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HomeMy WebLinkAboutCD-3959F� 03 I SE 164TH STREET W L �77 FF717 T F��7�2 L -"LL m DIG r T\ I- N L LINDBERGH SENIOR HIGH OSCHOOL II m -- AHBL#103 Z _ NAILANDWASHER N 138365,6984 a E EV 420.3.3832 = ELEV: 62242 F ALTERNATE N BID ITEM 1 PAVEMENT CONTRACTOR OVERLAY LAVDOWNAREA ` i - ALTERNATE LINDBERGH OVERLAY f00� PAVEMENT PAVE ENT GRAPHIC SCALE L - ❑ BASE BID 0 50 1 W 2W PARKING LOT REPLACEMENT 1"=100 FEET AHBL #102 NAILAND WASHER 1• n r N188111.6816 170.02' uy El 1 01 W.]332 ELEV:43Z68- � L� �, LJ N ❑ VON" a 111=1 294.04 N88' 11' 28 �. INSPECTION NOTIFICATION CRY OF RENTON DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT, DEVELOPMENTSERVICES 1055 SOUTH BRADY WAY RENTON, WA. M057 PH: (425)430-]2D0 OWNER CIVIL ENGINEER RENTON SCHOOL DISTRICT MEL, INC. 7812 S 126TH ST 2215 NORTH 30TH STREET SEATTLE, WA 98178 SUITE 3W PR (425) 2044470 TACOMA, WA 9B403 CONTACT: STEWART SHUSTERIAM PH,(253) 3852422 FAX (253)383-2572 LANDSCAPE CONTACT: BILL FIERST, P.E. ARCHITECT SURVEYOR MET. INC. AHBL INC. 2215 NORTH 30TH STREET 2215 NORTH 30TH STREET SUITE 3W SUITE 300 TACOMA, WA 98403 TACOMA WA 9&403 PH.(253) 3812422 PH. (253) 383-2422 FAX (253)383-2572 FAR (253) 383-2572 CONTACT: KRISTIN GLANDON, PIA CONTACT: DAVID FOLLANSBEE, P L S. ELECTRICAL rkifMkicco 6012 ISLA STREET EAST SUITE 200 FIFE. WA M424 PH, (253) 922-0446 FAX (253) 922-W96 CONTACT: MICHAEL L COZART, PE LEGAL DESCRIPTION BE 114 OF NE 1/4 LESS E 5W FT OF N 1121 FT LESS E 330 FT OF S 21647 FT MIL LESS S 250 FT OF E 523 FT OF W 553 FT LESS GO RD VERTICAL DATUM BASIS OF BEARING NAVD 80 WASHINGTON STATE PLANE COORDINATE CITY OF RENTON VERTICAL SYSTEM, NORTH ZONE BENCHMARK 1863 CITY OF RENTON HORIZONTAL CONTROL COPPER PIN IN GONG AT BE MTH HOLDING CITY MONUMENT NUMBERS 1640 AND ST AND 116TH AVE BE 1863. ELEV: 459.0n POINT NO. 1640 N=1]06489]61 E=13D5835.7488 BRASS DISK WI PUNCH AT CL OF 116TH AVE BE. POINT NO. I N=16n886212 E=1305752.8500 COPPER PIN IN GONG AT BE 186TH STAND 116TH AVE SE. FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW,ORDINANCE, CODE, REGULATION, RULE, ORDER, OR STANDARD. 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 MY 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. CIVIL/LANDSCAPE SHEETINDEX 511EET NUMBER SHEET TITLE CIG COVER SHEET C2.0 TESL & DEMOLITION PLAN CZI TESC NOTES &LEGEND C2.2 MSC NOTES & DETAILS C3.0 GRADING & DRAINAGE PLAN 03.1 ENLARGED GRADING PLAN C3.2 STORM DRAINAGE PROFILES C40 PAVING & HORIZONTAL CONTROL PLAN CSI PAVING NOTES & DETAILS 1 CS2 PAVING NOTES & DETAILS 2 CSS DRAINAGE NOTES & DETAILS I C54 DRAINAGE NOTES DETAILS CBS DRAINAGE NOTES & DETAILS 3 CS6 DRAINAGE NOTES & DETAILS 4 L1.0 PLANTING PLAN L2.0 IRRIGATION PLAN L2.1 IRRIGATION DETAILS Ax•v. PROJECT U AREA s VICINITY MAP PRECONSTRUCTION SITE ADDRESS NOTES LINDBERGH POOL AT LINDBERGH HIGH SCHOOL 1. THE CONTRACTOR IS REQUIRED TO 16740128TH AVE BE, RENTON, WA 98058 NOTIFY THE DEVELOPMENT SERVICES DIVISION, LAND USE INSPECTION SECTION (425) 430-7200, THREE DAYS UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION FOR A WATER BOOS CREEK WATER DISTRICT PRECONSTRUCTION CONFERENCE AND PH:1-259-BW-9W0 SPECIFICALLY REQUEST SEWER BOOS CREEK WATER DISTRICT PR 1-253-630-9900 INSPECTION BEFORE BEGINNING: A. INSTALLING SILTATION AND EROSION 00 TELEPHONE PH1-8CENTURY "-1LINK PH: Y800-24d-11H CONTROL MEASURES B. CLEARING AND GRUBBING N POWER PUGET SOUND ENERGY C. EARTHWORK 0 PH:1-88&321-TP9 D. INSTALLATION OF ANY UNDERGROUND C> GAS PUGET SOUND ENERGY UTILITY O PH: 1-898 1-AI9 E. BEFORE PLACING SUBBASE. BASE OR PAVING SURFACES ONE CALL B-1-1 F. INSTALLATION OF ANY FORMS OR PLACING ANY CONCRETE a SITE INFORMATION TRENCH NOTE PARCELR 282305.9004 IF WORKERS ENTER ANY TRENCH OR PARCEL AREA: 22 89 AO OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PROJECTAREA: 1.06 AC (BASE BID) PIT REQUIREMENTS OF WSDOT SECTION D.28 AC (ALTERNATE BID ITEM 1) 2-09.3(3)B, IT SHALL BE SHORED AND 0.10 AC (ALTERNATE BID REM 2) CRIBBED. THE CONTRACTOR ALONE SHALL BE RESPONSIBLE FOR WORKER SAFETY F TEMPORARY BENCHMARKS AND AHBL ASSUMES NO RESPONSIBILITY. z ALL TRENCH SAFETY SYSTEMS SHALL W AHBL#102 AHBL#103 MEET THE REQUIREMENTS OF THE NAILANDWASHER NAILANDWASHER WASHINGTON INDUSTRIAL SAFETY AND C L N:1681114814 NASS365.6984 HEALTH ACT, CHAPTER 49.17 RCW. LLI E:1310100.7n2 E:13102583632 ELEV:432.68 ELEV:42z42 AUTOCAD FILE 2 EARTHWORK INFORMATION AN AUTOCAD DRAWING FILE IS AVAILABLE d TO ASSIST WITH SITE LAYOUT. PLEASE C APPROX. 370 CUBIC YARDS CUT NOTE THAT ELECTRONIC FILES ARE L APPROX. 80 CUBIC YARDS FILL PROVIDED FOR CONTRACTOR'S NET: APPROX. 290 CUBIC YARD CUT CONVENIENCE AND SHALL NOT REPLACE F- NOR BE USED TO SUBSTITUTE THE NOTE. THE ABOVE QUANTITIES ARE ESTIMATES ONLY CONTRACT DOCUMENTS. THE J INTENDED FOR THE PERMITTING PROCESS AND ARE NOT TO CONTRACTOR IS RESPONSIBLE FOR ��11ii 0 BE USED BY THE CONTRACTOR FOR BIDDING PURPOSES. THE PROJECT LAYOUT ACCORDING TO CONTRACTOR SHALL MAKE THEIR OWN EARTHWORK CONTRACT DOCUMENTS AND COST FOR Z DETERMINATION. ELECTRONIC AUTOCAD FILES. Y PHONE: (253) 363-2422 ONSITE SOILS SHALL BE RE -USED TO THE MAXIMUM EXTENT FAX: (253) 383-2572 FEASIBLE. Q d CONTRACTOR SHALL OBTAIN IMPORT MATERIALS AND DISPOSE OF EXPORT MATERIALS AT APPROVED LOCATIONS F- TO BE DETERMINED PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. O R-395901 On IN COMPLIANCE WITH CITY OF RENTON STANDARDS (Fitz -James 07/21/2017 ISURFACE WATER UTILITY _ rstraka 07/21/2017 ' %1 0. FOLulusoFc �] L�6C/05/2117a- scRFno R RENTON LINDBERGH HIGH SCHOOL SOUTH PARKING LOT IMPROVEMENTS ` W """ F KATOw RENTON SCHOOL DISTRICT mKnOWwhat'sbBIGW. imp° 1 REVISED PER CITYCOMMENTS BJS 70H7 SMC� _ PIRRNmy/eNnemy/Pumfc wOns DePLCOVER SHEET1.0CBIIbMOreyDUdig. 7V TIC a+waa'"m.mF�aamr'�'. N0. REVISION BY DATE APPR W.DERST Z HBL PROJECT 2170057.10 TI rm s. coMFOW7 J X—X—X—K'X—X—X—)<——X_Y- T- m O ` J�- $iC8 13RY M-4R969 I I ,5 12kfi' 16 8'xe' /5 0' �� I�l �1 t 6 L_1. � x�T / -O t ---- AMF r'-0 a W pw) H I / Irz' cw E IE-426>r�r� L.-.i mr CO P-----p-----P_— —_p� 1 I N LDID Lstcn 9 R 2922 \ 1n"p `1v5' "L 1 e ��V P / 6 E Cwwmry azs.e7 ROCK c)u \ G _ 1 O 1 r to i KEYNOTES -` 1, g A`I x U W SILT FENCE PER CON. STD. PLAN 2t0.0U� A F V �� V ETCH 1082 RIM-421.39 IF C GR.2 \ - CA 1 �12 PVCE9E IEE 41768 0 I O PROTECT EXISTING STORM STRUCTURE AND ASSOCIATED \a 6 2 4 _ \ X -1 6� PVCPuw IEE a29]S 3 TEMPORARY CONSTRUCTION ENTRANCE PER CON. STD. PLAN 216.15 1 2 CPR E —D-- ,; —` c •. \ / R CATCH BASIN FILTER PER CON. STD. PLAN 216,30e _ o I O [[ C2.2 SiCE CPR RM=43025 1fi A r APPURTENANCES, TYP' E-42606 12' OFF IE 4 f 1 6iG61081 R 1998 T CPR NW IE-42608 l2 CPP Y IE-4 14 CPR E E 663 �6 PROTECT EXISTING STORM DRAIN LINE, TYP. 2'CPP wIE=a / �� -\ �+ 6PVCSEE 781 o ASSOCIATEDPROTECT APPURTENANCES.STING S E R AND COMMUNICATION LECTRICAL PLAINS. AND 6 / �� ° e - /I`� 6 V 1 PROTECT EXISTING POWER AND COMMUNICATION LINE SEE - { / i. ~q -- � Y ELECTRICAL PLANS A , 4� -0- P— -� 0 _— _ h H DEMOLISH EXISTING TREE SicR 72o Rnb42210 / VAA T 1 AC6995 RM aR}x@ 4l`. 0 /l I 1I caa w ie=web 7� GPP NL =azofia 9 DEMOLISH STORM DRAINAGE STRUCTURE. 14 1 OR, NW 420.G6 nq f / dI 2 q 16I d'IJ� 10 16 f0 DEMOLISH STORM DRAIN LINE. ,FL425I I 11 DEMOLISH EXISTING POWER AND COMMUNICATION STRUCTURE AND ASSOCIATED APPURTENANCES. SEE ELECTRICAL PLANS. RESEReEo� Mhj I 0 I 12 DEMOLISH EXISTING POWER AND COMMUNICATION LINE. SEE LIE)" / DP gCH 106CE ELECTRICAL PLANS. \ % S. /(J ' 12' CPPJ tH DEMOLISH EXISTING SIGN. EL E /��12 CPP CUT AND CAP EXISTING STORM DMN LINE AT CATCH BASIN AND 0 I 14 ABANDON IN PLACE. Z DEMOLISH AREA OF FAILED PAVEMENT AT APPROXIMATE SIZE AND U I 15 LOCATION SHOWN. \ \ /j 6i 66 CONIC NE E�w676 REMOVE PAVEMENT AND CURBING TO ACCOMMODATE IRIL TY 1 L i t / / 4CONC E 49 INSTALLATION. ED 12CONL NW E=41688 1] DEMOLISH EXISTING PAVEMENT AND CURB \ /� V /�/ LADDERSE �_ [[ 1H PROTECT EXISTING FENCE AND DATE ' 11 ;/ iIL siro I _ , S26 c PVC SIN IE-42ofisFL4243 m z ] sTLB 501 RIM=43367 J 6" CONC NE IE=431.72 i - / 6" CONC SW IE=43180 q / �112 / R 1 ARE P SF4ALT DAMP / (TYP) V I9 } W F / l l A % OF S / 1 �STC6 916 RIM a9.05IL / fi /GONG HE IE—a25.Q ti / A �1512'x6'- — F T44319 [L / C i 1�� 4 P �- GRAPHIC scnLE 'A* ) A �� i I7' �-�. 1� v 1 o to Y — V lwzz ( CC b • 16 6k5' I {7 4 = A 1" = 20 FEET Q 1f s two cl /l ll'1/ 1:wk. A :- L POOL _ �, ' F- Aj 0 r �J _ _—i G U) R-3959 i� � �� + / 02 T P FL 4s �� r i l INCOMPLIANCE WITH CITY OF RENTON STANDARDS 00 I r \ DEVELOPMENT ENGINEERING SURFACE WATER UTILITY _ _ JJJ --� \ IFtzJames 07/21/2017 '� rstraka 07/21/2017 2 ' 0 11 Jaw — _ o. FOLurvsREE w ww ° W PEI CITY OF LI PARKIN H HIGH SCHOOL os/oe/son Ana r e. scHENo RENTON SOUTH PARKING LOT IMPROVEMENTS W ���b $ F. KATONA RENTON SCHOOL DISTRICT m Xnowwhat's bBIOW. imp° §° some. 1 REVISED PER CITYCOMMENTS BJB ]Or1] SMC � DATUM Q Call before you dig. /oNA6 � TIC u^xmnans 1m FT vu�� N0. REVISION BY DATE APPR W. FIERSi Planning/Building/Public WOM1s Dept C2.O Z AHeL PROJECT 21]005].10 q S COMFORT TESC &DEMOLITION PLAN „�'.2 „17 ::j rn Ln T D7 0 LU W 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 APPLICANTIESC 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 SEDIMENTATIONIEROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING ANDIOR 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 ANDIOR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE. REPLACEMENT AND ADDITIONS TO EROSIONISEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILmES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. ]. 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. INSPECTION SCHEDULE: 1. ALL ESC MEASURES SHALL BE MAINTAINED AND REVIEWED ON A REGULAR BASIS. 2. THE ESC SUPERVISOR SHALL REVIEW THE SITE AT LEAST WEEKLY AND WITHIN 24 HOURS OF SIGNIFICANT STORMS, A SIGNIFICANT STORM IS ONE WITH MORE THAN 0.5INCHES OF MIN IN 24 HOURS OR LESS. 3. THE CITY MAY REQUIRE THAT A WRITTEN RECORD OF THESE REVIEWS BE KEPT ON SITE WITH COPIES SUBMITTED TO THE CITY WITHIN 48 HOURS, HYDROSEEDING NOTES: 1. HYDROSEEDING SHALL BE APPLIED TO ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES UNLESS OTHERWISE NOTED. 2. HYDROSEEDING TO BE AS SPECIFIED IN LANDSCAPE SPECIFICATIONS. 3. APPLICATION TO BE 100 LBSIACRE. 4, 500 LBSIACRE 10-20-20 FERTILIZER, 2000 LBSIACRE MULCH AND 40 LBSIACRE SOIL STABILIZER TO BE APPLIED WITH SEED MIXTURE. 5. SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS NECESSARY TO FOSTER AND PROTECT THE ROOT STRUCTURE. CONTRACTOR SHALL ENSURE PROPER ROOT GROWTH REGARDLESS OF PLANTING SCHEDULE. 6. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 3q ARMORING OF THE SEED WILL BE NECESSARY. LEG, GEOTEXTILES. JUTE MAT, CLEAR PLASTIC COVERING.) 7. BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKES, SWALES, LEVEL SPREADERS AND SEDIMENT BASINS. 8. THE SEEDBED SHALL BE FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING SURFACE ROUGHENING. PERFORM ALL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. 9. FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS RECOMMENDATIONS. AMOUNTS USED SHOULD BE MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS. 10. SEE SPECIFICATIONS FOR HYDROSEED MIXTURES. 14. ANY PERMANENT RETENTIONIDEMNTION 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 ]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. 2D. 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 DEWAMRING SHALL BE REQUIRED TO DISCHARGE TO THE SANITARY SEWER (WITH APPROPRIATE DISCHARGE AUTHORIZATION), PORTABLE SAND FILTER SYSTEMS, OR HOLDING TANKS. 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. CONTRACTOR SHALL PERFORM ADDITIONAL CLEARING TO CONSTRUCT ONSITE AND OFFSITE 3. GENERAL CONTRACTOR SHALL PROVIDE AN ESC SUPERVISOR WHO IS A CERTIFIED EROSION AND SEDIMENT CONTROL LEAD. 4. CONTRACTOR SHALL CONFORM TO ALL REQUIREMENTS OF THE NPDES UNDER THE DOE'S GENERAL PERMIT FOR STORMWATER DISCHARGE FROM CONSTRUCTION ACTIVITIES AND THE SWEEP. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL REQUIRED RECORDS. 5. CONTRACTOR SHALL LEGALLY DISPOSE OFF THE OWNER'S PROPERTY, ALL DEMOLISHED AND REMOVED MATERIALS, UNLESS INDICATED OTHERWISE. 6. BACKFILL AND COMPACT ALL VOIDS AND DEPRESSIONS OCCURRING AS A RESULT OF DEMOLITION ACTIVITIES. SEE SPECIFICATIONS FOR ALLOWABLE BACKFILL MATERIALS. 7, REMOVE EXISTING SOD AND TOPSOIL AS NECESSARY TO PROVIDE IMPROVEMENTS. CONTRACTOR SHALL DISPOSE OF EXCESS SOD AND TOPSOIL OFFSRE. 8. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF MULCHING NOTES: CONSTRUCTION SEQUENCE: 1. MULCH MATERIALS USED SHALL BE HAY OR STRAW. AND SHALL BE 1. ARRANGE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF RENTON, OWNER, APPLIED AT THE RATE OF 2 TONSIACRE. CONTRACTOR, ESC LEAD, AND ENGINEER. STAKE CLEARING LIMITS PRIOR TO THIS MEETING. 2. MULCHES SHALL BE APPLIED IN ALL AREAS WITH EXPOSED 2. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE NUMBER OF SLOPES GREATER THAN 2:1, ESC LEAD. 3. MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN 3. FENCE CLEARING LIMITS AND TREE PROTECTION AREAS. AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON. 4. INSTALL CATCH BASIN SEDIMENT PROTECTION. 4. ALL AREAS NEEDING MULCH SHALL BE COVERED BY NOVEMBER I. B. INSTALL PERIMETER PROTECTION (SILT FENCE, OR OTHER MEASURES) WHERE SOIL NOTES: SPECIFIED ON THE ESC PLAN AND/OR REQUIRED BY THE CITY INSPECTOR, A. THE SOIL MOISTURE HANDLING CAPACITY OF ALL NEW PERVIOUS 6. GRADE AND STABILIZE CONSTRUCTION ENTRANCE. SURFACING THAT, AT PROJECT COMPLETION, WILL NOT BE ], DEMOLISH EXISTING PAVEMENT AREAS AS INDICATED ON PLAN. COVERED BY IMPERVIOUS SURFACING OR INCORPORATED INTO A DRAINAGE FACILITY MUST BE PROTECTED. THE DUFF LAYER AND 0. CONSTRUCT SURFACE WATER CONTROLS(INTERCEPTOR SWALES, CHECK DAMS, NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO TEMPORARY SEDIMENT POND,ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING THE MAXIMUM EXTENT FEASIBLE. FOR PROJECT DEVELOPMENT. B. ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL 9, PROVIDE PLASTIC COVERING ON ALL EXPOSED SLOPES 5H:IV OR GREATER. ALL FILLS BE STOCKPILED ONSITE IN A DESIGNATED, CONTROLLED AREA NOT MUST BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS. THE ENGINEER. MATERIAL SHALL BE REAPPLIED TO OTHER PORTIONS OF THE SITE 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON WHERE FEASIBLE. STANDARDS, NPDES PERMIT AND EROSION AND SEDIMENT CONTROL REPORT. C THE SOIL IN ANY AREA THAT HAS BEEN COMPACTED OR THAT HAS 11. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR HAD SOME OR ALL OF THE DUFF IAYER OR UNDERLYING TOPSOIL INSTALL NEW MEASURES, SO THAT, AS SITE CONDITIONS CHANGE, THE EROSION AND REMOVED SHALL BE AMENDED TO MITIGATE FOR LOSS OF SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF RENTON EROSION MOISTURE HOLDING CAPACITY. THE AMENDMENT SHALL TAKE AND SEDIMENT CONTROL REQUIREMENTS. PLACE BETWEEN MAY I AND OCTOBER I. REPLACED TOPSOIL SHALL BE 8 C HAVE 12 ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCT I TO APR 30) OR SEVEN ORGANIIMINIMUM ATTEROF CENTHALL 8 ANED D AN ORGANIC MATTER CONTENT BETWEEN 8 AND 13 PERCENT DRY CONTEES NT BETWEEN DAYS DURING THE DRY SEASON (MAY 1 TO SEPT W) SHALL BE IMMEDIATELY WEIGHT ANDA PH SUITABLE FOR THE PROPOSED LANDSCAPE STABILIZED WITH THE APPROVED ESC MEASURES. PLANTS. SEE LANDSCAPE PLANS 13, ROUGH GRADE SITE. 14. CONSTRUCT PERMANENT STORMWATER FACILITIES. 15. CONSTRUCT ALL OTHER SITE IMPROVEMENTS. 16. SEED OR SOD ANY AREA TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 17. 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. Tiv %Anae.KATO=F. KAiDNAKn Call efomyw. 1 REVISED PER CITY COMMENTS BJS ]Ol1] Call before you dig.Zj5whlftwHBL PROJECT 2170057.10 mwa m mm n 4um w N0. REVISION BY DATE APPR c rnucnm TESC FACILITIES. CONTRACTOR IS RESPONSIBLE FOR 16, THE SITE TOPOGRAPHIC SURVEY WAS COMPLETED BY CONSTRUCTION OF ADDITIONAL FACILITIES INCLUDING THE OWNER'S CONSULTANT. PRIOR TO CONSTRUCTION BUT NOT LIMITED TO FILTER FENCE, CATCH BASIN AND MOVING MATERIAL, THE CONTRACTOR SHALL PROTECTION, SWALES, MULCHING AND SEEDING. REVIEW THE SURVEY AND PROVIDE THE OWNER SIGNED LETTER INDICATING THE CONTRACTOR 9. RELOCATE EROSION CONTROL MEASURES OR INSTALL AGREES WITH THE CONDITIONS NOTED BY THE NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE SURVEY. IF THE CONTRACTOR DOES NOT AGREE WITH THE EROSION CONTROL IS ALWAYS IN ACCORDANCE THE CONDITIONS OF THE SURVEY, THE CONTRACTOR WITH THE MINIMUM CITY OF RENTON TESC SHALL COMPLETE AN INDEPENDENT 3RD PARTY REQUIREMENTS. SURVEY AND PROVIDE IT TO THE OWNER FOR REVIEW PRIOR TO CONSTRUCTION OR MOVING MATERIAL. 10. 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 11. CONTRACTOR SHALL EXCAVATE AND FILL AS NECESSARY TO ACHIEVE SUBGRADES IN LAWN AND PLANTER BEDS REQUIRED BY THE LANDSCAPE PLANS. 12. PROTECT EXISTING UTILITIES WITHIN THE WORK LIMITS NOT SPECIFICALLY INDICATED FOR DEMOLITION. ADJUST EXISTING UTILITIES TO FINISHED GRADE. 13. CONTRACTOR SHALL INCLUDE IN BID REMOVAL OF ALL TESC MEASURES AT COMPLETION OF PROJECT. 14, SEE LANDSCAPE PLANS FOR FINAL VEGETATED SURFACING. 15. CONTRACTOR IS REQUIRED TO USE EXISTING TRUCK HAUL ROUTES AS NOTED PER CITY OF RENTON ORDINANCE 5339. ORDINANCE 5339 SPECIFIES THAT TRUCKS TAKE THE MOST DIRECT ARTERIAL ROUTE TO OR FROM ONE OF THE DESIGNATED TRUCK ROUTES. PARK AVENUE N. ADJACENT TO THE SITE IS THE NEARESTTRUCKROUTE EXISTING LEGEND SURVEY A SETNAILANDWASHER MISCELLANEOUS I BOLLARD u SIGN AS NOTED FENCE SANITARYSEWER SANITARY SEWER MANHOLE SANITARYSEWER a CLEANOUT ---5 SANITARY SEWER LINE STORM DMIMGE O STORM CATCH BASIN ® STORM MANHOLE e ROOF DRAIN ----D STORM LINE NATURAL GAS fA GAS VALVE ----G GAS LINE POWER © ELECTRICAL VAULT z JUNCTION BOX kY LUMINAIRE ----P ELECTRICAL LINE - - - - T COMMUNICATION LINE F-TREES L C-CEDAR CW=COTTONwooG, M=MAPLE, U=UNKNOWN SURFACING CONCRETE ASPHALT XX% CONTOUR MAJOR INTERVAL ------XX%------ CONTOUR MINOR INTERVAL PROPERTwRIGHT-0E-WAY LINE CITY OF ' RENTON Planning/Budding/Public Works Dept. 1fl O 0 N O O R TESC & DEMOLITION LEGEND: o 0 LINES & HATCHES O EXISTING FEATURE TO BE DEMOLISHED ----D-BLACK ANY UNETYPE - - - - P - EXISTING FEATURE TO REMAIN GRAY LINES & HATCHES d ANY LINETYPE SAWCOTUNE WORKLIMITS SILT FENCE (CDR STO. PLAN 214.00) INTERCEPTOR SWALE (CDR STD. PLAN 217.10) CHECKDAM (CDR STD. PLAN 211.40) CATCH BASIN FILTER (CDR STD. PLAN 21630) STABILIZED CONSTRUCTION ENTRANCE (CDR STD. PLAN 215.10) DEMOLISH EXISTING PAVEMENT = = = = m _X_X_e C2.2 C22 egg 5 �Y`' C2.2 2 ® C2.2 1 C2.2 R-395903 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY (Fitz -James 07/21/2017 rstraka 07/21/2017 LINDBERGH HIGH SCHOOL oe/0B/2D1 SOUTH PARKING LOT IMPROVEMENTS RENTON SCHOOL DISTRICT TESC NOTES & LEGEND m C2W1 m cM 7 w W F� WRITERS 1 ,AAArA,M,M 1 � /\ POSITIONS, AT 3 WASAYEARTAREAMPLARTARACHE "I SATIN, i SPINAPIN,IYETTERMAYSITHE o F.e.",..«..... A ANN Y ARMS ...".� ��/ a II ."a......"E,m...w. REMPAREP a ".. ..r RSIAN u PUT 1m.o..uwrwua�.�..Qa�mrEmansm�.rEae.°aww �. ....,..".".�.",.,e,ANDAMPARYTHAMANDA PROM DATABASE, INTERMARRY ,M' PIANISSIMI, T��T FL BANANAS, STATEMANDAYEARRAMPARY, AAARMA1 It �II�IIYET cur .mra"unuxenerxP,�.XXB .D.°, ° EOEsw Xoer..xExXEEn.°DEFICIENCY "r t:im� SIR °», n TRAFFIC °...YHUNINa.,Y",..,�M,� .",.REMIN. MIEML MIT REAND ANY BE MAN DISTRIBUTOR ff ALL ESTATES) AREAS ART PROBE 16 NSA AUDI OR THAT CONCENTRATED FUNNY NOR 18 SIMILAR TO INPUT ANSTAIM Of a �IVII DLMMMMLY �. ��..,.."„°...a�.°.,,",.,,°awo.�, xo,Xo...,.B�,XI.,a.XaU,nE�.o,Y.r .a�E.CY°.n,E","Ea®,.�.. IT "°&: a,..,.�..R�.....°. .°". " iMIAMI ��.... DS HOTIFUELUBBSTO RECOMMENDED FOR IT URSAMAREAS THE AMMUMNSETE 11 o ,o SO UANIAM� SUE SL HIS MATTERS ISRAELI PRIME NONMJHTED BE SEDIMENT MUM THEN TRANI INTO He SUMP "ERE 11 SM BE MANTROULEDMI) AT IN AW�A�YSP��TMT�L��DF�THEP�MDEND��T��VAYSH�LB��MMMIMMMAMY SUN I 'HI UNTIL MI 01THROMARRE PRI IN a, F��SARE�ER�CR�lV���MITMI�MIMTH��ECONSTR�IONEWM��B��NCIIG$�'A PUBLIC RIMS WO' PLR - Ra]0 PUBLIC AllgS CATCH BA81N FILTER XIO' PW - R0.i0 PBR+MTRENT SILT FENCE 0I0. PL1f - R600 L� PU6WC TIIgS INTERCEPTOR SWALE OW' tiR - Rf]0 PDWIC TRANI CHECK SPACING0 WIN PW - 11I BBPMitlENt CONRTRYCATIION=INTRYNC! W ,lX BWPflZW WRCH 2000 YYKiI EOCB Y1RCN 2000 YMCX 2000 WRCN EOOB CONSTRUCTION ENTRANCE CATCH BASIN FILTER SILT FENCE INTERCEPTOR SWALE CHECK DAM (COR STD. PLAN 215.10) (COR STD. PLAN 216.30) (COR STD. PLAN 214,00) (COR STD. PLAN 217.10) (COR STD. PLAN 217.40) 3 HOT SCALE 4 NOT TO SCALE 5 NOT TO SCALE NOT TO SCALE R-395904 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY s IFitz-James 07/21/2017 rstraka 07/21/2017 % = o. roculusocc „ �"« ° s"` "° """"' TER) CITY OF LINDBERGH HIGH SCHOOL oe/as/zo1 KIM �' e. scHeNO SOUTH PARKING LOT IMPROVEMENTS OY RENTON """ P. NA7ONA RENTON SCHOOL DISTRICTSKY KnoWWharsbelOW. imp° 1 REVISED PER CITY COMMENTS BJB 7/7117 SMC � DATUM ." _ Planning/Budding/Public wP E Dept, TESC NOTES &DETAILS C2.2 DBII hEfOre you dig. JmvsT� TIC CUSTODIALmm�s.�"a"mmr"a'. N0. REVISION BY DATE APPR w FI[ns7 DEL PROJECT 217005J.10 1s enucnRr a °On to ID O O n a Do T 67 7 LU W I I I I I I I I I Im �o I I I I h S' E SCg 1139 WM=420 W 6' CPP SW IE=42S]6 / C a9 D-6 " CPP HE IE=@601 c 6 CPP W IE=426 ----_D - _---^^^---111���� D 0 - IT B IIF2)f11 426,I / l E IE=426�, STCB 2 RAb42912 OyI �' 5' IP W5 E L-ROpt TOP 2].0)INLET-426.87 STORM STRUCTURE TABLE STORM STRUCTURE TABLE STORM STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS STRUCTURE NAME STRUCTUREDETAILS STRUCTURE NAME STRUCTURE DETAILS CB-1 O RIM =424.40 CB-10 0 CO3 O RIM =422.99 CB TYPE IE=421.40(12'BE) 54'TYPE2 CB RIM =42399 CO RK SW) IE=415801(WE) N 16839fi86 IE=421AD (12" W) N16MI8.02 IE=416.60(36'SW) N168321.62 IE=415.00 (6" E) E 13ID205.33 E 1310233 01 E 131024923 CB-2 4 RIM=4].36 CB-11 C04 � 54"O TYPE2CB 54TYPE 2C RIM =44S64 CO RIM =43404 N 110111.1 IE 416150(3NE) N168313..8 IE=416.5636"S ( W) N1681M.9 IE=432.54WNE ( ) HE = 423.61 (8' BE) E i316t91.10 E 1310239.B4 E 1310084.95 CB-3 d RIM=42542 CB-12 5 CP5 O RIM=427.93 $4"TYPE2G 60'TYPE2C RIM =42320 GO N1883d5A1 IE=416.50 MYSWI CONTROL MH IE=416.60(36"SW) N168250.32 IE=426 (6-SW) E 13IDi80.5fi IE=422.09(12"W) N1MCI IE=416.50(12"ME) E1310145.09 IE=415.00(6"NE) E 1310246 60 CB4 C043 O7 CB-13 O RIM 54"TYPE 2C4 RIM =425.08 CO =4 RIM25.05 IE=IM=45.05 N 168340.86 IE=416.50(36'SW) 48"TYPE2 CB HE 414.42 (12' SW) N168360.65 IE=15.41 00(6"E) E 1310195.40 N 160323.38 HE 414.42 (12" NE) E 1310208.03 E 1310257.41 IE=41492 (6" W) a EX STCBCB-5 RIM=428.62 54"161 RIM 50(36- 3 RIM=42180 EXISTING TYPE CO STINGY PEE IE=425.27(ITBIG N31020.2 IE=416.50 (3fi'SW) C5.4 5 IE 418159(6'BE) N16837].13 IE=42527(12"E) E 1310202.24 CB-14 80'TYPE 2 CB IE = 414.05 (12' E) HE = 41750(12"NW) E1310096.70 GB-6 4 FILTERRA1 O6 TOP =424A2 RIM =424.59 N16A14]A1 IE 414.05(12"SAT 54"TYPE 2C IE=416.50(36'SW) E13102]fi.20 IE 4179]I6'N) K"W) 10xWFTIBC INLET =42442 N 1fi8332.55 IE=620 )1 (12"NE) IE 417,97 N16M31.16 IE=421.00(10"NW) E 13ID20908 HE 417.78(1F"W) E1310223.44 CB-7 O RIM =424.96 FILTERRA2 6 TOP =427,67 CB-15 3 RIM=419.98 CBTYPEI IE=420.92(10-BE) 48'TYPE 2 CB IE=413AQ(IT W) 4'x4'FTIBC INLET=427.17 N110212.1 IE = 420.84 (12- SW) N168348.82 IE=dt].81 (8"SEI N168210.98 IE=423.75(0"NW) E t310212.33 E 1310203.11 E 1310338.76 IE=413.43 (12" E) CB-0 a W' TYPE 2C RIM =424.48 FILTERNA3 O 12x4'FTIBC TOP=4127.61 INLET=427.11 CB-1fi RIM=416.90 N +6832840 IE=416.50 (36'SW) 48'TYPE2C IE 412.98 (12"WI N160336.90 IE=423.69112"SE) E 1310215.91 N160 3C2 IE=41288 (12"Ej E1310153.10 E 13193]345 CB-9 54"TYPE 2C4 RIM =424.45 CO-1 7 N 168324.25 IE=416.50 MY SW) CO RIM =43453 E 1310222.75 N168116.49 IE=429,83(6"NE) E 1310124.64 CO-2 7 RIM =427A] CO IE=415.00 (6" NE) N 16821966 IE-42575(6-SW) E 1310188 94 6CONG HE IE=43172 6' CONC SW IE-431.80 i SR, -LT 3AMP FG 426.84 -� ... (MATCH EX) 1 7-EXSTCBI // D C3.2 _D -: 0LF 17CPEP@351% 348 RIM-43025 ➢P E IE-42606 4061349 RM a 860 P NA IE=426.08 CPP SE E 425_ > NA C32 12" CPP E 42527 fJ ABANDONED sTDRM DRAIN J I e35 LF 12'CRI P@463% C3.2 FLOW DIRECTION � FILTERRA3 � D II S , G3.2 .63,l 0 1 CAP PIPE FOR FUTURE CONNECTION 26 LF IT CMP @ 0 00% 117 LF 8' PERF IWO @ 000% 42 1 I / / / 736 42 Co-2 I / FLOW OIREGTION 4 .81 / 3 b' W 428.10� C3.2 H 43 34 43456 (MATCH EX) L�436,40 CH 5 433 ]5� �FG: d33.]B / �43fi 06 (MATCH Z�CHEX) (MATCH EX) / 436.24 / / 435 65 434 CH EX) 4351 43570 437.49 435.46 0u2° I \ F I a37.6B 437. 1 T f- A 436,48 43562 0 OAF I $ od'b Rnow. WheiE bBIDW. imd° §° some. 1 1 REVISED PER CITY COMMENTS Call before you dig. T iL9` p DEL PROJECT 2170057.10 WAB 41 azwaare mn�vnm .. m.ra N0. REVISION KEYNOTES: LEGEND: 1 CATCH BASIN WITH 1 2 • STORM CATCH BASIN OTYPE HERRINGBONE GRATE CBS C5.4 STORM MANHOLE 1 CATCH BASIN WITH 1 1 OTYPE SOLID COVER C5.3 C5.4 A STORM DRAINAGE CLEANOUT TYPE 2 CATCH BASIN WITH 0 DETENTION TANK ACCESS RISER 3 O 2 2 HERRINGBONE GRATE C5.3 CSA -----GB -GB GRADE BREAK D� STORM LINE OTYPE 4 2 CATCH BASIN WITH 2 3 ROUND SOLID LID C5.3 C5.4 - PERFORATED PIPE STORM LINE O5 FLOW CONTROL MANHOLE 1 ID LARGE DIAMETER DETENTION PIPE C5.8 XXX CONTOURLINE O6 FILTERRAVAULT56 C - - - - pROPERTYIRIGHT-OF-WAY LINE NOTE O STORM CLEANOUT e SEE SHEETS CST AND CBS FOR GENERAL STORM DRAINAGE C5.4 NOTES. 42500 )0 LF 6"11 1 Q\ X \1 O BIKE DETAILED GRAT C3 DING DETAREO GRADING �FG{42243 `.II` THIS AREA (M1'A�CH EX) 62 LF 12'CPEP A 100% 35 LF 12' @ 1.28 I O 1 1 \ C32 C3. C&15 GB-7 8LF 10"PVC @1. I, 6LF 2"CPEP@2, FILTE Rq1 8`LF VC 31LF12-CPEP@1.21% CBS @ L00% --'- CB-9 CB-13 1 „1 F CB 10 CO.3 17 LF IT CPEP@11.97% C32 V STCB 1083 RM=421J4 12' CPP Nt IE-417:92 / I CB-12 12 CPP . wE 07.92 \ / ST R 966 RIM-423.C3 i CONC HE E-416. 76 i 4 CONC 5 E-41749 / I i 12' CONC NW IE-41688 LADDER SE / \ s ro IC55 RIM-47125 / ... r, _ C55 / 1�1 120 LF 6" PERF PVC @ D.OD % 1 6"PVc@100% N TORA�t0 l"..,:y GRAPHIC BCALE za 40 0P- �10 IL " 1"=20 FEET v/zP / F431.25 \ \ 13.47 /31 82 - 13.56 430.76/ /a 432.E 430.14 431,47 43105 -\TV/ 434 432.09 FDLIANSBEE _ .,.: CITY OF W�. 'R RENTON DATUM BITS )O/17 SMC Planning/Building/Public WoMs Dept, BY DATE APPR ten, R-395905 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING, SURFACE WATER UTILITY IFitz-James C I rstraka 07/21/2017 LINDBERGH HIGH SCHOOL SOUTH PARKING LOT IMPROVEMENTS RENTON SCHOOL DISTRICT GRADING & DRAINAGE PLAN 06/08/201 C3.0 7 GENERAL NOTES: rn LO 1. FOR BEDDING AND BACRFILL PIPE TRENCHES DETAIL SEE DETAIL 40N SHEET CES. T DO 2. ALL STORM PIPE SHALL BE LINED CORRUGATED POLYETHYLENE PIPE OR AS ALLOWED BY THE CITY 6 OF RENTON 2016 DRAINAGE MANUAL UNLESS OTHERWISE NOTED. 3, SPOT ELEVATIONS AND CONTOURING SHOWN REPRESENT FINISH GRACE ELEVATIONS. SUBGRADE Q ELEVATIONS WILL VARY DEPENDING UPON TYPE OF SURFACING REQUIRED. REFER TO LU SPECIFICATIONS FOR TOPSOIL AND MULCH DEPTHS. 4. MATCH EXISTING EXISTING G. VERIFY EXISTING GRADES AT 5, EPRIORGRADES RDERIN MATERIALSH INTERFACE PRIOR TO ORDERING MATERIALB AND CONSTRUCTING. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED GRADES PRIOR TO CONSTRUCTION ACTIVITIES. CONTACT ENGINEER IF PROPOSED GRADES ARE BELIEVED TO BE IN ERROR. 8, SEE SHEET C5.3 FOR STANDARD SURFACE WATER PLAN NOTES AND CONSTRUCTION SEQUENCE. n 7. FINISHED GRADES ARE INDICATED. CONTRACTOR SHALL EXCAVATE AND FILL TO ACHIEVE PROPER SUBGRADES. z if 8. ALL FILL MATERIALS SHALL BE PLACED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. J.I e. ADJUST EXISTING UTILITY LIDS FOR FINISHED GRADE. i 10. CATCH BASIN TYPE 1 PER CITY OF RENTON STANDARD PLAN 20000, SEE DETAIL 1 ON SHEET CS 3. s 11. CATCH BASIN TYPE 2 PER CITY OF RENTON STANDARD PLAN 201.00, SEE DETAIL 20N SHEET C53. 12, CATCH BASIN INSTALLATION PER CITY OF RENTON STANDARD PLAN 202.00. SEE DETAIL 30N SHEET C5.3. J .3 13. RECTANGULAR FRAME PER CITY OF RENTON STANDARD PLAN 206.00, SEE DETAIL 40N SHEET C5.3. z_ 14. RECTANGULAR SOLID COVER PER CITY OF RENTON STANDARD PLAN 204.10, SEE DETAIL 1 ON Y SHEET C5.4. s L15. ALL ONSITE TYPE I CATCH BASINS SHALL HAVE HERRINGBONE GRATES UNLESS OTHERWISE INDICATED. RECTANGULAR HERRINGBONE GRATE PER CITY OF RENTON STANDARD PLAN 204.40, T SEE DETAIL 20N SHEET CE4. FG: 4: FG: 42 (MATCH 16. STORM ROUND FRAME AND COVER PER CITY OF RENTON STANDARD PLAN 204.50, SEE DETAIL 3 ON SHEET CSA. 17. MISCELLANEOUS DETAILS ON DRAINAGE STRUCTURES PER CITY OF RENTON STANDARD PLAN /// 204.80, SEE DETAIL 4 ON SHEET C5 0. 18. ALL DISTURBED SOILS IN PERVIOUS AREAS SHALL BE AMENDED IN ACCORDANCE WITH THE SOIL AMENDMENT STANDARDS FOUND IN SECTION C.2.13 OF THE 2017 CITY OF RENTON STORMWATER MANUAL. N 0 GRAPHIC SCALE 0 5 10 20 1' =10 FEET R-395906 IN COMPLIANCE WITH CITY OF RENTON STANDARDS IFi[z-James 07/21/2017 %1 0. FOCulusocc e. scHENO CITY OF L PARKIN H HIGH SCHOOL os/oa/2o17 SOUTH PARKING LOT IMPROVEMENTS W • F. xATow4 RENTON RENTON SCHOOL DISTRICT m Knowwhafa bBlOW. imp° 1 REVISED PER CITY COMMENTS BJS ]O4TEAPPR SMC� DATUM Q Cell before you dig. Toxsa mjl'Y TIC „^„„,,,,„Tw.m� No. REVISION By DA"` FI`RST .�, PI°^"'"e/eNnemy/P"m�C wOns DePc.ENLARGED GRADING PLAN C3.1 Z AHBL PROJECT 2170057.10 TIs. COMFORT '�'6 17 J F� 30 DO U) LA M v Q 425 LU 1 420 1 415 : 1 410 1 405 FINISHED GRADE OVER STORM LINE _ fftp EX STCB 1349 Cp _ _. 88LF12^- _ _ — _ _ — _ _ _ _ RIM 42802PE 1 CR -. - CPSTM@4.51^% IE.4252712"(W)(EXISTING) IE 425,2712' (E) STA:-0+00, 0,00 _ \ -\ 35 LE 12" GPEP STM@ j .N% IF 4 CB TYPE 1 RIM: 42440 ' 62 LF 12"GPEP STM@1,00%- IE 421,4012'ISE) eTA. 1+10.41, o 00 C9-14 6 V A tr fi421 CB RIM 7-- C54 \2 M 8,586 pe 16 E'. 4t8588'_(SE)(E%ISTING) 48 TYPE 2CB\ IE'. 4140512'(E) C&15 �EA11698 W \ \ \03 IE'4140612-(SW) 48 41998 B ( ) NG _ EXISTINGGRADEOVERSTORM LINE IE 4175012-NVV) RIM418.88 IE: 412,9812"(E)( EXISTING) \\ STA 2+94.37, 0 00 - FINISHED GRADE OVER GTORM LINE IF 414306"(N)(EXISTINp) IF 41J151 F(SED IE 414.3012"( IF AIq A16 (SE)ZEXIBTIRG) S 1,96 9,000EXISTNG) S g5P37 D BTA11+96.89, 0.00 STA) 5P i]. R00 0+00 0 % 1+00 1+50 2+00 2+50 3400 STORM DRAINAGE PROFILE 1 1 H:1•=20'V:1•=4' 1 435 1 430 1 425 1 420 1 415 1 410 ISq EXISTING GIR)ODE OVER STORM LINE lF6^PERF PVC STM@J.96Y FINISHED GRADE OVER STORM LINE GO-0 1_ RI BTA: 0+00, 000 — DETENTION TANK C55 OJ EXISTING GRADE OVER STORM LINE CO FINISHED GRADE OVER STORM LINE RIM: IF 4: HE 4' STA. ae 0+00 0+50 1+00 STORM DRAINAGE PROFILE 3 NOTE: 1. SEE SHEETS C3.1 AND CK3 FOR GENERAL STORM DRAINAGE NOTES. U." Kn w. you Call before you dig. Call efom DEL PROJECT 21 ]005J.10 RIM'42505 IE: 415.00 6- IE:415.006- 1+50 2+00 2+50 3+00 430 430 425 425 420 420 415 415 410 410 405 405 435 430 425 '1 420 I 415 ACCESS HATCH STA 0+53 50, Y00 RI16 016 2543 E 4,00 60" (NE) IE: 4160060"(SW) IE4165012"(NW) SO LF BO'CLAP STM®000% 50 LF 80"Ch.1P STM@G00% CB-2 RIM: 427 W 60'TYPE I CB EXISTING GRADE OVER STORI FINISHED GRADE OVER STORI 17LF 12- CPEP STM @ 4W TYPE 2CB A LINE A LINE 1.97% Y II L e14 STA.O+W, 0.00 BTA I+07 006 IE 4144212'0.. RIM:4 4i66B36' 3.28 IE:414.4212-(NE) EXIBTIIN G GRADE OVER ORM LINE IE: 416.5012' NE) STA: 1+24,W UK FINISH D GRADE OVER S ORM LINE ae <e ae a 0+00 0+50 Wo 1+50 STORM DRAINAGE PROFILE 2 L Ha•=z0'va•=4' 430 425 420 415 410 EXISTING GRADE OVER STORM LINE FINISHED GRAFF OVER STORM LINE R—\ I STA: 0+0o,1a oo ONLET9.11 <4236912' (SE) SLF 12' GPEP CB ca-s CS-10 54• TYPE 2 Ca _ STfc 0+37,13, 000 CB£ Ca-11 _ RIM: 42542 Ca-0 CB-12. - lE'. 422.09 lZ"SW� IE: 422.091T'(V.) CB< CB e-e6 0+50 1+00 010 STORM DRAINAGE PROFILE 4 4 11:1'=W VA'=4' _ilm W Y_ L7 O u"BBEE z CITY OF a 50HEN0 R RENTON C KATONA DATUM sume1 REVISED PER CITY COMMENTS BJS 70117 BMC Planning/Budding/Public WoMs De t. w. FIERSTP mXV4V m ma a aam.r. N0. REVISION BY DATE APPR c nnucnRr u� 430 425 1% uo O co N O 420 U 415 410 405 425 Ir IL 420 to Z W C 415 L W O Q IL G 410 G R-395907 ` IN COMPLIANCE WITH CITY OF RENTON STANDARDS C DEVELOPMENT ENGINEERING (Fitz -James 07/21/2017`R SURFACE WATER UTILITY rstraka 07/21/2017 � LINDBERGH HIGH SCHOOL 06/05/2017 SOUTH PARKING LOT IMPROVEMENTS 1.L RENTON SCHOOL DISTRICT STORM DRAINAGE PROFILES C3.2 , Lh 0 0 W I I I I I �n ix// 13, °l RUT /f `RLCK PROPOSED LEGEND: 211 KEYNOTES: LIGHT DUN CEMENT CONCRETE ACCESBLEC5.1 O VAN ACCESSIBLEPIARKI GNSIGNI C5.1 LIGHT DUN ASPHALT CEMENT O PAINTED CROSSWALK 4 C5.1 O SIGN 'KEEP RIGHr PER R4-7 OF WSDOT SIGN FS FABRICATION MANUAL HEAW DUTY ASPHALT CEMENT 3 SIGM"LEFT TURN MUST TURN LEFT"PER C51 O R3-7L OF THE WSDOT SIGN FABRICATION MANUAL ASPHALTOVERLAY e O SIGN:"RIGHT TURN ONLY'PER R3-5R OF ALTERNATE BID ITEM I C5.1 5 THE WSDOT SIGN FABRICATION MANUAL SIGN: "LEFT TURN ONLY PER RML OF THE / X ALTERNATEBIDI�TEM2 C5.1 O6 WSDOT SIGN FABRICATION MANUAL AND 'EXCEPT BUSES' PLACARD BELOW. 5 SIGN: 'DO NOT ENTER' PER R5­1 OF THE EC EXTRUDED CURB D.51 T WSDOT SIGN FABRICATION MANUAL Lxc EXISTING CURB TO REMAIN O 4- SOLID WHITE PAINT LINE, TYP PC 0' RUSH CURB O9 RC REPLACE EXISTING CURB IN KIND 4- DASHED WHITE PAINT LINE REPLACE EXISTING DAMAGED CURB 9.2 4- DASHED WHITE PAINT LINE RCi IN KIND, ALTERNATE BID ITEM I BID ITEM RC2 REPLACE EXISTING DAMAGED CURB 10 4- SOLID YELLOW PAINT LINE IN KIND, ALTERNATE BID ITEM 2 NPE 15 TRAFFIC ARROW (AH TG CEMENT CONCRETE TRAFFIC CURB C51 it WSDOT STD PLAN M-24.4002 TYPE 1S TRAFFIC ARROW (AH X 11t WDPLAN M-244092, CHANGE IN CURB TYPEBIDD ITEM ITEM1 12 TYPE 2SR TRAFFIC ARROW(R N xxx WSDOT STD PLAN M-24.4002 E xxx COORDINATE AT CENTER OF ARC TYPE 2SR TRAFFIC ARROW(R f21 WSDOT STD PLAN M-24.4002, BID ITEM 1 PLAN NOTES TYPE 2SR TRAFFIC ARROW(R f2 WSDOT STD PLAN M-244002. 1. PROTECT EXISTING CURBS AND PAVEMENT FROM DAMAGE BID ITEM 2 DURING CONSTRUCTION. 13 TYPE 2SL TRAFFIC ARROW OLD WSDOT STD PLAN M-24.4002 2. ALL PAVEMENT ARROWS PER TD UNLESS OTHERWISE O TYPE 28L TRAFFIC ARROW(LE fat WSDOT SPLAN M-2440-02. NOTED. C5.2 BID ITEM 1 3. ALL SIGNS PER C52 UNLESS OTHERWISE NOTED. O TYPE 2SL TRAFFIC ARROW(LI f32 WSDOT STD PLAN M-2440LO2, BID ITEM 2 8 X 14 WHEELSTOP C5.1 % -- aLT RPMF RC X N 168 30 X 1 2 E 1309882. ,... N 13098063 RC I E 1098.9 N 181 44 2 309309811.4 I E 1309811 � 11 y \ R2a 00' C R10000' E R20.00 N 1681M 92 E 1309823 61 1 N 16816545 N1681M 37 /r\N �! \ E 1309810.80 E 13098N 29 TTT N 16816,113 1 E1309799.78 Knowwhat'a below. Dell before you dig. AHBL PROJECT 211005) N 168129.62' E 1309911.11 R12500' 92 RC RC2 6814N 8 � EN 116180014101..35R601 �V99T983 �J 11 N 10 ,3 R15. `0 11 N 168115.10 ©ma �C X �E N011381033]NI 8 4E 13100 R OjJOB R00002� N 15812353 13 -1-�E 13f0000 30 er. GWPHANc W\OLUMN j/ N x x A� - q R4 00' m x N 168344.87 E 1310213.39 x + A 165330.34 A E 1310214.16 O N 168339 ]] /p)^[/y,/J��\ R10.D0' E 13101fi0.22//V eC $ / R2000' 0 x N 168184 82 2 E 13101810184.26 N 168167 69 p x�fE131017390 - i tldl Vl Lb.� R39 06 N 168132 80 E 131010019 600 16828871 1310247.49 N 0 GRAPHICSCALE 0 10 20 40 1"=2� R-395908 IN COMPLIANCE WITH CITY OF RENTON STANDARDS N 168112.58 E 1310112.57 �N 168135.621 E 1310154.41 ' IYIIZ-JBD12S U//Ll/LUl / vi o. FOLIANSBEE .,: � DATUM CITY OF RENTON PlnRnmy/Ranemy/P mfc wens DePc. LINDBERGH HIGH SCHOOL SOUTH PARKING LOT IMPROVEMENTS RENTON SCHOOL DISTRICT PAVING & HORIZONTAL CONTROL PLAN 06/0e/201 e. scHENO F. KATONA C4.0 C� w. FIERST REVISION I BY I DATE I APPR `°"^� enucnR ��y 7 :L CLASS 4000 CEMENT CONCRETE PAVEMENT I 1 HMA CLASS WT. PG 6 22 O) J— (h CRUSHED SURFACING O TOP COURSE PER WSDOT CO c) TOP Q GEOTEXTILE FABRIC W 6"MIN GRAVEL BACKFILL FOR CHAINS \\\ WSDOTeL3.12(4) \\\\ \\\\\ \\\ 6" PERFORATED PVC PIPE fi" \\\\ /\ WHERE SHOWN ON PLAN "\"\�\\ COMPACTED SUBGRADE TO 95% 16" 16' n NOTES: z1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS. 1J 2. THE CONTRACTOR SHALL EXPOSE EXISTING FILL, PROOF ROLL 2 AND COMPACT TO 95%, IF YIELDING CONDITIONS ARE if 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 1PAVEMENT SECTION NOT TO SCALE 1-12" R (TYP) DEPTH OF THRUJOINF- 1"R (TYP) —\ NOTE: THE ADHESIVE SHALL MEET THE REQUIREMENTS OF SECTION 9-26.1 FOR TYPE -II EPDXY BONDING AGENT ADHESIVE, SEE NOTE EXTRUDED CURB 5 NGT TD SCALE fL ®w BOTTOM OF SIGN I4301ASIGNATVAN ACCESSIBLE STALL In 2" DIA GIP SON 40 PROPOSED GRADE AT FLOOR OF PARKING SPACE CONCRETE ACCESSIBLE PARKING SIGNAGE 8 NGT TG $DALE BASE COURSE PER WSDOT 9.03-9(3) - GEOTEXTILE FABRIC COMPACTED SUBGRAOE TO 95% NOTES: 1. DEPTHS ARE COMPACTED THICKNESS. 2. DUMMY JOINTS CONSISTING OF 3116'BE2" PREMOLDED JOINT MATERIAL SHALL BE PLACED AT MAXIMUM 18 FOOT INTERVALS. 3, PROVIDE A TOOLED CONSTRUCTION JOINT AT MAXIMUM 6 FOOT INTERVAL. 4, THE CONTRACTOR SHALL EXPOSE EXISTING FILL, PROOF ROLL AND COMPACT TO N%. IF YIELDING CONDITIONS ARE ENCOUNTERED, YIELDING MATERIALS SHALL BE REPLACED WITH IMPORTED STRUCTURAL FILL MATERIAL. THE DEPTH OF MATERIAL REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER. LIGHT DUTY CEMENT CONCRETE SIDEWALK SECTION 2 NOT TO SCALE 6'-0 9" O 1"DIA HOLES 3:1 SAND & CEMENT 3" MIN. GROUT I - DEPTH NONSHRINKGROUT (2)314 BARS 1 �4112' p MIN. 2' CLEARANCE (TYR) �I I� (2) on BAR 3 0- 0' MAX, NOTES: REFER TO PLAN FOR LOCATION OF WHEEL STOP$. 6 "nLSTOP NOT TO SCFlLE L HMA CLASS VIO PG 64-22 CRUSHED SURFACING TOP COURSE PER WSDOT 9.03A(3) CRUSHED SURFACING BASE COURSE PER WMIN \VAA AVA WSOOT9-03-9(3) \\\\ \\ GEOTEXTILE FABRIC \\\\ GRAVEL MORRILL FOR DRAINS 6' ,\\ \ \ WSDOT 9-93.12N) 6- PERFORATED PVC PIPE WHERE SHOWN ON PLAN 16 COMPACTED SUBGRADE TO 95% NOTES: I. 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 3 NOT TO SCALE FACE OF CURB 6S' i' 515"1IY'R 15 R TOP OF PAVEMENT 6 � 81/4' � 0CEMENT CONCRETE TRAFFIC CURB } HMA CLASS M INCH - PG (4-22, WSDOT 54)4 TPETROMAT FABRIC EXISTING PAVEMENT EXISTING SUBGRADE NOTES: 1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS. ASPHALT OVERLAY 4 NOT TO SCALE R-395909 IN COMPLIANCE WITH CITY OF RENTON STANDARDS IFitz-James 07/21/2017 L4w F� 00 N O IL O f\ IT �. caJu CITY OF LNDBERGH HIGH SCHOOL os/os/tan � O [ e. scHeno —R RENTON SOUTH PARKING LOT IMPROVEMENTS W s 0©00 .�. F. KATONA RENTON SCHOOL DISTRICT m Know whaPsbelOW. eol0 t REVISED PER CITY COMMENTS BJS ]OH] SMC � DATUM Q Callbefore you dig. ss seeaP Planning/Budding/Public Works De t r e axA m )� W. FIERST° PAVING NOTES &DETAILS 1 C5.1 Z AHBL PROJECT 2170057.10 NI) N0. REVISION BY DATE APPR 5, COMFORT �'9 �1] J EA An M 7 w 1-- r F� d "NE LINE MARKING T•_a. STANDARD VFHICIE WHEEL PATH J' Av M1311N. MIN. P ACP CLASS' MIN. MIN. s• CRUSHED 2CLASS 'B' SURFACING TOP COARSE Y SAM T AND REMOVEEDGE OF PAVEMENT, OR QtINO, SEAL VAT1 EDGE OF CURB & GUTTER. AR ODO OR CENTER OF LANE LINE MI MIN. CRUSHED ROOM FOWABLE FILL OR AS REWIRED BY ENGINEER YANIMUM ACP GLASS IV w S'SHALL BC ACCESPAL/MNOR/oaJECTUR ARTETMAL sTRm& R1 s AMORAL S STREETS - E' ACP Cu55 i w 1D. BORDER& ACCESS STREETS - r ACP CLUB w'B'. NOTE: UPON REQUEST OF ENGINEER. NEW ROADWAY PAVEMENT OECDON MAY ING PAVEMENT VEDUSING ING£ Al�OYID METHOD FOR YYPECLL LONLTNDMLL PATIS AND OVEMAY FOR FTFIa®E PAYMMXT PTED mmFUNK mmm s EV19 1 I AM. MAI PON Be PAOEFOO2 1' I' 2.5' 1' I" MIN IMINr MIN �MIN MIN S'Cvs 2"TO 5'C W CI 6.5' MIN, 2' DEPTI OF GRIND OR GAMUT AND REMOVE I..065' MINA.{ MIN IMINI MIN IMINIMIN 2' CLASS CRUSHED ROCK, PLOWABLE FILL OR AS REQUIRED BY ENGINEER ' FOR MINIMUM STANDARDS, SEE DWG# HRI $P PAGE H032 RB OR VEMENT LINE OR NE Y CLASS' CRUSHED SURFACING TOP COURSE TYPICAL MUNBYERSE PATCH FUR PISAUD R PAWMCXT ADOPTED MY Are. MCO TYPICAL LONGITUDINAL PATCH AND OVERLAY TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PIT IT aaaR[fj a __ FIOIMTIMOOM Etia'#Ffl1 YETLL ROL[OR2YYIWIR{t SIGN PUBLIC NORKS MILD DEPARTMENT (AM 11 All c A. CENTER CENTER IN AM MINE E s wBE PEx SIPoPE TYE TIRE TYE TIRE TYd W TYPICAL 4-1-ANE ROADWAY CONFIGURATION NC}E: FOR PoIMWAYS WITH MORE OR IBE LAMES, TIE SAME COURGURARM APPLIES. KEEPING TIE T1ER4gPU511C/PMJTED MARS CENTERED ON THE IOHE LINES AND Y THE CENTER OF TMVEMFD PORTION OF THE VNE TO MINIMHE THE YEAR ON THE THERMOPUSTIC/PLANT. PUDLIC MASS I THERMOPLASTIC/P)MNTED DEPARTMENT CROSSWALK FOR FLEXIBLE PAVEMENT PAVEMENT SIGN MOUNTING ON SINGLE METAL POST THERMOPLASTIC PAINTED SIDEWALK NOT TO SCALE NOT TO SCALE 3 NOTTOSCALE 4 NOTTOSCALE me>eLAYm Y.xMAx�M. MIA 0 WIN a ormostim wmmmmm ffmomms Fmommti marliiiimmmm orlsiimmumm MIAEIIMUMEE 0 all Mason ME AN Mason Im ,r.eRLARmMAxRAMRMX PAVEMENT ARROWS 5 NOT TO SCALE s�o MOTS KmCWly Dellll befo before you dig. HBL PROJECT 21 17 )005J.10 p !W IS%MROL YIIRxIXOOM IMPAIRING aRxxY9 FORME Law3PRYOANIOWra x araxoRPLANu RD x 11141NwDo2 a a TAJOMA-SIAT E-SCOKANE DOPUBM ma TI anmom N0. D. FQLIANGBEE �^"-^^,; DATUM CITY OF % RENTON Planning/Building/Public Works Dept. a RC"E"° F. KATQNA �J )MMENTS BUS )Ol1)MAPPR uM cs REVISION BY DATE c PAVAIRF R-395910� IN COMPLIANCE WITH CITY OF RENTON STANDARDS (Fitz -James 07/21/2017 LINDBERGH HIGH SCHOOL SOUTH PARKING LOT IMPROVEMENTS RENTON SCHOOL DISTRICT PAVING NOTES & DETAILS 2 06/05/201 C5.2 In M O w w �m 0I, Be PRECAST Spear Xa wnm syn mmormn na AlOW enw m mo w AN bnn wu mR. mug n .m menme B. s�meyrd„aaarw% wamarv.uauewnn ma wNawihnrub nnv4pzv pmowk z. NNum," HAvp w4embaNMM4nb Ws [b4. RCN8ABAC b, 6THAS Y AN F mN F mda ABAK HONEST � SECTION PUBLIC WORKS' CATCH BASIN TYPE 1 DEPARTNENI M. PLAN — 200.00 MARCH 2O08 CATCH BASIN MUSICIANS GISH DWAIN, REACH, WAS ABC BASE, �mlloBm� [DITCH, 3 r IT mr IT m w RIF Or on on NOTES �. dmvnq W r mee mdud RrimeABA, FINISH M w d % AnuilmBmiwlce Pcw.mmhmedern�w.msmaw w Btiis B35Wid�w®x dm xaeweminmmarmmmvvan PIPE VAL�WANG" PUBLIC WORKS CATCH BASIN TYPE Y DEPARTNCFT NAIyCB 2000 CCITT I THE iMrLPeINCH 3� NOT IN CHOOSE TO ROMANCE WEELTE }I� 9�BF6/3�wB91N THREATS [iGAEROR'ion� nw Xn N� gyyyWEAPO t'Fw ARCAIV wMWlip�iWilfMbIY MMIMAINW. r i u�o nfl RPMW rtNdVORdY IMIema FOR t vr.l .xxlwwt®bntiGvrnxweaubm PUDIC FOR® PJITIIII WIN INBTAILILTION OEPANN16M1' Flil•JW1'Q%'�Nf. i MARCH ASCII ocauii'�� 0 TWO, IS Q MOIN a �ndmf'ebYgredmwmarWaN3! r 31'ggear _ Nelymewlni n.trvivam. wnavwemnCelkfmA a. munim m m�caa^e.m.rNzlbmbvi IF PUEUc WERE RECTANGULAR FRANCE DEPARTMENT I ry= CATCH BASIN TYPE 1 CATCH BASIN TYPE 2 CATCH BASIN INSTALLATION RECTANGULAR FRAME 1 NOT TO SCALE 2 NOT TO SCALE � NOT TO SCALe � MOTTO SCALE SURFACE WATER STANDARD PLAN NOTES AND CONSTRUCTION SEQUENCE 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 13. ALL SEDIMENTATIONIEROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE, THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE c. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, APRE-CONSTRUCTION MEETING MUST BE HELD EROSION HAS PASSED. DESIGN MANUAL AND, IF NOWMETALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. ACCEPTABLE DETECTION. 14. ALL RETENTIONOETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL 0, PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE(RMC), THE LATEST EDITION CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT. SURFACE WATER UTILITY INDIVIDUAL LOTS. OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE SECTION, C THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE L ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. OMISSION OR VARIATION FROM THE MOVE REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS SHALL BE AT NO CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE g. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE ADDITIONAL COST TO THE CITY. NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM SHADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE VALVE. 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.UHE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. NY DEVIATION FROM THE APPROVED PIANS 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 APPUCANTSICONTRACTOR'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, NY 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 STANDARD PROCTOR. TO 95 PERCENT DENSITY, 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 MIT THE CITY OF RENTON TRENCH RESTORATION STANDARDS. Knowwhat'a bBlOw. Call before you dig. AHBL PROJECT 21700 7 SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "P, WITH THE EXCEPTION OF PVC PIPE. 16, STEEL PIPE SHALL BE ALUMINIZED. OR GALVANIZED WITH ASPHALT TREATMENT#1 OR BETTER INSIDE AND OUTSIDE. 9, ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTIONIDETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 20, ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAYTO 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: 4-8INCH ROCK I40-70%PASSING; 2-4INCH ROCK I30-40%PASSING; AND LESS THAN 21NCH ROCK I10-20%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 UTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: e. 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 N APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. IN OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE-FOOT-HIGH,2'X4' STAKE MARKED 'STORM' OR 'GRAIN". THE azwaare mnvn�r.. Owx n&M rAB103. I No. I REVISION I BY I DATE I APPR IIIO. PLAN — 8WA0 MARCH 2000 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, BRAIDED, 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; MENDED 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 ANDIOR 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. FIAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, ND 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 WSOOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA TARA) SHALL COMPLY SSURFACE WATER DESIGN WITH MANUAL ANID AL AQUIFER ROTEREQUIMENTCTONTHE EGULATIONS R-395911 (RMC 4-3-050). IN COMPLIANCE WITH CITY OF RENTON STANDARDS �� DATUM w,ar ONE ME, (Fitz -James 07/21/2017 ISURFACE WATER UTILITY QI rstraka 07/21/2017 CITY OF LINDBERGH HIGH SCHOOL os/05/201 RENTON SOUTH PARKING LOT IMPROVEMENTS XF RENTON SCHOOL DISTRICT PIIIIINm g/RNnemg/Pumfc wOnA DePc. DRAINAGE NOTES & DETAILS 1 T w Ti w w m 0 Z J In M 7 w W g �'muxn iorev R J o 000w � 000 menw � ROTES ShMand SRI om uera®e�mh� _ o PUBLIC Won$ RECTANGULAR "LID �' PLW — 70 v v DEPARTDBMf METAL COVER SASCry 200E RECTANGULAR SOLID METAL COVER 1 NGT TG SGTLE CAST IRON RING AND COVER TOP NOTES PUBLIC WORKS RECTANGULAR DEPARTMENT HERRINGBONE GRATE r ;l O M. PIAtl — MILE NARCH 2008 n Ci1LE RECTANGULAR HERRINGBONE GRATE L NOT TO S EXISTINGT N 38 `Jd \ DER RING: SEWER(SEWER) ,7�\\\1 STORM (CO) 12' CPEP -10 WIDE BORDER 52° 1 121° EXISTING tY' J \ 97" EXISTING 6- 1 0 NOTES: 1. PIPE MATERIAL AS SPECIFIED BY THE ENGINEER. 12°0 PLAN AT ELEV 417.5 TO 419.1 2. PIPEDIAMETERASSHOWN FIBRE JOINT PER PLAN. PACKING N 0.5° 1l le) D BEN 122" �` LADDER I" 2"CPEP TWO V129- - -_ -- - —_a PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS ". PLAN AT ELEV 414.0 TO 415.1 STORM CLEANOUT 5 NGT TG SCALE N C0 lmqo _ �° nH mvA od 'b Call before you dig. DEL PROJECT 2170057.1E MAL 41I azwaWre COCVTM . 00m wm FNIO CB-14 PLAN 6 SCALE 1"=5' ��� OYulDO w KEM FARM SECTRE! VIM PUBLIC WORK2 STORM ROUND FRAME AND COVER M. PUS — GRAM v v DEPARTMENT YMCH 2008 SUM ROUND FRAME AND COVER J NOT TO SCALE REVISION I BY I DATE I APPR DATUM omw� Yr}VPF—{ ll PMFMvcRTm u•EM TYPICAL ORIENTATION wxavw`v`e S uu FOR ACCESS ARE STEPS HAT RAN 701, 1pmm ��,A cwcwxRwulr—r "CTANOuw AaRN wExnon PUBLIC WORKS MISCELLANEOUS DETAILS FOR �' PGN - SRAM DEPARTMENT DRAINAGE STRUCTURES yppCry 200E MISCELLANEOUS DETAILS FOR DRAINAGE STRUCTURES 4 NOT TO SCALE CITY OF ' RENTON Planning/Budding/Public Works Dept. R-395912 IN COMPLIANCE WITH CITY OF RENTON STANDARDS (Fitz -James 07/21/2017 SURFACE WATER UTILITY rstraka 07/21 /2017 1110 mm LINDBERGH HIGH SCHOOL 06/05/201 SOUTH PARKING LOT IMPROVEMENTSFAR RENTON SCHOOL DISTRICT DRAINAGE NOTES & DETAILS 2 C5war.4IT :E a w W m 0 Z J Lo M O 7 w W Fd f DETENTION PIPE SYSTEM PLAN NOTTaHALE ACCESS RISER PER 2.0 AIR VENT CONNECT TO CONTROL MANHOLE M' CMP PIPE TO MANHOLE PER PLAN IE=416.00121CMP DS'DEAD IE 416.SOTYP. STORAGE w"m 16" DETENTION PIPE SYSTEM TYPICAL SECTION .w 1. ALL TANKS CMP, III 1'.(16 Ga.). m > ATS=0.0%. ALUMINIZED OR CROWN AT U GALVANIZED WITH TREATMENTS I, EL=421.00 2 OR S. *ffe�ff�ff�ff F � GRAVELBACKFILL FOR DRAINS - WSDOT M3.12(4) GEOTEXTILE FABRIC 6 PERT PVC WHERE SHOWN ON PLAN 5@12"oc. SHORT (4101 tops CL ORS TOP &BOTTOM BOTTOM BOLT -DOWN PER WSDOTULAR YPICAL) LONG BARS PANDLAN COVERPER WSOOT STD } PLAN 8-30.70L3 III � � ~ (4)#5 TOP& BULLNOSE RADIUS LOAD TRANSFER SLAB 3b' BONG BARS OTTOM TYP.451DE5 rc 4' STYROFOAM MAT CUTOUT LADDER LATERAL / U LID OPENING SUPPORT SECURED CONCRETE [y HMq PAVEMENT TO APEORRIGER INCREASE DEPTH 1\, a -- — AS APPLICABLE, 4' L �" pO MAX SPACI 21 RAIN. AS REQUIRED TO "^.- CRUSHED SURFACING EASE 2RE0'D MEETVERTICAL _A " COURSE It It STEPS ®1Y' OA. 11 1 \ ELEVATION OF THE Ab @ IT O.O. EACH WAY ACCESS RISER It ✓�✓ 6" MIN 36.0 CMP RISER WELDED TO It MIN. CMP DETENTION TANK FOR ADS N-12 PIPE. PROVIDE 36"RISER 1 \i / KSDIAGONALS FUSED TO DETENTION TANK BY f—I ft- — + — y} IJ. TOP&BOTTOM MANUFACTURER 1-1—� 4— Z j_ 1 IA 64a-� vaxro�m �' m. w.ea��x wnwoN M.m .a g L m� �m � wm.r.w wP.tnImIaiu wwe tAaDN)T11 'A a:NNflaYam.�� dI m AON N.NM MW In NI,NNHII nauuHc n M INNw1101Ir q�nw nAemtit� �Pn�Pw+'d+wm xmeeww Gmempm+mww�wwm.mww .naawe amaerta. W"e.xnemwmwiwaw «mmy,w Wd0.«wm�A *mew ��4o�aNm xtl'u.oq,mNgwe4wpi gnteartNI Wuafercmipo-n lxmnNw/nl wagMbbel Pp a6e Mb POBW[NORI(5 PIPE COMP/LCTIOM 8N. PIJII — 290.00 C.P. OE816K AKO BACKPILL yyCH 2008 PIPE COMPACTION DESIGN AND BACKFILL EDGE OFSLABSHALLEXIEND (COR STD. PLAN 220.00) PAST EDGE OF TANK ANDIf SHALL NOT REST ON PIPE 4 NOT TO SCALE PREFABRICATED LADDER (WSDOT STD. PLAN NO. B-30 90-01) ATTACH TO LOAD TRANSFER SLAB. TYPICAL- FOR ALL PIPE TYPES 1 NOTES: L 6-0" 1. LOAD TRANSFER SLAB IS REQUIRED ON RISERS LOCATED WITHIN PAVED AREAS. 2. LOAD TRANSFER SLAB SHALL BE OMITTED FROM RISERS LOCATED WITHIN RAINGARDEN CONCRETE:4W0 PSI MIN. @ 28 DAYS 6 SACK MIX REBAR 3. ACCESS RISERS ARE SAME MATERIAL AS DETENTION TANKS. GRADE 60 4. ACCESS RISER SPACING 13100' MAXIMUM. 5. ACCESS OPENING SHALL BE CLEARLY MARKED WITH CONFINED SPACE WARNING IN DETENTION PIPE ACCESS RISER ACCORDANCE WITH OSHA REQUIREMENTS 3 NDT TD SCALE 0 0 LJ o Knmwharsbelow. Call before you dig. R-395913 IN COMPLIANCE WITH CITY OF RENTON STANDARDS (Fitz -James 07/21/2017 SURFACE WATER UTILITY rstraka 07/21/2017 CITY OF RENTON Planning/RuilGing/Public WOM1s DePc LINDBERGH HIGH SCHOOL SOUTH PARKING LOT IMPROVEMENTS"°�°°` RENTON SCHOOL DISTRICT)MMENTS DRAINAGE NOTES & DETAILS 3 o6/05/201 W�. C5.REVISION BJS ]Ol1] SM BY DATE APP-� am.,l w17 to 0 7 i'. Ir a LO T M 7 LU W F� RIM ELEV 423.26 NOTES: ROUND SOLID COVER WITH LOCKING BOLTS. 1 PIPE SIZES AND SLOPES: PER PLANS. FRAME B LADDER OR 2, EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTED IN ACCORDANCE z STEPS OFFSET. SEE WITH THE REQUIREMENTS FOR CATCH BASIN TYPE 2, 60" MIN. DIAM. NOTE 8. FRAME& 'P • COVER ELEV. PER PLAN. 3. PIPE SUPPORTS AND RESTRICTORSEPARATOR SHALL BE OF SAME MATERIAL, AND OVERFLOW BE ANCHORED AT T MAX. SPACING BY 5B" DIAM. STAINLESS STEEL EXPANSION ELEV =420.00 roE 2"O AIR VENT BOLTS OR EMBEDDED 2-IN WALL. E=620.75 MAX. EXTEND TO LANDSCAPE 4, THE RESTRICTORISEPARATOR SHALL BE FABRICTED FROM O.O60" ALUMINUM. OR064" W.S. AREA FINISHED GRADE. ALUMINIZED STEEL,OR.064' GALVANIZED STEEL PIPE; IN ACCORDANCE WITH (2) RESTRICTOR ELBOWS AASHTO M 36, M 196, M 197 AND M 274. GALVANIZED STEEL $HALL HAVE TREATMENT 1' SEE DETAIL 3 1 STEPS OR LADDER 5. OUTLET SHALL BE CONNECTED TO STORM PIPE WITH A STANDARD COUPLING BAND PIPE SUPPORT(S): 3"%.990' RISER FOR CORRUGATED METAL PIPE, OR GROUTED INTO THE BELL OF CONCRETE PIPE. 6. THE VERTICAL RISER STEM OF THE RESTICTORISEPARATOR SHALL BE THE SAME 12'O`UTLET PIPE INLET PIPE DIAM. AS THE HORIZONTAL OUTLET PIPE, WITH AN IT MIN. DIAM. six ]. FRAME AND LADDER OR STEPS OFFSET SO THAT: HOLES CIRCLE i A CLEANOUT GATE IS VISIBLE FROM TOP. FLANS IE=416.W T-OM "9 'q B. CLIMB DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. MIN. '•,•. G FRAME IS CLEAR OF CURB. IE=d16.W i B. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO E CLEANOUT GATE: HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS Ile. RESTRICTOR PLATE q e SHEAR GATE. ORIFICE T=19iw0 SEE DETAIL 9, MULTI -ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR ALL ON ONE SIDE OF RISER ELEV=41A.50 THIS SHEET. TO ASSURE LADDER CLEARANCE. • 1 ,.r A 10. ACCESS OPENING SHALL BE CLEARLY MARKED WITH CONFINED SPACE WARNING IN ACCORDANCE WITH OSHA AND L81 REQUIREMENTS. W-0 MANHOLE TYPE CONTROL STRUCTURE (CB-12) HANDLE WITH LOCK PIN. ADJUSTABLE LOCK HOOK WITH LOCK SCREW. V ROD OR TUBING, VARIABLE LENGTH, -..........,��..,. kLL BE ATTACHED PER MANUFACTURER'S RECOMMENDATIONS. SHEAR GATE 2 NOT TO SCALE e Name ATMARAm m m ��.ehei arms, ae v n 6 `x�— `t, ammm " u — -- a --- , --- — — — --II rnrsa pmwmnma RNIVRI/ �lVIEW FVJI VIEW n urtxw _ IPam�W.A iwaaxommoUrma v _ o _ BEVAIIDNNEW TOP ELEVATION ixnw,wmn� PER PUN xin pm uan g .. q e MY rMACHLAM .. ... < a .m.m..�.�.«� ov.'«ma« ,.e E LAM wwshsl BBEcnox6e nwwm w Na Wn sECTlOrvwn eEcnoxcc INLET ELEVATION A LONG SIDE INLETCONFIGURTgN SHOW SIDE INLET CONFIGURATION SQUARE INEF CONFIGURATION PER PLAIN d --- LONG SIDE CURB INLET SHORT SIDE CURB INLET SQUARE CURB INLET rowa'xm�� MAX. MP%. YX[9Y 1REE LLD%. UNDER, 1REF NOt W%. IMOE0. THEE B WASa BRATS dT£II BWASS GRATE dTURT1 BYPASS %NX « ,voartu..wrcrrvnreo ��• BYPASS PIPERF) mv.a I�• FIRE mnbb oTY.a 'o"° wn00 ono (Cf5) SIZE PIPEDA (CFB) IFTRFI SIZE Pli LEFT) IPERS Sim mcw_ixn.u«�u wa..vrvmarww m m WrM w 11 STANDARD CURB INLET WITH TERRAFLUME �filtegd NUTS EPw' — e CONTECN' FIL ERRACONTECK FILTERROONITHFLUME _�_ INTERNAL RYPABB CURB(FTIBG) CURB DE AIL vNxeW oew.'ww "� CONFIGURATION DETAIL S1DE NOTES: 1. SHEAR GATE SHALL BE ALUMINUM ALLOY PER ASTM B-26-ZG-32a OR CART IRON ASTM ABA CLASS JOB AS REQUIRED. Z, GATE SHALL BE 8' DIAM. UNLESS OTHERWISE SPECIFIED. 3. GATE SHALL BE JOINED TO TEE SECTION BY BOLTING (THROUGH FLANGE), WELDING, OR OTHER SECURE MEANS. 4. LIFT ROD: AS SPECIFIED BY MFR. WITH HANDLE EXTENDING TO WITHIN ONE FOOT OF COVER AND ADJUSTABLE HOOK LOCK FASTENED TO FRAME OR UPPER HANDHOLD. 5. GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE MOVEMENT, STOP TAB, OR SOME OTHER DEVICE. 6, NEOPRENE RUBBER GASKET REOVIRED BETWEEN RISER MOUNTING FLANGE AND GATE FLANGE. ]. MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FIT. REMOVABLE WATERTIGHT COUPLING 6" PIPE IE418.3o(ORIFICE 2) RISER IE419 O6 (ORIFICE 3) 6' MAX ORIFICE=11Y0 (ORIFICE 2) ORIFICE=1 118.0 (ORIFICE 3) RESTRICTOR ELBOW DETAIL NOT TO SCALE RESTRICTOR ELBOW 0. FLANGE MOUNTING BOLTS SHALL BE "'DIM. STAINLESS STEEL. NOT TO SCALE 9. ALTERNATE CLEANOUTISHEAR GATES TO THE DESIGN SHOWN ARE ACCEPTABLE, PROVIDED THEY MEET THE MATERIAL SPECIFICATIONS ABOVE AND HAVE A SIX BOLT, 10 W8' BOLT CIRCLE FOR BOLTING TO THE FLANGE CONNECTION. ALTERNATE SHALL BE REVIEWED AND APPROVED BY ENGINEER. FILTERRA INSTALLATIONS ID SIZE CONFIGURATION NOTES FILTERRA 1 Wag' LONG SIDE CURB INLET FILTERRA2 4xd' SQUARE CURB INLET SEE NOTE FILTERRA3 12YA' LONG SIDE CURB INLET NOTES: 1. REE PUN FOR LOCATIONS. 2. SEE PLANTING PLAN FOR PUNTINGS IN FILTERRA VAULTS. 3. FILTERRA 2 SHALL BE INSTALLED WITH AN ADA-COMPUINT GRATE AND PUNTED WITH GRASSES. 1/3'XL SECTOR CONNECTION DETAIL GENERAL NOTES 1 Refer to COTECH Band Selectlon cwae for hand rmtb gage and fastener types 2 Bonds for pipe arch ore the soms for eyuv lolent diameter round pipe 3 Bands are normauy farnlsFed as folmes 12' Rep 48' 1 Pete 54' thru 96' 2 Piece 4, Bawd fasteners ottadhed Oth spot Beds. rwetsroor hand weds. 5, Dimensions are subject to manuPoctvI,g tolerances ;i CORRUEATIONE PIPF PRODUCTS 2 2/Y X 1/2' GLxg GALVANIZER BITUMINOUS COATED FIBER-BOALUMINUM 5-C CORRUGATED BAND 2-2/3" X 1/2" RIVETED PIPE CMP PIPE CONNECTION 5 MOT TOSCALE R-395914 IN COMPLIANCE WITH CITY OF RENTON STANDARDS n_ ir a 4 FILTERRA VAULT I VLe=T AAmN"mU'"mmm" u S2 Tn NOT TO SCALE IFI[zJames 07/21 /2017 2 . SURFACE WATER UTILITY O rstraka 07/21/2017 0. FOLulusocc w� !PA. e. scHEND "�/'«' CITY OF LINDBERGH HIGH SCHOOL os/oe/2o1� VV SOUTH PARKING LOT IMPROVEMENTS Rep LU DIDms, F. NATONA RENTON RENTON SCHOOL DISTRICT m Know. Wh2fa bBIOW. imp° 1 REVISED PER CITY COMMENTS BJS ]Ol1] SMC:� DATUM Q _ de Nw PIDRRmy/RBndmy/Pubic wX 0 DXPc. DRAINAGE NOTES &DETAILS 4 C5.6 Call before you dig. Toxa,t TIC a+.waa°X'an�Tr�m� N0. REVISION BY DATE APPR wFI[ns] «"e'tl�"a Z HBL PROJECT 2170057.10 Q rm s. coMFOW war14 Or17 J rn SO M O W To FEEDER ROOT ZONE DIA=2X DRIIP LINE DIA=1OX TREE PROTECTION � I 3116 =1'�0" 1. FENCING TECTION PROVIDED FENCE SHOMAIMAINED ATAINAI CANOPY THROUGHOUT GRADING 2. TREE CONSTRUCTION ND SHALL NOT B REMOVED MAINTAINEDDL FINAL ACCEPTANCE. AND CLL BRUSH CLEANUP AND SHALL NOT BE REMOVED UNTIL FINAL ACCEPTANCE. 9. PREVENT DISTURBANCE OFNDRIVE INEGROUND UNDC COVERS. COMPLETED BY HAND TO PREVENT DISTURBANCE OF NATIVE GROUND COVERS. <. NO WIRESOTHER DEVICES SHALL BE ATTACHED TO PROTECTED TREES DURINGING CONSTRUCTION. RUCTION. 5. OR SHALL REFER TO PLANS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. TRENCHINWEXCAVATION CRITICAL ROOT ZONE 1. NO DISTURBANCE ALLOWEDWITHOUTSITE-SPECIFIC INSPECTION ANDAPPROVPL OF METHODS TO MINIMIZE ROOT DAMAGE. DRIP LINE 1. LANDSCAPE ARCHITECTS APPROVAL REQUIRED FOR USE/ACCESS WITHIN DRIP LINE. 2, NO SOIL DISTURBANCE OR ACTIVITY PLLOWEO WITHIN FENCED AREAS, SUCH AS MATERIAL STOMGEISTOCKPIUNG, PARKING, EXCAVATION. DUMPING OR WASHING. 3. ANY TRENCHING SUBJECT TO FIELD INSPECTION AND APPROVAL BY LANDSCAPE ARCHITECT. FEEDERROOTZONE 1. OPERATION OF HEAVY EQUIPMENT MENDS STOCKPILING OF MATERIALS SUBJECT TO LANDSCAPE ARCHITECTS APPROVAL. 2. MINIMIZE TRENCH WIDTH WHEN USING HEAVY EQUIPMENT. SURFACE PROTECTION' MEASURES MAY BE REQUIRED. 3. LIMIT ANY DISTURBANCE TO MAXIMUM 113 OF FEEDER ROOT ZONE. 4, IF ROOTS GREATER THAN 21NCH FOUND OUTSIDE OF FENCING, PROTECT BY HAND EXCAVATION AND, IF NECESSARY, CUT CLEANLY AND KEEP MOIST. 5. USE 3 INCHES OR DEEPER WOOD CHIP MULCH OUTSIDE FENCED AREAS TO ----- --- PROTECT FEEDER ROOTS. 'SURFACE PROTECTION MEASURES 6 8" MULCH LAYER, 3I4"PLYWOOD, OR STEEL PLATES P-2017-1I14-73 TREEION FENCING, � FENCING, TYP. V� 1 EXISTING TREE TO- - REMAIN. TYP. If I O4 40 ��;^ }y STYRAX IN FILTERRA, TYP. TO BE ��'Er 4�\!-1M. `ft* PROVIDED AND INSTALLED BY FILTERRA INSTALLERS., I I' 4 \ \ PLANTING NOTES GENERAL: THESE NOTES ARE HIGHLIGHTS FROM THE SPECIFICATIONS AND INTENDED TO PROVIDE DIRECTION TO CERTAIN ASPECTS OF THE PLANTING. IF THESE NOTES ARE IN CONFLICT WITH THE SPECIFICATIONS, THE SPECIFICATIONS WILL SUPERCEDE. 1. SEE SPECIFICATIONS FOR PLANT MATERIAL, TOPSOIL AND PLANTING MIX TYPES AND DEPTH, MULCHING, SOIL AMENDMENTS, FERTILIZERS AND WARRANTEES. 2. INSTALL 8' NEW TOPSOIL IN ALL NEW LAWN AREAS UNLESS WITHIN EXISTING TREE DRIPLINE. C) 3. INSTALL YDIA. 3' DEPTH MULCH CIRCLE AROUND EXISTING TREES. DO NOT COX1 J DISTURB SOIL WITHIN DRIPLINES. O O r 4 PLANTING SHALL CONFORM TO ALL CITY OFRECODE REQUIREMENTS, INCLUDING PRESERVATION OF ADEQUATE INTERSECTION TION SIGHT DISTANCE LINESI TRIANGULAR AREAS. U 5. CONTRACTOR SHALL VERIFY ON -SITE CONDITIONS PRIOR TO BIDDING AND CONSTRUCTION. 6. THE CONTRACTOR AND OWNER ARE RESPONSIBLE FOR READING THE PLANS, TREE TO BE SPECIFICATIONS AND NOTES. REMOVED ]. THE CONTRACTOR SHALL VERIFY ALL PLANT MATERIAL QUANTITIES PRIOR TO SEECIVIL O INSTALLATION. MY PLANT MATERIALor THE ACTUAL ES NUMLISTED ER OF E FOR THE SYMBOSS DEMO PLANS CONVENIENCE OFTHE CONTRACTOR. THE CONTRACTOR SHALL B SHALL HAVE PRIORIr RESPONSIBLE O ANTITY COUNTING THE DESIGNATED. NUMBS OF PLAN SINDI A O PLANS AND OATING GINGTHETOTALNUMBER OF PLANTS INDICATED ON THE PLANS AND ESTIMATING GROUNOCOVER QUANTITIES. ALES ELM, P. e. THE CONTRACTOR SHALL FURNISH AND PAY FOR ALL CONTAINER OR FIELD GROWN TREES. SHRUBS AND GROUNDCOVERS, INCLUDING SEEDED AND SODDED TURF, ERESP LCHESRESPONSIBLE AND FLATTED GRNTINGOVERS.THE ANTCONTRACTOR SHALL ALSO BE RESPONSIBLE AND PAY FOR: PLANTING OF ALL PLANT MATERIALS: THE SPECIFIED GUARANTEE OF ALL PLANT MATERIALS, THE STAKING AND GUYING OF TREES AND THE CONTINUOUS PROTECTION OF ALL PLANT MATERIALS UPON THEIR ARRIVAL AT THE SITE. 9, CONTRACTOR IS RESPONSIBLE FOR REPAIRING LANDSCAPE AREAS DISTURBED DURING CONSTRUCTION. INCLUDING THOSE NOT HIGHLIGHTED IN THESE PLANS. ,x3 TO PRE- CONSTRUCTION CONDITIONS. 10, SEE L2.0 SHEET FOR IRRIGATION. �f 11, SEE L2.1 SHEET FOR DETAILS. 1, L�C12'K2 CARES IN FILTERRA 41 END LRAT EXISTING ING DRIVE OCW22' U'UI4LAWN REMOVED \ LAWN SEE CIVIL DEMOPLANS u32, , D% b O 5 I� REPAIR LAWN DISTURBED -- ---- BY CONSTRUCTION TYP. UU M12" PROJECT WORK LIMITS Me" M12' PROPERTY LINE, TYP. N PLANT SCHEDULE 0 TREES CODE BOTANICAL NAME COMMONNAME CONT CITY GRAPHIC SCALE SS STYRAXJAPONICUS'SNOW CHARMJAPANESE SNOWBELL TBO 3 0 10 20 40 FEET • BE ULMUS PARVIFOLIA'EVER II' 'EMERII' ALLEE ELM 2' CAL. 2 f - 20 Peer RUBS CODE BOTANICAL NAME COMMONNAME CONT SPACING ITY NO CO2 CARER OBNUPTA SLOUGH SEDGE TBD 10'O.0. 6 Oal1'IL�O NOTES: uu STYRAXTREES AND CARFX TO BE SIZED, SELECTED, PROVIDED AND INSTALLED BY FILTERRA INSTALLER. /� • FILTERRA CONTACT: CHRIS HASS, CONTECH ENGINEERED SOLUTIONS, CHASS®CONMCHES.COM, 503a1O5539 As �} STATE OF o 0--- 0 FO'no 4 �w"o`O� em u WASHINGTON As SHOWN CITY OF pea18T qe0 K. GLWOON D^a •"°• `"REG• RENTON wx M. SE35KIN5 racoMA sumo sPOOl 1 REVISED PER CITY COMMENTS RAGS ]OI1] KG DATUM Know what'sbelOW. MQ R� ®k_ 9uNDON � Planning/Building/Public Works Dept. Call before you dig. vcixrsw ozA"Ame +* 1® Wd%A N0. REVISION BY DATE APPR '�'�" MWAsmMORBE LEGEND � N HYDROSEEDED LAWN O O O TREE PROTECTION FENCING KEY PLAN 0 u J O UO Pj PROJECT LIMITS NTS R-3959151 IN COMPLIANCE WITH CITY OF RENTON STANDARDS WFIRENT PLANNING mherrera 07/21 /2017 LINDBERGH HIGH SCHOOL SOUTH PARKING LOT IMPROVEMENTS RENTON SCHOOL DISTRICT PLANTING PLAN L1.0 71 to m of O V 0 W a \ 1. MAINTAIN WATER SUPPLY TO EXISTING IRRIGATION. CAP OR INSTALL NEW HEADS AS REQUIRED TO MAINTAIN COVERAGE OF AREAS UNDISTURBED BY CONSTRUCTION. RELOCATEVALVES IF REQUIRED. 09 ♦ --_ x 20' I I I • • _ ---♦` •• - s __— NBe„ JnN-------- ------------ N PROJECT WORK LIMITS \PROPERTY LINE, TYP. GRAPHIC SCALE 0 10 20 40 FEET 1• _ B0 FQET OSTATEOFo 0--- D. FOUAON � aa� LJ WASHINGTON AS SHOWN CITY OF nsaleTsnsp Ana uxosc cxREm M, GW10oN RENTON � wx M. SESSpNS racoMA some SE 1 REVISED PER CITY COMMENTS MGS 70H7 KG DATUM Know what's belOW. MQ R�acl ®k_ euNooN� Plan ing/Building/Public Works Dept. Call before you dig. vcixrsw%IANI IsMAEre,®'in,''N.0 ...m�.e NO. REVISION BY DATE APPR MnacF ""'�'�" 2, PROVIDE LATERAL CONNECTION FROM EXISTING ADJACENT DRIP ZONES TO FILTERRA STORMWATER BOXES WITH PROPOSED TREES. COORDINATE DRIPLINE INSTALLATION WITHIN FILTERRAS WITH FILTERRA INSTALLERS. FILTERRA CONTACT'. CHRIS HASS, CONTECH ENGINEERED SOLUTIONS, CHASS@CONTECHESGOM,503-310-5539 3. INSURE PRESSURE IS SUFFICIENT TO SUPPLY ADDITIONAL COVERAGE. IF NOT 4. FOLLOW MANUFACTURER'S INSTRUCTIONS. INCLUDING THOSE REGARDING FITTINGS AND MAXIMUM LATERAL LENGTH. 5, SEE 12.1 SHEET FOR IRRIGATION DETAILS. LEGEND ®NEW DRIP IRRIGATION COVERAGE- 5 SEEDETAILFORTYPICN-1- UT L2.1 KEY PLAN �PROJECTLIMITS NTS R-395916 IN COMPLIANCE WITH CITY OF RENTON STANDARDS :URRENT PLANNING mherrera 07/21 /2017 LINDBERGH HIGH SCHOOL SOUTH PARKING LOT IMPROVEMENTS RENTON SCHOOL DISTRICT IRRIGATION PLAN L2.0 U Will ri DO M O 0 LU a FINISHED GRACE FINISHED SURFACE PAVING SECTION PER CIVIL PLANS NOTES: • DIMENSIONS ARE MINIMUM FIA COMPACTED BACKFILL AT 35%DENSITY(SOILBACKFILL) • ALL SLEEVING TRENCH BACKFILL E MATERIAL SHALL BE CLASS'B' AT 95%DENSITYA7 2 z OR BETTER (MAX. OF 10% (STRUCTURAL) PASSING NO.40 SCREEN) AND BE COMPACTED TO MIN. BS% LATERAL LINES) OPTIMUM DENSITY (MODIFIED PROCTOR). fi'OFFSET SLEEVE(S), 2-TIMESLINE SIZE MIN. INSTALL METALLIC DETECTABLE WARNING TAPE W ABOVE ALL MAIN LINE(S) --MAINLINE. VALVEWIRING kMIN. DO NOTTAPE OR BUNDLE WIRES IN SLEEVES. PIPE BED MATERIAL TOBE CLEAN FREE OFROCN GANDER LARGER THAN4"MIN. 4"MIN, 112-INCH4'MIN. TRENCHING 1 NT3 P-201]-LIN-]4 TYPICAL OFFSET 2" FROM TYPICAL FPT ADAPTER ANDCOMPRESSION COUPLER 314' PVC LATERAL PIPE THYLENE OR DER � COMPRESSION AIR RELIEF VALVE AT HIGH POINT. IF INDICATED TYPICAL DRIP LINE WITH A EMITTER SPACING AS 6- ROUND VALVE BOX WPLE NOTED. TIE DOWN STAKE AT ALL TEES, ELLS, AND FINISH GRADE AT 4'O.C. AT CLAY, TO.C. AT LOAM, OR TO.C. ATSAND AIR I VACUUM RELIEF VALVE END FCENTER FLUSH VALVE OR CAP AT X i2'F REDUCTION BUSHING LOW END, AS NOTED FEED EXAMPLE TEOHUNETUBING II II SLOPED CONDITION NOTE: 1. INSTALL AIR RELIEF VALVE AT HIGHEST POINT. TECHLINE 1802-WAY 2. SPACING AS NOTED ON TOP %3 OF SLOPE. ADAPTER TEE 3. SPACING AT BOTTOM Ys AS NOTED PLUS 25%. BRICK SUPPORTS (THREE)� WHEN W 4.ELEVATION CHANGE 1810 FT OR MORE, ZONE THE BOTTOM I/y SEPARATELY. 3/4' CRUSHED GRAVEL SUMP DRIP AIR RELIEF VALVE TYPICAL DRIPLINE LAYOUT 2 3 1'=1'-0" P-20911NO3 P-2017-UNC6 RVO FILTER. REV ASSEMBLY -EXISTING O O PVC SUPPLY HEADER. CONNECTION FROM REMOVE EXCESS SOIL ABOVE ROOT LOT TREES NOT PLANTED IN CONFORMANCE �Q ��L� FINISH GRADE EXISTING DRIP ZONE TO DIGGING AT THIS ETA) WILL BE REJECTED BY WITHTHE O� v O NUR IN IEDIOGINGATNURSERY. CORRECT D AT CORRECTO LANDSCAPE ARCHITECT. g. NECESSARY. REPLACEMENT OF REJECTED TREES PVC SUPPLY HEADER- SETTRUNKFIAREATI"ABOVE WILL BE DONE AT THE CONTRACTOR'S VALVE BOX Hn CONNECTED THROUGH FINISHED GRADE EXPENSE. p n SEE SPECS FILTERRA IRRIGATION HATCH REMOVE ALL GIRDLING AND AT TIME OF PLANTING, TRIM �q Techllnes CV TUBING ADVANTAGEOUS ROOTS ABOVE TRUNK FLARE DAMAGED BRANCHES. ,Ef.,_ LINE FLUSHINGy` EMITTER TYPE AND ROW SPACING PER FINISHEDGRADE - VALVE TLSOV _ / L / SPECIFICATIONS B Techllnee CV / EMISSION POINT ROOTBALL L2.1 O Q�� - STAKE TREE WITH TW02"%2"Xfi 1]MMTUBING 1 STAKES SPREAD ACROSS FROM GIJ U�10 U 0 Lj Owl 1� EACH OTHER BRICK SUPPORTS � TREE FOOTBALL- BE INSTALLED FILTERRA 3- MULCH. NO MULCH AGAINST `" REE MATERIAL APPROVED TSET �pI/�/T//�/'/�II9 (THREE) 0 RS INSTALLERS TRUNK LOOSE ALLOW LOW FOR i REMOVEALL WIRE BASKET, BURLAP, OR MUNKGROWTH TRUNK GROWTH FILTERRA- SHAPE SYNTHETIC MATERIALSEXCEPTIONS) 3'4" HIGH WATERING RING VARIES ROOTBALL (NO EXCEPTIONS). SET RIVE STAKES AT ROOTBALL ON COMPACTED SOIL TO SCARIFY SIDES OF PLANTING PIT OOTBALL EDGE oV' ir(F MANUAL FLUSH PREVENT SETTLING. W4"GRAVEL SUMP VALVE W/GRAVEL BACKFILL WITH EXISTING SOIL II CUBIC FOOT) � t(j�''``�L�'``{{Q� 0Z NOT DISTURB 02 eDRI n^ �°O�P BELOW ROOTBALL TO RDO ECCE V SETTLING. STAKES8"12' INTO NDISTURBED SOIL BELOW MANUAL LINE FLUSHING VALVE TECHLINE CV TUBING FOR TREE ROOTBALL PREPARATION DECIDUOUS TREE PLANTING Roo BUL 4 5 6 7 1"-1" P-201]{IN0] 1"=1' P-201 ]-LIN-OB NTS P-201741&02 sX.=1'0' P-2017-1I1441 O } STATE OF t' O u WASXIXGTON o O XECRITEXED p V a LAND C a� � CHRECT Ile KnowwhaCa bBlOw. TAco MA sumo SEox.. 1 NORM n Dell before you dig. a=� .>bnma6 MWAKM v'mmsiiUm .. .w NO. REVISION I BY I DATE I APPR AS SHOWN �� DATUM CITY OF • RENTON Planning/Building/Public Works Dept. R-395917 IN COMPLIANCE WITH CITY OF RENTON STANDARDS WIRRENT PLANNING mherrera 07/21 /2017 LINDBERGH HIGH SCHOOL SOUTH PARKING LOT IMPROVEMENTS RENTON SCHOOL DISTRICT LANDSCAPE DETAILS L2.1 INA O O N O O U I� 00 N O O O WI 7