTS AS RECORDED BY THE CONTRACTOR AND TRANSFERRED TO THE REPRODUCIBLE DRAWINGS BY THE ARCHITECT. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR RELIABILITY OF THE INFORMATION PROVIDED. O O Ja In1 L O L Date: Job No.: Drawn By: 10/16/19 21607.00 NL Checked by: NH Revisions # Date Description OVERALL IRRIGATION PLAN L300 RECORD DRAWING V D T� m ,z IC Im z o II N I II Z I II I II I D' VE rD I SLV� 1» �erVIVIV11 EcTl M APPkOXIMAJ�Ej LOCATIOIN OF �.O.C. T 2" 1 T4STU -OUT OMIRRI ATION ERVICId L�AS HOWN N CIVI DRA INGS. II STA IC PREI SURE CITYI OF RE TON PSI. NOTIFY OWNER ANY, DISCR 0ANCIE BEFQRE COII MENCI WORIK. III I II I II t I II � II - I II I III --�—— 1 I f W I STABRID, SEE I SITE AILS IIlj I 1 II I II I� I I I IIIII I --I—W—I11r-- IIII �3/4» I IIII I IIII I IIII I IIII III I I 3/4» II I II II I II II � —�--II IIII—D I II II I III I, I, II III IIQIILII + - T —D----D�---- I --W—— W— — — — —W— II � \ -----------I- NORTH 4TH STREE MATCHLINE - REFER TO SHEET L-302 SCALE: 1 "=20'-0" N 0' 10' 20' 40' 80' R-393050 o o � I _0 ------------�_ W- ---W--I-_ I I PIPE B(( I��BBL INTO FILTER A AND C60RDI ATE WITH INSTAL ER 2„ 1 SLV I CD 0 1 �SEE I UBBLEIR I 12 I I I 6.0 I 6„ SLY � I ISOLA I ION ALVE I I CD LAWN ROTOR RECORD DRAWING THE INFORMATION ON THIS DRAWING INDICATES CHANGES MADE TO THE CONSTRUCTION DOCUMENTS AS RECORDED BY THE CONTRACTOR AND TRANSFERRED TO THE REPRODUCIBLE DRAWINGS BY THE ARCHITECT. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR RELIABILITY OF THE INFORMATION PROVIDED. z L m V� Cl) Q Q 0 0 o 0 s a� z C 9 - Q a W 0 0 ul) L M Cn Date: 10/16/19 Job No.: 21607.00 Drawn By: NIL Checked by: NH Revisions # Date Description IRRIGATION PLAN NORTH L301 RECORD DRAWING I III II � I III II II � I II II -W iI-11 I II I I I II II I II II I III I I I II II I II II I II I II II � II STABILIQRID, I � SEE SIT DETAILS I I I I �JX4411 I II 12 I II II � I 111 II II I II �� II �� II I II I I II I I II II II I II � II C II I I I rn I� I I II I III II I I II I II I I II I I I I I I i II II I II I II II II II 11=1f MATCHLINE - REFER TO SHEET L-301 SCALE: 1 "=20'-0" 0' 10' 20' 40' 80' o N �7�,7 fTl QTj f�l Y2„ � I I I LAWN II ROTOR 6 I I 5 I � 33.5 I LAWN 1 ROTOR I � I I I I I I G I 6„ I I SLR y2" IC 3" SLY HRUB IT PRAY I 4 1 1.5" 1 49.8 II ADDITIIONALI L 11.5" VALVE FOR kNE 1 4 SPLIT CD I I I I I I I I I ------N-I-------5----- — — —\ ------------------- - - - - -�---------- - -I--- NORTH 3RD STRE T// ��------ ------------ — --G——— — --�-- - -G-- I� �OV: s PS,y�� G�o\,P yl RECORD DRAWING THE INFORMATION ON THIS DRAWING INDICATES CHANGES MADE TO THE CONSTRUCTION DOCUMENTS AS RECORDED BY THE CONTRACTOR AND TRANSFERRED TO THE REPRODUCIBLE DRAWINGS BY THE ARCHITECT. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR RELIABILITY OF THE INFORMATION PROVIDED. O }i O ■� Ja Cl) O a s 0 0 E C a W O ._ O Cn Date: 10/16/19 Job No.: 21607.00 Drawn By: NL Checked by: NH Revisions # Date Description IRRIGATION PLAN SOUTH R-393051 2� I I V otio �i\S3 EXP.4�1�\� a� RECORD DRAWING L302 IRRIGATIONLEGEND (SYMBOLS SHOWN AT 1"=20'-0") SYMBOL ITEM MANUFACTURER / CAT NO. DESCRIPTION -REMARKS FC-1 CONTROLLER FR_1 AUTOMATIC RAIN SHUTOFF NO SYMBOL CONTROL WIRES 0 SPRAY 4 TYPE 1.5" 50.6 RAINBIRD ESP-LX BASIC (24 STATIONS) RAINBIRD WR2-RFC #14 CONTROL AND SPARE WIRES, NO MULTI -STRAND. DEDUCT METER POINT OF CONNECTION BACKFLOW PREVENTER FEBCO 850U (2") GATE / SHUTOFF VALVE HAMMOND, NIBCO, WILKINS GATE VALVE (2"), OR APPROVED EQUAL. STRAINER WILKINS SXL CAST BRONZE 'Y' STRAINER (2") MANUAL DRAIN CHAMPION 30ORS-200 ANGLE VALVE (2") QUICK COUPLER MASTER VALVE DRIP REMOTE CONTROL VALVE K�7►�I:Z�7�9_\\�h VALVE NUMBER VALVE SIZE GALLONS PER MINUTE ISOLATION VALVE NO SYMBOL VALVE BOXES MAINLINE LATERALS SLEEVES --------------- DRIP TUBING EH EXHAUST HEADER PIPE SH SUPPLY HEADER PIPE NO SYMBOL LINE FLUSHING VALVE NO SYMBOL STEEL SOIL STAPLE NO SYMBOL ZONE INDICATOR HEAD RAINBIRD #5RC 55K-1 KEY SH-2 SWIVEL HOSE ELL RAINBIRD EFB-CP SERIES VALVE (2") RAINBIRD DRIP CONTROL ZONES KITS (MEDIUM FLOW) XCZ-100-COM (1"), FOR FLOWS 3.0-14.99 GPM RAINBIRD XXX-PEB-PRS-D SIZE AS SHOWN ON PLAN. HAMMOND, NIBCO, WILKINS BALL VALVE (2"), OR APPROVED EQUAL. SPECIFICATION GRADE (COMMERCIAL GRADE) VALVE BOXES AND EXTENSIONS. PVC -SCHEDULE 40 PVC -CLASS 200 PVC -SCHEDULE 40 NETAFIM TECHLINE-CV TLCV-06-12-10 RAINBIRD XQF (75 or 10) 18100 RAINBIRD XQF (75 or 10) 18100 NETAFIM TLSOV MANUAL DRIP SHUT-OFF / FLUSH VALVE RAINBIRD TDS-050 (6" LENGTH) TORO SPRAY HEAD WITH VAN NOZZLE (REDUCE RADIUS TO ZERO) AUTOMATIC CONTROLLER, WALL MOUNT INSIDE BUILDING. INSTALL PER DETAIL. WIRELESS RAIN/FREEZE SENSOR WITH MOUNTING BRACKET, MOUNT ON ROOF PARAPET IN LOCATION SHOWN ON PLAN. OPERATION WILL BE TESTED AT PUNCH LIST REVIEW. APPROXIMATE LOCATION. SEE CVIIL DRAWINGS. DOUBLE CHECK VALVE. INSTALL PER CITY STANDARD DETAIL SHOWN ON CIVIL DRAWINGS. 200 PSI THREADED ENDS, BRONZE, SCREW IN BONNET, NON -RISING STEM, SOLID WEDGE, INSTALL PER DETAIL. INSTALL AT POINT OF CONNECTION AS PER DETAIL. INSTALL AT POINT OF CONNECTION AS PER DETAILS. INSTALL AT P.O.C. AND ELSEWHERE AS SHOWN ON PLANS, AS PER DETAILS. PROVIDE (2) KEYS AND (2) ELLS. BRASS NORMALLY CLOSED MASTER CONTROL VALVE. INSTALL AT P.O.C. ASSEMBLY PER DETAIL. MEDIUM FLOW CONTROL ZONE KIT. MEDIUM FLOW KIT INCLUDES BALL VALVE, PESB VALVE, AND PRESSURE -REGULATING BASKET FILTER. INSTALL IN APPROXIMATE LOCATION AS SHOWN ON PLAN AND DETAIL. PLASTIC CONTROL VALVE WITH PRESSURE REGULATING DIAL, INSTALL PER DETAIL. BRONZE BALL VALVE, INSTALL PER DETAIL 'F', SHEET L2.5, SEE SPECIFICATIONS, SIZE TO MATCH MAINLINE SIZE. SEE SPECIFICATIONS FOR DETAILED REQUIREMENTS. 2-1/2" MINIMUM SIZE UNLESS NOTED OTHERWISE, SEE SPECIFICATIONS FOR MINIMUM BURIAL DEPTH. SEE DETAIL. SIZE AS PER PLAN, 3/4" MINIMUM. UNLABELED PIPE SECTIONS TO MATCH THE LARGEST OF THE ADJACENT PIPES. UNLABELED PIPE AT THE END OF LATERAL RUNS TO BE 3/4". SEE SPECIFICATIONS FOR MINIMUM BURIAL DEPTH. SEE DETAIL. UNDERPAVEMENT SLEEVING, 4" DIAMETER UNLESS OTHERWISE INDICATED ON PLAN. TO BE INSTALLED BY LANDSCAPE CONTRACTOR AT DEPTHS SPECIFIED. SEE DETAIL. SUBSURFACE DRIPPERLINE WITH 12" O.C. EMITTER SPACING WITH EMITTER DISCHARGE OF 0.6 GPH. INSTALL TUBING ROWS AT APPROXIMATELY 16" to 18" SPACING BETWEEN PARALLEL DRIPPER -LINE. ALL TUBING SHALL BE INSTALLED 1" BELOW TOP OF TOPSOIL AND STAKED WITH 6" STAKES AT 3' O.C. VERIFY THE LAYOUT AND SPACING IN THE FIELD PRIOR TO STARTING THE WORK. SUPPLY HEADER SIZE TO MATCH ADJACENT LATERAL LINE (3/4" MINIMUM). EXHAUST HEADER SIZE SHALL BE 3/4" MINIMUM. INSTALL IN LOCATIONS AS SHOWN ON PLAN. PROVIDE AND INSTALL MANUAL FLUSH VALVE AT END/MIDDLE OF DRIPLINE, CONNECT TO PVC EXHAUST HEADER. INSTALL FLUSH VALVE INSIDE A SEPARATE VALVE BOX, ONE AT THE END OF TUBING RUNS IN EACH DIRECTION. INSTALL MINIMUM ONE FLUSH VALVE PER 1000 L.F. OF TUBING IN EACH DIRECTION, OR MINIMUM ONE PER EACH PLANTING ISLAND AND EXHAUST HEADER. INSTALL 18" FROM PAVING. INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. STAKE AT 3' O.C., PLUS TWO (2) ON EACH TEE, ELBOW OR CROSS. PROVIDE ONE PER DRIP ZONE, AT END OF LATERAL LINE FROM VALVE, TO INDICATE ZONE IS IN OPERATION. SYMBOL ITEM MANUFACTURER / CAT NO. DESCRIPTION -REMARKS O 6*0 ki POP-UP FIELD ROTOR O L Q L� Q POP-UP SPRAY HEAD O Q 0 Q POP-UP SPRAY HEAD 5F 5H or 5Q POP-UP SPRAY HEAD O � SST EAST ❑LCS or R❑CS POP-UP SPRAY HEAD Q BUBBLER TORO O NOZ T7P-SS-02 #12 - FULL PATTERN (9.95 GPM) :,*NOZ #09 - 3/4 PATTERN (7.5 GPM) NOZ #12 - HALF PATTERN (9.95 GPM) kiNOZ #07 - QUARTER PATTERN (6.81 GPM) TORO 0-T-15-(x)-570Z-6P-PR (X)=60, Q, T, 150, H, 210, TQ OR F AS SHOWN ON PLAN. TORO 0-T-12-(x)-570Z-6P-PR (X)=60, Q, T, 150, H, 210, TO OR F AS SHOWN ON PLAN. TORO 0-T-10-(x)-570Z-6P-PR (X)=60, Q, T, 150, H, 210, TQ OR F AS SHOWN ON PLAN. TORO 0-T-8-(x)-570Z-6P-PR (X)=60, Q, T, 150, H, 210, TQ OR F AS SHOWN ON PLAN. TORO 0-T-5-(x)-570Z-6P-PR (X)=60, Q, T, 150, H, 210, TO OR F AS SHOWN ON PLAN. TORO O-T-(z)-(x)-570Z-6P-PR (z)=15 OR 30, (x)=SST, RCS OR LCS AS SHOWN ON PLAN. TORO 514-20 ADJUSTABLE FLOOD BUBBLER ON 570SR-18 RISER IRRIGATION NOTES: 1. ADJUST ALL IRRIGATION HEADS TO PROVIDE MAXIMUM COVERAGE, MINIMUM OVERSPRAY, AND NO FOGGING. SET ALL HEADS BACK FROM CURBS, PAVING, AND WALLS. 2. LOCATION OF IRRIGATION MAINLINE, LATERALS, AND SLEEVING ARE SCHEMATIC ONLY, AND SHALL OCCUR IN PLANTING AREAS UNLESS SLEEVING IS SHOWN. IF SLEEVES ARE SHOWN THEY ARE TO BE STRAIGHT RUNS, TYP. MAKE MINOR CHANGES TO COORDINATE WITH ACTUAL AS -BUILT DIMENSIONS AND CONDITIONS. 3. VALVE BOXES SHALL BE LOCATED IN SHRUB PLANTING AREAS ONLY. LOCATE IN APPROXIMATE LOCATIONS AS SHOWN ON PLAN. 4. SEE CIVIL PLANS FOR LOCATION OF IRRIGATION STUB -OUT FROM 2" METER. 5. ANTICIPATED AVAILABLE STATIC WATER PRESSURE IS 68 PSI, AS PROVIDED BY CITY OF RENTON. VERIFY EXACT PRESSURE AT POINT OF CONNECTION PRIOR TO START OF WORK. 6. THE IRRIGATION SYSTEM HAS BEEN DESIGNED WITH SEPARATE HYDROZONES ACCORDING TO THE NEEDS OF THE PLANT MATERIAL. THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO PROVIDE A MINIMUM AVERAGE DISTRIBUTION UNIFORMITY OF 0.625. THE IRRIGATION SYSTEM HAS BEEN DESIGNED TO AVOID RUNOFF, LOW HEAD DRAINAGE, AND OVERSPRAY. AVOID IRRIGATION DURING TIMES OF HIGH WINDS, WHEN RAINING, OR DURING THE MIDDLE OF THE DAY. 7. WHERE IRRIGATION PIPING IS SHOWN ADJACENT OR UNDER EXISTING TREES, MAKE MINOR ROUTE ADJUSTMENTS TO AVOID TRENCHING THROUGH LARGE TREE ROOTS. REFER TO SPECIFICATION SECTION 02810 FOR FURTHER INSTRUCTIONS. 8. REFER TO IRRIGATION SPECIFICATION FOR ADDITIONAL REQUIREMENTS. FIELD SPORTS ROTOR WITH STAINLESS STEEL RISER 40 PSI ADJUST RADIUS AS REQUIRED. 30 PSI ADJUST RADIUS AS REQUIRED, INSTALL PER DETAIL 'H', SHEET L-305. USE TORO 0-T-15-(x)-57OZ-6P-PR-COM WHERE REQUIRED TO PREVENT LOW HEAD DRAINAGE. 30 PSI ADJUST RADIUS AS REQUIRED, INSTALL PER DETAIL 'H', SHEET L-305. USE TORO 0-T-12-(x)-57OZ-6P-PR-COM WHERE REQUIRED TO PREVENT LOW HEAD DRAINAGE. 30 PSI ADJUST RADIUS AS REQUIRED, INSTALL PER DETAIL 'H', SHEET L-305. USE TORO 0-T-10-(x)-570Z-6P-PR-COM WHERE REQUIRED TO PREVENT LOW HEAD DRAINAGE. 30 PSI ADJUST RADIUS AS REQUIRED, INSTALL PER DETAIL 'H', SHEET L-305. USE TORO 0-T-8-(x)-57OZ-6P-PR-COM WHERE REQUIRED TO PREVENT LOW HEAD DRAINAGE. 30 PSI ADJUST RADIUS AS REQUIRED, INSTALL PER DETAIL 'H', SHEET L-305. USE TORO 0-T-5-(x)-57OZ-6P-PR-COM WHERE REQUIRED TO PREVENT LOW HEAD DRAINAGE. 30 PSI ADJUST RADIUS AS REQUIRED, INSTALL PER DETAIL 'H', SHEET L-305. USE TORO 0-T-(z)-(x)-570Z-6P-PR-COM WHERE REQUIRED TO PREVENT LOW HEAD DRAINAGE. 30 PSI, ADJUST RADIUS AS REQUIRED. ZONE SUMMARY ZONE GPM SIZE PLANT TYPE 1 12.0 1.5" SHRUB DRIP 2 43.7 1.5" SHRUB SPRAY 3 18.2 1" SHRUB SPRAY 4 49.8 1.5" SHRUB SPRAY 5 33.5 1.5" LAWN ROTOR 6 27.4 1.5" LAWN ROTOR 7 37.4 1.5" LAWN ROTOR 8 29.9 1.5" LAWN ROTOR 9 39.8 1.5" LAWN ROTOR 10 37.4 1.5" LAWN ROTOR 11 43.5 1.5" LAWN ROTOR 12 6.0 1" TREE BUBBLER 13 40.0 1.5" 1 SHRUB SPRAY 14 32.2 1.5" SHRUB SPRAY 15 11.2 1.5" SHRUB SPRAY 16 48.9 1.5" SHRUB SPRAY 17 32.3 1.5" SHRUB SPRAY 18 37.0 1.5" LAWN ROTOR 19 36.6 1.5" SHRUB SPRAY 20 16.0 1"1 TREE BUBBLER 21 SPARE WIRE 21 SPARE WIRE R-393052 C 0 N N O 1� O O v LLJ O l > > O e _ a = e = W X Z ¢ O � e v U v = W Z ® F O x N W J O W -F- RECORD DRAWING THE INFORMATION ON THIS DRAWING INDICATES CHANGES MADE TO THE CONSTRUCTION DOCUMENTS AS RECORDED BY THE CONTRACTOR AND TRANSFERRED TO THE REPRODUCIBLE DRAWINGS BY THE ARCHITECT. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR RELIABILITY OF THE INFORMATION PROVIDED. o N Z IC, „all N 3 Z N ®w orn Ljj W m w I'�NNI'9',II� N to Q W W a u W gW z< <W O }i O ■� Ja p }� O a E W O }0 ■_ L a p L Date: 10/16/19 Job No.: 21607.00 Drawn By: NIL Checked by: NH Revisions # Date Description IRRIGATION LEGEND AND NOTES L303 RECORD DRAWING I I ST TERED STUB LERME FLO UNION ELEVATION VIEW FINISH GR SPECIFIED 10" SPECIFIED RECTANGULAR TWO (2) SPECIFIED SPECIFIED 10" ROUND SPECIFIED RECTANGULAR ROUND VALVE BOX, VALVE BOX, INSTALL FLUSH RECTANGULAR VALVE VALVE BOX, INSTALL VALVE BOX, INSTALL INSTALL FLUSH WITH FINISH GRADE BOXES, INSTALL FLUSH FLUSH WITH FINISH GRADE FLUSH WITH FINISH WITH FINISH GRADE STRAINER WITH FINISH GRADE GRADE MANUAL QUICK MASTER VALVE, GATE VALVE DRAIN VALVE COUPLER INSTALL SIMILAR TO VALVE REMOTE CONTROL VALVE DETAIL SUPPORT EA( - WITH (4, SUPPORT EACH VALVE BOX WITH (4) BRICKS, TYP. NOTES: 1. PROVIDE ONE QUICK COUPLER AT P.O.C. AND ELSEWHERE AS SHOWN ON PLAN. 2. INSURE POSITIVE DRAINAGE FROM P.O.C. COMPONENTS. PROVIDE DAYLIGHT DRAIN AS NECESSARY. 3. PROVIDE SIZE & QUANTITY OF VALVE BOXES AS NECESSARY TO ACCOMMODATE ALL COMPONENTS. POINT OF CONNECTION (BACKFLOW PREVENTOR PER CITY OF RENTON STANDARDS; TWO (2) SPECIFIED RECTANGULAR VALVE BOXES WITH LOCKING LIDS. BOLT BOXES TOGETHER FINISH GRADE SPECIFIED DRAIN VALVE MAINLINE PVC WITH THREADED OUTLET NIPPLE AND ELL PIPE MIN. 18" OFFSET FROM PVC LINE 3" PVC PIPE, THREADED ONE END MIN. 3 C.F. (24" DEPTH) DRAIN ROCK SUMP ELEVATION VIEW NOTES: 1. ALL PIPE AND FITTINGS TO BE SAME DIA. AS I.P.S. FEMALE CONNECTION TO DRAIN VALVE. MANUAL DRAIN VALVE Scale: 1 1 /2"=V-0" SPECIFIED 10" ROUND VALVE BOX AND LID 1 /4" GALV. U-BOLT 1 " X 16" SCH. 40 PVC PIPE w w o' 0 w 0 U w w Cn w w Cn SUPPORT EACH VALVE BOX WITH (4) BRICKS, TYP. MINIMUM 2 C.F. (12" DEPTH) DRAIN ROCK SUMP Scale: 1 1 /2"=V-0" ELEVATION VIEW `'^rCIFIED RECTANGULAR _VE BOX, INSTALL FLUSH H FINISH GRADE CIFIED BALL VALVE MAINLINE, 'TH PER SPECS. MALE ADAPTER UNION PILE ivii,4IMUM 1 C.F. (6" DEPTH) DRAIN ROCK SUMP ELEVATION VIEW PVC MAINLINE VALVE BOX SPECIFIED BALL VALVE PLAN VIEW NOTES: 1. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE. INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF -CENTER IN BOX. 2. INSTALL VALVE BOX EXTENSIONS AS REQUIRED FOR PROPER VALVE INSTALLATION AT MAINLINE DEPTH. ISOLATION / SHUT-OFF VALVE SPECIFIED 10" ROUND VALVE BOX, INSTALL FLUSH WITH FINISH GRADE QUICK COUPLER VALVE FINISH GRADE 1" X 16" SCH. 40 PVC PIPE, SECURE TO QUICK COUPLER WITH 1 /4" GALV. U-BOLT BUSHING AS REQUIRED SCH. 80 NIPPLE, VARIABLE LENGTH AS REQUIRED (2) SCH. 80 STREET ELL W/(1) SCH. 80 SHORT NIPPLE (NO MARLEX) PVC SCH. 80 NIPPLE, 8" MIN. LENGTH MAINLINE PVC TH X TH 90 DEG. ELL (NO STREET ELL) NOTES: 1. ALL THE FITTINGS AND PIPE TO BE SAME DIA. AS IPS FEMALE CONNECTION OF QUICK COUPLER. 2. QUICK COUPLER KEY MUST CLEAR VALVE BOX. QUICK COUPLER VALVE Scale: 1 1 /2"=1'-0" Scale: 1 1 /2"=V-0" JUNCTION CONDUIT FOR PC SOURCE, ELECTRICAL PL SWEEP SPECIFIED RAIN/FREEZE SENSOR, CONNECT CABLE TO CONTROLLER PER MANUFACTURER'S RECOMMENDATION ET MANAGER RECEIVER IF SPECIFIED ON LEGEND SPECIFIED AUTOMATIC IRRIGATION CONTROLLER. WALL MOUNT PER MANUFACTURER'S RECOMMENDATION. SEE IRRIGATION PLAN FOR LOCATION. VERIFY WITH ARCHITECT PRIOR TO INSTALLATION. CONDUIT FOR CONTROL WIRES, MINIMUM SIZE AS SPECIFIED ON IRRIGATION PLANS PROVIDE ADDITIONAL 3/4" WIRE CONDUIT TO BOOSTER PUMP FOR PUMP START RELAY SWITCH IF BOOSTER PUMP IS SPECIFIED ON LEGEND FINISH FLOOR SWEEP ELL IRRIGATION CONTROLLER (INTERIOR WALL MOUNT' SEE IRRIGATION SPECS FOR BACKFILL AND COMPACTION REQUIREMENTS FINISH GRADE - w U w :F- a-- ..(LCn.. 0.::• - w ;= w w ci)• w p - I I - 6" MIN. SECTION VIEW PVC NON -PRESSURE LATERAL LINE PIPE PVC PRESSURE MAINLINE PIPE CONTROL WIRE BUNDLE, TAPED TO MAINLINE 2" CLEAN BACKFILL UNDER ALL PIPING, SEE SPECS FOR REQUIREMENTS NOTES: 1. NO OTHER TRADES (ELECT. LIGHTING) ALLOWED TO USE SAME TRENCH AS IRRIGATION PIPE. 2. PROVIDE 24" COVER FOR DIRECT BURIAL CABLE. 3. PROVIDE PVC SCH. 40 SLEEVES FOR ALL WIRING AND PIPING UNDER PAVING. 4. NO STACKING (VERTICALLY) OF PIPES IN SAME TRENCH. PIPE TRENCHING AND BACKFILL Scale: 1 1 /2"=V-0" at]:xl1w Scale: 3/4"=V-0" = w ® = Z H ® O x N w J O w -r RECORD DRAWING THE INFORMATION ON THIS DRAWING INDICATES CHANGES MADE TO THE CONSTRUCTION DOCUMENTS AS RECORDED BY THE CONTRACTOR AND TRANSFERRED TO THE REPRODUCIBLE DRAWINGS BY THE ARCHITECT. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR RELIABILITY OF THE INFORMATION PROVIDED. o N Z IC. „all N 3 ®w orn Ljj 2J m w I'�NNI'9',II� N to Q V I � W au L.L.I g w Z< aQ M5 Cn 0 �a O t� W O }i ■_ L p L Cn ti LO O 00 m Z CD < G� cv LO M Date: 10/16/19 Job No.: 21607.00 Drawn By: NIL Checked by: NH Revisions # Date Description IRRIGATION DETAILS L304 RECORD DRAWING SPECIFIED RECTANGULAR SPECIFIED RECTANGULAR VALVE BOX, INSTALL TOP OF VALVE BOX, INSTALL TOP OF LID FLUSH WITH FINISH GRADE LID FLUSH WITH FINISH GRADE RAINBIRD CONTROL ZONE KIT SPECIFIED AUTOMATIC AUTOMATIC CONTROL VALVE (SEE LEGEND FOR TYPE, 1" CONTROL VALVE, KIT FOR DRIP ZONES SIZE ZONE KIT DEPICTED) � - INSTALL PRESSURE (SEE LEGEND FOR TYPE) BASKET FILTER REGULATING DIAL IF SHOWN 19 ON LEGEND 24" SPARE WIRE FINISH GRADE COIL, SEE SPECS FINISH GRADE FOR QUANTITY SPECIFIED SPLICE KITS SPECIFIED SPLICE KITS USE BOTTOM INLET ONLY cn - 24" CONTROL WIRE cn 24" SPARE WIRE - 24" CONTROL WIRE oz z - COIL IN BOX z z PVC RISER, SAME COIL, SEE SPECS _ - ; - COIL IN BOX F- J Q PVC BALL VALVE - - J - INLINE PRESSURE o_ ---- SIZE AS INLET FOR QUANTITY J w Q REGULATOR u Q o PVC ADAPTER - 1" MIN. CLEARANCE o Li w < Q Q PVC ADAPTER 1" MINCLEARANCE c�'�`' J . PVC LATERAL 45, BURIAL DEPTH - BETWEEN VALVE BOX w o_ BETWEEN VALVE BOX w Q Q a- AND PIPE J � D AND PIPE J � PER SPECIFICATIOSN P P P FLOW wom P ♦ _ wom 3" MIN. - w'� � - 3" MIN. Lu LL- P CLR. - %p CLR. P ��� �� ���� P o 0 0 0 0 0 0 0 0 0 l PVC UNION J PROVIDE CORRECT SIZE NIPPLE SO THAT LATERAL LINE COMES RIGHT OUT OF THE BOX WITHOUT USING 90 DEG. ELLS OR 45 DEG. ELL. MAINLINE, SIZE PER PLAN CONTROL AND SPARE WIRES, TAPE TO BOTTOM OF MAINLINE ELEVATION VIEW NOTE: PROVIDE VALVE BOX EXTENSIONS AS REQUIRED. -,-,< PVC UNION -/ " 1� \ PROVIDE CORRECT SIZE PVC LATERAL PIPE NIPPLE SO THAT LATERAL LINE COMES RIGHT OUT OF SUPPORT VALVE BOX THE BOX WITHOUT USING 90 DEG. ELLS OR 45 DEG. ELL. WITH (4) BRICKS MAINLINE, SIZE PER PLAN MINIMUM 2 C.F. (12" DEPTH) CONTROL AND SPARE WIRES, DRAIN ROCK SUMP IN TAPE TO BOTTOM OF MAINLINE BOTTOM OF VALVE BOX. ELEVATION VIEW N OTE: PROVIDE VALVE BOX EXTENSIONS AS REQUIRED. REMOTE CONTROL VALVE (SPRAY ZONES LVIN. M.&M NOTES: IF1. ALL DRIPPERLINE TO BE INSTALLED 1" BELOW TOP OF TOPSOIL LEVEL. 2. MULTIPLE ROWS OF DRIPLINE SHALL BE SPACED AT 18" MAXIMUM O.C. ADJUST ACTUAL SPACING TO PROVIDE AN EVEN SPACING ACROSS THE PLANTED AREA. 3. COORDINATE AND PLACE ALL PLANTINGS SO THAT DRIPPERLINES RUN OVER TOP OF ALL ROOTBALLS. MINIMUM OF 1 PER GROUNDCOVER, 2 PER 5-GALLON SHRUB, 2 PER TREE. 4. ALL TREES TO BE PLANTED WITHIN CENTER OF DRIPPERLINE RUNS. 5. LAYOUT DRIPLINE SO THAT OUTLETS ARE TRIANGULAR SPACED. 6. MAKE MINOR ADJUSTMENTS IN SUPPLY HEADER, EXHAUST HEADER, AND DRIPLINE LAYOUT TO AVOID CONFLICTS WITH LIGHT POLES, FIRE HYDRANTS, AND OTHER MISC. IMPROVEMENTS. 7. WHERE REMOTE CONTROL VALVE IS SHOWN WITHIN PARKING LOT ISLAND, IT SHALL BE LOCATED AT MID POINT OF ISLAND, ADJACENT TO PARKING STALLS. 8. SEE IRRIGATION NOTES, LEGENDS, AND SPECIFICATIONS FOR ADDITIONAL INFORMATION L PLAN VIEW TYPICAL DRIP IRRIGATION LAYOUT Scale: 1 1 /2"=V-0" PVC LATERAL WITH SLEEVE (SEE PLAN FOR SIZES) EXHAUST HEADER, LOCATE WHERE SHOWN ON PLAN AT LOWER END OF EACH PLANTING ISLAND MANUAL LINE FLUSHING VALVE (PLUMBED TO EXHAUST HEADER), OFFSET 18" FROM EDGE OF BED DOUBLE RING DRIPPERLINE AT EACH TREE ROOTBALL (COORDINATE WITH LANDSCAPE PLAN FOR TREE LOCATIONS) INSTALL FIRST DRIPPERLINE 4"-6" FROM EDGE OF WALK OR CURB SUPPLY HEADER, CENTER FEED WITH DRIPPERLINE BLANK RISERS, LOCATE WHERE SHOWN ON PLAN 16" TO 18" TYPICAL DRIPPERLINE SPACING, PROVIDE NUMBER OF LINES SHOWN ON PLAN ROUTE PVC LATERAL AND/OR MAINLINE ALONG CURB TO AVOID TREE AND SHRUB ROOTBALLS (COORDINATE WITH PLANTING PLAN) PVC LATERAL WITH SLEEVE (SEE PLAN FOR SIZES) Scale: 3/16"=1'-O" PVC LATERAL PIPE SUPPORT VALVE BOX WITH (4) BRICKS MINIMUM 2 C.F. (12" DEPTH) DRAIN ROCK SUMP IN BOTTOM OF VALVE BOX. REMOTE CONTROL VALVE (DRIP ZONES ROUTE DRIPPERLINI ON TOP OF SHRUB OR GROUNDCOVER ROOT BALL Scale: 1 1 /2"=V-0" DRIPPERLINES, TYP. SHRUB TREE ROOT BALL ROOT BALL i I � DOUBLE RING DRIPPERLINE AT EACH TREE LOCATION, WITH \ FITTINGS AS REQUIRED. \ ROUTE ONE LINE ON \ TOP OF TREE ROOT BALL AND SECOND LINE OUTSIDE OF ROOT BALL. SOIL, MALE ADAPTER TEE OR ELL 6" SPACING SPACING PER LEGEND PER LEGEND 6" OFFSET FROM EDGE OF ADJACENT PAVING OR BED, UNLESS OTHERWISE NOTED ON PLAN PLAN VIEW HEADER, END FEED CONDITION (SUPPLY OR EXHAUST) SPACING PER LEGEND TYPICAL DRIP HEADER INSTALLATION NOTES: 1. TEMPORARILY CAP RISERS FOR PRESSURE TESTING. ELEVATION VIEW 2. SEAL ALL JOINTS W/ TEFLON TAPE ON MALE THREADS ONLY. 3. DO NOT OVERTIGHTEN GALV. TO PVC JOINTS. 4. ALL THREADED PVC PIPE SHALL BE SCH. 80, ALL PVC FITTINGS SHALL BE SCH. 40. 5. NO CLOSE NIPPLES PERMITTED. 6. ALL FITTINGS AND PIPE SAME DIA. AS IPS FEMALE CONNECTION OF SPRINKLER HEAD OR Q.C. 7. INSTALL SO PIPING WILL NOT CONTACT LATERAL. PLAN VIEW IRRIGATION HEAD FINISH GRADE MULCH (DEPTH AS SPECIFIED) TOP OF TOPSOIL 4" MAXIMUM = 1" BELOW w TOP OF TO o DRIPPERLINE, TYP. - z TRENCH PRIOR TO P MULCH. ADJUST OUT N MAXIMIZE ROOTBALL SOIL STAPLE AT 3' MALE ADAPTER TEE OR ELL AT HEA SECTION VIEW OF HEADER END FEED CONDITION TOP INSTALL IN LACEMENT OF LETS TO SATURATION. O.C. MAX. DER FINISH GRADE MULCH (DEPTH AS SPECIFIED) TOP OF TOPSOIL 4" MAXIMUM = 1" BELOW TOP OF TOPSOIL w 0 DRIPPERLINE, TYP. - INSTALL IN z TRENCH PRIOR TO PLACEMENT OF MULCH. ADJUST OUTLETS TO N MAXIMIZE ROOTBALL SATURATION. SOIL STAPLE AT 3' O.C. MAX. AND ON EACH SIDE OF ALL CONNECTIONS DRIPPERLINE TEE DRIPPERLINE BLANK RISER MALE ADAPTER SECTION VIEW OF TEE OR ELL AT HEADER CENTER FEED CONDITION HEADER Scale: 1 1 /2"=1'-0" SHRUB OR LAWN HEAD TOP FLUSH W/ FINISH GRADE FINISH GRADE (2) TH x TH SCH. 40 ELLS W/ 2" x 3/4" SCH. 80 NIPPLE OR (2) MARLEX STREET ELLS W/O NIPPLE 12" x 3/4" SCH. 80 NIPPLE SCH. 40 TH x TH ELL, OR MARLEX STREET ELL PVC TEE OR ELL, BUSHING AS REQUIRED VC TEE OR ELL, WITH USHING AS REQUIRED VC TH SCH. 80 IPPLE, 3" LONG VC THx TH 90° ELL VC TH SCH. 80 NIPPLE, " LONG Scale: 3"=1'-0" CD w X Q z. R-393054 BUBBLER HEAD SPECIFIED NOZZLE AND RISER ASSEMBLY FINISH GRADE SCHEDULE 80 NIPPLE PVC TEE OR ELL, BUSHING AS REQUIRED. PVC LATERAL PIPE Scale: 1-1 /2"=1'-O" C 0 N N O 1� O O v LLJ O l > > O e _ a = e = W X Z ¢ O � e v U v = W Z ® F O x N w J O w -r RECORD DRAWING THE INFORMATION ON THIS DRAWING INDICATES CHANGES MADE TO THE CONSTRUCTION DOCUMENTS AS RECORDED BY THE CONTRACTOR AND TRANSFERRED TO THE REPRODUCIBLE DRAWINGS BY THE ARCHITECT. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR RELIABILITY OF THE INFORMATION PROVIDED. }i O ■� Ja }� p }� O j 0 E C a W O }i ■_ L p L Cn Date: 10/16/19 Job No.: 21607.00 Drawn By: NL Checked by: NH Revisions # Date Description IRRIGATION DETAILS L305 RECORD DRAWING �n7 0000000000 0000000000000000000000000000000000000000000 'd. 'd' .. d ° D �. °C.I.E I I� I d�J / � / \ cp9 o e' I d F- I� ° I;. s ^� Q .44. o w I I I.F� 23 H.P. I.E 6 / yA U I % \ \• / \ pO J ° IDS- a TIE INTd .. - .O / T J / �G� �Q I O If O 1 U �I I d _ SEE CIVILI `, \ O `� T e00 ° ° .d 35.38 35.53 �sO/` / / M �c / \ \ \ s. �•� \ P FOR,OT. PIPE i _5 ° c� ! ! _ DS I . d I.E. 35.59 1 ' 10, d g c,I.E °pkecr Y1 D TYP. n d 13. I ` `Ar IOX V �i° �� / �i� li �S ! l� �s ° 0 V.DS �I d 35.38�� \ IE INTO SD B #12 \ �s O \ � O 8 COL R PIPE L5 a r �s / I.E. 33.60� �� / �� GR \ \ ° ' - - ° s5za �\ I SEE CI O \ I W d ° I.E 3&W H P - - p CAP A D MARK CLE UTS d .P.I.E. M.P. L \ � C.I.E AT SUBG ADE, TYP. a n d H.P. LE / co 35.00 co d.. 35.59 Q S = 1 % S _ 1 % TI I CT CB #171 _ _ I e d. d f °. a ° yA C. I . E \ \ / / C. I . E. 34.40 a °I H.. I.E. O \ v \ l)' Q ' 31168 H.P. ° - - 35.97E \ l)'� \�l L] J \ lSsQ d /o �'V \�C/ /( d ° ° Ar i ��CT SO O \ \ �4��� ' 00 s' / U F \ GRA \ \ I sss \ SS PLAY FIELD / o - - U \ / / H.P. C.I. \ co .�/ /� o H.P. I Uw Q 35.00o H.P. I.U ° a I e° E8TO T ° H.P. I.E C41 d I.E. 35.5 / ZJ I I. 34. 35.27 ' o d a Y 35.50 35.54 0 �° V�� / / �° .`o R.D'a a i ��6• CocT �F.�h Q�`' �,J / a SU CE I AT o� / .Y-d of O 7=Lu II ed d 35.27 FAO, d° . °. l� .' ° \ I.E. / ° ° 35.50 d �1C d M.P. I.E. / <'�° �p e 35. .P.I. ° d. d I .46°4 H.P. I. o ° M.P., I.E I. 35.54 R D d h \ ° e 35.51� - I-° Uj • '1j� \ \ \ t3 I T - d TYP. TYP. p Q° ed d a - - - - - d cep d 6"LECTOR A 2% D D if OLLTOR A l a I aq .H.°. .eI..O U'�I° °TId T SB #15U1CAON TORM C:I:EE. I d . e al a d I -C S - 3a� �6 d. a a d .. A °' i J.E d .`+9 d 1 D oMARKd - IV ° : T1 INTO 'SDC&,° 1 e ° 8 I d .. .� . JI q'd .I e d I ° CLN UTS A� I - -L'BL..�_qSUB RWD l9P° SCHOOL a e I I� $- 8 1 e D e I C VEf a a- -e a 1 E c� I� BUILDING ° ° ° d a e ° d a: ° d � ° d _ 1 I °'. A °°.� d ry1 d °. I A d 'd. yT .I. p c` Idd NOTES: 1. CAP AND MARK ALL CLEANOUTS AT SUBGRADE. 2. COORDINATE PIPE INSTALLATION WITH PLAY EQUIPMENT FOOTINGS. 3. SEE SUBDRAINAGE DETAILS ON L500. N SCALE: 1 "=20'-0" 0' 10' 20' 40' 80' MK11c11 /MAMn IMPORT FIELD TOPSOIL - SEE SPECIFICATIONS 3/8" PEA GRAVEL ADS SINGLE WALL PERFORATED PIPE SEE PLAN FOR PIPE SIZES AND INVERT ELEVATIONS CENTER PIPE IN TRENCH. CAP ALL ENDS COMPACT SUBGRADE TO 90% z 12" MIN. N PREFORATED PIPE TRENCHING FINISH GRADE IMPORT FIELD TOPSOIL - SEE SPECIFICATONS 3/8" PEA GRAVEL SEE PLAN FOR I.E. w 6°50 Q)OoCoo° O .0-°0 Qb&�p°o° O®-80 Q,�p°o°O -III= E o 0 01I > 00 °° II III II IIIIIIOf o Q a� Ob 00 0-III III I > ° 0 0CP o o -=IIII III III °0 °o 0 III cVI ° od lI III -III IIII - III III III-IIII I- II COMPACT SUBGRADE TO 90% Scale: 1 1 /2"=V-0" 411 PERFORATED PIPE ALT. CONNECTION WHERE INVERT ELEVATION ALLOW. 90 DEGREE ELL W/90 DEGREE REDUCING SNAP TEE. 90 DEGREE REDUCING SNAP TEE OR 45 DEGREE SNAP Y AND REDUCING IK 10'-0" COUPLING AS REQUIRED NOTES: (NO SADDLE TEES) A. SLOPE CLOSEST 10' OF 4" PERF. PIPE TO MAKE CONNECTION TO COLLECTOR. 2" MIN. DEPTH, 3/8" PEA B. BACKFILL COLLECTOR TRENCH AS SHOWN IN DETAIL GRAVEL BENEATH PIPE, TYP. C/L500. C. (2) TWO WRAPS OF DUCT TAPE REQUIRED AT ALL CONNECTIONS. LATERAL TO COLLECTOR CONNECTION SUBDRAINAGE LEGEND LATERAL LINE- 4" PERFORATED ADS PIPE COLLECTOR LINE- mmiv_- ANOLAM SOLID ADS PIPE, SIZE AS SHOWN ON PLAN C.I.E. COLLECTOR INVERT ELEVATION co CLEAN OUT Scale: 3/4"=V-0" SUBDRAINAGE NOTES DO NOT SCALE DRAWINGS. cn z Q J a_ w w cn vS w Q cc 112" MIN. COLLECTOR SECTION 2" CLR. MIN FINISH GRADE MOUND BACKFILL IN TRENCH AS SHOWN IMPORT FIELD TOPSOIL - SEE SPECIFICATIONS COMPACT SUBGRADE TO 90% NATIVE BACKFILL COMPACTED TO 95% COLLECTOR LINE, SEE PLAN FOR SIZE AND INVERT ELEVATIONS Scale: 1 1 /2"= V-0" 10" ROUND VAULT BOX, FLUSH WITH FINISH GRADE IN LOCATION SHOWN ON PLAN PROVIDE 6" OR 8" WYE, 45 BEND AND ENDCAP WHERE SHOWN ON PLAN NOTES: \- COLLECTOR LINE AS SHOWN ON PLAN 1. EXTEND CAP TO SUBGRADE AS SHOWN AND LOCATE ON AS-BUILTS. 2. LOCATE CLEANOUT OUTSIDE OF TRACK OR INFIELD LIMITS AS SHOWN ON PLANS. CLEAN OUT 2. THIS SHEET CONTAINS FIELD SUBDRAINAGE INFORMATION ONLY. FOR SURFACE GRADING AND STORM DRAINAGE INFORMATION SEE CIVIL DRAWINGS. 3. VERIFY LOCATION OF ALL OVERHEAD AND UNDERGROUND UTILITIES BEFORE BEGINNING WORK. 4. DRAINLINE LENGTHS AND LOCATION ARE APPROXIMATE. STAKE LOCATIONS IN THE FIELD AND ADJUST AS NECESSARY OR AS DIRECTED BY THE LANDSCAPE ARCHITECT. 5. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND IN PLANS OR DEVIATIONS FROM ASSUMED ON -SITE CONDITIONS. FAILURE TO NOTIFY THE LANDSCAPE ARCHITECT IN A TIMELY MANNER SHALL RESULT IN CONTRACTOR TAKING RESPONSIBILITY FOR ANY AND ALL REMEDIAL MEASURES REQUIRED. 6. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. maw-luei�b�.. Scale: 1 "=V-0" RECORD DRAWING THE INFORMATION ON THIS DRAWING INDICATES CHANGES MADE TO THE CONSTRUCTION DOCUMENTS AS RECORDED BY THE CONTRACTOR AND TRANSFERRED TO THE REPRODUCIBLE DRAWINGS BY THE ARCHITECT. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OR RELIABILITY OF THE INFORMATION PROVIDED. O � O ■� Ja }� O }+ O j 0 C a W 0 }i ■_ L O Cn Date: 10/16/19 Job No.: 21607.00 Drawn By: NIL Checked by: NH Revisions # Date Description SUBDRAINAGE PLAN AND DETAILS L500 RECORD DRAWING