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Home My WebLink AboutLarge FormatI ------· --·--- w ~ z ti w .., 0 ct: 0.. g I (f) (f) I a.. a.. a.. (f) I-z w ~ w > 0 a: a.. ~- w I--(f) ....J 0 0 I 0 (f) >-a: <( I-z w ~ w ....J w z w ....J CJ CJ z -a: a.. (/) AUTOCAD FILE AN AUTOCAD DRAWING FILE IS AVAILABLE TO ASSIST WITH SITE LAYOUT. PLEASE NOTE THAT ELECTRONIC FILES ARE PROVIDED FOR CONTRACTOR'S CONVENIENCE AND SHALL NOT REPLACE NOR BE USED TO SUBSTITUTE THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR PROJECT LAYOUT ACCORDING TO CONTRACT DOCUMENTS AND COST FOR ELECTRONIC AUTOCAD FILES. PHONE: (253) 383-2422 FAX: (253) 383-2572 CONTACT: ADAM BRAUN, P.E. FILL SPECIFICATION FILL MATERIAL SHALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, rox1c, OR WHICH OTHERWISE VIOLATE ANY STATE. FEDERAL, OR LOCAL LAW, ORDINANCE, CODE, REGULATION, HULE, ORDER, OR STANDARD. LIGHTING NOTE THIS PROJECT PROPOSES LESS THAN 5,000 SF OF NEW E!UILDING, THEREFORE NEW STREET LIGHTING IS NOT REQUIRED. CllY OF SEATTLE WATER PIPELINE ESMT. REC. NO. 3612021 GRAPHIC SCALE 0 50 100 t.-. -I 1" = 100 FEET 15' CllY OF RENTON UTILITIES EASEMENT REC. NO. 8501030454 200 FEET I BOUNDARY NOTE FOR COMPLETE BOIJNDARY INFORMATION, REFERENCE RECORD OF SURVEY FILED UNDER KING COUNTY RECORDING NUMBER 20110603900003. LEGAL DESCRIPTION PER CHICAGO TITLE INSURANCECOMPANY ORDER NO: 001322110 DATED:MAY 20, 2011 LOT 1, CITY OF RENTON SHORT PLAT NUMBER 070-80 (ALSO KNOWN AS NELSON MIDDLE SCHOOL SHORT PLAT), RECORDED UNDER RECORDING NUMBER 8107299002, IN · KING COUNTY, WASHINGTON. BASIS OF BEARING WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE NAD83/91 CITY OF RENTON SURVEY CONTROL POINTS #895 FOUND 3" DOMED BRASS DISK STAMPED "TOWNSEND AND ASSOC. LS 9634. N 1/4 CORNER SEC. 29 N 170706.004 (52031.294m) E 1303177.356 (397209.253m) ELEV. 408.87 (124.625m) #1863 FOUND 1/8" COPPER PIN ON CONCRETE POST MONUMENT IN CASE LOCATED AT SE. 168th ST, AND 116th AVE. SE. N 167989.621 (51203.339m) E 1305752.846 (397994.264m) ELEV. 139.927m VERTICAL DATUM CITY OF RENTON, NAVO 88 . BENCH MARK: CITY OF RENTON SURVEY CONTROL POINT #895. (SEE BASIS OF BEARINGS NOTE FOR DESCRIPTION) ELEV. 408.87 (124.625m) E.S.C. SUPERVISOR T.B.D. SITE ADDRESS SPRING GLEN SCHOOL 26.07 JONES AVENUE SOUTH RENTON. WA. 98055-5102 UTILITIES WATER TELEPHONE POWER GAG ONS CALL CITY OF RENTON PH: 1-425-430-7201 CENTURY LINK PH: 1-800-244-1111 PUGET SOUND ENERGY PH: 1-888-321-7779 PUGET SOUND ENERGY PH: 1-888-321-7779 1-800-424-5555 PRECONSTRUCTION/ INSPECTION NOTIFICATION CITY OF RENTON DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT, DEVELOPMENT SERVICES 1055 SOUTH GRADY WAY RENTON, WA. 98057 PH: (425) 430-7200 OWNER RENTON SCHOOL DISTRICT 7812 S 124TH ST SEATTLE, WA98178 PH: (425) 204-4403 CONTACT: RICK STRACKE CIVIL ENGINEER AHBL, INC. 2215 NORTH 30TH STREET, SUITE 300 TACOMA, WA 98403 PH. (253) 383-2422 FAX (253) 383-2572 CONTACT: ADAM BRAUN, P.E. BILL FIERST, P.E. SURVEYOR AHBL, INC. 2215 NORTH 30TH STREET, SUITE 300 TACOMA, WA 98403 PH. (253) 383-2422 FAX (253) 383-2572 CONTACT: DAVID FOLLANSBEE, P.L.S . ARCHITECT GREENE-GASAWAY ARCHITECTS P.O. BOX4158 FEDERAL WAY, WA. 98063 PH: (253) 941-4937 · FAX: (253) 941-5122 CONTACT: TONY MATIATOS OWNER'S REPRESENTATIVE GREENE-GASAWAY ARCHITECTS P.O. BOX4158 FEDERAL WAY, WA. 98063 PH: (253) 941-4937 FAX: (253) 941-5122 CONTACT: TONY MATIATOS ---------------··-------~------ ' . VICINITY MAP NOTTO SCALE LEGEND EXISTING DESCRIPTION ):( LIGHT -o-POWER/TELE POLE f-·-GUY WIRE [j] TELEPHONE MH o TELEPHONE RISER [l @} 0 .. [L Ii~ <7\®~- --:{--X-x- --ELEV- ---·W- CATCH BASIN STORM DRAIN MH SANITARY SEWER MH SIGN HYDRANT WATER VALVE WATER METER WATER BLOWOFFVALVE WIRE FENCE CHAIN LINK FENCE WOOD FENCE CONTOURS CONSTRUCTION LIMITS SILT FENCE STORM DRAIN LINE WATERLINE FIRE SERVICE PROPOSED • @ --x---x--- ----so--------w---- SITE INFORMATION SHEET INDEX .. ·~~ =i -·-T·-·- SANITARY SEWER LINE TELF.PI-IONE b\Mlc'- IRRIGATION LINE PRECONSTRUCTION NOTES 1. THE CONTRACTOR IS REQUIRED TO NOTIFY THE DEVELOPMENT SERVICES DIVISION, LAND USE INSPECTION SECTION (425) 430-7200, THREE DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION FOR A PRECONSTRUCTION CONFERENCE AND SPECIFICALLY REQUEST . INSPECTION BEFORE BEGINNING: A. INSTALLING SILTATION AND EROSION CONTROL MEASURES 8. CLEARING AND GRUBBING C. EARTHWORK D. INSTALLATION OF ANY UNDERGROUND UTILITY E. BEFORE PLACING SUBBASE, BASE OR PAVING SURFACES F. INSTALLATION OF ANY FORMS OR PLACING ANY CONCRETE TRENCH NOTE IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)6, 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, CHAPTER49.17 RCW. TITLE REPORT NOTES THE FOLLOWING TITLE REPORT EXCEPTIONS ARE NOTED, BUT CANNOT BE MAPPED: • EXCEPTION 7, RECORDING NO. 20050513001116, IS A UTILITIES EASEMENT 10 FEET WIDE AND CENTERED UPON THE GRANTEES FACILITIES AS CONSTRUCTED OR TO BE CONSTRUCTED. THIS EASEMENT IS DEFINED BY THE LOCATION OF THE ELECTRICAL FACILITIES. • EXCEPTION 8, RECORDING NO. 4132659, IS A RESERVATION OF MINERAL RIGHTS WITHIN THE PROPERTY UPON THE SALE OF THE PROPERTY. PUGET SOUND POWER AND LIGHT COMPANY RETAINED THE RIGHT TO MINE, QUARRY, AND PROCURE COAL, OIL, AND MINERALS BELOW THE SURFACE. • EXCEPTION 11, RECORDING NO. 5169416, IS A SLOPE EASEMENT FOR CUTS AND FILLS ON THE PROPERTY ASSOCIATED WITH SE 164TH STREET. THE EXTENT OF THE SLOPES WOULD BE DETERMINED BY FUTURE ROAD IMPROVEMENTS. • EXCEPTION 12, RECORDING NO. 20031013000893, ESTABLISHED CONNECTION CHARGE RATES FOR BENEFITED PROPERTIES DUE TO THE INSTALLATION OF A NEW WATER MAIN. PARCEL# PARCEL AREA: 292305-9061 29.27 ACRES DRAWING Sheet NUMBER Number PROJECT AREA: APPROX. 211,000 SQ FT, 4.8ACRES TEMPORARY BENCHMARKS AHBL 117 NAIL AND WASHER N:169476.9094 E: 1303088.2463 ELEV:452.17 AHBL 121 NAIL AND WASHER N:169542.6164 E: 1302702.5952 ELEV:455.92 AHBL 123 NAIL AND WASHER N:169684.6773 E:1302807.2996 ELEV:454.25 AHBL 147 REBAR AND CAP N: 169329.7232 E:1302429.6437 ELEV:444.41 AHBL 149 NAIL AND WASHER N:169310.2887 E:1302135.4601 ELEV:425.26 AHBL 150 REBAR AND CAP N: 169344.2636 E:1302898.9395 ELEV:460.99 UTILITY NOTE co.a C1.0 C1 .1 C1.2 - C1.3 C1.4 C1.5 C2.0 C2.1 C2.2 C2.3 C3.0 C3.1 C3.2 C3.3 C4.1 C4.2 THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. AHBL ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES. SITE PLAN REVIEW SUBMITTAL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 -,, •.. ~-·-- 17. -------------1----t---1----1 ""'"'"A BRAUN AS NOTED -F. KATONA ONE INCH SHEET TITLE COVERSHEET --·--- TESC AND DEMOLITION PLAN TESC AND DEMOLITION PLAN TESC AND DEMOLITION PLAN ' TESC AND DEMOLITION PLAN TESC AND DEMOLITION NOTES AND DETAILS TESC AND DEMOLITION NOTES AND DETAILS GRADING, STORM DRAINAGE AND UTILITY PLAN GRADING, STORM DRAINAGE AND UTILITY PLAN GRADING, STORM DRAINAGE AND UTILITY PLAN GRADING, STORM DRAINAGE AND UTILITY PLAN HORIZONTAL CONTROL AND SURFACING PLAN HORIZONTAL CONTROL AND SURFACING PLAN HORIZONTAL CONTROL AND SURFACING PLAN HORIZONTAL CONTROL AND SUHFACIN__G PLAN DETAILS DETAILS Checked for Compliance to City Standards CITY OF RENTON -1----1-------------------+---1----+---l W. FIERST Planning/Building/Public Works Dept. BY .......,.,,,, S. COMFORT DATE APPR NO. REVISION EARTHWORK INFORMATION APPROX. 4,600 CUBIC YARDS CUT APPROX. 3,800 CUBIC YARDS FILL NET: APPROX. 800 CUBIC YARDS EXPORT (HAUL) NOTE: THE ABOVE QUANTITIES ARE ESTIMATES ONLY INTENDED FOR THE PERMITTING PROCESS AND ARE NOT TO BE USED BY THE CONTRACTOR FOR BIDDING PURPOSES. ONSJTE 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. TACOMA· SEA TILE· SPOKANE · TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.CDm WEB """' SPRING GLEN ELEMENTARY SCHOOL ocrosm 2013 SITE IMPROVEMENTS --,,"-- RENTON SCHOOL DISTRICT 1·:':(>--\n-.:-L) ::.. .... ,COVER SHEET ocr 2 4 2013 CO. 0 C . , ., '" """'' 1 °''17 A=NNNNAA g I Cl) Cl) I a... 0.. 0.. Cl) 1-z w ~ w 6 a: 0.. ~ w 1--Cl) .....J 0 0 I () Cl) / / >-/ a: ~ z w ~ w ...J / w / I z w .....J CJ / I CJ z -a: 0.. Cl) f • ' I ! j I / I I / / I ! ! SHEET C1.2 } ' I • • I • I I I • I I • • I I I • I SITE PLAN REVIEW SUBMITTAL i----t-----------------------lf-----1---------A BRAUN -1----+---·····----------··--------------t---t----j-----k,=:..F:.... ~K/1~:P.::'.O~NA~--l -1---t--------------------1---+---+----1 W. FIERST "'""""" S. COMFORT NO. REVISION BY DATE APPR AS NOTED °"' ..... SHEET C1.3 GRAPHIC SCALE 0 20 40 Lr. -J 1• ~ 40 FEET Checked for Compliance to City Standards CITY OF RENTON Planning/Building/Public Works Dept. LEGEND WORK LIMITS SILT FENCE TEMPORARY INTERCEPTOR DITCH DEMOLISH EXISTING UTILITY GRAVEL CHECK DAM CATCH BASIN SEDIMENT BARRIER DEMOLISH EXISTING ASPHALT DEMOLISH EXISTING GRAVEL DEMOLISH EXISTING CONCRETE CONSTRUCTION ENTRANCE ROCK OUTFALL 80 FEET I X X )( -···-:>-···->-- II II II I/ JI l77T/TH Tl TACO MA· SEA TILE· SPOKANE · TRI-CITIES 2215 North 30th Street, Suite 300 253.383.2422 TEL 253.383.2572 FAX Tacoma, WA 98403 www.ahbl.com WEB .. ,., SPRING GLEN ELEMENTARY SCHOOL,--... . OCTOBER 2013 SITE IMPROVEMENTS h: :::! >·::\/·: 1"'}"""""' RENTON SCHOOL DISTRICT ocr 2 4 2013 ,__::.,._· -"°'---I C1 .0 TESC AND DEMOLITION PLAN CT{,:,..:, ... F!_;\,\ '• .'-.·-~-:~-i·, < 2 .... 17 SHEEr: A-NNNNAA w Cf) ~ I-z ~ w .., 2 0 0:: a.. w > 0 cc a.. 2 w t: Cf) _J 0 0 I 0 Cf) 5: <( I-z w 2 w _J w z w _J (9 (9 z -cc a.. Cf) ,/ " / / / J' --~-"' ---·-I I / / / // / ,/ - ./ / / / / / /' / / / / / -· ' ,' / / ! / / / / / / / / .~,·· \ \ \ \ I I I 1/ \ I II ..... ·-,, /I .. ...,_, ', • / ---. :.~ , , ~ ~h I I / / r I -~ -~ 0 C) i <:"""' s...i" "'t i ' (',\ ' -,r / "" \ \ ' . / w (J --(J , 8/ ' / __,.. __ ,,....-' . // I / / / ;' ·i I I I / / . / / ,, __ ,,,,. •• ' ' / - / / / / ! I I / / /r / / /i ,./ - •' • riJf •• GENERAL NOTES 1. DEMOLITION: IT IS THE INTENT OF THE WORK 4. UNDER THIS CONTRACT TO INCLUDE THE DEMOLITION OF ALL EXISTING SITE IMPROVEMENTS AS INDICATED BY THIS DRAWING OR AS REQUIRED FOR NEW CONSTRUCTION. IT IS THE CONTRACTORS 5. RESPONSIBILITY TO FULLY REVIEW THE SITE CONDITIONS AND TO CORRELATE THESE OBSERVATIONS WITH THE PROJECT WORK AND INCLUDE ALL NECESSARY DEMOLITION, WHETHER SHOWN OR NOT, AND INCLUDE ALL 6. SUCH COSTS IN THE BASE BID. 2. CLEARING: IT IS.THE INTENT OF THE WORK · UNDER THIS CONTRACT TO CONDUCT ALL CLEARING NECESSARY TO BE ABLE TO COMPLETE ALL THE WORK OF THIS PROJECT. 3. CONTRACTOR SHALL LEGALLY DISPOSE OFF THE OWNEt<'S PROPERTY, ALL DEMOLISHED 7. AND REMOVED MATERIALS, UNLESS INDICATED OTHERWISE. --' / -;i- ·4· I -- c() d-;t ! I rn ,t I -s-! ! 1--- '1' -tj· I-I co ,r ·tj· \ I \ \ ! \ ' I I I I i \ I I • i I I I \ I I • • ' I I I \ \ en ,q-\ T I ! 0 ul •;j i I -.c- L{l ,, I I ' I \ I I I I \ Ill .• L ( BACKFILL AND COMPACT ALL VOIDS AND DEPRESSIONS OCCURING AS A RESULT OF DEMOLITION ACTIVITIES. SEE SPECIFICATIONS FOR ALLOWABLE BACKFILL MATERIALS. REMOVE EXISTING SOD AND TOPSOIL AS NECESSARY TO PROVIDE IMPROVEMENTS. CONTRACTOR SHALL DISPOSE OF EXCESS SOD AND TOPSOIL OFFSITE. SEDIMENTS TRACKED ONTO PAVED SURFACES SHALL BE REMOVED BY SWEEPING. SEDIMENTS SHALL NOT BE WASHED DOWNSTREAM. SPRAY EXPOSED SOILS WITH WATER TO PREVENT DUST. RUNOFF SHALL NOT BE CREATED BY SPRAYING. EROSION CONTROL MEASURES SHALL BE PROVIDED THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL EXCAVATE AND FILL AS NECESSARY TO ACHIEVE SUBGRADES IN LAWN AND PLANTER BEDS REQUIRED BY THE LANDSCAPE PLANS. 0 KEY NOTES 1-----·-· ·-·-------- I •• • • I I ~ I \/"® ' I ('.) I I I I \ L_ ----------(}-] FF=4-5fi.3'l ' (!J 4" WASTE_;. PER hl5!5 PLANS -"~ / ; f-V;;:;456 . .34 a a II a SITE PLAN REVIEW SUBMITTAL ---!------AS NOTED ---------+----+----l----l ......,. BRAUN -F'. KATONA ... """' :;\: i )., __ J __ ~ ~I I I I I __ J I f I l > •• II II II I 8 0 © 0 © © 0 © © @ @ @) @) ® @ @ ® @ @ @ @ @ @ GRAPHIC SCALE 0 10 20 ~---~ 1" = 20 FEET Checked for Compliance to City Standards CITY OF RENTON CIE:Kll> 1---l-----------------------11---~1----l------l W. FIERST Ji! AJU. SCN..E f' NOT ONE INCH Planning/Building/Public Works Dept. NO. REVISION BY DATE APPR -S. COMFORT """'- PROTECT EXISTING FENCE SILT FENCE WORK LIMITS PROTECT EXISTING STORM STRUCTURE AND ASSOCIATED APPURTENANCES PROTECT EXISTING STORM DRAIN LINE PROTECT EXISTING POWER AND COMMUNICATION STRUCTURE AND ASSOCIATED APPURTENANCES PROTECT EXISTING POWER AND COMMUNICATION LINE DEMOLISH EXISTING FENCE CLEAR AND GRUB EXISTING TREE CATCH BASIN SEDIMENT BARRIER LL\ \f97 DEMOLISH EXISTING STORM DRAIN STRUCTURE PROTECT EXISTING TREE TO REMAIN PROTECT EXISTING WATER LINE PROTECT EXISTING SANITARY SEWER LINE PROTECT EXISTING GAS LINE. PROTECT EXISTING PORTABLE CLASSROOM TO BE REMOVED. TEMPORARY INTERCEPTOR DITCH GRAVEL CHECK DAM DEMOLISH EXISTING BASKETBALL BACKBOARD AND POST AND ASSOCIATED APPURTENANCES. DEMOLISH EXISTING BIG TOY AND ASSOCIATED APPURTENANCES. DEMOLISH EXISTING BENCH AND RELATED APPURTERANCES. DEMOLISH EXISTING CONCRETE WALK AND STAIRS. DEMOLISH HOME PLATE AND ASSOCIATED APPURTENANCES. LEGEND WORK LIMITS SILT FENCE TEMPORARY INTERCEPTOR DITCH DEMOLISH EXISTING UTILITY GRAVEL CHECK DAM _,,_ -;:,.-···-:>-- I I II I I n 11 n I I 77 I I 77 +:a @ CATCH BASIN SEDIMENT BARRIER @ @ DEMOLISH EXISTING ASPHALT DEMOLISH EXISTING GRAVEL DEMOLISH EXISTING CONCRETE CONSTRUCTION ENTRANCE ROCK OUTFALL 40 FEET 1 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.ccm WEB SPRING GLEN ELEMENTARY SCHOOJ.;:t :·,1 ,, • _OCTOBER 2013 SITE IMPROVEMENTS .. -1 " ! __ FlElDOC>OK, RENTON SCHOOL DISTRICT Der 242013 ::... ... 1 l-==-C_1 ~· 1-l SHEET, 3 «-, 1 7 DEMOLITION AND TESC PLAN''· -'\' A-NNNNAA w i t; w .., ~ a. g I Cf) Cf) I Cl. Cl. Cl. Cf) I-z w ~ w > 0 cc Cl. ~ -w I- Cf) ...J 0 0 I 0 Cf) >-cc ~ z w 2 w ...J w z w ...J CJ CJ z -cc Cl. Cl) • • •• 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, ETC.) 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 ANO GRADING FOR PROJECT DEVELOPMENT. 10. PROVIDE PLASTIC COVERING ON ALL EXPOSED. SLOPES 2H:1V OR GREATER. ALL FILLS MUST BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 11. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON STANDARDS, NPDES PERMIT AND EROSION AND SEDIMENT CONTROL REPORT. 12. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES, SO THAT, AS SITE CONDITIONS CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF RENTON EROSION AND SEDIMENT CONTROL REQUIREMENTS. 13. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE ORY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC MEASURES. 14. ROUGH GRADE SITE. 15. CONSTRUCT NEW TRACK, SOCCER FIELD, BASEBALL FIELD AND NEW LANDSCAPING. 16. CONSTRUCT PERMANENT STORMWATER FACILITIES. 17. PAVE SITE AS SHOWN ON PLANS. 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. •• •• \ \ GENERAL NOTES 1. DEMOLITION: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO INCLUDE THE DEMOLITION OF ALL EXISTING SITE IMPROVEMENTS AS INDICATED BY THIS DRAWING ORAS REQUIRED FOR NEW CONSTRUCTION. IT IS THE CONTRACTORS RESPONSIBILITY TO FULLY REVIEW THE SITE CONDITIONS AND TO CORRELATE THESE OBSERVATIONS WITH THE PROJECT WORK AND INCLUDE ALL NECESSARY DEMOLITION, WHETHER SHOWN OR NOT, AND INCLUDE ALL SUCH COSTS IN THE BASE BID. 2. CLEARING: IT IS THE INTENT OF THE WORK UNDER THIS CONTRACT TO CONDUCT ALL CLEARING NECESSARY TO BE ABLE TO COMPLETE ALL THE WORK OF THIS PROJECT. 3. CONTRACTOR SHALL LEGALLY DISPOSE OFF THE OWNER'S PROPERTY, ALL DEMOLISHED ANO REMOVED MATERIALS, UNLESS INDICATED OTHERWISE. 4. BACKFILL AND COMPACT ALL VOIDS AND DEPRESSIONS OCCURING AS A RESULT OF DEMOLITION ACTIVITIES. SEE SPECIFICATIONS FOR ALLOWABLE BACKFILL MATERIALS. 5. REMOVE EXISTING SOD AND TOPSOIL AS NECESSARY TO PROVIDE IMPROVEMENTS. CONTRACTOR SHALL DISPOSE OF EXCESS SOD AND TOPSOIL OFFSITE. 6. SEDIMENTS TRACKED ONTO PAVED SURFACES SHALL BE REMOVED BY SWEEPING. SEDIMENTS SHALL NOT BE WASHED DOWNSTREAM. SPRAY EXPOSED SOILS WITH WATER TO PREVENT DUST. RUNOFF SHALL NOT BE CREATED BY SPRAYING. EROSION CONTROL MEASURES SHALL BE PROVIDED THROUGHOUT CONSTRUCTION. 7. CONTRACTOR SHALL EXCAVATE AND FILL AS NECESSARY TO ACHIEVE SUBGRADES IN LAWN AND PLANTER BEDS REQUIRED BY THE LANDSCAPE PLANS. •• I ! ' I (Q '0 V / I j I I I II • \ \ LEGEND , I •• ONE STORY CONG. AN[)' SflCI< BLDG. \ Ill 1111 \ .. . \ \ WORK LIMITS SILT FENCE M.:i '111! 1l1l i!il ifl lli:l ~ ltiil ll1il !111 TEMPORARY INTERCEPTOR DITCH DEMOLISH EXISTING UTILITY GRAVEL CHECK DAM CATCH BASIN SEDIMENT BARRIER DEMOLISH EXISTING ASPHALT DEMOLISH EXISTING GRAVEL DEMOLISH EXISTING CONCRETE CONSTRUCTION ENTRANCE X )( X --···->-· .. -;>-- I I 77 I I Tl I I 77 I I n I I n ~ @ ~ . CJ . ~ SITE PLAN REVIEW SUBMITTAL 1------1-------------------+---~----+---l --;,. BRAUN AS NOTED ........ 1----1---------------------i---·---· F. KATONA -----1---------I @ @ @ @ 4 @ ··-, KEYNOTES • • "··, . I I • \i 0 0 0 0 © © 0 © 0 @ @ @) @ e @ @ @ @) @ @ ® @ @) Checked for Compliance to City Standards CITY OF RENTON PROTECT EXISTING FENCE SILT FENCE WORK LIMITS PROTECT EXISTING STORM STRUCTURE AND ASSOCIATED APPURTENANCES PROTECT EXISTING STORM DRAIN LINE PROTECT EXISTING POWER ANO COMMUNICATION STRUCTURE AND ASSOCIATED APPURTENANCES PROTECT EXISTING POWER AND COMMUNICATION LINE DEMOLISH EXISTING FENCE CLEAR AND GRUB EXISTING TREE CATCH BASIN SEDIMENT BARRIER LL'\ ~ DEMOLISH EXISTING STORM DRAIN STRUCTURE PROT_ECT EXISTING TREE TO REMAIN PROTECT EXISTING WATER LINE PROTECT EXISTING SANITARY SEWER LINE PROTECT EXISTING GAS LINE. PROTECT EXISTING PORTABLE CLASSROOM TO BE REMOVED. TEMPORARY INTERCEPTOR DITCH GRAVEL CHECK DAM DEMOLISH EXISTING BASKETBALL BACKBOARD AND POST AND ASSOCIATED APPURTENANCES. DEMOLISH EXISTING BIG TOY AND ASSOCIATED APPURTENANCES. DEMOLISH EXISTING BENCH AND RELATED APPURTERANCES. DEMOLISH EXISTING CONCRETE WALK AND STAIRS . DEMOLISH HOME PLATE AND ASSOCIATED APPURTENANCES. ' GRAPHIC SCALE 0 10 20 ~ .J • ~ 1" = 20 FEET 40 FEET I I ,_ .. "_"l ""'""'' 11 TAC OM A· SEATTLE· SPOKANE · TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB .. .,,, SPRING GLEN ELEMENTARY SCH00L · · --,, ocrosER 2013 SITE IMPROVEMENTS '. . -, "' .. '"" ,-=-=-. --1 RENTON SCHOOL DISTRICT Der 242013 t-sa=.,=·=,..oc----1 """""' 1-----1----------,.----------1---+----t----l W. FIERST AT FUU. SCALE F NaJ' ct£ INCH Planning/Building/Public Works Dept. DEMOLITION AND TESC PLAN C1 .2 -S. COMFORT """' """""""'y NO. DAT£ REVISION APPR BY 4 ""17 A-NNNNAA ---------~--------------- w ~ z t; w ...., 0 a:: a. ~ (/) (/) I 0.. 0.. 0.. (/) I-z w :;E w > 0 cc 0.. :;E w !:: (/) _J 0 0 :c () (/) >-cc <( I-z w :;E w _J w z w _J (9 (9 z -a: 0.. (/) / \"· .. -J?; -·::~ ~ -=--"'~--=--"'---,. _..,,.··· LEGEND WORK LIMITS SILT FENCE TEMPORARY INTERCEPTOR DITCH DEMOLISH EXISTING UTILITY GRAVEL CHECK DAM CATCH BASIN SEDIMENT BARRIER DEMOLISH EXISTING ASPHALT DEMOLISH EXISTING GRAVEL DEMOLISH EXISTING CONCRETE CONSTRUCTION ENTRANCE •• X X )( -···->-···->-- II I/ /1 JI II 7TH iTJTTI > \ • Ill / •• I ! MATCHLINE SHEET C1 .1 II m •• • Ill •• \ KEY NOTES GENERAL NOTES 0 0 0 0 0 © 0 0 G) @ @ @) PROTECT EXISTING FENCE SILT FENCE WORK LIMITS PROTECT EXISTING STORM STRUCTURE AND ASSOCIATED APPURTENANCES PROTECT EXISTING STORM DRAIN LINE PROTECT EXISTING POWER AND COMMUNICATION STRUCTURE AND ASSOCIATED APPURTENANCES PROTECT EXISTING POWER AND COMMUNICATION LINE DEMOLISH EXISTING FENCE CLEAR AND GRUB EXISTING TREE CATCH BASIN SEDIMENT BARRIER DEMOLISH EXISTING STORM DRAIN STRUCTURE PROTECT EXISTING TREE TO REMAIN @ e @) @) @ @) @) PROTECT EXISTING WATER LINE PROTECT EXISTING SANITARY SEWER LINE PROTECT EXISTING GAS LINE. PROTECT EXISTING PORTABLE CLASSROOM TO BE REMOVED. TEMPORARY INTERCEPTOR DITCH GRAVEL CHECK DAM DEMOLISH EXISTING BASKETBALL BACKBOARD AND POST AND ASSOCIATED APPURTENANCES. f2o', DEMOLISH EXISTING BIG TOY ANO ASSOCIATED \:::::J APPURTENANCES. @ DEMOLISH EXISTING BENCH ANO RELATED APPURTERANCES. @ DEMOLISH EXISTING CONCRETE WALK AND STAIRS. @ DEMOLISH HOME PLATE ANO ASSOCIATED APPURTENANCES. 1. 2. 3. 4. DEMOLITION: IT IS THE INTENT OF THE WORK UNDER 5. THIS CONTRACT TO INCLUDE THE DEMOLITION OF ALL EXISTING SITE IMPROVEMENTS AS INDICATED BY THIS DRAWING OR AS REQUIRED FOR NEW CONSTRUCTION. IT IS THE CONTRACTORS RESPONSIBILITY TO FULLY 6. REVIEW THE SITE CONDITIONS AND TO CORRELATE THESE OBSERVATIONS WITH THE PROJECT WORK AND INCLUDE ALL NECESSARY DEMOLITION, WHETHER SHOWN OR NOT, AND INCLUDE ALL SUCH COSTS IN THE BASE BID. CLEARING: IT IS THE INTENT OF THE WORK UNDER THIS 7. CONTRACT TO CONDUCT ALL CLEARING NECESSARY TO BE ABLE TO COMPLETE ALL THE WORK OF THIS PROJECT. CONTRACTOR SHALL LEGALLY DISPOSE OFF THE OWNER'S PROPERTY, ALL DEMOLISHED AND REMOVED MATERIALS, UNLESS INDICATED OTHERWISE. BACKFILL AND COMPACT ALL VOIDS AND DEPRESSIONS OCCURING AS A RESULT OF DEMOLITION ACTIVITIES. SEE SPECIFICATIONS FOR ALLOWABLE BACKFILL MATERIALS. SITE PLAN REVIEW SUBMITTAL AS NOTED -------·---------------·-------------·----1------jl-----+----t A BRAUN ....... F. KATONA -1----1--------------------1---1-----1----1 W. FIERST -S. COMFORT NO. D/ifE APPR REVISION BY OHE INCH AT f'ULL SCN.E F NOT ONE INCH ..... -.y REMOVE EXISTING SOD AND TOPSOIL AS NECESSARY TO PROVIDE IMPROVEMENTS. CONTRACTOR SHALL DISPOSE OF EXCESS SOD AND TOPSOIL OFFSITE. SEDIMENTS TRACKED ONTO PAVED SURFACES SHALL BE REMOVED BY SWEEPING. SEDIMENTS SHALL NOT BE WASHED DOWNSTREAM. SPRAY EXPOSED SOILS WITH WATER TO PREVENT DUST. RUNOFF SHALL NOT BE CREATED BY SPRAYING. EROSION CONTROL MEASURES SHALL BE PROVIDED THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL EXCAVATE AND FILL AS NECESSARY TO ACHIEVE SUBGRADES IN LAWN AND PLANTER BEDS REQUIRED BY THE LANDSCAPE PLANS. Checked for Compliance to City Standards GRAP!IlC SCALE 0 10 20 40 FEET 1;-..J -~ I 1• = 20 FEET TACO M A· SEA TILE · SPOKANE · TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB CITY OF RENTON SPRING GLEN ELEMENTARY SCHOO{: :-··. · ·, ""oc10sER 2013 SITE IMPROVEMENTS . ~ RENTON SCHOOL DISTRICT Der 2 4 20,:·1-===··: ... ~ ... ,---1 Planning/Building/Public Works Dept. DEMOLITION AND TESC PLAN . C1 .3 A-NNNNAA w ~ z t; w -, . 0 a: 0.. g I C/J C/J I a.. a.. a.. C/J I-z w ·~ w > 0 a: a.. ~· w t:: C/J _J 0 0 I 0 C/J >-a: <( I-z w ~ w _J w z w _J (!J (!J z -a: a.. C/J EROSION CONTROL NOTES: CHECK DAM SPACING 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS -SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: ADAPTER SKIRT (FOR A PERFECT FIT) RETRIEVAL STRAP DITCH SLOPE 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: OVERFLOW (TO BYPASS PEAK STORM VOLUMES) EXISTING CATCH BASIN 1. FILTERS SHALL BE REMOVED AND CLEANED OR REPLACED AFTER EACH STORM EVENT. SECTION 2:1 SLOPES ---- L = THE DISTANCE SUCH THAT POINTS A AND BARE Of EQUAL ELEVATION - % 1 24" MIN. 2 4 5 6 10 20 -_/TOP OF DITCH 2"-4" ROCK --- CATCH BASIN SEDIMENT BARRIER NOTTO SCALE f;'\3 i--;G::...:.R-=-A-=--=V~E=L-=C-=--=H-=-E C-=--=K:..;;.....;;;..DA;_;;;M:..;;..;;..._ ___ _ ~ NOT TO SCALE INSTALL DRIVEWAY CULVERT IF . THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY OF RENTON ROAD STANDARDS AS PER CITY OF RENTON ROAD STANDARDS, DRIVEWAYS SHALL BE PAVED TO THE EDGE OF R-0-W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD "a i:,. '\. HYDROSEED SWALE A MIN Of 1' BEYOND EDGE OF SWALE NOTTO SCALE HYDROSEED SWALE AMIN OF 1' BEYOND EDGE OF SWALE SWALE SPACING DEPENDS ON SLOPE GRADIENT 4"-8" QUARRY SPALLS GEOTEXTILE 0 TEMPORARY INTERCEPTOR DITCH '~ s ,,. 12' MIN THICKNESS " '-PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA MAINTENANCE 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. n I I I I I I I I I I NOTTO SCALE n I I I I 2"x4" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC I~[~m~m;;;ill';;ffi;;;lf~IJ:rm!J:r~TlJ~m;';;mlmfm:::!millm I 6' MAX. I I ------MIN. 4"x4" TRENCH .,.,....../ LJ / BACKFILL TRENCH WITH _/ . POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED NOTE: FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE NATIVE SOIL OR 3/4' - 1-112" WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT n I I ···- CHECK DAM SPACING (FT.) 100 50 25 20 15 10 5 z ~ N ~ ;;, "' ~ 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL. CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1 ST 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 1ST 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. 2. 3. 4. 5. 6. 7. 8. 9. CONTRACTOR SHALL PERFORM ADDITIONAL CLEARING TO CONSTRUCT ONSITE AND OFFSITE IMPROVEMENTS IF NECESSARY. GENERAL CONTRACTOR SHALL PROVIDE AN ESC SUPERVISOR WHO IS A CERTIFIED EROSION AND SEDIMENT CONTROL LEAD. 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. SEE LANDSCAPE PLANS FOR FINAL VEGETATED SURFACING. 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. 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. CONTRACTOR SHALL INCLUDE IN BID REMOVAL OF ALL TESC MEASURES AT COMPLETION OF PROJECT. REMOVE EXISTING SOD AND TOPSOIL AS NECESSARY TO PROVIDE IMPROVEMENTS. CONTRACTOR SHALL DISPOSE OF EXCESS SOD OFFSITE. SEDIMENTS TRACKED ONTO PAVED SURFACES SHALL BE REMOVED BY SWEEPING. SEDIMENTS SHALL NOT BE WASHED DOWNSTREAM. SPRAY EXPOSED SOILS WITH WATER TO PREVENT DUST. RUNOFF SHALL NOT BE CREATED BY SPRAYING. EROSION CONTROL MEASURES SHALL BE PROVIDED THROUGHOUT CONSTRUCTION. Checked for Compliance to City Standards SITE PLAN REVIEW SUBMITTAL 1------1-------------------t---~-----+----i """""'A BRAUN ____J. __ .)-::::;:::::,-C'-=:.;c.;.;.--+------1 AS NOTED CITY OF RENTON '"""" F. KATONA ONE IIICH AT FUU.. SCAI.£ INSPECTION SCHEDULE 1. ALL ESC MEASURES SHALL BE MAINTAINED AND REVIEWED ON A REGU!AR BASIS. 2. THE ESC SUPERVISOR SHALL REVIEW THE SITEAT 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 IN24 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. 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 ORAT 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. TACOMA· SEA TILE· SPOKANE · TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB SPRING GLEN ELEMENTARY SCHOOL SITE IMPROVEMENTS RENTON SCHOOL DISTRICT """' OCTOBER 2013 """"""' '"" -~--1-------------------f~--+----t---l W, FIERST NO. REVISION BY DAIE APPR -F NOr ot£ INCH SOIU:M:CORDHlt.Y Planning/Building/Public Works Dept. DEMOLITION AND TESC NOTES AND DETAILS C1 .4 SHEET: Of1 S. COMFORT 6 17 A-NNNNAA uJ :::,; ~ t uJ .., 0 0:: D.. ~ Cf) Cl) I a.. a.. a.. Cf) I-z w :a: w > 0 a: a.. :a: w !::: Cf) _J 0 0 :c (.) Cf) >-a: <( I-z w :a: w _J w z w _J QJ QJ z -a: a.. Cf) EMERGENCY OVERFLOW EB 5H:1V r: FLOW CONTROL STRUCTURE @ SOIL NOTES A. THE SOIL MOISTURE HANDLING CAPACITY OF ALL NEW PERVIOUS SURFACING THAT, AT PROJECT COMPLETION, WILL NOT BE COVERED BY IMPERVIOUS SURFACING OR INCORPORATED INTO A DRAINAGE FACILITY MUST BE PROTECTED. THE DUFF LAYER AND NATIVE TOPSOIL SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM EXTENT FEASIBLE. OVERFLOW ELEV= 408:26------------ EMBANKMENT COMPACTED 95%. PERVIOUS MATERIALS SUCH AS GRAVEL OR CLEAN SAND SHALL NOT BE USED. L---------- 1-----------·---- ,1---·~·------------ /_ --------------/ ______________ _ /.: ________________ _ ~----------------r----------------r --------------_ ---_--_-------------/ _________________ _ / _________________ _ EL= 407.76 WIRE BACKED SILT FENCE, STAKED HAYBALES WRAPPED WITH FILTER FABRIC, OR EQUIVALENT DIVIDER. LOCATION SHALL DIVIDE TEMPORARY SEDIMENT POND INTO TWO APPROXIMATELY EQUAL CELLS. 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. SEEL 1.6, TOPSOIUKEY PLAN. . r";\1 .....!P~R;;;.l;,;!M~A~R:...:..Y~C~O~N-=--=T:...:..R:::...::::O::..=L:.....::S=--.:T:....:..R..:..::U::...=C::....::T--=U:...::...;R=E:....:..A-==-N..:..::D::;..._0-=-V-=..;E=R;....;:,:F:.......:L=-=O::....::W-=--------------------------- ~ NOT TO SCALE 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 MATIER CONTENT BETWEEN 8 AND 13 PERCENT DRY WEIGHT ANO A PH SUITABLE FOR THE PROPOSED LANDSCAPE PLANTS. SEE LANDSCAPE PLANS POLYETHYLENE G 3.50' PERFORATED POLYETHYLENE DRAINAGE TUBING, 4" MIN. DIAMETER TUBING SHALL COMPLY WITH ASTM F667 AND AASHTO M294 BEGIN -"t-... PERFORATIONS AT ELEVATION 404.26. ELEV= 404.26-'---!----l NOTE: 15" WATERTIGHT COUPLING \ 1. REMOVE SPILLWAY RISER PRIOR TO INSTALLATION OF FLOW CONTROL STRUCTURE RISER. PROVIDE ADEQUAT STRAPPIN TACK WELD 6.50' -1 3/8" DEWATERING ORIFICE. SCH. 40 STEEL STUB. ELEV.= 401.26 (':;\2 _;:P..,,-:=-R=l~NC~IP...;:_A=L;.,...;;S:c...::..P-=I L=L~W...;;.c;.A...;;...Y~R.._;;.IS_E_R_P_IP_E ______ _ ~ NOT TO SCALE WELDEN TO FRAME MAX. 4" SPACING ~fl~--314" 0 FRAME 3/4" 0 BARS 112" GALV. BOLTS NOTE: 4 EA. 114" X 2" X 5" STRIPS UNIFORML SPACED ANO WELDED TO 3/4" 0 FRAM FLOW ALL STEEL PARTS TO BE GALVANIZED AND ASPHALT COATED (TREATMENT 1 ORBETIER). @-T..:.,.,oT~~~f;~J;;...;;L~_;;_.;;;_R=A-"-C~K~D~E'-'-'-T-'--A--'-1'--L ____________ _ 4 NON-WOVEN GEOTEXTILE FABRIC. MIRAFI 140N OR EQUIVALENT 6' 1' MIN. THICK RIP-RAP. 4" TO 8" QUARRY SPALLS EMERGENCY OVERFLOW SPILLWAY NOTTO SCALE '8' ' I * UNLESS OTHERW. ISE NOTED ON PLANS 2' 1--:;__- ,=--,,o,-="""os--=-,o=c-e,---,soc-=-""'o~--,;,---0""'""',,....,,,o"" 00000000000 ooooc 00000000000 ooooc OOOOOOOOOOOF'---l~NL~E~T=/O~U~T~FA~L-L-P-IP-E-. 00000000000\!r;"""'"";:;-=-;:r---~ 0000000000000000 o o o_o o o o o PLAN / /-- ou11' f>.\..\.. r~ 2"-4" ROUN RIVER ROCK Li2" MIN DEPTH SECTION ~ --~-IN --Lf:.; PIPE: ---- ®,--,~-,-.,..,oT,,_,,,.9o-:--::f..,..,.c!{,.......LE_O_U_T_F_A_L_L_D_E_T_A_IL ____ ,---__ NOTE: 1. FOR PRIMARY CONTROL STRUCTURE AND OVERFLOW SEE EB 2. WIRE BACKED SILT FENCE, STAKED HAY BALES WRAPPED WITH FILTER FABRIC, OR EQUIVALENT DIVIDER. LOCATION SHALL DIVIDE TEMPORARY SEDIMENT INTO TWO APPROXIMATELY EQUAL CELLS. 0 ~~o~~A~ENT POND · SECTION 6' I BERM 6' BERM I . 2% I TOP OF BERM = 408.96 ~ 5 ,,,,...,,.,..,,..,,.,~------------------------------~ ~'-~ -------EMERGENCYOVERFLOW,;408.26 -------,, ' , -., ~ /"-. /~ ___ _JOP J:.RIM!IBY.QQt;ITROL STRUCTURE= '!Q.7.76_ _ _ _ /'/ ?'\ NOTE: i. FOR PRIMARY CONTROL STRUCTURE AND~FLOW SEE . V ~ ~!~NG . A~ . // GROUND ~/)\ 5 5 y\"-/""D 1f4, '» ,/ /):,'"7"'.,:,,-:,-:,:,~7""77.77-rl~~ BOTTOM OF PONO = 401.00 /,t ''\; ''\; ''\; 10.50' ® ~-~RJA~ENT POND . SECTION Checked for Compliance to City Standards m N011CE TACOMA· SEATILE · SPOKANE · TRI-CITIES AI..JERATIOI lf lHIS OQOJ),OIT ~ tNAI.IDATE lllE PRa!S!lOO,IJ. w..1. All) Sat\ru:f. l'VBUCATl«i CF THIS OOCUIIOO c«s OOT 00!00.111E ~ RESOMD "'"""'"'"" • rr. 1JtS llOO.IIOO •"""" 2215 North 30th Street, Suite 300 Tacoma, WA 98403 lNI.Y mt W: PRO.ET IOOim£O lH IBE 1111..E BLOCK mo• MOT ro" U'1) '"' "'"" """"'-., 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB lrolUi 10 THAI PRO,£.CJ l'..fi f(ft MfY OTtifR PftO,,ECT. SITE PLAN REVIEW SUBMITTAL AS NOTED >---1----------------·------------r--,--1,-----i--------l t---1-------------------+----+----t---1 -~ BRAUN t---+------------~--~-----11------1-----1---1~"""""=:-----+-----~ F, KATONA ...,,.,,. 1----+--------------------+---+---t-----t W, FIERST -S. COMFORT NO. APPR REVISION BY DATE I ""'"""" I AT FUU. SCI.LE F NOT ONE INCH ..,..,.,......,.. CITY OF RENTON Planning/Building/Public Works Dept. SPRING GLEN ELEMENTARY SCHOOL SITE IMPROVEMENTS RENTON SCHOOL DISTRICT DEMOLITION AND TESC NOTES AND DETAILS ''"'" OCTOBER 2013 ......,,., C1 .5 A-NNNNAA LLJ ::;; <( z ti LLJ ,.., 0 0::: a. g I (/) U) I a.. a.. a.. U) I-z UJ :a: LU > 0 a: a.. :a: LU !:::: U) _J 0 0 I 0 U) >-a: <l: I-z LU :a: LU _J LU z LU _J (9 (9 z -a: a.. U) I I I / I / I I I I I ' / I / ! ---,.\- I SHEET C2.2 I I SITE PLAN REVIEW SUBMITTAL --------t-----,--t---i---i-c==----l -----IC-----1-----+---_, ,,.....,. BRAUN f. KATONA -i----i---------------------1----1---+----l W. FIERST """"""" S. COMFORT NO. REVISION APPR BY DATE """"' AS NOTED ONEINCII AT FUU. SCALE F Har ct£ INCH SOI<£ """""""' -"'"' '""' HORIZONTAL: NAO 1865/19111 I I I I I I I I I • I I I I I I I I I I SHEET C2.3 LEGEND BS TS TW • BOTTOM OF STEP TOP OF STEP TOP OF WALL STORM DRAIN CLEANOUT UNDERDRAIN CLEANOUT. SEE LANDSCAPE PLANS • STORM DRAIN CATCH BASIN, TYPE 1 @ STORM DRAIN CATCH BASIN, TYPE 2 o----STORM DRAIN LINE -----FD-----FOOTING DRAIN -----R-----RIDGELINE --------355------ ·--·· ----354-· TREE DRIP LINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR ----355----· PROPOSED MAJOR CONTOUR -----354-----PROPOSED MINOR CONTOUR [I::=·==·=·'=·· =====-::l-1 LARGE-DIAMETER DETENTION PIPE RAIN GARDEN GRAPlllC SC.ALE 0 20 40 ~~ • ~ 1" = 40 FEET ocr 2 4 2013 BO FEET I s}'j Checked for Compliance to City Standards rt_,11:,~~ CITY OF RENTON Planning/Building/Public Works Dept. NOTICE TACOMA· SEA TILE· SPOKANE · TRI-CITIES AllrnATIOO CF Il!JS 000.Jl,f}ll SW1. t1VJ,1.JOA1E lllE f'RCfISSllML !DI. 00 S:GffATURf.. PU!l!CAT\00 (f' lHIS DOOJWUH IXlS NOT OO!OOA'I[ FROM F:EStJMD 0"1ti0011P RIGffS ti If. THS OOCUIENT IS fCft USE llil.Y fffi '!HE PRMCT rontID 1M lllE mu lloc:11: AND IS HOT TO Bf m FOR ~)JR, Rfllf.00.. Cf ACOOk1I. ]) lllAT OOECT at flli mt QllliJI PRO..ECT. 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB """" SPRING GLEN ELEMENT ARY SCHOOL OCTOBER 2013 SITE IMPROVEMENTS RENTON SCHOOL DISTRICT """'""'""' GRADING, STORM DRAINAGE AND UTILITY PLAN C2.0 8 °"17 A-NNNNAA I= I- I--;- U) U) I a. a. a. U) 1-z w ~ w 6 cc a. ~ w 1--U) ...J 0 0 :c () U) >-cc i5 z w ~· w ...J w z w ...J CJ CJ z -cc a. U) ,/ / / / / / /' / .. / I / / / / / CB 6, TYPE 1 N = 169529.07 E = 1302597.65/ / / / / CB20, TYPE 1 N = 169506 .. 51 E = 1302598 .29 •• ~· --··- -· \"·-.._, ' 4 ' . ,. 1 . 0 • ' \ \ ' \. I \ \ 18 . LF 96" DETENTION ~Pie_ -45 4· • ........ ,:), / ... -· "' , ... / ----·-· CB 14, 48" TYPE 2 C N = 169621.15 E = 1302719.76 CB 13, 48" TYP 2 CB N= 1696 94 E = 1302785.3 MATCHLINE SHEET C2.2 / i I / ./ HYDRANT 42LF 4" DIP CL52 DDCVA&FDC •• •• I I I I I I I I I I I I • LEGEND BS TS TW • • @ ----0---- BOTTOM OF STEP TOP OF STEP TOP OF WALL STORM DRAIN CLEANOUT UNDERDRAIN CLEANOUT. SEE LANDSCAPE PLANS STORM DRAIN CATCH BASIN, TYPE 1 STORM DRAIN CATCH BASIN, TYPE 2 STORM DRAIN LINE -----FD-----FOOTING DRAIN -----R-----RIDGELINE · · ..... · 354 · ............ . TREE DRIP LINE EXISTING.MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR I b::::·=========ll LARGE-DIAMETER DETENTION PIPE RAINGARDEN GRAPffiC SCALE 0 10 20 L.-..l -~ l" = 20 FEET 40 FEET I Checked for Compliance to City Standards SITE PLAN REVIEW SUBMITTAL 1---·l-------··-··-·-·-------i---i---,--k--------l l---i--------------------1---+---·-1---I """'""l BRAUN AS NOTED 1----+---------------------·----1----~1----t---cc..,...---------+---------1 F. KATONA -1---t-------------------1---+---+---I W. FIERST NO. REVISION APPR BY DATE """""""' S. COMFORT CITY OF RENTON Planning/Building/Public Works Dept. TAC O MA· SEATTLE· SPOKANE · TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 9840.3 253.383.2422 TEL 253.383.2572 FAX 'MIW.ahbl.com WEB °""' SPRING GLEN ELEMENTARY SCHOOL OCTOBER 2013 SITE IMPROVEMENTS RENTON SCHOOL DISTRICT .......... GRADING, STORM DRAINAGE AND UTILITY PLAN C2.1 SHEET; A-NNNNAA w :::. ~ I- ftl -, 0 0:: a. g I (I) (I) I 0... 0... 0... (I) I-z w 2 w > 0 er: 0... 2 w I--(I) _J 0 0 I 0 (I) >-er: ~ z w 2 w _J w z w _J CJ CJ z -er: a.. (I) • •• •• MATCHLINE SHEET C2.1 1111 .. Ill .. •• / \ ' \ II Bl i I I ii,. \ \ ! ' I •• ---ONE STORY CONG. AI-ID··B.~ICI< BLDG. •• ( •• Ill .. ..... ·-, .. \ \ \ SITE PLAN REVIEW SUBMITTAL r==+==========±-+--~---t""""""::===i= ,----t------------------1--__j_ __ [ _ _J ......,.. AS NOTED A BRAUN F, KATONA 1 II II II II I LEGEND BS TS TW • e • @ ----D---- BOTTOM OF STEP TOP OF STEP TOP OF WALL STORM DRAIN CLEANOUT UNDERDRAIN CLEANOUT. SEE LANDSCAPE PLANS STORM DRAIN CATCH BASIN, TYPE 1 STORM DRAIN CATCH BASIN, TYPE 2 STORM DRAIN LINE -----FD-----FOOTING DRAIN -----R-----RIPGELINE TREE DRIP LINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR I::,:::··-::. =======d' LARGE-DIAMETER DETENTION PIPE RAIN GARDEN GRAPIUC SCALE 0 10 20 t.-;• ~ 1" ~ 20 FEET ocr 2 4 2013 40 FEET I i!1!Pll Checked for Compliance to City Standards ti CITY OF RENTON TACOMA· SEA TILE· SPOKANE · TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB SPRING GLEN ELEMENTARY SCHOOL SITE IMPROVEMENTS RENTON SCHOOL DISTRICT """ OCTOBER 2013 -...... ""'"""'""' r-N-0-. -t--------R-EV-IS-10-N-------~-B-Y--L-D-A-TE_J_AP_P_jR ~-FIERST Plonning/Building/Public Works Dept. GRADING, STORM DRAINAGE AND UTILITY PLAN C2.2 S. COMFORT SHEET: 00 10 ·17 A-NNNNAA LI.I ::;; ~ 0 LI.I -:, 0 tr 0.. g I (J) (J) I 0.. 0.. 0.. (J) I-z w 2 w > 0 a: 0.. 2 w !:: (J) ....I 0 0 I 0 (J) >-a: ~ z w 2 w ....I w z w ....I CJ CJ z -a: a.. (J) , . " ' ' I LEGEND BS TS TW • • ® ----D---- (JONES AVE. S.) BOTTOM OF STEP TOP OF STEP TOP OF WALL STORM DRAIN CLEANOUT UNDERDRAIN CLEANOUT. SEE LANDSCAPE PLANS STORM DRAIN CATCH BASIN, TYPE 1 STORM DRAIN CATCH BASIN, TYPE2 STORM DRAIN LINE -----FD-----FOOTING DRAIN -----R-----RIDGELINE TREE DRIP LINE -·------:555-··· ·-· ----EXISTING MAJOR CONTOUR ·354 ........ ·-.. I EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR LARGE-DIAMETER DETENTION PIPE RAIN GARDEN .. .., __ · SITE PLAN REVIEW SUBMITTAL """""" A BRAUN 1---+---------------------1---·i----····· ............ . ....... F. KATONA -t---t--------------------t---t---+----1 W. FIERST -S. COMFORT NO. DATE APPR REVISION BY AS NOTED ONE INCH l<rfULLS<>IIE . F Nm' Cl£ INCH ...... """"""""' ' Checked for Compliance to City Standards CITY OF RENTON [ ---1--- GRAP!ilC SCALE 0 10 20 40 FEET t;.-..J • ~ I 1" = 20 FEET ("\ . ., : • < ' _, -'·, --~' '1 '. ''t) Der 2 4 2011 TACOMA· SEATILE · SPOKANE · TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX l'll'IW.ahbl.com WEB SPRING GLEN ELEMENTARY SCHOOL DhTE; OCTOBER 2013 SITE IMPROVEMENTS RENTON SCHOOL DISTRICT """""°'"" GRADING, STORM DRAINAGE AND UTILITY PLAN C2.3 Planning/Building/Public Works Dept. SHEEI"; Oft 11 17 A~NNNNAA w ~ z 1-- fd ~ 0 Ir 0. g I Cl) Cl) I a.. I I J I a.. -------· a.. 'l I===- Cl) I-z .W ~ w > 0 a: a.. ~ w I--Cl) ...J 0 0 :r: (.) Cl) >-SHEET C3.1 a: <( I-z w ~ w ...J w z w ...J CJ CJ z -a: a.. Cl) I I I • • I II I L-• I I • • I I I SHEET C3.2 / IV I \ \ \ I , • • • :.,; ~~ :,.-~:~"'U'f:/@"W/f///«IN""Cflf/.,~/~«a',//dP/////LU, . '. ·)..· ..,,....,.,.,,......,-,-,--,,,,.,,--:~~~~7 ' f I I 1' / ' } I r 1. X I , 1 / , l I I l\ ' i\l . I I I • I ' I I I I I I I I I I • • I • I ' e l,/ • l rr ' ' I CURB, I IDEWALK I • • • • -~ -•H•----------.. ,.,.,_, ' ---A -/_J •• ....... ·1· • Ill --· II II II II •• •• SITE PLAN REVIEW SUBMITTAL AS NOTED 1-----+-----------------+---l---t-----l """'""'A BRAUN 1---------1--------1 -------·· ~---DRAM<: l----+-----------------------1----F. KATONA -t----+------------------+----1----1-----1 W. FIERST -S. COMFORT NO. REVISION BY DATE APPR ONE INCH I AT FllU. SCN..E F NOT Of£ IMCH =-v SHEET C3.3 LEGEND · .. .' ~ . CEMENT CONCRETE PAVEMENT SECTION . ~ .. \."·-:-._..:.-.: .. :~-. ASPHALT CEMENT PAVEMENT SECTION GRAPHIC SCALE 0 10 20 40 FEET Lr.• ~---1 1" = 20 FEET OCT 2 4 2013 Checked for Compliance to City Standards CITY OF RENTON Planning/Building/Public Works Dept. N011CE TACOMA· SEA TILE· SPOKANE · TRI-CITIES ALTEAAIDI Cf' TJllS OC0,11,f}fl 5HAU. HVAUDA'!E 11iE ~ctf& SE>l 00 SIGNAlURf. PU!ltlCATia4 CE 1H1S Oo'XUl&ENT IX[S NOT OE!ltG>.lE ff«II REiEJMD ~J~~1".:k,,,°'1:'\:l~:' .. ~ 2215 North 30th Street, Suite 300 Tacoma, WA 98403 .,,,':."J"rii..~~';¥,;,"}:a.::)=-.Ji01. 253.383.2422 TEL 253.383.2572 FAX W\Wl.ahbl.com WEB "'"' SPRING GLEN ELEMENTARY SCHOOL OCTOBER 2013 SITE IMPROVEMENTS RENTON SCHOOL DISTRICT ,,,...,,., ,.. SKEEI': OFr 12 17 HORIZONTAL CONTROL AND SURFACING PLAN C3.0 A-NNNNAA w i t5 w -., 0 a:: a. g I Cl) Cl) I 0... 0... 0... Cl) I-z w ~ w > 0 a: 0... ~ -w I--Cl) -' 0 0 :r.: 0 Cl) >-0:: ~ z w ~ w -' w z w -' (9 (9 z -a: 0... Cl) .--···'··--- ~y \ i I\ \ L-----i\\·---·, 1J IL S1 --- -- 99.0' .. ". •. I N 169512.11 E 1302624.73 ___ ... I __ _J )( I )( )( I )( )( I )( I .. " .. 4: "' .<J ·!-... ~ .. -------------------------------_____ L_ __ ~========-I I ! -~--------------- L -------------- ' I I I " I I I I I ., I, ' I I I N 169525.91 I E 1302659.33 I .. • ·, . ··.1 • ~t~==:'.:=l:.:.J:N 169513.15 E 1302659.71 130.0' ·, . ., .. " -.. _. 4· . 4 • ,· 4 .... </ •• ,i ' ·-• ~ : • • • ,, ..; ()··. <t·~· -• ..,4 · ...... AHBL 123 NAIL AND WASHER N: 169684.6773 E: 1302807.2996 ELEV: 454.25 / -/L N 169659.79_/ E 1302808.21 N169658.17 E 1302880.44 N 169630.11 E 1302881.32 GATED GENERATOH '\. : , .. N 169556.41\, E 1302811.54 '1' ' G.O' ' ' . ' ' ' '· . --·Ill. ./. . . . ·--· . • ...... • Ill --· MATCHLINE SHEET C3.2 --- . ;, . N 169662.26 E 1302883.17 N 169594.13 E 1302882.53 N 169566.07 -E 1302883.42 /~N 169558.77 -------- N 169717.61 E 1302953. 76 R6.0' N 169657.96 E 1302965.10 N 169590.33 E 1302949.32 ~ .. . - ' . - .. 4. - .. 4- --. i R, I !. I I I I I I I I I I I I .O' I I I I • I I I ~~, N 169563.16--1:-4-;-"'r E 1302968.13 "' / E 1302886.50 I I I 1B II R6.0' 1--20.0· -I j rr-;;;:r;::=::::,;;;;;;,:;:::=;:';i=':::.,;:::=:::P,77/,?;T///7~//7777777., , , ,'·14 "· / I . · ' • REFUSE AND " . ,/ I -.18 O' -. -· RECYCLING ' _ : ,' ' '[ '.4 ~' ' •~-AREA .. ' .. ,,,--_-0"'"!'. 4 ., • 4 -• ,j </ I . ' • • ,A • A • 1111 II II SPRING GLEN ELEMENTARY SCHOOL •• I • I (") . (") u LEGEND ' ... • ' •• . ••. : ,i . .• ;· :, . . .. 4 •• •. 4 . •• . . . CEMENT CONCRETE PAVEMENT SECTION ASPHALT CEMENT PAVEMENT SECTION GRAPHIC SCALE 0 10 20 40 FEET Lr..-~--I 1" = 20.FEET \ OCT 2 4 2013 Checked tor Compliance to City Slandards NOTICE TACOMA· SEATILE · SPOKANE ·TRI-CITIES JJJIRAllCfl fE iliS E'.OOJIEIT !iLIJ.1. HVAUDA'JE 1}1€ ~ Wl oo ::iooruRE. l'\JEUCAMf er tlfiS DOC1.JW91T 0(€$ H(JT t'E!lOOAlc: fRaii R£SElMII =',::~igr~~ri:'~ 2215 North 30th Street, Suite 300 Tacoma, WA 98403 SITE PLAN REVIEW SUBMITTAL ''° • HOTm ~ U"1l '"' """" """"'-"' 253.383.2422 TEL 253.383.2572 FAY, www.ahbl.com WEB i,wnoo ro iw.r PRO.ECT at fOl Nff mlfR PRO.Eel, f----'-1-------------------1-----t-----1-----I ~ BRAUN ...... F. KATONA -1-----1------------------1---~-t------t---1 W. FIERST -S. COMFORT NO. REVISION DATE APPR BY AS NOTED OHE INCH I AT FULL SCALE F NIJT Q£ INCH """" ACCOROIHGLY CITY OF RENTON Planning/Building/Public Works Dept. SPRING GLEN ELEMENTARY SCHOOL OCTOBER 2013 SITE IMPROVEMENTS RENTON SCHOOL DISTRICT .......... :sHEETI Of'! 13 17 HORIZONTAL CONTROL AND SURFACING PLAN C3.1 A-NNNNAA I.LI ~ z ~ ..., 0 0:: a.. g I Cl) Cl) I a. a. a. Cl) I-z w ~ w > 0 a: a. ~ -w I--Cl) _J 0 0 I () Cl) >-a: <( I-z w ~ w _J w z w _J (!) (!) z ·-a: a. Cl) •• . . ···-· --·-.-:':;:;:. ·cc--=,.,=~ •• 105.6' >< X I >< >< . "' . . . . :_ ....... ·. •·•·· N 16933 L~o · · · ·. i. · ·E.1302629,.38 . : .... ~=·=•.;..;=-··= .. -. ;;c·...e·=··~=· ' • • 6.0' II Ill I I I I I r:' ·,;,;, I I N 169407.90 E 1302689.86 II II MATCHLINE SHEET C3.1 11,• F II II •• II II lmlllllllllRIII II II / SPRING GLEN ELEMENTARY SCHOOL N 169418.54 E 1302869.38 Ill II R6.0' '. '////////(/11/J/J' /(/////Jfl// /////!/J(///-(L{,tLt.:LL'.LLL>:.;i<'.<'.'.4. N 169414.81 E 1302750.86 ., 4,: .. ·. ·"'4. i:J'_.,, . ' ., .·. \ " Ill • Ill • --· •• -, II Ill II N 169419.29 . II E 1302893.10 · ·~ < ///////////@ . '{,(////// (//// /L////L//J R6.0' · . . ..... -----·--·-------··· --~¥ --~ -·- ' . ir O .·.·-·-··1·· . ---.. -. \\r-.. ---=----. --------.,. .. ~----\\~ -- 11 ii • • I LEGEND CEMENT CONCRETE PAVEMENT SECTION ASPHALT CEMENT PAVEMENT SECTION \ .. ' . . . ... ·. . . . . . · ... :\ : . <. -~ ·/_:,... ·> ... Checked for Compliance to City Standards GRAPHIC SCALE 40 FEET ~ 0 10 t.-~• -20 ~ 1" = 20 FEET I ....... r•, •· ' . . .. . ' ., ..... )· l "•.-.. • ' • ': .. i ' ' .. . .. t OCT 2 4 2013 IJ.JlR,\llOO "11ilS:f""" .,,.,..IE™' TACO MA· SEA TILE· SPOKANE · TRI-CITIES ~~TSf..ll 00 S.CNAM!f. F\181.X:A~ Cf ,.., =..,, 0CES !ilOT OEROOliIB moo 1!:SaMD OWliER9!f R100S" rr. ms oocuIDir is roo w 221 S N rth 30 11--------~--i--L-=:=J ~TE PLAN ~EVIEW SUBMITTAL r--r-----------------~--1----1-_::Ji-,-=,,.----_J AS NOTED CITY OF RENTON "%','g',1'1'i'i'Wu'~3'J,,1HE..l)lli._"-:" 0 th Street, Suite 300 Tacoma WA 98403 """'"11> ""' "'""'"' '"' .111t Oll<R ""'"· 253.383.2422 TEL 253.383.2572 FAX IVWW.ahbl.com WEB ''"" SPRING GLEN ELEMENTARY SCHOOL OCTOBER 2013 A BRAUN F. KATONA I.N~O~. I-------R-E.V-IS-I-ON--------+--1--j_ _ _j """"""w. FIERST BY DATE APPR -. S. COMFORT ... _ AT FULL SCM.E IF NOT ONE 1HCH """" ........... Planning/Building/Public Works Dept. SITE IMPROVEMENTS RENTON SCHOOL DISTRICT DIWllltO ""' Slim: Of': HORIZONTAL CONTROL AND SURFACING PLAN C3.2 14 17 A-NNNNAA w ~ ti w -, 0 0:: I).. ~ ~ (/) (/) I 0.. 0.. 0.. (/) I-z w :'a: w > 0 a: 0.. :'a: -w I- (/) _J 0 0 I () (/) >-a: <( I-z w :'a: w _J w z w _J CJ CJ z -a: 0.. (/) -·------ ' ' I ' ' I I ' I ' I ) , ' / MATCHLINE SHEET C3.2 • • N 16 342,1:!8 E 130 9$$.3$ ·. . . .. N 1 934385 - E 13 '303Q:ji( -I R45.0' FLAG POLE I I I 12.4' .L LI,. _:· •;.....-, . I I j > ••. •·~ .. I; ·(.[)·.-_ ... : : . . ' . . . : . . . :. .. : '. (JONES /\VE. S.) : I ' I ~ , I ,, 0 . . \ '' • I :,; • I -' I . ' ·,:,·~-. • •• (> ·• II Ill .. L .. II Ill I ' ' I I ' I I ' ' I •• MATCHLINE SHEET C3.1 ·--· Ill .. ·---· • 0 9 ~N 169572.21 / / \ E 1303052.87 AHBL 117 NAIL AND WASHER N: 1694-76.9094 E: 1303088.2463 ELEV: 452. 1 ·; 111111 Ill Ill N 169688.96 E 1303031.74 SITE PLAN REVIEW SUBMITTAL SUIYEYED, = """""' -1~ AS NOTED HORIZDNTN..I NM> 1"83 1891 ......... A BRAUN ....... 1----1--------------------------1 F. KATONA OHE INCH -Kr f1JLl WLE W. FIERST F NOi' ONE INCH BY DATE APPR -sc,a: ACCORDNILY S. COMFORT NO. REVISION LEGEND 111111 [ \ I ----i I ----1 \ I I I CEMENT CONCRETE PAVEMENT SECTION , -• • _;. ; •. -• _. ~ GRAPHIC SCALE ASPHALT CEMENT PAVEMENT SECTION Checked for Compliance to City Standards CITY OF RENTON 0 10 20 40 FEET Q-,.j • --1 I 1' = .20 FEET NOTICE TAC OM A· SEATTLE · SPOKANE • TRI-CITIES ,\l,lERAll«I Cf ll!IS llOCIJl,E,fT SM.J. tlWJ.JOAlE 1HE ~ &,\I.. A/0 SQIATIJRE. l'l.tWCA11Cfl f.f' lHlS DOOJltl!tfl ere; oor 00!00.\lE fRai ~ .ir,~ .. ""'.ru'cr"Jl"-""".l'\ll1~"'~ 2215 North 30th Street, Suite 300 Tacoma, WA 98403 "' • "'' 10 oc "'"""' "'"' ROOOO."' 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB i\OOnctt TO ~f Pf:0.£<:T 00 fffi AMY OWR PRQ.ECJ, ..., SPRING GLEN ELEMENTARY SCHOOL OCTOBER 2013 SITE IMPROVEMENTS RENTON SCHOOL DISTRICT .....,...., Planning/Building/Public Work~ Dept. HORIZONTAL CONTROL AND SURFACING PLAN C3.3 A-NNNNAA uJ ::;; < z ~ -, 0 et:: C. ~ '7 Cf) Cf) I a.. a.. a.. CJ) I-z w ~ w > 0 0:: a.. ~ -w !:: Cf) _J 0 0 I () Cf) >-0:: <( I-z w ~ w _J w z w _J CJ CJ z -cc a.. Cf) NOTES: OVERFLOW ELEV.= ELEV.= ·, ' . z "':i; ) . ' ORIFICE #2= _"0 _;_--~~+--'-::]' PIPE SUPPORT(S): 3" X .090" 12' RISER 12" OUTLET PIPE IE= 1'-0" MIN. RESTRICTOR PLATE _ __r ORIFICE #1= _"0 ELEV.= ' .. . W.7"~..;___· ._· "r. •.;;,·.. '.\ V MAX. w.s. . "';/ ,. ' •• • 4· -4 ..•. 2"0AIRVENT IE= ==-----le-. -'. -... ~-STEPS OR , • . LADDER. LLJ .1 ...... i=.~1...-......,.SS~EE ~ 12"0 INLET Pl ... •. IE= "':lf...-'--CLEANOUT GATE: •. ~ SHEAR GATE. SEE DETAIL 7 THIS SHEET. ,_ _____ 60" ¢ -------1 REMOVABLE WATER· TIGHT COUPLING ORIFICE #2= 1.88"0 6"ELBOW DETAIL NOTTO SCALE MANHOLE TYPE 2 1. PIPE SIZES AND SLOPES: PER PLANS. 2. OUTLET CAPACITY: NOT LESS THAN COMBINED INLETS. 3. EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS FOR CATCHBASIN TYPE 2, 60" MIN. DIAM. 4. PIPE SUPPORTS AND RESTRICTOR/SEPARATOR SHALL BE OF SAME MATERIAL, AND BE AN.CHORED AT 3' MAX. SPACING BY 5/8" DIAM. STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED 2" IN WALL. 5. THE RESTRICTOR/SEPARATOR SHALL BE FABRICTED FROM .060" ALUMINUM, OR .064" ALUMINIZED STEEL, OR .064" GALVANIZED STEEL PIPE; IN ACCORDANCE WITH AASHTO. M 36, M 196, M 197 AND M 274. GALVANIZED STEEL SHALL HAVE TREATMENT 1. 6. OUTLET SHALL BE CONNECTED TO STORM PIPE WITH A STANDARD COUPLING BAND FOR CORRUGATED METAL . PIPE, OR GROUTED INTO THE BELL OF CONCRETE PIPE. 7. THE VERTICAL RISER STEM OF THE RESTICTOR/SEPARATOR SHALL BE THE SAME DIAM. AS THE HORIZONTAL OUTLET PIPE, WITH AN 12" MIN .. DIAM. 8. FRAME AND LADDER OR STEPS OFFSET SO THAT: A. CLEANOUT GATE IS VISIBLE FROM TOP. 8. CLIMB DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C. FRAME IS CLEAR OF CURB. 9. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4" . 10. MULTI-ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR ALL ON ONE SIDE OF RISER TO ASSURE LADDER CLEARANCE. (:;'\1 i-,.:C::::;.,:O:;:,..:N:,,;.,T.::.,;.R..::..:O:::..::l=-=.::.:M.=.,..:A~N-=-=H-=-0--=L=-E-----PLA_N --------~- ~ NOT TO SCALE STANDARD MANHOLE STEPS@ 12" O.C. (TYP.) STANDARD LOCKING MH. FRAME & LID PER KCRS (TYP.) STANDARD TYPE II CATCH BASIN TOP SLAB (TYP.) l!!!!!!!!!!!-----~==1'!!-!!===ff!!!!---~!!!!!!!'!l=t=~---·- 2"0 AIR VENT CONNECT TO CONTROL MANHOLE CROWN AT EL=_~ 96"0CMP 12" OUTLET PIPE EL=_ 0.5' DEAD STORAGE :) (TYP1h;Jnµ~~w~111;~mm~¥ijl 11mw:, ,m,, ,111111illi-rfl 11ml I lmill,rr!limm,, ,111,~illmlll,'.,,W PIPE BEDDING PER w.s.D.o.T. P-03.23(3), 95%%% COMPACTION NOTES: 1. REFER TO DETAIL 5, THIS SHEET, FOR DETENTION PIPE PLAN. 2. ALL TANKS 96" 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. 0-=?:::...::oT~=-=Jc..;;;;;~;.;;.,.;L~:...:..T.::...;::IQ:...:..N;;;..;..;.P;_,;:l~P=-E-=S..c=E....;;:;_C...;;,_;Tl;_,;;:;Q...c....;N;;,__ ____ _ IMPORTED OR ON-SITE STRUCTURAL FILL NO. REVISION BY SIX EVENLY SPACED HOLES ON 10 3/8" BOLT CIRCLE FOR BOLTING TO FLANGE CONNECTION. SEE NOTE 5 MAXIMUM OPENING OF GATE FRONT HANDLE WITH LOCK PIN. ADJUSTABLE LOCK HOOK WITH LOCK SCREW. 1" ROD OR V TUBING, VARIABLE LENGTH. LIFT HANDLE LIFT HANDLE SHALL BE ATTACHED PER MANUFACTURER'S RECOMMENDATIONS. r;;\3 SHEAR GATE '\:!._) NOT TO SCALE BACKFILL PAVED AREAS AND WITHIN R.0.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. RIGID {D.I., CONG.) 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 318" 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 BOLTINGTOTHE FLANGE CONNECTION. ALTERNATE SHALL BE REVIEWED AND APPROVED BY ENGINEER. FLEXIBLE (CPEP, CMP, PVC) ci c:i SUBGRADE ELEVATION PIPE AS SPECIFIED ON PLANS 4 BEDDING & BACKFILL PIPE IN TRENCHES NOTTO SCALE SITE PLAN REVIEW SUBMITTAL SLIM.'IEll, """" -N,l',1) 'i.,1 AS NOTED HORllffil1,L: NAO 196,;5 1991 -A BRAUN ...... F. KATONA ONE IHCli "'""""" Ii FULL SCALE W. FIERST F NOi'-ONE INCH DATE APPR -SCA.£ i\CCORIIIG '!( S. COMFORT Checked for Compliance to City Standards CITY OF RENTON Planning/Building/Public Works Dept. f""'• c·r, ,·'" . I,"· ·. ,... _ .... .., . ) OCT 2 4 2013 1·-· •. ~ TACOMA· SEATTLE· SPOKANE · TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB """' SPRING GLEN ELEMENTARY SCHOOL SITE IMPROVEMENTS RENTON SCHOOL DISTRICT OCTOBER 2013 .....,.. HO, DETAILS SHEET; Of'r C4.1 16 17 A-NNNNAA ----- I= I= I CJ) CJ) I CL CL CL w CJ) j I- l) z w UJ ..., :a: 0 n:: [l. UJ > 0 a: CL ~ -1 UJ I--CJ) ...J 0 0 I 0 CJ) >-a: <( I-z UJ ~ UJ ...J UJ z w ...J ~ ~ z -a: CL CJ) HMA CLASS 3/8", PG 64-22 i'o N ... NOTE : ALL DEPTHS SHOWN ARE COMPACTED DEPTHS NOTES: CLASS 4000 CEMENT CONCRETE PAVEMENT 1. DEPTHS ARE COMPACTED THICKNESS 2. DUMMY JOINTS CONSISTING OF 3116' BE 2" PREMOLDED JOINT MATERIAL SHALL BE PLACED AT MAXIMUM 18 FOOT INTERVALS 3. PROVIDE A TOOLED CONSTRUCTION JOINT AT MAXIMUM 6 FOOR INTERVAL LIGHT DUTY ASPHALT CEMENT PAVEMENT SECTION LIGHT DUTY CEMENT CONCRETE SIDEWALK SECTION NOTTO SCALE HMA CLASS 3/8", PG 64-22 NOTE: ALL DEPTHS SHOWN ARE COMPACTED DEPTHS NOTTO SCALE -_ NOTES: CLASS 4000 CEMENT CONCRETE PAVEMENT 1. l)EPTHS ARE COMPACTED THICKNESS 2. DUMMY JOINTS CONSISTING OF 3116" BE 2" PREMOLDED JOINT MATERIAL SHALL BE PLACED AT MAXIMUM 18 FOOT INTERVALS 3. PROVIDE A TOOLED CONSTRUCTION JOINT AT MAXIMUM 6 FOOR INTERVAL HEAVY DUTY ASPHALT CEMENT PAVEMENT SECTION 4 HEAVY DUTY CEMENT CONCRETE SIDEWALK SECTION NOTTO SCALE NOTTO SCALE SITE PLAN REVIEW SUBMITTAL AS NOTED 1----t----------------t--~-i------1----1 """"'°j, BRAUN 1------1---------------------•---1-----l------t-:-=-------,i-------j F. KATONA am<ED: 1----+----------------+----+-----1---1 W. FIERST _NO. REVISION """"""' S. COMFORT BY DATE APPR I ONE '""' I AT FUU. SCALE F HOT. ONE !HGH st.II£ N.:CORDNlt.Y Checked for Compliance to .City Standards CITY OF RENTON · Planning/Building/Public Works Dept. NOTICE TAC O MA· SEA TILE · SPOKANE · TRI-CITIES Al.URA~ W MS OOOAIHT SttlJ1 flYAI.WJ.lE THE ~l}OJ_ ~ 00 SGHA1Ufi£. Pl.lil.JCATI(fl (1' m DOOJwrr c«s oor OEROGAlE FRCtl R£SOMD J~U:~~J~~~lra~ 2215 North·30th Street1 Suite 300 Tacoma 1 WA 98403 •m •NOTTO"'"""'"'"'"""""""-"' 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB .lrolllli 11:J WIT PRO.(CJ 00: feft MY OJHIJI fRO.ECT. SPRING GLEN ELEMENTARY SCHOOL SITE IMPROVEMENTS RENTON SCHOOL DISTRICT DETAILS """ OCTOBER 2013 """""'""' C4.2 sHEET: OF: 17 17 A-NNNNAA lJJ ::;; <( z f- (.) lJJ ---, 0 a,: 0.. C I- ~ I Cf) Cf) I a.. a.. a.. Cf) I-z UJ ~ UJ > 0 a: CL ~ UJ t:: Cf) ....J 0 0 I (_) Cf) >-a: <( I-z UJ ~ UJ ....J UJ z UJ ....J CJ CJ z -a: CL Cf) I / ... --· J ( I ' i"','"'t "" "'" I '/ ' $J , , I ' ... cll>/ ''/ f/,,·,l/1(\ .. f'i"'1 : 1 / I } I / I <11~'·'/r/-'' ''ti'/ i I ' ' I '\ 'if;f;""/' I ' ' / / ,1 / / / '\I ~"1/;',//1/./'//i 1 I I I ,1 I ' I I I ( , I ,,,.,,,,, ill ' I j • r / ' I .I I ' , I I I ' t;1 1 ~:1 11 '1 ! tlf,1/111/ i/f'i il//i//.!.1 /ii i f!I/ 1 I/ /1 / 1 // / j \ "1/ I I : l V ! I I : I 1:1' · / 1; /1 f' , 1 / , · I i I ' . I I , d//i ;¥ff! \ , i ' I I ' ' ' I ' .# ,_I I 1' . I I 1' ,' !,, 'I \ I ,11 rt !!'ti! u1 / iii"'/ . I J 1 ! J, I ·; --~ I 1 1 /II I ·1 ' / I j i' II Ii ! I .r I ! ,. " I i I : I ! 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' :....:,..---~-~:!..--------·· .. --~-~ / i \ .. ~·"' SITE PLAN REVIEW SUBMITTAL t==1----------------------11~-=-=-=-=-=-t-=-=-=-===t=====Jk:~RYEYB>.:"'~'°:,-______ J """'AS NOTED D. WOJTALA DRI\Wtc NO. REVISION BY DATE APPR S. MCINTYRE -D. WOJTALA Cl£ INCH l z \ w > \ ' <( ! \ _c +' , ! (X) \ 0 .. "',.1 ..... ,, I ; I) " . 11 /L.J: ( \ . TREE INVENTORY NOTES EXISTING ON-SITE TREES AT THE WEST SIDE ~~~tf~JM~~~OTRO :~ DEMOLISHED WIU. BE~~p~i:~T Mi~Ng~D~F THE FOR TREE REPLACEMENT ~~l~TE IMPROVEMENTS. REFER TO PLANTING PLANS ~~~E:~:I%G :r~~s ~~ETHE NORTH s10E OF THE PROJECT s1TE (THAT ARE A MIX PROTECTION MEASURE{ OUTSIDE OF THE CLEARING LIMITS AND WILL NOT REQUIRE LEGEND EXISTING ON-SITE TREES AND ASSOCIATED CANOPIES •. ,. l .... , GRAPHIC SCALE 0 15 30 ~--• ~ 1" = 30 FEET 60 FEET I Checked for Com~;Jiance to City Standards 1 'J " l l l CITY ()F RENTCDN Planning/Building/Public wirks Dept. NO]CE ALTERAnoo Cf nus ooctJWEHT 9-!/U INVALIOATE lllE PRITTSSlCtW. S£AI. MID SllliAllJRE. F\JBLICAllOO Cf 1HS OC<l./l.lEJH DOCS NOT r.e!OGATE FROM Rfilll\£0 OINERSHI' RIGHTS IN IT. THIS DOCUMENT IS roo USE CH.Y roo lr£ PRO,ECT IDEIHFlED ti TIIE flll.E BLOO< Nil IS NOT TO BE usrn FOO Rffl"1R ROODEI.. OR AOOrnoH TO TllAT PRO.EC[ 00 rm Nii OTI-£R PRO.ECT. TACOMA. SEATILE. SPOKANE , TRI-CITIES 2215 North 3oth Street, Suite 300 Tacoma WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB """' SPRING GLEN ELEMENTARY SCHOOL SITE IMPROVEMENTS cr~,·:\\/FIJ RENTON SCHOOL DISTRIC'lh: './ ·. . _ TREE INVENTORY PLAN t10\/ lb 1G\: 14 NOV 2013 ,: L 1 . 0 cH'i c, ;.:-.. '""" x °'' cu< 13 A-NNNNAA ~ I- I Cf) Cf) I a.. a.. a.. Cf) 1-z w ~ w > 0 a: a.. ~ w 1- Cf) _J 0 0 I 0 Cf) >-a: ~ 1-z w ~ w _J w z w _J (9 (9 z -a: a.. Cf) / I •• • . ' . ! I ~"' "' ( 4{ •.. . (. " 'iZ''' .,.: ' ,, . . - --·-::r.:: .. --...... i •• • I ( ·····---.. • .. ~! ti~ . .•· 235 SQ/FT OF PLANTING AREA 590 sa/ljf Of LAWN'ARIY' . ./ ,! ;,. ,, " I ,, p _' i\ I _ ... ----~-- • • "' ... /"' • ... "'j"' ~1··· ,~· "' "' f j ,i, "' /:., /r "' "'1 "',,t "' "' j ~ "' "' "' ,i "' • • • • • • • • v "' "' "'I "' "' L "' ( l... ... ~-~-~---r··:\\"' ~ ... "' '-.'. 1-V "' "' 1 "'i ' • • • • • \ • • • • • • • • • • • • • • • • • • • • • • * ·-*-··-· "'· ----"'······ '%,, • • • • • • • • • • ...... ··:·.-~. . ;':'~. ........ ·_:,:..;•·. • • I • f • i\• 1', t ~ "'',\ .. -._,..., ..-' ... ~·':':' .. i • • "' ;-.. ' / .. ~-------JI J "' : ,;, '. '"' f 1 • I• • I i "'J "' l "'I i"' J"' ... J"') • I • I , I t i '1 ... J "' "' I '-i, t "' • • ..•.. -,,11!:r / / / • • • • • "' "j' - .... : ,.,.,-\,,'N:::. ... '',.··.,- ,"~- 1136 SQ/FT OF PlANTING AREA ' ' • • • "' -_, "' ·, / "' "' "' '"'".J, .... "' • • • • • • • • • • ".,V-a'"'"• •'II"-·· ... • • • • • • • • • • • • • • • • • • • • • • • • • • • • ..• • • • • • • • • • • • • l • i • • • • • • • • • • • • • • • • • ! • • • • • • • • • • • • • • • • • • • • • • • . ' . • • • • ... • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • r ·-·-"*--- -+,/ "' / ·'I! "' "' ~:;,.-~,"'-·· • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • "' "' ·"' "' ·j,/ • "' .... .-;:. "' ,_.-,;'';~ "' • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ,.· • • • • • • • • • • . '. / . ' . "' /"' • • • • • • • • • • • • • • • • • • • • • • • • • / "'I .J /• ;• t ., ., "'; '• < : ~ > < ~ .,..:. .:.:. .:.:. .:.:. ""' ""' < > > > : I . . • • • • • • • • • • • • • • • • • • • • • • /' ,• --/~---11•· .. .. J I • ' ,. •, • J • !, • • • I • I• i • . I . . _.,,. . 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M Lt ,'" *' ...... ---"-· --· ~ .. -···;·1~ ' ' --··-1:1Y'>i•'¥-· ·~-1*,,; --.. . ----~··· --~--·~ ·w, 1. 225 S /FT 0 31 PARKING SPACES, 775 SQ FT OF PlANTING REQUIRED 763 SQ FT Of'PlANTING AREA AVAllABLE -.~ TREES R~QUIRED '·, ' • ' • .. • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • / .,, ' • • • • • • • • / • • • • • • • • • • • • • 338 SQ/FT OF PLANTING AREA '· • • • • • • • • • • 22 SQ/ OF P TING EA . ; ,. ; ' 228 SQ/FT OF PLANTING AREA 783 SQ/FT OF PLANTING AREA , 'CONCRETE' ' ' , . / 213 SQ/FT OF PlANTING AREA • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • I I .. . 4-.. . • • • • • • • • • • • • • • • 5,613 SQ/FT OF lAWN AREA-~ / !" '/ • • •-' • • • • • • • • • '·' ·1 • • • -.)i,_ 0 ----~ ~ ,f ·-·" , .. -... /. •• ;(T~ I • = = . . • • • • • • • • • • • • • • • • / • w z I ....I _I I .o ~ // • • • • • ,1 I ~ / '. ,:: , \I // CXX. • • • • :I • • •• • .::_,/ --4,~:_=--_.""' ... ""'· --~--. ~-':,,;" =-· . '::." -==· .=· . '-';'' . ·;.,:;· . "'-· •. =r • ; ,/ i. . ,:: :: CONCRETE MOW STRIP •, ./ • • • • • • • • • • • • • • • • "· . ' ·. ~ -• • )' •, ,. ~1 ,Qi/• "'t"' . ~ . • • ' . 'I.';' ,, ~-... ,• ' ,. ' ' ' ' . ,1,_ . ,. • • • • • • • -. • • ·, . • • • • • • • • • • • • ~-., ' • • • • • • • • • • • • • • • ,,.~··"'• • '. ;:) i _>ii> I ..i,- L.---~ • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • / • • • k---~------..,,.-:::----,.--.--r, 7, ~-c-c-:---' . .\ ' )--"i""": ·::::,,_ : •• ;.:: ""'i'. ,·-··-~ •r--~-:: • • ll------'----+-1=~ 113 ,saJFT OF '·-=:1---1 JlAtjTING AREA El)CH ... 'V 1 "' ' • . r. • ·J. ' . ·" * . ' ' ,, • C'·. / • • • • / ,//// // / / /// // // / / /, • I • '"' I ,; •• •• •• '--20,980 SQ/FT OF lAWN AREA . . • Ill •• • • •• • MATCHLINE SHEET L 1.2 NO. REVISION BY DATE APPR •• •• • • FOR PLANT SCHEDULE, NOTES AND DETAILS SEE SHEET L 1.4 •• •• Checked for ComP,Jiance to City Standards l SITE PLAN REVIEW SUBMITTAL SURYEYED:: SCALE': DESlGN£l>. D. WOJTALA Df!AWJ< S. MCINlYRE CHEa<ED, D. WOJTALA N'f'RCM.:O: AS NOTED OtE llolCH AT FULL sc,.L.E lf' NOT ONE INa-1 SCAJ..E ACCORDINGLY VERTICM..: NAW 1911ft HORIZONTAL: NAD 1a&l/1QQ1 CITY OF RENTQ)N Planning/Building/Public Works Dept. NOTICE ALTERAllctl Cf THIS !lOOJMENf 9"1>11 INYAI.IOATE THE PRCfESSICWJ. VJ. AIW ~ill,\l\llf. R.13UCAmN (f 11-IS OOCUIIEHT 1)(£$ HOT DEROGAlE rna.t RE~lffl 0-.+IERSHP R!QHS I~ IT. l'MIS OOCUIIENT IS f(R V!l CN.i' f(R 1£ PRQ..ECT IDENTHD 1K lit: TITlE BLOCK AND IS NOT TO OC IJSED FOR REPAJR, RDIOOEL CR N:OmON 10 nm PRO.ECT 00 fCA Nff Oil-El Pf!O.fCT. G RAP!IlC SCALE o 10 20 40 FEET ~-• ~ I 1" = 20 FEET Gitifll TACOMA· SEATILE · SPOKANE • TRI-CITIES 2215 North 3oth Street, Sui1e 300 253.383.2422 TEL 253.383.2572 FAY. Tacoma, WA 98403 www.ahbl.com WEB SPRING GLEN ELEMENTARY scl+iCDciL-, l'-1) SITE IMPROVEMENTS RENTON SCHOOL DISTRICT NOV 1 :i il' J DAID 14 NOV 2013 FlEUlOO()K, PNiE: DRAWING NOl LANDSCAPE PLAN cnvc:.. L 1 . 1 SHEET: OF: X 13 A-NNNNAA w :::; <( z tJ w .., 0 CY Q. E I Cf) Cf) I a.. a.. a.. Cf) t-z w ~ w > 0 a: a.. ~ -w t--Cf) ...J 0 0 I 0 Cf) >-a: <( t-z w ~ w ...J w z w ...J CJ CJ z -a: a.. Cf) •• ,' 301 SQ/FT OF !AWN AREA _ _,,. MATCHLINE SHEET L 1.1 • • B II ... •: .. J • • •• '; ~ ~ u 627 SQ/FT Of \ ,,_ __ ___,.,,/_ !AWN AR~ \-------a I· ·: ..j, l -.i,i ,. • -¥. • I • ' // f \ • I • • • / ,, • ! • /• • ., • I "·· . J • ., I r • • ' ., : • ~ / ./.,//. //. ////j "---2,349.5 SQ/FT OF !AWN AAEA 79 SQ/FT OF PLANTING AREA 114 SQ/FT OF PLANTING AAEA \ / Kl--+-130 SQ/FT OF P!ANTING I AREA ,---3,646 SQ/FT OF P!ANTING AREA\ / • • . .. 899 SQ/FT OF PlANTING AREA OVERHEAD~/· POWER LINE •. 225 SQ/FT OF PLANTING AREA •• .. . •• II • •• -, ---- 634 SQ/FT OF PLANTING AREA 11 PARKING SPACES, 275 ~Q/FT OF Pi'.Af{JJNG REQUIRED 644 SQ/FT OF PLANTING ,AREA AVAILABLE ''3 • . -· _ 2 TREES REQUIRED / 11111111111 ,1240 SQ/FT OF PLANTING AREA-:c-.L I I I I .I .. CV) I . ..... _J 1-w w I (f) w z -z?j~~nfl~TI~lHiliin-:ib.£..:4:-7~~~-:--r~~~~~c;:::;~~~~~7~~'--:"~i:;:::;~~~~~~~::--:~~~~~~~~~~~~~~==~~~_. q, • • I . \ \ • • • • • • '"" --~--11 • ~"' "' 'V ::!' "' 'V ..... "' "' "' "' "' --~ "' :t 0 ! t ,1 •, I-. ' "'" .-~ ""' "cl' ~ ,,t~ "$' ffl't"l"t'i :§ 1, ••••••••••••••••••••••••• ~-249 SQ/FT OF PLANTING AREA r -,_:~r" ... 1· I . \ \ ! / • •••---•-·· --··•· ••·-~-~---"'•L-••-•--• "',, n t~ ~~i -~"'''''' •• '·'~'-"'""''""~'''";f,uC.:'it.!'ij,C''°"'''""'i'i'-, lai'cJ ',.,··. . .... -·· ... > ::::.·"c·.: ";;·.: ... '-"-~-i ____ .,.. ......... ,.0 -cc~c, I l FOR PLANT SCHEDULE, NOTES ANO DETAILS SEE SHEET L 1.4 E==f====================l===t==f==J~::-::~'T=E=P=L=AJN !!~~~~E: s~-:~::..L D. WOJTALA ,:~t--------:=-~~---------~--+--==+===i CIE!N.o~· MCIN1YRE NO. REVISION D. WOJrALA BY DATE APPR t.;;,,..;;;;"""'="'-----l ON: INCH l{f FULL SCALE If' NOT ONE INCH SC#J..£ N::CORDINCiLY DATUM I --~-:·--[ "; i· -"' \ 6 l ' ' ' -~""':'c:~:-~ \\ I I ' \ I Checked for Compliance to City Standards t ' I CITY OF RENTCDN ' Planning/Building/Public W1rks Dept. NO]CE ALTERAnoo (f llllS OOCIJMENT SIW1 IIWM.JOATE lHE PRLf£SSICNAL Wl MD SllltA!URE. fUllJCAOO/l a' 1HS DOCUMENT OC(S NOT DmX'ATE fRa.t llESERlm ~I' W~lTS IN IT. 1H1S OOCiJMENT !S FOO U~ OOI..Y HR lt£ PROJ::CT ltlHTFED 11 11£ 111\E BLOC'K NlJ IS NOT TO BE USED f<ll REPAIR RBIOOEL 00 ADtllTIO!t ro rn.u FfiO.ECT 00 FOO /N( Ol}(R f'flOJECT. GRAPHIC SCALE 0 10 t.-. -20 ~ 40 FEET I 1" = 20 FEET m '''c"\im:;. . . ,11,fi~'il .:1, iiV' e • • TAC O M A. SEATTLE . SPOKANE . TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma WA 98403 253.383.2422 TEL 253.3832572 FAX www.ahhl.com WEB SPRING GLEN ELEMENTARY SCHOOL °"j4 Nov 2013 SITE IMPROVEMENTS r:::FC':·:\/Ff) ,.,_ RENTON SCHOOL DISTRICT 1.• .. ... ... •NJ~ LANDSCAPE PLAN NO I J 5 ,U13 DRAWINO NO, r-·p-" ,., .... , ,··r·., L 1 . 2 ,~·. ; ' \., t /\ --; ·s1 "') !\ ~SHiiimm-', ---. ... , --j ,., ,.,:,·,.,:" · "·· X 13 A-NNNNAA I- I- I- I- I Cl) Cl) I (L (L (L w Cl) ::ii < I-z ti z w w ..., :::§: a a:: w 0.. > 0 er: (L :::§: w t:: Cl) _J 0 0 I () Cl) >-er: <( I-z w :::§: w _J w z w _J CJ CJ z -er: (L Cl) • ,. "_.,,-i. "-------.. -· ----~~ ---~ " --- I i •• ' ' 10Bth MATCHLINE SHEET L 1.2 11 i!lli II l!\ l!l1 ii I\ ti 11 !\il iii( iiil "'I :ir.: Ill\ 11 iii l!i\ tfri/f ... .. /'J\;;,,4 I ' .AVENUE ~· I ···'-··· ,.,,.., ___________ -~=} [r:- __ ,, ; •• .. 1 .. • • 1, 16~ .SQ/FT OF PLANTING AREA ----~--~ -. / / / ' ., f ! ; / 9 .PARKING' SPACES, 225 SQ/FT OF PLANTING REQ\![Rrn -- ··(169 SQ/FT OF PlANTlNG AREA AVA[LABLE-- 2 TREES REQUIRED __ . · .... ,.r" -·"' 816 SQ/,Fr' OF PLANTING AREA ___ ,, · 1 MATCHLINE SHEET L 1.1 • • •• • Ill •• 667 SQ/FT OF PlANTING AREA BICYCLE RACK 3, 153 SQ/FT OF lAWN AREA ' ' ' ' ' • ' ' ' ' ' ' ' i··-C ··of- ' ' ' ' ' ' ' ' ' / •. ' ' ' (; ___ , .. <: -: .. -:··· -~;~ '~ ., .... -.,~ .. -.. -,):. _, __ ~ .~_,•j,,;. -... _ -.-. ---~---'.;.:r· --.. -~ --· ... -·-k7~=~---;(_-.:_., _-=------- FOR PLANT SCHEDULE, NOTES AND DETAILS SEE SHEET L 1.4 SITE PLAN REVIEW SUBMITTAL VERTICAL: NAW 19B8 HCRIZQtfttL:: NAO 1983/1001 AS NOTED l----l-----------------------1----l----l----l D£S1QNED: D. WOJTALA S. MCINlYRE """"""' f-----+------------------------------------------1------+-----I-------I D. WOJTALA NO. REVISION BY DATE APPR APPR<MD, DI£ INCH AT FULL SCALE IF' NOT ONE: INa-1 S'CALE ACCORDINGLY •• _.__. ' ' j ------ / ' ' ) ' ' I \ I ·' / I / / .,./ i I I - I ' 'i I .I ! .,:·J / ;,. ~. ' I ' I // ! / r,{ j .• / i I ! I i / I I / / i ' i ------- ,--------------~-------------~ Checked for Comp,!iance to City Standards "'~?1/\?ISTATE OF \v, WASHINGTON REGISTERED 2 SCAPE ARCHITEC . 2.'9'. . NO~CE MJERATIOO Cf lHIS DOCtJMENT SHALL IINAIJDAIE 1HE P~ SEAL AAD SCW,l!RE. f\OOCATIOH Cf TltS DOOJME!ff DCt:S /lOT OCROOATE ffil'.'4 ~v[[l O'iNERSHP ~ IN IT. 1H1S DOCUMENT IS FOO USE CtlY fCR THE PROifCT IDEM1FIED ii lHE TITLE BLOCK Nill IS IIOT TO EE USE!) Fffi RfPAIR, RrnOIIEL 00 AOOmON TO lHAT PRO.Eel ffi f(JI NlY OIIER PRO.ECl. GRAPHIC SCALE 0 10 20 40 FEET ~--~ I 1• = 20 FEET TACOMA· SEATTLE· SPOKANE · TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB "'"" CITY OF RENTON SPRING GLEN ELEMENTARY SCHOOL 14 NOV 2013 Planning/Building/Public wdrks Dept. SITE IMPROVEMENTS ,-·[' ,-··.•· ,, i[:i" AEIJlBOC>K, 1,,1 ' ..• ; ' . •, ' ! ' i ! ": ·-,,, ·"' , . ,~ PAGE: RENTON SCHOOL DISTRICT NOV 15 201 3 "=""""=,~. "°'~---1 LANDSCAPE PLAN L 1.3 (:rrv ::_. > : SHEET: Of: h.,\:.:, .. X 13 A-NNNNAA w ::;; <( z I- 0 w ...., 0 a::: a.. g I Cl) Cl) I a.. a.. a.. Cl) I-z w ~ w > 0 a: a.. ~ w I--Cl) _J 0 0 I 0 Cl) >-a: <( I-z w ~ w _J w z w _J CJ CJ z -a: a.. Cl) NOlES: 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. FINISHED GRADE TREE STAKES - (2) PER TREE REMOVE EXCESS SOIL AT ROOT COLLAR OF TREE. EXPOSE ROOT COLLAR FOR INSPECTION BY LA 3• OF MULCH-TAPER MULCH NEAR TRUNK. NO MULCH AGAINST TRUNK BACKFILL WITH SOIL MIX AS SPECIFIED -WATER IN 6" LAYERS DO NOT TAMP f'4.-----SCARIFY SIDES OF PLANTING -4----'----L-' _,_,......_ PIT 2X THE SIZE OF ROOTBALL ----REMOVE WIRE BASKET & BURLAP FROM TOP AND SIDES OF ROOTBALL ----LIGHTLY COMPAClED SOIL MIX, WATER THOROUGHLY DECIDUOUS TREE PLANTING 1" = 1 '-0" P-2013-0241-02 PLANT SCHEDULE TREES .c.QQE. BOTANICAL NAME FL FRAXINUS LATIFOLIA FO FRAXINUS OXYCARPA 'RAYWOOD' TM PV PARROTIA PERSICA 'VANESSA' PO PICEA OMORIKA UP ULMUS X 'PIONEER' SHRUBS CODE BOTANICAL NAME 0 CK CORNUS STOLON I FERA 'KELSEY!' 0 PL PRUNUS LAUROCERASUS 'MOUNT VERNON' 0 SG SPIRAEA JAPONICA 'GOLDMOUND' GBOUND COVERS oo:lE. BOTANICAL NAME AM ARCTOSTAPHYLOS UVA-URS! 'MASSACHUSETTS' II JE JUNCUS PATENS 'ELK BLUE' NOTE: 1. ALL GROUNDCOVER TO BE PLANTED AT EQUAL SPACING (TRIANGULAR) PER O.C. SPACING ON LEGEND. GROUNDCOVER (TYP.) 3" OF MULCH FINISHED GRADE GROUNDCOVER SPACING PLAN e e SPACING AS SPECIFIED BACK OF CURB OR BEDLINE GROUND COVER ,,.__ BACKFILL WITH SOIL, MIX WAlER IN 2X THE SIZE OF ROOTBALL OR CONT. LIGHTLY COMPACTED SOIL t.!IX, WATERED THOROUGHLY FOR CONTAINERIZED GROUNDCOVER fi:l ! NOTE: 1. REFER TO SPECS FOR ADD'L INFORMATION. ~ t;; L.I <O co- ::J ~ 1:::11'5 (/) u.. FINISHED GRADE • "' 2X THE SIZE OF ROOTBALL OR CONT. (' 2 " GROUNDCOVER PLANTING , J NTS - P-2013-0241-03 0 ~~RUB PLANTING COMMON NAME REMARKS OREGON ASH 1 GAL 2 RAYWOOD ASH 1 GAL 10 PERSIAN PARROTIA 2" CAL 5 EVERGREEN OR DECIDUOUS SHRUB ROOT COLLAR OF SHRUB SHALL NOT BE COVERED WITH SOIL OR MULCH. EXPOSE ROOT COLLAR FOR INSPECTION BY L.A. 3' OF MULCH FORM CONTINUOUS 2" HIGH WAlER BASIN BERM BACKFILL WITH SOIL, MIX WATER IN LIGHTLY COMPACTED SOIL MIX WATER THOROUGHLY P-2013-0241-04 COBBLE---~ SEE SPECIFICATIONS LANDSCAPE FABRIC 95% COMPACTED SUBGRADE OR UNDISTURBED NATIVE SOIL GENERAL LANDSCAPE NOTES 1. SUBMIT TO LANDSCAPE ARCHITECT (L.A.), ONE MONTH PRIOR TO CONSTRUCTION, CONFIRMED PROCUREMENT ORDERS FOR ALL PLANT MATERIAL. PROVIDE THE QUANTITY, LOCATION, PHONE NUMBER AND ADDRESS OF THE GROWER. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING QUANTITY OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. IF A DISCREPANCY BETWEEN THE PLAN AND PLANT SCHEDULE IS ENCOUNTERED, NOTIFY THE L.A. FOR CLARIFICATION IMMEDIATELY. 3. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. PROVIDE HEALTHY WELL-BALANCED PLANT MATERIALS AS ,SPECIFIED. CONTACT L.A. IN WRITING 3 WEEKS IN ADVANCE OF PLANT MATERIAL DELIVERY TO ESTABLISH ON-SITE INSPECTION., PLANT MATERIAL SHALL NOT BE INSTALLED UNTIL IT HAS BEEN APPROVED BY THE L.A. 4. 5. 6. 7. 8. 9. ALL PLANT MATERIAL SHALL BE PLACED IN ONE ISOLATED LOCATION ON THE PROJECT SITE AND PROVIDE UNRESTRICTED ACCESS FOR VISUAL INSPECTION OF INDIVIDUAL PLANTS. PLANTS SHALL BE ORGANIZED IN BLOCKS BY SPECIES AND SUFFICIENTLY SPACED TO OBSERVE OVERALL GROWTH HABIT. TREES SHALL BE UNTIED AND BRANCHES SEPARATED. UNACCEPTABLE PLANT MATERIAL SHALL BE REMOVED FROM THE JOB SITE. ' SEE CIVIL DRAWINGS FOR GRADING AND UTILITY LOCATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING LOCATION OF ALL UTILITIES. CALL FOR UTILITY LOCATE PRIOR TO EXCAVATION (800.424.5555). CONSULT WITH GENERAL CONTRACTOR PRIOR TO EXCAVATION. IF UTILITIES ARE ENCOUNTERED, CONTRACTOR SHALL PROMPTLY INFORM GENERAL CONTRACTOR AND REPAIR ANY DAMAGES. OBTAIN WRITTEN APPROVAL OF FINISHED GRADES FROM LANDSCAPE ARCHITECT PRIOR TO PLANTING OR SEEDING. CONTRACTOR SHALL IMPORT MINIMUM 6 INCH DEPTH OF SANDY LOAM TOPSOIL FOR ALL PLANTING BED AREAS. COORDINATE WITH GENERAL CONTRACTOR TO DETERMINE QUANTITIES NEEDED. CONTRACTOR SHALL IMPORT A MINIMUM,4 INCH DEPTH OF SANDY LOAM TOPSOIL FOR ALL SEEDED AREAS. 10. CONTRACTOR SHALL INSTALL IRRIGATION SYSTEM TO PROVIDE COMPLETE UNIFORM COVERAGE TO ALL NEW PLANTINGS EXCEPT LAWN AREAS. TEMPORARY IRRIGATION SHALL BE PROVIDED FOR LAWN AREAS UNTIL ESTABLISHED. 11. CONTRACTOR SHALL CLEAN UP ALL DEBRIS AND LEAVE SITE IN A NEAT CONDITION. 12. CONTRACTOR SHALL MAINTAIN THE SITE AS DESCRIBED IN SPECIFICATIONS AFTER FINAL ACCEPTANCE IS RECEIVED IN WRITING FROM THE OWNERS REPRESENTATIVE. 13. CONTRACTOR SHALL WARRANTEE THE PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE. EASE EDGE, BOTH SIDES TURF TOPSOIL SEE SPECIFICATIONS (2) #4 HORIZ. REBAR, CONT.3' CLR., TYP. NOTE: REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. • 0 I "' 5/8' HOLES FOR ANCHOR BOLTS (ANCHOll PER MANUF. RECC.'S.) 1·-1~· ~---CONCRElE WALK OR PAD • 2' SCH 40 PIPE (2.375' OD) CONCRETE MOW STRIP FAIRWEATHER BIKE RACK SERBIAN SPRUCE PIONEER ELM COMMON NAME KELSEY DOGWOOD MOUNT VERNON LAUREL SPIREA COMMON NAME MASSACHUSETTS MANZANITA SPREADING RUSH 6-7' 8&8 4 1" = 1'-0" 2" CAL 17 .cmrr QTY REMARKS 1 GAL 366 2 GAL 362 2 GAL 86 CONT SPACING REMARKS 4" POT 36" o.c. 957 4" POT 12" o.c. 1,203 SITE PLAN REVIEW SUBMITTAL l----+-----------------1--+----c!------I DESIGNED: D. WOJrAI.A S. MCINlYRE CHEOKED, 1-----1-~---~~--~~--------t----t-----1~~--t D. WOJrAI.A NO. REVISION BY DATE APPR APl'RCNED, AS NOTED Of£ INCH l AT F1Jll SCALE F NOT ONE INCH SCALE ACCORDINGLY VERTlr.AI..: NA.W 19BB HCIRIZONTll: tw1 11l83/1QQ1 P-2013-0241-13 1/2" = 1 '-0" \ ' Checked for Compliance to City St~ndards ' \ ., "' ' ~/').')/\')STATE OF ' WASHINGTON REGISTERED LA SCAPE ARCHITEC -~ DANIEL E. W ALA LICENSE NO. 561 EXPIRES ON 10/08/2013 NO]CE ~LTERATIOO ~ 1HIS OOCI.JMENT ~ tWJllDAIE 1HE PRCfESSICWJ. !:£AL AHO SlGNAlUlf. FOOUCAllOH ff" TIIIS DOCUMENT DOCS NOT DEROGATE F~ l,fS[Ri{[) OWHERSHP R!QflS IN IT. THIS DOCUWENf JS FOO U9: CU.Y fill ll£ Pl!Oi.ECT IDOllfID K THE TITlE BLOCK NO JS NOT TO BE IJ5ED FOO REPAJR, ROIOO[l 00 ACOITIOH TO THAT PRO..ECT CR fffi Alff On£R PR(l.(Cl P-2013-0241-05 TACOMA· SEATTLE· SPOKANE · TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB CITY ©F RENTON SPRING GLEN ELEMENTARY SCHOOL 14 NOV 2013 SITE IMPROVEMENTS [~EC: !\/ D P.MiE: ""''""'"" RENTON SCHOOL DISTRICT Nov I 5 Ztll 3 LANDSCAPE NOTES AND DETAILS (?rv :: \ .~·tJ;\J '-SH-m.-. --.. ,-~ Planning/Building/Public W6rks Dept. I DRAWING NO: L 1 .4 ' ;_ •'\'' ' l'i .: -X 13 A-NNNNAA I.LI ~ z 5 I.LI ..., 0 ~ n. ~ I Cf) Cf) I a. a.. a. C/J I-z UJ ~ UJ > 0 a: a. ~ - UJ I--(fJ _J 0 0 I () (fJ >-0:: <( I-z UJ ~ UJ _J UJ z UJ _J C') C') z -a: a. (fJ S1' 44' 32"E 197.65' N88' 16' 27"W 47.19' FIRE HYDRANT --- NO. ---- ------ REVISION BY DATE APPR ·1'!· G 0 118.91' SURVEY LINE OF 250' BPA R/W PER K.C.S.P. REC. NO. 8107299002 G N42' 32' 48"W 234.90' w.i~'f"iif'LIMITS OF WORK H hi,c:ir--EXISTING BUILDING c!JF DRIVEWAY ............ 5CIU'! -AS NOTED A BRAUN -F. KATONA °"EINCH -AT FUU.. SCAlt W. FIERST F NOT 0t£ INCH -"""-E ACCORlllNOLY S. COMFORT ..........., "'"'~ HORIZaff'AI.: NAO 1 1~1 VICINITY MAP NOTTO SCALE NOTES: 1. NO STREAMS, LAKES, OR W~TLANDS LOCATED ON OR ADJACENT TO SITE. TITLE REPORT NOTES THE FOLLOWING TITLE REPORT EXCEPTIONS ARE NOTED, BUT CANNOT BE MAPPED: • EXCEPTION 7, RECORDING NO. 20050513001116, IS A UTILITIES EASEMENT 10 FEET WIDE AND CENTERED UPON THE GRANTEES FACILITIES AS CONSTRUCTED ORTO BE CONSTRUCTED. THIS EASEMENT IS DEFINED BY THE LOCATION OF THE ELECTRICAL FACILITIES. • EXCEPTION 8, RECORDING NO. 4132659, IS A RESERVATION OF MINERAL RIGHTS WITHIN THE PROPERTY UPON THE SALE OF THE PROPERTY. PUGET SOUND POWER AND LIGHT CC)MPANY RETAINED THE RIGHT TO MINE, QUARRY, AND PROCURE COAL, OIL, AND MINERALS BELOW THE SURFACE. • EXCEPTION 11, RECORDING NO. 5169416, IS A SLOPE EASEMENT FOR CUTS AND FILLS ON THE PROPERTY ASSOCIATED WITH SE 164TH STREET. THE EXTENT OF TME SLOPES WOULD BE DETERMINED BY FUTURE ROAD IMPROVEMENTS. • • EXCEPTION 12, RECORDING NO. 20031013000893, ESTABLISHED CONNECTION CHARGE RATES FOR BENEFITED PROPERTIES DUE TO THE INSTALLATION OF A NEW WATER MAIN. i SEE SHEET S2.0 \ \ l 5 l Checked for Compliance o City Standards I E GRAPlllC SCALE 0 40 80 ~-~ 120 160 I 1 240 FE ! 1• = BO FEET TAC O MA· SEA TILE· SPOKANE · TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB """' ~~ CITY OF: SPRING GLEN ELEMENTARY SCHOOL OCTOBER 2013 .JI RENTON . -\ Planning/Building/Public Works Qept. SITE IMPROVEMENTS F;''::~·-·-:\ ··:: ~ RENTON SCHOOL DISTRICT ......, ... SITE PLAN OCT 2 ,J 20!3 S1 .0 ( ',SHm: or, 17 g I Cl) Cl) I a_ a_ a_ Cl) 1-z w 2 w 6 a: a.. 2 w t:: Cl) .....I 0 0 I 0 Cl) ~ ~ z w 2 w .....I w z w .....I (!J (!J z -rr. a.. Cl) ~/ / '~1 \I i ~J-,,,. / · l J ----·-+ -D--,Jk-·· 1· --r SITE PLAN REVIEW SUBMITTAL t-----1----l 5UIMYED: SC,',l,E: ··-.. .. . . j----1·-------------------1----1----_j____ __ tr.:::=:-------1 \milCN, HAW 11!8!1 1 """""" AS NOTED ""'"''"'"'' "'" ,,..,,.,, A BRAUN ""'""' F. KATONA i--:~~------------------+----1-----l-,----l QEl:l<EI> NO. REVISION BY DATE APPR t--=c::W~.·...:.F..=IE:.:.:RST:.;__-1 S. COMFORT ONE INCH ATFl.lLL~ F HOT a£ INCH sr,i,:H:CQIIDIHGI.Y I I 0 15 l.l ml ~ CITY OF RENTON Planning/Building/Public Works Dept. GRAPHIC SCALE 30 45 60 ~ ' ! 1" ; 30 FEET 90 FEET I /J.l!R\llOi(fllflS e:::,E'"'1l.OVMIDA\ElH£ TACOMA· SEA TILE· SPOKANE · TRI-CITIES f'R(fiSSI00,1,1 VJ.. 00 ::Z!l!AlliRE P\/BUCATIOH Cf THIS DOOMJH DOCS NOT DffiOO!ilE fR«.t R£S!1MD OY!lifRSJ!p mG-!TS tl rr. ms DOO..llrnT rs R:a USE 2215 N rlh 3 . "'-"01 •• "'"'"' "10\1\fl])" .. m ~"" o 0th Street, Suite 300 Tacoma WA 98403 Nill JS NOT 10 SE usm r«i RO',IJR, REJ,jOOQ. 00 253 383 2422 2 ' .,., .. ro ™'-" """' ""'rn" """"'· · . TEL 53.383.2572 FAX 1wiw.ahbl.com WEB !MTE: OCTOBER 2013 SPRING GLEN ELEMENTARY SCH©OL.:·-~:\ ir:.D SITE IMPROVEMENTS ,·,. . '. ·'- RENTON SCHOOL DISTRICT oc r 2 4 ?013 OF: • 17 S2.0 ,.. ..... , . ,:, , ,I SITE PLAN A-NNNNAA w :::. < z ti w ..., 0 a::: [l.. ,. g I (/) (f) I CL CL CL (/) I-z w ~ w > 0 a: CL ~ w !:: (/) _J 0 0 I 0 (/) >-a: <( I-z w ~ w _J w z w _J CJ CJ z -a: CL (/) ' ,, , / / / ,, , --- .• ·-·=·_,,,,.,~,':·~---""'~ --'=''='-·· ...-··--". I / / I ' ( i ' I ' : j i ; ; 1 I / I ,I 1 I I I I : I • : j I j J ; ~ j 3 I I lf, !.·>f/i'/ !l , ' ' m j I £j I iii i I ./" Ii I ti !ii I 11 !l I I i " ' ! I! ,i I \ I ' i, \ : ii\ ------ ' \ . \ ,-.'.c>lj•"'"'~'.,SF~•==··' r I ' t *'i: "t\'i"- --··--~ -,~•"' 1 Ii I \ \: ' I' i I I l I I ' I / I 1 I I I I I , I I r'· i I I / I / / I .. · ~ . ., ' ! ' i I / ' -· ~ .-,--,-~· .. ~ .... ~·~. . ·;-1 ·• ' ) ', ) I I / '\,/ ·,. '\.' / ' ,, ' I \ I l \ ,. I .1: ' ..... I · . - ·1 'K~··""'· ,. ,. -~ ' -, : . ·'.'.-1 . } ....... -.. .. . '_,,_ . ,r' ' , -:~-.,·.·.~ ~-I." • 's, -·-···-J'"'-1 \ ' \ \ \ \ '\ I \ I \ \\. I \ I \ / ' . \ I I j 1 \ :Ii 11' I .1,',, ll c r' .! !i \ \ I \, I ,-" 'i / 1m ' ' t , \ ~, \. ll fr ·/ ' ' '\ \ Ii 'j I ! I ,, , \, . \ ~ I 1· '~ I \ ; t:'I I I\ 1.,, ' I I, '' 1 I ' \ '1 Ii\ ,1 , , 1 i1' u \ 1 1 . I i I I i I" I I ' ' \ 1, ! · 1,1 /! .. · .. ·.,'. I ' !1J .\J. 'J /· ,, ! a \ \ : 111 '!i 1.· I I ·, lj I I I ' ! j I ';l t i :l 11 I a. hi' , " i'-!: fl i I • I (. I ~ ,d ii J, I ~j E I "' ~ ' "j ' J i Ii?' ~ ' I 'F. ' F : i i;,i )_JI I ,1 I ,· I ·1ri-tr rl,=.-~ \. I ~~"~·~@:~ ~t· \ L.:;:;:::::t-' . ~~ "\, '\:'s-_ • '•" --"'I" ,··, ' -~ -: '· ' \ \ /. I " ;Z :w i> '<( I : .c I~ . ' . ,··,.·r ~ /,~L.J ' " ' TREE INVENTORY NOTES EXISTING ON-SITE TREES AT THE WEST SIDE AND SOUTHEAST CORNER OF THE PROJECT SHOWN TO BE DEt.lOLISHED WILL BE REPLACED TO MEET CODE REQUIREMENTS FOR THE OVERALL SITE IMPROVEMENTS. REFER TO PLANTING PLANS FOR TREE REPLACEMENT LOCATIONS • OTHER EXISTING TREES ON THE NORTH SIDE OF THE PROJECT SITE (THAT ARE A MIX OF EVERGREEN lYPES) ARE OUTSIDE OF THE CLEARING LIMITS AND WILL NOT REQUIRE PROTECTION MEASURES. LEGEND <'"'>\ ( '* ~PRUCEY - EXISTING ON-SITE TREES AND ASSOCIATED CANOPIES EXISTING TREES TO BE DEMOLISHED GRAPHIC SCALE 0 15 30 ~--~ 30 FEET 60 FEET I Checked for Complianci to City Standards NOTICE TAC OM A· SEATTLE · SPOKANE · TRI-CITIES SITE PLAN REVIEW SUBMITTAL AL1ERATIOO Of THIS DOCVMOH SHALL IMV,1,!JOATE THE ffiCfESSOl.ll. :£AL »o SGNAT1JRL PUBUCAnON Cf TtllS COOJKNT O({S NOT DEJIOOATE FRCM RESEHIID OIINER~P RIGHT$ IN ff. THIS llOCUIENT IS RR USE ONLY FOO THE PRQ.fCT OOTIFIED JN l}f TillI llOCK "11D IS NOT TD ilE usrn FCR REP~. REIIOOEl OR AllUTIOO TO JHAT PROJECT OR FCfl; ANY OTHER PRll.!CT. 2215 North 3oth Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX V.\\W,ahbl.com WEB t---+-----------------------1---·l----t---l "'''''"'o. WOJTALA DRAWN: S. MCINlYRE CHECKED: !---+---------------------+---+----+---! D. WOJTALA NO. REVISION BY DATE AP PR """""" AS NOTED ONE JNa-1 AT FULL SC'AE IF NOT ONE !NQi sc.\l.E ACCORDINGLY 'v'ERTICAL: HAW 1-~~ liORIZOHTAL: MAD 19&:511981 CITY OF RENTON. Planning/Building/Public Works ,Dept. -· SPRING GLEN ELEMENTARY SCHOO{ ~~ , .. ™TE: ' qcTOBER 2013 SITE IMPROVEMENTS Ger 24 RENTON SCHOOL DISTRICT 2013 '=:.,.=· .~NO~, -~ TREE INVENTORY PLAN L 1.0 X ""13 A-NNNNAA g I Cf) Cf) I Q_ Q_ Q_ Cf) 1-z w ~ w > 0 a: Q_ ~ w 1--Cf) __J 0 0 I 0 Cf) >-a: <( 1-z w ~ w ....I w z w __J CJ CJ z -a: Q_ Cf) / / \ / / [j / LL/ I ,(, / \ ' •• -~ . • t! . . ti ~ ~"' -..... :r ~., "' I "'!/ 't / .... • ---1., /*'• ... ,;,_,; . . \ ·-·--,x~. ~-* ~·· -v-·· %:l-"*: ' --- _ ): . .,, •• ,.,~ J: • .:i:-.• , }'. ::J' .... ~• }:-J'--••-i{ a•-""'"' ;f--w- "' "' "' "' "' "' "' "' "' "' -·· ~ ,... ___ " ,j, ~ ~~ ~ rn~ rrst t~~'41 I! m "'~-·:;;-·---~--'",.v ·-·~,..i,-... -4-... '4:.,., • '.':'-'V "' "' "' • • I , ~27,285 SQ/Ff .OF LAWN AREA--r, I I i • ,Iv I 'V 'V ; 'V f J -v wl "'; ;I-' l "' • • • • • :r "' "' "' -~-,'.!, •. -·-··"'·· w, "' "' ,"'-·"'"' ... "' "' "' 11-----:.: / /i ~/~ ... r "' .... ,... "'_,.."' • •n--~~--- • • N------..;..- ' / I, '\ I 'II-----~~- • , / / 235 SQ/FT OF PLANTING AREA / / v}' ¥ {,,,. -------1/ / , ' / 'ii------+-F-113 SQ/FT Qf-;-· -~---11 Pl.ANTI' AR~ EACH .....1--. / I • • ; '1 "' ' "' "' \ "' -v! ~t-···/"' ·---~ "' \"' ... li • I t r~ ,v '\ "' i '."' .1 "' j....- ,1 • 1 -4 \ "'i. 1"' 1-.i, • 1 J "' ! 'V "'i ,vj ,.. !'" I "' "' j "' ''(,i, ~ r 1 • • I • ~ i ' "' I .... ' "' I ,• ·1 1 • ., , j • /" ~ \ ~. ·1 • I' . • I 'V J .... .... 1· r 1· 1 .... j-., "' • J • • I' • • • / c, / w 1 • • / • • • • • • • • / j i ·"'V • • / • • ····-·· • • • • • • "' '"'""' ,v· ---.:; 229 SQ/FT OF Pl.ANTING AREA \ • "'-----'+' • • • • • ,'It --"'V •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • I • • • I • I• I • • I • • • • • • • • • • • • • • • • • • '"' ,... • • • • • • • • • • I r • • .. • • i / • • I • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • 7 • • • • • • • • • • • • • • • • • •• ; • • • • -.. • • • • • • • • • • • • • • • • • . , • • • • • • • • • • • • • • I I / • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • . , • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • , . • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • -;,..----"' -• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • / / / / • • '! ...... , • • • • • • ' \ "' I "-_·;., • f • ·1 • "' / "' '• • j ; .... / • • • • • • • • • • ·--~-·- • • • • • • • • • • • • • • • • • / i / • ·, / / \ . •• ' i • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • -. • • • 5,613 SQ/FT Of LAWN AREA-~ i j ' • • • • • • • • • • • • • • • • • • • • • • • • • ,, PLAN NG ARHA --++---- \._ / / 31 PARKING SPACES, 775 SQ FT Of PLANTING REQUIRED 783 SQ FT OP'PLANTING AREA AVNLABLE !! TREES ~~QUIRED ·-' • • • • • .t ' /• • • • • • • • • • • • • • • 338 SQ/FT Of PLANTING AREA 22 SQ/ Of P TIN~ / 228 SQ/FT OF PLANTING AREA _ _,, 783 SQ/FT OF PLANTING AREA , .... \ CONCRETE MOW STRIP/ 213 SQ/FT OF PLANTING AREA i;,'. I I I 12 • UJ UJ II Ii _J II .o ~ / • • • • I I • 2 l !// . , I. // • u.==.==.==.e==.o==.o==;r-=;.;:==;.c==;.:;==;.:;==;.~°";.,~ • • • • • • • • • • • • • • • • • • • • • • • • • • • • / • • • • • • • • • ! ! / • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •· • • • • • • • • • • • • • • • • • • '-------• • • • • • • • • I • ,:, ; t "' . .., 'V: .·i·.,·.f··---------, "' .., "' \ .~------Jc-:!'-c• ~"'. •-rc•t/,;,,.7•7/,;'7-,/T7',,>,:"7'.y,•,-;/f•,;,7:7.•r/r,;;r;,-, :;•4/7/-;;/'7,77,7:/'7/Z-,-,,:;z;,,,,/7·7--.~-:;-'777';,".,~/7:~·,;·-;77/7.,".,7.~,;,:,;,,;;,;;7~77-::::·,:;~-,:/;,·-?-fU.:i...1~77;,;;7,7;:;,,,;,i'.,.7;:;/'7'.T/?7 I •• •• • ·• " wf "'!, •• •• MATCHLINE SHEET L 1.2 ~ 20,807 SQ/FT Of LAWN AREA • 'ia •• Ill • •• . . -· •• •• •• •• I ' -------------' --- GRAPIUC SCALE 0 10 ~--20 ~ 1" = 20 FEET 40 FEET I ' FOR PLANT SCHEDULE, NOTES AND DETAILS SEE SHEET L 1.4 Checked for Compliance',:to City Standards NO. REVISION BY DATE APPR SITE PLAN REVIEW SU BM ITT AL SUIM;TED: ~ DESIGNED: D. WOJTALA """"' S. MCIN1YRE CHECK~ D. WOJTA!A AS NOTED ONE INCH AT FUU. SCALE IF NOT ONE INCH !CAI.£ AOOORIJINQLY -= """ \ ~ .. HOAIZONfAL: NAO 19&,/1991 CI1,Y OF RENTON Planning/Building/Public Works Dept. DANIEL E. W ALA LICENSE NO. 561 EXPIRES ON 10/08/2013 NOTICE AllERAilOO Cf IBIS DOOJMENT !WU INV.i.tJDATE TllE PR(f[SS~Af, SEAL 00 SIG'lAru!E. P\JBI.ICATIOO Cl' THS llOOJMDH DOES Nor OEHOOAlE FRa.! R(S[Ji't[J) OWNffiStlP RlGlTS ti IT, THIS ~£NT IS FCR USE ONLY FOO Il-lE f'Ro..ECT OOHlflED IN THE Till.£ 11.0Q( ANO IS NOT TO BE U'E FCR REP~ REMOC£L o,: TACOMA· SEATILE · SPOKANE · TRI-CITIES AOOlllOO TO THAT PROJECT Of! FCR w.l OIHEH f'fio..ECT. 2215 North 30th Street, Suite 300 Tacoma WA 98403 253.383.2422 TEL 253.383.2572 FAX WIIW.ahbl.com WEB SPRING GLEN ELEMENTARY SCHOOL SITE IMPROVEMENTS RENTON SCHOOL DISTRICT LANDSCAPE PLAN Der 2 4 20IJ ~m OCTOBER 2013 SHEU; OF: X 13 A-NNNNAA l w :a: <( z b w -:, 0 Cl:'. a.. g I U) U) I a... a... a... U) I-z w ~ w > 0 a: a... ~ -w I--U) __J 0 0 I 0 U) >-a: <( I-z w ~ w __J w z w __J CJ CJ z -a: a... U) a II • • • / / / / / • • 301 SQ/FT OF LAWN ARF.r,J--,,,-• . • • • • • • • • • ·------------·-------~,~--· I r~ "' /' ' '. -------·--;,·· .... ------------·, _L_ .• :..-----·· -----------. --·-··· .,.. \ ~----""' •.• of::"----· ··~ i: "''' •• •• 1 _/ 627 SQ/FT OF \ LAWN AREA ' • I . ! \ • I • • I 43 \PARKING SPACES, _1075 SQ/Ff Of,/ PLANTING REQUIRED . / -"---i-1,714:'.3";.SQ/FT OF PLANTING A~[A --- AVAIWlLE / ~--..-mE.:S REQUIRED ---- . ,117 SQ/FT OF ·n------/ PLANTING A,RfA-----U @g •. n--------1 • / / • • • • .......__ __ 2,349.5 SQ/FT OF LAWN AREA 79 SO/FT OF PLANTING AREA I 114 SQ/FT OF PLANTING AREA I ! II a \ \ a II • Ill 899 SQ/FT OF PLANTING AREA _.--/ OVERHEAD ----------/ . POWER LINE . Ill II a II ---- II a •• •• -, 634 SQ/FT OF PLANTING AREA I I ' / 11 PARKING SPACES, 275 SQ/FT OF PlAN,J.tN.G REQUIR~D 644 SQ/FT OF PLANTING AREA AVAIWJLE ~--.. ./ _ ,,./ / I I I I II I .... 1.+--J--130 SQ/FT OF PLANTING/AREA 225 SQ/FT OF PLANTING. AREA j• 4,f \ 't "' ' ;-v r---3,646 SQ/FT OF PLANTING AREA\ -2 TREES REQUIRED ,' ' 11111111111 240 SQ/FT OF PLANTING AREA,--...,: ....J 1-w w I (J) ii, \ w ' . \ \Ir ; 'f ' "' \ "' \• . ' '---249 SQ/FT OF PLANTING AREA ~-4,2f4 SQ/FT OF PLANTING AREA \ --------~-~-~--· .,,--, •.. , -·---.. ""'l \ FOR PLANT SCHEDULE, NOTES AND DETAILS SEE SHEET L 1.4 SITE PLAN REVIEW SUBMITTAL t=::::::::::::t=:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::==-------t---1----t----~~: ... :~= .. ~' _____ J~ AS NOTED D. WOJTALJ\ --NIM) t~ liOAIZOHl'All tWI 198¥1891 S. MCIN'JYRE f---t----------------------1----+--__j~--l atECKED: I D. WOJTALJ\ DATE APPR t-::N'l'RIMI>==---"--~ NO. REVISION BY ONE INat AT FUU. SCALE IF NOi' ONE INCH SCALE ACCORDINGLY \ I I ;, D, • I I w z Checked for Compliance:to City Standards ----------~-,-~ CITY OF RENTON Planning/Building/Public Works Dept. \~~)/\)STATE OF WASHINGTON REGISTERED L~SCAPE ARCHITEC ~~c.. DANIEL E. W ALA LICENSE NO. 561 EXPIRES ON 10/08/201.3 NOllCE AlTERATlOO Of llilS DOOJlilENT gjfil II/VA1.JDAT£ lliE PR.(f[Sl!OOAI.. SUL N4l ~GNATIJRE. P\JBUCATIOO Cf 11-ilS [)()a)W{T aocs HOT Dffi(X;,l,JE f'Ra,I l!ESER,£[) O\INER!HP RIGHTS i'l tT. llilS OOCUMENT IS fCft USE OIILY fOO IltE Pftl)..[CT OOtnflED iH 11£ TITtE !ll.OCK ,',HO IS ~T TO 6E USEC f<:R REPAIR. Rfll()[fl 00 Alllllllctl TO JHAT PRO..tCT 00 f(R ffl'f OIBER PRO.£<:T, s D PLA GRAPlflC SCALE 0 10 20 t.---~ 1" = 20 FEET 40 FEET I m\f+1:lr();m.:: _ 'l:11/i'\lic -'11 ,,. !{ ·'"' il -- TA C O M A· SEA TILE · SPOKANE · TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB SPRING GLEN ELEMENTARY SCHO,QL "'~crnsrn 2013 SITE IMPROVEMENTS ,,, ,_ , , ,1-=-=""""a,:--. --l REN~~~ ii~iii i~!~RICT Ger 2 4 ZDJJ .. i ·::m ~ L 1.2 Sl'iEET: Of: X 13 A-NN.NNAA I- ~ I Cf) (/) I a.. a.. a.. Cf) 1--z w ~ w > 0 a: a.. ~ w I-- Cf) _J 0 0 I () (/) >-a: <( 1--z w ~ w _J w z w _J CJ CJ z -a: a.. Cf) ··==--- MATCHLINE SHEET L 1.2 -r··= •• I I l • I ' ) I . ;· I /// I / ' J .I • \_ · .. ::, / \~) / • ; / -()- I (i I ( \ \ ' ·1 OBtr1 /\VEr,JlJ 1,756 SQ/Ff OF LAWN AREA t .. •• .. 1 .. '111,•' ., ' ' I\ I ' ' MATCHLINE SHEET L 1.1 . .. . -.. ·i........uif~ 667 SQ/Ff OF PLANTING AREA ' ' .. BICYCLE RACK • • _.c:..:_ ---' -----------·--__ ..,J . •·· ··-····•L•,--,-sl' / 1, 16!t.SQ/Ff OF PLANTING AREA / / --/ --~--~ --. 9 PARKING'SPACES, 225 SQ/Ff OF PLANTING REQ\)IRED · / --1:f 69 SQ/Ff OF PLANTING AREA AVAll,ABLE · · .... 2 TREES REQUIRED~ .. ·· ~. .. ijJ 6 SQ/FT: Of ·;LANTING AREA . -+--/ \. 165 SQ/Ff OF PLANTING AREA 3, 153 SQ/Ff OF LAWN AREA ,-~---- · "'t "'_{. t f E ~E~ C f ' ' ' ~~o E. f f E . f t t E ' ' ' ·, FOR PLANT SCHEDULE, NOTES AND DETAILS SEE SHEET L 1.4 SITE PLAN REVIEW SUBMITTAL \'mTlCH.: N,1!/1) 198fl HORIZONTAL: N,fD 1983/1991 AS NOTED f-----+-----------------------1---1----1-----I DESIGNED; D. WOJTALA -S. MCINTYRE CHECKED: f----f-----------------------,f----f----1------1 D. WOJTALA NO. REVISION BY DATE APPR ONE INCH AT FULl Sf.M.E If' NOT ONE INCH SC,1,1.E NXXlRDINOLY •• ' ' f /\_ E ·' E ., ' f f E /\. f ' ' ' ' ----- . . i \ I * / _:;_:.-~ I . l I I . ' I I ' I I Checked for Compliance io City Standards CITY OF RENTON Planning/Building/Public Works Dept. I I / \ I .. I ' ' / , I -.·- I I ', !,; . ' \ '· ( I& ! .\ / If '1 // : ' ! DANIEL E. W ALA LICENSE NO. 561 EXPIRES ON 10/08/2013 NOTICE Al.~1100 Cf TIIIS OOOJ.IENT [iWl. lN~AUDATE TI!E ffiCfESSK)IIAf. SUJ. 00 SlGNAl\ff~. PUEllCAllOO Cf THS OOCl!MENT OOCS NOi DEJl(x;AIE FRW RESEII.W O\\tlERSIP RK;/llS IN IT. lHIS DOOJ,l[Nl IS F~ US!:: ONLl' HR lHE l'Ro..EGT llENTIFIID IN Tl£ lll\£ ELOCK ANO IS NOT TO 6E USlll fCR REP>R, REM<lll OR ,IJlDITKfi TO THAT PROJECT OR F'C8 >i!Y 0111ER PRO.ECT. GRAPHIC SCALE 0 10 20 40 FEET ~--~t===---1 1" = 20 FEET TA C O M A· SEA TILE · SPOKANE · TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB ~TE: SPRING GLEN ELEMENTARY SCHOOL SITE IMPROVEMENTS RENTON SCHOOL DISTRICT LANDSCAPE PLAN OCTOBER 2013 1;1R11¥NG NO: oc r 2 4 zo r1 L-.. _,, _L_1 _. 3___, .,. ,, SHEfT: X ""13 A-NNNNAA w :::;; <( z ~ -:, 0 a:: a.. § I (j) (j) I a.. a.. a.. (j) I-z w ~ w > 0 er: a.. ~ w I- (j) .....I 0 0 I 0 (j) >-er: <( I-z w ~ w .....I w z w .....I CJ CJ z -er: a.. (j) GENERAL LANDSCAPE NOTES I. SUBMIT TO LANDSCAPE ARCHITECT (L.A.), ONE MONTH PRIOR TO CONSTRUCTION, CONFIRMED PROCUREMENT ORDERS FOR ALL PLANT MATERIAL. PROVIDE THE QUANTITY, LOCATION, PHONE NUMBER AND ADDRESS OF THE GROWER. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING QUANTITY OF PLANTS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. SCHEDULE IS ENCOUNTERED, NOTIFY THE L.A. FOR CLARIFICATION IMMEDIATELY. IF A DISCREPANCY BETWEEN THE PLAN AND PLANT 3. ALL PLANT MATERIAL SHALL CONFORM TO AAN STANDARDS FOR NURSERY STOCK, LATEST EDITION. PROVIDE HEALTHY WELL-BALANCED PLANT MATERIALS AS SPECIFIED. CONTACT L.A. IN WRITING 3 WEEKS IN ADVANCE OF PLANT MATERIAL DELIVERY TO ESTABLISH ON-SITE INSPECTION. PLANT MATERIAL SHALL NOT BE INSTALLED UNTIL IT HAS BEEN APPROVED BY THE L.A. ALL PLANT MATERIAL SHALL BE PLACED IN ONE ISOLATED LOCATION ON THE PROJECT SITE AND PROVIDE UNRESTRICTED ACCESS FOR VISUAL INSPECTION OF INDIVIDUAL PLANTS. PLANTS SHALL BE ORGANIZED IN BLOCKS BY SPECIES AND SUFFICIENTLY SPACED TO OBSERVE OVERALL GROWTH HABIT. TREES SHALL BE UNTIED AND BRANCHES SEPARATED. UNACCEPTABLE PLANT MATERIAL SHALL BE REMOVED FROM THE JOB SITE. 4. SEE CIVIL DRAWINGS FOR GRADING AND UTILITY LOCATIONS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING LOCATION OF ALL UTILITIES. CALL FOR UTILITY LOCATE PRIOR TO EXCAVATION (800.424.5555). CONSULT WITH GENERAL CONTRACTOR PRIOR TO EXCAVATION. 6. IF UTILITIES ARE ENCOUNTERED, CONTRACTOR SHALL PROMPTLY INFORM GENERAL CONTRACTOR AND REPAIR ANY DAMAGES. 7. OBTAIN WRITTEN APPROVAL OF FINISHED GRADES FROM LANDSCAPE ARCHITECT PRIOR TO PLANTING OR SEEDING. 8. CONTRACTOR SHALL IMPORT MINIMUM 6 INCH DEPTH OF SANDY LOAM TOPSOIL FOR ALL PLANTING BED AREAS. COORDINATE WITH GENERAL CONTRACTOR TO DETERMINE QUANTITIES NEEDED. 9. CONTRACTOR SHALL IMPORT A MINIMUM 4 INCH DEPTH OF SANDY LOAM TOPSOIL FOR ALL SEEDED AREAS. 10. CONTRACTOR SHALL INSTALL IRRIGATION SYSTEM TO PROVIDE COMPLETE UNIFORM COVERAGE TO ALL NEW PLANTINGS EXCEPT LAWN AREAS. TEMPORARY IRRIGATION SHALL BE PROVIDED FOR LAWN AREAS UNTIL ESTABLISHED. 11. CONTRACTOR SHALL CLEAN UP ALL DEBRIS AND LEAVE SITE IN A NEAT CONDITION. 12. CONTRACTOR SHALL MAINTAIN THE SITE AS DESCRIBED IN SPECIFICATIONS AFTER F!NAL ACCEPTANCE IS RECEIVED IN WRITING FROM THE OWNERS REPRESENTATIVE. 13. CONTRACTOR SHALL WARRANTEE THE PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE. NOTE: GROUNDCOVER SPACING PLAN 1. ALL GROUNDCOVER TO BE PLANTED AT EQUAL SPACING 8 (TRIANGULAR) PER O.C. -----l-<+---l'---'1------'k- SPACING ON LEGEND. SPACING X .66 FOR TRIANGULAR PATTERN GROUNDCOVER (lYP.) 3' OF t.1ULCH FINISHED GRADE • :z "' -:z SPACING AS SPECIFIED 2X THE SIZE OF ROOTBALL OR CONT. 2 GROUNDCOVER PLANTING NTS BACK OF CURB OR BEDLINE BACKFILL WITH SOIL, MIX WATER IN LIGHTLY COMPACTED SOIL MIX, WATERED THOROUGHLY FOR CONTAINERIZED GROUNDCOVER P-2013-0241-03 NOTE: 1. REFER TO SPECS FOR ADD'L INFORMATION. FINISHED GRADE 2X THE SIZE OF ROOTBAU. OR CONT. 0 SHRUB PLANTING NTS EVERGREEN OR DECIDUOUS SHRUB ROOT COLLAR OF SHRUB SHALL NOT BE COVERED WITH SOIL OR t.1ULCH. EXPOSE ROOT COLLAR FOR INSPECTION BY L.A. 3' OF MULCH FORM CONTINUOUS 2' HIGH WATER BASIN BERM BACKFILL WITH SOIL, MIX WATER IN LIGHTLY COMPACTED SOIL MIX WATER THOROUGHLY P-2013-0241-04 COBBLE---- SEE SPECIFICATIONS LANDSCAPE FABRIC 95% COMPACTED _ _/ SUBGRADE OR UNDISTURBED NATIVE SOIL CONCRETE MOW STRIP 1" = 1 '-0" EASE EDGE, BOTH SIDES TURF TOPSOIL SEE SPECIFICATIONS (2) #4 HORIZ. REBAR, CONT.3' CLR., TYP. P-2013-0241-13 SITE PLAN REVIEW SUBMITTAL t----+------------------~----+----l---~I ,,.,.GNfDD. WOJTALA """"'' S. MCINlYRE NO. l---+------------------1------1---J----J QiECKED: D. WOJTALA APPR ~""'"°""'-------l REVISION DATE BY AS NOTED ONE INCH I AT FULL SCALE IF NOT ONE INCH SC'A.E ACCORDINGLY VER1ICiAIJ N,.W 1Jt8tl HOR!ZONfAL: IWl 1985/1991 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. . . "';;;:; -,. . . "' ;;;:; -:z FINISHED GRADE 2X THE SIZE OF ROOTBALL (1·\ DECIDUOUS TREE PLANTING ' 1" 1 · o" \.. ,, = -- NOTE: REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 5/8" HOLES FOR ANCHOR BOLTS (ANCHOR PER MANUF. RECC.'S.} 1·-1~· FAIRWEATHER BIKE RACK 1/2" ~ 1'-o" Checked for Compliance Jo City Standards 1/2" RUBBER TREE CHAIN TREE STAKES - (2) PER TREE REMOVE EXCESS SOIL AT ROOT COLLAR OF TREE. EXPOSE ROOT COLLAR FOR INSPECTION BY L.A. 3" OF MULCH-TAPER MULCH NEAR TRUNK. NO MULCH AGAINST TRUNK BACKFILL WITH SOIL MIX AS SPECIFIED -WATER IN 6' LAYERS DO NOT TAMP --REMOVE WIRE BASKEI & BURLAP FROM TOP AND SIDES OF ROOTBALL. --LIGHTLY COMPACTED SOIL MIX, WATER THOROUGHLY P-2013-0241-02 ~---CONCREIE WALK OR PAD 2" SCH 40 PIPE (2.375' OD) P-2013-0241-05 NOTICE TACOMA· SEA TILE· SPOKANE · TRI-CITIES CITY OF I{ENTON Planning/Building/Public Works Dept. ALTERATION Of THIS DOCUIDIT f:Wil INVALIDATE THE f'RCfESSlctO.l. VJ. 00 ~GNAJlJRE. PIJBlJCATICN Of TH~ DOCUWENT DOB NOT DrnOOATE FRCi.l RESERI{]) '"""'"""'" • "· rn• DOQJ''"'" "" u~ 2215 North 30th Street, Suite 300 Tacoma, WA 98403 OHLY FOO lliE PRQ.LCT IDENllflED IN lHE llllE BLOCK "'" os ND[ ro oc ""'"" "''"· """'' °' 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB AllOlll(Jl TO THAT PROJ£CT OR FOO. Alff ornER ffiOJJ.:I om, OCTOBER 2013 SPRING GLEN ELEMENTARY SCHOOl:~·--·--. SITE IMPROVEMENTS Der .'5""""' RENTON SCHOOL DISTRICT ,,. 242013 f=:=:..~NO-, --I LANDSCAPE NOTES AND DETAILS· L 1.4 SHEEr: Of; X 13 A-NNNNAA g I Cf) Cf) I a.. a.. a.. Cf) 1--z w 2 w > 0 a: a.. 2 w I--Cf) _J 0 0 I () Cf) >-a: ~ z w 2 w _J w z w _J CJ CJ z -a: a.. Cf) ------------·---·-~"·--··---.. SHEET C2.2 I I SITE PLAN REVIEW SUBMITTAL 1---+----------------------1----1----1-----1 """"""' BRAUN AS NOTED I-a,,",..-, -------,f---------1 1----f-------.. , .. -~-----·--· f, KATONA -1---+--------------------+---+---;----; W. FIERST -S. COMFORT DATE APPR NO. REVISION BY ONE..,. AT FUU. SCAI.£ F NIJJ' ONE INCH =-v DATUM I • I I I I I I I I SHEET C2.3 \ ) I ,. LEGEND BS TS TW • • @ D---- BOTTOM OF STEP TOP OF STEP TOP OF WALL STORM DRAIN CLEANOUT UNDERDRAIN CLEANOUT. SEE LANDSCAPE PLANS STORM DRAIN CATCH BASIN, TYPE 1 STORM DRAIN CATCH BASIN, TYPE 2 STORM DRAIN LINE -----FD-----FOOTING DRAIN -----R-----RIDGELINE -----354---- TREE DRIP LINE EXISTING MAJOR CONTOUR EXISTING MINORCONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR LARGE-DIAMETER DETENTION PIPE RAIN GARDEN GRAPHIC SCALE 0 20 40 ti.-. -~ & 1• = 40 FEET BO FEET I Checked for CompliancE> t~ City Standards CITY OF RENTON Planning/Building/Public Works ! l l NOTICE ALTIRAIDJ CE nus [lOQ)l,O(T &JAU. llVAlIDAl[ IliE PR<ffiSICWL ~ Al{) srmTIJRE. PlJll!CATI~ OF lHIS 000.lliiE!jT OOCS t(JJ DO!W.TE fR(M ~ Cllt{OOi;ia oons fl rr. lilS D00.&1rnr i.s RR ure l'.R. Y fOO lHE ?ro.t.CT mmID IN 1HE mu: 61.0)( .00 1$ ~()T TO BE \J~ roo RUIAR, REllCOO.. ~ AOOTICt! TO li!AT PRQ.fGT M fM Akl' Oil!EH PRO.ECT. TACOMA· SEA TILE· SPOKANE · TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB "'""' SPRING GLEN ELEMENT ARY SCHOGl::t\;:: :1 n-r-\ OCTOBER 2013 SITE IMPROVEMENTS -' · .. 1•• - RENTON SCHOOL DISTRICT ocr 242013 GRADING, STORM DRAINAGE AND UTIL1~v PLAN· .. ~C_2-...0s--l SHEET: OF: 8 17 A-NNNNAA I --------+----·-------·------- (/) 1-z UJ :'.;i: UJ 6 a: a.. :'.;i: UJ 1--(/) .....I 0 0 I () (/) ~ ~ z w :'.;i: UJ .....I UJ z UJ .....I CJ CJ z -a: a.. (/) ,, -----·---- / / / / / / / I / / / / / / / / / / / CB 6, "fYPE 1 N = 169529.07 / E = 1302597.6(\.., / .. ~· / / / •.. / CB 20, TYPE 1 N = 169506.51 E = 1302598.29 •• ..... ~ --··-------··----------------------- •• • • MATCHLINE SHEET C2.2 SITE PLAN REVIEW SUBMITTAL l----+---------------------+-----+----1----1 ......,. BRAUN AS NOTED. -F. KATONA •• • • I • I I I • LEGEND BS TS TW • • @ o---- BOTTOM OF STEP TOP OF STEP TOP OF WALL STORM DRAIN CLEANOUT UNDERDRAIN CLEANOUT. SEE LANDSCAPE PLANS STORM DRAIN CATCH BASIN, TYPE 1 STORM DRAIN CATCH BASIN, TYPE 2 STORM DRAIN LINE -----FD-----FOOTING DRAIN -----R-----RIDGELINE I TREE DRIP LINE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR LARGE-DIAMETER DETENTION PIPE RAINGARDEN GRAPHIC SCALE 0 10 20 Lr .I -~ 1" = 20 FEET 40 FEET I Checked for Compliance 11 City Standards _______ 1 I ------1 1 1 . ' ·1 CITY OF RENTON ! ' TACOMA· SEATILE · SPOKANE · TRl·CITIES 2215 North 3oth Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB "'"" SPRING GLEN ELEMENTARY SCHOOL ····... OCTOBER 2013 I. . '\ "" SITE IMPROVEMENTS . ·.. . . ;~ °""""" 1----,f-------------------1----+---+---I W. FIERST ONE INCH I AT RJU. SCliLE F NDr ONE IMCH ....... """'""""-I Planning/Building/Public Works 1 D.f pt. RENTON SCHOOL DISTRICT tcr 2 42013 1-=:;,..=""',.,.._---1 GRADING, STORM DRAINAGE AND UTILITY PL.AN . . . . C2. 1 l NO. REVISION D.ATE APPR BY Al'l'R<MD: S. COMFORT , , ,SHEEr, Ofi · •, ;;,./ 9 17 A-NNNNAA w i ~ a a:: 0. g I Cf) Cf) I a a.. a.. Cf) 1--z w ::2E w > 0 a: a.. ::2E w 1---Cf) ....J 0 0 I 0 Cf) >-a: .<( 1--z w ~ w ....J w z w ....J CJ CJ z -a: a.. Cf) • I I • II Ill • MATCHLINE SHEET C2.1 / / •• \ \ •• • • I ' / J b7;.777.7,/.'77,'77777)/'77,".7Z77?7ll'7.?;'. ; ,_l \ Ffi:.,456.28 '4 . :Y; I . • \ \ \ \ \ \ \ \ \ '8 6': \ \ • • • • ! / I ' j ; ' I ' (Q 'D ':J"' / •• / -.. ----GNE STORY CONG, \ , AND··BRICK BLDG \ / ·, ' ', \ \ •• \ \ •• ~/ •• I 1 • • -~ .. ·1 • II I 1 l I ~ LEGEND BS TS TW • BOTTOM OF STEP TOP OF STEP TOP OF WALL STORM DRAIN CLEANOUT e • @ UNDERDRAIN CLEANOUT. SEE LANDSCAPE PLANS STORM DRAIN CATCH BASIN, TYPE 1 $TORM DRAIN CATCH BASIN, TYPE2 ----D----STORM DRAIN LINE -----FD-----FOOTING DRAIN -----R-----RIDGE LINE TREE DRIP LINE -----.-355------EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR It::.========· ·:c:,dl LARGE-DIAMETER DETENTION PIPE RAINGARDEN GRAPlfiC SCALE 0 10 20 40 FEET ti-... --. F I 1• = 20 FEET Checked for Compliance tq City Standards ' -______ \ l ' i j --------· TAC OM A. SEA TILE· SPOKANE · TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma WA 98403 SITE PLAN REVIEW SUBMITTAL l ' • 253.383.2422 TEL 253.383.2572 FAX www.ahhl.com WEB ~::::::::::::~:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::1::::::::::::..-r-r_ --------~~---------1====·====] °""" AS NOTED A BRAUN F. KATONA ... lNCH rN-:--O-. l~------R-'2-/-!-SI_O_N ______ -J_B_Y__j_D_A_J_E...l-A-P_P_Rj ::::.'. FIERST S. COMFORT -1 CITY OF I l RENTON l Planning/Building/Public Works " Dept. I SPRING GLEN ELEMENTARY SCHOOL ocroarn 2013 SITE IMPROVEMENTS - RENTON SCHOOL DISTRICT ('": -,;··,, . 1-aa"""'==-a.---1 GRADING, STORM DRAINAGE AND UTILIT'#Cf;~h\~i:·i)C,.,.2.2 C J SHEET> 10""17 A NNNNAA w ~ z. t; w --, 0 0:: Cl. g I (/) (/) I 0... 0... 0... (/) I-z w :a: w > 0 a: 0... 2 w I--(/) ....I 0 0 :c 0 (/) >-a: ~ z w :a: w ....I w z w ....I (!) (.') z -a: 0... (/) LEGEND BS TS TW • • @ ----D---- BOTTOM OF STEP TOP OF STEP TOP OF WALL STORM DRAIN CLEANOUT UNDERDRAIN CLEANOUT. SEE LANDSCAPE PLANS STORM DRAIN CATCH BASIN, TYPE 1 STORM DRAIN CATCH BASIN, TYPE 2 STORM DRAIN LINE -----FD-----FOOTING DRAIN -----R-----RIDGELINE -----------TREEDRIPLINE --·-···· --35.5-··-····· · ···· EXISTING MAJOR CONTOUR [ .... EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR LARGE-DIAMETER DETENTION PIPE RAINGARDEN MA"fCHLINE SHEET C2.1 SITE PLAN REVIEW SUBMITTAL 1---·l--------------------+----·l---;------1 ~ BRAUN AS NOTED 1---·-· ·------1--,,,.-Wc,---------1--------1 F. KATONA -1---4----------------------4---+---+----l W. FIERST -S. COMFORT NO. DATE APPR REVISION BY ONE INCH Checked for Compliance to City Standards CITY OF RENTON --· / ---i--- GRAP!llC SCALE 0 10 20 40 FEET L.-.J -~ f I 1• = 20 FEET TACO MA· SEA TILE · SPOKANE · TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB .. ., )OCTOBER 2013 ' SPRING GLEN ELEMENTARY SCHOOL SITE IMPROVEMENTS Ver 21zo/J RENTON SCHOOL DISTRICT """""" "°' GRADING, STORM DRAINAGE AND UTILITY PLAN 110fl17 C2.3 Planning/Building/Public Works De,Pt. ' A-NNNNAA ' . , M \ P>l7'---I ----1 . T.--·--.,"",,"A TH LETI C F.I ELD ·, -·- I 4•• PERF PIPE D-___ -D---·1--D----- NELSEN MIDDLE SCHOOL SEE SHEET 4 -·--·- -...........__ '"~1,,.,...--;~;:;-;;..., __ T ____ N~B~?~·o~9'~4~5"~E ~26;:~4 75~.~~4Ef' r82Z'4M.6i99!('(R°R)r---;,,c.~,~1~64;,::.;:53,\'(F;c.!) fl\~ [: n N 87'09 . v 7 '\T,r w N 1 / 4 CORNER SEC. 29 L--' y ~ ~,) "<9o, "! FOUND 3" BRASS DISK ~ :.?;.6'.,. ~ § STAMPED "TOWNSEND AND NW. CORNER SEC. 29 $_ z ASSOC. LS 9634. CALCULATED POSITION ,-.. o 4-CITY OF RENTON SURVEY PER CITY OF RENTON 8 ~-MONUMENT #895. SURVEY CONTROL _,... \Ji 0 ~ q :c'] " " z; N ,a·50'46" W 50.24'(R) NELSEN MIDDLE SCHOOL SHEET 2 SHEET 1 --.. +----==-"-----+----"=.:...!-----I-."-. .---N 01'44'32" W 197.65'(R) ;;-~ ~ z N 88'16'27" W 47.19'(R) SHEET 3 SHEET 6 SPRING GLEN ELEMENTARY SCHOOL SHEET 4 SHEET 5 s sa·13'31" w 30.06'(R) ~ I!? LO ~ "' "' z S 88'13'31" W 949.06' 30.06' s 8813'31" W 979.1,'(R) BOUNDARY DETAIL BOUNDARY NOTE FOR COMPLETE BOUNDARY INFORMATION, REFERENCE RECORD OF SURVEY FILED UNDER KING COUNTY RECORDING NUMBER 20110603900003. LEGAL DESCRIPTION PER CHICAGO TITLE INSURANCE COMPANY ORDER NO: 001322110 DATED:MAY 20, 2011 LOT 1, CITY OF RENTON SHORT PLAT NUMBER 070-80 (ALSO KNOWN AS NELSON MIDDLE SCHOOL SHORT PLAT), RECORDED UNDER RECORDING NUMBER 8107299002, IN KING COUNTY, WASHINGTON. LEGEND ® 0 SET 5/8" REBAR AND CAP LS 45161 FOUND REBAR AND CAP WATER VALVE WATER METER SCALE: 1"=:200' + [QI SCRIBED ~X" GAS METER IRRlGATION CONTROL BOX HOSE BIB m D !ill @ DC00 SCOo 0 -0- E-- ,:,: ~ 18 0 GAS VALVE CATCH BASIN YARD DRAIN STORM MANHOLE STORM CLEANOUT SAN. SEWER CLEANOUT SAN. SEWER MANHOLE UTILITY POLE GUY ANCHOR LUM!NAR UTILITY POLE WITH LIGHT POWER J-BOX TELEPHONE RISER SIGN AS NOTED WATER MAIN MARKER BOLLARD MAIL BOX FIRE HYDRANT SCHEDULE B * 0 --P/T- ---T-- ---P-- ---G-- ---D-- ---s-- ---s----,- ITEMS PER CHICAGO TITLE INSURANCE COMPANY ORDER NO: 1322110 DATED:APRIL 15, 2011 1. WATER PIPELINE EASEMENT. AFN 3612021. 2. ELECTRJCAL TRANSMISSION/ DISTRIBUTION EASEMENT. AFN 5174699. PLOTTED HEREON. BLOWOFF GARBAGE: CAN VENT MON!TORJNG WELL PAINTED HANDICAP STALL SYMBOL PAINTED TRAFFIC FLOW ARROW CONIFER TREE. TYPE AND DIAMETER AS NOTED DECIDUOUS TREE, TYPE AND DIAMETER AS NOTED OVERHEAD POWER ANO TELECOM LINES ELECTRICAL LINES GAS LINE STORM DRAIN LINE SAN. SEWER LINE WATER LINE IRRJGA TION LINE 3. RIGHT TO ENTER SAID PREMISES TO MAKE REPAIRS, AND THE RIGHT TO CUT BRUSH AND TREES WHICH CONSTITUTE A MENACE OR DANGER TO UTILITY LINES. AFN 5174699. 4. UllLITY EASEMENT. AFN 5562366. PLOTIED HEREON. 4a. UTILITY EASEMENT. AFN 5801097. PLOTIED HEREON. 5. WATER LINE EASEMENT. AFN 8107299002. EASEMENT SHOWN IN SURVEY AS RECORDING NO. 8501030454. PLOTTED HEREON. 6. PUBLIC UTILITIES EASEMENT, AFN 8501030454. PLOTTED HEREON. 7. UTILITY SYSTEMS EASEMENT (AS CONSTRUCTED) AFN 20050513001116. 8. MINERAL RIGHTS. AFN 4132659. 9. COVENANTS, CONDITIONS, RESTRICTIONS, DEDICATIONS, AND AGREEMENTS. AFN 8107299002. 10, SLOPE EASEMENT (108TH AVE SE). AFN 4662053. UN-OEFINEO. 11. SLOPE EASEMENT (SE 164TH ST). AFN 5169416. UN-OEFINEO. 12. TERMS AND CONDITIONS OF NOTICE OF CHARGES BY WATER, SEWER, AND/OR STORM AND SURFACE WATER UTILITIES. AFN 20031013000893. 13. TAXES 14. TAXES 15. llTLE COMPANY NOTE. ZONING INFORMATION ZONING: R-8, RESIDENTIAL EXISTING SCHOOLS ARE PERMITIED OUTRIGHT. NEW SCHOOLS REQUIRE CONDITIONAL USE PERMIT. MINIMUM LOT AREA: 4,500 SQ.FT MINIMUM LOT WiDTH: 50 FEET INTERIOR LOTS, 60 FEET CORNER LOTS MIN!MUM LOT DEPTH: 65 FEET MAXIMUM BU!LD!NG HEIGHT: 30 FT MAXIMUM BUILDING COVERAGE: 35% SETBACKS FRONT YARD: 15 FT REAR YARD: 20 FT SIDE YARD: 5 FT SIDE ALONG STl{EET: 15 FT FOR PRJMARY STRUCTURE NOTES 1. NELSON MIDDLE SCHOOL AND SPRING GLEN ELEMENTARY SCHOOL WERE ORIGINALLY SURVEYED BY AHBL, INC. IN JANUARY THROUGH APRIL AND DECEMBER 2004/MARCH THROUGH APRIL 2006. THIS SURVEY IS A 2011/2012 UPDATE OF THE ORIGINAL SURVEY. REFERENCE: NELSEN MIDDLE SCHOOL WATER LINE LOCATION MAPS DATED 3-16-81 AND 5-14-81. UTILITY NOTES 1. SURFACE UTILITY FACILITIES ARE SHOWN HEREON PER FJELD LOCATED VISIBLE EVIDENCE. THERE MAY BE UTILITIES THAT EXIST ON THIS SITE OTHER THAN THOSE GRAPHICALLY DEPICTED HEREON. 2. UNDERGROUND (BURIED) UTILITIES SHOWN HEREON ARE BASED ON COMB!NATIONS OF VISIBLE SURFACE EVIDENCE, UTILITY LOCATOR MARKINGS AND RECORD DATA (SUCH AS AS-BUlLT OR UTILITY DESIGN DRAWINGS}. ALL UNDERGROUND Ul1LIT!ES SHOWN HEREON ·ARE APPROXIMATE AND, IN SOME CASES, ARE SHOWN AS STRAIGHT LINES BETWEEN FIELD LOCATED SURFACE UTILITY FACILITIES. UNDERGROUND UTILITIES MAY HAVE BENDS, CURVES OR CONNECTIONS WHICH ARE NOT SHOWN. 3. ALTHOUGH LOCATIONS OF UNDERGROUND UTILITIES BASED ON UTILITY LOCATOR MARKINGS AND RECORD DATA (SUCH AS AS-BUILT OR UTILITY DESIGN DRAWINGS) ARE DEEMED RELIABLE, AHBL, INC. ASSUMES NO LIAB!LITY FOR THE ACCURACY OF SAID DAT A. 4. CALL 1-800-424-5555 BEFORE ANY CONSTRUCTION. WATER SERVICE NOTES 1. THE 8" D.I. WATER MAIN SHOWN HEREON IS APPROXIMATE AND IS BASED ON A SCHEMATIC MAP PROVIDED THE SOOS CREEK WAlER AND SEWER DISTRICT (s.c. W.S.D.). 2. AHBL, INC. DID NOT FIELD LOCATE THE WA1ER MAIN BUT DID FIELD LOCATE SURFACE EVIDENCE OF THE WATER SERVICE (VALVES, FIRE HYDRANTS, METERS AND VAULTS). 3. THE FOLLOWING INFORMATION WAS PROVIDED PER A TELEPHONE CONVERSATION WITH ALICE OF S.C.W.S.D. (1-253-630-9900 EXT. 107) A. THE WATER SERVICE TO SPRING GLEN ELEM. SCHOOL CONNECTS TO THE 8" DJ. WATER MA!N ON THE EAST LINE OF THE SCHOOL PROPERTY NEAR THE SOUTHEAST CORNER THEREOF. A WATER METER WAS NOT FOUND ALONG SAID EAST LINE BUT A WATER VAULT WAS FIELD LOCATED AT SAID SOUTHEAST CORNER. WE PERSUME THAT THE WATER SERVICE CONNECTION IS VIA SAID WATER VAULT. B. THERE AN ABANDONED 6" WATER MA!N LYING SOUTH AND EAST OF THE 8" D.I. WATER MAIN DEPJCTED HEREON. THE EXACT LOCATION OF ABANDONED 6" WATER MAIN lS NOT KNOWN AND IS NOT PLOmo HEREON. AS-BUILT NOTE AS-BUil T UTILITIES SHOWN HEREON ARE PER !NFORMA TION PROVIDED TO AHBL BY THE RENTON SCHOOL DlSTRJCT FOLLOWING A RECORDS REQUEST. PER DISTRICT REPRESENTATIVE: ALL AS-BUILT RECORDS THAT WERE AVAILABLE AT THE TIME OF THE REQUEST WERE PROVIDED. RELIANCE NOTE THIS SURVEY WAS PREPARED AT THE REQUEST OF GREENE GASAWAY FOR THE SOLE AND EXCLUSIVE USE OF GREENE GASAWAY AND THE RENTON SCHOOL DISTRICT. RlGHTS TO RELY UPON AND, OR USE THIS SURVEY DO NOT EXTEND TO ANY OTHER PARTY EXCEPT THROUGH EXPRESS RECERTIFICATION BY THE PROFESSIONAL LANO SURVEYOR WHOSE STAMP AND SIGNATURE APPEAR HEREON. BASIS OF BEARING WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE NAD83/91 CITY OF RENTON SURVEY CONTROL POINTS #895 FOUND 3" DOMED BRASS DISK STAMPED "TOWNSEND AND ASSOC. LS 9634. N 1/4 CORNER SEC. 29 N 170706.004 (52031.294m) E 1303177.356 (397209.253m) ELEV. 408.87 (124.625m) #1863 FOUND 1/8" COPPER PIN ON CONCRETE POST MONUMENT IN CASE LOCATED AT SE. 168th ST. AND 116th AVE. SE. N 167989.621 (51203.339m) E 1305752.846 (397994.264m) ELEV. 139.927m VERTICAL DATUM CITY OF RENTON, NAVO 88 BENCH MARK: ClTY OF RENTON SURVEY CONTROL POINT #895, (SEE BASIS OF BEARINGS NOTE FOR DESCRIPTION) ELEV. 408.87 (124.625m) EQUIPMENT USED 3" TOTAL STATION UTJLIZING STANDARD FIELD TRAVERSE METHODS FOR CON1ROL AND STAKING. FLOOD HAZARD NOTE UPF SERVICES, LLC. 1-509-327-9637 SITE LIES WITHIN NFIP COMMUNITY NUMBER 530088, PANEL NUMBER 53033C0979F AND LIES IN FLOOD ZONE "Xn. LAST REVISED MAY 16, 1995. THE SllE DOES NOT LlE WiTHIN A SPECIAL FLOOD' HAZARD AREA. SURVEYOR'S CERTIFICATE I, DA V1D C. FOLLANSBEE, A PROFESSIONAL LAND SURVEYOR !N 'THE STATE OF WASHINGTON, HEREBY CERTIFY THAT THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECT SUPERVlSION IN JANUARY THROUGH APRIL AND BER 2004, lN MARCH AND AP 06, IN APRIL 2011, AND F R ND MARCH 2012 AT THE QUES E GREENE-GAS Civil Engineers Structural Engineers Landscape Architects Community Planners TACOMA · SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 316 Occidental Avenue South, Suite 320, Seattle, WA 98104 206.267.2425 TEL Project Title: ALTA/ACSM LAND TITLE SURVEY Cl/ant: GREENE-GA SA WAY ARCHITECTS, PLLC PO BOX 4158 FEOERAL WAY, WA 98063-4158 CAL VIN GASAWAY Job No. 211098.50 Issue Set & Date: APRIL 20,2011 &, __________ _ ADDED UTILITY LINES TO SPRING GLEN SITE A PER SCHOOL DISTRICT RECORDS ~ 3-13-12 TAD ADDED SURVEY DATA FOR SOUTH 27TH A STREET AND SPRING GLEN ELEMENTARY SITE [£::,. 3-6-12 TAD ADDED SURVEY DATA FOR COURTYARDS AND & PROPOSED ADA CROSSINGS 11-22-11 TAD Revisions: Sheet Title: TOPOGRAPHIC SURVEY Designed by: Drawn by: Checked by: DGP/TAD DF Sheet No. 1 :) 1 of 6 OCT 2 4 zo:: {'~• "-· .. ' "· " ' ShEi'eTs. · • : NELSEN MIDDLE SCHOOL/SPRING GLEN ELEMENT ARY A PORTION OF THE N.E. 1/4 OF THE N.W. 1/4 OF SEC. 29, TWP 23 N., RG 5 E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON I I I I I I I I I I I I I -I -· --· P'""' \ '"-, ' '"-•, ' ' ' ' I ' -e---~·--s-1·~ /) '· END OF LINE PER DESIGN DRAWINGS /CTYP} -·-~-.'f _ -------~--- ---- ----- -·· ----~ ~--~ I I I 1------:~ L ~ I I I / I 4" PEFlF ~P.:._ -D-_ ----,--D-----D--, --D-----D-- I I I I I I \ \ ' I \ \ I I \ ~ \ \ \ \ \ \ EDGE OF GRASS rL----"'1 ---1:-r ---·-·------, I I I I D---, 20 0 10 20 40 ~-~ -I SCALE: 1" = 20' LEGEND ® 0 + [Q] [IJ 0 e!J @ DC00 SCDo 0 -0- E--- x): ):;:---¢ l)J D .il. ~ 0 C, .Q N EE k:1 ffil ! ® GJ ® " /t~,, .,,,.,.._,,.,::, * 0 ---P/T------T-------P-- -----G-- -----D-- -----s-- -----s-- ---I- SET 5/8" REBAR AND CAP LS 45161 FOUND REBAR AND CAP SCRIBED "X" GAS METER GAS VALVE CATCH BASIN YARD DRAIN STORM MANHOLE STORM CLEANOUT SAN. SEWER CLEANOUT SAN. SEWER MANHOLE UTILITY POLE GUY ANCHOR LUMINAR U11LITY POLE WITH LIGHT POWER J-BOX TELEPHONE RlSER SIGN AS NOTED WATER MAIN MARKER BOLLARD MAIL BOX FIRE HYDRANT WATER VALVE WATER METER IRRIGATION CONTROL BOX HOSE BIB BLOWOFF GARBAGE CAN VENT MONITORING WELL PAINTED HANDICAP STALL SYMBOL CONIFER TREE, TYPE AND DIAMETER AS NOTED DECIDUOUS TREE, TYPE AND DIAMETER AS NOTED OVERHEAD POWER AND TELECOM LINES ELECTRICAL LINES GAS LINE STORM DRAIN LINE SAN. SEWER LINE WATER LINE !RRIGAT!ON LINE Civil Engineers Structural Engineers Landscape Architects Community Planners Land Surveyors Neighbors TACOMA · SEATTLE 2215 North 3oth Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 316 Occidental Avenue South, Suite 320, Seattle, WA 98104 206.267.2425 TEL Project Title: ALTA/ACSM LAND TITLE SURVEY Client: GREENE-GASAWAY ARCHITECTS, PLLC PO BOX 4156 FEDERAL WAY, WA 96063-4158 CALVIN GASAWAY Job No. 211098.50 Issue Set & Date: APRIL 20,2011 & __________ _ ADDED UTILITY LINES TO SPRING GLEN SJTE A PER SCHOOL DISTRICT RECORDS ill 3-13-12 TAD ADDEO SURVEY DATA FOR SOUTH 27TH A STREET AND SPRING GLEN ELEMENTARY SITE /.£l 3-6-12 TAD ADDED SURVEY DATA FOR COURTYARDS AND &. PROPOSED ADA CROSSINGS 11-22-11 TAD Revisions: Sheet Title: TOPOGRAPHIC SURVEY Designed by: Drawn by: Checked by: DGP/TAD DF Sheet No. 2 2 of 6 Sheet~."·.' "•, ) ' .. , I I / / / ,r.,< NELSEN MIDDLE SCHOOL/SPRING GLEN ELEMENT ARY A PORTION OF THE N.E. 1/ 4 OF THE N. W. 1/4 OF SEC. · 29, TWP 23 N., RG 5 E., W .M. CITY OF RENTON, KING COUNTY, WASHINGTON FIN. FLOOR EL. = 431.06 STYD 7083 RIM=427.98 FULL OF DIRT TO RIM FIN. FLOOR EL. = 431.01 BASKETBALL HOOP ---D-----D-----D-----D-- WALL MOUNTED HANDICAP PARKING SIGNS NELSEN MIDDLE SCHOOL STYD 7121 RIM=427,83 -~-/ .. ii' I 4" VERT IP TOP=427.18 I BOTTOM PIPE=425.53 CONC,ETE WALL MOUNTED SERVICE ONLY SIGN CATCH BASIN RIM 428.02 (CAPPED DOWN TLRNED 6" 0.1. TEE, SW.) 426.57 (TOP TEE) 425.60 (BOTTOM TEE, INLET) FlN. FLOOR EL. = 431.06 FIN. FLOOR EL. = 431.13 CATCH BASIN RIM 428.88 (CAPPED DOWN TURNED 6" 0.1. TEE, S.) 427.50 (TOP TEE) / 426.52 (BOTTOM TEE, INLET) FIN. FLOOR EL = 430.94 CONCRETE I --D-j- 1 I ""1-I I-I ~I :r: . U) I ~I U). I I --v/--A-1~ 0,. s...:" -I I ",)__ p_l __ .... \_ ' --·----v2-p_ CONC. WAlK • y - 20 20 40 •I ~;;;;at;;;;;;;;;;;J-1 I LEGEND @ SET 5/8" REBAR AND CAP LS 45161 0 FOUND REBAR AND CAP + SCRIBED "X" gjj GAS METER til GAS VALVE D CATCH BASIN Ii!! YARD DRAIN @ STORM MANHOLE DC00 STORM CLEANOUT SCOo SAN. SEWER CLEANOUT 0 SAN. SEWER MANHOLE -0-UTILITY POLE E-GUY ANCHOR * LUMJNAR ~ UTILITY POLE WITH LIGHT 181 POWER J-BOX a TELEPHONE RISER _n_ SIGN AS NOTED ~ WATER MAIN MARKER 0 BOLLARD "' MAIL BOX P.. FIRE HYDRANT ~ WATER VALVE Ill WATER METER K)I lRRIGA TJON CONTROL BOX fill HOSE BIB y BLOWOFF ® GARBAGE CAN 0 VENT @ MONITORING WELL ~;>,, PAINTED HANDICAP STALL SYMBOL <}=, PAINTED TRAFFIC FLOW ARROW ~ CONIFER TREE, TYPE ""'7i5. AND DIAMETER AS NOTED 0 DECIDUOUS TREE, TYPE AND DIAMETER AS NOTED ---P/T- -----T-- -----P-- -----G-- -----0-- -----s-------s-- ---r- OVERHEAD POWER AND TELECOM LINES ELECTRICAL LINES GAS LINE STORM DRAIN LINE SAN. SEWER LINE WATER LINE IRRIGATION LINE CM/ Engineers Structural Engineers Landscape Architecls Community Pfanners Land Surveyo,s Na/ghbora TACOMA SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.363.2422 TEL 316 Occidental Avenue Sou1h, Suite 320, Seellle, WA 98104 206.267.2425 TEL Proiect Tit.le: Clienh ALTA/ACSM LAND TITLE SURVEY GREENE-GASAWAY ARCHITECTS, PLLC PO BOX 4168 FEDERAL WAY, WA 98063-4158 CALVIN GASAWAY Job No. 211098.50 Issue Set & Date: APRIL 20,2011 NOTICE ll.lDIAlllll CF 1115 lllnlllfl" fil.ll. IIIWIIIAlE ll£ fflCft'SSlQIW. SEAi. lfO Si'l(AllM, l'UlUCKOOII w Df8 DOC1IIIEllf OCD NOi' llf.llDM.lE Flllll lEEIMD OINEIIH' Rllll1S IN It lllS DODJWENT IS RR LIil! CllY fQI 11£ PIII.\Etl' E8l1ftD 1111£ 1111£ ll.OQC 00 IS NOT 10 8E U$E.l 11111 REPAIR, IEICW. (II Mllllltll 111 lllAT l'IDlCf (II Flll Nl'( 01IEll PllllECr. &. _________ _ ADDED UTILITY LINES TO SPRING GLEN SITE A PER SCHOOL DISTRICT RECORDS a:,. 3-13-12 TAD ADDED SURVEY DATA FOR SOUTI-1 27TH A STREET AND SPRING GLEN ELEMENTARY SITE /.£l. 3-6-12 TAD ADDED SURVEY DATA FOR COURTYARDS AND & PROPOSED ADA CROSSINGS 11-22-11 TAD Revisions: Sheet Tltla: TOPOGRAPHIC SURVEY Designed by: Drawn by: Checked by: DGP/TAD DF Sheet No. 3 I, - 3 of 6 Sheets·· J ' + I I I I I -·--·--· SEE SHEET 1 STYD 7097 RIM=427.84 4" VERT IP TOP=427.24 son M PIPE=424.74 STYD 7086 RIM=427.80 4" VERT IP TOP=427.20 BOTTOM PIPE=424. 70 STYO 7085 RIM=427.99 NO VISIBLE PIPES DIRT BOTIOM=426.69 BIG TOY ON SAFETY PAD STYD 7093 RIM=428.01 NO VISIBLE PIPES DIRT BOTTOM=426.71 p I I , I I I / END OF LINE PER DES!GN DRAWINGS FIN. FLOOR EL = 431.00 p I I I I I p I I I I I p I I I I (TYP) " ~ p I ---D CONCRETE I l ' I 1 _ _ -D~)L\ 1 -Drs:: \ 1 /7 I JI ~ p • _,. / '-· --. _ ~ TETHERBAJ..1,.. --:::;-_:: -::.. -:::.,..,. l , jc:-sr:tD 7098 RIM-427 ;;: POjSTS' ---0 I 4" VE;RT IP Tg~:;"427.22 /) I I BOTIOM...P.-IPE"=423. 92 (/ ) -__ -D-_ _ _;"'lNCHE / STYD 7073 RIM=428.02 NO VISIBLE PIPES DIRT BOTTOM=426.82 I I I p I STYD 7099 RlM=427.85 4" VERT IP TOP=427.25 BOTTOM PIPE=425.95 I I I n 1-w w I (f) w w (f) ST1D 7038 RIM=427.78 \ 4" VERT IP TOP=427.18 i=:i BOTTOM PIPE=425.08 [ CATCH BASIN RIM 429.15 (CAPPED DOWN TURNED 6" 0.1. TEE, S.) 427.66 (TOP TEE) 426.71 BOTI T I I I I "' ~ I I I I J' \ '},; FF=428.43 GLASS DIVIDERS NELSEN MIDDLE SCHOOL STYD 7357 RIM=421.50 4" VERT IP TOP=420.85 BOTTOM PIPE=419.90 CONCRETE C..Q.NCRETE r ' tdr STYD 7183 RJM=427.91 4" VERT IP TOP=427.26 BOTTOM PIPE=426.21 / FIN.!LOOR EL. -431.11 -- STYO 7331 R!M=422.19 NO VJSIBLE PIPES DlRT BOTIOM=421.29 NELSEN MIDDLE SCHOOL/SPRING GLEN ELEMENT ARY A PORTION OF THE N.E. 1/ 4 OF THE N. W. 1/ 4 OF SEC. 29, TWP 23 N., RG 5 E., W .M. / 7 / CITY OF RENTON, KING COUNTY, WAS:HINGTON STORM MANHOLE RIM 424.05 IE 418.92 (8" PVC S.) IE 414.89 (8" CONC. S.) IE 414.62 (8" CONG. W.) IE 414.30 (8" CONC. SE.) IE 413.96 (8" CONC. NW.) SAN. SEWER MANHOLE RIM 424.08 413.75 AT CENTER OF CHANNEL (B" CONG. S.,NW.) CONCRETE FIN. FLOOR / EL. = 425.02 AHBL 127 NAIL AND WASHER N:170107.0546 E: 1303003.9749 ELEV: 424.28 CATCH BASIN RIM 423.45 _(CAPeED-ll®iN-TBRNfll- 1·.lifil, ' ·.-~ cc.D'" L/-J .... r/:l.P,: ~~,°,;~ ~~;, EJE) . • 420. 77 (BOTTOM TEE, INLET) STYD 6769 RIM=421.59 L ,,.1 / / 4" VERT IP TOP=420.99 . 1$ • ,0. / BOTIOM PIPE=419.89 ·• •4----·~ rl / CATCH BASIN -;, 1 J' RIM 423.36 : \ ·---· _ l. _ // / (SAPPI ED DOWN) TURNED , \.r-----1--._ , 6 D .. TEE. N. , I ,,, ~ 421. 72 (TOP TEE) u<1 ; ~ boNCRETE 420.84 (SOTIOM TEE, INLET) • : f \ ST1D 6948 RIM-421.55 -~!:i,"-----i4" VERT IP TOP=420.95 r BOTIOM PIPE=419.25 * -,,I' ~· c~ STYD 7341 RIM=422.21 NO V!SlBLE PIPES DIRT 80TTOM=721.31 FIN. FLOOR EL. = 424.99 OLD PROPANE TANK ENCLOSED BY 4' CHAIN LINK FENCE tj I ,1 I• i 1 Ii ' CATCH BASIN RIM 432.52 4" CPEP SE IE=430.42 6" D.I. NW IE=429.97 20 0 10 20 40 ~r::--r::-.r::--...-::::::1 I SCALE: 1" = 20' LEGEND @ 0 + [QI ID D ejj @ DC00 SCOo 0 -0--¢ A--¢ ~ D Jl ~ 0 D .Q l><I Ell K:1 ffij 1 ® [YI ® (~):; * 0 ---P/T- -----T-- -----P-- -----G-- -----0-- -----s-- -----s-- ---I- SET 5/8" REBAR AND CAP LS 45161 FOUND REBAR ANO CAP SCRIBED "X" GAS METER GAS VALVE CATCH BASIN YARD DRAIN STORM MANHOLE STORM CLEANOUT SAN. SEWC:R CLEANOUT SAN. SEWER MANHOLE UTILITY POLE GUY ANCHOR LUMINAR UTILITY POLE WlTH LIGHT POWER J-BOX TELEPHONE RISER S!GN AS NOTED WATER MAIN MARKER BOLLARD MAIL BOX FIRE HYDRANT WATER VALVE WATER METER !RRIGAllON CONTROL BOX HOSE BIB BLOWOFF GARBAGE CAN VENT MONITORING WELL PAINTED HANDICAP STALL SYMBOL PAINTED TRAFFIC FLOW ARROW CONIFER TREE, TYPE AND DIAMETER AS NOTED DECIDUOUS TREE, TYPE ANO DIAMETER AS NOTED OVERHEAD POWER AND TELECOM LINES ELECTRICAL LINES GAS LINE STORM DRAIN LINE SAN. SEWER LINE WATER LINE !RRIGA TION LINE Civil Engineers Structural Engineers Landscape Architects Community Planners Land Surveyors TACOMA · SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 316 Occidental Avenue South, Sutte 320, Seattle, WA 98104 206.261.2425 TEL Project Title: ALTA/SCSM LAND TITLE SURVEY GREENE-GASAWAY ARCHITECTS, PLLC PO BOX 4158 FEDERAL WAY, WA 98063-4158 CALVIN GASAWAY Job No. 211098.50 !ssue Set & Date: APRIL 20,2011 No·nCE 1.1.l!PJ.IIOH Cf llllS DIXlllOO !ilWJ. M'AIJlAIE lHE PRCfESSlOHAI. sr,J,. >$ ~lUF(. PIJEIXAWN U" 1HS DOO!Ef! OC(S NOf ~IE fRail l!EiEIM!l OMRS!tP ~TS 11111. lllS !lOOJlfJIT IS flll U!£ ctt.Y FCII: 111£ ~ llOOlfEl N lllE Tl1l.E Ii.Oil( 00 IS NOT TO 1£ iJSfJ! flR REP/Ji!, !IBICOO. CII ~ Rl THAT !'RC.EC? CII fm l,X'{ CJIER PRO,ECT. &, __________ _ ADDED UTILITY LINES TO SPRING GLEN SITE A PER SCHOOL DISlRICT RECORDS ~ 3-13-12 TAD ADDED SURVEY DATA FOR SOUTH 27TH A STREET AND SPRING GLEN ELEMENTARY SITE ffi 3-6-12 TAD ADDED SURVEY DATA FOR COURTYARDS AND & PROPOSED ADA CROSSINGS 11-22-11 TAD Revisions: Sheet Title: TOPOGRAPHIC SURVEY Designed by: Drawn by: Checked by: DGP/TAD DF Sheet No, /"'' 4 4 of 6 Sheets ,. NELSEN MIDDLE SCHOOL/SPRING GLEN ELEMENT ARY A PORTION OF THE N.E. 1/ 4 OF THE N.W. 1/ 4 OF SEC. 29, TWP 23 N., RG 5 E., W .M. CITY OF RENTON, KING COUNTY, WASHINGTON -" . \ "--. \ '\\\\' \11\1'1' Gt -1, · ---~~~----· --·--·-_=-_:_-:--::J· --·--::VE~---~;""·-)· Ti1\ \\\\\\1\\w 13 ~7r~1 ·,~ -· --· - ---l -----'&,, 8' CHAJNI \ I ,, 1' I l;,; I ~I l -_ --... ---\, "LINK FrnpE" I\\\ 1\ \ \ \ \ \ Ill :','>-I '- +-. --. _!_. --. --. --. -,/- 1 l SEE SHEET 4 ,,,,1 . l // I I ----/ -.-----. _,,,.r------------sASKETBALL ....._ ----x BACKBOARD I BASKETBALL I POST "'- BACKBOARD' i , POST "-.j> ) t GATE ,,,EDGE OF / ASPHALT l I • l I 4' CHAIN ~ LINK FENCE/ I • l .I --, I .\ ----\ . I -\ kA~ - -1-" I I ~ . _,, i • I • l I i 1 / / ASPHALT / --I •-.._BASKETBALL BACKBOARD POST / / I / EDGE OF ASPHALT /"". > "'--) \ I "'l.1/;; 1'1'\'' l t11""1 J'I. ' ---f---1\, ---1 I I \ 1'\t\11 11 "1-·-V., I', \ ,,,,, ____ "'--I --I I \' 1'\1,,111 /"'"'-ii I I /. I \ ----------'-----I 1 \ \ I \ I \\I \I I , '---GRAVEL -1--\-/1 6" DRAIN SYSTEM PER 1955'~:is ___________ , ________________ , _________ .. --\-L1'T1ti· 11 1 "' 1 \ 1 I_ ----~ \ -_ ~ --/ /,%-------------------------'-, (\ \ \\ L \ \~ \1,\\ \ : //"··~ \ .J I ---,,(-ASP;..~ ,, I\ \ ! \ \ ,l111\i1 "' -,..:__g~~-'° \ I / I --. ' Ii I "\ I 1\11\ 't /l"s> 51\1 \ I : % I 1: I I 1111 1 1 ,, f""~l[I I I FF-456.40 I ; 1 j I i I \II I I \ I / ,-\ '--f----l i--{: I, . \ I \11 T ;.fDGE!~ ~!1, I • A HALT I I I I ' JI \ \ 1\ 111 / ' . I \ I I \ 1 11 I ,,. , \ I L-, I ·1 I I II I " Gl ! \ \ I I / I • I \ 1, 1 -/'-. I I I I I / I I 1\1 1l I ,,.J ', \ \ \ 1 f 11 I GRAVEL / \ •1 \ \\\\ \ '1 '> i~\ \ l'.J BUILOIN~ l ! LI --11"1 -/ ·1 ', '11111 I "'""<; J '" ! I \ \ OVERHA~G-:---1 ONE STORY :Jo ' I I t, I (TYP) J',-L---1 BRICK BLOG. I ; \ I i I i \ ~'1 +, / \ 1 I\ I \ I I I , 11 \ ~ • ;{ I \ "'o / ' i ' f I I ii : I I 'I' 'l I t ' :11 I £-l_+ I \ I ' ROCKERY I I ,,:,f V I \ I -t :,c l:L.----()1 I i I .. :WALL I ,,,,.<;'\ \ I I / \ ' I / : I I : I j /i ·1 \ 11 "' ii-,,. ', I / l \ \ \ ,/.,.}· I I ..., i ' I ,_..-I , I EDGE dF / ">v • / ,--/' 'I I 4" WASTE / I /I I I : ''>J GRAVE~/~" I / I <;; ,, .. ',_ I I PER 1955 / V 'f I --; f' l, ,-J;'<:; \ • i€/ L:i'i "'1 PLANS "" / 1/t'--1----HOSE BIB I ' I \ \ p-'~r---P-\ p. I '-1 vn II I 'y / ' I 1: ,;,,--' I ., 1 I U I I / \ \ FF-456.37 . i '. . ' i Gl I --, \ -...... Ii , -'.r____ t ~/: ,, .)-r.; ' ,/ , I \ \ \ I \ \ I "----...---,_ ___ _,-i.~-== --~--.--, I ---' ~· L.' ' --~ 1' '= --. --!7: ),I / POST WJ'H -I-I I , . ..,. EDGE' OF , ~ ";·r '. -. -. __ . · . · ' ' CONC. I --456----CATCH BASIN r '7 -ASPHALT ' . , i CHAIN CfYP) -, i "l cuRB i8L1·NcKHFEA1NNcE CATCH BASIN ,, --I RIM 455.05 I / ..)--\ I \ / I -1,, ~1 I I i 20" • GRATE 455.17 _,.,-' \ TOP PIPE 454.03 (4" 0.1. l'.J .,,....-.,,,. ',, / '-...._ / ,,/ t1 J --,. '1,j -EDGE OF IE 454.16 (4" PVC SE.) ( \ 111TH DOWN TURNED ELBOW) / ~-.-J ) ---' ASPHALT \ (• 1 1 .,,,.~ , , 1 EC LOG' -~ • IE 454.03 4 CONC. W. \ IE 453.20 (INLET OF ELBOW, ' -,I,._ ""' / I BL K A ' f " GOAL POST~ 1,ra"'O .I \ ', 4• o.1. s.) -0""""~""~ .... 11 =====~"" ==;:,,. =,~~------,,, .,,,. 1""''::,clJ!'-,.._~,/ 1 sLoT ~RAIN f sT/<F.f"'. I, ~f' __ ,.#" II / I I ASPHALT ") ~~ I 7\iGRVAcii"'f'145500c55cr"7--1f--.J8 PARKING' ' ) \ ASPHALT \ \\ Iii I _,,,.~ ,1 ii // ""-~,.._~ ·, . L____ ,~~' / CATCH BASIN ~-, I . SAN. SEWER MANHOLE \Ill cTARNuKoEPoERIL ,L ,,,.-.,,. II ,/ CAT B··1N ""~ \!=_=_:_~}] I RIM 445.29 SAN. SEWER MANHOLE ~ = ·v I •, = T S/813'31" W IE 443.54 (12" CONC. W.) RIM 441.72 v, • RIM 455.79 \ 11 1952 PLANS k ---II ./, RIM 9.82 ""- l> I / 446 05 AT CENTER OF "f' > --· , ~-30.06'(R\ , IE 443.09 (12" CONC. E.) 427.67 AT CENTER OF §§l / CHA0NNEL (4" CONC s\E I '1 , 11----/ I 446· 7 (5 " PVC W.)t \ r-j ~• -----CHANNEL I RIM 465.58 6" CONC. E .. W.) I ,,, '!) I I DIESEL TANK I ,L -6' WOOD ,, / IE 4jl7.91 (12" CON · E.) ., ·y -• YARD DRAIN / . "" ., Iii / o/ / . / I , ASP~ALT IE 4118.00 (12" CON. S.) ' ~/TA';!{ING / D_P_$_ir:j--~--,, --_,-. --p ------1(~2!·3·6-.o8N8C-.)--S--.E.--16--4th ___ S_T_ f • IE 453.07 (4' PVC NW.) LADDER ON NORTH SIDEI ,; 00 I 'PER 1952 PLANSV. FENCE I ' I I I , '--~ ,,, r 1 11 Posr J I I soroRAIN 1 / /// "' GA TE / " 7------s;;-/ I FF =456.30 r l I 1lGRRIAITTEE4455COi'.!.5ir'f""::::::::!:::l / / \ ( I ?._j I I 4 / 7 DJ' I I I 0 'T. 'au1ul\rlG'...:,..~,-· <' l Ill,, ·o~!:, -----+::'-~~R04fe~~t l-):~ I II 11' l~IE449.83(67/P """,\ ___ ,D->-~ST~-l I ,-\/ -+_J? ,~-:'--!-!--~-~-------', OVERHANG ~ _t,=_-_-_-_P~-----~P,..--~~-P_L_:--,,--"""' ____ ~-,-ELEV.463.82ATBENOIN ---'---....---1 , ~-~-=---:::tp= ~ --:.-::ri=i ---VERTICAL 3" D.J. PIPE O ?i ...J / J I METER FF=456.31 DRINKING li:'. I ....._ '0 ------I CONC. \ I I . !j d t -J --s '6 4' ,C;> I / I I •1 10' CHAIN LI6'NKCHFAEINNCE FOUNTAIN ~ _ Gt /, / I / '/?,t ;r / / I / -I-;> l ';' t:. j I • LINK FENCE is " "', I -\-' -I-I -'--d -·-· _ _j G-:l-+-+-·.L--1._. --I I 'I I , • 1 COVERED ASPHALT ONE STORY CONC. w I --·: _j 1 1 -_, rt ,c / ;---7' I' PLAYAREA ANO BRICK BLOG. , I / / V,~ I ~-I /J I\ / / / { __,.! ::,1 f , J / \.r.:!-l:,-Y,!,,;,;,77,i'7T,'7T,'7T,'7T,'7T,~F2':F="45?'.7.6,;; I ii N-:r'--il 11h 1, ~ ~,, ~ I \ \ • / ( \ \ -.,._)-'<c--~--------"' -' I / • ,_,_,_, ,, ,,,, ' :\ • I I 11 I ' , --x X _.,,, I / 1 ' !~ \ ~ 1 x ' IE 437.89 -x-ylJ.l::t::J_,_ . ! • _lj_J I I 1 / \ 1 (12" CONC.) IE 432.88 IE 432.14 IE 430.43 I\ / / /// / HANDICAP : ,', 11 ',, 1--i I \ /~I ~~~~A~~ (12" CONC.) (12" CONC.) (12" CONC.) '1'1 / / I ASPHALT I I 30' I . \,. • BUILDING // / I r---"''f-!'' "'!_ __ -+l. i 'I '' I .:: ~~LJ~~~~~/.~=-:,:/:'=·-~~P:O~S~T~-~-;i:~~;;~===========================~1~============~~==================~~========~;~'\~=~~~~~~~~~~~~~~~~~~:~if~~~-----~'G~O~N~C.~W~A=LK~1~~~~;~;~0..ntj~ I / ;:,-'-I '-'-----CATCH BASIN I ~ \ I ,,·_££..J.56.JJ-------',,. CONC. WALK I / F~~ --~4:,:;iT,rco11e.-s.>--_ •• _;Y rr.,--I,', \/ ,,._ @; I \. POLE --------IE450.39(12"CONC.N.) -1, ll \ I I : I ", I •ss --------------+"-GH.RR'f:§\,,---', I '{ \ r, // , ~ --_ -----__ _ __ __ _ SPRING GLEN 1 1 .1 ' ' ------···-----SCHOOL SIGN -~ I I I\ '(; I O / ', / '------\_.----·-------------------~---456-------------------------/0 I l' ,,""I I\ '\ I O I ', ,4 1 -------------------------------.._ ,: o.. \ [ I\ I .o r I,,...', -------1 ----------------------------457_,____ t:J \ ' 0 • w (/) ) I , _______ ,,. L------------------------W.,.1£R-VAUL\ \ --f ''G \ i /I ,,. , -----------" -;-,-=..,,,___., ____ •"-___ _J __ " ' ' J .-------~---w------------......_w-w---__ "\ w· 'e-i 1' ,,.// 8 ----~{i__----:_,\,1-_::-_-=.::::-JJ------=--=vt=-----~--=-----------------., 1 I '\ \: W 'f ----------------··------', NELSE~IIOOLE _,, .! , .--rz. \ l ::)z .-, .• '-·---/ /_....-------__ __, ___ ----_ DEAD a~p scH..06 SIGN ~ i--V, J I ,,)> , f f r . L --_\ ........... f ·-~ ... -,l_~_-_._~E~6:hs:).::.._l_s--~:.--s--=---<~S I·\ -1 \..... .. ,!,,--~\ 1, \ \1,,1 roo I / f;i!J _ .1 . . .-.. -1 ---·-__J -·= ---·-· c-oe ___ -\\'T-s-___ -1-s--<----s--\ s 1 ,, 1 / 1 . I 1 .'to 1 \ , ·. -'-}--~ -s -~----s----as \ / I I ~ ..,,...~ I --. ::J;,--s---f-, -s--\--I \ '1 .l\ 1' I I ,1 " ,(, ___ ; 'v/'8 __ .J __ ',J-_1__ L-~,.,-1/ \ \ "'1 .- 1 I \ \ \ ~ ---1----',/----1-',/-----',/----:--/~--w----~w-----"' -"--._ --.. u< "'' 1 1 1----',/l.-------\',/-----~ ----~ -',/ 1 r --~-n---1.-oo.JL , ----, ~ ..... -----'vi----\ " '---D----D-_J, --D---,--D-----~!l, '-DP ·-DP_,," "-..._ \\ \ -E-D "" ~ D -·-._.,, ,.,,. / '-, '-..... , . ---~ -D -D--l----D---OP / --OP -' -----'--""-";,-\ .,._ '\ 1 , -----;c---OP \ / · · ....... ..:· .;_ '-:!=' .---.... ,.._ " '... -1 :st.., 1 \~ I I ~-1, ---.,.L-------1 :,==AN.s·"""""E_WE_R_M;A--N-Ho=L.-E,_"'"-; ~" -------(\ 7 tfft-/ 1 ,,.\ ~---~~~/.~~7(6~::.·:.~--,----...._ ~~-·cig6:iRc:N:o~, r-~ !_eo "i, \1P ,,.,,.,,1!\\ ~, '"'I " ~IM 457.20 IE 460.61 (12" CONC. W.) CHANNEL (8" PVC s.,W.) \ I \""1 \ ', wl IE 460•52 LADDER aN EAST SIDE 1 1 F1 •1 , 449.98 AT CENTER OF IE 460.60 (12" I 1 / , I (0 CHANNEL (8" PVC E.,W.) (8" CONC.) CONC. W. ENO) ,, \ I I / /' \ / 11' LADDER ON NORTH SIDE \ \ \ I I . I "'--,I I-I I I Ii I -, . W I, I I 130• ¥J';:;;,,,,1=-l I~ I\\ _:-e, : 1(/) \ I I ,;;'/i\ \; I I I i / I It -1 1' · W I I I ii \ '? / I~ i: i l/ II \, fil'JJ/ i / : , 12" tOMC I 1 IE=4 1 7.r8 1 ; : : I ' J I ! / / ,J\ \ \ i !i \ /11~, ~ \ ' : 1· \ V i\ \ I ,L ~· <"-\ --' 20 0 10 20 40 ~r::i-.:-:.-.::• .... :_1 I SCALE, 1" = 20' LEGEND ® SET 5/8" REBAR AND CAP LS 45161 0 FOUND REBAR AND CAP + SCRIBED "X" Ell GAS METER IJl GAS VALVE D CATCH BASIN ffil YARD DRAIN ©l STORM MANHOLE DC00 STORM CLEANOUT SCOo SAN. SEWER CLEANOUT 0 SAN. SEWER MANHOLE -0-UTILITY POLE E--GUY ANCHOR x:,: LUMINAR ~ UTILITY POLE WITH LIGHT lllJ POWER J-BOX a TELEPHONE RISER .a. SIGN AS NOTED ~ WATER MAIN MARKER 0 BOLLARD 0 MAIL BOX .0. FIRE HYDRANT 1)4 WATER VALVE Ell WATER METER JOI IRRIGATION CONTROL BOX ffil HOSE BIB y BLOWOFF ® GARBAGE CAN [yJ VENT © MONITORING WELL ~ ;I;, PAINTED HANDICAP STALL SYMBOL <'..:}-PAINTED TRAFFIC FLOW ARROW ~ CONIFER TREE, TYPE ~ ANO DIAMETER AS NOTED 0 DECIDUOUS TREE, TYPE ANO DIAMETER AS NOTED ---P/T-OVERHEAD POWER AND -----T--TELECOM LINES -----p--ELECTRICAL LINES -----G--GAS LINE -----D--STORM DRAIN LINE -----S--SAN. SEWER LINE -----S--WATER LINE ---I-IRRIGATION LINE CMI Engineers Struct.uraJ Engfnee,s Landscape .Arohirects Community Planners Land SUrveyars Nefghbors TACOMA S:EATTLE 2215 North 30th Stree\ Suite 300, Tacoma, WA 98403 253.383.2422 TEL 316 Occldenlal Avenue Soulh, Suite 320, Seattle, WA98104 206.267 2425 TEL ProJeot Tltle: cnent: ALTA/SCSM LAND TITLE SURVEY GREENE-GASAWAY ARCHITECTS, PLLC PO BOX 4158 FEDERAL WAY, WA 98063-4158 CALVIN GASAWAY Job No. 211098.50 Issue Set & Date: APRIL 20,2011 NOTICE M.IEIIAlllll IF 1111$ DOCIJtlENl' !iWJ. fNM.11,\lE 11£ ~ Sf.II. MID 8'UE. NllCA.'IDI IF 'MS DOallEfT llCIS NOT IIElllllAlE FRiil llESEIMD OHRSHP ll!JIIS II It lllS DOaJlitOO IS All U!£ CN.Y JUI l1E PBO.£CT ftlftffl N 1IIE 1111.E llOCIC AIII IS llllT 11) 8E 11!iD RR R!P/,111, lel(Ul. (R l,IQIIClt 11) 1IIAT JIIIO£f (R All RI'{ 01IEll l'lmECJ. ' ,&. ________ _ ADDED UTILITY LINES TO SPRING GLEN SITE A PER SCHOOL DISTRICT RECORDS al, 3-13-12 TAD ADDED SURVEY DATA FOR SOUTH 27TH A STREET AND SPRING GLEN ELEMENTARY SITE £5:),. 3-6-12 TAD ADDED SURVEY DATA FOR COURTYARDS ANO &. PROPOSED ADA CROSSINGS 11-22-11 TAO Reytsions: Sheet Title: TOPOGRAPHIC SURVEY Designed by: Drawn by: Checked by: DGP/TAD OF Sheet No. r-,_" !·.,· . .., ___ ' ' . ' ,.,. 5 ocr21 ) C · <013 5 of 6 Sheets ' I I i i '. : ! ' i ' I ,. - w w U) SEE BELOW LEGEND @ SET 5/8" REBAR AND GAP LS 45161 0 FOUND REBAR AND CAP + SCRIBED "X" [g III 0 l!il @ DC00 SCOo 0 D .n. 0 EB K)I ffil ? ® GAS METER GAS VALVE CATCH BASIN YARD DRAIN STORM MANHOLE STORM CLEANOUT SAN. SEWER CLEANOUT SAN. SEWER MANHOLE UTILITY POLE GUY ANCHOR LUMINAR UTILITY POLE WITH LIGHT POWER J-BOX TELEPHONE RISER SIGN AS NOTED WATER MAIN MARKER BOLLARD MAIL BOX FlRE HYDRANT WATER VALVE WATER METER IRRIGATION CONTROL BOX HOSE BIB BLOWOFF GARBAGE CAN [Sil VENT I@ MONITORING WELL ~ (~ PAINTED HANDICAP STALL SYMBOL ~ CONIFER TREE, TYPE Y,:\ AND DIAMETER AS NOTED 0 DECIDUOUS TREE, TYPE AND DIAMETER AS NOTED ---P/T- -----T-------P-- -----G-- -----D-- -----S-- -----s-- ---I- OVERHEAD POWER AND TELECOM LINES ELECTRICAL LINES GAS LINE STORM DRAIN LINE SAN. SEWER LINE WATER LINE IRRIGATION LINE / / ,,( ,, /' / / / NELSEN MIDDLE SCHOOL/SPRING GLEN ELEMENT ARY A · PORTION OF THE N.E. 1/ 4 OF THE N. W. 1/ 4 OF SEC. 29, TWP 23 N., RG 5 E., W .M. CITY OF RENTON, KING COUNTY, WA~,HINGTON -·--·--·1 4, CHAIN ASPHALT LINK FENCE I EDGE OF BRICK 20 01020 40 ~~--L·~-~·-•I_I-----Ji SCALE: 1" = 20' I q Civil Engineers Structural Engineers *'~ti.ZS§ t,tl!J '"'l'I'•' " "' Landscape Architects 'hlim ~ a'l Community Planners ~~")}~ Land Surveyors AlJ~~ ~fB m,11tn1 TACOMA · SEATTLE 2215 North 30th Street, SuHe 300, Tacoma, WA 98403 253.383.2422 TEL 316 Occidental Avenue South, Suite 320, Seattle, WA 98104 2062612425 TEL Project Title: ALTA/SCSM LAND TITLE SURVEY GREENE-GASAWAY ARCHITECTS, PLLC PO BOX 4158 FEDERAL WAY, WA 98063-4158 CALVIN GASAWAY Job No. 211D96.50 Issue Set & Date: APRIL 20,2011 N011CE /,LllAAlnl CF ffi OOCUEIT 91/il.l. IM'/Jl.JDAlE THE PRITTSSOO& !m. Nill SIQ,AJURE. l'l/ll.!CAIK»I Cf ms llOCUIEfT 0025 Hur DEIW1E ffic.l RESUMO U!Hll9&' MGfTS II IT. 1115 DOO/llEIIT i5 flll 11!:E O!U fa! 1HE Pftl,l.(CT lll1IITTII II 1HE Till£ !lOCI( 00 JS NOT TQ llE IJSIJl ftll REPMI. ROil.UI. tR A001lCN w TllA.T Pftl,l.(CT tNI A11 00 ono PRO.ECT. & __________ _ ADDED UTILITY LINES TO SPRING GLEN SITE A PER SCHOOL DISTRICT RECORDS ~ 3-13-12 TAD ADDED SURVEY DATA FOR SOUTH 27TH A STREET AND SPRING GLEN ELEMENTARY SITE i!:J. 3-6-12 TAD ADDED SURVEY DATA FOR COURTYARDS AND &. PROPOSED ADA CROSSINGS 11-22-11 TAD Revisions: Sheet Tille: TOPOGRAPHIC SURVEY Designed by: Drawn by: Checked by: DGP/TAD DF Sheet No. 6 6 of 6 Sheets : ' w Cf) :::; -< I-z f-z (.) w w -, 2 0 Cl:'. w (L > 0 a: 0.... 2 w I- Cf) _J 0 0 I 0 Cf) >-a: <( I-z w 2 w _J w z w _J (:J (:J z a: 0.... Cf) ,,., ill 1#~.-·1, ~ $. .. -~, \ I• I ' 0, D g !/ D " 9 .. l I ! I ! I r ! I ~""" I . I i: ! / : \ . \ ''-t· ' . l 0 \ / / ,,. ,. ,.,.,' ,, ~------ ~ --------;,, " I GRAPHIC SCALE 0 15 30 60 FEET ~---~ I !" 30 FEET .. .. .. l • \ . \ ) i ··. . ' ,.;. ~.--r · "\.1_,..·_ ,_ LJ , ... , r-i 'r-:-;"'i- 1 I L 1 I \·L. 1-,·-·:.J I ·1. -. I 1 "'LJ L...'... . .:J· £/ ~'7--c---,-___,.. _ ___,..-,-,----~ I L--- ~-; , f , ( ADDENDUM #3 j\l>< STATE OF ,, j',-\ WASHINGTON 0" REGISTERED I---"...._ ~Ev1SION # 1 LANDSCAPE ARCHITECT . " ,..,. ,,_. ;,,; % "5i ~ •.s. ,,,, ""' '" .i;c; I I I t----1----------·----------·-··---- z = = =· '.,_ ~_J -1 I I I I I I \1 ·1 I \ I I / 0 .. ·--, : \ ' . \ -~ . tj I . ; iii I : 1. , .. \ \ I I f' r/ ··1!\ • I I , I I \,,_ Vl w > <!;. VJ w :z: 0 .~ w > <!; I J-- (X) 0 AGENCY REVIEW SUBMITTAL-2 JM KG AS NOTED ,------f----·j----·----l-::=:-------+---------1 DAAWI< S. MCINTYRE ONE !NCH YERTDL: NAVO 1~ HORIZOHT.-L: ~ 111SJ/tli91 Checked for Compliance to City __ Standard~ CITY OF RENTON 1if:fl:~ CHECKED: 1----+-------------------------,'---+-----,----l D. WOJTALA _.,T f\JU S0J....E If'~ ONE !NCH SCALE >CCOR04NGL'I' Planning/Building/Public Works Dept. LICENSE NO. 1119 EXPIRES ON 08/29/2014 NO. REVISION BY DATE APPF< EXISTING ON-SITE TREES TO BE PRESERVED AND PROTECTED ANO ASSOCIATED CANOPIES. SEE 1/Ll.6 FOR TREE PROTECTION DETAIL EXISTING TREES TO BE DEMOUSHED CONSTRUCTION UMfTS m ClT'fO= ::.:c,irtJr,. RECEIVF:D FFB 2 r )(i C -J '--' BUILDING DI\/IS!O!·, NOTICE TAC O MA· SEA TILE · SPOKANE · TRI-CITIES i i ~ ltJtA.TJ:»j Cf ~ o:;:(UIUfT ~ N'f,u:,l.1£ (t£ ~ ZM.. lffl ~l'M.. PU!l.J:.l,JOI Cf ms oo::U,Off OCB ltJf cm:G'.l'E. FRCM ~ twas I' oom II rr. TitS cw.uxr is rm t!'1: Cff..) ftR 11£ f'RO.£CT OOHJ'ED II IllE mu: B.ro( NO is ~o, ro E1E usrn n:R ~>.F.. R01Xa. c« 2215 North 30th Street, Suite 300 Tacoma, WA 98403 llOrot to IHAr ffi!AEr:t m FlR oo rrno PRll.ECT. 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB I $PRING GLEN ELEMENTARY SCHOOL SITE IMPROVEMENTS RENTON SCHOOL DISTRICT TREE INVENTORY PLAN "'"' 21 Feb 2014 L 1.0 ':llEtr; Of; 1 14 A-NNNNAA w :::, <( z g -:, 0 Cl:'. (L f- F I Cf) Cf) I (L (L (L Cf) 1-z w 2 w > 0 a: (L 2 w I- C!) _J 0 0 I 0 Cf) >-a: <( 1-z w 2 w _J w z w _J C) C..') z a: (L Cf) 0 I N .,_ N • • • 'I' .'; ... / ! t .,,., ·' .: . ~ '. .'4-" ,-.-; • "' ; .... , + _!\, • . . • • ~---• • ., '"1' ,i, "' ., • • INTERIOR PARKING LOT LANDSCAPING TOTALS FOR PROJECT: 81 PARKING SPACES 2,025 SQ FT REQUIRED 3,549.18 SQ FT PROVIDED 14 TREES REQUIRED 18 TREES PROVIDED 177 SHRUBS REQUIRED 233 SHRUBS PROVIDED 42 DECIDUOUS (18%) 191 EVERGREEN (82%) "': ~ •• 6' CHAIN LINK·· FENCE -• ',-. ,.,. """" =-, ... FUTURE GREEN HOUSE-- N.I.C. i« , ,,i, ,i, ,;I<,."' ,i,' .... ,i, '¥ -I, / .... "' • I . r PICNIC TABLE • · ..... ~···.··'\".···· v\'Y. -.. : .-". · , : .' _, .' . ,I,"':"'"' "',/'+'r'·~·;·~ .. +:~·:··i~::·=·:-!:'·=··~·:"·~·~·~·~==·,~·~·;·=·~·=!;·~·~·~·~·J;:;·;·~·=·~·==·x·~·=~··=·=t·=·~·=·m\ : ..... :·,...: .... __ : .... I "' ,,! ~':' ,i, "' ,i, w 'V : :·: i: j:: : 12;;;, CLEARANCE (TYP) ! _,,-,~J ·. . : : : : : : : I • ., ••• , •.• GAT D ., D D 'V : * ... KNO '¥ ' ,i,'\ BO \, X . ~·.,, .• . • .. ,.',:t .. .> .. ,.,,, : ,, .-. KNOX BOX ROADWAY GAT '. ~-. "' ; "' '¥ i ,x · · 5'-0" DD DD i·:·:·:·: CLEARA~CE (1YP)t_0_:_.· c.,'."._. ___ 0-.-. -~-:=.==:. : : : : : : : : :IA--:--:-:--r-="-'r • .....u..u. ""-'-'. =.=--.-tr • I "' . "' i '"' "' \ -I< 'r "' +. ·-. "' • X •· ..: \ "' ; "' •j, 'l-" .£, "' "' • 1 • ..,. } "' ; "' "' :+ ~ -i:. +; X I r .. "-' ; "' "' "' i "' : "' /w "' . . ...... ~ . ..• . . "' . ----------~ "' '¥ .... "' !• .... ,i, "' •• ' ,I, "' "' • i,... • + "' "' "' ~I "' .... .., ... "' I.... .... ,..._ "' "' "' "' .... ,i, "' imll .... ,... ",i, "' .... ·' PEDESTRIAN I "' "' ,... • "' GATE ~1 ' • • ., I • I $1 "'"' "'"' I • • ' , '\I . . ,-, I I I I I·-, I I I I I • I I L-~- r---'-,.1 I I I I I I \ 'I I i t ____ _J • ' •••• ·DOUB ELD •• SWING ~A E~ . ' ; . ' ~-' 'IT:111-~· .. L_O ... ' ·. I ' ·, -,r.----·_1 ).:_,' I , l ,,,_.-..I'-I / : -L--:J 3 OUBLE SWING GATE · F ~~-. t----t=====-=~-----,J, . \,_. I.,. 'J L1.6 . ,. ,, .. , :.-.,"· L __ _J ATE ,i, •'"' .. . . . . • • • •• • • • • • • •• • • MATCH LI NE S\..!H..!:::.E..!:::.ET..!......!:::L....!..1.~3------.,----------, ~ EXISTING LANDSCAPING TO L_j SATISFY BUFFER REQUIREMENTS: /\I> STATE OF /?-\ WASHINGTON 0?, REGISTERED LANDSCAPE ARCHITECT 21,328 SQ FT THIS SHEET ONLY 448' TOTAL LENGTH -oo· DRIVE APRON 448' TOTAL REQUIRED BUFFER LENGTH X 10 ; 4,480 SQ FT REQUIRED 15 TREES REQUIRED NUMBER OF TREES: 7 FIR 1 CEDAR 17 PINE 25 TOTAL ENTIRE PLANTING AREA IS COVERED BY A DENSE PLANTING OF SHRUBS. APPROXIMATELY 70% IS EVERGREEN COTONEASTER. PERIMETER PARKING LOT LANDSCAPING THIS SHEET ONLY: 242' TOTAL LENGTH -00' DRIVE APRON 242' TOTAL REQUIRED BUFFER LENGTH X IQ'; 2,420 SQ FT REQUIRED 2,l20 SQ FT PROVIDED 9 TREES REQUIRED 12 TREES PROVIDED 121 SHRUBS REQUIRED 191 SHRUBS PROVIDED 66 DECIDUOUS (29%) 125 EVERGREEN (71%) JM 1/24/1 1_...,.._-+A--'DDENDUM #3 i--,.....__1 -'REYI:::.. c:.Sl-'-ON-'-1!_# !,___ ______________ -·--------··· ------+--KG-l-2-"c/~21c../~1 t----t-------j l'-='--"-''--1----1 """""" D. WOJTALA DRAW'N: f-------1--------------·····--S. MCINTYRE AGENCY REVIEW SUBMITTAL-2 AS NOTED ONE: INCH vtlmCAL: r¥.VD 1966 HORIZONTN..: HNJ 198J/1i91 • I • • • I I I I I I ,I I I I I • LEGEND ;e1 Iii\ IN ¥'!1 Mlli Wil 1\1 CONSTRUCTION LJMITS GENERAL LANDSCAPE NOTES I. SUBMIT TO LANDSCAPE ARCHITECT (LA), ONE MONTH PRIOR TO CONSTRUCTION, CONF!RMED PROCUREMENT ORDERS FOR All PLANT MATERIAL PROVlDE THE QUANTITY, LOCATION, PHONE NUMBER ANO ADDRESS OF THE GROWER. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVlDING QUANTITY OF PlANfS THAT ARE REPRESENTED BY SYMBOLS ON THE DRAWINGS. IF A DISCREPANCY BElWEEN THE PLAN AND PLANT SCHEDULE IS ENCOUNTERED, NOTIFY THE LA FOR ClARIFlCATION IMMEDVITELY. 3. ALL PLANT MATERIAL SHN..L CONFORM TO Am STANDARDS FOR NURSERY STOCK, LATEST EDITION. PROVlDE HEALTHY WELL-BALANCED PlANT MATERIALS AS SPECIFIED. CONTACT LA. IN WRITING 3 WEEKS IN ADVANCE OF PLANT MATERIAL DELNERY TO ESTABLISH ON-SrTE INSPECTION. PLANT MATERIAL SHALL NOT BE INSTALLED UNTIL rT HAS BEEN APPROVED BY THE LA ALL PLANT MATERIAL SHALL BE PLACED IN ONE ISOLATED LOCATION ON THE PROJECT SITE AND PROVlDE UNRESTRICTED ACCESS FOR VlSUAL INSPECTION OF INDMDUAL PLANTS. PLANTS SHALL BE ORGANIZED IN BLOCKS BY SPECIES AND SUFFICIENTLY SPACED TO OBSERVE OVERALL GROWfH HABIT. TREES SHALL BE UNTIED ANO BRANCHES SEPARATED. UNACCEPTABLE PLANT MATERIAL SHALL BE REMOVED FROM THE JOB SI fE. 4. SEE CIVIL DRAWINGS FOR GRADING AND UTILITY LOCATIONS. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR CONFIRMING LOCATION OF ALL UTILITIES. CALL FOR lJflLJTY LOCATE PRIOR TO EXCAVATION (800.424.5555). CONSULT WITH GENERAL CONTRACTOR PRIOR TO EXCAVATION. 6. IF UTILITIES ARE ENCOUNTERED, CONTRACTOR SHALL PROMPTLY INFORM GENERAL CONTRACTOR AND REPAIR ANY DAMAGES. 7. OBTAIN WRlffiN APPROVAL OF FINISHED GRADES FROM LANDSCAPE ARCHITECT PRIOR TO PLANTING OR SEEDING. 8. REFER TO SPECIFICATIONS FOR TOPSOIL AND MULCH TYPE AND DEPTHS. CONTRACTOR SHAU ENSURE THAT TOPSOIL ABUTS PLANT ROOT BALLS AND MULCH TAPERS TO THE 4" MULCH DEPTH REQUIRED. 9. CONTRACTOR SHALL INSTAl.1 IRRIGATION SYSTEM TO PROV1DE COMPLETE UNIFORM COVERAGE AS SHOWN ON L2.1 -L2.6. TEMPORAAY IRRIGATION SHALL BE PROVlDED FOR REMAINING LAWN AREAS UNTIL ESTABLJSHED. 10. CONTRACTOR SHALL CLEAN UP ALL DEBRIS AND LEAVE SITE IN A NEAT CONDITION. 11. CONTRACTOR SHALL MAINTAIN THE SITE AS DESCRIBED IN SPECIF!CATIONS AFTER FINAL ACCEPTANCE IS RECEIVED IN WRITING FROM THE OWNER'S REPRESENTATIVE. 12. CONTRACTOR SHALL WARRJ\NTEE THE PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE. NOTES 1. FOR PLANT SCHEDULE AND DETAILS SEE SHEET Ll.5 THROUGH Ll.7. 2. SEE CIVIL FOR ALL HARDSCAPE, STAIRS, RAILJNGS AND MOW CURBS. GRAPHJC ,aGALE C ·.,,-,. rt~l1;J:L·,.,. 0 10 20 40 FEET 1.-.~ I j I: I ''D''' .-({ tOf\j !" ; 20 FEET Checked for Compliance to City Standards ----------- CITY OF RENTON NOTICE N..TEP.AD)t {f MS OCOMElH ~Wl PN.1.1..G'.Tr ll£ ~ ~ Hf) SJ.X'.PM.. IW..1:.A!Ui (T nr:; i)C(UV!T OCfS lfOT [EIOC,m: fRCW Pl5ElMD ~ OOHS M Ff. 1ttS OOJ..l,OT IS ftR U~ CH.r fl::!1 TII£ PRO.Ecr UXlff'D H THt mu ~o:,: RO !S HOT lTJ B£ <flD fCR REPIJ'., RD1CCU W ID:UOI lll n-m ffiru;C""f tR fT;R J.Jff Ollfli ~CT. TAC O MA· SEA TILE · SPOKANE · TRI-CITIES 2215 North 3oth Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB """ 21 Feb 2014 CI-IECKEO: ·--1----+---+----1 0. WOJTALA AT FV~ ~ IF' HOT ONE IHCH SC'lE ACCORDlliGLY Planning/Building/Public Works Dept. SPRING GLEN ELEMENTARY SCHOOL SITE IMPROVEMENTS RENTON SCHOOL DISTRICT LANDSCAPE PLAN AND NOTES L 1 .1 LICENSE NO. 1119 EXPIRES ON 08/29/2014 NO. REVISION BY DATE APPR SHEET: Of": 2 14 A-NNNNAA 1-- 1-- 1-- 1-:- ' -(J) . . U) I CL CL CL w (f) ::; <( 1--z f-z 0 w w ---, 2 0 Q'. w 0.. > 0 [( CL 2 w 1-- (f) _J 0 0 I 0 (f) >-[( <( 1--z w ~ w -' w z w -' (9 (9 z -[( CL (f) I , I I I :I ' J .' i i ! i f ' ! ; i l ,· '< l !' ' , • : 1 , I u J' i I / ; I i i I . i i i i i f . i; .. ,. , TIE l~~ol EXISTIN ' LOCATION' SHOWN. r · • : , I . i I I I ,,,'--.--., ... ' -·"·· ' i . ' ' )) ! 'i • FE~CE. • • N 01VIL . • PLANS. /\I< STATE OF ,., /?-\ WASHINGTON 0" REGISTERED LANDSCAPE ARCHITECT 1ft: G%!':- ucENSE NO. 1119 EXPIRES ON 08/29/201-4- TIE INTO EXISTING FENCE. LOCATION SHOWN ON CIVIL PLANS.' DOUBLE SWING GATE FENCE EXCEEDS 48" IN HEIGHT TO ENSURE PUBLIC SAFETY. 6' CHAIN LINK FENCE S. 27TH STREET . ,/ MOW CURB (SEE CIVIL) . ! I • • I • • I • • /I • . "". ~ 18 •I • ,. • • I Cf) w z _J I 0 I- <( ~ LEGEND 1:tJ i:t: !Ji L1 :p iM ffH CONSTRUCTION LIMITS NOTES 1. 2 . 3. FOR PlANT SCHEDULE AND DEfAILS SEE SHEEf L1.5 THROUGH Ll.7. FOR IRRIGATION PlAN AND DEfAILS SEE l2.1-L2.6. SEE CIVIL FOR ALL HARDSCAPE, STAIRS, RAILINGS AND MOW CURBS. ~w.oc "''' " RFr"EI' ·r • GRAPIUC SCill.E · ' ... ' 0 10 ~ ... 1" = 20 FEET Checked for Compliance to City Standards f--~· t--------··-------DRAWN: S. MCINTYRE f----1-------------------+--~l----------1-~--=:::...::::::::.:.:..'.:.:.::_~-1 '""""' f----t~----~~~~~---------+---+---+-~--1 D. WOJTALA NO. REVISION BY DATE APPR "'= AGENCY REVIEW SUBMITTAL-2 NOTICE li.lERATUI IF Tl-fS OCOML'lf ~ NV.'UJ,1,.1( TI£ l'RO'm»l.'i. ~ HlJ ~ID,,!£. PIJ!l.cAl'Uf Cf TrlS 0CXU£NT OC:CS t«:11 IE!OOATE IBO.I ~,ro O#f:R9-F OOITS ~ IT. IMS llCO.AtXI IS HR ir.i; CK.~ fO. TI-lE f'RO,(CT VD!IHD N TilE TlllI a.CO: #0 IS liOT -ro 8C IJ.HJ R:fl ID>.F. ~ Cl: /£OT04 10 THAT Pl!O..Ei;r CR RR oo cmo FRO..a'T. TAC O M A· SEA TILE · SPOKANE · TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 9B403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB --------------------- AS NOTED ONE INCH AT FlJU. ~ !f' NOT ONE INCH SCALE ~t+GL'I' CITY OF RENTON Planning/Building/Public Works Dept. SPRING GLEN ELEMENTARY SCHOOL SITE IMPROVEMENTS RENTON SCHOOL DISTRICT LANDSCAPE PLAN °'"' 21 Feb 2014 L 1.2 SHE!n Of; 3 14 A-NNNNAA w :::;; <( z I-u w , 0 0:: (L I-' I-' I-' I-' I Cf) Cf) I 0... 0... 0... Cf) f-z w 2 w > 0 cc 0... 2 w f- Cf) _J 0 0 I 0 Cf) >-cc <( f-z w 2 w _J w z w _J ('.) ('.) z 0: 0... Cf) r I I I I I I I I I I "! I ~ 81 I1 Cl) I w z _J I u f- <( ~ I I I I I •• • • /, / ' ' ,, '( [ .. I ,1 . ' . '. i .___· FENCE 'EXCEEDS 48.'.. IN HEJGH(TQ ENSURE PUBLIC'·SAFIT/.r· 25' MATCH LINE SHEET L 1.1 •• • • • • .. . • • •• • • • • • • • • •• •• LEGEND I / "'i "' "' I"' -.j ~ j ...-i "' : "' ! ACCESS CONTROL POST {I '.Xii FU rw fa'] !I] kW CONSTRUCTION LJMITS • ~ 1 b,;,;,777777,777,'7?7'777777777,'77c.~ w; "' i ,,~ .. J ' I I j\p, STATE OF ,, I';,\ WASHINGTON 0" REGISTER ED LANDSCAPE ARCHITECT ~fl:~ LICENSE NO. 1119 EXPIRES ON OB/29/2014 :1 .·. . . L --·'-~--" -- S. 27TH STREET PERIMETER PARKING LOT LANDSCAPING THIS SHEET ONLY: 407' TOTAL LENGTH -25' DRIVE APRON 382' TOTAL REQUIRED BUFFER LENGTH X 10'= 3,820 SQ FT REQUIRED 3,820 SQ FT PROVIDED 13 TREES REQUIRED 15 TREES PROVIDED 191 SHRUBS REQUIRED 191 SHRUBS PROVIDED 46 DECIDUOUS (24%) 145 EVERGREEN (76%) 407' ADDENDUM #3 JM 1/24/1 ~=::::.~-::1-'c,R~EV~S~IOccN ::;.-#c"-1 ----~~~~~-~~~-~~~----l~K--cG----J:.:J.2/.21/1 /" JJESQJEJ>. D. WOJTALA S. MCINTYRE AGENCY REVIEW SUBMITTAL-2 AS NOTED OHE INCH \ >·····, I I I NOTES 1. FOR PLANT SCHEDULE AND DETAILS SEE SHEET Ll.5 THROUGH Ll.7. 2. FOR IRRIGATION PLAN AND DETNLS SEE L2.1-L2.6. 3. SEE CIVIL FOR AUL HAADSCAPE, STNRS, RAILJNGS ANO MOW CURBS. 4. LOCATE ACCESS CONTROL POST 4' -0" FROM DOOR AND Nr.GN WITH RIGHT SIDE OF DOOR. ~ _J f-w w I C/) w z _J I u f- <( ~ I" = 20 FEET BUILDING Dl\1 ':,:: '" 40 FEET Checked for Compliance to City Standards CITY OF RENTON -----NOTICE M..l(RAM CF 11-tS c:o:uron 9WJ. NY~!E. M F'!l(f~ Vt. >NJ "DIA!lll<'E. FW..£,1,TQI Cf 11-lS 00.JAEllT lUS 'ICJf EnX.A IE FROril RE:iOO'tD <J!tOS-F ~ II If. 11-JS OCQMJIT t'S HR ~ CH..'f ~ Th'£ Pf!O..U'f ID~ N lHt: TJilE a.cu. ~ IS ~OT 11) !{ VE ~ REF'AP. RE1U8. C'1 KnlOI fO 1HA T fffilECT {R Fffl Alff IJJJ6: PRO.En TACOMA· SEA TILE· SPOKANE· TRI-CITIES 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB """ 21 Feb 2014 CHEC!<EO:. f------jl-----------------------+----+---l D. WOJTALA M fl.ILL SCALE If NOT ONE INCH SC>l.E N:CORCltNGL'I' Planning/Building/Public Works Dept. SPRING GLEN ELEMENTARY SCHOOL SITE IMPROVEMENTS RENTON SCHOOL DISTRICT LANDSCAPE PLAN L 1.3 NO. REVISION BY DATE APPR N'l'R<>,<J> SHEET: OF: 4 14 A-NN~INAA w ::, .,: z I- (.) w -, 0 Q:'. Q_ . ' f-~ }--r r ' (J) (J) ' 0... 0... 0... (J) I-z w 2 w > 0 [( 0... 2 w I- (J) _J 0 0 I 0 (J) >-[( <( f-z w 2 w _J w z w _J CJ CJ z a: 0... (J) 108TH AVE. S. E. MATCHLINE SHEET L 1.3 • •• \. FLAGPOLE SCORING . i1P£f &'ff'%<'¥ "'.f}\if~t;,;,-'.})"·· '· """" }:·.0 · READER BOARD SEE ARCHITECTURAL PATIE •• :• V,;.;c'."ccc-,~-y·,.o_,., o..m.~#~·.·~·'Wc,• S AVE. S. 1\1>< STATE OF .., 1?-\ WASHINGTON 0" REGISTERED LANDSCAPE ARCHITECT =itfl:~ LICENSE NO. 1119 EXPIRES ON 08/29/2014 MATCHLINE SHEET L 1.1 •• • PEDESTRIAN GATE •• • • N INK FEN EXISTING PRIMARY BUILDING ENTRANCE MAILBOX .. (-.. f • • f•e'\ fo,~---•f f ,f f f f ' .... f f• o(. f ,f, f .. -f f.,f ... :,~ + f f··<c-<' f· f f f 'f f " f <C f. .+ 5"' f f t f --~·:·: ___ -_,---;""""·_--.,, .. -~ ---------- / ' ' • ' ' ' ' ' ' • . ·{ ' • ' ' • f ' ' • ''f' < . .. • ' f ' f ' ' ' .. , ~ / ~! ; . ~ ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ... ':" ... : ' •• ' ------------------ ,,:;; 34' EXISTING LANDSCAPING TO 34-FOOT DRIVEWAY WOTII IS NECESSARY TO ACCOMMODATE MINIMUM REQUIRED FlflE TRUCK TURNING RADII FROM BOTH JONES AVE S AND SE 164TH ST INTO THE PROJECT SITE AND FIRE ACCESS ROUTE. 381' PERIMETER PARKING LOT LANDSCAPING EJ SATISFY BUFFER REQUIREMENTS: THIS SHEET ONLY: 472 SQ FT THIS SHEET ONLY 519' TOTAL LENGTH 134' TOTAL LENGTH -64' DRIVE APRON -oo· DRIVE APRON 455' TOTAL REQUIRED BUFFER LENGTH 134' TOTAL REQUIRED BUFFER LENGTH X 10'= 4,550 SQ FT REQUIRED X 10= 1,340 SQ FT REQUIRED 4,550 SQ FT PROVIDED 5 TREES PROVIDED 16 TREES REQUIRED NUMBER OF TREES: 18 TREES PROVIDED 5 FIR 7 PINE 228 SHRUBS REQUIRED 11 TOTAL 228 SHRUBS PROVIDED ENTIRE PLANTING AREA IS COVERED BY A DENSE PLANTING OF SHRUBS. APPROXIMATELY 80 DECIDUOUS ( 35%) 70% IS EVERGREEN COTONEASTER. AGENCY REVIEW LEGEND i"l !/£1 WJ lim lit, ih! Wi CONSTRUCTION UMITS NOTES 1. FOR PLANT SCHEDULE AND DETAILS SEE SHEET L 1.5 THROUGH L 1.7 . .... 2. FOR IRRIGATION PLAN AND DETAILS SEE l2.1-l2.6. . ,,.w-,ne;;' ·w,eo, -----1------------- Checked for Compli-ance to Ci~Y' :Standa~ds 3. SEE CIVIL FOR AILL HARDSCAPE, STAIRS, RAIUNGS ANO MOW CURBS. 4. LOCATE FRONT FACE OF MAIL BOX SO THAT IT IS 1 '-0' FROM THE FACE OF CURB. NOTICE GRAPHIC SCALE 20 0 10 ~ ~ ..i CIT'! Oc "·' a , Rrc.r~:.1\ ·: '-' ,. 1" = ZO FEET FEB t. ', BUILDIN<::O 40 FEET I TAC O MA· SEA TILE · SPOKANE · TRI-CITIES 148 EVERGREEN (65%) SUBMITTAL-2 "-------'-'----~-- .IL1£RAJl)j Cf lllS ~T !iWl NWLOA!E n£ ~ ~ NlJ SViAJU'il:,. F'Vl:U;AOCN CF lHS tx10.IOi1 OCB NOT ~ IE fROI R&R'rED C11ff"r3-F oo-m N rr. ms OCO,.l,OfT ts ft'R US: OiU FQI THf f'!iQ..(GJ OOIIJEI ft JHE llll£ a.co: Nf) IS ~r m a=:: IHD f'tR REPAR. ira,xe_ Cl'! J.COOOI 10 Tl\l,T ffiQ..£CT CJ! FIB /IXY IJIIO Piro,£l;l. 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.3831572 FAA www.ahbLcom WEB ADDENDUM #3 JM SVRVE'r'EO: REVISION #1 ---,---KG """'"'°' AS NOTED D. WOJTALA --------+----·-__ ,, __ ,___ __ , f---,..-, -------------! S. MCINTYRE ONE: INCH CHECKED'. 1------,1--------------------+---+---+-----< D. WOJTALA AT FULL SCAl.£ IF NOT ONe'. INCH SC'J.E ACCOfttHNOL'!' NO. REVISION BY DATE APPR CITY OF RENTON Planning/Building/Public Works Dept. SPRING GLEN ELEMENTARY SCHOOL SITE IMPROVEMENTS RENTON SCHOOL DISTRICT LANDSCAPE PLAN """' 21 Feb 2014 L 1,4 SHEET: Of: 5 14 A-NNNi\lAA w 2 <( z f--u w -:> 0 O'.'. • 0.. • I- I- I- I- I if) if) I 0.. 0.. 0.. (f) I-z w 2 w > 0 0: 0.. 2 w I- if) _J 0 0 I 0 if) >- 0: <( I-z w 2 w _J w z w _J 0 0 z - 0: 0.. if) • PLANT SCHEDULE TREES CODE BOTANICAL NAME T1 FRAXINUS LATIFOLIA T2 FRAXINUS OXYCARPA 'RAYWOOD' TM T3 PARROTIA PERSICA 'VANESSA' T4 PICEA OMORIKA PC PYRUS CALLERYANA T5 ULMUS X 'PIONEER' SHRUBS CODE BOTANICAL NAME 0 S1 CORNUS STOLONIFERA 'KELSEY!' 0 IS ILEX GLABRA 'SHAMROCK' S2 PRUNUS LAUROCERASUS 'MOUNT VERNON' GROUND COVERS CODE BOTANICAL NAME E1 EPIMEDIUM X PERRALCHICUM 'FROHNLEITEN' G2 JUNCUS PATENS 'ELK BLUE' SOD/SEED CODE BOTANICAL NAME [] . . M2 FIELD GRASS MIX [J . Ml SEEDED LAWN MIX COMMON NAME CONT OREGON ASH 2'' CAL RAYWOOD ASH 2" CAL PERSIAN PARROTIA 2'' CAL SERBIAN SPRUCE 6-7' HT. ORNAMENTAL PEAR 2" CAL PIONEER ELM 2" CAL COMMON NAME CONT KELSEY DOGWOOD 2 GAL INKBERRY 2 GAL MOUNT VERNON LAUREL 2 GAL COMMON NAME CONT 1 GAL SPREADING RUSH 1 GAL COMMON NAME SEED SEED /\I< STA TE OF ,, /',-\ WASHINGTON 0" REGISTERED mr 2 31 20 9 33 19 mr 338 136 935 SPACING mr 36" o.c. 2,041 24" o.c. 736 SPACING ill'f 5,282 SF 47,512 SF ADDENDUM #3 l--'.....___1B_EVISION # 1 -----·-------·~------ LANDSCAPE ARCHITECT f----+----------·--···---~--~-----·--·--~ ~ NOTES: 1. DRIVE STAKES OUTSIDE OF ROOT BALL -SINGLE STAKE TREES LISS THAN 6'. 2. PLACE TREE WITH TRUNK FLARE 1" ABOVE FINISHED GRADE. 3. REFER TO SPECS FOR ADD'L INFORMATION. ""' 0 FINISHED "' GRADE Cl 2X THE SIZE OF ROOTB/\LL TREE STAKES - (2) PER TREE REMOVE EXCESS SOIL AT ROOT COLLAR OF TREE. EXPOSE ROOT COLLAR FOR INSPECTION BY L.A. 4" OF MULCH-TAPER MULCH NEAR TRUNK. NO MULCH AGAINST TRUNK BACKFILL WITH SOIL MIX AS SPECIFIED -WATER IN 6' LAYERS DO NOT TAMP -----REMOVE WIRE BASKET & BURLAP FROM TOP AND SIDES OF ROOTBALL. -----LIGHTLY COMPACTED SOIL MIX, WATER THOROUGHLY DECIDUOUS TREE PLANTING <r> \:! ~ 1" = 1·~0" NOTE: I. REFER TO SPECS FOR ADD'L INFORMATION. 0 >--z:c c., "' c.:,-~~ c., "' ~~ FINISHED GRADE 'lo 2X THE SIZE OF ROOTBAILL OR CONT. EVERGREEN OR DECIDUOUS SHRUB P-2013-0241-02 ROOT COLLAR OF SHRUB SHALL NOT BE COVERED WrrH SOIL OR MULCH. EXPOSE ROOT COLLAR FOR INSPECTION BY L.A. 4" OF MULCH FORM CONTINUOUS 2" HIGH WATER BASIN BERM BACKFILL WITH SOIL, MIX WATER IN LIGHTLY COMPACTED SOIL MIX WATER THOROUGHLY 3 -------0 SHRUB PLANTING NT S P-2013-0241-04 AGENCY REVIEW SUBMITTAL-2 AS NOTED -·-~-----.. ~-1---t-DAA=.,.,-, ------t--------, S. MCINTYRE ONE INCH NOTE: I. ALL GROUNDCOVER TO BE PLANTED AT EQUAL SPACING (TRIANGULAR) PER O.C. SPACING ON LEGEND. GROUNDCOVER (TYP.) 4' OF MULCH FINISHED GRADE GROUNDCOVER SPACING PLAN ef----~ SPACING X .86 FOR TRIANGULAR PATTERN SPACING • N - BACK OF CURB OR BEDUNE AS SPECIFIED GROUNDCOVER r,-...__ BACKFILL wrrH SOIL, MIX WATER IN _i__ ______ i""' ..... ..._.:.--......J1~ LIGHTLY COMPACTED 2 NOTES: 2X THE SIZE OF ROOTBALL OR CONT. GROUNDCOVER PLANTING NTS 1. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION. 2. INSTALL PER MANUFACTURERS RECOMMENDATIONS. SOIL MIX, WATERED THOROUGHLY FOR CONTAINERIZED GROUNDCOVER P-2013-0241-03 3. INSTALL RACK 2' FROM EDGE OF PAVEMENT ANO BUILDING FACE. 0 I ;,, • <O #4 REBAR (8" LONG EACH WAY) WELDED TO PIPE ·..,. APPROX. 9'-5" UNLESS OTHERWISE NOTED APPROX. 9 5/8" ~ u • N 2 3/8" 0.0. SCHEDULE 40 STEEL PIPE. 1~-ACP WALK 5/8" MINUS CRUSHED ROCK -COMPACTED 0 BICYCLE RACK 4~------- 1" = 1" P-2013-0241-11 ---=1ic(;\'ni\l:@)]l 0 Planning Division ffi\[p) [p) ~ (Q) ¥/ ~ [Q) ~~ Checked for Compl,l,ance to City Standa.r.ds -------·----~- CrTY or RE~1('1', RECE!\/f'D fEB 2 5 2>, NOTICE TAC O MA· SEA TILE · SPOKANE · TRI-CITIES CITY OF RENTON n.i!RAJ'Qj Cf lrlS !JCOJIIENT SW! ttf>t.01.'IE Tl£ ~ VI.. >HJ SGiAI\JRE. FW...L'.rut Cf TIIS OC'O.M.lfl OC£S IIO[ lUOCJ.rE fRclt RE':lR\-'ED C1ltfR.l-F oo-ITS ti IT. TH'S D[O...lfJfl IS fCR !JS: OH._Y fC!! mr FRO.E.CT OOIJHD ti T'rll Tlllf a.ro; N{) 5 KOT T1J !£ ~ f'CR RtP>.E!. RO((U Ctl l£«rol T1J IHA T Fro(Cl Cf! HR AA'f OTtfR f'R0.£1:r. 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422 TEL 253.3832572 FN< www.ahbl.com WEB SPRING GLEN ELEMENTARY SCHOOL SITE IMPROVEMENTS RENTON SCHOOL DISTRICT """' 21 Feb 2014 flE!..D80(J(; 1&:fl::~ CHECKEO; 1----+------------------+---+---+-----l D. WOJTALA "T FUU 5("1.£ IF' NOT ONE INC!-! SCALE >CCOROINO\. 'l' Planning/Building/Public Works Dept. PLANT SCHEDULE AND LANDSCAPE DETAILS L 1.5 LICENSE NO. 1119 EXPIRES ON oa/29/2014 NO. REVISION BY DATE APPR SHEET: Of": 6 14 A-NNNNAA