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Home My WebLink AboutzR-3715SetCL I r. �'`-} --_ �______��/ / /x� OPE`2T NNE 2q BUILT- ING� -.. 4.69 SB7 4TVV x/ I ' 5' BUILDIN PROPERTY LINE z Z CITY OF SEATTLE WATER PIPEUNE ESM,TT.. REC. NO. 3612021 zc OFj,SEATTLE ELECTRIC N MISSION /DISTRIBUTION ES RE29 NO. 5174699x_ W LLI !L LLI I,f1 15' CITY OF O II I UTILITIES EME C PROPERTY LINE S18° 50'46'E H 50.2a CO III I. . V PROPERTY LINE i 7, a 1JL , r 31f N88 °16'27'W z / I /1.1 47.19' 7 PROPERTY LINE I l W J 't 5' BUILDING SETBACK U-1 I I-- -' W( 15 1 ITY OF RENTON I' UTILITIES EASEMENT 4C, Nb1 85019�9454r Z --^ t P 0 TON 10 Ty OF RENTOk -ib' �A9EMENT I� � UT17TYiEASEM iNO H 'NQ 5¢62a661� REC. W Cl) 70, 5 .16' �I ER / , / NAICAND 42.616R / / : 169542.5952 IE 13027Q2.5952'YI I I 70937 ELEV. 455.92 LLJ Al I I V 11" I I I. fi/ /LIMITS OF W,O K L L' I 1{ GATED, I�,I�� I ! /. GENERATOR VIII I- AHBL 149 /' AHBL 147' Z NAIL AND WASHER I, I I REPAIR AND CA N: 169310.2887 E° ( t Ip l h ' ryp 169329.723 , W E: 1302135.4601 :I -� E:1302429.6437. / I cc ELEV: 425.26 r". I ELE t 444.41 i ;l r L_f 1�C�I OF RENTON -- 1� EASEMENT �) 8 501 03 045 4 III I I � LEI: NELSEN MIDDLE SCHOOL �' I FIVE= L IN 932'48'7 ( I 1 234..90' 5,1 4 , .. I SETBACK PROPERTY - 1 s I� LINE I 16' ES OFGR EASEMENT �NTP' UTW ES II I �NO. 850 oa41 o-, I 111 t1- �I�,tEIt I I I' J (' ❑ � I 8 4732'48' W 118.91' II R III pz II I I j 199 06 ' I . •x r',I •° r � � 1'AMNI� 11111111 ®'s SURVEY UNE OF 250' BPA R/W PER K.C.S.P. REC. NO. 8107299002 BOUNDARY NOTE PRECONSTRUCTION/ FOR COMPLETE BOUNDARY INFORMATION, REFERENCE INSPECTION NOTIFICATION RECORD OF SURVEY FILED UNDER KING COUNTY CITY OF RENTON DEPARTMENT OF COMMUNITY &ECONOMIC DEVELOPMENT, RECORDING NUMBER 20110603900003. DEVELOPMENT SERVICES 4.8 ACRES 1055 SOUTH GRADY WAY LEGAL DESCRIPTION RENTON, WA. 98057 NAIL AND WASHER REBAR AND CAP PH: (425) 430 -7200 PER CHICAGO TITLE INSURANCE COMPANY E:1303088.2463 ORDER NO: 001322110 DATED:MAY 20, 2011 OWNER CIVIL ENGINEER LOT 1, CITY OF RENTON SHORT PLAT NUMBER 070-80 (ALSO RENTON SCHOOL DISTRICT AHBL, INC. KNOWN AS NELSON MIDDLE SCHOOL SHORT PLAT), 7812 S 124TH ST 2215 NORTH 30TH STREET RECORDED UNDER RECORDING NUMBER 8107299002, IN SEATTLE, WA 98178 SUITE 300 KING COUNTY, WASHINGTON. PH: (425) 204 -4403 TACOMA, WA 98403 ELEVA55.92 CONTACT: RICK STRACKE PH. (253) 383 -2422 BASIS OF BEARING FAX (253) 383 -2572 ARCHITECT CONTACT: ADAM BRAUN, P.E. WASHINGTON STATE COORDINATE SYSTEM, NORTH GREENE - GASAWAY ARCHITECTS BILL FIERST, P.E. ZONE NAD83191 P.O. BOX WA 4158 SURVEYOR CITY OF RENTON SURVEY CONTROL POINTS FEDERAL WAY, WA. 98063 #895 PH: (253) 941 -4937 AHBL, INC. FOUND 3" DOMED BRASS DISK STAMPED'TOWNSEND FAX: (253) 941 -5122 2215 NORTH 30TH STREET AND ASSOC. LS 9634. N 1/4 CORNER SEC. 29 CONTACT: TONY MATIATOS SUITE 300 N 170706.004 (52031.294m) E 1303177.356 (397209.253m) OWNER'S TACOMA, WA 98403 ELEV. 408.87 (124.625m) PH. (253) 383-2422 83-25 FAX (253) 1L0 REPRESENTATIVE C N I AC T3 DAVID FOLLANSBEE, P.L.S. " #1863 *AHB L s FOUND 1/8" COPPER PIN ON CONCRETE POST GREENE - GASAWAY ARCHITECTS s MONUMENT IN CASE LOCATED AT SE. 168th ST. AND 116th P.O. BOX 4158 AVE. SE. FEDERAL WAY, WA. 98063 A N 167989.621 (51203.339m) E 1305752.846 (397994.264m) PH: (253) 941 -4937 ELEV. 139.927m FAX: (253) 9415122 CONTACT: TONY MATIATOS VERTICAL DATUM CITY OF RENTON, NAVD 88 GRAPHIC SCALE BENCH MARK: CITY OF RENTON SURVEY CONTROL POINT #895. 0 50 100 200 FEET (SEE BASIS OF BEARINGS NOTE FOR DESCRIPTION) ELEV. 408.87 (124.625m) 7' =100 FEET E.S.C. SUPERVISOR T.B.D. PROPERTY LINE SITE ADDRESS 15' CITY OF RENTON UTIUTIES EASEMENT REC. NO. 8501030454 5' BUILDING SETBACK AHBL 123 NAIL AND WASHER N: 169684.6773 E: 1302807.2996 ELEV: 454.25 N88° 13'31"E 30.06' 60.00' RAN - 60.00' RAN �N1 °44'07 "E 15' BUILDING 168.61' SETBACK 150 N:169476.9094. Fr� E: 1303088.2463 -T -� -_ `�`Il`E MAP 60.00' RAV REBAR AND CAP ' I W , ELEV: 452.17 15' BUILDING N: 169344.2636 -- SETBACK SCALE: 1" =100' E: 1302898.9395 ELEV: 460.99 AUTOCAD FILE PRECONSTRUCTION NOTES TITLE REPORT NOTES AN AUTOCAD DRAWING FILE IS AVAILABLE TO 1. THE CONTRACTOR IS REQUIRED TO NOTIFY THE THE FOLLOWING TITLE REPORT EXCEPTIONS ARE NOTED, BUT CANNOT BE . PLEASE NOTE MAPPED: ASSIST WITH SITE LAYOUT SERVICES DIVISION LAND USE INSPECTION DEVELOPMENT SE C S THAT ELECTRONIC FILES ARE PROVIDED FOR SECTION (425) 430 -7200, THREE DAYS PRIOR TO THE EXCEPTION 7, RECORDING NO. 20050513001116, IS A UTILITIES EASEMENT 10 CONTRACTOR'S CONVENIENCE AND SHALL BEGINNING OF CONSTRUCTION FOR A PRECONSTRUCTION FEET WIDE AND CENTERED UPON THE GRANTEES FACILITIES AS NOT REPLACE NOR BE USED TO SUBSTITUTE CONFERENCE AND SPECIFICALLY REQUEST CONSTRUCTED OR TO BE CONSTRUCTED. THIS EASEMENT IS DEFINED BY THE CONTRACT DOCUMENTS. THE THE LOCATION OF THE ELECTRICAL FACILITIES. CONTRACTOR IS RESPONSIBLE FOR PROJECT INSPECTION BEFORE BEGINNING: • EXCEPTION 8, RECORDING NO. 4132659, IS A RESERVATION OF MINERAL LAYOUT ACCORDING TO CONTRACT A. INSTALLING SILTATION AND EROSION CONTROL MEASURES RIGHTS WITHIN THE PROPERTY UPON THE SALE OF THE PROPERTY. PUGET DOCUMENTS AND COST FOR ELECTRONIC B. CLEARING AND GRUBBING SOUND POWER AND LIGHT COMPANY RETAINED THE RIGHT TO MINE, AUTOCAD FILES. C. EARTHWORK QUARRY, AND PROCURE COAL, OIL, AND MINERALS BELOW THE SURFACE. PHONE: (253) 383 -2422 D. INSTALLATION OF ANY UNDERGROUND UTILITY EXCEPTION 11, RECORDING NO. 5169416, IS A SLOPE EASEMENT FOR CUTS FAX: (253) 383 -2572 E. BEFORE PLACING SUBBASE, BASE OR PAVING SURFACES AND FILLS ON THE PROPERTY ASSOCIATED WITH SE 164TH STREET. THE CONTACT: ADAM BRAUN, P.E. F. INSTALLATION OF ANY FORMS OR PLACING ANY CONCRETE EXTENT OF THE SLOPES WOULD BE DETERMINED BY FUTURE ROAD IMPROVEMENTS. • TRENCH NOTE EXCEPTION 12, RECORDING NO. 20031013000893, ESTABLISHED CONNECTION CHARGE RATES FOR BENEFITED PROPERTIES DUE TO THE INSTALLATION OF A NEW WATER MAIN. c before you dig. 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. SPRING GLEN SCHOOL 2607 JONES AVENUE SOUTH RENTON, WA. 980555102 UTILITIES WATER CITY OF RENTON PH: 1-425-430-728+ 440D TELEPHONE CENTURY LINK PH: 1-800 -244 -1111 POWER PUGET SOUND ENERGY PH: 1- 888 -321 -7779 GAS PUGET SOUND ENERGY PH: 1 -888- 321 -7779 ONE CALL 1- 800 -424 -5555 SITE INFORMATION PARCEL# 292305 -9061 PARCEL AREA: 29.27 ACRES 1 APPROX. 211,000 SQ FT, PROJECT AREA: 4.8 ACRES TEMPORARY BENCHMARKS AHBL 117 AHBL 147 NAIL AND WASHER REBAR AND CAP N:169476.9094 N:169329.7232 E:1303088.2463 E:1302429.6437 ELEVA52.17 ELEV:444.41 AHBL 121 AHBL 149 NAIL AND WASHER NAIL AND WASHER N:169542.6164 N:169310.2887 E:1302702.5952 E:1302135.4601 ELEVA55.92 ELEV:425.26 AHBL 123 AHBL 150 NAIL AND WASHER REBAR AND CAP N:169684.6773 N:169344.2636 E:1302807.2996 E:1302898.9395 ELEVA54.25 ELEVA60.99 UTILITY NOTE s ieu, sr -. .`y• Wz. ',y. .. i �a6.1'`vrz a sf yi b Y � :• StBd,& �79y,% d �tqp GyO( �mnynaYY+` .y ' s Renl.i6cwn MP!r 0i Tennls COW s,roYRy •%mYd" 521YSt - ytY% slivast t.. HTelbot ' PROJEC ,4TE W � st � N S Y My� N �B 9EtYNS- - » SE twin 9' R VICINITY MAP NOT TO SCALE LEGEND SHEETINDEX DRAWING NUMBER SHEET NUMBER SHEET TITLE CO.0 1 COVERSHEET C1.0 2 OVERALL TESC AND DEMOLITION PLAN C1.1 3 TESC AND DEMOLITION PLAN C1.2 4 TESC AND DEMOLITION PLAN C1.3 5 TESC AND DEMOLITION PLAN C1.4 6 TESC AND DEMOLITION NOTES AND DETAILS C1.5 7 TESC AND DEMOLITION NOTES AND DETAILS C2.0 8 OVERALL GRADING AND STORM DRAINAGE PLAN C2.1 9 GRADING AND STORM DRAINAGE PLAN C2.2 10 GRADING AND STORM DRAINAGE PLAN C2.3 11 GRADING AND STORM DRAINAGE PLAN C2.4 12 PORTABLES GRADING AND STORM DRAINAGE PLAN C3.0 13 OVERALL UTILITY PLAN C3.1 14 WATER AND GAS PLAN AND PROFILE - WEST C3.2 15 WATER PLAN & PROFILE - EAST & SOUTH C3.3 16 SANITARY SEWER PLAN AND DETAILS C3.4 17 10 -INCH WATER PLAN & PROFILE C3.5 18 10 -INCH WATER PLAN & PROFILE C4.0 19 OVERALL HORIZONTAL CONTROL AND SURFACING PLAN C4.1 20 HORIZONTAL CONTROL AND SURFACING PLAN C4.2 21 HORIZONTAL CONTROL AND SURFACING PLAN C4.3 22 HORIZONTAL CONTROL AND SURFACING PLAN C5.0 23 OVERALL FRONTAGE IMPROVEMENT PLAN C5.1 24 S 27TH ST SIDEWALK IMPROVEMENTS C5.2 25 S 27TH ST FRONTAGE IMPROVEMENTS C5.3 26 JONES AVE S FRONTAGE IMPROVEMENTS C6.1 27 STORM DRAINAGE DETAILS C6.2 28 RAINGARDEN AND DRAINAGE NOTES AND DETAILS C6.3 29 WATER NOTES AND DETAILS C6.4 30 DETAILS C6.5 31 PAVING AND PARKING LOT DETAILS C6.6 32 PAVING AND ROAD DETAILS C6.7 33 PAVING AND HANDRAIL DETAILS C6.8 34 2 CARTRIDGE CATCH BASIN STORMFILTER DETAIL C6.9 35 DETAILS FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN ETROLEUM PRODUCTS N , OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ORDER, OR STANDARD. 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 G S 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. PERMIT SET Checked for Co q pliance to City Standards 9 / Ab art 4f le Zel4 EXISTING DESCRIPTION PROPOSED LIGHT -0- POWER/TELE POLE E- GUY WIRE TELEPHONE MH o TELEPHONE RISER ❑ CATCH BASIN ■ O STORM DRAIN MH O SANITARY SEWER MH SIGN i b HYDRANT FIRE DEPT. CONNECTION Y WATER VALVE H w WATER METER POST INDICATOR VALVE • 1 WIRE FENCE -0-0-0- CHAIN LINK FENCE -X-X- . WOOD FENCE ELEV- - CONTOURS ELEV CONSTRUCTION LIMITS ■ ■ ■ ■ E ■ ■ ■ ■ ■ N ■ W SILT FENCE - X X - 'J - - STORM DRAIN LINE D YV- - WATERLINE W - - FIRE SERVICE F S- - SANITARY SEWER LINE S - - TELEPHONE LINE -I- - IRRIGATION LINE RAINGARDEN EARTHWORK INFORMATION APPROX. 4,600 CUBIC YARDS CUT APPROX. 4,500 CUBIC YARDS FILL NET: APPROX. 100 CUBIC YARDS EXPORT (HAUL) NOTE: THE ABOVE QUANTITIES ARE ESTIMATES ONLY INTENDED FOR THE PERMUTING PROCESS AND ARE NOT TO BE USED BY THE CONTRACTOR FOR BIDDING PURPOSES. THE CONTRACTOR SHALL MAKE THEIR OWN EARTHWORK DETERMINATION. ONSITE SOILS SHALL BE RE -USED TO THE MAXIMUM EXTENT FEASIBLE. CONTRACTOR SHALL OBTAIN IMPORT MATERIALS AND DISPOSE OF EXPORT MATERIALS AT APPROVED LOCATIONS TO BE DETERMINED PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. IMPERVIOUS AREA NET INCREASE IN IMPERVIOUS AREA = APPROX. 28,000 SF OR 0.64 ACRES 0 oY O �9 5 a "rb s R=12 BR m "once T A C O M A - SEATTLE - SPOKANE - TRI- CITIES urfwmx a m 000Ym Y•l IrpwtE x R6L59]YL 24 Me 9iYLE PYd1Hl6 t� °4dY"r 2215 North 30th Street, Suite 300 Tacoma, WA 98402 7m Np11SNRTB Yw w WIS tlLY fa 1HIw [m NlE1NE90x uOnlmwammo N%4 Ntrma 253.383.2422 TEL 253.383.2572 FAX vmwahN.am wE33 !mna m rYr Nm¢r a ra rrOOa lost one RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 MARCH 201 SITE IMPROVEMENTS RENTON SCHOOL DISTRICT miNn x¢ COVER SHEET CO.0 cT.�, K171�0 1 N n z O �z `1 '" J S 0 0 �>sR smc AS NOTED M0Rm0N°` DATUM $: >•3- CITY OF .� RENTON Planning /Building /Public Works Dept. CITY OF RENTON PERMIT RESUBMIITAL COMMENT ACB 3 31 14 WJF �,� 'A BRAUN ' W ADDENDUM NO. 4 ACB 1 2814 WJF "z ADDENDUM NO. 3 ACE! 1 24 14 WJF o"' F. KATONA a"'tl1 it ADDENDUM NO. 1 ACE 1 17 14 WJF oenurt W RERST un..sa r xa ne NNiI "y""0gp1pY NO. REVISION BY DATE APPR nnurnvr EXISTING DESCRIPTION PROPOSED LIGHT -0- POWER/TELE POLE E- GUY WIRE TELEPHONE MH o TELEPHONE RISER ❑ CATCH BASIN ■ O STORM DRAIN MH O SANITARY SEWER MH SIGN i b HYDRANT FIRE DEPT. CONNECTION Y WATER VALVE H w WATER METER POST INDICATOR VALVE • 1 WIRE FENCE -0-0-0- CHAIN LINK FENCE -X-X- . WOOD FENCE ELEV- - CONTOURS ELEV CONSTRUCTION LIMITS ■ ■ ■ ■ E ■ ■ ■ ■ ■ N ■ W SILT FENCE - X X - 'J - - STORM DRAIN LINE D YV- - WATERLINE W - - FIRE SERVICE F S- - SANITARY SEWER LINE S - - TELEPHONE LINE -I- - IRRIGATION LINE RAINGARDEN EARTHWORK INFORMATION APPROX. 4,600 CUBIC YARDS CUT APPROX. 4,500 CUBIC YARDS FILL NET: APPROX. 100 CUBIC YARDS EXPORT (HAUL) NOTE: THE ABOVE QUANTITIES ARE ESTIMATES ONLY INTENDED FOR THE PERMUTING PROCESS AND ARE NOT TO BE USED BY THE CONTRACTOR FOR BIDDING PURPOSES. THE CONTRACTOR SHALL MAKE THEIR OWN EARTHWORK DETERMINATION. ONSITE SOILS SHALL BE RE -USED TO THE MAXIMUM EXTENT FEASIBLE. CONTRACTOR SHALL OBTAIN IMPORT MATERIALS AND DISPOSE OF EXPORT MATERIALS AT APPROVED LOCATIONS TO BE DETERMINED PRIOR TO THE START OF CONSTRUCTION ACTIVITIES. IMPERVIOUS AREA NET INCREASE IN IMPERVIOUS AREA = APPROX. 28,000 SF OR 0.64 ACRES 0 oY O �9 5 a "rb s R=12 BR m "once T A C O M A - SEATTLE - SPOKANE - TRI- CITIES urfwmx a m 000Ym Y•l IrpwtE x R6L59]YL 24 Me 9iYLE PYd1Hl6 t� °4dY"r 2215 North 30th Street, Suite 300 Tacoma, WA 98402 7m Np11SNRTB Yw w WIS tlLY fa 1HIw [m NlE1NE90x uOnlmwammo N%4 Ntrma 253.383.2422 TEL 253.383.2572 FAX vmwahN.am wE33 !mna m rYr Nm¢r a ra rrOOa lost one RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 MARCH 201 SITE IMPROVEMENTS RENTON SCHOOL DISTRICT miNn x¢ COVER SHEET CO.0 cT.�, K171�0 1 N n z O �z `1 '" J S 0 0 o � 3 K 0 _ 0 L) �h ' W $z C7 ttz ia "z a K D- _ ._ _41� q54 UNDER THIS CONTRACT TO INCLUDE THE NECESSARY TO PROVIDE IMPROVEMENTS. DEMOLITION OF ALL EXISTING SITE H Z AND TOPSOIL OFFSITE. I 1 l J U w W i 0 � CONDITIONS AND TO CORRELATE THESE a W DOWNSTREAM. SPRAY EXPOSED SOILS WITH AND INCLUDE ALL NECESSARY DEMOLITION, WATER TO PREVENT DUST RUNOFF SHALL WHETHER SHOWN OR NOT, AND INCLUDE ALL > SUCH COSTS IN THE BASE BID. r "z _ I �C- p / ■ 1 CONTRACTOR SHALL EXCAVATE AND FILL AS 1 NECESSARY TO ACHIEVE SUBGRADES IN LAWN COMPLETE ALL THE WORK OF THIS PROJECT. 'M�tYI81E L s % usmoa sEC S,ancu .l� 3. CONTRACTOR SHALL LEGALLY DISPOSE OFF THE OWNER'S PROPERTY, ALL DEMOLISHED 8. PROTECT EXISTING UTILITIES WITHIN THE W WORK LIMITS NOT SPECIFICALLY INDICATED OTHERWISE. FOR DEMOLITION. RAISE EXISTING UTILITIES TO FINISHED GRADE. ■ Ljj SEE SHEETS C1.4 AND C1.5 FOR TEMPORARY DEMOLITION ACTIVITIES. SEE SPECIFICATIONS EROSION AND SEDIMENT CONTROL NOTES ■ 1�-t CONSTRUCTION SEQUENCE D- _ ._ _41� q54 UNDER THIS CONTRACT TO INCLUDE THE NECESSARY TO PROVIDE IMPROVEMENTS. DEMOLITION OF ALL EXISTING SITE CONTRACTOR SHALL DISPOSE OF EXCESS SOD IMPROVEMENTS AS INDICATED BY THIS AND TOPSOIL OFFSITE. DRAWING OR AS REQUIRED FOR NEW l J I v�I \ RESPONSIBILITY TO FULLY REVIEW THE SITE SHALL BE REMOVED BY SWEEPING. CONDITIONS AND TO CORRELATE THESE \. OBSERVATIONS WITH THE PROJECT WORK DOWNSTREAM. SPRAY EXPOSED SOILS WITH AND INCLUDE ALL NECESSARY DEMOLITION, WATER TO PREVENT DUST RUNOFF SHALL WHETHER SHOWN OR NOT, AND INCLUDE ALL SHEET C1.1 SUCH COSTS IN THE BASE BID. I "z _ I �C- 2. CLEARING: IT IS THE INTENT OF THE WORK 'i> Q CONTRACTOR SHALL EXCAVATE AND FILL AS 1 NECESSARY TO ACHIEVE SUBGRADES IN LAWN COMPLETE ALL THE WORK OF THIS PROJECT. 'M�tYI81E L s usmoa sEC S,ancu .l� 3. CONTRACTOR SHALL LEGALLY DISPOSE OFF THE OWNER'S PROPERTY, ALL DEMOLISHED 8. PROTECT EXISTING UTILITIES WITHIN THE W WORK LIMITS NOT SPECIFICALLY INDICATED OTHERWISE. FOR DEMOLITION. RAISE EXISTING UTILITIES TO FINISHED GRADE. ■ Ljj SEE SHEETS C1.4 AND C1.5 FOR TEMPORARY DEMOLITION ACTIVITIES. SEE SPECIFICATIONS EROSION AND SEDIMENT CONTROL NOTES FOR ALLOWABLE BACKFILL MATERIALS. AND DETAILS. CONSTRUCTION SEQUENCE Ljj / z ■IS ■ A mmmm, wM ■� 1 I' l a I d- v tv v� a� ■ U I Z r -- - -- �' - -- >s J D- _ ._ _41� SHEET C1.3 ,l o-ea.o P� I ;'yu4ls�iry JW�iwo "�aD°. --w� I � I� ■ 456.... .e_. p 458 J -7 7T ''ST ,t s p J" p,, a/ SHEET C1.2 Know what's beim. Call before you dig. c 011 REVISION ACE 11/28/141 WJF BY I DATE I APPR A BRAUN F. KATONA k FIERST D- x--_ jqj I I� s GENERAL NOTES 1. DEMOLITION: IT IS THE INTENT OF THE WORK 5. q54 UNDER THIS CONTRACT TO INCLUDE THE NECESSARY TO PROVIDE IMPROVEMENTS. DEMOLITION OF ALL EXISTING SITE CONTRACTOR SHALL DISPOSE OF EXCESS SOD IMPROVEMENTS AS INDICATED BY THIS AND TOPSOIL OFFSITE. DRAWING OR AS REQUIRED FOR NEW l J CONSTRUCTION. IT IS THE CONTRACTOR'S 6. 1 0 RESPONSIBILITY TO FULLY REVIEW THE SITE SHALL BE REMOVED BY SWEEPING. CONDITIONS AND TO CORRELATE THESE SEDIMENTS SHALL NOT BE WASHED OBSERVATIONS WITH THE PROJECT WORK DOWNSTREAM. SPRAY EXPOSED SOILS WITH AND INCLUDE ALL NECESSARY DEMOLITION, WATER TO PREVENT DUST RUNOFF SHALL WHETHER SHOWN OR NOT, AND INCLUDE ALL NOT BE CREATED BY SPRAYING. EROSION SUCH COSTS IN THE BASE BID. I "z _ I �C- 2. CLEARING: IT IS THE INTENT OF THE WORK 'i> UNDER THIS CONTRACT TO CONDUCT ALL T CONTRACTOR SHALL EXCAVATE AND FILL AS CLEARING NECESSARY TO BE ABLE TO NECESSARY TO ACHIEVE SUBGRADES IN LAWN COMPLETE ALL THE WORK OF THIS PROJECT. 'M�tYI81E L s usmoa sEC S,ancu .l� SHEET C1.3 ,l o-ea.o P� I ;'yu4ls�iry JW�iwo "�aD°. --w� I � I� ■ 456.... .e_. p 458 J -7 7T ''ST ,t s p J" p,, a/ SHEET C1.2 Know what's beim. Call before you dig. c 011 REVISION ACE 11/28/141 WJF BY I DATE I APPR A BRAUN F. KATONA k FIERST D- x--_ jqj I I� s GENERAL NOTES 1. DEMOLITION: IT IS THE INTENT OF THE WORK 5. REMOVE EXISTING SOD AND TOPSOIL AS UNDER THIS CONTRACT TO INCLUDE THE NECESSARY TO PROVIDE IMPROVEMENTS. DEMOLITION OF ALL EXISTING SITE CONTRACTOR SHALL DISPOSE OF EXCESS SOD IMPROVEMENTS AS INDICATED BY THIS AND TOPSOIL OFFSITE. DRAWING OR AS REQUIRED FOR NEW l J CONSTRUCTION. IT IS THE CONTRACTOR'S 6. SEDIMENTS TRACKED ONTO PAVED SURFACES RESPONSIBILITY TO FULLY REVIEW THE SITE SHALL BE REMOVED BY SWEEPING. CONDITIONS AND TO CORRELATE THESE SEDIMENTS SHALL NOT BE WASHED OBSERVATIONS WITH THE PROJECT WORK DOWNSTREAM. SPRAY EXPOSED SOILS WITH AND INCLUDE ALL NECESSARY DEMOLITION, WATER TO PREVENT DUST RUNOFF SHALL WHETHER SHOWN OR NOT, AND INCLUDE ALL NOT BE CREATED BY SPRAYING. EROSION SUCH COSTS IN THE BASE BID. CONTROL MEASURES SHALL BE PROVIDED "z THROUGHOUT CONSTRUCTION. 2. CLEARING: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO CONDUCT ALL T CONTRACTOR SHALL EXCAVATE AND FILL AS CLEARING NECESSARY TO BE ABLE TO NECESSARY TO ACHIEVE SUBGRADES IN LAWN COMPLETE ALL THE WORK OF THIS PROJECT. AND PLANTER BEDS REQUIRED BY THE LANDSCAPE PLANS. 3. CONTRACTOR SHALL LEGALLY DISPOSE OFF THE OWNER'S PROPERTY, ALL DEMOLISHED 8. PROTECT EXISTING UTILITIES WITHIN THE AND REMOVED MATERIALS UNLESS INDICATED WORK LIMITS NOT SPECIFICALLY INDICATED OTHERWISE. FOR DEMOLITION. RAISE EXISTING UTILITIES TO FINISHED GRADE. 4. BACKFILL AND COMPACT ALL VOIDS AND DEPRESSIONS OCCURING AS A RESULT OF 9. SEE SHEETS C1.4 AND C1.5 FOR TEMPORARY DEMOLITION ACTIVITIES. SEE SPECIFICATIONS EROSION AND SEDIMENT CONTROL NOTES FOR ALLOWABLE BACKFILL MATERIALS. AND DETAILS. CONSTRUCTION SEQUENCE 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:1 V 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 NEW PORTABLE CLASSROOMS PER SHEET C2.4. 16. CONSTRUCT PERMANENT STORMWATER FACILITIES. 17. CONSTRUCT ALL OTHER SITE IMPROVEMENTS. 18. SEED OR SOD ANY AREA TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 19. UPON SUBSTANTIAL COMPLETION, ALL DISTURBED AREAS MUST BE STABILIZED. EROSION AND SEDIMENT CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL APRROVAL IS OBTAINED FROM THE CITY OR RENTON. *AHBLB 5 R- 311502 Checked for Cqtnpliance to City Standards PERMIT SET :Ie _ AS NOTED 1tl�01f - MAT,", CITY OF RENTON O1�'O1 DATUM anusru Planning /Building /Public Works Dept. . xor ac .Nx acvE �tmwnr SIONAL io I ,! NOTICE T A C O M A - SEATTLE • SPOKANE •TRI- CITIES xmuno� v ac 000�en wu Nm�a x NtlLS9NIL N%L MN NiYLE N9�1Y V •N 2215 North 30th Street, Suite 300 Tacoma, WA 98403 OLY fA M AOQ! 011dm N lE 9m'. N06WIfmS:HDIW IWMt NNmW 253.353.2422 TEL 253.3832572 FAx wwA'.ahN.can x7:B mou m TM� NOFLI a ra wraoa NY6C uae RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 MIAKH 2014 SITE IMPROVEMENTS NaB�m RENTON SCHOOL DISTRICT ANN OVERALL TESC AND DEMOLITION PLAN C1'0 am 2 X35 A- NNNNAA z 0 �z ,9 a M d o � n l J { Hy 1 N0 O L7 n 8z d y m "z IaInn 9 �C r _a__ - I - 6'^ CL CL a_ µ HIM Azi,5.2t I I I (CAPPED DOWN TURNED 42 7 { -W _ - ,d Ol -W TEE, INLE VAULTS _ F,,/q 4<o �n Irtuiiure itt ,ivtni) // ( r 42765 (BOTTOM TEE, INLET) - xB _ w w CATCH -BASIN -� -.-__� - - _ r r -3c; _.• i_ - - _- GCE - CATCh B SJJ I 10 - RIM 428.74 ■ 10 _- RIM. 428:89 - -- - _i�APPEC, DLYUN TI IRKED- _ 1 - _ - CATCH BASIN T - RIM 427.94 RIM 427.6 _. (CAPPED D.1 61 (TOP TEE-N,) .. 55N. -SEWER MANHOLE -- ' 0 PVC. W 4219 / -- - 428.45 T - 42bk5 (96Fi;'JM- TEETIJLETF g9 _- -. _ L - _ (9P TEE) _ - -CHANNEL-(6`-CONC. CONC s;) -� - 42750 (BOTTOM TEE., INLL<r) _ - -_ J 12� ■' ® -.. ` _. �.. . __ ..12 _ > _ _445� _rte _ . ' ■ 0 -- ®..- _ - _ - -_45 -- - 12 o _ Z LUx_ p _ 13/11/141 I I I / ��r► x, x_ _x - A 1-r X X K a W _ l - - - - - - - - i' �B■ �lo ACB > ... >... - I 3 /e 1/17/14 WJF �- GRAVEL CHECK DAM BY 3 C1. APPR CATCH BASIN SEDIMENT BARRIER ® ® 8. EL i e 2 I e� 2 Ll l Know what's below. ® Wei s' Call before you dig. �e OF N 10 UTILITY EASEM ENT 1 CIO REQ. NO. 5801097. ■ I� \,,, 1 O LINK FENCE ■ I U I y LANDSCAPE TIMBER' CIO I� BORDER (TYP) / >- \ IE- ;45200 it (( • I.I II 9 ■ I 4 W ■ 24 I aHt S =w�R A e � MY 447L 'I4 C1 0� W 3 442.26 AT CENTER \ 25 I ■ I CF CHAN \EL (8° �Av' CON SIR \� IE= 452.00 - W I/ \0 ADDE w W 0 / ■ z 'i / ■ I I II c \� {- / Q / I I I-D ■ I ` rn I W ■ I i U■. - I . I , Q z O I I SPRUC ■ Z ■ I I 9 RUBBER MAI W I 4" PVC PIPE PLAY WITH `qREA YpYS APPROX. LOCATION, IE UNKNOWN 7L -/- /-/7 DH ■ .I SAN _ -R 'MANN E� 9, 455.$3 443 �4 CEN OF CHANNEL (6" CONC Q SE.,E.,NiL JASPER ON NOR H S,j E C 18 on imummi ME mumuti no womom Eli LEGEND , GRAVEL a v X - KEY NOTES - - -■ -' _ ` I . - -�' � � O 1 PROTECT EXISTING -�ENCE F _ - D -- 5 O SILT FENCE CATCH BASIN - 12 CH ASIN. 10 RIM - 42922- - - �1 .■ O3 WORK LIMITS .. �421M Y40- -( CAPPED DOW\ TURNED - , L,, HA," PE! -0�YN-7�'FTE -D: -1 61 . D.I. TEE N) - ^o S" S:) - X8.37- (ro?`E,) �� SIN 429'73 ' PROTECT EXISTING STORM STRUCTURE AND ASSOCIATED 428.9 ( lEfj- I _2- (BBrR74i"ICE - - (GAPPE] GOWN TURNE-0 4 - N�_i} ) APPURTENANCES j� q ?8.3A ([0, TEEx _ ■ ; I - {- - _ i5 (3Qi: U'+ ILF, INLET) -■ O PROTECT EXISTING STORM DRAIN LINE DRAINAer <: 01NEL RAI' - 6 PROTECT EXISTING POWER AND COMMUNICATION STRUCTURE AND ® ■ ® ��" - ? DIZETER ^8" CONC. " " =IF'E) 3 - -" ■ O ASSOCIATED APPURTENANCES. SEE ELECTRICAL PLANS. ■� _ �� // 5 N ° AR TOP OF BANK `- -" ■ _ � ._ - - � � _- -= O PROTECT EXISTING POWER AND COMMUNICATION LINE. SEE ELECTRICAL 11 1 12 PLANS. -- _ -M so x o (CAPPED % TURNED O DEMOLISH EXISTING FENCE. ILI 429 56 2 . 42844 ( bO TTUI E, INLET) (° O CLEAR AND GRUB EXISTING TREE \ .° °� -��• -� ..._� .'LET) I7 10 CATCH BASIN SEDIME 8 NT BARRIER 1 �� °C'\ .•. )- ❑ EDGE OF CYi C1. 15 18 17 GRAVEL r (11 DEMOLISH EXISTING STORM DRAIN STRUCTURE AND PIPING -moo ,� � �6 ° o■ � 12 PROTECT EXISTING TREE TO REMAIN w �= vd �� -o a o °o • o ° °o • o ° °o • o LU 13 PROTECT EXISTING WATER LINE U) 14 PROTECT EXISTING SANITARY SEWER LINE AND MANHOLE. LLB �/ ° °o o ° oq • o boo �' �" `o •�_° z 15 PROTECT EXISTING GAS LINE. PROTECT EXISTING PORTABLE CLASSROOM UNTIL NO LONGER USED BY Q ° °�' °� /l4 -°-O■ = 16 SCHOOL DISTRICT. DEMOLISH PORTABLE CLASSROOM AFTER SCHOOL U DISTRICT USE IS COMPLETE. >1 I _ 455 -- LL / ° r Q 17 TEMPORARY INTERCEPTOR DITCH C1 5 18 GRAVEL CHECK DAM I ■ NEW PORTABLE o� -I- -I ■ 19 DEMOLISH EXISTING BASKETBALL BACKBOARD AND POST AND CLASSROOMS j ASSOCIATED APPURTENANCES. I 27 SEE SHEET C2.4 5 j jr_ 20 DEMOLISH EXISTING BIG TOY AND ASSOCIATED APPURTENANCES. I 5 !, 21 DEMOLISH EXISTING BENCH AND RELATED APPURTENANCES. 1 ■ 22 DEMOLISH EXISTING CONCRETE WALK AND STAIRS. I - -- BUILDING OVr.R'(TYPj ' \� 23 DEMOLISH HOME PLATE AND ASSOCIATED APPURTENANCES. I 13 I � - 24 SALVAGE AND PROVIDE SOCCER GOAL TO OWNER. I 14 ■ 25 DEMOLISH EXISTING CURB. o ■ 6 7 30 MATCHLINE SHEET C1.2 DEMOLISH EXISTING GRAVEL DEMOLISH EXISTING CONCRETE CONSTRUCTION ENTRANCE (INSTALL AFTER PORTABLE / PAVEMENT DEMOLITION) ROCK OUTFALL NO. NO. 4 k- -_-1 REVISION MA 7MMENTS WORK LIMITS ■■■■■■■■■■ 13/11/141 WJF SILT FENCE X X K 5 C1. 1/28/14 SAWCUT LINE - - - - - - - - - - ACB TEMPORARY INTERCEPTOR DITCH - ... >... - C1. e DEMOLISH EXISTING UTILITY 1/17/14 WJF W. FIERST GRAVEL CHECK DAM BY 3 C1. APPR CATCH BASIN SEDIMENT BARRIER ® ® C1 e DEMOLISH EXISTING ASPHALT / PLAY SURFACE Know what's below. Call before you dig. GRAVEL a v X - KEY NOTES - - -■ -' _ ` I . - -�' � � O 1 PROTECT EXISTING -�ENCE F _ - D -- 5 O SILT FENCE CATCH BASIN - 12 CH ASIN. 10 RIM - 42922- - - �1 .■ O3 WORK LIMITS .. �421M Y40- -( CAPPED DOW\ TURNED - , L,, HA," PE! -0�YN-7�'FTE -D: -1 61 . D.I. TEE N) - ^o S" S:) - X8.37- (ro?`E,) �� SIN 429'73 ' PROTECT EXISTING STORM STRUCTURE AND ASSOCIATED 428.9 ( lEfj- I _2- (BBrR74i"ICE - - (GAPPE] GOWN TURNE-0 4 - N�_i} ) APPURTENANCES j� q ?8.3A ([0, TEEx _ ■ ; I - {- - _ i5 (3Qi: U'+ ILF, INLET) -■ O PROTECT EXISTING STORM DRAIN LINE DRAINAer <: 01NEL RAI' - 6 PROTECT EXISTING POWER AND COMMUNICATION STRUCTURE AND ® ■ ® ��" - ? DIZETER ^8" CONC. " " =IF'E) 3 - -" ■ O ASSOCIATED APPURTENANCES. SEE ELECTRICAL PLANS. ■� _ �� // 5 N ° AR TOP OF BANK `- -" ■ _ � ._ - - � � _- -= O PROTECT EXISTING POWER AND COMMUNICATION LINE. SEE ELECTRICAL 11 1 12 PLANS. -- _ -M so x o (CAPPED % TURNED O DEMOLISH EXISTING FENCE. ILI 429 56 2 . 42844 ( bO TTUI E, INLET) (° O CLEAR AND GRUB EXISTING TREE \ .° °� -��• -� ..._� .'LET) I7 10 CATCH BASIN SEDIME 8 NT BARRIER 1 �� °C'\ .•. )- ❑ EDGE OF CYi C1. 15 18 17 GRAVEL r (11 DEMOLISH EXISTING STORM DRAIN STRUCTURE AND PIPING -moo ,� � �6 ° o■ � 12 PROTECT EXISTING TREE TO REMAIN w �= vd �� -o a o °o • o ° °o • o ° °o • o LU 13 PROTECT EXISTING WATER LINE U) 14 PROTECT EXISTING SANITARY SEWER LINE AND MANHOLE. LLB �/ ° °o o ° oq • o boo �' �" `o •�_° z 15 PROTECT EXISTING GAS LINE. PROTECT EXISTING PORTABLE CLASSROOM UNTIL NO LONGER USED BY Q ° °�' °� /l4 -°-O■ = 16 SCHOOL DISTRICT. DEMOLISH PORTABLE CLASSROOM AFTER SCHOOL U DISTRICT USE IS COMPLETE. >1 I _ 455 -- LL / ° r Q 17 TEMPORARY INTERCEPTOR DITCH C1 5 18 GRAVEL CHECK DAM I ■ NEW PORTABLE o� -I- -I ■ 19 DEMOLISH EXISTING BASKETBALL BACKBOARD AND POST AND CLASSROOMS j ASSOCIATED APPURTENANCES. I 27 SEE SHEET C2.4 5 j jr_ 20 DEMOLISH EXISTING BIG TOY AND ASSOCIATED APPURTENANCES. I 5 !, 21 DEMOLISH EXISTING BENCH AND RELATED APPURTENANCES. 1 ■ 22 DEMOLISH EXISTING CONCRETE WALK AND STAIRS. I - -- BUILDING OVr.R'(TYPj ' \� 23 DEMOLISH HOME PLATE AND ASSOCIATED APPURTENANCES. I 13 I � - 24 SALVAGE AND PROVIDE SOCCER GOAL TO OWNER. I 14 ■ 25 DEMOLISH EXISTING CURB. o ■ 6 7 30 MATCHLINE SHEET C1.2 DEMOLISH EXISTING GRAVEL DEMOLISH EXISTING CONCRETE CONSTRUCTION ENTRANCE (INSTALL AFTER PORTABLE / PAVEMENT DEMOLITION) ROCK OUTFALL NO. NO. 4 k- -_-1 REVISION MA 7MMENTS ACB 13/11/141 WJF ooaA ACB 1/28/14 WJF BRAUN ACB 1/24/14 WJF °W"` F. KATONA ACB 1/17/14 WJF W. FIERST BY DATE APPR S coMFOF 1 26 DEMOLISH EXISTING ROCK WALL. «A�c 27 NEW PORTABLE CAP AND ABANDON, OR REMOVE EXISTING GAS LINE. / I CLASSROOMS / �` -�I 28 REMOVE EXISTING OIL AND DIESEL TANKS AND ASSOCIATED 27 SEE SHEET C2.4 / { ■ APPURTENANCES PER HAZARDOUS MATERIAL DRAWINGS. 7 I / ,' ■ INCLUDE IN BASE BID THE REMOVAL OF 200 CY (350 TON) OF CONTAMINATED SOIL AROUND TANKS. REPLACE WITH SUITABLE MATERIAL. SEE SPEC. SECTION 02.86.00 PROTECT EXISTING GAS METER. REMOVE EXISTING BOLLARDS. }{A 30 REMOVE EXISTING POWER POLE. PROTECT POWER METER. COORDINATE WITH PSE SEE ELECTRICAL PLANS. �} 31 DEMOLISH EXISTING HOSE BIB AND DRINKING FOUNTAIN. PROTECT EXISTING BUILDING OVERHANG AND COLUMNS TO REMAIN. 33 DEMOLISH EXISTING FUNNEL BALL POST. CH BASIN 13 ■ ' RI M 455.05 S TOP PIPE 454.03 (4" D.I. WITH ■ O DEMOLISH EXISTING GAS LINE. DOWN TURNED ELBOW) d IS 453.20 (INLET OF ELBOW, I 35 DEMOLISH EXISTING WATER LINE. SAWCUT AND DEMOLISH EXISTING F 4" D.I. S.) PAVEMENT ALONG EXISTING WATER TO ALLOW REMOVAL AND 6' WOOD FENCE O REPLACEMENT. SEE SHEETS C3.4 AND C3.5 FOR WATER DEMOLITION AND FF= 456,30 REPLACEMENT LIMITS. S) YARD DRAIN 11 ■ L �> ELEV.55382 AT BEND IN ■ *AHBLe VERTICAL 3" D.I. PIPE s (FULL OF WATER, UNABLE TO SEE DIRECTION OF OUTLET) .. -F_q =F= 456.34 HOSE BIB 31 R=371503 6 He g 29 FF= 456.31 DRINKING FOUNTAIN 31 GRAPHIC SCALE iA CQL On 0 10 20 40 FEET �'U`a9 of �bQPJ+ 1" = 20 FEET to City Standards R µG -r-l'q PERMIT SET AS NOTED 1p1®"""'"010°�1001 E: CITY OF RENTON °E°' -DATUM aNU Planning /Building /Public Works Dept. F M! tlC M]I SC11E .1COpNNNY D= N0710E T A C O M A - SEATTLE • SPOKANE • TRI- CITIES u¢vm1 v se om�ert wu 6an.¢ x NV6©OLYN N49NLE fl9GNN 6 ' Y M W- a` �"� � 2215 North 30th Street, Suite 300 Tacoma, WA 9840; ONItlP 80115 N M1 TN N�IF111N Ii 16i MY f01 M 8061 fpOiO M H am -M NNNNrtWS1601pI NYMt N90lA 253.383.2422 TEL 253.383.2512 FAX wwW.ahbl.can WEB immol m nut NGFO1 a ru xrcaw NY16C Nae RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 11l 201' SITE IMPROVEMENTS RENTON SCHOOL DISTRICT :o TESC AND DEMOLITION PLAN C1.1 am 3 X35 0©E n z O �z n 0 a l J 0 \ �, a n R � ril ° a � m ti W5r $z C7 r 4, h, z a MATCHLINE SHEET C1.1 ME immmum UNK FENCE / I I I� � ONE STORY CONC. �S6 I E:h�S 1454.0 ANO�ERICK BLDG. CL ■ CL / I — +� lF =456 . 28 I !r 2 O ■ ��nn ■i `, „ „ y/ FF- 4:i6. ?& - WIRES HANGING FROM BUILDSA6 f-BU LDING OVERHANG Z �� 457.82 V '. a -. ( FF 456.35 FF= 43.17 "" W LU s SCO / RRIGA rl ■ a a W W 11 1 22 � � � ■ 23 � 11 � � 28 � 45'$\ ■ M ■ T ■ v n n r� z _ W � c v a � v 9 9 � > -. _ -.456 ■ i� \ 0' - _ _ 457_ _— \ w J ■ v B „ O_ -_�- 28 ...458 13 ■ U) O I ■� ■ ■ ■� ■■■m■ ■I■0 ■t —z `'Q —� 15 - - -- �'1 If ' L -W-- - -N' __— 41-W (PV�l 15 \ — — - - - - — _ ii �� 3'31° 'N 949.06' �' — — — 459 ll.l 12 -,CPP W. END) x D _ h i -r!' - -- - cc _ GO A o Z ti ■■ ■ ■ ■t11t ■.■ ■ – �, v 3 (s X415 sT) W µ " _= — — — - - — / - S 88'1' 1`' K 979.11'�N) A — _ -- �- S— -- 5 - - -. - T— �J�_449, 8'AT4 NTER OF S� S 27TH ST ,O I ,:.■ S S - T. CHANNEL (8 PVC LADDWON NORr..;_sDE,; .. 1 U.1 10 \ — A – N� _ D - -� - - -p -- < -- –D-- � ',ti– – – ,,, – – V' -_ l.�_. – - �� L h– - D – D-- – - – – p– .– -e D – – – 4 OP -- IE 44 &08 ,1 CO - - -� — — _ -.'- - rr. •. "'""'_ — "I - --- -- '— ..__ %- __. —; �— A DRAIN - ..�.... ...�I - NC 1 Dj I. 'AND _... . " 461 .97 ■ Z 5 N. SE1'RR yUANHO_E _ � IF 457.85 (12" GONG) IE IF 460612(112° CUNC W.) RI '. 19 AT -- CATCH BASIN 42 19 AT CENTER OF IZ C/) LEGEND WORK LIMITS ■ ■ ■ ■ ■ ■ ■ ■ ■■ SILT FENCE - M QSAWCUT LINE – – – – – – – – – – U TEMPORARY INTERCEPTOR DITCH —... �... 4 c,. Q DEMOLISH EXISTING UTILITY c z ! BLE 0 GRAVEL CHECK DAM 3 s i L jJ CATCH BASIN SEDIMENT BARRIER ® C1 cc DEMOLISH EXISTING ASPHALT /PLAY SURFACE Know what's below. Call before you dig. 1 \l I 4 REVISION DEMOLISH EXISTING GRAVEL DEMOLISH EXISTING CONCRETE CONSTRUCTION ENTRANCE (INSTALL AFTER PORTABLE / PAVEMENT DEMOLITION) PROVIDE WHEEL WASH IF NECESSARY TO PREVENT SEDIMENT FROM LEAVING SITE ROCK OUTFALL .CB 1/28/14T WJF A BRAUN ICE 1/24/141 WJF F. KATONA ICB 1 17 14 WJF vxoxm W. FIERST BY DATE I APPR 'S. COMFORT T 00 2 1. 3 1. GRAPHIC SCALE 0 10 20 40 FEET I" = 20 FEET PERMIT SET u; H oy vvvw xxo , J AS NOTED DATUM �� a nu acvc F Ml! tlE Mpl scut KcamxNtt v y � KEYNOTES O PROTECT EXISTING FENCE O SILT FENCE e C1. O3 WORK LIMITS OPROTECT EXISTING STORM STRUCTURE AND ASSOCIATED APPURTENANCES O PROTECT EXISTING STORM DRAIN LINE OPROTECT EXISTING POWER AND COMMUNICATION STRUCTURE AND ASSOCIATED APPURTENANCES OPROTECT EXISTING POWER AND COMMUNICATION LINE. SEE ELECTRICAL PLANS. O DEMOLISH EXISTING FENCE O9 CLEAR AND GRUB EXISTING TREE 10 CATCH BASIN SEDIMENT BARRIER e 1. 11 DEMOLISH EXISTING STORM DRAIN STRUCTURE AND PIPING 12 PROTECT EXISTING TREE TO REMAIN 5 13 PROTECT EXISTING WATER LINE 14 PROTECT EXISTING SANITARY SEWER LINE 15 PROTECT EXISTING GAS LINE. 16 PROTECT EXISTING PORTABLE CLASSROOM UNTIL NO LONGER USED BY SCHOOL DISTRICT. DEMOLISH PORTABLE CLASSROOM AND APPURTENANCES AFTER SCHOOL DISTRICT USE IS COMPLETE. 17 TEMPORARY INTERCEPTOR DITCH e 18 GRAVEL CHECK DAM e c,. ,B DEMOLISH EXISTING BASKETBALL BACKBOARD AND POST AND 6 ASSOCIATED APPURTENANCES. 20 DEMOLISH EXISTING BIG TOY AND ASSOCIATED APPURTENANCES. 21 DEMOLISH EXISTING BENCH AND RELATED APPURTERANCES. 22 DEMOLISH EXISTING CONCRETE WALK AND STAIRS, 23 DEMOLISH HOME PLATE AND ASSOCIATED APPURTENANCES. 24 SALVAGE AND PROVIDE SOCCER GOAL TO OWNER. 25 DEMOLISH EXISTING CURB. 26 DEMOLISH EXISTING ROCK WALL. 27 DEMOLISH EXISTING POWER AND COMMUNICATIONS LINES AFTER REMOVAL OF PORTABLES. DEMOLISH EXISTING WATER LINE AND ASSOCIATED APPURTENANCES. 28 SEE SHEET C3.2 FOR LIMITS OF WATER LINE REMOVAL AND REPLACEMENT. R- 311504 Checked for ompl" nce to City Standards 41110 aa:4'9�NAS ®' II`l D NOTICE 111` T A C O M A • SEATTLE • SPOKANE • TRI- CITIES YmYVx 6➢6 Mlfilf 91Y11lOIGF H xsns,xw YM NO 9ix1xE x9GLl6 2215 North 30th Street, Suite 300 Tacoma, WA 9840: axvsF xvrs x rt m xmsen siv vF xs.rvxwa�mxm.xxssam 253.383.2422 TEL 253.383.2572 FAX www.ahbi.com WEB xx xxxmvvn ry xww. xxxav mx�v mnurxmsery ry xx ssv wow. IT CITY OF RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 MARCH 2O1, RENTON SITE IMPROVEMENTS RENTON SCHOOL DISTRICT Planning /Building /Public Works Dept. TESC AND DEMOLITION PLAN C1'2 am 4 X35 n z H oy C1 � p J o l a> 1 v y � °o z =n �n 1 wsr $z � or �z 9 -�C H '� v/ IL a_ w (n z Z H- w w a w O cr w O O U Ir F- z w 2 w J w Z w J z IM Q w 0 a 0 Z w Ir c MATCHLINE SHEET C1.2 MATCHLINE SHEET CIA NOMP� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ � ■ ■ MINION ■ ■ ■ ■ Itl� ■ ■ N I v --- I 1 I v n• ow v 0• o v v 0 o v v 0. o o { ,I 22 d" �iS ° pv o pv o po 0 11� tt �I III 26 sh Z �r O A mI I l °Ar _ f 'I II ` 29 ° Q(` 0 , ' FLAGPOLE 0 8 8 . 1 ° i :° • ' ` 6 n. '4 ` CWiAJ \L26REU ° ° • 4 ° �(( �� I' � L _. 32 moo A / o °' -P _0 . p v ° o 0 0 ° O I, P i�^ k o � ¢ pp ° ° v o ° 0 • o o Oo 0 0 pp ° ° 0 o o O0 0 pp ° ° 0 0 °0� , . o.,,.0 v 18 WA 0 0 0 34 3 /GGGG_ w I !�>ijamI1 I C ; I ( IIIiII I I I I � I '. ■ ■ . . 36 T ! 26 0 01 o ° ° 0, o ° ° 0, o ° ° •I y , ° Q ° { ;r / I TnI 22 0 cA Er oo I Rio } ,�ti 1 �I. 1 a ''. .)Q °�. v-o - �. o v •� a , - a7v- o--ii' 0..0 0 0; 0 0 0 0 e , ®.Se i60170 1FE, I�: 0 0� � � �r MEU o °. 0 0 . 0 0 . 0 0 °. 0 0 ° °b . 0 0 . 0 o C>*TCI- uV,S N p° SL IE 2 G� 30 I o ! •e .0 t- LAND APE oD ° o o ° 0 ° o o v �.� • �® I ) v v v I 0 a 0 °RO6 0 a 0 0 0,' Q° f 0 / it =054.60 / ,/ iv 42My54 6- � 77 0 0 O o ° O o ° O o 0 0 0 0 ° 0 * i� DA, �11 I� ti2D.54 �/ - - �_ h3 ', 'T� o v v 0, o v v 0• o° v 0 o v v 0• o° v 0, o° v 0• oov 01 o v v 0• � � � - 9 o I I 00 ° .00 °, 00 °, .Oo ° .00 .00 12 !�1 4 I I,. ° �• /. " �0 ° 0.. o- MGE00Fo- 0--0 -0- 0 0 ° 0 0 0 0 0 () ° 0 0 vGRAVEL O, ovv O, o'v -v 0 _v fi I 4 PRING OLE CH L _ i - gyp% r x ' NELSEN MI DLE SCH, iSIGN �• 27 _ I 28 OP 3 -- _ 2 � !' ,z�. - b - --- - -�;- - _-� - -- --� -, � � - - -- STAFF V dl.i CNWgVd ON.. - 3NVI d:�:ONINtV d, On Ib R ■-� -® .® - �- 33 TAF,r .l Yl Q,.. x, xx u.,. a <c 7■ I■- _ - _ - �� a m Pnw<IwG �'i =tx6 �� r�6' a�� zxu w�ii -v'z2 �x�i u0 9 °6 "6 l , 5. ATCH 6N I h a- a 15 v i RIM 452.12 4 10 15 I , �` -- / ,�.�;�iiVj, _ _- It cNI>Iard oN Iv 450-59 (17 coNC. N.) - - -- - an; - -- -7- r -w- 4RI JON °'r BASIN f cn I ®� E-430.42 BKINC 6 D.I. NW IE 423.57 RI CPEP SG I - - - -- ! CATCH BASIN RIM 449.82 448.67 (6' PVC W.) •�- "� �i �f- [ ®' IE 448.00 (12° CONIC. S.) (JONES AV- S.) I 4 IE 447.91 (12' CONC. E.) CATCH BASIN 1 ! RIM 44529 IE 445.5S (12" CO 'G W.) (n i IE 403.09 (12' CO \w. E.) S0'- LEGEND WORK LIMITS ■ ■ ■ ■ ■ ® ■ ® ®® SILT FENCE 3f if 3f 5 C1 SAWCUTLINE - - - - - - - - - - TEMPORARY INTERCEPTOR DITCH - . -. >... D C1. e DEMOLISH EXISTING UTILITY GRAVEL CHECK DAM , • ' W 3 C1. CATCH BASIN SEDIMENT BARRIER ® 1 C1. DEMOLISH EXISTING ASPHALT / PLAY SURFACE a DEMOLISH EXISTING GRAVEL r a oo• DEMOLISH EXISTING CONCRETE CONSTRUCTION ENTRANCE (INSTALL AFTER PORTABLE / PAVEMENT 2 DEMOLITION) C1. ROCK OUTFALL A& 3 1. Know whaPs beam. Call before you dig. KEY NOTES OPROTECT EXISTING FENCE O SILT FENCE e C1. O WORK LIMITS OPROTECT EXISTING STORM STRUCTURE AND ASSOCIATED APPURTENANCES OPROTECT EXISTING STORM DRAIN LINE OPROTECT EXISTING POWER AND COMMUNICATION STRUCTURE AND ASSOCIATED APPURTENANCES OPROTECT EXISTING POWER AND COMMUNICATION LINE O DEMOLISH EXISTING FENCE. O CLEAR AND GRUB EXISTING TREE ill CATCH BASIN SEDIMENT BARRIER e C1. 11 DEMOLISH EXISTING STORM DRAIN STRUCTURE AND PIPING 12 PROTECT EXISTING TREE TO REMAIN 13 PROTECT EXISTING WATER LINE 14 PROTECT EXISTING SANITARY SEWER LINE 15 PROTECT EXISTING GAS LINE. mej ADDENDUM NO. 4 ADDENDUM NO. 3 ADDENDUM N0. 1 REVISION KEY NOTES 16 PROTECT EXISTING PORTABLE CLASSROOM UNTIL NO LONGER USED BY SCHOOL DISTRICT. DEMOLISH PORTABLE CLASSROOM AFTER SCHOOL DISTRICT USE IS COMPLETE. 17 TEMPORARY INTERCEPTOR DITCH 4 1. 18 GRAVEL CHECK DAM e C1. 19 DEMOLISH EXISTING BASKETBALL BACKBOARD AND POST AND ASSOCIATED APPURTENANCES. 20 DEMOLISH EXISTING BIG TOY AND ASSOCIATED APPURTENANCES. 21 DEMOLISH EXISTING BENCH AND RELATED APPURTERANCES. 22 DEMOLISH EXISTING CONCRETE WALK AND STAIRS. 23 DEMOLISH HOME PLATE AND ASSOCIATED APPURTENANCES. 24 SALVAGE AND PROVIDE SOCCER GOAL TO OWNER. 25 DEMOLISH EXISTING CURB. (TYPICAL) 26 DEMOLISH EXISTING ROCK WALL. 27 DEMOLISH EXISTING SIGN. 28 REMOVE, PROTECT, AND RELOCATE EXISTING SIGN PER SHEETS C4.3 AND C5.3 29 DEMOLISH EXISTING BIKE RACK. 30 PROTECT EXISTING SIGN. ACB 1/28/14 WJF A BRAUN ACB 1/24/141 WJF F. KATONA ACB 1/17' /14 WJF oFam W. FlERST BY DATE I APPR x•m.s COMFORT KEY NOTES 31 PROTECT EXISTING WATER METER. 32 DEMOLISH A PORTION OF COVERED WALKWAY OVERHANG. SEE ARCHITECTS PLANS. 33 COORDINATE POWER POLE GUY WIRE RELOCATION WITH PSE. SEE 8 SHEET C4.3. O DEMOLISH EXISTING FLAG POLE. 35 CAP AND ABANDON EXISTING STORM LINE TO REMAIN. 36 DEMOLISH EXISTING WATER LINE. SAWCUT AND DEMOLISH EXISTING PAVEMENT ALONG EXISTING WATER TO ALLOW REMOVAL AND REPLACEMENT, SEE SHEETS C3.4 AND C3.5 FOR WATER DEMOLITION AND REPLACEMENT LIMITS. PERMIT SET •mmmu: xun 1 AS NOTED 01E'O1 DATUM F NOr pE NIUI A'.YE /LtixYOLLY R- 371505 try GRAPHIC 1 10 20 40 FEET 77; oil st`UF roR to City Standards o X1010 S'4tONAL L R Nonce I T A C O M A - SEATTLE • SPOKANE • TRI- CITIES N19Y.lYN 6 M IXdFXf 9lYL IMMMF X OOE�OL YN MO mlAllE IWNY 6 R RCITY OF �B RENTON Planning /Building /Public Works Dept. 2215 North 30th Street, Suite 300 Tacoma,WA9840: ONWP M]IIS N M1 T60CYNf 610116 253.383.2422 TEL 253.3832572 FAx wwwahbl.com wEB Naax m our Ntl61 a la Mrt °ou Moe[ ooc RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 MARCH 2O1, SITE IMPROVEMENTS RENTON SCHOOL DISTRICT TESC AND DEMOLITION PLAN C1.3 am 5 X35 A,-?>71 A- NNNNAP z H y y> a b rf o � 3 y y 1 rn t7 r , • ' W o z �z a w z w Of (L [' F rb U) CL EL a U) Z LLI LLI cr ¢d G_ LLI h U) J 0 0 U W } cc Q Z LLI LLI J LLI LLI J z cc YZ W CQ G LLI °a U Q z 0 LLI Ir ADAPTER SKIRT (FOR A PERFECT FIT) GEOTEXTILE FABRIC STRAP OVERFLOW (TO BYPASS PEAK STORM VOLUMES) 24" EXISTING CATCH BASIN #3003 SEDIMENT ONLY SEDIMENT ACCUMULATION PROVIDE CATCH BASIN SEDIMENT PROTECTION WITH STREAMGUARD BASIN INSERT #3003, FROM BOWHEAD ENVIRONMENTAL & SAFETY, LLC P.O. BOX 375 PRESTON, WA 98050 PHONE: 1-800 -909 -3677 INLET PROTECTION NOTES: 1. FILTERS SHALL BE REMOVED AND CLEANED OR REPLACED AFTER EACH STORM EVENT. R= 25'MIN i r ICI P \SVs L11 /ROCK MUST COMPLETELY COVER THE BOTTOM AND SIDES OF THE DITCH SECTION 2:1 SLOPES N. - /TOP OF DITCH �� -�" 2 " -0" ROCK AA L = THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION PLAN ,VEL CHECK DAM AS PER CITY OF RENTON ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE S OF R -O -W PRIOR TO INSTALLATION OF THE HYDROSEED SWALE A MIN OF V CONSTRUCTION ENTRANCE TO AVOID BEYOND EDGE OF SWALE DAMAGING OF THE ROADWAY _ IT IS RECOMMENDED THAT THE .��0 0 0 \ ENTRANCE BE CROWNED SO THAT V MIN LEVEL BOTTOM O 00 0 O RUNOFF DRAINS OFF THE PAD 00 00 moo 00 0 0O 0Q �2 - 7=_7771 �= p 00 oo INSTALL DRIVEWAY CULVERT IF 000 O 00 0 2'M THERE IS A ROADSIDE DITCH 0 00 000 p O PRESENT, AS PER CITY OF O 000 O RENTON ROAD STANDARDS 00 0 O(DO 0 4 "-8" QUARRY SPALLS 0 00 0 O O p iA TEMPORARY I GEOTEXTILE 000 \ , LL ...,_ �.. ..,.., CHECK DAY SPACING DITCH SLOPE % CHECK DAM SPACING (FT.) 1 100 2 50 4 25 5 20 6 15 10 10 20 5 12N]IIPiYN:11y 2:1 MAX SLOPE 12' MIN THICKNESS PROVIDE FULL WIDTH OF INGRESS /EGRESS AREA YANITENANCE STANDARDS 1. QUARRY SPALLS (OR HOG FUEL) SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM 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 A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 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 IS NECESSARY TO WASH THE STREETS, THE CONSTRUCTION OF A SMALL SUMP SHALL BE CONSIDERED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP. 4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 5. IF VEHICLES ARE ENTERING OR EXITING THE SITE AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING (SEE SECTION 3.4.1) SHALL BE INSTALLED TO CONTROL TRAFFIC. Know what's below. 0811 before you dig. E n n I I I I N RCEPTOR DITCH n 2 "x4" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC 6' MAX. I MIN. 4 "x4" TRENCH -�' U BACKFILL TRENCH WITH NATIVE SOIL OR 3/4"- POST SPACING MAY BE 1 -1 /2' WASHED GRAVEL INCREASED TO 8' IF WIRE BACKING IS USED 2 "x4" WOOD POSTS, STEEL FENCE POSTS, NOTE: FILTER FABRIC FENCES SHALL REBAR, OR EQUIVALENT BE INSTALLED ALONG CONTOUR ACB WHENEVER POSSIBLE WJF SILT FENCE ADDENDUM NO. 3 NU 1 I U 30ALL z N s EROSION CONTROL NOTES: 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE - CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT /ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND /OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION /SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 7. APPROVAL OF THIS PLAN IS FOR EROSION /SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 8. ANYAREAS 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. 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT - LADEN WATER INTO THE DOWNSTREAM SYSTEM. 14. DURING THE TIME PERIOD OF OCTOBER 18T THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN- WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. 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. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. 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. GENERAL NOTES 1. CONTRACTOR SHALL PERFORM ADDITIONAL CLEARING TO CONSTRUCT ONSITE AND OFFSITE IMPROVEMENTS IF NECESSARY. 2. GENERAL CONTRACTOR SHALL PROVIDE AN ESC SUPERVISOR WHO IS A CERTIFIED EROSION AND SEDIMENT CONTROLLEAD. 3. CONTRACTOR SHALL CONFORM TO ALL REQUIREMENTS OF THE NPDES UNDER THE DOE'S GENERAL PERMIT FOR STORMWATER DISCHARGE FROM CONSTRUCTION ACTIVITIES AND THE SWPPP. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL REQUIRED RECORDS. 4. SEE LANDSCAPE PLANS FOR FINAL VEGETATED SURFACING. 5. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION CONTROL IS ALWAYS IN ACCORDANCE WITH THE MINIMUM CITY OF RENTON TESC REQUIREMENTS. 6. CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF TESC FACILITIES. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF ADDITIONAL FACILITIES INCLUDING BUT NOT LIMITED TO FILTER FENCE, CATCH BASIN PROTECTION, SWALES, MULCHING AND SEEDING. 7. CONTRACTOR SHALL INCLUDE IN BID REMOVAL OF ALL TESC MEASURES AT COMPLETION OF PROJECT. 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 TWICE A MONTH DURING THE DRY SEASON, WEEKLY DURING THE WET SEASON AND WITHIN 24 HOURS OF SIGNIFICANT STORMS. A SIGNIFICANT STORM IS ONE WITH MORE THAN 0.5 INCHES OF RAIN IN 24 HOURS OR LESS. 3. THE CITY MAY REQUIRE THAT A WRITTEN RECORD OF THESE REVIEWS BE KEPT ON SITE WITH COPIES SUBMITTED TO THE CITY WITHIN 48 HOURS. HYDROSEEDING NOTES 1. HYDROSEEDING SHALL BE APPLIED TO ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES UNLESS OTHERWISE NOTED. 2. HYDROSEEDING TO BE AS SPECIFIED IN LANDSCAPE SPECIFICATIONS. 3. APPLICATION TO BE 100 LBS /ACRE. 4. 500 LBS /ACRE 10 -20-20 FERTILIZER, 2000 LBS/ACRE MULCH AND 40 LBS/ACRE SOIL STABILIZER TO BE APPLIED WITH SEED MIXTURE. 5. SEED BEDS PLANTED BETWEEN MAY 1 AND OCTOBER 31 WILL REQUIRE IRRIGATION AND OTHER MAINTENANCE AS NECESSARY TO FOSTER AND PROTECT THE ROOT STRUCTURE. CONTRACTOR SHALL ENSURE PROPER ROOT GROWTH REGARDLESS OF PLANTING SCHEDULE. 6. FOR SEED BEDS PLANTED BETWEEN OCTOBER 31 AND APRIL 30, ARMORING OF THE SEED WILL BE NECESSARY. (EG, GEOTEXTILES, JUTE MAT, CLEAR PLASTIC COVERING.) 7. BEFORE SEEDING, INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES, INTERCEPTOR DIKES, SWALES, LEVEL SPREADERS AND SEDIMENT BASINS. 8. THE SEEDBED SHALL BE FIRM WITH A FAIRLY FINE SURFACE, FOLLOWING SURFACE ROUGHENING. PERFORM ALL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. 9. FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS RECOMMENDATIONS. AMOUNTS USED SHOULD BE MINIMIZED, ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS. 10. SEE SPECIFICATIONS FOR HYDROSEED MIXTURES. MULCHING NOTES: 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. Z O z _1 = a a t7 m y a 46 w 0 L7 2. r" VNi o z C7 r � V1 z 9 Rm371506 8. REMOVE EXISTING SOD AND TOPSOIL AS NECESSARY TO PROVIDE IMPROVEMENTS. CONTRACTOR SHALL DISPOSE OF EXCESS SOD OFFSITE. �. c,0 9. SEDIMENTS TRACKED ONTO PAVED SURFACES SHALL BE REMOVED BY SWEEPING. SEDIMENTS SHALL NOT BE WASHED DOWNSTREAM. SPRAY EXPOSED SOILS WITH WATER TO PREVENT DUST. RUNOFF SHALL NOT BE 0Re r� CREATED BY SPRAYING. EROSION CONTROL MEASURES SHALL BE PROVIDED THROUGHOUT CONSTRUCTION. a ked for Com lance to City Standards 'b,y 8�p 0 7 �370NAL ��Il Nona= T A C 0 M A • SEATTLE • SPOKANE • TRI- CITIES PERMIT SET NTh➢AttM 6 S6 [O]r6119WL NNME M ImE�1V1 YN M09lNLE R6GH16 2215 North 30th Street, Suite 300 Tacoma,WA9840: OMRiP WIIS N M1 ➢601]IFMf 6 W IS 01M1O�vrwa�° N �a 253.383.2422 TEL 253.383.2572 FAx wwwahN.com wE6 .mow m wa Niom w,m xnara Nosy. oae RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 MARCH 2O1, SITE IMPROVEMENTS ` RENTON SCHOOL DISTRICT wY�I Nw TESC AND DEMOLITION NOTES AND DETAILS AS NOTED 1°m°'o""n ,°" , °, DATUM .L � CITY OF .0 RENTON Planning /Building /Public Works Dept. ,Ifm@ ABRAUN ADDENDUM NO. 4 ACB 1/28/14 WJF ADDENDUM NO. 3 ACB I 24 14 WJF °fl"" F. KAroru ,wc No, ADDENDUM N0. 1 ACB 1 1714 WJF w RTo wtN,L>as s Nm we wcN NO. REVISION BY DATE APPR S. COMFORT NTh➢AttM 6 S6 [O]r6119WL NNME M ImE�1V1 YN M09lNLE R6GH16 2215 North 30th Street, Suite 300 Tacoma,WA9840: OMRiP WIIS N M1 ➢601]IFMf 6 W IS 01M1O�vrwa�° N �a 253.383.2422 TEL 253.383.2572 FAx wwwahN.com wE6 .mow m wa Niom w,m xnara Nosy. oae RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 MARCH 2O1, SITE IMPROVEMENTS ` RENTON SCHOOL DISTRICT wY�I Nw TESC AND DEMOLITION NOTES AND DETAILS w Z U w 0 (L a. c , U) , CL I— z LU 2 W O cc C�C G W U) J O 0 U Q z W 2 W J W z W J 0 z a W Q Q z 0 z W cr WELD ENDS TO FRAME Yi 1IR1106q 4 EA. 1/4"X 2"X 5" STRIPS UNIFORMLY SPACED AND WELDED TO 3/4"0 FRAME AAX. 4' SPACING MUTIM Tm 3/4" O BARS 1/2" GALV. BOLTS NOTE: ALL STEEL PARTS TO BE GALVANIZED AND ASPHALT COATED (TREATMENT 1 OR BETTER). RACK DETAIL r— 4' MIN. � 1' MIN. OVERFLOW / r 1' MIN. 1 RIPRAP J GEOTEXTILE 2" - 4" ROCK 3/4 " -1.5' . \\ WASHED GRAVEL TRAP OUTLET e 1. 1' MIN. 3 11 SEDIMENT TRAP - SECTION FILTER FABRIC ;s Know whars below. Call before you dig. 3. 5, 3 I 1� FLAT BOTTOM = 450.50 16' `UNLESS OTHERWISE NOTED ON PLANS 00000000000 0000 + 000000000°0 0000 O O O o O INLET /OUTFACE PIPE 0 00000000000 00_00_00_00_00_0 EXISTING AND /OR PROPOSED GROUND lO U O^ 9 U 15 PLAN 2 "-4" ROUND —1 `12" MIN DEPTH RIVER ROCK SECTION AIL /� � gU'fFPLL Pty / -<_ _ INLET PIP E 6' MIN. 1' MIN. DEPTH OVERFLOW SPILLWAY NATIVE SOIL OR X/�A COMPACTED BACKFILL GEOTEXTILE 1' DEPTH 3/4 " -1.5" WASHED GRAVEL TRAP OUTLET 4b]11III] i 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 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. SEE L1.6, TOPSOIL/KEY PLAN. 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 M R -311 501 �. C0 I Checked fo Co pliance to City Standards 1 �. / 9l0NAL 8 I�" Q m u0nce �I T A C O M A • SEATTLE • SPOKANE • TRI- CITIES N1FMttM 6➢6 WIYXf 91N1 MWMF H N9hSaY1 YY MO o]NA6 M9tAY 6 . 2215 North 30th Stret, Suite 300 Tacoma, WA 9 840: PERMIT SET 253.383.2422 TEL 253.3832572 FAX WWehNCm W CITY OF RENTON ACADEMY AT SPRING GLEN ELEMENTARY o31 UWH 2O1, xwmN»: NM1 ,w , », � o�m AS NOTED �. ,-3- 4 ADDENDUM NO. 4 ACB 1 28 14 WJF A BRAUN I RENTON SITE IMPROVEMENTS ` ADDENDUM NO. 3 ACB 1 24 14 WJF °""` F. KATONA — RENTON SCHOOL DISTRICT ADDENDUM NO. 1 ACB 1 1714 WJF oNnttt M DATUM O1r"O° W. FIERST Planning /Building /Public works Dept. TESC AND DEMOLITION NOTES AND DETAILS C1 .5 NO. REVISION BY DATE APPR x�mw>5 COMFORT rwvtmc�r a•m 7 °a35 37t9-07 A- NNNNAP z 0 ° ►� 0 M d3 K a n •� G w ti y � ^� T z 0o wsr 8 z dr z D -�G D— ~ D- — _- I I ■ Is a ■- ■ .. ■ ,° ■ III— I � � o --sue r \� ~ W I w ■ _ -- ii: W i — — — — LIMITS TSS 1F WORK . 1 I C.-. �- - - -p5_y - - _ _ _ _ _ _• _ _ = I dpi � w 1I II �l F_ SHEET, C2. 1 ; 65 i ■ 1 I +V) 70 -� r5� - - - -- V = 1 I o U) IL N W 1 , LU ■ J LU z Assisi 0 Is 0— j IIIIII LU 0 ■ 1 R (3 1 i Z v " ■� I 1 f II��1 w., I W r / ■ / u V \ is I� g® _ y — / -. -� rl LEGEND BS BOTTOM OF STEP -- ❑ '/L_�- _ Vr- / f � I I _I�. ! -� - ` i I I TS TOP OF STEP — ■ ■ — ■ L�_ ■ jl ■ ■ TW TOP OF WALL FIG FINISHED GRADE y�� • STORM DRAIN CLEANOUT Z+ B 6� { _ --- :1-1�" "1 \ `� �'7� �I ■ ■ STORM DRAIN CATCH BASIN, TYPE 1 ® STORM DRAIN CATCH BASIN, TYPE 2 D STORM DRAIN LINE _ S U UNDERDRAIN l \ \� ■ i 7 I � I � � —" t�. � I 8 � -� 1 ■ RD ROOF DRAIN j FD FOOTING DRAIN \S ----- GB - - - -- GRADE BREAK J \I I _L — 55 �F �"®� �, i ■ - - - - -3 ,5 - – EXISTING MAJOR CONTOUR // ' .,-., %'. I ,. '` \ ■ - 354 - EXISTING MINOR CONTOUR I IYJ 355 PROPOSED MAJOR CONTOUR I SHEET C2.3 354 PROPOSED MINOR CONTOUR OVERHANG I y 0�� I I. (I YP) �I : ° ° ° ' 1 N o 1111 1 LARGE - DIAMETER DETENTION PIPE LAN S I � I °'I } a RAINGARDEN GENERAL NOTES 1. SEE LANDSCAPE PLANS FOR UNDERDRAINS, MOW STRIPS, AND ADDITIONAL SITE FEATURES. e 2. FOR BEDDING AND BACKFILL PIPE TRENCHES DETAIL SEE C6. P ' �� ■� 1 �wp - -- - - - - -- 3. ALL STORM PIPE SHALL BE LINED CORRUGATED POLYETHYLENE PIPE OR AS ALLOWED BY THE KING COUNTY 2009 ( _ .R� ■ I -° v - T CAS- - - - -�� DRAINAGE MANUAL UNLESS OTHERWISE NOTED. �(•I I I ,i � I '� ------ - -- 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 t■ � ■ "■°'� ■ ■ ¢° � i H -11-11 I I a. -. ' v �., v �- °- _- MULCH DEPTHS. 5. MATCH EXISTING GRADES AT INTERFACE WITH EXISTING SURFACING. VERIFY EXISTING GRADES AT INTERFACE „_� a II I� II yl - ■__r C I t z-- PRIOR TO ORDERING MATERIALS AND CONSTRUCTING. ■ 161 �� i1 I i i�i , 0 , �/ �- III III -, =x - 6. CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED GRADES PRIOR TO CONSTRUCTION ACTIVITIES. CONTACT ENGINEER IF PROPOSED GRADES ARE BELIEVED TO BE IN ERROR. I 7. SEE SHEET C6.2 FOR STANDARD SURFACE WATER PLAN NOTES AND CONSTRUCTION SEQUENCE. C V�RES /' NG FROM BUDDING BUILDIN - <:tiAA�'; (P) I -- -- - - - I I I I I ■ 8. FINISHED GRADES ARE INDICATED. CONTRACTOR SHALL EXCAVATE AND FILL TO ACHIEVE PROPER SUBGRADES. 6 Iuuuuu 1; .I d ■ L_! - _ 5� i , 9. ALL FILL MATERIALS SHALL BE PLACED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 10. INSTALL EROSION CONTROL BLANKET ON ALL DISTURBED TRENCH AREA STEEPER 8118 91i 11 619 _- - - - - ■ THAN 3HAV PER DETAIL C6 . HYDROSEED AFTER EROSION CONTROL BLANKET PLACEMENT. „55 ■ 11. ALL FOOTING DRAINS SHALL BE 4 INCH IN DIAMETER AND PLACED AROUND BUILDING. FOOTING 1 \I\ ¢ I DRAINS SHALL CONNECT INTO STORM DRAIN CATCH BASIN. FOOTING DRAINS PER DETAIL 8 f—s r - z D uum _ -- - -- - D- a cc S z gr CPS -�� m z �. • Know what's below. Call before you dig. SHEET C2.2 , I A b j ■ 12. ROOF DRAIN LINES SHALL BE 8 -INCH PIPE MINIMUM AT A MINIMUM 0.5 PERCENT SLOPE UNLESS OTHERWISE - -- -'•' - �- - -- I INDICATED. CONNECT ALL DOWNSPOUTS AND ROOF LEADERS TO THE NEAREST TO ROOF DRAINS. ALL ROOF Cp J 'I II I, I ■ 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 J � ■ ■ � ■ ■ � ■ ■ �. � ■�E� HTO LEADERS. STORM DRAIN CLEANOUTS PER DETAIL R=371508 I_ AHBL * s s DOWNSPOUT CONNECTION PER DETAIL e 13. ADJUST EXISTING UTILITY LIDS FOR FINISHED GRADE. 14. SEE SHEET C1.1, KEYNOTE NO. 28 FOR BACKFILL REQUIREMENTS AT THE DEMOLISHED OIL AND DIESEL TANKS. PERMIT SET oS9�lot S�8 NUCE T A C O M A - SEATTLE • SPOKANE -TRI- CITIES umunx s m 000�en xuu xxws xx xmxaxw sx xx a�umc tiuv a' ra "�4Rp1pppG1��`� 2215 North 30th Street, Suite 300 Tacoma, WA 9840 axuex xwrs x rt ns xn•nx xn xe MY Nx M Al4T otllrtfY x lE 9YE 90; xxxxorwx: Aso rm xvut xxos• 253.383.2422 TEL 253.363.2572 FAx www.ahbl.can wEe rmmx, m our nner a m xx xoe„Wa[ • x� `� CITY OF RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 W.RCH 2014 xxsxxrtw xw ,xm ,w, � ovam AS NOTED �0 >s ADDENDUM NO. 4 ACB 1 28 t4 WJF A BRAUN .0 RENTON SITE IMPROVEMENTS ADDENDUM NO. 3 Ace t 2a to WJF °"""` F. KATONA — RENTON SCHOOL DISTRICT •x.•x¢ ADDENDUM NO. 1 ACB 1 t7 la WJF c,mxc DATUM W. RERST "T""` Planning /Building /Public Works Dept. C2.0 `"° °`"° OVERALL GRADING AND STORM DRAINAGE PLAN N0. REVISION BY DATE APPR reeno, S. COMFORT r "" 8 w35 A -TN NNAA oy�z �> D uum l J K a S h S z gr m z D LUK I : CONC 1. lti ASPHALT $��". 3 (n '\ \� I ASPHALT CURB ,. H3■ ]IF8 �� ]!� 157 �� T9f.7♦ - _ - _-._. r- - '-- - - - � - YfAiETS M - - - 11 � �]■ - _ - - - Ilrrr■-IaFr■ - - - - - - - - aaIE WME, a - _ , _ - -- ■ W- -_ - i T - - a - -� - o - -- - - -- = a Pa - _ _S� ® -� d - - _ - ■ �- -L I Iv _ CB 1 ■ ■ J - / -`` ®- - -- !■ - % Y- ■- - _ 0`WATER EASE - - RIM N 42794 MANHOLE 1 ® , ■ ■ W -- - - ® _ _ E -TEN 1�I TANKS - - RAINGARDEhI - ■-� - I ■ $ - Al Ea o" 7 -CONC .. v) - -_ ■ - - _ _ _ - - _ ■__ ■ - . -■ ■ - - 8 L�18"- 91A.-IiALF NCRETE PIPE . � (n -- �. ��7J-1.17_12. � 445-- RE$TOROPE AT -- - � GTANST[ CHANNEL. z I- / \ PVC - �- x d�j� - �� _ -t ■ ■� _ _ - - l % `� REMOVEDSTAIRS_ _ i ■_- - 1 Z .. \ _ f-G _ - ® ' ■- \ _.1 -- _ a� -450 FG: 451:79 ■ _ ■ _. - ® ■ _ I FG: 453.8 ®'■ LLI (/V _ - 6LF-18 DIA HALF CONCRETE-PIPE. _ ■ ■ �"1■" j� _ _ - x -x ■"1�m - 2 x` , , ■- ",�/-��, "ROUT TO MATCH. EXIST. CHANjJEL. _ FG: 451.02.. - FG: 451 86 - O CB 3 _ 2_ -- �- - - - - - x Yff Y - ® ®T o_ x �-x� U� � .`S LF_36'PIPE @0:00% _-- _ "_5..: -B _ _.. -.:yai f�N- ®- i�f ■xlir -ftE r� �x ENCE °FG:°45 .03 FG: 455.34.. 0 \ X I C i - . LYi - A- ®e■-■c 8 LF 8" PVC @ 6.14%,.,. FG: L2_361 - I I _ l I _ 454, F RENTON 10 I LINK _ V � I i I �I I ■ cy) a_ TY EASEMENT S 4 �, ...�.� FG�153.68 GB- - -- C NO. 58010 I j '�1 2 -_ - FG: 454.90 FG. 455. G p FG: 451.36 17 ■ U _ FG: 455.06 - - - -- - - - -- I -_ FG: 453.59 SEESHEETC2.4 - - - - -- G 6 .452.45 F FG: 455.31 W I \' -- -- pl° i TYP. 1 FG 451.66 -_ - - -- IE- 446.61FG' G:4 6 I LL) o FOR PORTABLE - 20 -I GRADING DETAILS G: 455.15 W _- -- _ - -- -.. -- - - - -- 2.26 F 45 J . r ? MFG: 459.16 ®C -- - - -- - _ - -__- _ - M 4 FG: 452.70' 9 \ 4-7- i� 1- G 5.43:W _ - -- - -_ -- -_ -_ -_ - -_ - - - - - -J \� j W O c'- - FG 451.61- - - -- - - -� I , � � � I 5.3- ' Z J \ ( LFG: 45067 T ®D -- --5!b* ------- - - - - -- (OK - - - - -_J I 3 FG;I754.20I - _III :4 455 / I V LIMITS OF WORK --- ---- - - -- -- - - -- - FG: ,I -- - - - - -- -- - -- - -- ®L -- IE= 444.18 4 1.90% Q®� �� ( - L _ - @2 0 %/ FG:4 45 FG: 451. ' `� D D ' j PORTABLE LLI STRUCTURE NAME STRUCTURE DETAILS ry RIM = 429.40 TYPE 2 ( :45 CB 6 CB 5 CLASSROOM 7024R FFE = 458.00 E 1302620.76 I I' CB2 RIM = 451.19 60" TYPE 2 CB IE = 441.50 (36" E) . IE = 441.50 (12" N) E 1302626.51 S z y c RIM = 452.04 TYPE 1 IE = 447.10 (8" S) 3 IE = 447.10 (8" W) E 1302793.57 IE = 447.10 (8" E) C84 I RIM = 451.27 N 169713.06 IE = 448.35 (8" E) ' CBS RIM ='45i27 54 "TYPE2CB J■ N 169654.22 IE = 444.18 (12' W) I IE = 449.43 (12" SE) - 10 7 73 LF 12" PVC @?2g ) N 169651.80 ( ' ■ LLI ■ I,i SEqR SA NHOLE 1ALHOLE J V ,n I ( IE = 451.08 (8" W) @ 0.50% / o CBS o TYPE CB IE= 445.24(12 "NE) Z IE = 445.24 (8"S) pi - 44 4 \ CENT � @�� Q�C IE = 450.01 8 - A _/ - -- BU N 169525.75 IE = 449.70 LLJ i F I Cr N'v EL (6" I �N')�Q N OV,RHAVG STORM STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS CB 1 RIM = 429.40 TYPE 2 IE = 423.37 (12" S) N 169770.47 IE = 423.37 (12" E) E 1302620.76 IE = 423.37 (12' W) CB2 RIM = 451.19 60" TYPE 2 CB IE = 441.50 (36" E) N 169699.32 IE = 441.50 (12" N) E 1302626.51 S z CB 3 RIM = 452.04 TYPE 1 IE = 447.10 (8" S) N 169715.32 IE = 447.10 (8" W) E 1302793.57 IE = 447.10 (8" E) C84 TYPE 1 RIM = 451.27 N 169713.06 IE = 448.35 (8" E) E 1302724.89 CBS RIM ='45i27 54 "TYPE2CB IE= 444.18(36 "N) N 169654.22 IE = 444.18 (12' W) E 1302795.58 IE = 449.43 (12" SE) CBS RIM = 453.37 48" TYPE 2 CB IE - 444.55 (12" E) N 169651.80 IE - 444.55 (12" SW) E 1302722.15 RIM = 454.48 TYPE 1 IE - 451.75 (12" NW) N 169611.02 IE = 451.08 (8" W) E 1302888.34 CBS RIM = 448.67 TYPE CB IE= 445.24(12 "NE) N 169591.27 IE = 445.24 (8"S) E 1302597.81 L 10 N 169509.76 IE = 450.01 E 1302600.29 OUTLET 9 N 169525.75 IE = 449.70 E 1302599.81 N] i �m -A J _ ■ � :c u 0: � hwl} I ` \ /'•,�3sV � v � � �g� � "r*') I � 'I ■ A - 4 C67 KEYNOTES 0 \ - �- FG: 454 SEE SHEET C2.1 Z ■ I I O CURB DRAINAGE OPENING PER DETAIL 1 TYPICAL ■ / I CB.8 I 7� I ALONG RAINGARDEN CURB EDGE. 66.. F 2 ,._. ■ IN I O };: 44 .53 FG 9.96 ❑ ` b }� - FG: 454.44 I �, //f y ■ O2 (6) 160 LF 60" 0 DETENTION PIPES R=371509 \� � � FG: 454.44 ^^�'� -` � F- ■ L '' 450.34 I \ / ■ O 45 LF 60' 0 DETENTION PIPE Q ■ I i I FG: 454.70 ) PORTABLE �\ I, O 7R--- PER DETAIL e ,n I FG: 455.15 / $ C6. / ■ I ` FG: 450.59 ® CLASSROOM .15 } \' CONSTRUCT ROOF DRAIN �" ■ /�I ` , -1; '- -�; I FFE= 458.00 i .01 (RAINGARDEN \ FOR CONNECTION TO / 0.89 L�.. rn •; \ PLAY SHED ® 0.63% 0.93% I / ..I _ ■ 0. Q.. ® `� RIM E = 450.83 Q FG'. 455.2^ -� -■ V FG: 54.76 RIM F - 450.77 i RIM G= 452.00 c u> �- q55 �' � I RIM H= 452.08 i'I I A FG: 455.34 -.45° FG:� :� // ��,T RIM I- 452.16 Z ■ I� \�- --�-_ - ® '- - r - - -� i--- " RIM J- 452.32 N 3 4 ■ '- 6 52 LF TRENCH DRAIN i i = = °I �� gSS i /_- ='' .5:- RIML= 452.61 'AHBLB FG: 50.32: C6.7 AT SOUTH END OF °O ' - _ - _ - _ - - - A - - RIM M = 452.56 .90 6. 6. OUTLETS 1 a i i 1j °. I _ - =y6" s z ee I I C` COVERED PLAY AREA ® A FG: 455.1 r = - FG: R LU FG: 451.57 FG: 451 70 FG: 455.38 ' Ir O PROVIDE BEEHIVE CATCH BASIN PER DETAIL e 16 LF 12" PVC @ 1.94% \ I FG: 455.56 %x� Ir.90* FG:' .70 FG: 4$1.191 FG:455.58 cFG: 455.28 f FG: 456.15 6 TWO PIPES SHOWN. - SAWN, SEWER MANHOLE 'r4 i i 8" UNDERDRAIN LOCATED ■ I RIM 458.79 �� MFG: 455.74 \oJ PLAYSHED. SEE ARCHITECTURAL PLANS. ..-'BELOW 12" STORM PIPE. ■ TG: .,451.42 FG: 451.¢2 FG' 452.>(31 CONNECT TRENCH DRAIN G: 455.66 44s Os � ] CLNTER - _ p_ `'q- -- _ - _ _ _ / CONNECT ROOF DRAIN TO STORM DRAINAGE LINE WITH A BG 145:1.52 FG: 451.77 BS: 452.67 TO ROOF DRAIN CHANNEL (4" CONC. III .� O ■ TEE CONNECTION. IE = 444.42 S >E., 6 COLIC. E., W. `?� �' FG: 455.65 � � GRAPHIC 9C1i.S -- -- FG: 455.83 CONNECT ROOF DRAIN TO STORM DRAINAGE LINE WITH A S: 5. " I LAJJER 0^7 NORTH SIDE ✓ � FG: 443:17 " 50.83 0 10 20 40 FEET ■ � I \ _ _ FF =4sC. ,o TEE CONNECTION. IE = 444.72 B' DING UNDERGROUND UNDERGROUND _ - =TS: 446.75 - _ s�NrIANC�`ExFq5�;�1�49A4HC E N 0 1A Nc PowER FG 455.81 P UL l� _°-'' FG: 456.28 FG 771 F �r�y� 456 � v� "LT - 4 _ �� _ �� II AS 1' = ZO F&El IS: 446.75 I 4. 44 �'r C2N - (E CO - - S -.. - S -. S� �1ETER _ I SE., V!)- l_ - -- -f - - l -'- FG: 456.32 ��INLET 10 ILADgER ON NO H 51t)E FG: 452.14 _�,. z,-1- FG: 456.16 FG: 456.04 _�=1�I R °j / ■ � /� Nyti �.. \ _ RU POVJE FF 456.4x FF= 45o.24FG: 456.29 F= 456.34 ■ RAINGARDEN, I' �, I FFE- 456.18 FG: 45f3719 FG: 456.20 FF- 45 8.31 FG: 456.32 ■ i ■� I ■ ■ ■ "MMMMM `ice <n ■ � ■ ■ ■ MEMEN ■ ■ I• ■ ■ ■ I• ■ ■ I• ■ ■ IMMEME ■ ■ MEMME ■ ■ M ■ ■ � 9 �F w a 1!® - ® MATCHLINE SHEET C2.2 �. Know whaft neim. Call before you dig. c Checked for Cc nce to City Standards oA X19010 - ,f �S's7ONAL �`^" '�+"R 4'1•'� NOTICE TAC0MA• SEATTLE • SPOKANE •TRI -CITIES umwnui u m 000rert souxowa x RNEBtlV1 ff/1 NO 9LAIE NGL 6 ra �F10°S X0` 040''E Nd 2215 North 30th Street, Suite 300 Tacoma, WA 9840: owar xons x n n<s mrwrs w ua PERMIT SET °Lwro a w � � 253.383.2422 TEL 253.383.2572 FAx wWWaftoom WEB .mmi m nnr worn w wr rrara wosc CITY OF RENTON ACADEMY AT SPRING GLEN ELEMENTARY o31 MARCH 201, CITY OF RENTON PERMIT SUBMITTAL COMMENTS ACB 3 11 14 WJF AS NOTED 1°®"r"' "'010°°' ap >z ADDENDUM NO. 4 ACB 1 28 14 WJF A BRAUN � SITE IMPROVEMENTS ADDENDUM NO. 3 ACB 112y 14 WJF °"""` F. KATONA I `B REN TON RENTON SCHOOL DISTRICT w� ADDENDUM NO. 1 ACB 1 17 14 WJF ucwu 01E N01 '' DATUM �. W. RENST Planning /Building /Public Works Dept. C NO. REVISION BY DATE APPR .rwa.*a GRADING AND STORM DRAINAGE PLAN 9 "'3s S. COMFORT A- NNNNAP z 0 o �z 5 y n a a 3 '< a wn T r W S z O r "z a m c� I■ P7, cn I ■ I CL c < U) ■ I Dar�Er1 F Z F : 4 1. a s OC I .I,, FG V52 �- r r MATCHLINE SHEET C2.1 ■ I- ■ ■ Itttt mmlt , r ■ ■ ■ ■ ■ `- STRUCTURE NAME STRUCTURE DETAILS - r -- GB - - FF =45628 IE = 452.34 (12" E) P OTING'DRAIN PER 6 / \ E 1302695.22 • C6. CS 13 RIM = 455.43 TYPE 1 I FG: 453.55 ' N 169399.67 IE 452.91 (12" W) E 1302810.10 gr CB 14 FQ: 453 25r IL�-I I E(I- TYPE 1 o' 53.45 453.73 E 1302906.83 FG F,9:456.22 5 3 IE= 450.43 IS' SW) FF =45 IE - 450.60 (6' E) E 1302694.16 OUTLET 11 1 RAISED WALKWAY FG: 453.04 F 6 - N 169410.42 t FG: 453.40 G: 464:00 I ._ - 1Fi FG: 453.84 F 54.31 4 RD RD �o .n d - -ONE STORY COiti'G - AND -BRICK BLDG. ■ SPRING F`GLEN LEMENTARY SCHOOL I FG: 456.29 '0 1'hR_5 HANGIN� LDING � - BUILDING OVERHANG i o FG: -456.0 0 o FG: 456.00 15 LF 12- DIP @ 0.50% 97 LF 12" DIP @ Oi50 -A A56 D RD R i RD RD -- ■ I CB 13 FG: 455.50 ) CB 14 'o / F 457 J ) CB 21 ( FG: 455.50 ( • "� ( "0 I FG: 453.50 I CB 12 ( I I FG: 453.83 I I I I m a co 68 LF 8 "DIP m C7 a FG: 455.34 FG: 455.73 C0 ` FG: 4 .8 U m FG: 455.66 I B @ 0.5% � C9 I i `�j pp� a 56 @ 93 LF 0.62 %" DIPi \ �' FGI454.60 o I pss FG: 455.08 > FGi455.06 it FG: 455 8111 _ 1 a I, -- I _c 7 FG: 456.21\ w 2. (� I I I ■ i I FG: 455.89 I p _.-. a� _ - I 55.80 _ O I• F F F ' - .- ...a -a--' - ur- 0 WE a 4SO 457 Z - ,� \ fG�454. _ - 460 -'�'- _ ■ - i z. :... : :.■...>F ■... LU 'EOCE OF ASPHA;_T W T S - - J LLI Z LIJ J 0 Z cc I Ell 446.49 F- I 1� 74_/° Q 1 � FG: 4li L I_ FG:* o I I, Q I 0 I Z LU If FG'447.9 S Know what's below. Cell before you dig. IH sr' W 949. - _ J a Its A _ r � r S 27TH ST _SEE SHEETS C5.1 AND C5.2 FORS 27TH ST FRONTAGE IMPROVEIyIENTS __ - 7=77_ S - _ _ S - _ _ S - _: p -SI R _ - --� - S _ - S 449 98 AT CENTER OP CHANNEL (8 PVC E.N) W - l(: LADDER ON NORT.T SDE ,., --- _W - - - -- off -.- - NJ - -I -. -- �n. SEE DETAIL A BELOW TS: 449.4 19/0 a rt - -X -A FG: Q 452.77 IFG: 451.28 V - 451 �I .I �I \L I - =FG =51.2 - NOT TO SCALE PERMIT SET w 10' 5' 10' w ro ASPHALT CONCRETE ASPHALT ro ILL! RAMP WALKWAY RAMP w CONCRETE 6 (TY smnrr: xan i CITY OF RENTON PERMIT SUBMITTAL COMMENTS ACB 3/11/1 WJF ocvmm AS NOTED H01�0XfMi "'O'aO 1°°' ADDENDUM NO. 4 ACB 1/28/1 WJF A BRAUN ADDENDUM NO. 3 ACB 1 24 14 WJF F. KATONA ADDENDUM NO. 1 ACB 1 I DATUM W W. DERST F Mm tlE MOI NO. REVISION BY DATE APPR� �""C001°'4Y S. COMFORT STORM STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS CS 12 RIM - 454.86 TYPE 1 IE = 452.34 (12" E) N 169396.07 IE = 45234 (12" W) E 1302695.22 m a CS 13 RIM = 455.43 TYPE 1 IE - 452.91 (12" E) N 169399.67 IE 452.91 (12" W) E 1302810.10 gr CB 14 z TYPE 1 RIM = 455.91 N 169402.71 P.) � E 1302906.83 CB 21 RIM = 454.71 � SIDEWALK IE= 450.43 IS' SW) N 169399.67 IE - 450.60 (6' E) E 1302694.16 OUTLET 11 1 RAISED WALKWAY IE = 451.58 (12" E) N 169410.42 NOT TO SCALE PERMIT SET w 10' 5' 10' w ro ASPHALT CONCRETE ASPHALT ro ILL! RAMP WALKWAY RAMP w CONCRETE 6 (TY smnrr: xan i CITY OF RENTON PERMIT SUBMITTAL COMMENTS ACB 3/11/1 WJF ocvmm AS NOTED H01�0XfMi "'O'aO 1°°' ADDENDUM NO. 4 ACB 1/28/1 WJF A BRAUN ADDENDUM NO. 3 ACB 1 24 14 WJF F. KATONA ADDENDUM NO. 1 ACB 1 I DATUM W W. DERST F Mm tlE MOI NO. REVISION BY DATE APPR� �""C001°'4Y S. COMFORT STORM STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS CS 12 RIM - 454.86 TYPE 1 IE = 452.34 (12" E) N 169396.07 IE = 45234 (12" W) E 1302695.22 m a CS 13 RIM = 455.43 TYPE 1 IE - 452.91 (12" E) N 169399.67 IE 452.91 (12" W) E 1302810.10 gr CB 14 z TYPE 1 RIM = 455.91 N 169402.71 IE= 453.39 (12" W) E 1302906.83 CB 21 RIM = 454.71 48 " TYPE 2CB IE= 450.43 IS' SW) N 169399.67 IE - 450.60 (6' E) E 1302694.16 OUTLET 11 Null Structure IE = 451.58 (12" E) N 169410.42 E 1302603.32 R- 311510 Checked for Compli nce to City Standards ({ L -o-10-4v- N0110E Si T A C 0 M A- SEATTLE • SPOKANE • TRI- CITIES umumi s ne °onxtm sw xmaF x sui xo mxasc xann F CITY OF RENTON Planning /Building /Public Works Dept. 2215 North 30th Street, Suite 300 Tacoma, WA 9840; axxme sans x ¢ ne m°•ssn elm uz axr xx rk emm M III x x art . 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB I xo xxmm x:iaa rmxm xxvem imo� m nur xxscr m xn xrt asa Aoe[ uve RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 MARCH 2O1' SITE IMPROVEMENTS RENTON SCHOOL DISTRICT mrwa xu GRADING, STORM DRAINAGE AND UTILITY PLAN C2'2 am 10 X35 c A- NNNNAP z -7 r� z° y �> �o o � 3 '< m a o »Z �n h wS $z gr z K CL (L (L j U) z z F W W O Of W O a W H J 0 U) cc Z W W J W W /Jj V U) Q W Q 0 W MATCHLINE SHEET C2.2 ■ ■, ■ ■ I ■ ■ Ifs ■ ■ ■ ■ ■ ■ : 458.15 � T Crt, , 46Q 457.04 F 457.15 p a >> 456.21 m G: v o z o G: 4I 1.7 FG: 456.33 I o l FG: 455.72 0.8 5.83 i FG: 456.15 / FG: 456.75 COVERED • FG. 60.80 I S WALKWA' G: 455.11 kN / FG: 455.30 FO: 455.70 o { cn � I FG: 455.71 455 \. 1 FG: 455.11 Q -7 - - - - - - - -- IE 48.47 _ 5 0. 0% - -- It 47 1 � :I L -- - @0.00% .4 I S 4 N� ` IE_=997 - J CB 18 N CCE 31S RISER : '� - - - -- 6. ' WI BEE irt: GRATE r FIG 45 -.63 - - - FG: 45 2 - 2 - -- - _ 42_LF C - 3 @ 1.901 . - �4 71 FG: 451. -- OP 0 $ CBi 23 52 LF PVC @ 0.50 ° 1 ° 4 LF 6" 2 7,`1 - -... c� ° °•• °° FG: 53.42 FG- 451.0 _ D n G tv y N _ _- �S �r ■'J ( .CATCH HAS(N ■-f- G -.- - -Gr SRIM :45212 U'. N A6B116- - "QE I : L1450." (1; ; CGNC.: S.) .Sf 6 DRAIN / IEI450�9 (12 ,CONC. N.) C6.7 AT BACK" WALK { SHEET ■ •C5.3' cC ENTIQN TANK aSPHALI / v) r W 4 8 147 496,E _) 12 MATCHLINE SHEET C2.1 1. FG: 456.05 ) FG: 455.75 'gip 71, �I T x I p , FG: 455.77 p FG. 456.34 m 0 FG: 456. z _ u =HCSt BIB L 4 FG: 455.81 ___ G� �(- ® ' 1 �Ija �rn it l ®■ 4 FG: 456.'3 o I • 1 FG:455.77 `I®.® ,i ® ®� ij "(- - 1�0' EASEMENT 111I FG: 456.07 z �- 0 FG: 455.84 I .0 FG. 455.59 F :455.48 O � i 1 - � I � I ■/ � � ' 2> FG: 455.44 I FG: 4,5.31, FG 455.20 I - } ■p�� - .. 45.23 / /FG: .96 _ 455 _ -. 4' L13 C , ,n • / r 454 FG: 454.4 ' o (I E7a7t F o 6 < Rlm 431f 43 - FG: 454.69 ®� I I J (C ,77, �25 LF 2' + 1 PVC FG: 453.95 45.. c / 429:77.(_" � 428 -`a8 n @3.85 �. / �.,: %` t• r 6" D.t_rtC v G 454.11 _ - -- % x �x- LIMITS WORK, i/i s" D t r FG: 454.03 ,�z� I � IE CHIN/ I� j c/ FG: 451.85 _ - ' _L'v FENCE ECOLOGY -3' CFAIN. 450-7 �..; �_... _WK FENC O��S >u��" -_9 - �_ `.1 - -__ � - _ __ __ C -CCNC' KAALI� .O _ �{ EDGE OF, FOCI, xCY:j�rG, l• /ASPHALT j E NVi ala oNt avd ON- SNV a l avd -on " u \� r I Y�S_ ynO � u A CATCH 3 0e.n2 sl ne <1 CONNEPITREdk AX(� u X TO6 PVC DRAIPIPE OG _ JI ER DETA&W,- O6 ® i EDGE OF d d.Oh 6" D I TEE ✓ P ' 6.7 '� ASPHALT :. :.'� .� yi �1��'' 8•, D.I TEE, �NwF NU 9NIN87d ON - °,V. 4 7 8 (907T EEE_. t CHAIN s CHAIR vK "LN4,FNk. FEIYGE-� PARKING � CA CH BASE, KIM 449,32 4486 (6° PVC h.) 448.00 (12' GONG S.) It 447.91 02• GONG E.) Imo_ ,. -_ - _ - FG: 453.53 r FG 454.57 FG: 454.57 I 1 TYP. FG: 45386 2 FG: 453.81 FG: 454.39 FG: 454.3 6 FG: 453.93 FG: 45: - FG: 454.51 " FG 453.90 0000000 ' FG: 454.33- •�-�t• 0 0 0 0 0 0 0 0 r ,t S n p FG: 1A3.17 ' J 00000000 • FG:4 G .._. - FG: 454.2 -.._ ._ � 1 G: 454.21 - - -- - - - FG 4$3.27 -- - FG: 454.12 I t / FG: 453.08 ' 1454.30, won FG 52.64 r/ :452.81 FG: 453. 2 FG: 452.07 ' .- FG: 452.52 FG: 452.58 I FG: 453.63 FG: 454.14 :454.13 FG: 454.00 I 0, . . . . . . . . . . . . . . . . . . . . . . . . . . . ... di. Know whars below. Cali before you dig. 041 REVISION WJF BY I DATE I APPR A BRAUN F. KATONA W. FIERST R S. COMFORT r KEYNOTES \ \4s, \2- STORM STRUCTURE TABLE STRUCTURE NAME STRUCTURE DETAILS CB 18 RIM = 452.19 60' TYPE 2 CB IE = 444.97 (36" S) N 169506.69 IE = 44.97 (1T E) E 1303082.05 D as y ro CB 19 RIM = 451.80 STORMFILTER IE = 47.80 (6" N) N 169466.10 IE = 47.80 (12" S) E 1303105.27 0 m Sz CB 20 RIM = 452.10 TYPE 1 IE = 49.40 (12' S) N 169526.58 IE = 49.40 (8" W) E 1303065.38 IE - 49.93 (12" N) CB 22 STORMFILTER RIM = 452.92 N 169568.94 IE = 450.40 (1T S) E 1303057.69 CB 23 RIM = 453.64 TYPE 1 IE = 47.54 (1T SW) N 169413.63 IE = 47.54 (12" N) E 1303103.68 R -37151 I O CURB DRAINAGE OPENING PER DETAIL 6 TYPICAL ALONG RAINGARDEN CURB EDGE. O (5) 95 LF 60" 0 DETENTION PIPES O 37 LF 60"0 DETENTION PIPE OACCESS RISER PER DETAIL e5 RIM N = 454.25 C6. RIM O = 454.13 RIM P = 454.01 RIM Q = 453.89 RIM R = 454.04 RIM S = 453.86 O PROVIDE BEEHIVE CATCH BASIN PER DETAIL C6. O CONTROL MANHOLE PER DETAIL 1 6.1 m�z r Checked for Compli nce to City Standards /y �•Iw4 PERMIT SET ,� AS NOTED s. _ CITY OF � a�.+a � RENTON I � DATUM a N..Nr� Planning /Building /Public Works Dept. . N°r aE NOI 4ME NY.'tltliNY 970RAL 16�' 1 OII)"l NOTICE -Jl 1 T A C O M A - SEATTLE - SPOKANE •TRI- CITIES MIfPJ.IYN N 9N [WrB119tYL NWME ➢E MV6VMIL YN N09NAlYE NG9M 6 2215 North 30th Street, Suite 300 Taooma, WA 9840; NLY ZNN ANISNM1 TN MYNf6WIH id M WK WI6FpN MF TIE NOX Nosxmms�nrwl®rnm,mnu 253.383.2422 TEL 253.383.2572 FAX wwlx.ahN.can WEB mNx m mn. NNFCI a m AMY°�9 NY1BC RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 wm 201, SITE IMPROVEMENTS RENTON SCHOOL DISTRICT N«r »a GRADING, STORM DRAINAGE AND UTILITY PLAN C2.3 am 11 X35 Gb; ( 3� r IAA- ININININJAIP h `G 0 oy �z a o o 3 D as y ro �_ Q gr 0 m Sz d � 3 z a ^CL I..L cl)L Z h Z w W a 2 a W 0 UJI I--' J O cc Z W W J LU LL J Z cc LL 0 Q Z Z LU IIr MOW S LOCATION F NOTES 1. CONTRACTOR SHALL OVEREXCAVATE WHERE REQUIRED AND PROVIDE 4" OF FOUNDATION MATERIAL, CONFORMING TO WSDOT 9 -03.9(3) TOP COURSE, 95% COMPACTION. SLOPE AWAY FROM BUILDING AT 2% UNLESS OTHERWISE INDICATED. 2. EXTEND FOUNDATION MATERIAL 3.0' BEYOND SIDES OF PORTABLE EXCEPT WHERE INDICATED ON THE PLAN. 3. PORTABLE FOUNDATION AND STRUCTURE BY PORTABLE BUILDING MANUFACTURER. 4. CONTRACTOR SHALL COMPACT NATIVE SOIL OR FILL MATERIAL UNDER FOUNDATION MATERIAL TO 95 %. 5. SOIL SHALL NOT BE PLACED AGAINST SKIRTING UNLESS OTHERWISE INDICATED. • Know what's below. Call before you dig. TYPICAL PORTABLE SECTION NO. SPHALT PAVEMENT, ER PLAN REVISION - �� 455-/ 00 FG: 454.43 0 00 00 D D 00 Q. .4 O0 0.�• .9 0 { FG: 455.63 0 n O O ° q ° p � FG: 455.63 q 0 , O L9 C D 1:� A O { { cR °• gOda Q °D CPO °'QQ '. !b {D CEO 'dt 4`b� Ub '90a�O°D I =' _� ® o, O 4� � am op xo.e d• °0 .0 -•�m °• .{ 41 °PO�EBLEq ( ^\ �FE° =8.00 2m ICI d Ada , g• D ® °n 3 o ra� ro�t c� s ® CI a <9 FG: 455.35 _ { p ?i e DQ n' o ® ado' �}g4�P1 ' Qe ��' �Q D °�O Q o •�y' i { { FG: 455.57 I 3 4 I x L - -- - -- J FG: 57.90 1 BUILDING 2 OVERHANG (T1Pi 4 Q x CB 7 SEE SHEET C2.1 \'- U I I r'8 FFE = 456.40 x 2 TS: 457.90 4 1 FG: 457.90 /- - - --I FG: 455.57, x � -- GIs pp O � I oC�54QJ0 C? o °o =per ° `° V q °vq a ° fie O FG: 455,1J5 i ; C- - 910 FG:45 8 - o° G: 45%9E , O b7 •n �,9 O ° ae 00•QO n° P- D•p F3g oDQ 88.8 D °o °° oCi �D.lsodJ VD o�QO CS Qq a ®Oo' �g X27' do DaQ�•I D O b D� �- •® Cam-, �• r� °:' o %RTAPI • o - Ca 0 67 ° pOo o o ° CLXA SPOOO,MMp D / 90 �•� Vt ;EA5 .'Q� O °o �•o o O { - -li _ o p o _ pD a O° D�yQP Oap�Ja °ap� d•'I�o O� °Oa Dq (3� °.Q QC3�ap { :456.19 6:45q{.� .r°p - O o /o°'o FG: 455:63 {. 6 d o�'.Ia° o• °d CIQ D000 D.O' D -- O x F F / �� %- W x FG. 455.86 BL- Fp" N GENERAL NOTES KEYNOTES 1. ROOF DRAIN PIPING SHALL BE 8 -INCH PVC AT MINIMUM 0.50 %. SEE O METAL (NON - COMBUSTIBLE) RAMP PROVIDED BY PORTABLE BUILDING PORTABLE DRAWING FOR EXACT DOWNSPOUT LOCATIONS. CONNECT ROOF MANUFACTURER. DRAIN LINES TO DOWNSTREAM CATCH BASIN. 2. THE PORTABLES AND THEIR ROOF DRAIN SYSTEMS WILL BE CONSTRUCTED Q METAL (NON- COMBUSTABLE) STAIRS PROVIDED BY PORTABLE BUILDING GRAPHIC SCALE PRIOR TO INSTALLATION OF THE DOWNSTREAM DRAINAGE SYSTEM. THE MANUFACTURER. 0 5 10 20 FEET CONTRACTOR IS RESPONSIBLE FOR MITIGATING STORMWATER FROM THE 1 4 -INCH MINIMUM CRUSHED SURFACING BASE COURSE PER DETAIL PORTABLE ROOFS AND ADJACENT PAVING PRIOR TO THE CONSTRUCTION O _ OF THE DOWNSTREAM DRAINAGE SYSTEM. THE CONTRACTOR SHALL O4 METAL (NON- COMBUSTIBLE) LANDING PROVIDED BY PORTABLE BUILDING 1' - 10 FEET PROVIDE NECESSARY BMP'S TO ENSURE STORMWATER FROM THE MANUFACTURER. PORTABLES AND ADJACENT PAVING DOES NOT CAUSE EROSION AND SEDIMENT LADEN STORMWATER DOES NOT LEAVE THE SITE. LN R=3715 12 ° gmk Checked for Co m Hence to City Standards P'O8y8�NS9L��.1 ls� T / 11 Nonce T A C 0 M A - SEATTLE - SPOKANE • TRI- CITIES xmunox ar m mori,r wu �vxaE � ImE®ll4 2LL M0 SYYNE 1WAY 6 ACB 1/28/14 WJF A BRAUN ACB 1 24 14 WJF ' F. KATONA ACB 1/17/141 WJF amuix W. FlERST BY DATE I APPR rc COMFORT S. PERMIT SET AS NOTED �� DATUM F Mlr tlE Mtll SGIE /OGgpwLY CITY OF RENTON Planning /Building /Public Works Dept. '� mo�mn 068 X0f 6M16 "' �r 2215 North 30th Street, Suite 300 Tacoma, WA 98401 oxreo nwis x a ms omrxra ru ug 01NOS wff o° ".n".m'am` 253.383.2422 TEL 253.383.2572 FAx www.ahblmm WE8 rmv, m wr roar u,m x6 oomn,wsr. RENTON ACADEMY AT SPRING GLEN ELEMENTARY o31 MARCH 2O1, SITE IMPROVEMENTS RENTON SCHOOL DISTRICT PORTABLES GRADING AND STORM C2.4 DRAINAGE PLAN 12 ".35 z y ° n a a o � D 3 K w H n 46 =n 0n 1 w S z or "z a W z z U W 0 O K IL r.� z oytiz �C) a a a ro„ 3 ti C) tiC) oz or y a a Ch d d ` N E i SCALE: Z 1' =10' Z w W 1/24/141 O °` F. KATONA 0- W F EXISTING AS S CE WITH PUGET OUND O L BE COMPI�T(EO BY PSE AT T EXPENSE OF CL CTOR SHALL S OSTS 39 +75 `-- CONNECT TO BUILDING FIRE PROTECTION SYSTEM J 62LF 8 " DIP- 2 U cc Z CW G W J W Z W J 0 O Z cc U) Q W U Q Z O Z W cc c i I JI i STA: 40 +55.77, 0.00' r --r Ili (1)8- TEE (MJ) i (1) PLUG (;ONC THRUST BLOCKS 1112" MIN. VERTICAL CLEARANCE. p G III 1 i LL STA: 40 +54.90, 45.84' RT (1) 8' 90° BEND (MJ) (1) CONC THRUST BLOCK STA 41 +72.04, 0.00' RT (1)8.90 °BEND (MJ) CONC. THRUST BLOCK --F - 12" MIN. VERTICAL 41 +00 116LF 8 DIP! - G _ 219 LF GAS PORTABLE CLASSROOM FFE = = 458.5± ®�iiB I iL1L'i� SCALE: HORIZONTAL= 1' =10' A 1/24/141 WJF °` F. KATONA O DIN NE RELOCATION F EXISTING AS S CE WITH PUGET OUND ENERGY (PS L BE COMPI�T(EO BY PSE AT T EXPENSE OF O THE CON', RACTOR. C T CTOR SHALL BE RESPONSIBLE F ALL OSTS OCATE G S SERVICE. TRENCHING, BE DING AND KFILL FOR THE GAS LLW SWAL SWE (c PORTABLE CLASSROOM FIFE _ = 458.0± III\ \1 � ui III \ -- - �D -- -D -- - -t - W - - - - -W -- STA 41 +82.04, 0.00' RT (1) 8" 90° BEND (MJ) CONIC. THRUST BLOCK �- STA 41 +82.04, 5.00' RT (1) 8" GATE VALVE (MJ) CONIC. THRUST BLOCK 000000 000000 - G G 22 LF 8 "DIP to C\0 ato 8" DOUBLE CHECK DETECTOR ASSEMBLY STA 41 +72.04, 34.31' RT WITHOUT STANDPIPE INSTALLATION PER CITY (1) 8.90° BEND (MJ) I OF RENTON STANDARD PLAN 360.4 e CONC. THRUST BLOCK STA 41 +82.04, 34.31' RT (1) 8" 90° BEND (MJ) CONIC. THRUST BLOCK NOTE: DOUBLE CHECK DETECTOR ASSEMBLY SHALL MEET ALL CITY OF RENTON REQUIREMENTS, INCLUDING BUT NOT LIMITED TO STANDARD PLAN 360.4 DDCVA DETAIL s -y Know whaYs below. Call before you dig. STA 41 +77,04, 34.31' RT (1) 8" GATE VALVE (MJ) WITH INDICATOR POST, PER CITY OF RENTON STANDARD PLAN 360.4 10 LF 8" DIP NO. SEE DDCV DETAIL BE STA: 42 +0 {1)8 "GATEV ADDENDUM NO. 4 C71�919 0.00'RT (MJxMJ) 460 455 450 445 440 435 430 425 REVISION LO LO 42 +00 I m IRRIGATION rSYSTEM CgI�NECTI� a �I SEE!S EET$ L2.1 -, L2.5 FQ,R DET LE 1 111 1 1111 15.00'''tiAE M�NT IN O'N�wipmalo 79L �1Q;' Psi , �®: = *l�I iI N 4n7 ® STA-4� +14,7 00� I / ®i (1) 10' 6 "A. (MJI MT (1)10 "x�" REh ER (FL>fMJ) X (1)6 "GATEV LVE (FLx J) - G M CONd JR L1S.T ALOCKS STA: 42t'1II�.6 81 RT' 11111, ® I(1)FIR Hi D TASSEMBLY'.I 2 I !I 1 I I 1 Il I! T _ I I I I I I I � iil I� NOTES 1. WATER LINES ON HILLSIDE EXCEEDING 5H:1 V SHALL BE RESTRAINED JOINTS AND PROVIDE THRUST BLOCKS AT ALL FITTINGS. 2. ALL CONNECTIONS TO EXISTING CITY WATERMAINS SHALL BE DONE BY CITY ! ■T '` FORCES. CONTRACTOR SHALL REFER TO CITY STANDARD DETAILS 300.1 TO 300.5 I TRENCH PLUG 1 FOR 'BEFORE & AFTER" CONNECTION DETAILS. �4 TOTAL) TYP. C6.9 1 I 1 h 3. "POLYPIGGING" STATIONS SHALL BE VERTICAL CROSSES PER CITY STANDARD i DETAIL 300.6. J I /! N1698?054 '- FIRE SPRINKLER NOTE 1 E11392839.1 ?;'�- - - - - P.-+ - - .- 3+2 w_s WHERE THE UNDERGROUND WATER SUPPLY TEES OFF TO SERVE ONLY A FIRE 1 7 I SPRINKLER SYSTEM, A SEPARATE DETAILED PLAN MUST BE SUBMITTED AND APPROVED BY THE FIRE MARSHAL PRIOR TO INSTALLATION. FIRE PROTECTION NOTES yp r Yi y I STA; 42 +gj g�,I0.00' THE FIRE PROTECTION SYSTEM INCLUDING MATERIALS, SIZING, AND (1) 10" TEE; (FLh CONFIGURATION IS SUBJECT TO A CONTRACTOR PROVIDED DESIGN BY A FIRE (3) 10" GATE b(ALVE (FLxMJ) PROTECTION ENGINEER, AND AS SUCH, THE FINAL DESIGN OF THE FIRE o 1 I P (1) CONIC THRUST BLOCK, PROTECTION SYSTEM MAY DEVIATE FROM THE SYSTEM SHOWN. THE FIRE PROTECTION SYSTEM AS SHOWN FROM THE MAIN LINE TO THE CONNECTION AT THE BUILDING SPRINKLER IS INTENDED FOR LOCATION OF THE FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTION ONLY. CONTRACTORS BID 1 IEE SEF1T C3. I II C ® SHALL REFLECT THE CONDITIONS OF THE FIRE PROTECTION ENGINEER'S DESIGN. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL FIRE PROTECTION ASSOCIATION REQUIREMENTS AS SET FORTH BY'NFPA 13', ITS AMENDMENTS, AND LOCAL REQUIREMENTS, INCLUDING BUT NOT LIMITED TO 1 I h I ACQUISITION OF ALL PERMITS. GENERAL NOTES: I 'p 1. SEE SHEETS C6.3 -C6.4 FOR STANDARD WATER NOTES AND DETAILS. 2. FILL AND COMPACT THE ROADWAY PRISM TO FINISH GRADE PRIOR TO EXCAVATION FOR INSTALLATION OF NEW WATERMAIN. I 3. ALL BENDS SHALL HAVE CONCRETE BLOCKING PER C6.4 AND C6.4 I! I 2 F 6: "DIP I A 43.10 b,24 LT ( 4. INSTALL EROSION CONTROL BLANKET ON ALL DISTURBED TRENCH AREA STEEPER "TEE (MJXFL): II I THAN 3HAV PER DETAIL e . HYDROSEED AFTER EROSION CONTROL BLANKET PLACEMENT. C6.9 460 5. RESTRAINT JOINTS SHALL BE USED FOR ALL WATER PIPING INSTALLED AT SLOPES STEEPER THAN 5H:1V. 6. TRENCHING, BEDDING, AND BACKFILL FOR THE GAS LINE SHALL BE INCLUDED IN THE SITE CONTRACTOR'S BASE BID. THE GAS LINE SHALL BE INSTALLED BY PSE. 7. TRENCHING SHALL BE CONSTRUCTED PER DETAIL e C6.1 iSTII� SCALE: HORIZONTAL= 1' =10' A 1/24/141 WJF °` F. KATONA s -y Know whaYs below. Call before you dig. STA 41 +77,04, 34.31' RT (1) 8" GATE VALVE (MJ) WITH INDICATOR POST, PER CITY OF RENTON STANDARD PLAN 360.4 10 LF 8" DIP NO. SEE DDCV DETAIL BE STA: 42 +0 {1)8 "GATEV ADDENDUM NO. 4 C71�919 0.00'RT (MJxMJ) 460 455 450 445 440 435 430 425 REVISION LO LO 42 +00 I m IRRIGATION rSYSTEM CgI�NECTI� a �I SEE!S EET$ L2.1 -, L2.5 FQ,R DET LE 1 111 1 1111 15.00'''tiAE M�NT IN O'N�wipmalo 79L �1Q;' Psi , �®: = *l�I iI N 4n7 ® STA-4� +14,7 00� I / ®i (1) 10' 6 "A. (MJI MT (1)10 "x�" REh ER (FL>fMJ) X (1)6 "GATEV LVE (FLx J) - G M CONd JR L1S.T ALOCKS STA: 42t'1II�.6 81 RT' 11111, ® I(1)FIR Hi D TASSEMBLY'.I 2 I !I 1 I I 1 Il I! T _ I I I I I I I � iil I� NOTES 1. WATER LINES ON HILLSIDE EXCEEDING 5H:1 V SHALL BE RESTRAINED JOINTS AND PROVIDE THRUST BLOCKS AT ALL FITTINGS. 2. ALL CONNECTIONS TO EXISTING CITY WATERMAINS SHALL BE DONE BY CITY ! ■T '` FORCES. CONTRACTOR SHALL REFER TO CITY STANDARD DETAILS 300.1 TO 300.5 I TRENCH PLUG 1 FOR 'BEFORE & AFTER" CONNECTION DETAILS. �4 TOTAL) TYP. C6.9 1 I 1 h 3. "POLYPIGGING" STATIONS SHALL BE VERTICAL CROSSES PER CITY STANDARD i DETAIL 300.6. J I /! N1698?054 '- FIRE SPRINKLER NOTE 1 E11392839.1 ?;'�- - - - - P.-+ - - .- 3+2 w_s WHERE THE UNDERGROUND WATER SUPPLY TEES OFF TO SERVE ONLY A FIRE 1 7 I SPRINKLER SYSTEM, A SEPARATE DETAILED PLAN MUST BE SUBMITTED AND APPROVED BY THE FIRE MARSHAL PRIOR TO INSTALLATION. FIRE PROTECTION NOTES yp r Yi y I STA; 42 +gj g�,I0.00' THE FIRE PROTECTION SYSTEM INCLUDING MATERIALS, SIZING, AND (1) 10" TEE; (FLh CONFIGURATION IS SUBJECT TO A CONTRACTOR PROVIDED DESIGN BY A FIRE (3) 10" GATE b(ALVE (FLxMJ) PROTECTION ENGINEER, AND AS SUCH, THE FINAL DESIGN OF THE FIRE o 1 I P (1) CONIC THRUST BLOCK, PROTECTION SYSTEM MAY DEVIATE FROM THE SYSTEM SHOWN. THE FIRE PROTECTION SYSTEM AS SHOWN FROM THE MAIN LINE TO THE CONNECTION AT THE BUILDING SPRINKLER IS INTENDED FOR LOCATION OF THE FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTION ONLY. CONTRACTORS BID 1 IEE SEF1T C3. I II C ® SHALL REFLECT THE CONDITIONS OF THE FIRE PROTECTION ENGINEER'S DESIGN. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL FIRE PROTECTION ASSOCIATION REQUIREMENTS AS SET FORTH BY'NFPA 13', ITS AMENDMENTS, AND LOCAL REQUIREMENTS, INCLUDING BUT NOT LIMITED TO 1 I h I ACQUISITION OF ALL PERMITS. GENERAL NOTES: I 'p 1. SEE SHEETS C6.3 -C6.4 FOR STANDARD WATER NOTES AND DETAILS. 2. FILL AND COMPACT THE ROADWAY PRISM TO FINISH GRADE PRIOR TO EXCAVATION FOR INSTALLATION OF NEW WATERMAIN. I 3. ALL BENDS SHALL HAVE CONCRETE BLOCKING PER C6.4 AND C6.4 I! I 2 F 6: "DIP I A 43.10 b,24 LT ( 4. INSTALL EROSION CONTROL BLANKET ON ALL DISTURBED TRENCH AREA STEEPER "TEE (MJXFL): II I THAN 3HAV PER DETAIL e . HYDROSEED AFTER EROSION CONTROL BLANKET PLACEMENT. C6.9 460 5. RESTRAINT JOINTS SHALL BE USED FOR ALL WATER PIPING INSTALLED AT SLOPES STEEPER THAN 5H:1V. 6. TRENCHING, BEDDING, AND BACKFILL FOR THE GAS LINE SHALL BE INCLUDED IN THE SITE CONTRACTOR'S BASE BID. THE GAS LINE SHALL BE INSTALLED BY PSE. 7. TRENCHING SHALL BE CONSTRUCTED PER DETAIL e C6.1 iSTII� G GRABE-- WJF I A BRAUN ACE 1/24/141 WJF °` F. KATONA ACE 1 17 14 FINS -1 GRADE BY DATE APPR T LINE 0r W m oz dM �z 9 6tF10`D _ \ (1)10-11.25 BE b (FL) I O \ P \ MAIN TAIN3i-00 -- N$tOFj• 3 _- C6.4 i \ n EXISTING- 111 ATCENTERLi E- -- °-BEND (FLj NEW 10" - T (i) 10' VF2 I 5 LF 10" DI A7 1 10" 22.5° BEND IF N pj d- M 40 V O N of r 0) N 0) 455 450 445 �►n 435 APPROXIMATE DEPTH OF EXISTING GAS AND STORM DRAINAGE LINE (SIZE UNKNOWN). CONTRACTOR SHALL POTHOLE GAS AND STORM DRAINAGE LINE PRIOR TO CONSTRUCTION. 430 PROVIDE ADDITIONAL BENDS AS NECESSARY TO AVOID GAS AND STORM DRAINAGE LINE IF CONFLICTS OCCUR. 425 42 +50 43 +00 43 +25 PROFILE SCALE: HORIZONTAL= 1 " =20' VERTICAL= 1 ACE 1/28/141 WJF I A BRAUN ACE 1/24/141 WJF °` F. KATONA ACE 1 17 14 WJF oFUOID W. FlEnT BY DATE APPR I Tmm1,5 COMFORT PERMIT SET R- 3115146 Fj a Checked for Compliance to City Standards r-t600111/ GKFouR/ 4I LO) 14 TSFIY/1: Nan � AS NOTED 1°®XOLN101°1' CITY OF RENTON tlE1O1 DATUM a naL mu Planning /Building /Public Works Dept. F M6 OME Tlpl 5011E I60wN1Y 0j7 -a4° SSIONAL II� �; Nonce T A C O M A• SEATTLE - SPOKANE -TRI- CITIES NiFM1YM 6 ➢6 WLB119WL ROIb.II K RYLRVIL YK MD 9a1A91E P9GY 6 16 "' ..M10A11¢ am `W 2215 North 30th Sheet, Suite 300 Tacoma, WA 9840: ym Im16xrt T6 Ma1w 10116 OLT 16 TE flG6f . MlETF Ot0[ xOSFrtm6F}061 gpxt FO�6 253.383.2422 TEL 253.383.2572 FAx 1WVwahbl.can wEe Nrr. m nur Iro5c1 a. xrca56 Hoar. RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 MARCH 201' SITE IMPROVEMENTS RENTON SCHOOL DISTRICT WATER AND GAS PLAN AND PROFILE - WEST C3.1 14 35 z O Z v �.( l J o � n 3 '< a ro y H W 0r W m oz dM �z 9 i a i r U CL - -P -- 1® i _ 1 { �x j (n x ® 1 w W ■ I I I �. a W ' I�-aTY of 0 ' I �f! UM TON 1 UTILITY ■ { I EASEMENT ■ I 51101097 O � ;II LU -j ■ ,�I I O ill I I 1 U t SHEET C4.1 1 I Z 1 W ;' AHBL 121 r . NAIL AND WASHER ■ W N: 169542.6164 J E: 1302702.5952 W ELEV: 455.92 W ■■ z I cr_ I ®I ■ 1 ?a? Q AHBL 147 } REBAR AND CAP N: 169329.7232 1 E: 1302429.6437 W ELEV: 444.41 ■ I I 1 ,,, Z Or>t��'f�`>s�' si�»>tk',s'�,t�: ��'��,•� :'a s'Q a' :�' 'r Z UJI — —� Know whars below. Call before you dig. SHEET C4.2 III it ill TI ■ ■ it I ■ III I ■ 8 ■ w g.l O iI I I i ■ SHEET C4.3 'I ■ 4'I i1 ■ AHBL 117 NAIL AND WASHER N: 169476.9094 I E: 1303088.2463 ELEV: 452.17 o — ` I- -SE-164TH-&T--- ■ G ■ I ■ ■ IM REVISION ACE! 1/28/14 WJF A BRAUN ACB 1/24/14 WJF ° F. KA7oNA ACE 1 17 14 WJF arnxu W. FIERST BY DATE APPR >enro.5 COMFORT 7 NEW CONCRETE CURB, GUTTER, AND SIDEWALK NEW CONCRETE CURBRAMP LEGEND LIGHT DUTY CEMENT CONCRETE VV8S5'IONAL , 2 e PAVEMENT SECTION HEAVY DUTY ASPHALT CEMENT T A C O M A- SEATTLE - SPOKANE -TRI- CITIES 3 e PAVEMENT SECTION PYE�VL 3N N09iNNE flOGYF LIGHT DUTY CEMENT SECTION PAVEMENT SECTION N ]R16MM1 W 6T10 11mH 6. e pT6 27M M N w wo' VKMM aW w 253.383.2422 TEL 253.313.2572 FAX www.ahbl.com WEB imam WTw mrmwr mote HEAVY DUTY CEMENT CONCRETE PAVEMENT SECTION 4 6. R- 311515 A AliBLE s GRAPWC SCALE 0 20 40 80 FEET ■ � 69i: Checked for Compliance to City Standards 4 /1--- PERMIT SET AS NOTED M01�0N°` �� CITY OF RENTON °E f'°' DATUM Planning /Building /Public Works Dept. F MYf tlE M]i 9rJlE >COOI�NOLY • VV8S5'IONAL , l� T A C O M A- SEATTLE - SPOKANE -TRI- CITIES NUCE NRW111N6TB WiWII9WL Fmp1¢➢F PYE�VL 3N N09iNNE flOGYF N ]R16MM1 W 6T10 11mH 2215 North 30th Street, Suite 300 Tacoma, WA 9840: pT6 27M M N w wo' VKMM aW w 253.383.2422 TEL 253.313.2572 FAX www.ahbl.com WEB imam WTw mrmwr mote RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 uAn 201. SITE IMPROVEMENTS X19 RENTON SCHOOL DISTRICT OVERALL HORIZONTAL CONTROL AND C4.0 SURFACING PLAN '°° 19 "35 z y °z �1 a a ] C —7 a „y 1 ^o T �°z 1 I or W tv r f. a N Q c t AHBL= a d s a Y =Zo Fm 0 O 00 4" 0 � 0 O 00 0 0 C C 0 O 0 0 -7 0 0 00 C • �` %`i�y��`i�`i.�`i `i�`i�`i� `,�`i.`�`i`i `i /�`i PERMIT SET s Know what's below. Call before you dig. 670NAL � � NOWE T A C O M A - SEATTLE • SPOKANE • TRI- CITIES uwunw a ve 000.ve svu weld.[ � rtucmae va xo soup eauni a '� �` `�' �` �: wa `� 2215 North 30th SVeet, Suite 300 Tacoma, WA 98402 O�FIaP Rp15 M M1 T6 WlYlll6la aE YLY fa TE MYLf fpYN M 1[ TF 9Y1[ eoexorwawnra idet wirma 253.383.2422 TEL 253.383.2512 Fax xviwahbl.can wFe wawa w rva wvn a rm ercmd rosc COMPACTED BASE smE scve " `NV9 �°� CITY OF RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 MARCH 201, wemxui xw �w iw� FLOOR SLAB SUPPORT CITY D RENTON PERMIT SUBMITTAL COMMENTS ACB 3 11 14 ]APPR AS NOTED i ADDENDUM N0. 4 ACB 112" 14 A BRAUN SITE IMPROVEMENTS ADDENDUM NO. 3 ACB 1/24/1 a 0Wtl1k F. KATONA =" RENTON RENTON SCHOOL DISTRICT w� NOT TO SCALE ADDENDUM N0. 1 ACB 1 17 14 awnaw FlE, Planning /Building /Public works Dept. HORIZONTAL CONTROL AND SURFACING PLAN 04.1 rwm" NO. REVISION BY DATE "tEQOO°`r S. coMFORr 20 X35 A- NNNNAP a m z H a u �y 0 3 5 �G =y 1 �r m _z J dm rrn Imo+ z H 9 a �G , I■ I UI) d ■ I a I ■ U) z r— F Z w W a g a W 2 W rl) J 0 0 U U } cc a Z W 2 W J W Z W J 0 0 Z d U) C} G W U Z 0 Z W cc 12 MOW CURB 6. (TYP.) ■ I ■ LIMITS OF WORK I ■ I :I I ■I N1 _ El' I 106.1' 10.0' r MATCHLINE SHEET C4.1 M � ME ME ME WEIMER ME No on ME ME ME 8 C6. 7 (TYP MOW 12 CURB ■ (TYP.) ■ 7 SPRING GLEN ELEMENTARY SCHOOL I 6.0' / CROSSWALK 6. ACCESSIBLE PARKING 11 ■ O, SPACE SIGN (TYP.) e N 169417.73 ■ Z 12 h MOW CURB (TYP.) C8 E 1302843.64 —N 169419.2 N 169407.90 6 SPEED BUMP (TYP.) / E 1302893 10 ' X E 1302689.86 R6.0' 4169414.81 #6 0. r L _ (' E 130275086 RB iT • •r' r < ••■ •'. 6 Q ♦ ' r , .: - , AFIRE NO PARKING IC FIRE W1€ NOPARYIN Fl UWE NO PAP.KING FI ELPNE -NO PARKING TNT FlRElAPE No PARKwG PnaklNC IC - CROSSWALK PERPENDICULAR p (G - , .5.0• a CURB RAMP g ... , n= , 3 0' TRAFFIC ARROW DETAIL 1\tJ01111 ix7L1, • Know what's below. 0811 before you dig. TRAFFIC FLOW WHITE LETTERING WITH 18" 3" BRUSH STROKE — — — — — — AT EDGE OF PARKING SPACE, CENTERED 0 V) VISITOR SPACE MARKING L NOT TO SCALE PERMIT SET ADDENDUM NO. 4 ACB 1 28 14 WJF A BRAUN HEAVY DUTY ASPHALT CEMENT ADDENDUM NO. 3 ACB 1 24 14 WJF °Pr"t F. KAToNA LIGHT DUN ASPHALT CEMENT PAVEMENT SECTION ADDENDUM NO. 1 AC B 111711 4 WJF omcu W. FlERSf NO. REVISION BY I DATE I APPR " COMFORT PERMIT SET LEGEND LIGHT DUTY CEMENT CONCRETE EXTRUDED CURB PER 2 e 1°�01f" "•x' AS NOTED 'NN' DATUM HEAVY DUTY ASPHALT CEMENT a r,u acuc F Mf tlE xxN 9GYE /GOOIIONF.Y PAVEMENT SECTION LEGEND LIGHT DUTY CEMENT CONCRETE EXTRUDED CURB PER 2 e PAVEMENT SECTION n o STANDARD PLANS 6 HEAVY DUTY ASPHALT CEMENT F003.1 AND F003.2 NC PAVEMENT SECTION FC FLUSH CURB e 6. LIGHT DUN ASPHALT CEMENT PAVEMENT SECTION BOLLARDS 13 6. n, CHANGE IN CURB TYPE or HEAVY DUTY CEMENT CONCRETE PAVEMENT ®4 SECTION 3 INCHES FINE AGGREGATE CLASS 1 (e MINUS) PER WSDOT SPEC 9- 03.1(2)B IC INTEGRAL CURB e EC EXTRUDED CURB PER 0 z CITY OF RENTON n o STANDARD PLANS 6 o n -C F003.1 AND F003.2 NC NO CURB FC FLUSH CURB e 6. • BOLLARDS 13 6. n, CHANGE IN CURB TYPE GENERAL NOTES: 1. SEE LANDSCAPE PLANS FOR ADDITIONAL SITE FEATURES - FENCES, GATES, BIKE RACKS. 2. SEE ARCHITECTURAL PLANS FOR PLAYSHED. R- 311511 Checked for Compliance to City Standards '• � � � rz. n1 I A6, &CragrgBb° ♦� i9SIONdL 81A� � lIf' � jj N9110E T A C O M A - SEATTLE • SPOKANE • TRI- CITIES NThMIYX 6➢6 tlYYllf 9WL M'NMII ➢E RVi9i9xL S/L MN 9MAIE NHCrIDl6 2215 North 30th Street, Suite 300 Tacoma, WA 9840„ A09i Ng15 N R. MS M]Yllf N ipl IN: '1 Far rm NC mucrmmexxncam 253.383.2422 TEL 253.3832572 FAx www.ahN.00m wEB xN N xn m s uvo NN IBNt A3� a mxrw ro nw � a rm rr ooe Hoer. CITY OF RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 MMM 2014 RENTON SITE IMPROVEMENTS RENTON SCHOOL DISTRICT aN.xxu Planning /Building /Public works Dept. HORIZONTAL CONTROL AND SURFACING PLAN C4.Z snn 21 X35 A -IN NNNAA z 0 z �1 n o `yJ o n -C 9 � �n sr w S z or "z D IMATCHLINE SHEET C4.2 r Cl) N 169359.15- r 12 MOW E 1302977.15 CURB CL - \ \ N 169363 89 I X (TYP.) a E 1302983.44 .44 \ ~ \ \ r E 1302976 76xi d -� PERPENDICULAR 9 U) z H Z w LU Of W Ir a_ LU O O Cr Q i"" z LU 2 LU J LU Z LU J 0 Z cc d Q LU U Q Z 0 LU MATCHLINE SHEET C4.1 IN a 7 C6. CROSSWALK - C6. TRUNCATED DOMES (TYP.) 11 ACCESSIBLE PARKING -� C6. SPACE SIGN (TYP.) N 169688.96 - R30.0' E 1303031.74 12 MOW 6, CURB 6.0' (TYP -) N 169667.08 �N 169568.85 N 169737.09 X E1303028.66 X �•�; v3 I/W N 169720.03 R25.0' ma M E 1303031.72 a R50,0e ®� LIMITS OF WORK 'JNINNtld ON-ie aNH �+ M -e (TYP)., �3HIi EONVANVd ON 15:0' R15.0' > � iv ' < EC ^ N 169573.7 N 169402.40 / i\ R15 %S�x �x�-- rE-13030784 �P) C6. V) E 1303103.53 N 169461.17 / X,aa -X E 1303111.56 / RELOCAT D _ - 8n a 1•x4'07_' n�1 g_ c� `�?xreti STREET GE _ v .. - ■- IF ■� ®�.>o_■ ■.)� ■ - - - - - _ _ z_ -r- -x- /+ IN IN IN IN 0 J O II �< - - -- -- - Iw -- V3I+Vl lid 9NINJVd ON 3NV7hd ONIN21Hy ON (LiI4J�■■ ■iti® ■i ■i ®0'■■- f��®0 ® ® ® ®®Tii®mm` ® ®' ■i ® ® ®r� -BYiT w JONES AVE -_ S_ °m u N 169525.18 -- - E 1303108.56 SEE SHEET 5.3 FOR JONES AVE S IMPROVEMENTS Ivv i� eh_IN�Ivd ON - -z- a COORDINATE RELOCATION OF EXISTING GUY WIRE WITH ® PUGET SOUND ENERGY (PSE). ANY NEW OR RELOCATED I: ® i GUY WIRE SHALL BE INSTALLED A MINIMUM OF 5 FEET ( I FROM FACE OF CURB. WORK SHALL BE COMPLETED BY - - - - - -- _ I ® AHBL 117 PSE AT THE EXPENSE OF CONTRACTOR. CONTRACTOR ® SHALL BE RESPONSIBLE FOR ALL COORDINATION AND -------- -- - -- = I I NAIL AND WASHER ® N:169476.9094 COSTS COSTS INCURRED TO RELOCATE GUY WIRE. E: 1303088.2463 ® ELEV.- 452.17 coy v� i j LEGEND I .1IIn■■ ■ NOMINEE ■ 2 e m o� se0 CURB RAMP C6. V a�I ® PAVEMENTSECTION VyK STOP `(TYP) ,: e r ^� \,�. R17.0' m ♦ �z HEAVY DUTY CEMENT CONCRETE n PAVEMENT SECTION N 16 E130 342.53 89.37.. 6. - CROSSWALK. n 1YI w 25 0 ;�' z3 -. 2d 0 •p iB ® ® ®1® ®grid Wl iN IN oil r - 9. �. WISI I Z .�. R3.0' i CI pppp .:G. TRAFFIC AR W PER D AIL e TYP. R46.8' - f' ' 250': , N 1 9343.74 R4 N 169428.31 `� ' ' N 169518.28 ^. . R14.0' i E 13 3029.35 - '; E 1303058.62 E 1303055.65 F �: I . R39:0' EC y N 189526.97 I' PO -E:: E 1303046.36. R14 Q t 25.0' 12 MOW 254 \ ::200 FO 6. CURB . 12.4 ';i IN 16942836 � � TVP /• TYP. 13030§3 ,. ® �' .! vnstrca wsiroa v og ylsnoa �+S11Oa' R15.0' ..srroR roa R5.0' li R45 0 ...E R3.0 ". E?:13,03058.61 -rcp. Y" N 169525 53 . ' - � ELOCA ED ,E 1303069.61 < E 1303064.42. E 1 03064.35 NELS�N M.S. S GN MATCHLINE SHEET C4.1 IN a 7 C6. CROSSWALK - C6. TRUNCATED DOMES (TYP.) 11 ACCESSIBLE PARKING -� C6. SPACE SIGN (TYP.) N 169688.96 - R30.0' E 1303031.74 12 MOW 6, CURB 6.0' (TYP -) N 169667.08 �N 169568.85 N 169737.09 X E1303028.66 X �•�; v3 I/W N 169720.03 R25.0' ma M E 1303031.72 a R50,0e ®� LIMITS OF WORK 'JNINNtld ON-ie aNH �+ M -e (TYP)., �3HIi EONVANVd ON 15:0' R15.0' > � iv ' < EC ^ N 169573.7 N 169402.40 / i\ R15 %S�x �x�-- rE-13030784 �P) C6. V) E 1303103.53 N 169461.17 / X,aa -X E 1303111.56 / RELOCAT D _ - 8n a 1•x4'07_' n�1 g_ c� `�?xreti STREET GE _ v .. - ■- IF ■� ®�.>o_■ ■.)� ■ - - - - - _ _ z_ -r- -x- /+ IN IN IN IN 0 J O II �< - - -- -- - Iw -- V3I+Vl lid 9NINJVd ON 3NV7hd ONIN21Hy ON (LiI4J�■■ ■iti® ■i ■i ®0'■■- f��®0 ® ® ® ®®Tii®mm` ® ®' ■i ® ® ®r� -BYiT w JONES AVE -_ S_ °m u N 169525.18 -- - E 1303108.56 SEE SHEET 5.3 FOR JONES AVE S IMPROVEMENTS Ivv i� eh_IN�Ivd ON - -z- a COORDINATE RELOCATION OF EXISTING GUY WIRE WITH ® PUGET SOUND ENERGY (PSE). ANY NEW OR RELOCATED I: ® i GUY WIRE SHALL BE INSTALLED A MINIMUM OF 5 FEET ( I FROM FACE OF CURB. WORK SHALL BE COMPLETED BY - - - - - -- _ I ® AHBL 117 PSE AT THE EXPENSE OF CONTRACTOR. CONTRACTOR ® SHALL BE RESPONSIBLE FOR ALL COORDINATION AND -------- -- - -- = I I NAIL AND WASHER ® N:169476.9094 COSTS COSTS INCURRED TO RELOCATE GUY WIRE. E: 1303088.2463 ® ELEV.- 452.17 coy v� i j LEGEND I .1IIn■■ ■ NOMINEE ■ 2 e �■■ MOMENT o� se0 8 V a�I ® PAVEMENTSECTION VyK STOP `(TYP) LIGHT DUN ASPHALT CEMENT e 1 m _z C6. �z HEAVY DUTY CEMENT CONCRETE FMM PAVEMENT SECTION 6. n 1YI w 25 0 ;�' z3 -. 2d 0 •p iB ® ® ®1® ®grid Wl iN IN oil r - 9. �. WISI I Z .�. R3.0' i CI pppp .:G. Know whars below. Call before you dig. O U) / VISITOR SPACE MARKING NOT TO SCALE WHITE LETTERING WITH 3" BRUSH STROKE AT EDGE OF PARKING SPACE, CENTERED 4 TRAFFIC FLOW NO. LIGHT DUTY CEMENT CONCRETE r 2 e PAVEMENT SECTION o� HEAVY DUTY ASPHALT CEMENT V 3 PAVEMENTSECTION LIGHT DUN ASPHALT CEMENT e PAVEMENT SECTION m _z C6. �z HEAVY DUTY CEMENT CONCRETE FMM PAVEMENT SECTION 6. 3 INCHES FINE AGGREGATE CLASS 1 r (s / "- MINUS) PER WSDOT SPEC 9 -03.1(2)B GENERAL NOTES: 1. SEE LANDSCAPE PLANS FOR ADDITIONAL SITE FEATURES - FENCES, GATES, BIKE RACKS. 2. SEE ARCHITECTURAL PLANS FOR PLAYSHED. R- 371518 wiz r GRAPHIC SCALE 0 10 20 40 FEET IC INTEGRALCURB 1" = 20 FRET' 6. EC EXTRUDED CURB PER CITY OF RENTON �• C O On STANDARD PLANS e �go4 .4ar,4�0�, _ F003.1 AND F003.2 NC NO CURB FC FLUSH CURB W Checked for Compliance to City Standards 'AO Bd 219010 � • BOLLARDS ?�-.v- �,•I�„rt 4-'!p' 1•�.SIONAL'l (�' e 13 11], nonce T A C O M A - SEATTLE • SPOKANE • TRI- CITIES ^A1 CHANGE IN CURB TYPE PERMIT SET M000�rMwN vwa� �• w>� N R � �� s � � 2215 North 30th Street, Suite 300 Tacoma, WA 9840; OLY M M NO6'l YNM1m N lF OE BfQ xo s xor 10 w iae rm mm e� w 253.383.2422 TEL 253.3832512 FAX wWw.ahbl.00m WEB mNN ro TYY woecr ce wA nrr Deal woes AS NOTED CITY OF RENTON ACADEMY AT SPRING GLEN ELEMENTARY o31 MARCH 2O1, Ilpl@TIVI: IYD rYN 1W1 e ADDENDUM No. 4 ACB 112" WJF A BRAUN RENTON SITE IMPROVEMENTS 4/14 ADDENDUM NO. 3 ACB 112" WJF ' F. KATONA .a RENTON SCHOOL DISTRICT ADDENDUM NO. 1 ACB 1 17 14 WJF aencu DATUM W. FIERST Planning /Building /Public works Dept. HORIZONTAL CONTROL AND SURFACING PLAN C4.3 REVISION BY DATE APPR S. COMFORT ae¢r 22 X35 - A- NNNNAP n z O z Ell o� K V a > m y � L1 �c' m _z �z 9 U) CL a w T) z zf- W W 00 a W Ir W J O O 2 U U) N Z W 2 W J W W C) z FE a- U) Q W 0 Q C) O F— W cc o LA / i i t A" CL ■ l ■ � , i � s da � ®;N �, ;'� x ��''. � � /� off` � p6 I,: , 0' 1001/ 1 Bo — o I ♦ I 1, II V�I D N� n� y BOTTOM OF STEP TS ' u TOP OF WALL FG FINISHEDGRADE 3 I. �V STORM DRAIN CATCH BASIN, TYPE 1 ® STORM DRAIN CATCH BASIN, TYPE 2 STORM DRAIN LINE — U UNDERDRAIN ♦ °e Ps eaa +. o�'oy eo ey c °i ROOF DRAIN °oye,°oor °P e. s° ✓aO °ai s 00ro1 oo�� 1 a�! °yiaylo a a °s a °< °y <y e FOOTING DRAIN p yfy °voe GRADE BREAK - - - -- 355 - - - -- EXISTING MAJOR CONTOUR 3 =��- - -- -- - EXISTING MINOR CONTOUR �I PROPOSED MAJOR CONTOUR "mot IM a � T��' 13 1 0 v.,t v 'v ♦r v wrrs s xe't �.� d' , 0 4' r ---r— ' ,.. ---7- v v' �p s-, �+ TL,,� �+^� IN— i —YF CPI - T= _� -. -�.. =, OPP OP: — —; -7 cc _ =-=- - ■ EEEEEII SHEET C5.1 SHEET C5.2 PLIM ■ ■ • • ,Q�r` s Know whaft below. Call before you dig. LEGEND BS BOTTOM OF STEP TS TOP OF STEP TW TOP OF WALL FG FINISHEDGRADE 3 STORM DRAIN CLEANOUT ■ STORM DRAIN CATCH BASIN, TYPE 1 ® STORM DRAIN CATCH BASIN, TYPE 2 STORM DRAIN LINE — U UNDERDRAIN RD ROOF DRAIN FD FOOTING DRAIN ----- GB - - - -- GRADE BREAK - - - -- 355 - - - -- EXISTING MAJOR CONTOUR 3 =��- - -- -- - EXISTING MINOR CONTOUR 355 PROPOSED MAJOR CONTOUR 354 PROPOSED MINOR CONTOUR (------ - - - --t NO. 1 LARGE- DIAMETER DETENTION PIPE L--------- J APPR S. COMFORT P R S� ING tROd BUIL�IAG BUILUIM1U nA� �� ■ ■ a � T��' 13 1 0 v.,t v 'v ♦r v wrrs s xe't �.� d' , 0 4' r ---r— ' ,.. ---7- v v' �p s-, �+ TL,,� �+^� IN— i —YF CPI - T= _� -. -�.. =, OPP OP: — —; -7 cc _ =-=- - ■ EEEEEII SHEET C5.1 SHEET C5.2 PLIM ■ ■ • • ,Q�r` s Know whaft below. Call before you dig. LEGEND BS BOTTOM OF STEP TS TOP OF STEP TW TOP OF WALL FG FINISHEDGRADE • STORM DRAIN CLEANOUT ■ STORM DRAIN CATCH BASIN, TYPE 1 ® STORM DRAIN CATCH BASIN, TYPE 2 STORM DRAIN LINE — U UNDERDRAIN RD ROOF DRAIN FD FOOTING DRAIN ----- GB - - - -- GRADE BREAK - - - -- 355 - - - -- EXISTING MAJOR CONTOUR 3 =��- - -- -- - EXISTING MINOR CONTOUR 355 PROPOSED MAJOR CONTOUR 354 PROPOSED MINOR CONTOUR (------ - - - --t NO. 1 LARGE- DIAMETER DETENTION PIPE L--------- J APPR RAINGARDEN PERMIT SET wAHBLE S a I k SHEET C5.3 1 I Il 7 a� I Ir.2`f ..I I ■ I a� ■ O ■ OP 1 _ Z-9 U'im'i o � I B, ■ � i F � �' ■ o4 i0' MI I ' 691_ ■ ■ ■ ,5 --T ! ■ �y I I ■ I 6 ■ • F I ■ F .I� I „ I I , 1 a AS NOTED wna� ww r DATUM CITY OF RENTON PERMIT SUBMITTAL COMMENTS ACB 3 11 14 WJF, A BRAUN ADDENDUM NO. 4 ACB 1 28/14 WJF ADDENDUM NO. 3 ACB 1 24/14 WJF F. KAToNA I �z ADDENDUM NO. 1 ACB 1 17 14 WJF a[naa W. FIERST iQ y L s Nmxxx sc♦E r NO. REVISION BY DATE APPR S. COMFORT wAHBLE S a I k SHEET C5.3 1 I Il 7 a� I Ir.2`f ..I I ■ I a� ■ O ■ OP 1 _ Z-9 U'im'i o � I B, ■ � i F � �' ■ o4 i0' MI I ' 691_ ■ ■ ■ ,5 --T ! ■ �y I I ■ I 6 ■ • F I ■ F .I� I „ I I , 1 a n n a 0 , 1 =1 � Co I i I I 8 z W I R= 371519 GRAPHIC SCALE 0 20 40 80 FEET Ik �C vYr��a 1• - 40 FEET Checked for Compliance to City Standards Aab 2901 ` .1 " ONAL �I Ito �IMf T A C O M A - SEATTLE •SPOKANE • TRI- CITIES CITY OF UIN RENTON Planning /Building /Public Works Dept. NONE umura a ra omrtxr awe wxaa x FA6F�ll♦ YM X09]NNE NGL 6 2215 North 30th Street, Suite 300 Tacoma, WA 9840: awass aom x ¢ ra 000�ea ara aE air rm x wvn uxmn x x>¢.a. wa o � m • � � a.�r, � • 253.383.2422 TEL 253.3832572 FAx www.ahM.can WEB ,mru m xr xn¢r m rm xa axr woes uae RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 MAIn 201, SITE IMPROVEMENTS RENTON SCHOOL DISTRICT , OVERALL FRONTAGE IMPROVEMENT PLAN C5.0 m� 23 X35 cam, -3,Is- A-NNNNAP z a n n a 0 , 1 a � Co �rw�h 8 z or tz �z a r d) U) ili (L U) z F- z w W O a W O W H J 0 } Q z W W J W W J 0 z EE a- a } W U z 0 W cc x IE: 427.7705 / ! k ^• 18 LF 12" DIP STM S= 2.33% N CONTRACTOR SHALL O IRDIN TE MOyV CURB TYP. 12 C6 �k I I .� U C RELOCATION OF EX IN I E 428.1905 POL�TO �I. .:� A LOCATION U IS E OF�//THE , �a 7 0; x/ �� IEg428.9005 I . a w PROPOSED WALKWA'�I WITH RUGET' o x �: I 4 1 LIMITS OF WORK I I Is w ® SOUN EN RGY. ®� �1 ®� '- 36 LF PVC: WALKWAY SH PMEET ADA - S = 0.50 % 2 C6. 1: _ DCgdLL ®® 27.52'. / //" ® i UJ _ "` _ FG[429A6' I ®'� ®� ® ® ® ® ® ®� ® ® ® ® ® ■ ® ®i ®Yi■ ®■ ■��I ® ® ®a'0O ®wommomm®■mmm 0 ® ® ®® ■ ®® ®■i'�I ® ® ® ®® ®91.1■ ® ®�f ® ® ®� ®® ®CIO® �� ••_ 111REIy1�NTS .. 5.00' 1 - �O 0. �� FG' 431.11 q35� + 4(00' .j t .00' F / - r r- G- G q0 - p N W we z WWWi W.. IiW N` ..W WW WW WWW WWW sm WW 'W W:W W =WW N, 'IF WW:NW Wti W>� YD<Y� WWWWW -�1U.r W"W'W�W �il�l ■1��9Y'* '��9i�1� i�Hl��l�l� '7 lft =w� N +� �Q M o� (tim ^-. 23 +00 0, 16.00'.., 24 +00 _a .a aN v 25 +OOa a c - v °t r a v` 's a \� a v v— ct �' r _ b- v -_ c` r. �y a 26 +00 a Q cl 42913 -1 S -- ' S- GCB 55 _S - -CP Sr - -� --f S- S -f- -S S -- -S $ 10 S 271�u CB 54 6 RUNCATED DOMES T -- -.; - -LU ST.- - I cs. 1 I STA•2MENT 5 , - - V 28 MENT CONCRE, E��- ,_ N� l'd-- - _ -. VJ- - 1 /--- - �^{- K.- - - MA .0 ELEV. OF EXIST. }20ADW �- TR �E - -_ W--- by D - - / o , - - - ,_ OP �.._ I J -_. G� D- = Cr DEr- , 6,'rt - �- �" D- — I> - - -. D-- - -: T -e D-- -- RI EWAY ENTRANCE TYPE 3 D D__ .` .� p- n - o —, op _— - .._._... _ G_; _ 8.7 J ■ 455 450 445 440 435 430 425 420 170.00' VC PVI STA: 24 +75.00 PVI ELFV: 442.94 NO. 3 REVISION 24 +00 24 +50 25 +00 PROFILE 22 +00 22 +50 23 +00 23 +50 > o KEYNOTES n 3 � HIGH PT §TA: 25 +60 3 y H v v� 00 O MOW CURB PER DETAIL 12 ' ❑ C mn O BEGIN /END EXISTING FENCE DEMOLITION. a z m t7 3 O QUARRY SPALLS PER DETAIL & �z --- HFGRPT-EfrEV 44597 - ® C6. O CATCH BASIN SEDIMENT BARRIER PER DETAIL 1 . O1' - - -- ® HEAVY DUTY ASPHALT CEMENT PAVEMENT SECTION PE __..- CITY CITY ADDE Know What's below. 79— ADDE ADDE N 6 T NO. °o - — .. EXISTING GRADE __. ___� ___ __ rn �� w — LI tCP& AT CENTERLINE a°o m m EXISTING AS LINE CROSSING— ,n r4 a w ! — __ .. — I 05 /o 6i Iii 6i -� -- ---- -- - - > > - - -_- PROPOSED FINISHED GRADE > > w- 3.56 °� @@ @ LOW LIP L - - -- - - -- ° T -- i►�` _ W ° m m r j EXISTING GAS LINE. -- _ _ APPROXIMATE O) _ - - to d ___ .. CB 54. TYPE 1__ _-_ m NL N •- _ m - K > -� _- °�/ - -. -DIP @ 4 -86 T .__— STA 25+53,14. 97 LT RIM. 445.73 --- - -- _ + > g A�� 1217 .; v w > 248�F E. 44Y.23 -12^ N w aw _ a w '-- -_ / FLOW LINE — - —CB - -- - -- - -- - -- _ r -- - -- ST* 25 65,14 97 LT — ,, - - - -- EXISTING / INISHED GRADE _ _ - -_- _.___- IE: 4290812 "(� EXISTING GRADE @ SAWCUT LINE _ - -. - -_ IE: 429.08 12" (N) - - - - -- -- - AT CENTERLINE - -- -- - - - - -- - -- - -- - •- �`! °° "! m °• m m O1 a tO• o M ^. m `O N$ `O• o r °' m rn ° m o o ry 'o m o o oi, a m N N o u�i N 00 m cl; In a� NO. 3 REVISION 24 +00 24 +50 25 +00 PROFILE 22 +00 22 +50 23 +00 23 +50 > o KEYNOTES n 3 � 0 DEMOLISH EXISTING FENCE. 3 y H v v� 00 O MOW CURB PER DETAIL 12 ' ❑ C mn O BEGIN /END EXISTING FENCE DEMOLITION. a z m t7 3 O QUARRY SPALLS PER DETAIL & �z O PROVIDE DEBRIS BARRIER PER DETAIL - a ® C6. O CATCH BASIN SEDIMENT BARRIER PER DETAIL 1 . O1' ® HEAVY DUTY ASPHALT CEMENT PAVEMENT SECTION PE DETAIL . C6. CITY CITY ADDE Know What's below. ADDE ADDE Cell before you dig. NO. NO. 3 REVISION 24 +00 24 +50 25 +00 PROFILE SCALE: HORIZONTAL = VERTICAL = 1 " =20' 1 " =5' ICE 1 28 14 WJF -_- A BRAUN ICB 112" 14 WJF F. KATONA ICB 1 17 14 WJF a9u4m W. FIERST BY DATE APPR arno. S COMFORT 25 +50 26 +00 R= 311520 PERMIT SET wnr,� San , AS NOTED 10�01RN"N01°°1°' DATUM a nu sac s xm or[ 9u, sac �n¢r Checked for Co plianlatocity Iol R z CITY OF t RENTON Planning /Building /Public Works Dept. 455 450 445 440 435 430 425 �P3i; of 26 +50 26 +75 r..45.. �-j•1� NUCE T A C O M A • SEATTLE - SPOKANE • TRI- CITIES 4munox v ms 4uert 9uu 9wa9 �c 9m�waui M1u xo aw.nc RBG99 z 1Y11H `� 2215 North 30th Street, Suite 300 Tacoma, WA 9840; MfBP Rd15 M M1 T601LFIIr6 MY IOI M 16YL'! [gM1m M lE lIF 947. xo M1 wtr w ff 9m 9a 9vxt 9101 a, 253.3832422 tEl 253.3632572 FAX Wwwahbl.can WEB r4nm m 4m �cr m,m xn mu ioa[ RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 WxN 201 - SITE IMPROVEMENTS RENTON SCHOOL DISTRICT OYM 94 S 27TH ST SIDEWALK IMPROVEMENTS C5 cab- ky--�r7 , '�- -,pb U- r z 0 > o u [rJ n 3 � 3 y H v v� 00 ❑ C mn W3.r a z m t7 3 �z a x 2 I 3 1 • — r 461 ' O ._ _ r w U _`•.. FG: 451 _.. F.G 45E 8.:.';. '..'. ,, - ~,z -4fi - � ....,., zWI- .451.31 ._ -. ..._.. - _ -___ Ell I- z FG 52 27 G -,L w W U — t �r IL W u11 / t._ v- da e,} ".. CB 52 W 1 _ 27 +00 5.88'7 1` W 979.11'(R) CB 53 28 +00 Ica 29 +00 / I 30 +00 LIMITS OF WORK .� -- -- — -__- - -.- -__� - _ _ i __._ ^' -_ --I - -�= v: _` - - 1/___.__._'_� - ':il` (300 O N� s — 5 - - - - -s <� �s s s— — {— �s — -5— - -- s s— Ts — s s— EC 1: STA,27 +32:72 - - - v /STA. 30 +94.43 Ia-1- i 25' CEMENT CONCRETE 2 `I : _ _ �1 S 27TH- ST qNir 30' CEMENT CONCRETE ST) CC W DRIVEWAY ENTRAN TYPE 3 C6.7 1 �� - VEWAY, ENTRANCE TYPE 3 (. c REI W 1_ - -\- yy - - W- - VJ- ' - __ - \N- _........_ W-- - -- -_ VV - WL -. _ __ __ 'N-_ -- __ - - Vd -- - '- !" - __ - _ y^!- ._ _ l^F- - - - 4M-T _ - W-`- _ J,- - _ - VJ OP WZ I - - - D _._. D- - - - - -- J - - - -- - p'- fJ.._.. - - -- D- - < - - D- ._ : D- l}- - T - -D- v OP UP P - OP tCP OP Op - - - Jo -.. — OP _. _i STA '2+ o , 0 1 -1 0 T = 1 1 100.00' VC Q PVI STA: 30 +35.00 Z PVI ELEV: 462.70 HIGH PT STA: 30 +31.58 50.00' VC W HIGH PT ELEV: 462.08 PVI STA: 31 +50.00 PVI ELEV: 458.70 2 470 W J sixsraR W `1 Z W 465 4 L� w\ I. Q � \ RJR V GCB Z 460 I (L w-t 11 APPR U) — O ❑.g z - 7 Q 455 F- I W co -�C rjI W 32fi Q 450 12�f.3 T Z 445 Z W 440 ' n a H�ST=J Ij i IVES � I I, I. I -7 sixsraR °z `1 d in'I 0j sI GCB o L� w\ I. Q � \ Q 1 GCB 1 17 14 Fa I (L w-t DATE APPR Ji — O ❑.g z - 7 U I_ F- I W co -�C rjI 32fi I -- HIGH PTE EV 459:86 12�f.3 T H�ST=J Ij i IVES � I I, I. I 26 +75 27 +00 27 +50 28 +00 28 +50 29 +00 29 +50 30 +00 30 +50 KEYNOTES PROFILE Oi DEMOLISH EXISTING FENCE. SCALE: HORIZONTAL= 1'=20' VERTICAL= 1 " =5' O MOW CURB PER DETAIL @ O PRIOR TO CONSTRUCTION AND ORDERING MATERIALS, THE CONTRACTOR SHALL POTHOLE THE EXISTING STORM DRAINAGE LINE TO THE EXACT LOCATION AND DEPTH. CONTACT THE ENGINEER IF THE LOCATION AND INVERT ELEVATION DO NOT MATCH THE PLANS. s Know whars below. Cal before you dig. NO. 3 REVISION -7 sixsraR °z `1 0 o A BRAUN GCB o WJF tCB 1/24/141 WJF °N1N` F. KATONA GCB 1 17 14 + aFnxID W. RERST BY DATE APPR �xwewm S. COMFORT ❑.g z I n v1 D -�C -- HIGH PTE EV 459:86 if 37-12 NJIST -X O-GAS W D W w EXIS ING GRADE N h EXISTING GAS w > AC NTERLINE t ul ❑NE CROSSING- _ m M UU_ — — N o - - T- - - - - -i P ROPOSED @ FLOW LINE FINISHEDGTtADE' - w _ to � � a W - - - - �- - - � PVI STA 30 +90.00 T � -6 OI � c0 XISTING- GAS- LINE CROSSING— _ -_ - _ 4.58/ - --. -_ _ _- - � Q c NGtGAS LINE - Z _ - --_ . - - -- -_— �APDXMATE _SIZENK�OWN DEPTH, - ---_� -- - - PVI STA 31+20.00- - - - - ELEV; 460 0435 - -- -- , _ - - - -- -- - - - 51, TYPE1 '07,14.94LT _ ran T w O _ w STA:31 +8 RIM: 456.6 � � — — t __ __. @ 4.28% RIM 45702- _.- _ I E. 54.0 -_ 12, ._ �- ._._. -- __._. - - - -PVC __. . _ 22 LF 12 DIP @ 54M. -- - -) -- @ FLOW LINE -CE: 33 TYPE -1-�- -_ -_ . - -_ __.�PE._CL _ _ RIM: 452.37 IE: 449.3712 "(E) EXISTING / I @SAWCUT INISHED GRADE LINE -- - -- _ LU3 -- -M'4`9T - __ STING GRADE :4493T72r A CENTERLINE I IE 452.9412) IE 452.94 - 27'( f IEi�452:94"12"'�) S d O N m m N 0 ^ M T p n N al 6 '6 N C6 [ 7 (6 7 o n of r tp N N N al(0 ] N a s a e a a c v d a o It a O 26 +75 27 +00 27 +50 28 +00 28 +50 29 +00 29 +50 30 +00 30 +50 KEYNOTES PROFILE Oi DEMOLISH EXISTING FENCE. SCALE: HORIZONTAL= 1'=20' VERTICAL= 1 " =5' O MOW CURB PER DETAIL @ O PRIOR TO CONSTRUCTION AND ORDERING MATERIALS, THE CONTRACTOR SHALL POTHOLE THE EXISTING STORM DRAINAGE LINE TO THE EXACT LOCATION AND DEPTH. CONTACT THE ENGINEER IF THE LOCATION AND INVERT ELEVATION DO NOT MATCH THE PLANS. s Know whars below. Cal before you dig. NO. 3 REVISION PERMIT SET wmrx: w,o , AS NOTED °E x°' DATUM F MOr pE Mpl lGIE /OWAOxxLY 31 +00 31 +50 R- 311521 Checked for Complia a to City Standards CITY OF z RENTON Planning /Building /Public Works Dept. 32+00 32 +25 470 465 460 455 450 445 440 J i I I ml • �• I Nonce TACO M A • SEATTLE • SPOKANE • TRI- CITIES .LLRxwwmMWxf9WLW zm RYLWYL YN x0 S1l1LE R9Gn16 2215 North 301h Street, Suite 300 Tacoma, WA 9840: oFxoF xwa x x ua mien x ru xE °LiuYO exmrosisxxrxna� 253.383.2422 TEL 253.3832572 FAX www.ahM.can WEB xumx ro rur x�er a xv xx wa xof¢ RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 MARCH 201, SITE IMPROVEMENTS RENTON SCHOOL DISTRICT o «a S 27TH ST SIDEWALK IMPROVEMENTS C5,2 mm 25 X35 c-L): JA- N N z -7 sixsraR °z `1 0 o A BRAUN GCB 1/28/14 WJF tCB 1/24/141 WJF °N1N` F. KATONA GCB 1 17 14 WJF aFnxID W. RERST BY DATE APPR �xwewm S. COMFORT PERMIT SET wmrx: w,o , AS NOTED °E x°' DATUM F MOr pE Mpl lGIE /OWAOxxLY 31 +00 31 +50 R- 311521 Checked for Complia a to City Standards CITY OF z RENTON Planning /Building /Public Works Dept. 32+00 32 +25 470 465 460 455 450 445 440 J i I I ml • �• I Nonce TACO M A • SEATTLE • SPOKANE • TRI- CITIES .LLRxwwmMWxf9WLW zm RYLWYL YN x0 S1l1LE R9Gn16 2215 North 301h Street, Suite 300 Tacoma, WA 9840: oFxoF xwa x x ua mien x ru xE °LiuYO exmrosisxxrxna� 253.383.2422 TEL 253.3832572 FAX www.ahM.can WEB xumx ro rur x�er a xv xx wa xof¢ RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 MARCH 201, SITE IMPROVEMENTS RENTON SCHOOL DISTRICT o «a S 27TH ST SIDEWALK IMPROVEMENTS C5,2 mm 25 X35 c-L): JA- N N z -7 °z `1 0 o o 9 � V N =� O ° 1 n 8 z ❑.g z I n v1 D -�C CL CL 0- U) Z z w LU 'o 2 i LU O a LU O 0 U U) } II= H z LU 2 UJ J LU z LU J 0 0 z IY a Q } LU a z z LU cc a O LL V.% ZIL O EL f .� r'� Z _ co W g Zi I f 2 W ■ I� % -t? ■ ■5 CB 51: x III J STA: X31 +90.✓�3 1. 5'LT "�` - I v` t _ -6 _- - RELOCATED ST E VIGN _ `• ' - -- _ -- n 7 ��_ D _ Q - - -- - - - - -�- - - -� - -= }_ - �:v - !etm"- CB -a INLVd CL C STA 32 +208'�:S 27TH ST =. '� I I FG: 451.24- I - 16 1 STA 10 +00 JQNES AVE S 2 N 1 \ I u' - °c FG: 450.94 ® T °' 11 +00 _EG:450.90 ce 473 -- - --rte a I r 1ils�a 10 +29.341, }8:63'LT ' ., ,- `- .' 450"I JUNE S� V E- 4,t., _ -y,. - \ 1r n 4u I. 81, it 11 +88:58" 22.43' LT I'll +61.48 �I ® MATCH EXISTING FLOWLINE __ i1 4CRETE� ® I 1 /L�_ ® <v / -C6.7 DRIV Y TYPE1 I PAVEMENT PATCH C6.7 _ _ N 169521.99 E1303153.90 ti6 N I �- 11 +82.64 5.86' RT RELOCATED SIGN 53 LF 12" PVC @ 1.00% I � CB 15, EXISTING TYPE 1 I I� CONNECT TO EXISTING STA: 11 +75 35.78' RT 30'3 1 1 RIM= 446.21 h � � I IE = 443.54 12" (W) ��I ) I IE= 443.5409 "(E) I ! I • s Know what's below. Call before you dig. 460 455 450 445 0 r m a CB 17, EXIST CBEXIST CB ADJUST ST RIM ELEVATION 10 +00 10 +50 O 11 +00 PROFILE SCALE: HORIZONTAL= V =20' VERTICAL= 1" =5' CITY OF RENTON 11 +50 REVISION 460 455 450 FIE R! 12 +00 440 KEYNOTES NOTE: A SINGLE RAMP WAS PROVIDED IN LIEU OF DUAL RAMPS, WHICH WERE RULED OUT BECAUSE OF THE CURB RETURN RADIUS, PROXIMITY OF EXISTING CROSSWALKS, PROXIMITY OF UTILIZED WALKING PATHS ACROSS BOTH STREETS, THE PRESENCE OF AN EXISTING WATER METER, AND THE EXISTING TOPOGRAPHY WHICH INCLUDES SIGNIFICANT GRADE DIFFERENTIAL. THE PROPOSED RAMP MEETS THE INTENT OF CITY OF RENTON STANDARD PLAN F010, SIDEWALK RAMP TYPE 2A, AND THE AMERICANS WITH DISABILITIES ACT (ADA) TO THE MAXIMUM EXTENT FEASIBLE, GIVEN THE CONSTRAINTS AND SURROUNDING TOPOGRAPHY. I 1.50% I 1 ® 1 i FG; 445566 FG: 4 6.88 1 NOTE: PURSUANT TO THE REVISED DRAFT GUIDE INES ° FOR ACCESSIBLE PUBLIC RIGHTS -OF -WAY, SECTIO I v I 1 R303.2.1.1, "THE RUNNING SLOPE SHALL BE 5 PER t NT MINIMUM AND 8.3 PERCENT MAXIMUM BUT SHALL OT REQUIRE THE RAMP LENGTH TO EXCEED 4.5 m (15: .ft)." ` I '15.00 m m (SOURCE: UNITED STATES ACCESS BOARD) i I I , 1 1 t v FG: 455.33 1 1 .... 1:50 o G: 455.28 1 I FG:?155.40 CENTER 1 FG: 45 (438 N 169361.10 E _- OP � 1303102.97 rl� FG:4564A `% FG:455.35 1N I I � I o _ 1 U) I I r FG 455.34 4 I � 1 M., FG 45S°14 / e d jI 1 0 / ( �55.69i 00 45f1.86 o Fa - FG: 454.86 F 0 1 I: It 0 006 - 0.32% c -� ■ O O v FG:7fi FG: 454.78 .... ° G 456.52 t R=15.00' FCa: 45648 Ef..i 456•x.. -1 1 I L=22.99' ` FG 454. 1 - i - - - c I -�-~ 75 - -_ �_ FG 454.40 FG. 455.2 1 L - - -- JONES AVEFG 454.64 1 GRADING DETAIL SCALE: 1 " =5' Oi DEMOLISH EXISTING FENCE. Oz MOW CURB PER DETAIL Q O DEMOLISH AND REPLACE ASPHALT CONCRETE PAVEMENT AROUND CATCH BASIN TO ALLOW ADJUSTMENT OF CATCH BASIN. 0 REMOVE AND REPLACE EXISTING CROSSWALK MARKINGS. NEW CROSSWALK MARKINGS SHALL CONFORM TO CITY OF RENTON STANDARDS. O SAWCUT LOCATION VARIES AT THIS STATION, THE PROVIDED ELEVATION IS OFFSET 3 -FEET FROM CURB FACE AND IS NOT AT THE SAWCUT LINE. NEW PAVEMENT IS RAISED AT THIS LOCATIONS. Os RELOCATE EXISTING STOP SIGN. O TRUNCATED DOMES. 10 6. O SIDEWALK BETWEEN THE DRIVEWAY AND CROSSWALK SHALL HAVE DEPRESSED CURB AND GUTTER 0 -INCH CURB HEIGHT. 9 CURB RAMP EDGE IS FLUSH WITH THE PAVEMENT. R=371 5 ACB 14/08/141 WJF ACB 3 31 14 WJF ACB 3 11 14 OF omorm A BRAUN ACB - WJF - PERINSDOTSTQYLAN-B =30.3 - CB 16, TYPE 2 CB ACB 1 17 14 WJF Gcno-a: W. HERSF STA 90 +7f"BS' 1 APPR gr m "z ..Nnn pill a STA 11;+74.89,16.94 LT ING -G IE: 450.3912' N RfN: 45 0.00 _ - - WET-t IE: 450.4412' (S 0012"(S)- " IE PROPOSED GRADE - _ _ � _ _ TFro11►L1t - - - - -- .a A PROXIMATE DEPTH. SIZE UNKNOWN EX STING ELBVATIO -AT b AWCUTttN nT-T2" -PV @ 1.00 ^0 XISTING ELEVATION T CENTERLINE :y PROPOSED EL E VATION AT FLOWLINE n rn n rn N m o m a rn o m m uri n rn n m v o < �n .n Mi ri in v�� ni nj N min r i 'n urN"' 6 Nmm 0 6 of ,non o 0 of ma.n o 10 +00 10 +50 O 11 +00 PROFILE SCALE: HORIZONTAL= V =20' VERTICAL= 1" =5' CITY OF RENTON 11 +50 REVISION 460 455 450 FIE R! 12 +00 440 KEYNOTES NOTE: A SINGLE RAMP WAS PROVIDED IN LIEU OF DUAL RAMPS, WHICH WERE RULED OUT BECAUSE OF THE CURB RETURN RADIUS, PROXIMITY OF EXISTING CROSSWALKS, PROXIMITY OF UTILIZED WALKING PATHS ACROSS BOTH STREETS, THE PRESENCE OF AN EXISTING WATER METER, AND THE EXISTING TOPOGRAPHY WHICH INCLUDES SIGNIFICANT GRADE DIFFERENTIAL. THE PROPOSED RAMP MEETS THE INTENT OF CITY OF RENTON STANDARD PLAN F010, SIDEWALK RAMP TYPE 2A, AND THE AMERICANS WITH DISABILITIES ACT (ADA) TO THE MAXIMUM EXTENT FEASIBLE, GIVEN THE CONSTRAINTS AND SURROUNDING TOPOGRAPHY. I 1.50% I 1 ® 1 i FG; 445566 FG: 4 6.88 1 NOTE: PURSUANT TO THE REVISED DRAFT GUIDE INES ° FOR ACCESSIBLE PUBLIC RIGHTS -OF -WAY, SECTIO I v I 1 R303.2.1.1, "THE RUNNING SLOPE SHALL BE 5 PER t NT MINIMUM AND 8.3 PERCENT MAXIMUM BUT SHALL OT REQUIRE THE RAMP LENGTH TO EXCEED 4.5 m (15: .ft)." ` I '15.00 m m (SOURCE: UNITED STATES ACCESS BOARD) i I I , 1 1 t v FG: 455.33 1 1 .... 1:50 o G: 455.28 1 I FG:?155.40 CENTER 1 FG: 45 (438 N 169361.10 E _- OP � 1303102.97 rl� FG:4564A `% FG:455.35 1N I I � I o _ 1 U) I I r FG 455.34 4 I � 1 M., FG 45S°14 / e d jI 1 0 / ( �55.69i 00 45f1.86 o Fa - FG: 454.86 F 0 1 I: It 0 006 - 0.32% c -� ■ O O v FG:7fi FG: 454.78 .... ° G 456.52 t R=15.00' FCa: 45648 Ef..i 456•x.. -1 1 I L=22.99' ` FG 454. 1 - i - - - c I -�-~ 75 - -_ �_ FG 454.40 FG. 455.2 1 L - - -- JONES AVEFG 454.64 1 GRADING DETAIL SCALE: 1 " =5' Oi DEMOLISH EXISTING FENCE. Oz MOW CURB PER DETAIL Q O DEMOLISH AND REPLACE ASPHALT CONCRETE PAVEMENT AROUND CATCH BASIN TO ALLOW ADJUSTMENT OF CATCH BASIN. 0 REMOVE AND REPLACE EXISTING CROSSWALK MARKINGS. NEW CROSSWALK MARKINGS SHALL CONFORM TO CITY OF RENTON STANDARDS. O SAWCUT LOCATION VARIES AT THIS STATION, THE PROVIDED ELEVATION IS OFFSET 3 -FEET FROM CURB FACE AND IS NOT AT THE SAWCUT LINE. NEW PAVEMENT IS RAISED AT THIS LOCATIONS. Os RELOCATE EXISTING STOP SIGN. O TRUNCATED DOMES. 10 6. O SIDEWALK BETWEEN THE DRIVEWAY AND CROSSWALK SHALL HAVE DEPRESSED CURB AND GUTTER 0 -INCH CURB HEIGHT. 9 CURB RAMP EDGE IS FLUSH WITH THE PAVEMENT. R=371 5 ACB 14/08/141 WJF ACB 3 31 14 WJF ACB 3 11 14 OF omorm A BRAUN ACB 112" 14 WJF ACB 112" WJF °"W1: F. KA70NA ACB 1 17 14 WJF Gcno-a: W. HERSF BY DATE APPR gr m PERMIT SET -� -1 " FG: 450.46 1 1--- - - - -Le 1 FG 450.0 1- - Eli 16 M� M 1M M M M GRADING DETAIL L SCALE: 1 " =10' 0 Checked for Com liance to City Standards AS NOTED CITY OF RENTON DATUM aserc Planning /Building /Public Works Dept. s xor ac not sac �annr 9IONAL �', All • � NOncE T A C O M A- SEATTLE • SPOKANE • TRI- CITIES xilvenx v � 0000ert suu xwaoe x AYEfgIW YN NO 9MANE PBL1Y 6 PLL [N�nl! NS MT [fNNF Pql I®'® ^'� � • R Om �.E.ra � � 2215 North 30th Street, Suite 300 Tacoma, WA 98403 oxrrn n: ermmmxxnewc 253.3832422 TEL 253.383.2572 FAX www.ahN.eotn wEB uo s xm n a Aso rm aXwtt Dees a .mom m nur mom m rm xX aos nose - mc RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 MARCH 201 SITE IMPROVEMENTS. RENTON SCHOOL DISTRICT JONES AVE S FRONTAGE IMPROVEMENTS C5.3 ae 26 X35 cti�`3 -�IS� A- NNNNAP -------� z 0 �z °n a o ch K li! d y a N � L �n m w o z gr m "z ..Nnn a -� -1 " FG: 450.46 1 1--- - - - -Le 1 FG 450.0 1- - Eli 16 M� M 1M M M M GRADING DETAIL L SCALE: 1 " =10' 0 Checked for Com liance to City Standards AS NOTED CITY OF RENTON DATUM aserc Planning /Building /Public Works Dept. s xor ac not sac �annr 9IONAL �', All • � NOncE T A C O M A- SEATTLE • SPOKANE • TRI- CITIES xilvenx v � 0000ert suu xwaoe x AYEfgIW YN NO 9MANE PBL1Y 6 PLL [N�nl! NS MT [fNNF Pql I®'® ^'� � • R Om �.E.ra � � 2215 North 30th Street, Suite 300 Tacoma, WA 98403 oxrrn n: ermmmxxnewc 253.3832422 TEL 253.383.2572 FAX www.ahN.eotn wEB uo s xm n a Aso rm aXwtt Dees a .mom m nur mom m rm xX aos nose - mc RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 MARCH 201 SITE IMPROVEMENTS. RENTON SCHOOL DISTRICT JONES AVE S FRONTAGE IMPROVEMENTS C5.3 ae 26 X35 cti�`3 -�IS� A- NNNNAP -------� z 0 �z °n a o ch K d y a N � L �n m w o z gr m "z ..Nnn a U) CL (L f z I- H Z w W O a W O cc� G W J O U) } cc w W -1 W W J 0 z It CO } W Q Q Z 0 W cc RIM ELEV.= A z� f� z OVERFLOW q' $ ELEV. B o MAX ELEV? C ORIFICE #2= D 0 PIPE SUPPORT(S): 3 "X.090" 12' OUTLET PIPE IE= E g 1' -0" 4 MIN. z RESTRICTOR PLATE o ORIFICE #1 = F 0 9 ELEV = r -60° 0- MANHOLE TYPE 2 REMOVABLE WATER- TIGHT COUPLING ELEV.= C 6' MAX ORIFICE #2= D "0 6 "ELBOW DETAIL NOT TO SCALE 2'0 AIR VENT CONNECT TO CONTROL MANHOLE 60" CMPA, 3'X 1 ", (14 Ga.), AT • Know whars below. CaII before you dig. 36' OUTLET PIPE EL= AA 0.5' DEAD STORAGE ACCESS RISER PER t4: 33 ^0' TYP SECTION °a 2' MIN. \ 12" OUT a 1 4L a. zl 0 PLAN NOTES: WEST SYSTEM 1. PIPE SIZES AND SLOPES: PER PLANS. 452.19 2. OUTLET CAPACITY: NOT LESS THAN COMBINED INLETS. ROUND SOLID COVER 449.47 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 & E COVER ELEV. PER PLAN. 4. PIPE SUPPORTS AND RESTRICTOR/SEPARATOR SHALL BE OF SAME � R. 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 r EXTEND TO LANDSCAPE 5. THE RESTRICTOR/SEPARATOR SHALL BE FABRICTED FROM 0.060" AREA FINISHED GRADE. ALUMINUM, OR .064" ALUMINIZED STEEL, OR .064" GALVANIZED 441.50 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. 0 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 9. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: GATE. SEE DETAIL 3 OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. THIS SHEET. LESS 114 ". 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. 2' MIN. \ 12" OUT a 1 4L a. zl 0 PLAN IMPORTED OR ON -SITE SUITABLE STRUCTURAL FILL EAST SYSTEM WEST SYSTEM A 452.19 450.42 B 449.47 446.00 C 447.27 443.85 D 0.8" 1.8" E 444.97 441.50 � R. 0 .6" 1.5" G 442.97 439.50 r 449.30 445.83 444.97 441.50 IMPORTED OR ON -SITE SUITABLE STRUCTURAL FILL GRAVEL BACKFILL FOR PIPE ZONE BEDDING PER WSDOT SPECIFICATION 9-03.12(3),95% COMPACTION; OR 3/8" WASHED GRAVEL FOR PIPE BEDDING PER AASHTO GRADATION NO. 8 NO. SIX E HOLES CIRCLE F FLANG EAST SYSTEM W i 444.47 441.00 CROWNAT 449.47 446.00 EL= BB Wit- GRAVEL BACKFILL FOR PIPE ZONE BEDDING PER WSDOT SPECIFICATION 9-03.12(3),95% COMPACTION; OR 3/8" WASHED GRAVEL FOR PIPE BEDDING PER AASHTO GRADATION NO. 8 NO. SIX E HOLES CIRCLE F FLANG NOTES: 1. REFER TO DETAIL 5, THIS SHEET, FOR DETENTION PIPE PLAN. 2. ALL TANKS 60" 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. ADDENDUM NO. 4 REVISION FRONT SHEAR NOT TO SCALE HANDLE WITH LOCK PIN. ADJUSTABLE LOCK HOOK WITH LOCK SCREW. 1' ROD OR TUBING, VARIABLE LENGTH. SIDE LIFT HANDLE SHALL BE ATTACHED PER MANUFACTURER'S RECOMMENDATIONS. ATE NOTES: 1. SHEAR GATE SHALL BE ALUMINUM ALLOY PER ASTM B- 26- ZG -32a OR CAST IRON ASTM A48 CLASS 30B AS REQUIRED. 2. GATE SHALL BE 8" DIAM. UNLESS OTHERWISE SPECIFIED. 3. GATE SHALL BE JOINED TO TEE SECTION BY BOLTING (THROUGH FLANGE), WELDING, OR OTHER SECURE MEANS. 4. LIFT ROD: AS SPECIFIED BY MFR. WITH HANDLE EXTENDING TO WITHIN ONE FOOT OF COVER AND ADJUSTABLE HOOK LOCK FASTENED TO FRAME OR UPPER HANDHOLD. 5. GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE MOVEMENT, STOP TAB, OR SOME OTHER DEVICE. 6. NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING FLANGE AND GATE FLANGE. 7. MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FIT. 8. FLANGE MOUNTING BOLTS SHALL BE 3/8" DIAM. STAINLESS STEEL. 9. ALTERNATE CLEANOUT /SHEAR GATES TO THE DESIGN SHOWN ARE ACCEPTABLE, PROVIDED THEY MEET THE MATERIAL SPECIFICATIONS ABOVE AND HAVE A SIX BOLT, 10 3/8" BOLT CIRCLE FOR BOLTING TO THE FLANGE CONNECTION. ALTERNATE SHALL BE REVIEWED AND APPROVED BY ENGINEER. ACB EAST SYSTEM WEST SYSTEM AA 444.47 441.00 BB 449.47 446.00 NOTES: 1. REFER TO DETAIL 5, THIS SHEET, FOR DETENTION PIPE PLAN. 2. ALL TANKS 60" 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. ADDENDUM NO. 4 REVISION FRONT SHEAR NOT TO SCALE HANDLE WITH LOCK PIN. ADJUSTABLE LOCK HOOK WITH LOCK SCREW. 1' ROD OR TUBING, VARIABLE LENGTH. SIDE LIFT HANDLE SHALL BE ATTACHED PER MANUFACTURER'S RECOMMENDATIONS. ATE NOTES: 1. SHEAR GATE SHALL BE ALUMINUM ALLOY PER ASTM B- 26- ZG -32a OR CAST IRON ASTM A48 CLASS 30B AS REQUIRED. 2. GATE SHALL BE 8" DIAM. UNLESS OTHERWISE SPECIFIED. 3. GATE SHALL BE JOINED TO TEE SECTION BY BOLTING (THROUGH FLANGE), WELDING, OR OTHER SECURE MEANS. 4. LIFT ROD: AS SPECIFIED BY MFR. WITH HANDLE EXTENDING TO WITHIN ONE FOOT OF COVER AND ADJUSTABLE HOOK LOCK FASTENED TO FRAME OR UPPER HANDHOLD. 5. GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIMITED HINGE MOVEMENT, STOP TAB, OR SOME OTHER DEVICE. 6. NEOPRENE RUBBER GASKET REQUIRED BETWEEN RISER MOUNTING FLANGE AND GATE FLANGE. 7. MATING SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER FIT. 8. FLANGE MOUNTING BOLTS SHALL BE 3/8" DIAM. STAINLESS STEEL. 9. ALTERNATE CLEANOUT /SHEAR GATES TO THE DESIGN SHOWN ARE ACCEPTABLE, PROVIDED THEY MEET THE MATERIAL SPECIFICATIONS ABOVE AND HAVE A SIX BOLT, 10 3/8" BOLT CIRCLE FOR BOLTING TO THE FLANGE CONNECTION. ALTERNATE SHALL BE REVIEWED AND APPROVED BY ENGINEER. ACB 1/28/14 WJF A BRAUN ACB 1/24/14 WJF °WNk F. KATONA ACB 1/17/141 Wit- BY DATE I APPR COMFORT PERMIT SET axc AS NOTED DATUM U ML 9fNE • xor ae wce a.:�[.�cawxar (TYP) 5' 45' BACKFILL PAVED AREAS AND WITHIN R.O.W. BANK RUN GRAVEL FOR TRENCH BACK FILL, WSDOT 9- 03(19) 95% COMPACTION, 6" MAXIMUM LIFTS. NATIVE MATERIAL MAY BE USED IF IT MEETS THE REQUIREMENTS OF STRUCTURAL FILL AND COMPACTION CAN BE ACHIEVED AS APPROVED BY THE GEOTECHNICAL ENGINEER. BACKFILL UNPAVED AREAS NATIVE MATERIAL OR GRAVEL BACKFILL FOR PIPE BEDDING, 90% COMPACTION, 12" MAXIMUM LIFTS. 1 RIGID FLEXIBLE (D.I., CONIC.) (CPEP, CMP, PVC) SUBGRADE ELEVATION PIPE AS SPECIFIED ON PLANS 4 4 � 4 C 4 D ° d D q C 4 O ° ° ° ° 11 4" MIN. o - � GRAVEL BACKFILL FOR PIPE ZONE I.D. + 30" BEDDING PER WSDOT 9 -03.12(3), 95% COMPACTION IDING & BACKFILL PIPE IN TREN 60" CMPA, 3" X 1 ", (14 Ga.), AT 5 =0.0% (TYP) (-_ 37' ---I EAST DETENTION SYSTEM 95' , 100' 5' R-37 15 5)° •C�� m� To PAW Checked for Compliance to City Standards ,y &29010 .�� ` sIONALA OI11�' ■ O r ft-lb- E NOTICE -t TACOMA •SEATTLE - SPOKANE • TRI- CITIES umumx v ne uoowxr a ", awa[ w: flaE�IWI YIL MO 9'il1Ta. PaGY a s CITY OF RENTON Planning /Building /Public Works Dept. e D= 37iS"a -3 JAI -IN n z AN9P A3115 M R. T6 aCYN161a aE 2215 North 30th Street, Suite 300 Taoama, WA 98403 tlLY fa M IH1FL'f lOII�FO M H TF 9N. uo exmroa an ra awa wosa 253.383.2422 TEL 253.3832572 FAx www.ahM.ollll v4:e y v y � ro �oaoni m iwx wn¢r a � ar aon watt °� C] RENTON ACADEMY AT SPRING GLEN ELEMENTARY 7 MARCH 2014 SITE IMPROVEMENTS � R. RENTON SCHOOL DISTRICT orn rn aaao ws STORM DRAINAGE DETAILS a e D= 37iS"a -3 JAI -IN n z H n a a U K y v y � ro °� C] �C) � r S W � R. orn rn z a W i b w 3 Of a E o_ a (n z LU 2 LU O cac G LU J 0 U U) Q z LU LU J LL z LU J �0 V z I= EL Q LU 0 U z 0 LLl cc SURFACE WATER STANDARD PLAN NOTES AND CONSTRUCTION SEQUENCE 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, APRE- CONSTRUCTION MEETING MUST BE HELD 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT -OF -WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A B � BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. ACB MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF WJF O ADDENDUM NO. 3 ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION °'""` F. KATONA MEET THE FOLLOWING SPECIFICATIONS: vtz OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AC 4 - 8 INCH ROCK / 40 - 70% PASSING; WJF AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT a acuE F IIXr OIF xw 2 - 4 INCH ROCK / 30 - 40% PASSING; AND REVISION SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, I DATE LESS THAN 2 INCH ROCK 110 - 20% PASSING. - S. COMFORT OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 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 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 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. 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: DEPARTMENT, SURFACE WATER UTILITY SECTION. a. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 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 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. 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. 7. IT SHALL BE THE APPLICANTS /CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY c. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER BEFORE INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. DESIGN MANUAL AND, IF NON - METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE d. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE INDIVIDUAL LOTS. WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 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). 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND f. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. ELEVATIONS ARE NOTED ON THE PLANS. 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 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE VALVE. CITY FOR REVIEW AND APPROVAL. 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN STANDARD PROCTOR. THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON - FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 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, 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 13. ALL SEDIMENTATION /EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE PROVIDED DURING CONSTRUCTION. EROSION HAS PASSED. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE 14. ALL RETENTION /DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY TO PROTECT PROPERTY IN CONNECTION WITH THEPERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED SECTION. 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 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE SPECIFICATIONS 1 -07 -23 TRAFFIC CONTROL SHALL APPLY. 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 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4 -3 -050). 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 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. ALL BARS 5/8" a Know what's below. Call before you dig. )uJ n nr 20" x 24" r10 "x12 "� 6 1/4" ZFU F 1 1/2" 1 3" 5/8" --{ � T 18" x 22" -r SECTION A -A NOTES: 1. USE WITH WSDOT STANDARD PLAN B -5.20 FRAME. 2. MATERIAL TO CONFORM TO WSDOT STANDARD SPECIFICATIONS 9- 05.15(2). 3. SET GRATE 3 INCHES ABOVE BOTTOM OF RAINGARDEN. »c1 18' 2.0' VARIES MOW SEE PLAN CURB PLANTINGS PER 2_0% LANDSCAPE PLANS r 3" GRAVEL BACKFILL FOR ORYWE PER WSDOT 9 -03. GEOTEXTILE FABRIC Rm IiIIIl] RAINGARDEN Jn \119�1�7- ZH:7_G7� 8 "PERFORATED PVC PERFORATIONS SHALL BE DOWNWARD 18" 2.0' I 3.0' MOW CURB PLANTINGS PER 2_0% LANDSCAPE 47 I PLANS rF 3" PER LANES( SAf?Yi \�� \ \:� \�:� \`:� \�:� \ \:� \� GRAVEL BACKFILL FOR DRYWELLS, PER WSDOT 9- 03.12(5) NOTES: GEOTEXTILE FABRIC � 1. SEE SHEETS C2.1 -C2.3 FOR CATCH BASINS WITHIN RAINGARDENS. 18" 2.0' 5.0' MOW CURB PLANTINGS PER - 2.0 _% - LANDSCAPE ti I PLANS PER F_ FENCE 2.0' 2.0' MOW CURB BOTTOM OF RAINGARDEN PER PLAN SOIL MIX `NATIVE SUBGRADE 8" PERFORATED PVC PERFORATIONS SHALL BE DOWNWARD Im 1.0' RAINGARDEN \ ` ' \` /�ORETENTION SOIL MIX GRAVEL BACKFILL FOR \ �\ \�� \ \ \ \ \ \ \ \ \ \ PER WSDOT 9- 03.12(5) `� / /�\ NATIVE SUBGRADE GEOTEXTILE FABRIC 8" PERFORATED PVC 8" UNLESS OTHERWISE NOTES: PERFORATIONS SHALL BE INDICATED, SEE NOTE N0.2. DOWNWARD 1. SEE SHEETS C2.1 -C2.3 FOR CATCH BASINS WITHIN RAINGARDENS. 2. PIPE DEPTH AND INVERT VARY. SEE RAINGARDEN PIPE INVERTS NOTED ON SHEET C2.1. 0.5' 2.0' � 2.0' 2.0' 0.5' PLANTINGS PER LANDSCAPE mwi ti PLANS � I r 3" � BOTTOM OF RAINGARDEN PER PLAN BIORETENTION SOIL MIX GRAVEL BACKFILL FOR DRYWELLS, J / \` %i \ % / \j /�\ %% % % /� % / \` %` NATIVE SUBGRADE PER WSDOT 9- 03.12(5) GEOTEXTILE FABRIC B" PERFORATED PVC NOTES: PERFORATIONS SHALL BE DOWNWARD 1. SEE SHEETS C2.1 -C2.3 FOR CATCH BASINS WITHIN RAINGARDENS. PERMIT SET R- 311524 Checked for CoInpliance to City Standards -41 R tvjivoo '01 al C0 °r• "'se oa o�9SrONAL l NOME T A C O M A - SEATTLE • SPOKANE -TRI- CITIES NRApNN R m6 [tl1Y1119WL MWME ➢E XYE�IVL 3N ND 9]NME IWALI6 2215 North 30th Street, Suite 300 Taooma, WA 9640; ONFIBF AiIR N rt TNi W]Ifll! N 101 IH OLT M TE R06f fgOFO X H OL Otl1t X°Xxmm N:ivN rtN Nrul, NXasu 253.383.2422 TEL 253.3832512 FAX www.ahM.corn WEB xlNOXi m ma mun a rm,wr a�u XX16T. CITY OF RENTON ACADEMY AT SPRING GLEN ELEMENTARY IIO�IOL wn I a SITE IMPROVEMENTS -AN RENTON RENTON SCHOOL DISTRICT DATUM planning /Building /Public Works Dept. RAINGARDEN AND DRAINAGE NOTES AND DETAILS C'b. v` - 3-? ( 5;;�!� 31 MARCH C6.2 28 °F3 h H oyy0 n a d ryu� AS NOTED �@ BRAUN B � ADDENDUM NO. 4 ACB 1 28 14 WJF O ADDENDUM NO. 3 ACB 1 24 14 WJF °'""` F. KATONA o� Xot vtz ADDENDUM NO. 1 AC 14 11711 WJF oNnatt W.._ Sr a acuE F IIXr OIF xw NO. REVISION BY I DATE I APPR - S. COMFORT R- 311524 Checked for CoInpliance to City Standards -41 R tvjivoo '01 al C0 °r• "'se oa o�9SrONAL l NOME T A C O M A - SEATTLE • SPOKANE -TRI- CITIES NRApNN R m6 [tl1Y1119WL MWME ➢E XYE�IVL 3N ND 9]NME IWALI6 2215 North 30th Street, Suite 300 Taooma, WA 9640; ONFIBF AiIR N rt TNi W]Ifll! N 101 IH OLT M TE R06f fgOFO X H OL Otl1t X°Xxmm N:ivN rtN Nrul, NXasu 253.383.2422 TEL 253.3832512 FAX www.ahM.corn WEB xlNOXi m ma mun a rm,wr a�u XX16T. CITY OF RENTON ACADEMY AT SPRING GLEN ELEMENTARY IIO�IOL wn I a SITE IMPROVEMENTS -AN RENTON RENTON SCHOOL DISTRICT DATUM planning /Building /Public Works Dept. RAINGARDEN AND DRAINAGE NOTES AND DETAILS C'b. v` - 3-? ( 5;;�!� 31 MARCH C6.2 28 °F3 h H oyy0 n a d ryu� a � n l J B � a � _C A O � _0 L �0w sr Sz vtz a U) 1..V � VJ Z I- Z W W C, 2 0- W /> 1^Y 1..51.. L W VJ J O O 2 ErApr Z CW G W J W W J z rn CQ G W 0 U Z 0 W L O 11 -1/4' BEND 22 -1/2' BEND 45' BEND J, CAP TEE 90' BEND T ST BLOCK BEARNG AREA IN SQUARE MET (SEE NOTES) FOR HORIZONTAL AND COMMAND VERTICAL BONDS GOAL RRU ML] GO FRY SILTY SAID COURACT SAND ►�I1 CWPACT SANG k GRAVEL /III 90' ■■ 45' BEND 11 I 4' 90' OM V5' REND It I 4' 90' Oyl 45' RENO I1 1/6' RTBNG BEN, NEE CAP OR PLUG & 22 1/2' BEND TEE LAP OR PLUG k 22 1/2' RENO TEE LAP .LUG & 22 1/2' V� Li OW N0U BFNO NZ F ad BEND Wm Op? FLu KIND M, ]0 4. 4. >J 9 2.1 2.1 L0 22 1.6 L6 10 6 1J.3 1 S. 1 Bus ].B B.] I l] 1 4,1 1 1.0 SO J.5 ].5 1.4 J a I6.] 16.] 1 617 11 1 &4 1 84 1 34 BY 1 6.3 I I,, I 25 4 AO J].5 J].5 1S[I i6.5 18.8 I &8 1 7.5 2B0 1 14.0 1 14.0 1 E.G AREAS CALCUIATED ON 300 P9 TEST PRESSURE. 3' -0' M. CEMER FOR WATERMAN LESS THAN! 12'. 4' -0' MW. COVER FOR WATFRMNN 12- Be GREATER. MAIL NDGHT OF THRUST BLOCK (FT) - 0.5 . DEPTH OF TRENCH 111 4 4 uIN. HEIGHT OF THRUST BLOCK (Fn - O.O. PIPE « 1.0' ■■■1 a AREA BILOt BFIAING ARG WSFAS 10 ME LACE Cf . A YEAVPFD SpIAAE rFEr I LOCARpN AND SIM OF BLOCKING FOR PIPE LARGER THAN 12'DIAMETER AND FOR SEAL TYPES AFFERENT THAN SHOWN SHALL SE DETERMINED BY THE ENGINEER. 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE DRILLING. 3. ALL POURED THRUST ELDERS SHALL BE SAMULED AFTER MIN. 1 DAT. PRESSURE TESTING SMALL OCCUR AFTER CONCRETE HAS REACHED NOWINAL COMPRESSVE STRENGTH. 4. ALL BLOCUNG SHALL BE CONCRETE CL 5 U -Vtl). 5. BLOCKING AGAINST RMM SMALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSBLE. BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS W Gil REASONASE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. PUBLIC WORKS CONCRETE BLOCKING FOR SID. PLAN - 330.2 DEPARTMENT HORIZONTAL AND DOWNWARD VERTICAL BENDS MARCH 2010 CONCRETE BLOCKING FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS 0 io (4) #5 TOP & BOTTOM LONG BARS ■t FOR 45' VERTICAL BENDS ■1� 1 ►�I1 Is /III of ■■ O p = OM w _j E ,n Oyl `" w w3 do S� No APn% to _ 291 o Ur 'o UP m a J• LM a6 V� Li OW N0U m 022 NZ F ad 111 Wm Op? FLu LN M, W 00 - ., 6 Al BE e�■i�� M 04 I■��ffflR> O a u 300 III4 3/s id 4 300 45 2J 3 Sp J a 64 4 1 1/4 3/4 24 91 61 S 1 0 2. to ■t 1111 ■I� \ii�rll J14 24 ■ ■■ 3 ■E■IM�IMI■■■ CG 3l1' 111 4 4 eJ ■■■1 a 12' = ►kqLm1■■■. ' E 36 (4) #5 TOP & BOTTOM LONG BARS INCREASE DEPTH AS REQUIRED TO MEET VERTICAL ELEVATION OF THE ACCESS RISER #5 DIAGONALS TOP & BOTTOM SHACKLE RODS I TrC PA TYPE B BLOCKING FOR 45' VERTICAL BENDS 2 1 VB Is S of L O p = OM w _j E ,n Oyl `" w w3 do S� No APn% to _ 291 o Ur 'o UP m a J• LM a6 V� Li OW N0U m 022 NZ F ad OZ Wm Op? FLu LN M, W 00 - < 6 Al BE I >m ZO Go O a u 300 III4 3/s id 4 300 45 2J 3 Sp J a 64 4 1 1/4 3/4 24 91 61 S 1 0 2. to m 1111 14 11 J14 24 2 3 A. CG 3l1' 111 4 4 eJ 210 a 12' }OO t 2 ' E 36 MY - 1' naJ a Jeu 'J 1' 6 2tD 1• • r S I TrC PA TYPE B BLOCKING FOR 45' VERTICAL BENDS 2 1 VB Is S of L O p = OM w _j E ,n Oyl `" w w3 do S� No APn% to _ 291 o Ur 'o UP m i LM a6 V� Li OW N0U m 022 NZ F ad OZ Wm Op? FLu LN M, W 00 - < 6 Al BE I >m ZO Go O o u 300 III4 3/s id 4 300 45 2J 3 Sp 20 6' 64 4 1 1/4 3/4 24 91 61 S 1 0 TYPE A BLOCKING FOR 111/4' & 221/3' VERTICAL BENDS 2 1 B 12 S tl 2 0 MA Z 02 0 G y V Do m Oyl S m 0w BY DATE Y Qom APn% 1 291 j03 Ur 5 COMFORT' p1m C i o' WE Um OLL NN UM Z - Z F ad OU Wm Op 3/d' I Y i On Ed 6 Al 3/4' tl Go 12 C18 4- 300 III4 3/s id 2 1 12 21 4 3/d' 6' }00 11p 1 1/4 3/4 24 o J 2W 2. N. m 1111 14 11 J14 24 2 3 A. CG 3l1' 111 4 4 4 210 a 12' }OO t 2 1 E 36 R " INSIDE RADIUS OF SHACKLE ROD BEND SHACKLE RODS (TYPE) 2 TURNBUCKLES THREAD 6 "� r TYPE 6 e 4 PUBLIC WORKS CONCRETE BLOCKING FOR VERTICAL SID. PIAN - 330.3 DEPARTMENT FITTINGS g - MARCH 2010 CONCRETE BLOCKING FOR VERTICAL FITTINGS 112" RADIUS CL BULLNOSE EDGE TYP. 4 SIDES CONCRETE: 4000 PSI MIN. @ 28 DAYS 6 SACK MIX REBAR GRADE 60 DETENTION PIPE ACCESS RISER DETAIL - TRAFFIC BEARING Jl:/LLt 0 Q,p i S Know whars below. Call before you dig. \L ll I BOLT -DOWN CIRCULAR FRAME AND COVER PER WSDOT STD PLAN B- 30.70 -03 Me's mown on the plans an in the spedllcauonv or required by the Engnev, pint «assent >nlan (mochle rcal anal be we4 AY prole rmlmnt matwide used Ndl be those marwfoctuma by Stw Nalknal Ptatlucl& 1323 XeNY Avem,e. PO Bow 258. Cdumbuv. Mlo 63216 unla¢v an e"at d0emate Is oppro'" Is witng by the Engnear. 11-1 Tues. Model High strength low -dloy ated (cor -ten). ASM PASS INHA- Mated. 1. nabde ASTN A588, GAL.. B. Cou-Tani sell to SupbSlar Talbott pau,",INh SST ] : 5/8- far 2' and T memanical pints (M.J) with ep Her 5 18' rod 111 the pint restrain system n accordance with lure Monuf eturei> SET ] : 3/4' for C t0 tY Al with Eta (w 3/4' rotl inaWClims so all pinta ore mechancally Ixkea together to d-t pint SST ]56 : 3/4' far 14' to 2A M.d with ep fee 3/4' red "Knolicn. SST ]Q J/< Iw 4 l0 12' M.J. with eye (x ]/8- and 1- rM Tel is shall Be TrIBI ed to WII against the meaner[. pint body and SST 757 : 314' Ix 14' to 24' u.J wits, eye la ]/B' End I- rod not the M.d ldlow<r. Torque nub at 75 -90 fool pauntla (or l /4' nuts. SST AB: Y fa J0' \e M' M.J. with ., M 1' rod 2. Don't: Hex Nat III \ivewpings with both rods threaded equal shatinee ate ASTM ASS. Grade B. CAR-Ten. *Wd to SuperSter Tura l Iierouplings. Annnge, Needs a>mmetricolly around the pipe. SS8 for 5/8'. 31e. 718'. r rebdt died Tema werre a Manufacturers mechanical plot wmv ar Rung H supplied with S.T wplinq 'U, rmtty vin testa Iw "P bdly instead of hdav, flanged Volvo WHY a Top, by ASM ASSB, Grade & Cor -Tan, equal l0 SuperStor nttmple, mtthanicd pint dooptor moll be used instead, so as to pradde, Gdeal SS1D fw 5/8'. 3/4'. 7 /8'. 1' Lefad space for mcotln9 \'Hbdl. O,Twod: Mdse 0 Continuous run of pipe Is required to be restrained n of Lcn \nueus Threaded rod Iw cvttin to do'ved ten IM1e restrained pipe sl be greater than 60 feel in length all Prongs. 9 9 Inawl long body solid aeeems as requred on longer rune to keep tread ASTM A588. Grade B, C.r -Tan. eaud to Supwri rasa Islay to the 60 loot maximum. W12 Iw 5/8'. 3/4'. 7/8', Y 5.reeamc Pipe used In >con rMoNey installed as Nml Be E^e ERI Joel pipe ASTM A588. Grade B. Cx -Tan, equal to SWNVI neeame 'n" as r o ao SS17 for 5 /5', 3 1e. 'A'al 1' no flat washer 2 5 3 4 1 4 PUBLIC WORKS SHACKLE ROODS 3RD. PLAN - 330.5 DEPARTMENT AND TIE BOLTS ar� � MARCH 2010 Pipe Sze nmaa Tap P. P51 2 1 Nlmbw aM50edRltle fi B 10 12 td L 2 291 3Id' 2 REQ'D COURSE G y V STEPS @ 12" 3 2� 3N' BY DATE APPR APn% 1 291 3Id• 5 COMFORT' fi 291 3Id' 8 29 3/d' 10 29! 3/4' tl Go 12 291 M. id Zan 3/d' E ]9! 2z 3/d• A o J 2W 2. N. m DO Jk 31d• A. CG 3l1' 210 31d' E J MY - 1' J to 1' 6 2tD 1• r TYPE 6 e 4 PUBLIC WORKS CONCRETE BLOCKING FOR VERTICAL SID. PIAN - 330.3 DEPARTMENT FITTINGS g - MARCH 2010 CONCRETE BLOCKING FOR VERTICAL FITTINGS 112" RADIUS CL BULLNOSE EDGE TYP. 4 SIDES CONCRETE: 4000 PSI MIN. @ 28 DAYS 6 SACK MIX REBAR GRADE 60 DETENTION PIPE ACCESS RISER DETAIL - TRAFFIC BEARING Jl:/LLt 0 Q,p i S Know whars below. Call before you dig. \L ll I BOLT -DOWN CIRCULAR FRAME AND COVER PER WSDOT STD PLAN B- 30.70 -03 Me's mown on the plans an in the spedllcauonv or required by the Engnev, pint «assent >nlan (mochle rcal anal be we4 AY prole rmlmnt matwide used Ndl be those marwfoctuma by Stw Nalknal Ptatlucl& 1323 XeNY Avem,e. PO Bow 258. Cdumbuv. Mlo 63216 unla¢v an e"at d0emate Is oppro'" Is witng by the Engnear. 11-1 Tues. Model High strength low -dloy ated (cor -ten). ASM PASS INHA- Mated. 1. nabde ASTN A588, GAL.. B. Cou-Tani sell to SupbSlar Talbott pau,",INh SST ] : 5/8- far 2' and T memanical pints (M.J) with ep Her 5 18' rod 111 the pint restrain system n accordance with lure Monuf eturei> SET ] : 3/4' for C t0 tY Al with Eta (w 3/4' rotl inaWClims so all pinta ore mechancally Ixkea together to d-t pint SST ]56 : 3/4' far 14' to 2A M.d with ep fee 3/4' red "Knolicn. SST ]Q J/< Iw 4 l0 12' M.J. with eye (x ]/8- and 1- rM Tel is shall Be TrIBI ed to WII against the meaner[. pint body and SST 757 : 314' Ix 14' to 24' u.J wits, eye la ]/B' End I- rod not the M.d ldlow<r. Torque nub at 75 -90 fool pauntla (or l /4' nuts. SST AB: Y fa J0' \e M' M.J. with ., M 1' rod 2. Don't: Hex Nat III \ivewpings with both rods threaded equal shatinee ate ASTM ASS. Grade B. CAR-Ten. *Wd to SuperSter Tura l Iierouplings. Annnge, Needs a>mmetricolly around the pipe. SS8 for 5/8'. 31e. 718'. r rebdt died Tema werre a Manufacturers mechanical plot wmv ar Rung H supplied with S.T wplinq 'U, rmtty vin testa Iw "P bdly instead of hdav, flanged Volvo WHY a Top, by ASM ASSB, Grade & Cor -Tan, equal l0 SuperStor nttmple, mtthanicd pint dooptor moll be used instead, so as to pradde, Gdeal SS1D fw 5/8'. 3/4'. 7 /8'. 1' Lefad space for mcotln9 \'Hbdl. O,Twod: Mdse 0 Continuous run of pipe Is required to be restrained n of Lcn \nueus Threaded rod Iw cvttin to do'ved ten IM1e restrained pipe sl be greater than 60 feel in length all Prongs. 9 9 Inawl long body solid aeeems as requred on longer rune to keep tread ASTM A588. Grade B, C.r -Tan. eaud to Supwri rasa Islay to the 60 loot maximum. W12 Iw 5/8'. 3/4'. 7/8', Y 5.reeamc Pipe used In >con rMoNey installed as Nml Be E^e ERI Joel pipe ASTM A588. Grade B. Cx -Tan, equal to SWNVI neeame 'n" as r o ao SS17 for 5 /5', 3 1e. 'A'al 1' no flat washer 2 5 3 4 1 4 PUBLIC WORKS SHACKLE ROODS 3RD. PLAN - 330.5 DEPARTMENT AND TIE BOLTS ar� � MARCH 2010 Pipe Sze nmaa Tap P. P51 2 1 Nlmbw aM50edRltle fi B 10 12 td L 2 291 3Id' 2 REQ'D COURSE G y V STEPS @ 12" 3 2� 3N' BY DATE APPR APn% 1 291 3Id• 5 COMFORT' fi 291 3Id' 8 29 3/d' 10 29! 3/4' 12 291 M. id Zan 3/d' E ]9! 3/d• 10 2W N. DO m 31d• A. � 3l1' 210 31d' E Al 1' 200 1' 6 2tD 1• SHACKLE RODS AND TIE BOLTS LOAD TRANSFER SLAB 4" STYROFOAM MAT CUTOUT @ LADDER LATERAL - LID OPENING SUPPORT SECURED HMA PAVEMENT TO PIPE OR RISER WJF AS APPLICABLE, 4' fi :• _^ MAX SPACING, MIN. CRUSHED SURFACING BASE P 2 REQ'D COURSE G y V STEPS @ 12" EACH WAY O 36 "0 CMP RISER WELDED TO CMP DETENTION TANK FOR ADS N -12 PIPE, PROVIDE 36" RISER FUSED TO DETENTION TANK BY MANUFACTURER LE .i:8.8.� 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 18" 6" \ � 60" CMP @ 0.0% 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 ACB 11/28/141 WJF A BRAUN ACB 1/24/14 WJF °p`rt F. KATONA 1 ACB 11/17/141 WJF G y V N C n 0 O W. FlERST BY DATE APPR APn% Ed z 5 COMFORT' PERMIT SET EC 1FRIIOy; IWp 1 AS NOTED 1M� DATUM AT FILL B,YE F NO 9E 9W SOLE /OOOAD91gLY 0 Or k 6' R x RE. WLT. an. M4 53 CEMENT UNED PIPE MlH CIX1AG 16 se. NOPPAAS SUPPLIED BY PACIFIC WAIN woofs - S -o' F. 9' -. a WALL INCLLUDE CHECK SEATEDLS4l VALVES SOM26. WHO MEEKEST CIADI¢sl AWNROTOR A uES ER o... vFo USA. PRCCASi CONCRETE vAVLT MN 2 - 3'r3 PUTS ... OIMEx51IXN 5' -0' v W -0' e iO PIPE CF Unutt VAULT c0. INSTALL N- SERNh11.1 PIPE 18' dpi E. RPE 2J' FOR L' PIPE TO CRETE BUPPMT PAM WED OULSTABLE FIRE LATE COmf WILL ANGLES PLAN TEF .1p. WOREEMBEL, WALL BE A. AS PARE or THE DETECTOR CENE. YALVE W. en tic IT. BY Be BY PLAN® Case. AtOM. EWK 10 pow. VALVE ASS 1 WCLUBES 1M RE91kNl SGLED SPETOFS TOUCH READ PIT LID SENSOR MOUNTED ON STEEL PLATE COVER MRWWS 1 -5/8" CIA. DRILLED HOLE IN COVER. ELEVATION xmE INSTALL 6PLVANISO LAI TOR ACCESS AF SR FIELD INSTALLATCN. MAIN OBCVA AND BY -PARS CAVA MUST BE TESTED SATYACROPLY BY A DEPT BE HEALTH EERIME0 SAp(ROW ASSEMBLY TI:SRR. LEST REPoRT TO BE SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT. PRIER TO CTVATOK NE INSTALL BRASS PLUGS AT ALL ZEST COONS PUBLIC WORKS 6 ", S", & 10" DOUBLE CHECK DETECTOR STD. PLAN - WOA DEPARTMENT ASSEMBLY WITHOUT STANDPIPE N, o` INSTALLATION MARCH 2O10 DOUBLE CHECK DETECTOR ASSEMBLY WITHOUT STANDPIPE INSTALLATION A F'F NOT TO SCAT F R- 311525 )l COQ, 00 to City Standards X1901 �(Iklq i9SIONAL ,>I' R'--� NOTICE T A C O M A - SEATTLE' SPOKANE •TRI -CITIES N1FRAlYN 6116 "Beep 9WL FWME 9E RgE6t.M.N/L 3N ND SINLE 66Gd F s: z CITY OF RENTON Planning /Building /Public Works Dept. T� moA6 ., m` FWb6¢ R a m m 2215 North 30th Street, Suite 300 Tacoma, WA 9840: YM gRSNR➢61 .m WIS 0LT i,l TE A06f OM,m Y lF laE 9th{ M9 OfUT9:9rBRw9P6L99ma 253.383.2422 TEL 253.383.2572 FAX wwA'.ahN.com wEe ynngol to EDT 146FC1 n ru I9rOP9t I-6[ RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 MWH 201 SITE IMPROVEMENTS RENTON SCHOOL DISTRICT 6Y.gMR DETAILS C6.4 sm 30 X35 z H �z Finoy '2d d � u K G y V N C n 0 O C' rr T O K Sz P h Ed z A U) CL f Z U z w W O a W O a W F- U) J O O U) Q z W W J W W J '0 V a Q W Q z 0 W cc x HMA CLASS 3/8'. PG 6422 -�- CRUSHED SURFACING `a BASE COURSE PER WSDOT 9.03 -9(3) \ \ / -12' COMPACTED // \� \ //• \� SUBGRADE TO 95% NOTES: 1. ALL DEPTHS SHOWN ARE COMPACTED DEPTHS. 2. THE CONTRACTOR SHALL EXPOSE EXISTING FILL, PROOF ROLL AND COMPACT TO 95 %. IF YIELDING CONDITIONS ARE ENCOUNTERED, YIELDING MATERIALS SHALL BE REPLACED WITH IMPORTED STRUCTURAL FILL MATERIAL. THE DEPTH OF MATERIAL REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER. LIGHT DUTY ASPHALT CEMENT PAVEMENT SECTION NOT TO SCALE I CEMENT 6' CONCRETE, SEE ARCHITECT PLANS FOR CONSTRUCTION CLASS 4000 2' TOOLED JOINT LA OUT JOINT 2% SLOPE MAX (1/4" DROP PER 1') III III III III III III II - I I COMPACTED 2" CRUSHED SUBGRADE SURFACING BASE COURSE NOTES 1. SUBGRADE COMPACTION FOR CONCRETE CURB AND WALKS SHALL BE 95% OF MAXIMUM DENSITY. 2. EXPANSION JOINTS CONSISTING OF 3/16" BY 2" PREMOLDED JOINT MATERIAL SHALL BE PLACED AT 16 FOOT INTERVALS. 3. PROVIDE INTERMEDIATE TOOLED CONTRACTION JOINTS WITH SHINER AT 4 FOOT INTERVALS. 4. WALK SHALL BE BROOM FINISHED WITH 4" TROWELED EDGES. COORDINATE WITH ARCHITECT TO VERIFY FINISH MATCHES EXISTING WALKS. '\ INTEGRAL CURB AND WALK 4' SHINER EACH SIDE OF EXPANSION JOINT (TYP) RAMP TEXTURE (SEE NOTE 1) 3/8' EXPANSION JOINT SIDEWALK CLASS 4000 CEMENT CONCRETE PAVEMENT CRUSHED SURFACING BASE COURSE PER / \` \`� \� \` \`� \� WSDOT 9.03 -9(3) 12" COMPACTED SUBGRADE TO 95% NOTES: 1. DEPTHS ARE COMPACTED THICKNESS. 2. DUMMY JOINTS CONSISTING OF 3/16" BE 2" PREMOLDED JOINT MATERIAL SHALL BE PLACED AT MAXIMUM 18 FOOT INTERVALS. 3. PROVIDE A TOOLED CONSTRUCTION JOINT AT MAXIMUM 6 FOOT INTERVAL. 4. THE CONTRACTOR SHALL EXPOSE EXISTING FILL, PROOF ROLL AND COMPACT TO 95 %. IF YIELDING CONDITIONS ARE ENCOUNTERED, YIELDING MATERIALS SHALL BE REPLACED WITH IMPORTED STRUCTURAL FILL MATERIAL. THE DEPTH OF MATERIAL REPLACEMENT SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER. LIGHT DUTY CEMENT CONCRETE SIDEWALK SECTION 10" 1-1/2"R (TYP) DEPTH OF .- THRU JOINT 1" R (NP) �. •' NOTE: THE ADHESIVE SHALL MEET THE REQUIREMENTS OF SECTION ADHESIVE, SEE NOTE 9 -26.1 FOR TYPE -II EPDXY BONDING AGENT EXTRUDED CURB NOTES A� RAMP 1. PATTERN AREA SHALL BE 2' LONG. B 2. PATTERN AREA SHALL BE THE WIDTH OF THE WALKWAY OR ACCESS AISLE. 3. PATTERN AREA SHALL BE SAFETY O YELLOW IN COLOR UNLESS NOTED - I B OTHERWISE O TRUNCATED DOME DETAIL V NOT TO SCALE CURB LIP SHALL NOT EXCEED 1/2" SEE NOTE 3 R7-8a SIGN AT VAN - NOTES: ACCESSIBLESTALL 1. RAMP TEXTURING SHALL CONSIST OF TRUNCATED DOMES ACCORDING TO DETAIL 10 ON THIS SHEET 2. CURB RAMP WILL NOT BE POURED INTEGRAL WITH SIDEWALK AND SHALL BE 2" DIA GIP SCH 40 ISOLATED BY EXPANSION JOINT MATERIAL ON ALL SIDES, BUT NOT AT END OF RAMP ADJACENT TO THE ASPHALT PAVING. 3. ALL EDGES SHALL BE BEVELED 4. THIS RAMP IS FOR INTERNAL USE ON SITE. CURB RAMPRB RAMP CONCRETE- S Know whars below. Cal before you dig. PROPOSED GRADE AT FLOOR OF PARKING SPACE HMA CLASS 318 ", PG 64 -22 RUSHED SURFACING SE COURSE PER \, X 1SUBCRADAE°o 95% NOTES: \ \/i �� \ / \/i ��\ 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 NU I I U 3UALC /-CROSSWALK MARKINGS SHALL BE THERMO PLASTIC WIDTH (TYPICAL) NOTES: 1. PAVEMENT MARKING SHALL CONFORM TO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(MUTCD) STANDARDS. 2. PROVIDE WIDTH PER PLAN. CROSSWALK DETAIL CLASS 4000 CEMENT CONCRETE PAVEMENT o. CRUSHED SURFACING BASE COURSE PER WSDOT 9.03 -9(3) \ / 12" COMPACTED NOTES: 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 6, -0" 9., O O 1" DIA HOLES 3:1 SAND & CEMENT GROUT 1 "DEPTH NON - SHRINK GROUT - 41/2" 2" CLEARANCE (TYP) � � (2)#61 NOTES: REFER TO PLAN FOR LOCATION OF WHEEL STOPS. '\ WHEEL STOP POST AT FENCE & GATE LOCATIONS- SEE PLAN CONCRETE MOW STRIP W/ EXP 1/4' SLOPE - TYP JOINTS AT 15' -0" O.C. W/ SCORED CONTROL JOINTS EVENLY SPACED BETWEEN EXPANSION 3/4" EASED EDGE JOINTS AT 5' O.C. FINISHED SHRUBS GRADE MULCH LAWN NOTE: 8" PROVIDE PVC SLEEVING AS (1) #4 BARS CONT. REQ'D FOR IRRIGATION WORK STOP AT EXP JOINTS ACCESSIBLE PARKING SPACE SIGNAGE 24" AT FENCE LOCATIONS, 18" WHERE NO FENCE MOW CURB DETAIL MIN MAX A 1 518" 2 3/8" B 518" 1 1/2" C 7/16" 3/4" D 7/8" 1 7/16" TRUNCATED DOME DETAIL V NOT TO SCALE CURB LIP SHALL NOT EXCEED 1/2" SEE NOTE 3 R7-8a SIGN AT VAN - NOTES: ACCESSIBLESTALL 1. RAMP TEXTURING SHALL CONSIST OF TRUNCATED DOMES ACCORDING TO DETAIL 10 ON THIS SHEET 2. CURB RAMP WILL NOT BE POURED INTEGRAL WITH SIDEWALK AND SHALL BE 2" DIA GIP SCH 40 ISOLATED BY EXPANSION JOINT MATERIAL ON ALL SIDES, BUT NOT AT END OF RAMP ADJACENT TO THE ASPHALT PAVING. 3. ALL EDGES SHALL BE BEVELED 4. THIS RAMP IS FOR INTERNAL USE ON SITE. CURB RAMPRB RAMP CONCRETE- S Know whars below. Cal before you dig. PROPOSED GRADE AT FLOOR OF PARKING SPACE HMA CLASS 318 ", PG 64 -22 RUSHED SURFACING SE COURSE PER \, X 1SUBCRADAE°o 95% NOTES: \ \/i �� \ / \/i ��\ 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 NU I I U 3UALC /-CROSSWALK MARKINGS SHALL BE THERMO PLASTIC WIDTH (TYPICAL) NOTES: 1. PAVEMENT MARKING SHALL CONFORM TO MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(MUTCD) STANDARDS. 2. PROVIDE WIDTH PER PLAN. CROSSWALK DETAIL CLASS 4000 CEMENT CONCRETE PAVEMENT o. CRUSHED SURFACING BASE COURSE PER WSDOT 9.03 -9(3) \ / 12" COMPACTED NOTES: 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 6, -0" 9., O O 1" DIA HOLES 3:1 SAND & CEMENT GROUT 1 "DEPTH NON - SHRINK GROUT - 41/2" 2" CLEARANCE (TYP) � � (2)#61 NOTES: REFER TO PLAN FOR LOCATION OF WHEEL STOPS. '\ WHEEL STOP POST AT FENCE & GATE LOCATIONS- SEE PLAN CONCRETE MOW STRIP W/ EXP 1/4' SLOPE - TYP JOINTS AT 15' -0" O.C. W/ SCORED CONTROL JOINTS EVENLY SPACED BETWEEN EXPANSION 3/4" EASED EDGE JOINTS AT 5' O.C. FINISHED SHRUBS GRADE MULCH LAWN NOTE: 8" PROVIDE PVC SLEEVING AS (1) #4 BARS CONT. REQ'D FOR IRRIGATION WORK STOP AT EXP JOINTS ACCESSIBLE PARKING SPACE SIGNAGE 24" AT FENCE LOCATIONS, 18" WHERE NO FENCE MOW CURB DETAIL PERMIT SET smrrv: Xwo I AS NOTED 1°®MfNL1D106"0p1 �� DATUM Xr nu aru s Xm axr Xwx svr: w,munr DOME CONCRETE - TROWEL SMOOTH o I_ c7.J STEEL PIPE 8'X o ° 6'-6" LONG -FILL F. W /CONC I- 1"MIN. LJ 2' -6" ROUND OR SQUARE BOLLARD DETAIL 3" MIN. (2) 3/4 BARS Z 6'1MIN. s 0 10" MAX. NOTES: 1. THE BOLLARDS SHALL BE 8" ID, SCHEDULE 40 PIPE, CONCRETE FILLED 2. THE BOLLARDS SHALL BE PRIMED AND PAINTED SAFETY YELLOW. 3000 PSI CONCRETE FOOTING J NOT TO SCALE R=35TI 526 'A§ Checked v Checked for Compliance to City Standards 2 9Mgo ` O `M+� (i• /11. t:+SIaNAL� lI� -+�T- T A C O M A• SEATTLE - SPOKANE -TRI- CITIES z CITY OF RENTON Planning /Building /Public Works Dept. NOME rXxenX v m "m.Xn wu XXIML vc WiE®ML YM MO 9iN➢lE XBGY 6 2215 North 30th Street, Suite 300 Tacoma, WA 9840: XX Xxm ro elan M Q�d9P NN6 X R➢6 YYLFIIr 6 WI IH MYf2MK Ot MHiE9m. rm Xaxt Xarmu 253.383.2422 TEL 253.383.2572 FA% wxW.and.can WEB xma ro ma ew�ra ra.xr "ia IAec RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 WM 201' SITE IMPROVEMENTS RENTON SCHOOL DISTRICT YX.i MQ PAVING AND PARKING LOT DETAILS C6.5 am: 31 X35 z z ADDENDUM NO. 4 ACB 1/28/1 WJF A BRAUN a M 0 3 ADDENDUM NO. 3 ACB I 24 14 WJF F. KATONA ADDENDUM NO. 1 ACB 1 17 14 WJF omXu W. FIERST NO. REVISION BY DATE APPR -S COMFORr PERMIT SET smrrv: Xwo I AS NOTED 1°®MfNL1D106"0p1 �� DATUM Xr nu aru s Xm axr Xwx svr: w,munr DOME CONCRETE - TROWEL SMOOTH o I_ c7.J STEEL PIPE 8'X o ° 6'-6" LONG -FILL F. W /CONC I- 1"MIN. LJ 2' -6" ROUND OR SQUARE BOLLARD DETAIL 3" MIN. (2) 3/4 BARS Z 6'1MIN. s 0 10" MAX. NOTES: 1. THE BOLLARDS SHALL BE 8" ID, SCHEDULE 40 PIPE, CONCRETE FILLED 2. THE BOLLARDS SHALL BE PRIMED AND PAINTED SAFETY YELLOW. 3000 PSI CONCRETE FOOTING J NOT TO SCALE R=35TI 526 'A§ Checked v Checked for Compliance to City Standards 2 9Mgo ` O `M+� (i• /11. t:+SIaNAL� lI� -+�T- T A C O M A• SEATTLE - SPOKANE -TRI- CITIES z CITY OF RENTON Planning /Building /Public Works Dept. NOME rXxenX v m "m.Xn wu XXIML vc WiE®ML YM MO 9iN➢lE XBGY 6 2215 North 30th Street, Suite 300 Tacoma, WA 9840: XX Xxm ro elan M Q�d9P NN6 X R➢6 YYLFIIr 6 WI IH MYf2MK Ot MHiE9m. rm Xaxt Xarmu 253.383.2422 TEL 253.383.2572 FA% wxW.and.can WEB xma ro ma ew�ra ra.xr "ia IAec RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 WM 201' SITE IMPROVEMENTS RENTON SCHOOL DISTRICT YX.i MQ PAVING AND PARKING LOT DETAILS C6.5 am: 31 X35 z z H ti °z `1 9 a M 0 3 "G 9 y � }r S z or z a % ._ // t PROTECTION TYP. —liR aitd��aLCem= r.ua;��w:Lw.t- ._. gi ¢t¢_ e ammm (� ^ F1� � � � � as ®rte cr ea._ - - - -"0 � M W _ _ - - _ - � Jd- �-- � A /^� y _ '-- A - _ r it LL .. -. �- _ -�O Y _ .. 0 1..L 1i. 1. QM - {�� 'i � .��{�/.�+�e.c "� -�' / - . "_ _._ - -_sac- r i. P�- -- _- - -: I-AI - ��- -- - -- _ - == --'ti tea,= sx,m;r•... e�uaa�,a�"ES.�,,pu .l' � � I I I w W LLI J —� -L 11z m I LU I I i � I V�_ I LLl i� /tf , r �� 1 I I � _ � � � S V 1 I.' J L —J J Yr 1 i i �\ r I -------- earsa3a 1 i > � CD 4 T 1 l� l� Is��d�U,:o x —�7 — .. �P —� _ _ _ -- -- rmamav'vsmammra fficmra aaanm Eaawsam smsvamemm mesa csmmmr�m maxm'mv vasTm��sm�am�-.sga lii� S. 27TH STREET Lj ( S. 27TH STRE�T GRAPTflC SCALE *AHBLB 0 15 30 60 FEET s STATE OF WASHINGTON 1.' — SO FEEL' REGISTERED LANDSCAPE ARCHITECT �KRITnN NO. oaac5 a oe/an/aola REVISION 1 -- I MR TREE INVENTORY NOTES EXISTING TREES ON THE NORTH SIDE OF THE PROJECT SITE (THAT ARE A MIX OF EVERGREEN TYPES) ARE OUTSIDE OF THE CLEARING LIMITS AND WILL NOT REWIRE PROTECTION MEASURES. LEGEND py.E EXISTING ON -SITE TREES TO BE PRESERVED AND PROTECTED AND ASSOCIATED CANOPIES. SEE 1/1.1.6 FOR TREE PROTECTION DETNL i EXISTING TREES TO BE DEMOLISHED a .. ® es .I � 1+ CONSTRUCTION LIMITS I A,�// Checked for /Compliance to City Standards PERMIT SET AS NOTED '°� "' -� s� CITY OF RENTON a'"tl1 DATUM oral seyr Planning /Building /Public Works Dept. r for a,c rw ar1c nawlprar R -311 521 Nonce T A C O M A• SEATTLE • SPOKANE • TRI -CITIES N®/.➢116 ➢6IXdB19WL NiNY14 EE tVVeeaa va as 9alnvE eorev a ws ao,wn a "a a aaw as rgwa 2215 North 30th Street, Suite 300 Tacoma, WA 9840: arm. xaa x rt. ur oorxr s nw a; 253.383.2422 TEL 253.3832572 FAx www.ahN.Cam WEB mo m wi mun a ra rr au rorcr. uaw SPRING GLEN ELEMENTARY SCHOOL 10 Mar 2014 SITE IMPROVEMENTS ° RENTON SCHOOL DISTRICT TREE INVENTORY PLAN L1.0 rr 1 X14 cD 0- 37/s .2 V A- NNNNAP h z 0 �z o � 3 �0 O 8 z yr z a a -- - - �, - - -1 ■ ® -- - --- -- -- --- a. 6�*11i 6S�dF� ® ® ■ ®f®6a�Wi YW i'eL II® bA 111 as W en - - Dh VAULTS -UMN ■I®wwwo ® ® ■ ■IH�aN M'a iM _ ® ®® _ / /��/// 62 ■_1 ■ ■ ® ■Mi iii Yi ® ®��P _. ®�� -m1 -tlY ➢M��ILiW _ y�T Ua i - l- Tad.. 3$aIJ�1L. ■s ,/ ,/. i„ iil / %',/ /,i _ _ /.� /T� p:F /9 _ ®9� L t,u ui ® ■■ // / LEGEND ;/, / /i. " r' /i /,!/,.�7 7`:,_ ,�- �i4�- ='- -1�,. -. ,�ld!• .�' i,:;,;' / '" -°-< ,_='� %"-. ..PRi r' 0 Na71NQI M W CONSTRUCTION LIMITS /r _ -- /. •}L] .- - ,.r,, -„ �' //; .. ,_..,, ,.;.. .. ,,, r, - ■ el GENERAL LANDSCAPE NOTES a. SUBMIT LA ONE MONTH PRIOR TO CONSTRUCTION CONFlRMEDPROCUREMENF x r. `I-. /. //. „_.•� s./ k ,,..:, 2. -.� '.1 -... G < .H .,_y,. r_..l ,T r.■ ( ), ORDERS FOR ALL PLANT MATETtW.. PROVIDE THE QUANTITY, LOCATION, PHONE NUMBER AND ADDRESS OF r r, -: / "if .= TpAS,'�' r'! 'T / - ,/ ,/ 2 / _ , -r t! >' -;■ / - v--- - :'� ■ ,., ,,:' /:� /. THE GROWER. / 7 �'. hi /- / "r 6 ® 2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING QUANTITY OF PLANTS TENT ARE x f,. 445- 0 REPRESQ1fED BY , /, , s /•.p� ;,. �,; // ,� ; , . ; ,;' /�• •� , "-' -/ ' . :.. � . , . ; :.', ,.. .1, . ,!, :. ' . -' , . °r;,, , ", .; ; ;: j' „■ -- __---- ----.. , ;_ - Eabj. SYMBOLS ON THE DRAWINGS. IF A DISCREPANCY BETWEEN THE PLAN AND PLANT SCHEDULE 6 t'% %y.P �, ,.;, .• // ;/ ..yA r;' / r. / S,i; i ■ i- .x --x- iB FY -'M7�. �F Pi.. .® �x '• :i />: /, '- „�• /ter ^A' ;' r'. /!r- -/ h ' % % "/. /'i� - - .-� -� -x - -x �'� -x Pii� ENCOUNTERED, NOTIFY THE LA FOR CLARIFICATION IMMEDIATELY. ,, /, // / / „.... vr' /� ' -- ilarFd -Yh i1✓Yd.SYI- �Y6•�' ,... 0 0 0 0 0.� ... 3. ALL PLANT MATERIAL SHALL CONFORM TO MN STANDARDS FOR NURSERY STOCK, LATEST EDffION. PROVIDE z _„ - - -':. _- - - __________® -.� . -- _tu'= �.K�ia- &.tee'•._...._ ..' ._•..t.:•�•.•.•A�._NOX ■ HEALTHY WELL- BALANCED PLANT LNTERUdS AS SPECIFIED. CONTACT LA IN WRITING 3 WEEKS W ADVANCE / : ,:.- _, , ,gM.my =tLw1 -� . -; .• -' .... 1 OF PLANT MATERIAL DELIVERY TO ESTABLISH ON -SITE INSPECTION. PLANT MATERIAL 91ALL NOT BE _ •ay {. l 41.6 I L SHALL BE PLACED IN ONE w W J f �/ ,� .. ... .... ... u �.- 1 �� \ ISOLATED ON THE PROJECT AND PROVIDE UNRESTRICTED ACCESS FOR VISUAL INSPECTION OF _ 1 I J INDIVIDUAL PUNTS. PLANTS SHALL BE ORGANIZED IN BLOCKS BY SPECIES AND SUFFICIENTLY SPACED TO 0- W / ®LC /. / ' j'' _ OBSERVE OVERALL GROWTH HABIT. TREES SHALL BE UNTIED AND BRANCHES SEPARATED. UNACCEPTABLE > - �., /C _ / { ■ PLANT MATERIAL SHALL BE REMOVED FROM THE JOB SITE , •/ / / ROADWAY GAT 5 W / �� / l `� `� w w , 9 / / 1-1.7 ;` 22 ■ W 4. SEE CARL DRAWINGS FOR GRADING AND UTILITY LOCATIONS. �•- - ®� /� / W! �/ 4 - 3 IONIC TABLE U) 5. CONTACTOR SHALL BE RESPONSIBLE FOR CONFIRMING LOCATION OF ALL UTILITIES. CALL FOR UTILITY - FUTURE GREEN OUSE ' ✓ w , l wl ` A ' : - - I L1.6 FENCE L1.7 / / // W LOCATE PRIOR TO EXCAVATION (800. 424. 5555). CONSULT WITH GENERAL CONTRACTION PRIOR TO W , - -- w �`�W Y l `.� % N.I.C. Z EXCAVATION. I_ ■ "/ �. ( (' l / r W l l 1 W . W . W . W . W I 1 / ■ = 6. IF UTILITIES ARE ENCOUNTERED, CONTRACTOR SHALL PROMPTLY INFORM GENERAL CONTRACTOR AND REPAIR G, l l . 4 /. ' y WI W l . y .I� W / ■ V ANY DAWES. -j 7. OBTAIN WRITTEN APPROVAL OF FINISHED GRADES FROM LANDSCAPE ARCHITECT PRIOR TO PLANTING OR O /�,' �1,. i l w / ,j` /II lW �\ . % . W_ _ _ _ .\ I" ' . " /:.:'.: /';/ k .r•' SEEDING. I l ./ !. 1 4/� i \ W Y . " /` . • W '�� \ 8. REFER TO SPECIFICATIONS FOR TOPSOIL AND MULCH TYPE AND DEPTHS. CONTRACTOR SWILL ENSURE THAT V . y" r / / ✓,` /�, / W ') W w I \ ■ TOPSOIL ABUTS PLIANT ROOT BALLS AND MULCH TAPERS TO THE 4• MULCH DEPTH REQUIRED. 5' -0° CLEARANCE (TYP) %` I S2 \ ■ W W 15 9. CONTRACTOR SHALL INSTALL IRRIGATION SYSTEM TO PROVIDE COMPLETE UNIFORM COVERAGE M SHOWN N I` W ' ROADWAY t5 E1 L2.1 - L2.6. TEMPORARY IRRIGATION SHALL BE PROVIDED FOR REWUNING LAWN MFRS UNTIL ESTABLISHED. Q ■.! W, '�� /k l �� J % / W "� . \\ I ` `� , W I GAT L1.7 Q_ - / I ! � , I 6 10. CONTRACTOR SHALL CLEAN UP ALL DEBRIS AND LEAVE SITE IN A NEAT CONDITION. H KNO 1. 11. CONTRACTOR SHALL MAINTAIN THE SITE AS DESCRIBED IN SPECIFICATIONS AFTER FINAL ACCEPWICE IS Z ®.l �, r l r l I I .I W I . A I . �1 \ / ■ RECEIVED IN WRITING FROM THE OWNER'S REPRESENTATIVE W 3i ` J`1 w" . W I J "I 1 I • x BO Li.s- "' \\ // - -- ■ wi - ; ,I� I. i - ` ' . i r'- . v ` ` W \ 12. CONTRACTOR SHALL WARRANTEE THE PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OF W �' x �- 0� CLENRA C�-( ) �i L1.6 w Z � �I I, i.1 W -I I . i .'I . �. W.> _.�" ; ■ NOTES 33 0 P W I ■ , t I` I �I W I\ , I I F I 4 W W W ... y . W % ■ 1. FOR PLANT SCHEDULE AND DETAILS SEE SHEET L1.5 THROUGH 1-13. J+ L1.7 CANTER BEDS , - - - C7 w / ■ i I ` 'T , iI / W W WIC x W . . W . .. 2. SEE CARL FOR ALL HAR E STAIRS, RAILINGS AND MOW CURBS. W W y W y � / ■` � `IW 1 "� I I .r � II, � . \ \• I �--------- - - -�j. W . W . W W . W / I DSCM 'W I Z 1l I / W. A .I .DOUG 3 I sz ■ .'I i w 4 '- �� /I. I I �` ® " SYN1NG r 1-1.6 I/ ■ El 9, FENCE.ATPLAY ;�,IW1 ®.W.j % I / 2 1 - L1.� SHED COLUMNS - WI 5 PEDESTRIAN i .6 GATE ■ 1 b I a LINK FENCE L1.f a W/ I I �. , -® ® 1 4 W. ... W ■i (� s1 s2 ./ W ®I F LINK FE ■ v vl Iv 1I i. �', ,..�I 1. •1 I' °I W a j f \ W W 1 I` `! "' ®I , �_' J 6' CHAT /4 `i. -`I / w l I `uNK FENC L1.6 L � ` W ` 3 OUBLE SWING GATE r _ .. ■ L1.6 /5'NB' PEDESTRIAN (;ATE Ilk - ® S2 / w Wx T { I o Y 1 ( I�PI W W W I - W El ■ . a ��__ KAATCHLINE S 41=t=T 1 1 3 INTERIOR PARKING LOT LANDSCAPING TOTALS FOR PROJECT: 81 PARKING SPACES 2,025 SO FT REQUIRED 3,549.18 SQ Fr PROVIDED 14 TREES REQUIRED 18 TREES PROVIDED 177 SHRUBS REWIRED 233 SHRUBS PROVIDED 42 DECIDUOUS (18x) 191 EVERGREEN (82X) LLJEXISTING LANDSCAPING TO PERIMETER PARKING LOT LANDSCAPING SATISFY BUFFER REQUIREMENTS: THIS SHEET ONLY: 21,326 SQ FT THIS SHEET ONLY 242' TOTAL LENGTH 448' TOTAL LENGTH =.ff DRIVE APRON =QQ DRONE APRON 242' TOTAL REQUIRED BUFFER LENGTH 448' TOTAL REQUIRED BUFFER LENGTH X 10'= 2,420 SQ Fr REQUIRED X 10 = 4,480 SQ Fr REQUIRED 2,420 SQ Fr PROVIDED 15 TREES REQUIRED NUMBER OF TREES: 9 TREES REWIRED ��rrf1 rytv�� 7 FIR 12 TREES PROVIDED 1 CEDAR 121 SHRUBS REQUIRED PINE 191 SHRUBS PROVIDED 25 TOTAL ENTIRE PLANTING AREA IS COVERED BY A 66 DECIDUOUS (29X) DENSE PLANTING SHRUBS. APPROXIMATELY 125 EVERGREEN (71X) PERMIT SET 70% IS EVERGREEN N COTONEASTER. STATE OF WASHINGTON REGISTERED LAN SCAP ARCHITECT ISTIN GLANDON � �Dwla o/=4 r REVISION fS�■TiT�I_f137 D. WOJTALA S. MCINIYRE R D. WOJTALA Checked for Compliance to City Standards 4%% In AS NOTED F' CITY OF bL RENTON elf '"" DATUM awu an.� Planning /Building /Public Works Dept. s Nor x nol rrc raanatr 'T� a GRMqW SCMX 1 10 20 40 FEET L' -20 R= 311528 r NOTICE T A C O M A - SEATTLE • SPOKANE • TRI- CITIES M61U.➢'N 6 N6 tl01B1I9WL MW W.k ➢E F1QlSmIY ZY MO �NM NG1016 "` Y0f m0gk na N�nm 2215 North 30th street, Suite 300 Tacoma, WA 98403 ftom imNR. 96 W]Y,If6 WITH �NO`naE`. 253.383.2422 TEL 253.3932572 FAX www.ahbi.com WEB mnl w wt,oln a aR an alu fairer. SPRING GLEN ELEMENTARY SCHOOL 10 Mar 2014 SITE IMPROVEMENTS FROb RENTON SCHOOL DISTRICT 00000M LANDSCAPE PLAN AND NOTES L1.1 am 2X14 "x-71 5 �g 1 0 �z oy a a p 3 '< y H 00 .. �n w Sz 3 "z a I r Ch Ch IZ IL r a� i I I/ � II � ■ Z H ■ I W W' SPEED > I I I I I / ■ Lu II I I .� I/� I I �� / k■ I I / I i I I I I II II (I TIE INTO EXISTING FENCE. LOCATION / l i i 1 SHOWN ON CIVIL PLANSI ■ I DOUBLE SWING GATV 3 ' �i �C L1.6 / z 1 I a ` ci I� - I p /El M CA TIE Tq EXISTIN ��FE CE. 185 FENCE EXCEEDS 48' IN HEIGHT ■ Iir I j 1 TO ENSURE PUBLIC SAFM. / LOC�TIN SHOWN "N NIL I - W' ® / J i � � T 2 �I I'� 4 E.,P NS. `i s I / – ' ! . •ICU W I i I / Li .6 ■ W S2 Ta CHAIN LINK Z 138 W _ In v W �WI r M als �• la "' �, � ' � _ 4 / ■w a �° n W I ■■ �® � � r J I I I 1 1 w+�' w .. ,col Ira ®® J UJIu Z U LLI — J W t U' — -� - — — — fi''`t . l < • W S .. 9k W. ■® Z MEN GL® Fk Gil / W . W .W / ® wa Iron W k'a VA w fa �+ e11 g� Ise . orflea ®nq w� �.�. �� . Pz-- -- - -5— / _ - -- s _5' —S -- - - - - -- - -o- - - -S- o�.\ ` _ -s- S. 27TH STREET - - - N O \ - V4-- — W— D— p.__ -- —, -■ .- r� - - Q- ,- - D- .._ - - DI- - D —i-r- __ - D- • -- i `_ E -� -. _ __ ' _ OP - , - _. 0, _ - -__— O1� -. r P ■ _ O D-- - - - - D-< - - - - - OP =---- OP - -- -r G? O( I 7 _ _ - - - - — -- -- ql -ill � STATE OF WASHINGTON REGISTERED �ANDSCAPE ARCHITECT KRISTIN GLA DON ucun[ Na me omncs ON ro/zapmu NO. REVISION BY I DATE I APPR S. MCINTYRE LEGEND 0 ® ®1W 'w iM wd CONSTRUCTION LIMITS NOTES 1. FOR PLANT SCHEDULE AND DETAILS SEE SHEET L1.5 THROUGH 1-1.7. 2. FOR IRRIGATION PLAN AND DETAILS SEE 12.1 -1-2.6. 3. SEE CML FOR ALL HARDSCAPE, STAIRS, RAILINGS AND MOW CURBS. Checked dffor nCompliance to City Standards PERMIT SET AS NOTED Fb CITY OF I UNTON DATUM onuac[[ Planning /Building /Public Works Dept. r xm as Nmi ecy[ rromwlmr [AHBL [ a A GRAPRIC SCALE 0 10 20 40 FEET 1' -20 Mw R= 371529 0 N0110E T A C O M A - SEATTLE • SPOKANE • TRI- CITIES NAMwM 6➢n [O�na 91at MYM[ N 4N Mn SnaNC R91A1116 2215 North 30th Street, Suite 300 Tacoma, WA 9840E lN6P i11R [ w ➢6 DJ]Ifllf [ Ia IS 253.383.2422 TEL 253.3832572 FAX www.ahbi.corn W® xo [ mr n s use ra iaw mime m wmm w wi � m ra Nn ooas nascc SPRING GLEN ELEMENTARY SCHOOL Rio Mar 2014 SITE IMPROVEMENTS RENTON SCHOOL DISTRICT LANDSCAPE PLAN H () �z 0 C) ,a C7 Ma 0 3 a � 46 � z O n � �n 2r w 8 z yr "z a a w f z U W CL CL ,r U) r d U) F- Z w 2 W O w F- J O 2 U) Q Z W W J W Z W J 0 0 Z C0 � Z7 //y STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT 7W KRISTIN GLANDON IHEtI, H0. ttte tOPIE6 ON oe/aA/1o14 MATCHLINE SHEET 1-1.1 1 � ACCESS CONTROL POST ■ E1 8 41 ACCESS CONTROL POST s2 it L1.6 407' TOTAL LENGTH 1F� DRIVE APRON 382' TOTAL REQUIRED BUFFER LENGTH X 10'= 3,820 SO FT REQUIRED 3,820 SO FT PROVIDED 13 TREES REQUIRED 15 TREES PROVIDED 191 SHRUBS REQUIRED 191 SHRUBS PROVIDED 46 DECIDUOUS (24 %) 145 EVERGREEN (76 %) NO. I REVISION BY I DATE I APPR PERMIT SET AS NOTED D. WO,RALA S. MCINTYRE a k W M D. WQITALA r 1m M DE elpl ,. ecEE naa6xns• LEGEND kid 69 117 Ma Idl M U CONSTRUCTION LIMITS NOTES 1. FOR PLANT SCHEDULE AND DETAILS SEE SHEET 1-1.5 THROUGH L1:7. 2. FOR IRRIGATION PLAN AND DETAILS SEE L2.1 -L2.6. 3. SEE CIVIL FOR ALL HARDSCAPE, STAIRS, RAILINGS AND MOW CURBS. 4. LOCATE ACCESS CONTROL POST 4' -0' FROM DOOR AND ALIGN WITH RIGHT SIDE OF DOOR. �' R- 371530 Checked for Compliance to City Standards 1mrca: wap t CITY OF RENTON DATUM Planning /Building /Public Works Dept. CL) i NOTICE NTRAOII 6116 D]]IfN, 91ML MW141F K YYL®lE EK n09M114 41VAq 6 16 W]YEI [65 NT 661E IIW ES!® aMFl9r p1611 n 0661FN16 W aE oMexmnee�ietn�ra Eoo 6 w, xo¢, u 1w en aow,oec wAliBLZ 1 10 20 40 FEET :.. MAW rI' 1Y •. ..,.. O T A C O M A - SEATTLE • SPOKANE • TRI- CITIES 215 North 30th Street Su'Ite 300 Tacoma, VV/.%0 253.383.2422 TEL 253.3832572 FAx www.ahbi.com WEB SPRING GLEN ELEMENTARY SCHOOL 10 Mar 2014 SITE IMPROVEMENTS RENTON SCHOOL DISTRICT YE.6 LANDSCAPE PLAN I L1.3 12 • 2i7 I S�0 h z .f tiz oy Tip °n =a b � � 3 � K ^a G N [A 5 � S1 �n }r 9 dr z H a a K Lv Q� El Lu wl A2—\ Lu .Pt •:... a :..> ,...,.,., .� . o> wa � Z7 //y STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT 7W KRISTIN GLANDON IHEtI, H0. ttte tOPIE6 ON oe/aA/1o14 MATCHLINE SHEET 1-1.1 1 � ACCESS CONTROL POST ■ E1 8 41 ACCESS CONTROL POST s2 it L1.6 407' TOTAL LENGTH 1F� DRIVE APRON 382' TOTAL REQUIRED BUFFER LENGTH X 10'= 3,820 SO FT REQUIRED 3,820 SO FT PROVIDED 13 TREES REQUIRED 15 TREES PROVIDED 191 SHRUBS REQUIRED 191 SHRUBS PROVIDED 46 DECIDUOUS (24 %) 145 EVERGREEN (76 %) NO. I REVISION BY I DATE I APPR PERMIT SET AS NOTED D. WO,RALA S. MCINTYRE a k W M D. WQITALA r 1m M DE elpl ,. ecEE naa6xns• LEGEND kid 69 117 Ma Idl M U CONSTRUCTION LIMITS NOTES 1. FOR PLANT SCHEDULE AND DETAILS SEE SHEET 1-1.5 THROUGH L1:7. 2. FOR IRRIGATION PLAN AND DETAILS SEE L2.1 -L2.6. 3. SEE CIVIL FOR ALL HARDSCAPE, STAIRS, RAILINGS AND MOW CURBS. 4. LOCATE ACCESS CONTROL POST 4' -0' FROM DOOR AND ALIGN WITH RIGHT SIDE OF DOOR. �' R- 371530 Checked for Compliance to City Standards 1mrca: wap t CITY OF RENTON DATUM Planning /Building /Public Works Dept. CL) i NOTICE NTRAOII 6116 D]]IfN, 91ML MW141F K YYL®lE EK n09M114 41VAq 6 16 W]YEI [65 NT 661E IIW ES!® aMFl9r p1611 n 0661FN16 W aE oMexmnee�ietn�ra Eoo 6 w, xo¢, u 1w en aow,oec wAliBLZ 1 10 20 40 FEET :.. MAW rI' 1Y •. ..,.. O T A C O M A - SEATTLE • SPOKANE • TRI- CITIES 215 North 30th Street Su'Ite 300 Tacoma, VV/.%0 253.383.2422 TEL 253.3832572 FAx www.ahbi.com WEB SPRING GLEN ELEMENTARY SCHOOL 10 Mar 2014 SITE IMPROVEMENTS RENTON SCHOOL DISTRICT YE.6 LANDSCAPE PLAN I L1.3 12 • 2i7 I S�0 h z .f tiz oy °n =a b � � 3 � K ^a G N [A 5 � �n }r o z dr z H a a K w a z U W 0 K a 11 Ch U CL d Z w 2 w 0 2 W U) J 0 0 2 U U Q H Z W 2 W J W Z W J 0 0 Z U) MATCHLINE SHEET 1-1.3 I MATCHLINE SHEET 1-1.1 �/gllq STATE OF WASHINGTON REGISTERED 3CAPE ARCHITECT r,/77"—1 EXISTING LANDSCAPING TO ILLJ SATISFY BUFFER REQUIREMENTS: 472 SO FT THIS SHEET ONLY 134' TOTAL LENGTH DRIVE APRON 134' TOTAL REWIRED BUFFER LENGTH X 10= 1,340 SO FT REQUIRED 5 TREES PROVIDED NUMBER OF TREES: 5 RR 7 PINE 11 TOTAL ENTIRE PLANTING AREA IS COVERED BY A DENSE PLANTING OF SHRUBS. APPROXIM 70% IS EVERGREEN COTONEASTER. PERIMETER PARKING LOT LANDSCAPING THIS SHEET ONLY: 519' TOTAL LENGTH DRIVE APRON 455' TOTAL REWIRED BUFFER LENGTH X 10'= 4,550 SO FT REWIRED 4,550 SID Fr PROVIDED 16 TREES REWIRED 18 TREES PROVIDED 228 SHRUBS REQUIRED 228 SHRUBS PROVIDED 80 DECIDUOUS (35x) 148 EVERGREEN (65 %) PERMIT SET i LEGEND Bra 69 Dk 0 fol &A 0 CONSTRUCTION LIMITS NOTES 1. FOR PLANT SCHEDULE AND DETAILS SEE SHEET 1-1.5 THROUGH L1.7. 2. FOR IRRIGATION PLAN AND DETAILS SEE 1.21 -1.26. 3. SEE CIVIL FOR ALL HARDSCAPE, STAIRS, RAILINGS AND MOW CURBS 4. LOCATE FRONT FACE OF MAIL BOX SO THAT R IS 1'-0* FROM THE FACE OF CURB. R_271 S21 �/' Checked for Compliance to City Standards 11alnX4,iet_-.EJ" %A6 / GRAPHIC SCALE 0 10 20 40 FEET L• = 20 Film "i� lu G)WO N0110E T A C O M A - SEATTLE • SPOKANE • TRI- CITIES MW➢11646 M116119at INYMF �[ IVEF<IVL 4M MO9LNE MI9Y116 ° a ax rm'N as wc 2215 North 30th Street, Suite 300 Tacoma, WA 9840 oxmc awo x rt m aoxort ara ac oarlm x aos aaFm x x.0 aa: xoxxorxauxa ra x:xaa�a 253.383.2422 TEL 253.3832572 FAX WWW.ahbI.00111 WEB rnota m xa eurci a as xn as xorn. ADDENDUM 13 JY 01/24/1 '""`� sFe ,a,,,r,,, xFa , pM REVISION 1 KG 2/21/1 AS NOTED Xom'""" 061°°' Ss „r CITY OF SPRING GLEN ELEMENTARY SCHOOL 10 Mar 2014 D. WOJTALA y RENTON SITE IMPROVEMENTS S. MG'"'1RE ar xo DATUM RENTON SCHOOL DISTRICT ox�o xo tl°' o. wwrALA� -� Planning /Building /Public Works Dept. LANDSCAPE PLAN L1.4 rxaxxw NO. REVISION BY DATE APPR wlxv.FO: a00FIL0aFx10.Y asEr. a Ptd CD Yz -2, h' z 0 �z a o 3K y G y A 5 w = yn, T � r W 0 o z J or z y a a K K CL z F— Z W W a W O rr CL 2 W I— J O U) Q Z w w J W Z W J 0 0 Z I PLANT SCHEDULE ra 1i w� 0 Ti FRAXINUS LATIFOLIA T2 FRAXNUS OXYCARPA 'RAYWOOD' TM T3 PARROTIA PERSIAA 'VARESSA' T4 PICEA OMORIKA PC PYRUS CALIERYANA 75 UWUS X 'PIONEER' OREGON ASH 2' CAL 2 RAYWOOD ASH 2' CAL 31 PERSIAN PARROTR 2' CAL SERBIAN SPRUCE 6 -7' HT. ORNAMENTAL PEAR 2" CAL PIONEER ELM 2" CAL 20 9 33 19 SHRUBS SJ?!?E BOTANICAL NAME COMMON NAME QOI T -0 O S1 CORNUS STOLONIFERA 'KELSEYI' KELSEY DOGWOOD 2 GAL 338 IS ILEX GLABRA 'SHAMROCK' INKBERRY 2 GAL 136 S2 PRUNUS LAUROCERASUS 'MOUNT VERNON' MOUNT VERNON LAUREL 2 GAL 935 GROUND COVERS = BOTANICAL NAME COMMON NAME CANT SPACING M ElE1 EPIMEDIUM X PERRALCHICUM 'FROHEBEITEN' 1 GAL 36' ox. 2,108 ENG2 JUNCUS PATENS 'ELK BLUE' SPREADING RUSH 1 GAL 24' ox. 736 SOD /SEED SdIDE BOTANICAL NAME COMMON NAME Q.QNT SPACING M2 FIELD GRASS MIX SEED 4,442 SF Mt SEEDED LAWN MIX SEED 46,706 SF STATE OF WASHINGTON REGISTERED 7JCAPE ARCHITECT ISTIN GLAND NM, NQ "" aaue•.5 ON oe/se/2014 NO. NOTES: 1. DRIVE STAKES OUTSIDE OF ROOT BALL - SINGLE STAKE TREES LESS THAN 6'. 2. PLACE TREE WITH TRUNK FLARE 1' ABOVE FINISHED GRADE. 3. REFER TO SPECS FOR ADD'L INFORMATION. Ut KUUIbALL 1 DECIDUOUS TREE PLANTING DECIDUOUS TREE 1/2' RUBBER TREE OWN TREE STAKES - (2) PER TREE REMOVE EXCESS SOIL AT ROOT COLLAR OF TREE. EXPOSE ROOT COLLAR FOR INSPECTION BY LA. 4' OF MULCH- TAPER MULCH NEAR TRUNK. NO MULCH AGAINST TRUNK BACKFILL WITH SOIL MIX AS SPECIFIED - WATER IN 6' LAYERS DO NOT TAMP SCARIFY SIDES OF PLANTING PIT REMOVE WIRE BASKET k BURLAP FROM TOP AND SIDES OF ROOTBALL. LIGHTLY COMPACTED SOIL MIX, WATER THOROUGHLY 1' - 1 -0" P- 2013 - 0241 -02 MM. -QMDCMB SPACING PLAN 1. ALL GROUNDCOVER TO BE PLANTED AT EQUAL SPACING (TRIANGULAR) PER O.C. SPACING ON LEGEND. GROUNDCOVER (TYP.) 4" OF MULCH FINISHED GRADE 2X THE SIZE OF ROOTBALL OR CONT. GROUNDCOVER PLANTING SPACING X .86 FOR TRIANGULAR PATTERN BALI( OF CURB OR BEDUNE BACKFILL WITH SOIL, MIX WATER IN LIGHTLY COMPACTED SOIL MIX, WATERED THOROUGHLY FOR CONTAINERIZED GROUNDCOVER NTS P- 2013 - 0241 -03 1m; 1. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. MM EVERGREEN OR 2. INSTALL PER MANUFACTURERS RECOMMENDATIONS. 1. REFER TO SPECS FOR ADDT DECIDUOUS SHRUB 3. INSTALL RACK 2' FROM EDGE OF PAVUE14T AND BUILDING FACE. INFORMATION. ROOT COLLAR OF SHRUB APPROX. 9' -5" UNLESS OTHERWISE NOTED SHALL NOT BE COVERED WITH SOIL OR MULCH. APPROX. 9 5/8' EXPOSE ROOT ROOT COLLAR a�oo FOR INSPECTION BY LA, 2 3/8' O.D. SCHEDULE O 40 STEEL PIPE 1 ° 4" OF MULCH REMARKS "00�� piJ o /4 REBAR (8' ACP WALK Eg FINISHED O �vQo FORM CONTINUOUS .� W LONG 25 WATER BASIN BERM » TO PIPE 13 G v/777/7777777777777777777 BACKFILL WITH 5014 MIX WATER IN ;o CONCRETE FOOTING BEDS 2X THE SIZE UGHILY COMPACTED SOIL ' r. OF RDOTRNI MIX WATER THOROUGHLY OR CUM• 5/8' MINUS CRUSHED 't 12' COMPACTED SUBGRADE ROCK - COMPACTED V SHRUB PLANTING ^ BICYCLE RACK 1'1TS P- 2013 - 0241 -04 T 1' = 1" P- 2013 - 0241 -11 REMARKS R= 311532 REVISION BY I DATE I APPR D. WOJTAIA S. MCINIYRE D. WOJTALA Checked for Compliance to City Standards 'aJL "I/G�oaac & o (O PERMIT SET AS NOTED 1°®MD1' "'O 1p°'�1p°' sh CITY OF RENTON °E a1O1 DATUM Planning /Building /Public Works Dept. F scale ac am rcmlu.nr Nonce T A C O M A - SEATTLE • SPOKANE • TRI- CITIES NARAIGI6➢B M4pt 9ULL XWLL1F H MlW]Vt Y1l.Y0 mt1NE PI9l.IJll R moaWn �.W WaW'F aor 2215 North 30th Street, Suite 300 Taoome, WA 9840: otOP` Mrt96 W]IOIf afR OF 01Y�°ef4NFF0N1OLO0t 253.383.2422 TFL 253.38325/2 FAX wwwahN.can WEB MR we MTWK ILId//�Wrt6d MOIL W U PW61 W ILA MIY OYW WIFCI. SPRING GLEN ELEMENTARY SCHOOL X10 Mar 2014 SITE IMPROVEMENTS RENTON SCHOOL DISTRICT :o PLANT SCHEDULE AND LANDSCAPE DETAILS L1.5 aan or 6 14 A- NNNNAW z A f '� y�ry' Checked for Compliance to City Standards 'aJL "I/G�oaac & o (O PERMIT SET AS NOTED 1°®MD1' "'O 1p°'�1p°' sh CITY OF RENTON °E a1O1 DATUM Planning /Building /Public Works Dept. F scale ac am rcmlu.nr Nonce T A C O M A - SEATTLE • SPOKANE • TRI- CITIES NARAIGI6➢B M4pt 9ULL XWLL1F H MlW]Vt Y1l.Y0 mt1NE PI9l.IJll R moaWn �.W WaW'F aor 2215 North 30th Street, Suite 300 Taoome, WA 9840: otOP` Mrt96 W]IOIf afR OF 01Y�°ef4NFF0N1OLO0t 253.383.2422 TFL 253.38325/2 FAX wwwahN.can WEB MR we MTWK ILId//�Wrt6d MOIL W U PW61 W ILA MIY OYW WIFCI. SPRING GLEN ELEMENTARY SCHOOL X10 Mar 2014 SITE IMPROVEMENTS RENTON SCHOOL DISTRICT :o PLANT SCHEDULE AND LANDSCAPE DETAILS L1.5 aan or 6 14 A- NNNNAW z0 1�7 v o 3 K 5 a ro N r °z o s ' v l7 tta. a Fch C0 U) z Z w w ;3 2 a LU O f1 LLJ H O O U) a f— Z LL LLJ J LLI W J (5 Z_ CC T) r,1 TREE PROTECTION FENCING/ROOT PROTECTION FENCING TO BE PROVIDED AND MAINTAINED AT DRIPLINE THE FOLLOWING TREE PROTECTION MEASURES SHALL APPLY TO ALL TREES TO REMAIN. A CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE DRIP UNE OF ANY TREE TO BE RETAINED. B. FENCED PROTECTION AREA REQUIRED: THE APPLICANT SHALL ERECT AND MAINTAIN SIX FOOT (6') HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES, OR ALONG THE PERIMETER OF A STAND OF RETAINED TREES. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50) INDICATING THE WORDS, 'NO TRESPASSING - PROTECTED TREETOR ON EACH SIDE OF THE FENCING IF 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. C. PROTECTION FROM GRADE CHANGES: IF THE GRADE LEVEL ADJOINING TO A TREE TO BE RETAINED IS TO BE RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK WELL AROUND THE TREE THE DIAMETER OF THIS WALL OR WELL MUST BE EQUAL. TO THE TREES DRIP LINE D. IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP UNE: THE APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. E RESTRICTIONS ON GRADING WITHIN THE DRIP LINES OF RETAINED TREES: THE GRADE LEVEL AROUND ANY TREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THE FOLLOWING AREAS: (1) THE AREA DEFINED BY THE DRIP UNE OF THE TREE, OR (II) AN AREA AROUND THE TREE EQUAL TO ONE AND ONE-HALF FEET (1 -1/2') IN DIAMETER FOR EACH ONE INCH (1' OF TREE CALIPER. A LARGER TREE PROTECTION ZONE BASED ON TREE SIZE, SPECIES, SOIL, OR OTHER CONDITIONS MAY BE REQUIRED. (ORD. 5676, 12 -3 -2012) F. MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A MINIMUM OF THREE INCHES (31 OF BARK MULCH PRIOR TO INSTALLATION OF THE PROTECTIVE FENCING. EXCEPTIONS MAY BE APPROVED IF THE MULCH WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS. (ORD. 5676, 12 -3 -2012) G. MONITORING REQUIRED DURING CONSTRUCTION: THE APPLICANT SHALL RETAIN A PROFESSIONAL ARBORIST OR OTHER QUALIFIED PROFESSIONAL TO PRUNE BRANCHES AND ROOTS, FERTILIZE, AND WATER AS APPROPRIATE FOR ANY TREES AND GROUND COVER WHICH ARE TO BE RETAINED. H. ALTERNATIVE PROTECTION: ALTERNATIVE SAFEGUARDS MAY BE USED IF DETERMINED TO PROVIDE EQUAL OR GREATER TREE PROTECTION. L / 1/4' = 1. -0' N END GATE OR CORNER VARIES POSTS STANDARD GATE HINGE .......... PVC COATED FABRIC 'rS:Y BRACE RAIL. BRACE RAIL ' 00 TRUSS RODS 5 -1/4" x 3/4" BANDS AND STRETCHER BAR AT OI BOTTOM RAILS END AND CORNER POSTS o 10 STANDARD, 1/4 "x 3/4" FLAT LATCH WITH KEYED LO :: STRETCHER TRUSS ROD GATE FRAME 2" O.D. NOMINAL PIPE SIZE TYP II II: U 12' CONCRETE FOOTING NOTES: MIN. 1. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. PEDESTRIAN GATE wj 1/2" = 1. -0" P- 2013 - 0241 -08 1 48" ORANGE VINYL CONSTRUCTION FENCING DIAMOND MESH (TYP) EQ. EQ. -, ♦ % 24" CONCRETE MOW CURB �1 FENCE 1 ASPHALT 1 1\ 12" FUSE 8" WIRE 'U' TO SECURE FENCE BOTTOM (TYP) ANCHOR POSTS MUST BE INSTALLED TO A DEPTH OF NO LESS THAN 1/3 OF THE TOTAL HEIGHT OF THE POST. 1. THE TREE PROTECTION FENCE SHOULD BE MAINTAINED THROUGHOUT GRADING AND CONSTRUCTION AND SHALL NOT BE REMOVED UNTIL FINAL LANDSCAPING IS IN PROGRESS. AT NO TIME SHALL EQUIPMENT ENTER INTO THE ROOT PROTECTION ZONE (RPZ). ALL BRUSH CLEANUP WITHIN THE RPZ SHOULD BE COMPLETED BY HAND TO PREVENT DISTURBANCE OF NATIVE GROUND COVERS. NO CUTS OR FILLS OF UTILITY TRENCHING, MODIFICATIONS TO DRAINAGE, ETC. SHALL IMPACT THE RPZ. NO WIRES, CABLES, OR OTHER DEVICES SHOULD BE ATTACHED TO PROTECTED TREES DURING CONSTRUCTION. 2. IF IMPACTS MUST OCCUR WITHIN THE RPZ, CONTACT THE LANDSCAPE ARCHITECT PRIOR TO THE OPERATIONS TO DETERMINE THE PROPER PROCEDURE TO PROTECT THE TREES HEALTH. 3. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. TREE PROTECTION FENCE P- 2013 - 0241 -10 1" = 1" P -2013- 0241 -38 NOTE: 1. SEE SPECIFICATIONS FOR COLOR AND FINISH. a O I M cV rata' :a'1 3/4" = 1' -0" STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT O KRISTIN GLANDON I10a18E N0. 11,8 EIaIP15 ON 08/38/1014 NO. 1/4" T STEEL PLATE 0 TOP WELD ALL AROUND KNOX BOX RECESS WITH -IN HSS WELD ALL AROUND 6' X 6' X 3/16" GALV HSS GROUT SOLID ?1G1]�f1719t7:11T� FINISHED GRADE COMPACTED SUBGRADE CONCRETE FOOTING NOTE: 1. WELD ALL COMPONENTS TOGETHER. 2. SEE SPECIFICATIONS FOR COLOR AND FINISH. 0 I 'v d- I M 1/4' STEEL PLATE 0 TOP 6' X 6' X 114" T HSS (4) EA 5/8' CIA EPDXY ANCHORS 3/8 T X 10' DA STEEL PLATE 1: I� alwl:ItLl ^•':. RACEWAY ACCESS CONTROL POST P- 2013 - 0241 -27 3/4" = 1' -0" REVISION P- 2013 - 0241 -20 NOTE: 1. SEE SPECIFICATIONS FOR COLOR AND FINISH. USPS MAIL RECEPTACLE STEEL POST AND BASE ANCHOR PEDESTAL WITH (4) EA 5/8" DA EXPANSION BOLTS SLOPE TO DRAIN FINISHED GRADE SUBGRADE CONCRETE FO MAILBOX 3/4" = 1' -0" END GATE OR CORNER POST TOP RAIL) 180 SWING) N PVC COATED FABRIC a BRACE RAIL ' 00 TRUSS RODS OI BOTTOM RAILS O 10' -0" MAXIMUM CHAIN LINK FENCE 3/4" = 1' -0" VARIES (SEE PLANS) /--TOP HINGE rn7r MATM reaalr- NOTE: REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION POSTS ly P- 2013- 0241 -16 ,3 UUUbLt ZJVVIN(a CiA I It 3/4" = 1' -0" 0 I ih 0 I iV GATE POST NOTE: REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. LOCATE FENCE IN o CENTER OF MOW CURB (TYP) AND WITHIN ASPHALT AREAS AS SHOWN. P- 2013 - 0241 -17 R- 311533 on, "_ P- 2013 - 0241 -19 3 } cjg Checked for Compliance to City Standards PERMIT SET rE AS NOTED °'�� CITY OF wDnonxw: WD , RENTON °C wO1 DATUM ,o nu mvc Planning /Building /Public Works Dept. rwaw" acaL romleNOLY N07ICE T A C 0 M A' SEATTLE ' SPOKANE ' TRI- CITIES MW.tte 6 ➢e WLB119lYL riYMQ E[ AQF.SiOW Yll.Y09JI.,11.R. RlalAll, V Mans M0 m°"A "a "4"k0 2215 North 30th Street, Suite 3DO Tacoma, WA 98C olmr 8a6 x rt le omYaf ora u¢ atrrattwo¢t mamwxne aaa 263.383.2422 TEL 253.3832572 FAX www.ahbi.com WS MD 61gf A H 140,a IdM 0� a wool m DD1 MnFI.'I a ra wo aw moca Dole SPRING GLEN ELEMENTARY SCHOOL 10 Mar 2014 SITE IMPROVEMENTS RENTON SCHOOL DISTRICT LANDSCAPE DETAILS L1.6 a z 0 �z �0 a M -3 g yy 1 d w ° � o S 5 1 o z r z a -�G 180 SWING) x, TRSxi a I,.. aO ANCHOR ROD BOTTOM HINGE z II If (180' SWING) 12" MIN. N If u BOTTOM RAIL ,3 UUUbLt ZJVVIN(a CiA I It 3/4" = 1' -0" 0 I ih 0 I iV GATE POST NOTE: REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. LOCATE FENCE IN o CENTER OF MOW CURB (TYP) AND WITHIN ASPHALT AREAS AS SHOWN. P- 2013 - 0241 -17 R- 311533 on, "_ P- 2013 - 0241 -19 3 } cjg Checked for Compliance to City Standards PERMIT SET rE AS NOTED °'�� CITY OF wDnonxw: WD , RENTON °C wO1 DATUM ,o nu mvc Planning /Building /Public Works Dept. rwaw" acaL romleNOLY N07ICE T A C 0 M A' SEATTLE ' SPOKANE ' TRI- CITIES MW.tte 6 ➢e WLB119lYL riYMQ E[ AQF.SiOW Yll.Y09JI.,11.R. RlalAll, V Mans M0 m°"A "a "4"k0 2215 North 30th Street, Suite 3DO Tacoma, WA 98C olmr 8a6 x rt le omYaf ora u¢ atrrattwo¢t mamwxne aaa 263.383.2422 TEL 253.3832572 FAX www.ahbi.com WS MD 61gf A H 140,a IdM 0� a wool m DD1 MnFI.'I a ra wo aw moca Dole SPRING GLEN ELEMENTARY SCHOOL 10 Mar 2014 SITE IMPROVEMENTS RENTON SCHOOL DISTRICT LANDSCAPE DETAILS L1.6 a z 0 �z �0 a M -3 g yy 1 d w ° � o S 5 1 o z r z a -�G (L a_ U) z H Z w W 0. W O M IZ 2 W U J O 2 U 4'_0' U Q j — z 11111 W �Z o -_ LU V U S-13" Z a 1 FLAGPOLE (/) 3/8" = V -0" FITTING MI I I I I I I I O I CIFICATONS FOR fOT * --1,v= -O L INFORMATKIN) I - 00:41"'N, P -2013- 0241 -44 414' GALV ST. PS CAP FULLY WELD TO PIPE GALV STL GROUND SMOOTH FLAGPOLE SCORING PATTERN 1/4" = 1' -0" BUILDING Iffin I■I / BUILDING _TABLE LAYOUT I PICNIC TABLE P- 2013 - 0241 -45 \J 1/2" = V -0" .... -- rANIZED STEEL PL CAP D TO PIPE ROADWAY GATE HOLD OPEN 'ECIFICATKINS FOR DRMATION) a•71� 2 1„ PLAN NEW 12" RAISED PLANTER BEDS `T 3/4' = 1' -0" NOTE: 1. PROVIDE KNOX BOX PER CITY OF RENTON STANDARDS AT ALTERNATE #1. 2. PROVIDE HOLD OPEN POST FOR EACH GATE LEAF, SEE e L1.7 1 -3° HALF OF ROADWAY WIDTH HALT PAINT STEEL GATES AND POSTS P -1, SAFETY YELLOW--\ y I ROADWAY GATE P- 2013- 0241 -25 `� 318" = 1' -0" 9" TE HEIGHT AND S - - -- ------ 3/4 "L I SIDE MEN °ar - - - -- M 1/2' HOLE 1- 1/2'X3' SLOT HOLE IN STm PLATE 1/4' GALVANIZED DOUBLE _ _ IPE- - - -- - -- I I TOP VIEW — - - - -- � 1/2' GALV STEEL PS FULLY WELD TO PIPE 'ED, EA WAY /4' GALV STEEL PL FULLY WELD TO PIPE FOOTING 1" = 10 P- 2013 - 0241 -48 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT KRISTIN GLANDON UCEIM NO. 1119 ElPM ON W/n/M4 NO. I REVISION ROADWAY GATE MEETING 1' = 1' -0" P- 2013 - 0241 -45 2 -1/2' DIA X 1/4" GALV STEEL PIPE FULLY WELDED EXISTING PLAY SHED COLUMS TOPSOIL – HOLD 1' BELOW TOP OF LUMBER (SEE SPECBICATIONS) N ��I _- •11 —�1 IIIII��,I! COSUBGRADE 3' O.C. (IYP.) NDN ZINC PLATED SCREWS GEOTE)TILE FABRIC v: rou 3' -0" O.C. (TYP) 4" MAX, TYP 3(..: oX �X X X 1' -3" DRILL SCREWS FROM THE DXTERIOR OF THE PLANTER 0/—R 3/8'3/8' ^I I�•ZISKIIIYZ1i6F7 P- 2013- 0241 -50 R- 311534 LINK FENC L FENCE AT PLAY SHED COLUMNS 3/8" = V -0" Checked for Compliance to City Standards PERMIT SET JM 01/24/1 bw" m9e vum«: wio + KG 2 21 1 oa� AS NOTED CITY OF D. `VOJTALA RENTON rLL olvalc S. MCINTYRE I +Q+ealcL e,E .v„ DATUM °@ D. WgRgLA �iQ Planning /Building /Public Works Dept. r for aa: a+o+ BY DATE APPR P- 2013 - 0241 -53 NOTICE T A C O M A • SEATTLE - SPOKANE • TRI. CITIES NNY01696 QJ]Ifln 9YLL XV141F K MiL91VL Q.Y MO QMR4 NVA9 Q asVomr lSa°QQ M 2215Norlh30th Street Suits 300 Tacoma,WA98403 90 s"QUa: wa r9l rrNt 9r�a 253.383.2422 TEL 253.3832572 FAX W\yw.ahbl.00111 WEB o9a w w1 Qioar w ra xn ou wva SPRING GLEN ELEMENTARY SCHOOL X10 Mar 2014 SITE IMPROVEMENTS '°°°°° RENTON SCHOOL DISTRICT o LANDSCAPE DETAILS L1.7 Qan 8 os14 _ A-NNNNAA z y 1 � =a a – 1/2'X3/8' GALV. DOUBLE o tin n � GREAI I I 1 A STRONG OUTER PIPE C) C) 1 :IJ FITTING gr �z _• a K I –1 /2'X1 /4' GALV. DOUBLE • STRONG INNER PIPE z 0 3 ROUND 0 10' O.C. TYP. 'd- 4 U– SHAPED, EA. WAY V-10" —CONICNETE FOOTING ROADWAY GATE PIVOT 1" = 1' -0" P- 2013 - 0241 -47 FLAGPOLE SCORING PATTERN 1/4" = 1' -0" BUILDING Iffin I■I / BUILDING _TABLE LAYOUT I PICNIC TABLE P- 2013 - 0241 -45 \J 1/2" = V -0" .... -- rANIZED STEEL PL CAP D TO PIPE ROADWAY GATE HOLD OPEN 'ECIFICATKINS FOR DRMATION) a•71� 2 1„ PLAN NEW 12" RAISED PLANTER BEDS `T 3/4' = 1' -0" NOTE: 1. PROVIDE KNOX BOX PER CITY OF RENTON STANDARDS AT ALTERNATE #1. 2. PROVIDE HOLD OPEN POST FOR EACH GATE LEAF, SEE e L1.7 1 -3° HALF OF ROADWAY WIDTH HALT PAINT STEEL GATES AND POSTS P -1, SAFETY YELLOW--\ y I ROADWAY GATE P- 2013- 0241 -25 `� 318" = 1' -0" 9" TE HEIGHT AND S - - -- ------ 3/4 "L I SIDE MEN °ar - - - -- M 1/2' HOLE 1- 1/2'X3' SLOT HOLE IN STm PLATE 1/4' GALVANIZED DOUBLE _ _ IPE- - - -- - -- I I TOP VIEW — - - - -- � 1/2' GALV STEEL PS FULLY WELD TO PIPE 'ED, EA WAY /4' GALV STEEL PL FULLY WELD TO PIPE FOOTING 1" = 10 P- 2013 - 0241 -48 STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT KRISTIN GLANDON UCEIM NO. 1119 ElPM ON W/n/M4 NO. I REVISION ROADWAY GATE MEETING 1' = 1' -0" P- 2013 - 0241 -45 2 -1/2' DIA X 1/4" GALV STEEL PIPE FULLY WELDED EXISTING PLAY SHED COLUMS TOPSOIL – HOLD 1' BELOW TOP OF LUMBER (SEE SPECBICATIONS) N ��I _- •11 —�1 IIIII��,I! COSUBGRADE 3' O.C. (IYP.) NDN ZINC PLATED SCREWS GEOTE)TILE FABRIC v: rou 3' -0" O.C. (TYP) 4" MAX, TYP 3(..: oX �X X X 1' -3" DRILL SCREWS FROM THE DXTERIOR OF THE PLANTER 0/—R 3/8'3/8' ^I I�•ZISKIIIYZ1i6F7 P- 2013- 0241 -50 R- 311534 LINK FENC L FENCE AT PLAY SHED COLUMNS 3/8" = V -0" Checked for Compliance to City Standards PERMIT SET JM 01/24/1 bw" m9e vum«: wio + KG 2 21 1 oa� AS NOTED CITY OF D. `VOJTALA RENTON rLL olvalc S. MCINTYRE I +Q+ealcL e,E .v„ DATUM °@ D. WgRgLA �iQ Planning /Building /Public Works Dept. r for aa: a+o+ BY DATE APPR P- 2013 - 0241 -53 NOTICE T A C O M A • SEATTLE - SPOKANE • TRI. CITIES NNY01696 QJ]Ifln 9YLL XV141F K MiL91VL Q.Y MO QMR4 NVA9 Q asVomr lSa°QQ M 2215Norlh30th Street Suits 300 Tacoma,WA98403 90 s"QUa: wa r9l rrNt 9r�a 253.383.2422 TEL 253.3832572 FAX W\yw.ahbl.00111 WEB o9a w w1 Qioar w ra xn ou wva SPRING GLEN ELEMENTARY SCHOOL X10 Mar 2014 SITE IMPROVEMENTS '°°°°° RENTON SCHOOL DISTRICT o LANDSCAPE DETAILS L1.7 Qan 8 os14 _ A-NNNNAA z y r7 � =a a o tin n � 3 K ° y d i 1 A C) C) 1 :IJ m Sz gr �z _• a K