The URL can be used to link to this page

Home My WebLink AboutLUA 07-122_2_Large FormatORIGINAL SHEET JS 30" >:: 42" copyright© 2007 all rights reserved : rx CB , : r f'tl= 55.CJ 1 : I /f i/P/f'.' (i'v}-J0.2 i ' JF 7/P)I,'} ([j= J0.9 ; I i ' -·--. ' '- -, ' ,--- MATCH LINE SEE SHEET C4.02 0: CB Rl'J~ JJ.5J'v, , /[ !2"cP[P(t/-;-2?.5} /1 'I '' 'I ' ' Call before you Dlg. 8-1-1 or 1-800-424-5555 UNDERGROUND SERvtCE (USA) OWNER RENTON SCHOOL DISTRICT #403 1220 NORTH FOURTH STREET RENTON, WA 98055 ARCHITECT McGRANAHAN ARCHITECTS 2111 PACIFlC AVENUE, SUITE 100 TACOMA, WA 98402 (253) 383-3084 CONTACT: THOMAS MARSHALL ENGINEER COUGHLIN PORTER LUNDEEN 413 PINE STREET, SUITE 300 SEATTLE, WA 98101 (206) 343-0460 CONTACT: TIM BROCKWAY, PE SURVEYOR PACE 1601 2ND AVE, SUITE 1000 SEATTLE, WA. 98101 (206) 441-1851 CONTACT: NEILS CABBAGE, PLS LEGEND ,SPHALT PAVING CONCRETE PAVING BUILDINGS GRAVEL CURBING ROCKERY TREE W/PROTECTION WATER LINE EXISTING O.XXJ ---,','{--- STORM DRAINAGE LINE --'.iU SANITARY SEWER LINE-ss- POWER TELEPHONE LINE GAs LINE -p -- -T -- ,:;-- WATER METER/VALVE/FH > M y STORM CB/MH ~ -1 /~ 'r., __ _J ''sc.~ SANITARY SEWER MH/CO r} 0 GAS VALVE/MEIER m i 'r( STREET LIGHT ASSEMBLY\!-->-\ CONSTRUCTION LIMITS PROPOSED _,_-- -P- -T- -G- • • -- u ~ < u E architect_ McGRANAHAN ARCHITECTS civil engineer __ COUGHLIN PORTER LUNDEEN landscape design_ JEFFREY 8. GLANDER & ASSOCIATES structural engineer_ PCSA STRUCTURAL SOLUTIONS mechanical engineer - BOGARD ENGINEERS. PS electrical engineer_ COFFMAN ENGINEERS, INC project_ RENTON TRANSPORTATION CENTER client_ RENTON SCHOOL DISTRICT #403 location_ RENTON, WA Project No. C06-0055-02 GRADING AND DRAINAGE PLAN revision_ issued_ SCHEMATIC DESIGN DESIGN DEVELOPMENT SITE PLAN REVIEW drawn_ Scott Steinmetz checked_ Tim Brockway. PE sheet_ C4.01 17 APR 07 17 AUG 07 26 SEPT07 ocr -5 2001 H!t~CEIVEO ~i 1 I r I 1 ' ------'------'-----_, ORIGINAL SHEET IS 30" x 42" copyright© 2007 all rights reserved I ' ' ' -It,/ -J I~ ,~ !I·' 8 ' ' - ]'1 '\ 11·=-------:D - ,_: tx Cd ~'. Rik-J1. ! I '1 l[ !J"PYC"/1 =28.5' I /[ J;/P1t 'i =J!J.5 . Ii( iflYC [ -288' Iii u MATCH LINE -SEE SHEET C4.01 I :l ···1 ,v~ j I , / y \ • / .-\ I - I I ~ < -- , I I I I 1!. I ! ' i : I I• ! i I I •; '._j i, ;oca;\ I ' ,, ' ij ! ' j 0' <..fi ' 1 I I LXCB R1ilf--c JlCO I /[ I 8 't'UlV,'.{P1T 2 7. OJ iE fS};p[P(S/t27.20 I,' !J"~'f'f.!'(W)--27.50 ::.::;i --M-_:[: ' --1 0 10 ~ 20,c_ ___ _:,;40 I I SCALE 1"=20' Call before you o, g. @ 8-1-1 or 1-800-424-5555 UNDERGROUND SERVICE (USA) ' OWNER RENTON SCHOOL DISTRICT #403 1220 NORTH FOURTH STREET RENTON. WA 98055 ARCHITECT McGRANilHAN ARCHITECTS 2111 PACIFlC AVENUE, SUITE 100 TACOMA WA 98402 (253) 383-3084 CONTACT: THOMAS MARSHALL ENGINEER COUGHLIN PORTER LUNDEEN 413 PINE STREET, SUITE 300 SEATILE, WA 98101 (206) 343-0460 CONTACT: TIM BROCKWAY, PE SURVEYOR PACE 1601 2ND AVE, SUITE 1000 SEATILE, WA. 98101 (206) 441-1851 CONTACT: NEIL S CABBAGE, PlS LEGEND ASPHALT PAVING CONCRETE PAVING BUILDINGS GRAVEL CURBING ROCKERY TREE W/PROTECTION WATER LINE EXISTING I ___=1 I_· ---' [22a 2 j ---w - STORM DRANAGE LINE--:;o - SANITARY SEWER LINE -ss - POWER TELEPHONE LINE GAS LINE -P ,-- G- WATER METER/VALVE/FH" " y STORM CB/MH '' ,f";\ I I '!._, ;/ SANITARY SEWER MH/CO r_, o GAS VALVE/METER m STREET LIGHT ASSEMBLY?~~ CONSTRUCTION LIMITS PROPOSED -- -P- -T- -G- • • -- ' '·••' .,J,'---"-.]6'0"'H , u ~ < ' ~ u E architect McGRANAHAN ARCHITECTS civil e11gineer_ COUGHUN PORTER LUNDEEN Landscape design_ JEFFREY B. GLANDER & ASSOCIATES structural engineer PCSA STRUcnJRAL SOLUTIONS mechanical engineer BOGARD ENGINEERS. PS electrical engineer COFFMAN ENGINEERS. INC project_ RENTON TRANSPORTATION CENTER client RENTON SCHOOL DISTRICT #403 location RENTON, WA Project No. C06-0055-02 GRADING AND DRAINAGE PLAN I EXPIRl:S 01/23/2000 revision issued SCHEMATIC DESIGN DESIGN DEVELOPMENT SITE PLAN REVIEW drawn Scott Sleinmetz checked Tim Brockway. PE she et - C4.02 17 APR 07 17 AUG 07 26 SEPT 07 ocr -s wu1 ORIGINAL SHEET IS 30" x 42" copyright© 2007 all rights reserved FRAME AND GRATE TD CDNFDRM TO C.O.R. REQUIREMENTS AND 2004 WSDOT STANDARD SPECIFICATIONS SECTION 7.05 AND 9.05(16) 5• RISER SECTION 1 #3 BAR HOOP -----~ 12' RISER SECTION 2 #3 BAR HOOPS #3 BAR EACH CORNER ---~ #3 BAR EACH SIDE ---~---...-l~' PRECAST BASE SECTION {MEASUREMENT AT THE TOP Of THE BASE) NOTES: I ~ p I I ":) "- 12" 'r • ~ #3 BAR EACH WAY 1. CATCH BASINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ASTM C478 (AASHTO M 199) & ASTM C890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE STANDARD SPECIFlCATIONS. 2. AS AN ACCEPTABLE ALTERNATrlE TO REBAR, WELDED WIRE FABRIC HA~NG A MIN. AREA Of 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A497 (AASHTO M 221). WIRE FABRIC SHALL NOT BE PLACED IN KNOCKOUTS. 3. THE BOTIOM Of THE PRECAST BASE SECTION MAY BE ROUNDED. 4. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS Of 2" MIN. KNOCKOUTS MAY BE DN ALL FOUR SIDES, AND MAY BE EITHER ROUND OR 'D' SHAPED. ALL PIPE SHALL BE INSTALLED IN FACTORY PRD~DED KNOCKOUTS. UNUSED KNOCKOUTS NEED NOT BE GROUTED If WALL IS LEFT INTACT. 5. THE MAX. DEPTH FROM THE FlNISHED GRADE TO THE PIPE INVERT IS 5' -0". 6. THE TAPER ON THE SIDES Of THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2./FT. 7. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 8. CONTRACTOR TO CONFIRM GRATE TYPE WITH ENGINEER PRIOR TO ORDERING. NTS 9. ALL TYPE 1 CB'S SHALL BE LOCKING TYPE. Type I -Catch Basin MIN 12"x12" SQUARE GRATE W/PEDESTR~ SPACED GRID SIMILAR TO ADS H-10 HINGED. LOCKING DUCTILE IRON GRATE DUCTILE OR CAST IRON FRAME 12" Dlo\METER NOMINAL VARIIIBLE INVERT HEIGHT (SEE PLAN) ADAPTS TO VARIOUS PIPE SIZE ANO MATER~L 12• PVC OR.'JN BY CARSON, 'ADS OR EQUWALENT. NTS Area Drain 1 5 . ' 5" MIN . ' z "' '• • 0 I " . ' t 24·,20· CB DIA VARIES SEE TABLE / FRAME AND GRATE ADJUSTMENT SECTIONS TOP SLAB COVER STEPS OR LADDER PIPE SIZE MAY BE LIMITED BY PIPE CONFIGURATION r========\ CAST-IN-PLACE BASE\ OR PRECAST BASE NOTES: 1. FOR CATCH BASIN MATERIAL SPECS. SEE STANDARD SPECIFICATIONS. 6~ [. ' ' ' . ·_ ' ' ~l-~L-6~. ~MIN~(TY_P_) ~-----~ 2. ALL TYPE II CATCH BASINS SHALL BE LOCKING TYPE C.8. DI/\. MAXIMUM KNOCKOUT OR CUTOUT HOLE SIZE WALL THICKNESS (MIN.) RED DOT BUILT IN BLOCK FOR GRATE LOCKDOWN CONCRETE FLOOR SLAB OR PAVEMENT : . .. . ' .. ' •.' , ' . ', :_ . " . . '; ... ; .... ' .. . . . , • ••• "1, • ·; •. . .• 48" 54• 21· 36" 5• 5• " ' . . . .. , POLYDRAN CHANNEL 60" 72• 96" 42' 4s• 60" 6" 6" 6" 5' NTS Trench Drain 3. CATCH BASINS SHALL BE SET SO STEPS ARE DIRECTLY UNDER OPENING (STEPS SHALL BE INCLUDED) NTS Type II -Catch Basin .... .. . . . . . . .. 6 LOCK DOWN BOLT DUCTILE IRON INLAY GRATE BEDDING CONCRETE 2 LOCKING CAST IRON COVER AND RING MARKED "So• REMOVABLE TEST PLUG FlNISH GRADE---------, 12"1 D.I. PIPE -----------..._ CONCRETE -----------' FlBER JOINT FlLLER ________ _,,,- 45' BEND ____________ / SEE PLAN FOR PIPE SIZE __ _/ 2' SQUARE FLOW NTS Storm Drain aeanout NTS 12" 3 7 . _·_ ·._ /:,: -, -_' _-,. ,'. ·-· '. BUILDING WALL----...V SEE STRUCT'L PLANS .. · ' 4• SOR 35 PVC PERF PIPE EXTERIOR USE ONLY CONNECT TO STORM CONVEYANCE SYSTEM. BUILDING FOOTING·--" 1 SEE STRUCT'L PLANS SU8DRAIN PIPE 1. PERFORATED PIPE HOLES (3/16" TO 1/4" 1) TO BE IN LOWER HALF OF THE PIPE WITH LOWER QUARTER SEGMENT UNPERFORATED FDR WATER FLOW. 2. SLOTIED PIPE TO HAVE 1 /8• MAXIMUM WIDTH SLOTS. . '. -· Li 3" 0.0. DOWNSPOUT SEE ARCH'L PLANS TEE CLEANOUT WITH THREADED CAP r-6" SD WITH LONG SWEEP / AS REQUIRED NTS Downspout Connection SLOPE TO ORAN AWAY FROM STRUCTURE COMPACTED BACKFlLL SLOPE GRAVEL BACKFlLL FOR DRAINS 2" MIN. NTS Typical Exterior Footing Drain 4 8 LJ ~ < ' ~ u E architect McGRANAHAN ARCHITECTS civil engineer_ COUGHLIN PORTER LUNDEEN landscape design_ JEFFREY 8. GL4NDER & ASSOCIATES structural engineer_ PCSA STRUCTURAL SOLUTIONS mechanical engineer_ BOGARD ENGINEERS, PS electrical engineer_ COFFMAN ENGINEERS, INC project_ RENTON TRANSPORTATION CENTER client RENTON SCHOOL DISTRICT #.403 location RENTON. WA Project No. C06-0055-02 GRADING AND DRAINAGE DETAILS I EXPIRES 01/23/2008 revision issued SCHEMATIC DESIGN DESIGN DEVELOPMENT SITE PLAN REVIEW drawn Scott Steinmetz checked Tim Brockway, PE sheet C4.10 17 APR07 17 AUG 07 26 SEPT07 IJCJ' · 5 20il7 ~ I I I f f i .1 i 'i I I :I I l I 1 1 I . I I I I -I I I _---1 -1 .. ' I ' I i r ,, I I I-' ' ' i ' -I ,. -I I I . i I_ ''--~-- ORIGINAL SHEET IS 30" x 42" copyright© 2007 all rights reserved :<-----Vl-f----- __ _J r --' ' I ;;/-j i --~ ,:~ ------, • = ' :so -----~~~~------------------~ --- MATCH LINE -SEE SHEET C5.02 -'\&---Call before you oi g. 8-1-1 or 1-800-424-5555 UNDERGROUND SERVICE {USA} OWNER RENTON SCHOOL DISffllCT #403 1220 NORTH FOURTH SffiEET RENTON, WA 98055 ARCHITECT McGRANAHAN ARCHITECTS 2111 PACIRC AVENUE, SUITE 100 TACOMA, WA 98402 (253) 383-3084 CONTACT: THOMAS MARSHALL ENGINEER COUGHLIN PORTER LUNDEEN 413 PINE SffiEET, SUITE 300 SEATILE, WA 98101 (206) 343-0460 CONTACT: TIM BROCKWAY, PE SURVEYOR PACE 1601 2ND AVE, SUITE 1000 SEATILE, WA. 98101 (206) 441-1851 CONTACT: NEILS CABBAGE, PLS LEGEND ASPHALT PAVING CONCRETE PAVING BUILDINGS GRAVEL CURBING ROCKERY !REE W/PROTECTION WATER LINE EXISTING Aik:(J-,;i~: - "' -,,- STORM DRAINAGE LINE-su- SANITARY SEWER LINE --ss- POWER TELEPHONE LINE GAS LINE -r--- --1-~ ,. ---~- WATER METER/VALVE/fH" w-{,}- STORM CB/MH SANITARY SEWER MH/CO r_: o GAS VALVE/METER SffiEET LIGHT ASSEMBLY¢ -),:( CONSTRUCTION LIMITS --- filMQ'IE PROPOSED [-i t< ):ii ~~ 1 , L ___ _J -P- -T- -G- ill~ I (jlJ • • architect McGRANAHAN ARCHITECTS civil engineer __ COUGHLIN PORTER LUNDEEN landscape design_ JEFFREY B. GLANDER & ASSOCIATES structural engineer_ PCSA STRUCTURAL SOLUTIONS mechanical engineer_ BOGARD ENGINEERS, PS electrical engineer_ COFFMAN ENGINEERS, INC project_ RENTON TRANSPORTATION CENTER client RENTON SCHOOL DISTRICT #403 location RENTON, WA Project No. C06-0055-02 UTILITY PLAN I EXPIRES 01/23/2C08 rev1s1on issued SCHEMATIC DESIGN DESIGN DEVELOPMENT SITE PLAN REVIEW drawn Scott Steinmetz checked Tim Brockway. PE sheet C5.01 17APR07 17 AUG 07 26 SEPT 07 Der -5 2001 j·; I I I ti I J i i I I I I • ·i 'i I I I ', i I I i ' I I ' I I I i I I I I I ;j I ,, I ,1 ORIGINAL SHEET IS 30" x ,2" copyright© 2007 all rights reserved /-~- :1 I v:, ! : ' MATCH LINE -SEE SHEET CS.01 / CONN~AT,R--- ( 1) 12'x8' TEE (FL) ~ (2) 12' GATE VII_VES ( MJ) (2) 12" COUPLINGS - (1) B"GATE VII_VE (FLxM/) W/ THRUST BLOCKING I' / I, I 'I I I I' D: C8 RW= 5100 1r !8"cONC(,'v)I-Z/f,'(I T !8'tPEP(S)-21.20 ![ /2'CPEP(i!}rl50 0 10 20~-----';40 ._~__.....__I I Call before you SCALE 1"=20' Dlg. 8-1-1 or 1-800-424-5555 @ UNDERGROUND SERV1CE (USA) OWNER RENTON SCHOOL DISTRICT #403 1220 NORTH FOURTH STREET RENTON, WA 98055 ARCHITECT McGRANAHAN ARCHITECTS 2111 PACIFlC AVENUE, SUITE 100 TACOMA, WA 98402 (253) 383-3084 CONTACT: THOMAS MARSHALL ENGINEER COUGHLIN PORTER LUNDEEN 413 PINE STREET, SUITE 300 SEAITLE, WA 98101 (206) 343-0460 CONTACT: TIM BROCKWAY, PE SURVEYOR PACE 1601 2ND AVE, SUITE 1000 SEAITLE, WA. 98101 (206) 441-1851 CONTACT: NEILS CABBAGE, PLS LEGEND ASPHALT PAVING CONCRETE PAVING BUILDINGS GRAVEL CURBING ROCKERY EXISTING TREE W/PROTECTION ,~0; l,i ~-'-.,__/ WATER LINE --W---- STORM DRANAGE LINE -ID- SANITARY SEWER LINE s• - POWER TELEPHONE LINE GAS LINE ------p -1- -G- WATER METER/VII_VE/FH R c ,"J- STORM CB/MH SANITARY SEWER MH/CO r, o GAS VALVE/METER ID ~ STREET LIGHT ASSEMBLY¢---';'( CONSTRUCTION LIMITS REMOVE PROPOSEO -, .. :::;.;;~ -P- -T- -G- -- 0 ~ < ' m u E architect McGRANAHAN ARCHITECTS civil engineer_ COUGHLIN PDRTER LUNDEEN landscape design_ JEFFREY B. Gu\NDER & ASSOCIATES structural engineer_ PCSA STRUCTURAL SOLUTIONS mechanical engineer_ BOGARO ENGINEERS. PS electrical engineer_ COFFMAN ENGINEERS. INC project_ RENTON TRANSPORTATION CENTER cl I en t RENTON SCHOOL DISTRICT "03 location RENTON. WA Project No. C00-0055-02 UTILITY PLAN I EXPIRES Ol/23/20Q8 revision issued SCHEMATIC DESIGN DESIGN DEVELOPMENT SITE PLAN REVIEW drawn Scott Steinmeiz checked Tim Brockway. PE she et CS.02 17 APR 07 17 AUG 07 26 SEPT07 ORIGINAL SHEET IS 30" x 42" copyright© 2007 all rights reserved ----------------------------------------------------·-----·---------------------~------------ THE BY-PASS ASSEMBLY SHALL BE INCLUDED AS PART OF THE DETECTOR DOUBLE CHECK VALVE ASSEMBLY. 5/8" x 3/ 4" METER SHALL BE SENSUS SRII WITH TOUCHREAD PllllD (TR/PL) (METER OWNED BY CITY) PRECAST CONCRETE VAULT WITH 2 -3'x 3' HINGED STEEL PLATE COVERS. DIMENSIONS 5'-0" x 9'-0" x 7'-2" UTILITY VAULT CO. 4484-LA OR EQUAL CITY PIPING PRIVA1E PIPING 4• FL x P.E. D.I. PIPE WITH COl.l.AR 18" FROM P.E. 3'-4" LONG TEE (MJ x FL) GATE VALVE (Fl x MS) -TO MAIN 5'-fi' Z'-10" .. '·: · • 12" ALL AROUND -- CONCRETE BLOCKING TOUCH READ PIT LID SENSOR MOUNTED ON STEEL PLATE COVr_R THROUGH 1-5/8" DIA. DRILLED HOLE IN COVER. ALL DETECTOR DOUBLE CHECK VALVE ASSEMBLIES SHALL-_, INCLUDE RESILIENT SEATED SHUTOFF VALVr_S AND TEST DOUBLE CHECK VALVE ASSEMBLY INCLUDES COCKS AND APPROVED CROSS-CONNECTION CONTROL TWO RESILIENT SEATED SHUTOFF VALVES. ' ASSEMBLIES PER DEPARTMENT OF HEALTH LATEST 4•• FLANGED COUPLING APPROVED LIST. ADAPTER EQUAL TO ROMAC. TOUCH READ PIT LIO SENSOR MOUNTED ON STEEL PLATE COVER THROUGH 1-5/8" DIA. DRILLED HOLE IN COVER. 4"x4"x6" BULL HEAD TEE, FL 4" ADAPTER, FL.x SCREWED, ONE EACH SIDE 4"x 2 1/2" FlRE DEPARTMENT DOUBLE CONNECTION FOR STAND PIPE WITH BREAKABLE CAST IRON HOSE CAPS. • EQUAL TO GRINNEL FlG. 1682 WITH HOSE CAPS FlG. 1333. -·-· 4" SWING TYPE GRAVITY OPERATED CHECK VALVE, FL EQUAL TO MUELLER CO. A-2600-6 WITH BALL DRIP VALVE AT BOTIOM INSTALL EPOXY NON-S~RINK GROUI (TYP.) 4" PIPE, FLx FL 3'0 LONG 4" SHORT RADIUS 90' BEND FL. TO BUILDING- DEADMAN BLOCK REQUIRED. 4"x4"x4" TEE FL 4" GATE VALVE MJ X FL WITH INDICATOR POST INDICATOR POST VALVE SAME SIZE AS DOUBLE CHECK VALVE (MUELLER CO. OR EQUAL). 4" DUCTILE IRON CLASS 52 PIPE, CEMENT LINED, LENGTH TO Fl!. r-3" 36"TO 42' i..,.....,---,; NOTE, I. LOCATE VAULT IN PLANTING AREA NOT IN PA~NG. 2. 4" AND LARGER BENDS AND TEES TO BE CAST IRON CEMENT LINED. 3. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER VALVES AT THE TIME OF INSTALLATION TO CENTER THE PIPE IN VAULT OPENING. AFTER COMPLETE INSTALLATION REMOVE THE TEMPORARY SUPPORT AND INSTALL ADJUSTABLE PIPE SUPPORT. 4. GALVANIZED LADDER FOR ACCESS. 5. AFTER FIELD INSTALLATION, MAN DDCVA AND BY-PASS DCVA MUST BE TESTED SATISFACTORILY BY A DEPT. OF HEALTH CERTIFlED BACKFLOW ASSEMBLY TESTER. TEST REPORT TO BE SUBMITTED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT. PRIOR TO ACWATION OF NEW LINE. 6. INSTALL BRASS PLUGS AT ALL TEST COCKS 6" MIN. DR.4JN TO DAYLIGHT OR STORM 7'-2" 4~ PIPE FL.: K SCREW · 2'-11" DR.4JN SYSTEM WITH t.l"ra·:bil. ____ __::,,~hl.J CATCH BASIN OR MANHOLE _/ COMPACTED FOUNDATION GRAVEL END VIEW ~ 4" 90' BEND FL. GALVANIZED STEEL LADDER ADJUSTABLE STEEL PIPE SUPPORT, STANCHIONS BOLTED TO FLOOR CJ~'\Y 0-« . :R. JJ" a<; "Ni NTS 6 4' DDCV Assemb~ WATER MAIN 2" CLOSCNIPPLE 2' 90' ELBOW CONCRETE DEAD MAN BLOCKING WITH SHACKLE RODS TO CAP, BLOCK SHALL BE POURED AGAINST UNDISTURBED EARTH, SIZE OF BLOCK TO BE DETERMINED BASED ON TEST PRESSURE OF WATER LINE AND SOIL CHARACTERISTICS. CAST IRON CAP OR PLUG WITH 2" IPS TAP SHALL BE A ROCKWELL 482 END CAP COUPLING. / 2" GALVANIZED IRON PIPE AS REQUIRED. 2' GALVANIZED IRON PIPE, 12' LONG. £l.8b!. VALVE NUT EXTENSION IF REQUIRED (SEE DWG BR46 / PAGE 8090) TWO PIECE CAST IRON VALVE BOX EQUAL TO RICH VALVE CO. STANDARD 8" TOP SECTION, WITH REGULAR BASE SECTION LENGTH TO Fl!. INSTALL 2' 90' ELBOW, SCREWED 2" PLUG, SCREWED ' 2" GALVANIZED IRON PIPE 12' LONG ~ 2' RESILIENT GATE 2" GALVANIZED IRON PIPE ~ AS REQUIRED. · 11~eie=~=ii\L~VE=, ;;;SCSSRE'l/ss'ee[D'==@-----INSTALL 2· 90' ELBOW, "F SCREWED 2" GALVANIZED IRON PIPE AS REQUIRED. ELEVA Tl ON NTS 7 Temporary 2' Blow-Off Assemb~ REQUIRED PAVEMENT RESTORATION PER CITY OF RENTON ffiENCH RESTORATION AND STREET OVE Y REQ'S SURFACE RESTORATION--~ AS SPECIFIED SAWCUT (TYP) APPLY JOINT SEALANT AR4000W 12" TO TOP AND TACK COAT MIN TO SIDES EXIST PAVEMENT ii / SURFACE MOUND 4" MIN -. ;~~fittcH (TYP) WHEN :f<~ ( DEPTH IS LESS THAN 4 FT 'GRAVEL BORROW" PER -----..; WSDOT STO SPEC 9-03. 14 >;ii COMPACT TO 90% OF MAX ~ DENSITY ~,.'0, :< l<ec«'. . "CRUSHED SURFACING-TOP COURSE" PER WSDOT STD SPEC 9-03.9(3). COMPACT TO 95% MAX DENSITY, SEE NOTE 2 >?,· 4' MIN ~/ @ ~· NOTES: BENCH AS NEEDED FOR SHORING OR TRENCH BOX (TYP) WHEN DEPTH IS 4' AND GREATER 'BEDDING MATERLA!. COMPACT TO 95% OF MAX DENSITY UNPAVED AREAS MAXIMUM WIDTH OF TRENCH AT TOP OF PIPE * 30' FOR PIPE UP TO AND INCLUDING 12" NOMINAL DIAMETER. • OD PLUS 16' FOR PIPE LARGER THAN 12" NOMINAL DIAMETER. WHERE TRENCH IS PERPENDICULAR TO TRAVELED LANES, BACKFILL FULL DEPTH WITH CRUSHED SURFACING-TOP COURSE. WHERE TRENCH IS PARALLEL TO TRAVELED LANES, BACKFILL THE TOP 4' OF TRENCH TO SUBGRADE WITH CRUSHED SURFACING-TOP COURSE. SUITABLE EXCAVATED MATER~L MAY BE USED PRO~DED 95% MAX. COMPACTION DENSITY CAN BE ACHIEVED. "GRAVEL BORROW' PER WSDOT STD SPEC 9-03. 14. COMPACT TO 95% OF MAX DENSITY, SEE NOTE 2 PAVED AREAS C---------·-------------------------------------·~-------------+---------------~-----------------------' FlRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929 AND MUELLER SUPER CENTURION 200 WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4' MAN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATILE THREADS WITH A STORTZ ADAPTOR, 4" SEATILE THREAD X 5• STORTZ, ATIACHED WITH I /8" smNLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FlRE HYDRANT TO BE P~NTEO WITH TWO COATS OF PAINT. PRESERVAWE P~NT No. 43-655 SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. FlRE HYDRANT EXTENSION TO BE USED IF REQUIRED. CONCRETE BLOCKING ~A~' \\-::0·, ~\ 1,1 i&~·- i-0-1 ,_ ·0:11.\-...'-_., 16' , a· , 4• MININUM _j CONCRETE BLOCK UNDER HYDRANT 42" MIN BURY FIRE HYDRANT ASSEMBLY 18' TO 20' BEHIND BACK OF CURB OR 12' BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO Fl!. VALVE NUT EXTENSION AS REQUIRED (SEE DWG BR46 / PAGE 8090). /--RAISED PAVEMENT MARKER TYPE BB AB d____ STIMSONITE TWO-WAY BLUE. CONCRETE BLOCKING CAST IRON TEE. WITH 6' FLANGE SIDE OUTLIT. 6" GATE VALVE (FL X MJ) AWWA C-509, RtSILIENT SEAT 6' DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FlT TWO 3/4" STEEL TIE RODS. SEE STD DITAIL FOR TIE RODS. 1/3 CU. YO. WASHED OR.4JN ROCK (3' TO 3/8') NTS 10 Fire Hydrant Assemb~ Detail FINISHED GRADE ELEVATION 3 FT MIN. COVER (10-INCH DIAMETER AND UNDER) 4 FT MIN. COVER ( 12-INCH DIAMETER AND OVER) NEW WATER MAN POLYPIG ) \__ TEMPORARY 2" GALVANIZED PIPE AND 2" GATE VALVE ~«<«<·«<~-:~(~~<~V:/s' "'·/ /' ,,/.'./,,/,,/ / INSTALL 2" PLUG ON TOP BLIND FLANGE AFTER REMOVAL OF POLYPIG Water Main Po~pigging station 11 CITY PRIVATE PIPING PIPING 1-1 /2" AND 2" WATER SERVICE OET~, ? i CAUTION: VALVE BOX SHOULD NOT REST ON ~ rlN UNIMPROVED RIGHT-OF-t ffi / WAY INSTALL METER ~ PIPE. LATER COMPACTION IN AREA OF VALVE BOX COULD CAUSE THE BREAKAGE OF THE SERVICE. & BOX AT PROPERTY LINE ~ [ 12' LONG COPPER TNLPIECE " 6 7 ' ... 9" MIN. 1)-jj-=...L.12" MAX. 9 VE EXPOSED ~~;j ':.t• 0 Ngr..> 12" r---.-"--· .. BY PASS NOT ALLOWED ··· .FOR IRRIGATION METERS 7 1J A-A DRILL 1-5/8' DIA. HOLE FOR TOUCHREAD DE'IICE QUICK-JOINT COUPLING x MIPT CRUSHED ROCK BASE TO SUPPORT VAULT. CAST IRON OR DUCTILE IRON WATERM~N TYPICAL Rm' 2-1 /2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LIO NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST I' FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGPJNST THE OPEN SIDE OF NOTE: MORE THAN ONE RIB. MATER~L LIST FOR 2' SERVCE: METER LOCATED IN PlAN]lNG STRIP BETWEEN CURB & SIDEWALK I. 2' TAPPED TEE, ON NEW WATER MAN. 2. 4" LONG X 2' BRASS NIPPLE WITH THREADED ENDS (MIPT). 3. 2' RESILIENT SEAT GATE VALVE WITH THREADED ENOS, SQUARE OPERATING NUT, AND VALVE NUT EXTENSION IF REQUIRED (DWG BR46/PAGE B090). 4. TWO PIECE CAST IRON VALVE BOX. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION, LENGTH TO Fl!, "LUG' TYPE COVER. 2" BRASS BUSHING (MIPT X FlPT). 5. 2 EACH 2' BRASS OR BRONZE NIPPLES 6' LENGTH, THREADED ENDS. 2 EACH 2' -90' BRASS OR BRONZE ELBOWS {FlPT X FlPT). 6. 2' (MIPT) X COMPRESSION FITTING, FORO C84-66 OR EQUAL 7. 2' SOFT COPPER TUBING TYPE K OR BRASS NIPPLES (MIPT X MIPT), LENGTH TO FIT. 8. 2" THREADED BRASS 90' Ell. 9. 2' CUSTOMSETTER WITH BY-PASS FORD: VBH B6-12B-11-77 (X 17-3/16' ), MCDONALD BRASS: 308715WDFF775 OR ~UELLER B-1427-2", WITH FLANGED ANGLE BALL VALVE AND PADLOCK WINGS ON INLET, AND ANGLE CHECK VALVE OUTLET, BALL VALVE ON BYPASS WITH PADLOCK WINGS. CUSTOMSETTER SHALL HAVE VERTICAL INLET AND OUTLET. 10. RIGID METER SPREADER TO BE SUPPLIED AND INSTALLED IN METER SETTER BY CONTRACTOR. 11. WATER METER SHALL BE SUPPLIED AND INSTALLED BY CllY OF RENTON UPON PAYMENT OF ALL RELATED WATER METER FEE AND SATISFACTORY PRESSURE AND PURITY TESTS. 12. 17"X30' PLASTC METER BOX EQUAL TO MID-STATES PLASTICS, INC. BCF SERIES MSBCF 1730-18 WITH 2' THICK DUCTILE IRON DAMOND PLATE COVER 1 B"X3 I" EQUAL TO MID-STATES PLASTICS, INC. MSCBC-1730-R WITH 1-5/8' DRILLED HOLE FOR TOUCHREAD PIT LID, AND MITER READ LID. 13. 2' COUPLING (COMPRESSION X FlPT) WITH 2' PLUG (MIPT), FORD C-14-66 OR EQUAL. THE PROPERTY OWNER IS RESPONSIBLE FOR ANY NECESSARY ADAPTATION OR EXTENSION OF WATER SERVICE. MATERIAL LIST FOR 1-1 /2' SERVICE: METER LOCATED IN PLANTING STRIP .BETWEEN CURB & SIDEWALK 1. 2' TAPPED TEE ON NEW WATER MAN. 2. 4' LONG X 2' BRASS NIPPLE WITH THREADED ENDS (MIPT). 3. 2" RESILIENT SEAT GATE VALVE WITH THREADED ENDS, SQUARE OPERATING NUT, ANO VALVE NUT EXTENSION IF REQUIRED (DWG BR46/PAGE 8090). 4. TWO PIECE CAST IRON VALVE BOX. STANDARD 8' TOP SECTION WITH REGULAR BASE SECTION, LENGTH TO FIT, "LUG" TYPE COVER. 5. 2" X 1-1/2" HEX BRASS BUSHING (MIPT X FlPT). 2 EACH 1-1/2" BRASS OR BRONZE NIPPLES 6" LENGTH, THREADED ENDS. 2 EACH 1-1/2 -90' BRASS OR BRONZE ELBOWS (FlPT X FlPT). 6. 1-1/2" (MIPT} X COMPRESSION FlTTING, FORD C84-66 OR EQUAL. 7. 1-1/2" SOFT COPPER TUBING TYPE K OR BRASS NIPPLES (MIPT X MIPT), LENGTH TO FIT. 8. 1-1/2" THREADED BRASS 90' Ell, FOR FORD L44-77 OR EQUAL 9. 1-1/2' CUSTOMSETTER WITH BY-PASS FORD: VBH 86-12B-11-66 (X 13-3/16"}, MCDONALD BRASS: 3DB612WDFF665 OR MUELLER 8-1427-1 1/2", WITH FLANGED ANGLE BALL VALVE AND PADLOCK WINGS ON INLET, AND ANGLE CHECK VALVE OUTLET, BALL VALVE ON BYPASS WITH PADLOCK WINGS. CUSTOMSETTER SHALL HAVE VERTICAL INLET AND OUTILET. 10. RIGID METER SPREADER TO BE SUPPLIED AND INSTALLED IN METER SETTER BY CONTRACTOR. 11. WATER METER SHALL BE SUPPLIED AND INSTALLED BY CITY OF RENTON UPON PAYMENT OF ALL RELATED WATER METER FEE AND SATISFACTORY PRESSURE AND PURITY TESTS. 17"X30" PLASTIC METER BOX EQUAL TO MID-STATES PLASTICS, INC. BCF SERIES 12. MSBCF 1730-18 WITH 2" THICK DUCTILE IRON OAMOND PLATE COVER 18'X31" EQUAL TO MID-STATES PLASTICS, INC. MSCBC-1730-R WITH 1-5/8" DRILLED HOLE FOR TOUCHREAD PIT LID. 13. 1-1/2" COUPLING (COMPRESSION X FlPT} WITH 1-1/2" PLUG (MIPT), FORD C-14-66 OR EQUAL. THE PROPERTY OWNER IS RESPONSIBLE FOR ANY NECESSARY ADAPTATION OR EXTENSION OF WATER SERVICE. ALL METER BOXES INSTALLED IN CONCRETE OR PAVED DRWEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUST BE INSTALLED 12' MINIMUM ON BOTH SIDES OF METER BOX. NTS 12 2' Water Meter u ~ < ' ~ u E architect McGRANAHAN ARCHITECTS civil eng'1neer_ COUGHLIN PORTER LUNDEEN landscape design_ JEFFREY B. GLANDER & ASSOCIAfES structural engineer_ PCSA STRUCTURAL SOLUTIONS mechanical engineer_ BOGARD ENGINEERS. PS electrical engineer_ COFFMAN ENGINEERS. INC project_ RENTON TRANSPORTATION CENTER client RENTON SCHOOL DISTRICT #403 location RENTON. WA Project No. C06-0055-02 UTILITY DETAILS 1 ·'XPIREJ 01/23/2008 revision issued SCHEMATIC DESIGN DESIGN DEVELOPMENT SITE PLAN REVIEW drawn Scott Steinmetz checked Tim Brockway. PE she et C5.10 17 APR 07 17 AUG 07 26 SEPT 07 ocr .. s 2007 'i ., ' ' '•· ~i ,.; '.", i i " ,, ' '' ' . ,. •· ' ' l';' ---------' _._ .. _ .. ORIGINAL SHEET IS 30" x 42" copyright© 2007 al\ rights reserved _ .. -' ------~- NOTES: COVER TO READ •,EWER" IN RPJSED LETTERS 1. IN UNIMPROVED AREAS POUR 1'-0" THICK 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND RING AND COVER. 1 " 3/4" SQUARES SPACED -3/4" AS INDICATED -HT. 1 /8" __[ 1/2" I r 1 " RPJSE-1/2" WIDE BORDER 2'-0" r ... ,: ------~---------- I •,:··; ' ' . '. ,, ..· CONCRETE CLASS 3000 1'-0" ...... . L, >1..n, ---T>-1~,""'· f-4-3/4" 12"r, - FlBER JOINT PACKING 1 o" PIPE MATERIAL = PVC SDR 35 45· (1/8) BEND ~\llf=a-a:fl} 2. IN ASPHALT ROADWAYS RESTORE AROUND CLEANOUT RING 9" AND COVER AS REQUIRED BY STANDARD DETAIL DRAWING BR36. 8-3 4" 1-1/4'' 1/2" 2" 5/8" 2-1(8" 4" fL'LL'""l _2j ""22zzzi:==----1..I 7-3 4" 8" 15" CAST IRON RING AND COVER ;' r--______ .... _ i PROVIDE (2) 3X3 LOCKING DIAMOND} I PLATE ACCESS DOORS fTOP ELEVATION PER PLAN :: ~:V~N;E~~.~· ~-~----·~--· _· ~~-·-· ---~· ~·-~~-=~··~'-'--"- W(wg) • b _ 0.25 cfs =· ~, IE=307.50 6" ~ PVC TEE 6" PVC OUlLET W{wg) • 0.25 cfs PLUG TO BE SEALED -.;.~-IN SAME MANNER AS MAIN SEWER JOINTS. NTS Sanitary Sewer Cleanout OIL/WATER SEPARATOR NOTE THE Oil WATER SEPARATOR SHALL BE PER PACIFlC INTERNATIONAL PIPE ENTERPRISES INC. VAULT 577-SA WITH THE FOLLOWING SPECIFlCATIONS: DESIGN FLOW EFFECTIVE SEPARATION AREA DESIGN SURFACE OVERFLOW RATE DESIGN TEMPERATURE MAXIMUM OPERATING TEMPERATURE SPECIFIC GRA~lY OF Oil 75 GPM 300 SQ FT 0.25 GPM/SQ ST 50 F 100 F .85 gm/cc 60 MICRONS 100 GPM 300 SQ FT 0.33 GPM/ SQ ST : ~IE=307.25 lj.o----tc,=4---SEDIMENT = MINIMUM OIL PARTICLE SIZE REMOVED Oil CONCENTIRATIONS WEIR VAULT 577-SA. NOTE: Oil WATER SEPARATOR SHALL BE PACIFIC INTERNATIONAL PIPE ENTERPRISES INC. COALESCING PLATE STORM WATER SEPARATOR MODEL 577-SA. All DIMENSIONS AND SPECIFlCATIONS SHALL CONFORM TO MODEL 577-SA. EXISTING 12" DI WATER 8"x8" VERTICAL CROSSING (MJxFL) !1l 8" BLIND FLANGE 1 8" BLIND FLANGE W/ 2" TAP & 2" PLUG 1 8" PLUG (MJ) W/ 2" TAIP & BLOW OFF W/ TEMP BLOCKING REMOVE CLEANING "POLY-PIG" AFTER All TESTING, -eLEANING, · ANO DISINFECTING REMOVE TEMP BLOCKING & BLOW OFF AND .CONNECT WITH 8" SLEEVE (MJ) & 8" Sl'OOL INLET OUTLET SUSPENDED SOLIDS CONCENTRATIONS INLET OUTLET REYNOLDS NUMBER WATER DEPTH INLET & OUTLET PIPE SIZE Oil OUTLET & SLUDGE OUTLET SIZE SEPARATOR MODULE MANUFACTURE 1,500 mg/I 10 mg/I VARIES 10 mg/I 125 49" 3" AND 6", RESPECTIVELY 2" PURIFlCATION INDUSTRIES INC. DO NDT PAVE OR CAST UNTIL AFTER SEPARATOR MODULE HAS BEEN INSTALLED. Flll WITH CLEAN WATER PRIOR TO START UP. NTS Sand I Oil Separator EXISTING 12" DI WATER 1 12"x8" TEE (Fl.xFL) 2 12" GATE VALVES (Fl.xMJ) 1 8" GATE VALVE (Fl.xMJ) 2 12" SLEEVES (MJ) 2 8" SPOOLS (MJ) FNA1.. cotfECl10N DETAL TES1Nl DETAR. 1 8" PLUG (MJ) W/ 2" TAIP & TEMP BLOW OFF W/ THRUST BLOCKING DETALA NTS 10 Water Testing and Connection Detail 2 6 CONCRETE BLOCKING SIZING PROCEDURE A. GENERAL THE AMOUNT OF CONCRETE REQUIRED TO ANCHOR HORIZONTAL BENDS, TEES, AND DEAD ENDS DEPENDS ON THE STRENGTH OF THE SOIL THE METHODS OF PLACING CONCRETE TO KEEP THE JOINT ACCESSIBLE IS SHOWN IN FIGURE I. THE AREA IN SQUARE FEET OF CONCRETE WHICH MUST BEAR AG/>JNST THE SIDE OF THE TRENCH IS FOUND BY DIVIDING THE THRUST IN POUNDS SHOWN IN TABLE 1 BY THE SAFE BEARING LOAD OF THE SOIL AS SHOWN IN TABLE 2. B. CRITERL'. I. THE SIZING PROCEDURE IS FOR HORIZONTAL OR DOWNWARD THRUST ONLY. 2. HEIGHT OF THE THRUST BLOCK MUST BE EQUAL TO OR LESS THAN 1 /2 THE DEPTH FROM THE GROUND SURFACE TO THE BLOCK BASE. 3. THE THRUST BLOCK BEARING FACE IS AIPPROXIMATELY RECTANGULAR. 4. THE CONCRETE BLOCKING SHALL BE AS PER APWA SPECIFlCATION 74-2.14. C. SYMBOLS D = OUTSIDE Dl'.METER OF PIPE IN FEET T = THRUST IN POUNDS AT THE FlTTING (TABLE 1) SBL = SAFE BEARING LOAD IN POUNDS/SQ. FT. (TABLE 2) H = DEPTH DF TRENCH IN FEET W = WIDTH OF TRENCH IN FEET A = AREA OF CONCRETE WHICH MUST BEAR AGAINST THE SIDE OF THE TRENCH IN SQ. FT. HM = MAXIMUM HEIGHT OF THE THRUST BLOCK IN FEET DC = DEPTH OF THE CONCRETE THRUST BLOCK TO BEARING SURFACE IN FEET lM = MAXIMUM LENGTH OF THE THRUST BLOCK IN FEET GROUND SURFACE w D. CALCULATION EQUATIONS 1. Area of Concrete (A) = Thrust In Pounds _ T Safe Bearing Load (In Pounds Sq. Ft.) SBL 2. Maximum Height of Thrust Block (Hm} = Depth of Trench in Feet =...b.. 2 2 Width of Trench in Feet) - Outside Diameter of Pi e in Feet _ W-d 2 --2 3. Depth af Concrete Thrust Block = 4. Maximum Length af Thrust Block (Lm) Area af Concrete =_A_ Maximum Height Hm 5 Requ'red Amount af Concrete (C Yd)= (Height x Depth x Length) x 0.03704 • 1 u. · = (Hm x Lm x De) x 0.03704 E. EXAMPLE 1. Problem: Calculation of the amount of concrete required to block a 90' bend in on 8~ C.I. water main; the normal operating pressure in the pipe will be 65 psi and the soil condition in the area indicates sand and grovel. 2. Solution: -Maximum testing pressure (See T oble 1) = 300 psi. -Outside diameter of 8" pipe = 9.05 in. = 9.05/12 -Go to Tobie 1: The testing pressure of 300 psi, we see that the thrust on a 90' bend is 21,360 pounds. CAP 22-1/2' . ' 45' BEND TEE -Go to Table 2: Table 2 gives the safe bearing load for sand and gravel: 3,000 lbs./sq. ft. -Go to Figure 1: figure 1 indicates the position of the concrete for blocking the 90' bend. -Go to the specifications of the project and find depth of trench (h) = 4 feet -Width of trench (W) = 3 feet With the above assembled information, we proceed to the final calculations: -Area af Concrete (A) = Thrust . =.lW§Q= 7.12 sq ft. Safe Beanng load 3,000 Depth of Trench in Feet -Maximum Height af Thrust Block (Hm) = =1 = 1 = 2_0 ~t. -Depth af Concrete Thrust Block (De) = Width af Trench in Feet {W) -Outside Diameter af Pipe {d) 3 -0.75 = 1.13 ft. 2 . 2 Area of Concrete -Maximum Length of Thrust Block (Lm) = ~H~.~~~~ eight of Concrete :.A..: 7.12 = 3.56 ft. Hm 2.0 -Required Amount of Concrete = !Height x Depth x Length) x 0.03704 = Hm x lm x De) x 0.03704 = 2.0 X 3.56 X 1.13) X 0.03704 = 0.30 cu. yd. TABLE 1 Thrust at Fittings in Pounds Size Pressure PSI Tees 90' 45' Dead Ends Bend Bend 3" 3DO 2,120 3,000 1,630 4" 300 3,780 5,370 2,910 6" 300 8,500 12,000 6,510 8" 300 15,100 21,360 11,550 10· 275 21,620 30,570 16,540 12" 250 33,930 48,000 25,950 14• 250 46,200 65,370 35,340 16" 225 45,250 64,000 34,620 18" 200 50,900 72,000 38,940 20· 200 62,840 88,900 48,080 24" 200 90,480 127,980 69,200 30" 200 141,370 199,960 108,150 36" 200 203,580 287,950 155,740 TABLE 2 Safe Bearing Loads in Lb./Sq. Ft. The safe bearing loads given in the following table ore for horizontal thrusts when the depth of cover over the pipe exceeds 2 feet. SOIL *Muck, peat, etc. Saft Clay Sand Sand and Gravel Sand and Grovel Cemented with Cloy Hord Shale Safe Bearing Load lb. per Sg. Ft. 0 1,000 2,000 3,000 4,000 10,000 *In muck or peat, all thrusts shall be restrained by piles or tie rods to solid foundations or by removal of muck or peat and replacement with ballast of sufficient stability to resist thrusts. . ,' 22-1/2" Bend 830 1,470 3,320 5,880 8,430 13,260 18,030 17,650 19,860 24,520 35,320 55,140 79,400 11-1/4' 90' BEND FIGURE 1 NOTE: FOR CONVEX VERTICAL BENDS BLOCKING SEE AIPWA STANDARD PLAN NO. 73. 11-1/4" Bend 430 750 1,700 3,020 4,330 6,780 9,240 9,050 10,180 12,560 18,100 28,280 40,720 NTS 12 Concrete Blocking Sizing Procedure architect McGRANAHAN ARCHITECTS civil engineer_ COUGHLIN PORTER LUNDEEN landscape design __ JEFFREY B. GLANDER & ASSOCIATES structural engineer_ PCSA STRUcnJRAL SOLUTIONS mechanical engineer_ BOGARD ENGINEERS. PS electrical engineer_ COFFMAN ENGINEERS. INC project_ RENTON TRANSPORTATION CENTER client RENTON SCHOOL DISTRICT #403 location RENTON. WA Project No. C06·0055-02 UTILITY DETAILS I [XP!RES 01/23/2008 revision issued SCHEMATIC DESIGN 17 APR 07 DESIGN DEVELOPMENT 17 AUG 07 SITE PLAN REVIEW 26 SEPT 07 drawn Scott Steinmetz checked Tim Brockway. PE sheet C5.11 i I L . ,-- ----------------~--~--~------~~~~---~~~-~-~·~'-''--·~·,_,;_,._._ .. -_,~1_,-1.-,,,,., ... ,,,,c.,.,· ,- G • ! C ';! ~ ;j! !': ,_) ~ Cf, '~ lD :a, z '2; 'o c.'. i=' 0 0 l-;, •"" - I i ,;c) R f/=33.87 I'.: 11-i"CPEe-'(N::·--"27.?2 I[ f"=>VC(NE)~28 )7 If 1--' 'f-VC(S)-28 69 IE 12 F\r,(Vll=2/ / / sw1/,1, SE1/'1 OF SUf?\/EY. ('_/i,SU,,1[NT U~IDEF~ R[CCRDINC # 6'171966 ro:, SEWERS IS PLOTlt-:o or,1 i~:S S0RVEY. './1.SU,·!D~ I ur,DC:R RECORDING # 84'10260591 )OR ?OWE'{ i':: PL.CTr;;:D Ur'{ THS SURVf 'i (Dor S N;) f' F:T LOCAfED ~!EP..RbY Powrn V1\UL.T). EA'.'D~UJT lJ~JDFR RECORDING# 9307271237 FOR COM\/.U~J:CA.1'01\S IS FLOT-:-t:D ,JN Tl-l!S '.):JRVF.Y. U:\JR[COP.D~D EAS:':~EJH i-'ROV!DC:~i CY SC! OCL DISTRICT F-OR SEWF"'.S GR/,N--ED 3Y TH[ o:::-ssoN cm-lP}li\'Y IS ~'l OTTEJ ON TH!S SUl'fv'EY. NOTES --------~-------------------·---------------- LEGEND --------------., .. -----·----- WATER 1/P..LV:: --,:)-HYDRANT @ WA-:l_i,: HE" :·e::p ('.;;)@ MANHOLES (SS/SD) U CB -0--~'0'/'11.'??/lJ"IILITY POi_E E--GUY ANCHor? ~ ["i'>" j PO'i.'ER rRfa,\ Sc"OR)11E:f~ W POWr:R/"'.T!..E;;,1--iSI)[ \/AUL r D rn (~ i)<] 1 ELEPHONF:/TV RISER STR[[: LIGH, JIJ~J2 l"ION BOX ----- ---------w------- --------ss ------ -------Scl----------- ------------c-------------- -----·--·----··P--···------,- --UP-·~· -----------u, -----· -------0:-;1. -------- ---0 -----C -·---- X -· ---·-X ---· --X --- ® SIGI\ Jv1A1;_sox ROC:KERY cm1FE~OUS TREE DECIDIJOU'.:) iiltT I-OU"!!l CASf'J) f~ONU,V:EN 1 :)/8'' 1r·WI\J Fff'JAR W/ CAi-' AS rwrrn f-"r,J'.) T /\.CK & LC.AD CEi-l P:_R l. liffS PROPERTY ur,1r::s RIG-11·-rn----WAY LltffS '.)U[:lDl\/:S:0:\/ :__1:'\E LOT L·'NE i;_ovv ,_1;,,E WA Tl':R Ll.\lb JANITi\:\Y S['vVl:.R U~JE S ['Q'.\f,1 [Jf-,U\:l·-1 Llfff GAS L1NE GVERHEAD F·OWEI'-; LIN[ Ul~0EF<:GROIJ,\'D POWEF: L1,\/[S U~HJERGh'.OUNIJ ·1ELEPHOl~-C: UNC::S OVERH[AC PO'NER LIN[S U\/ERl·IC:A0 llllll·-y Ll·'!F:i Cf-iAiN LiNK FENCE W1R[ FENCE SE 1/4 SECTION 08, T. 23 N., R. 5 E., W.M. :~ r'J: in "; '.=) )c-, .-,-.C) o-z] I\J8'J '/.8' 5 7"'# 1325.62' 7 GRAl"H!C SCALE 20 0 20 ~iil!!'ri._____ . -,. d ·1 inch = 7.0 t t. NTS 4·J ±T ,------------·------~ · 1 1 ~JUTE; SPOI [L[VA,TIONS IIA\/E RC:EN I T:.)~NFD o~F FO'\ P,JRPO:=::Es or-c_ARIT': ii rn v,Ev.., TH1~; i'FOR1IAAT10N TJ·LS\-V LA Yr:RS V-.sOINT-·H ' "~------··---__ __J 5 t:., \A/.!/. N89"28'5TW --- 1j2:>.b}' CAL.CU:...AT[I) i crn-:-rn SECTIOc\ ·/1) ROS # 920.5089:JCJj_/ / z --i i rr·No MOI\ 'N r,ASI':: , 3/1::t cop::irn PLIJC 1..,1 ! l>I C(Jf\JC (Df\!-U.7) v, u:i ~') ('< O t') 0 -z I , __ Nt39'24'22"W ___ ~I < --zc,7 o~' 8)1il!II ,J.c .. -·L I FNC CONC \K;N _;• 2" l3i~ASS CM' :r,J GAS~- I!~ CU~JC '" ~,_ ...__ r .. Qf1TF 6 27 OG ~ c1_ ,1 § 1 --J-, , 16012nd Avenue Suite 1000 ---TOPOGRAPHIC SURVEY ~ ~ ~; g '~;;:~~/\ c_A-~;-'~D-B ~ ___ T-+-1--_-· -----· -------~_-_-_:_---~--------=-, ---==·-"-== ---~ 1-. ;-q-~~ I -r. •ACE ~Jf 1,~:~:(~~:t11~~:~~/g4j8S~::y TRANSPORTATION CENTER ,_-;-,~:-/~~-:ot}-M=-----__ -"-.~~-.~~-.;-I RENTON s;i;oL DISTRICT ~-. I[-' _T_o_~_634c_:1_02_"_ ; ; § ~ ~ n_?_l _/-\_,_c_.H_, ________ ,i:-c:.·.-J.~~'.)~Yt1~1r:.:::'v:l.i:C_v_·,:1:.'.q ___ P_'_-_) ___ R __ L;_:V:.' _ _;~-o-__ r,;,:~-;l;--,;;,:;:,:~~ .. -;\~r;;,i)N;i.,A_[_'[.JIRl·IC-/l'·)-.:; _____________ -ll '~"1,;J~;-_/i.l"~-· '.1..,,;!si.;~,:.-.,1;A.:,.";.,;f--l-.:'-D;.1. _______ , __ 1..:,:An::,E~n;;g:::in;ee:,::ri;:ng:;S;;;e:,:>;ic;:es:;Co;;;m;::p:an;;,y ___ ,.1;;Pa:::;c;;e~e;;.n;.g:;rs:,;,C;,:O;:,m~--------------..IL..-------------------------------------.L"~'.1-G-..-.'~1L .. t'._--_--_--_-_o_,_, .. ja~:· __ ~:::, .. -p.·._::_d1_"-.. ; ... _____________________________________ ... __ ]_· .'.'." __ a ____ , __________ J1R __ -·::.·.-:;; ... L ff) Cc .J X 1!1 . -. . ,· ... l '-'• ' I ' ,,_, 1t · ;.,1 . r_-? 1.-,.,; .. ;• 0)' _\' r:. ;I;'';~ -f:'~- :!"1'f ,' ,,. i-; t,], 1,t 1·: I' :,..1 I' ' I' t 1! 1 ,1 I t! w ! I ,-'-' ,,-. ---, p· ')- ---------,-, ---------------r=----.. ---------------. --'--------. ··-------- _ .. --------. --------------------------------------_____ ,, ______ ---------s-•------------------------------·-----. - ----------------. -·· -------------------------------------------------------···-··--··---------------- 111 Ii 1 ! : 1 :1 ! ii ! l.1 I JI l 11_' I ' [ ! iJ 1111 11i, /1:I 111: '' i l 1 IJ.IJ' 11 , , . ,_, J _, ':'!--,..;c i I ,: 1' 1··-·1 I--" l r· --I y-) //1 ! I ' I I i I F"""9 I pcc9 I ' I I I I I I 0 I I : I ! Ii 11 ' I I I I L _ J ! I __ _I , L __ J L J L _ J ! ,~ ; i:2-J I \: 11 I ,: ' ii ,, ,I 11 /, ] i\1·:~\ , I ,1 I! 'I 11 60'-o~ RidHT-OF-WAY ·-/' 1.j r' i ! I' I !I ,_IQ 7/8" • I I Ii I ' 1, 17'1558" l ' 5'-0" SIDE '\ r ----! I I I ' ! I ' I I i I ' I .__ '!< -.. -<>-~-----'-'----·--------·------==-----=-----. -- 0 ' r ---! 1· -1 ,--l ,-1 I I ' i I I ! I ' ' ' ' ' ' ' I I I I ! I ' I ' I I I i I ! ! I I i I I I I I ' I i I L_J L .... J L -_J i _J \ASPHALT PA~NG j ··,--/ ,-, ! I t--------t ' ' ' ' I I I --·--· -------------,, --··-- ------------------------------140t'02'..t9•L -------600.05'.. ------------ 0 "' I "' © ,-: ,-1 i ---l ; I I ! I I I 'I ',' ! I I -:,,-~ ~-1 0 ,-~ t~ ----t---------1 ' I I I ' I I 'Fl :~1-i 11 ! ~ I I I I ! ~ I I ! I --[Eij I I I : ; I ' ' I I I I I I I i i I I __ J L _ .I L .... J !~~~~~~~~~~:;~~~!!;,======'===~ ''% --· --·-. -------. -------·-~/ I I I I ---J 'L_~ I /' / ' ) / / / / / / ' / v / .I L _ J ,_ ... J I. ---._--.// ~---WHEELSTOP, TYP ~--CURB, TYP I . 'J l. z " 0 I "' n L I . 0 I "' '1.,----.. A ' / ' d z ) / ) / / / / / DUMPSTERS& RECYCLING 5 WORK POINT, SEE CJ~l NEW I-STORY SERVICE BUILDING 3,578 SF L .. J -----------------· -'"' ..... ,. ----· !:ii i~ill w: I 11: I '1, ' ' I ' 1 · i ' 111 I), 1·1'1' I l " UL ,~J ,_, (ir /0 / -------------------------------- 0 © , -1 1 --1 r r -··1 I I I I I I F-----1 I , I I I : I I I I I I L __ ; l __ J.1. L_J 0 r-: ,··1 I ',j i -1 1 )i i I I I ! I I ""1 ~I I '"1 ~eja I I I I I I L_J I I I I I ' I '._ -J L _ __; L ___ ; -------------------------~---::.-_::.-::.::-::_-- _.-:.-::.-_--:_------- 'r··/ ' 1-'· ------------.:....:. -,'.~t:~I ·-=~ LI I [' ··1 11 f"il i. I! ''I ., ,1 i" , ' 11' ,JLJ U, 0 ' I i I I ; ' I I I I I I L -_I -' !-\' ,,-. i:' --' 34 , ( -·_2t,C'b ·0 I ,'-, ,-- I I I I ' ' ' ' I I I I I l__. _j 0 r .. ·-, r· - I " I j 1 ' I ·--' I ' I I • r--1 ,--1i i I I · I -o1· 60'1 O" RIGHT-F-WAY : I I I I I I I :,I :I II I I I I L ----J L ---\'·--L -J L _ J ? I ) 0 /' ' I jl L -J I -J iilf<---"2"-7'+7'-"-'--Ji'----+--"43~'\,:."9_" -+--,ii' 20· -o" s10JE 1: I ,-I I :: I I IC I I ro I :ll ,~ I I \ •-iH-: < i : ' i ' ! ; i ! . ! i LL rrr !~' ' I ! ! I I !! !! ji II :1 ! i: Ji j, ,I ' I ,I II 11 " 11 ii ,! ' Ii !j ]j :: I ,1. ' d u " ~ ' ~ u E ~~-~~=:! E:..~=-;; . -,~-·=-::::----'-! , 1 I_ ____ ---------I I " 0 I i i i!. ·, ',:..i. I , 1 ! L -· \I I ,! ' ,, I I 11 ii Hill ' ' . . I j I '1 I ->1\, 'l> ' 5'-6" I , I C C 18' O" C C / \ 24'-0 1/2" LANDSCAPING, TYP SEE LANDSCAPE PARKING STALL DIMENSIONS (TYP UNO) ~ ~, I "' n 0 I b N b I "' J. \ASPHALT PA~NG j ' " d z " 0 I "' n /c//// / / / ,' :~CURB W/ DRAIN C C C C C C C .... \ . . RAISED WALK SEE CML 78 DRIVER'S PARKING -2 HC PARKING -30 COMPACT STALLS (30.6%1 -41 STANDARD STALLS f PARCEL LINE 10'-3 3/8" -----. -----"'"___ - 1--.F. fl 342css1-; -- -------I ----- 71 7" C / ==~ .,= \ ' / ...-\ / \ / ·\ / ·\ / /\ / /\ / '\ / \ / '\ / \ \ ~-8US ONLY SIGN \ \ \ \ \ \ \ \ \ \ \ \ ( \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ '\ \ \ \ \ \ \ CONC WALK, TYP \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ '\ \ \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \; \; \; \; \; \\ \; \; \; \; \ \ \ \ \ \ \ \ \ \ \ \ \ \_ \ \ \ \ \ \ \ \ \~ \~\ \~\ \~\ \./\ \/\ \./\ \/\ \/\ \./\ \./\ \/\ \ \ > )\ \ > \ \ \ > i > \ > o\ > \ > L\ > \ > ~/ ~/ ~/ 0~/ ~/ ~/ ~/ ~/ ~/ ·~/ ~/ £~~-------~C~TYP L ~~,:;0 ;;;;"'=/-----.,"'----TRANSFORMER, SEE ELECTRICAL Jlic-_ _.!!26'.:'-:(JO_" --,Fq..µ!f::(l_~l=l-l\JH~---"-'---"-0-" -He PARKING STALL SIGN, SEE@ ~~~As~~s@c OUTLET. ) . -I 'l"-"l;;--------GENERATOR, SEE ELECTRICAL AL21 1f ~ ~ ~ ~ ~j ~1 ,; 1 rl--°+ __ 4 L:~~ti~}f :w_, _ __ _ BOLLARDS TYP, SEE@ -I --,--"', -_, SE'·1V[Ff c:x::u,~Gn A.F # 34:2G5'SG ~ I I . I A i!-+"'+!-------1,L+,4"-/-8~cyc~='~· ·~ //h ///'.% J\.:-:-. # 3426556 ---1,00 GAL·UG SfOfl. TANK-(E.Oc)--·---, / "' SEE 10'-Q" 0/8' 6 ~""-,~-1-,)<":";=~p/'-, -i---,'5-%779"-A1.2 CHAINLINK _0 f =' __ 1 _ /'., S\\1NG GATE, I · ------// 1 I ,~~100 I, ':~250 /'. . Lo _ " _ .. ~ _ ,_ ~ _, ~ _ _::_---o-· // Al UG STOR TANK (SOLVENTS) AL UG STOR TANK (A.F.) ---···-()........_Q ---, °' .. r· '-" LANDSCAPE BUFFER SEE(3\ ' I~ ~·~/-// /~ /, ___ :_,i B -._,. ·r-1·-·u,,', /// "· I i ~-/ ___ ;' "t'----L FLAGPOLE,----.J,-~-,-'js--j-·, _lJJ,_I :::; 0 NEW 1-STORY BUILDING / 11 I ("CA" ZONE) SEE(6\ -+ ' '. 0// 16,644SF ~ --]-p -(---t B ~ 33'-r 48'-6" 37'-o" 112'-I" ~ I 20·-' -, 1 o : ~ ~7'7'7~~---.,c----'7st--~~-----;~--~~----;f--------------'-'"--'--+----------;f--=c77':l;I' \ ,\ --.... l,_) • Ii I I Ii i! ,, ii ii ,I I[ i'; I' Ii " i I I I Ii I SITE INFORMATION [90° STANDARD] 9'-0"W x 20'-0L [90° COMPACT] 9'-0"Wx 18'-0L [60° STANDARD] 9'-0"W x 20'-0L [60° COMPACT] 8'-6"W x 20'-0L [90° HC] 9'-6"W x 20'-0L 5'-o" 0 I ;, N 20 STAFF & VISITOR PARKING -2 HC PARKING -IBSTANDARD STALLS \_ASPHALT PA~NG j -/; ..,. WORK POINT, -l'i ~j ~~ ~ ~,' 1 • ~#/ 10 ~',r_ ~~-"-"c,'_i"-',-0_0'-'-c'0-="-"'· ~~0-'='-%~~-~-0 }¥b,¥, /~/~-SWE-"-"c,E_Clff~"-',-l ~,-'-",/~~ {,!!k--rf=;~~~---"c'J-j-. ; ~---,/'J---il------20'~:_,~lS:°._E ,. --r-,-1-1 0 % %% #;:::: I' =i 1, ii I I i ! SITE AREA: 209,726 SF SiTE IMPERVIOUS SURFACE (EXISTiNG): 209,088 SF (PROPOSED): 178.596 SF LOT COVERAGE (BUILDING): 16,644 SF (7.9%) (SERVICE BUILDING): 3,578 SF (1 .7%) TOTAL GROSS LOT COVERAGE: 20,222 SF (9.6%) PARKING SPACES (REQ'D): 33 MIN (PROV'D): 98 STALLS (4 HC REQ'D, 4 HC PROV'D) PARKING LANDSCAPE (REQ'D): 98 * 25 SF PER STALL= 2,450 SF (PROV'D): 4.054 SF ORIGINAL SHEET IS 30" x 42" copyright© 2007 all rights reserved / I '-5 n' o· 24'-6" 9'-o" L=66.11' S00'57'24»W --------AR=~~'280,00·4r--· f\PPf\\ \ Al-. # '-)£.1: 11 i 17c, ·;:;~=1~-~· :--·-a=L= 1--, -L;;,'4,0,' ,.,_J:::;:::;~=---r=sw,•sii''2<4'i"WIT°-~q, ..... -==~-* .¢-'~7if=='/<;===l==/cW=7 -A .. ..,8,4,,. _j _ _..::;;.... . .iw sa9·ot1s"E NB9'0 36 w~l . ·; ·1 sOO"s 24 w I. ).," n J). ·--'L I 1 =" • :· -----, , · , 1 23.sa· ,.oo· 100· -.,, · "·"· 115; 0 ) v!~~~[S~L±:~;:~o~~i=i=::=======:~~=:~~·;c~~=::..~'0:ll2.----'~========L=c:?=·======~===~r========:r======--~~~ -~"'-· "'-r"'·.,....r-·-.. .,,,:,,., -cc. =,_""""F ,-,c-·.,.,.--·-r" • · -'1-~->r·---·-+--1 -,,-,--------T -. 1 : -=======-[-{=_:===========-L5-·'--:-=·,,---!--, =='l,a==N0-0'5-7'-24-'E=-'-97=,5-6'-·=l_\-'=-·'=u===~=----·==""11-1nn1 l\cc~-/ ~~ IT;"~) L-,::,i -~ ~ ~ .. i ii___ ---;: ···-----·-----------· ~----------- • • -~--.----------------------------------__ .. .-C-. -· -· ____ ,..c-.---·-··----=-------··-----= ... ~~~.--·-·'-·--, ... -·so•-· --,._ .. -----·· - CONC BENCH, TYP (5'\ -----------~~I~1~;SEIBAGK---- --.. ·-oimJ\MENTAL-FENCc,SIT' ~- ~SITOR ONLY SIGN, SEE (9\ ~ ~-----HC PARKING ALL SYMBOL ---------·-----· TYP. SEE 10 .. --At21 · -.. _ -·------·· ·- , __ ---· --------==--··------==-·-cc ----" _s-------· --···· --. --___ --.,., -------------- . -·,-I . . ' ' ··• .• r .. ,._,,_, .. .,".,._.,,,,.,,~.--,c,-,-.,," .. {}) ,------=- : _...J - 1== ' ~-:-, ~------ '---·-= ----~J ,-"'··= ----== ·--_, --= '·-I ,_-___ .l =··-- c ----~ ,-.-.-- 11] ·1r 'I~ iii! 11: ! :! i Ut UL; LJ!J F'I llnl , '' I :1 ,.u 1111 1 ; I I ii: L [}I ,, ii I': il1'1 nl ,n 111i ii~ ,1 , · ., I 1,'I I I I :I 1.:i ,: . ! '1 i i llJ 1 ;!_' U!J Lli' .. ' '\ '., '"=-===- ,-=J ="."~-~.;:J L----:-_---::::=:=· c--=.J C:. -----• . -=-~ c= ==....:..:...--;:i -----·-, '------____:J -, r -~----=-~ ,- ' architect McGRANAHAN ARCHITECTS civil engineer_ COUGHLIN PORTER LUNDEEN landscape design_ JEFFREY B. GLANDER & ASSOCIATES structural engineer_ PCS STRUCTURAL SOLUTIONS mechanical engineer_ BOGARD ENGINEERS. PS electrical engineer_ COFFMAN ENGINEERS. INC project_ RENTON TRANSPORTATION CENTER client RENTON SCHOOL DISTRICT #"'3 location RENTON, WA Project No. 0609.000 SITE PLAN revision :I --1 'I' 1._:11-!,'." J < ,. ,.,, , ' ...... 1.11'. issued SCHEMATIC DESIGN DESIGN DEVELOPMENT SITE PLAN REVIEW 17 APR 07 17AUG07 040CT07 drawn D.SERRA Dev,... '-,.:r_ or-,, ·-·· (~,-. ,_1, •,\1·,-, .. v,;y, --,,. r·' e, checked_ t_.,;-. ;;:__,\X-_)/:'-',:<? ocr . • 5 2001 jJl_f ,"> ·- Al .01 I -!. '" -,, . ':,'/ ·, ~'". . 1:l.1}i . ; .. ,. ' . j ··;' " '' r ' fl ' ' -------------~----~------- 1!::>'-0" '~~~- MIN. I ~~= bfr\J 0 -----'---~---- SVeet Trees ~ 30' o.c. to mater, Lawn Area, T::ip. -~ ~--Le.wn Area, T~p. I I Strset,Jrses ® 30' o.c. to mcit.ch ex. specles <Lorp,R.~ Plane Tree). u 0- Drou9ht Tolerant srrube cind C:i,roundcovere,, T~p. /"''·· '·-1 \-'· \ ~-, ·~~.-.I \ \ \ \ /---1 I •"··' Parking Lot srade Tree <T~p.! ~-1 C, '\._,,/ / / ' . ,' . !'.'/'/. -r, - 1; ----~p~9_1_e_e. __ <_1319-9_ .t:t:1J?!~/ _____ _ \ \ \ \ ,. -· . / \ i // t~/ LEGEND PLANTING SYMBOL --/ ', I o I I ' / -- .,..c:;9,Pf?«. 0 ® ORIGINAL SHEET IS 30" x 42" copyright© 2007 a\l rights reservad ' PLANTING TYPE EXISTING TREE STREET TREE SHADE TREE ACCENT TREE EVERGREEN SCREEN/ ACCENT TREE SCREENING VINE MED. AND LOW DROUGHT TOLERANT EVERGREEN AND DECIDUOUS SHRUBS. GRASSES AND GROUNDCOVERS LAWN AREAS PLANT OPTIONS VARIOUS. SEE PLAN '"ii.,';;i'i':f#,.,..;' - LONDON PLANE TREE·0 '1tt.;.;, _ ->,;.,.,,;,,_,_ . -· CALLERY PEAR --,·4 -~ WHITEASH RED MAPLE ZELKOVA KATSURA TREE NORWAY MAPLE EUROPEAN HORNBEAM JAPANESE MAPLE KOUSA DOGWOOD JACQUEMONTII BIRCH VINE MAPLE FLOWERING CHERRY JAPANESE CRYPTOMERIA WEEPING ALASKA CEDAR INCENSE CEDAR HINOKI FALSE CYPRESS MOUNTAIN HEMLOCK 'CECIL BRUNNER' ROSE BOSTON IVY YELLOW TRUMPET VINE VARIOUS S00 OR HYDROSEED - '"'· ' ~-·r ---. . ' \ -' \ \ '/.. . ., · ,·· ·· ... --.---.--·-·· ---· -·.-., .. -.,-,.-., · ·"' "·c.,,cc,~" Ch,;11n link F1$r1ce <T::1p.>, e,ee A.rch!tectural r'lane.. / -,. " .. -_. -,-.---. ---- --No·-------------- and Low Shrubs and C:iroundcovere. Parking Lot 1=>lant1n9e < ehrube and groundcovere psr RMC 4-4-0>;0F1h! Fark!ng Lot Shade Tree <T8p.! ,. -,_,._,,·.-,. -., ... --· _. -" " = \ i I \ \ -~\\ _, -------~ Flag Pole, see Archlteci..ura I Flan& -------------- ------------ [J ~ ~--·-----·---· I ----~-~--·-···--·-- ! ,',·'.,, '·' . · ... - ~--Emplo::Jee F'atlo ,----Meta I Fence with Screening Vine. ', Dec:\duo1.,.;e Accent rree \ ", <TsipJ l ·"-"'·~,~. Evergreen 6cree{n / Accent Tree "~~ ... , ' I (T~p) '',., PARK AVE NU t'',,,,,,_N \ I •, '·"··,,._. 0 .. ·····---""-" ... -· ---------.. ----------... -.; ... ·----,·.···--··- i ,L ' \ \ '1 i T I I 1!::>'-!Z)", Medium and Low Shrub& C:;.roundcovere.. MIN.\ and Drought To I er ant Shn .• be, ---< and Groundcovel"e., T~p. "d ' ,.\ ,_ ' • ·"" -' ', ''4 ., ' -· -~ '' -~ 4· .• ~i." -----~_:.__. -- Building Drought Toierarit Shrube, and Groi....ndcovere,, T::Jp. ~ ··"·' ' --' ' < -· . ,, . ·---· -<'· ,.,, ' --' - ' ----------------------'-------------\-- Ca lier~ Peu to match ___ _J Ex. Street Tree epscle& Pree,er·/e and protect exretrng etreet treee and grates . _--.. ~"'.-.-_ " ' . ,., ' .. · ,_.:;-·, ' '.', -' ·~ . --~ iJ. -.c.L/ '','. & :,./'' J) ~ • .. ··." ·1 t ,._ - ' ' ...... :,i . ., •j "' ·:. '. -·;· -~ \ \ I l MIN. OtrSet Tree& ~ ·:30' o.c. to m.stch ex. e.p:Sclee <Whlte Aeh). .. ! ,, ' .: ·:1 :: ' :,_, ~ r-1 (0~ F --, ' :-ii . lfl• 0 Existrn£\ ~rte Ash to remci)n,:r~p. :·1, ! ., -, .,1, ' _·:, LANDSCAPE PLAN NORTH 0 ~ < "' u E -·--+- ' architect McGRANAHAN ARCHITECTS civil engineer_ COUGHLIN PORTER LUNDEEN landscape design_ JEFFREY B. GLANDER & ASSOCIATES strueturat engineer_ PCSA STRUCTURAL SOLUTIONS mechanical engineer_ BOGARD ENGINEERS. PS electrical engineer_ COFFMAN ENGINEERS, INC pro/-ect_ RENTON TRANSPORTATION CENTER c;lient_ RENTON SCHOOL DISTRICT 11,103 l·ocalion_ RENTON, WA Project No. 0609.000 LANDSCAPE PLAN revision Issued_ SCHEMATIC DESIGN DESIGN DEVELOPMENT SITE PLAN REVIEW 17 APR07 17 AUG07 4 OCT07 drawn JMI DtVr::_ G; Y;:.·,:. c.'. checked_ Der .. 5 ° .7 (. . -JOG ,~~cr:·n_,. --,-----------------'""'-' l, sheet L 1.01 BUILDING SIGNAGE W/ ALUM LETTERS "RENTON SCHOOL DISTRICT #403 TRANSPORTATION CENTER" fi\ v I ' I i .,. "',., .. "'"' .... "' . ' . ~ I -' . • • • ' • ' ' • • .. .. "' ........... *' 0 ' I --, ' [==:JD BUILDING ADDRESS, LETlERS TO MATCH BUILDiNG SIGNAGE ORNAMENTAL FENCE, SEE SllE PLAN c+> I __ ! __ ORIGINAL SHEET IS 30" x 42" copyright© 2007 all rights reserved t " CHAINLINK FENCE, SEE SllE PLAN 'DS I cp I 0 I ' I ' I --,--1----_I --,--------( .-, 4' ........ I ......... : ~ . ' • • ' ' ' • • • ' ' ',, <I;,"'"' .... T • ' ' • • • • • ' • ' • • ' • • '_r MECH UNIT, SEE MECH -------------------cp 1 --ID, MECH~ ' 1 ... "'"''" .... "" ..... 25'-8 t/8' ------ • • • ' ' M: " i! 1! , . ,' • ' • • • • • ' --:::==---__ -_ .-.-=----------_ '-_-__ -_-_-_-__ __,----------___ --:_------==-----------=-'c_ ___ __,------------L,___,---------------. ------------------------. --------- ~ I ' I OS ;/ , , -I , ;/ I I ,I cp .l TI -.. .L -L1 OS , ' ;/ -· -... :r I , , I ,I cp cp I ------+-- I b ' I OS -_IQ._l'~R_A~ET at. 58'~ GRADE 34'-0' ;/ , cp I ' I L____S'------------,_ ____ _,--------ja ------------------ ;/ I , , I , , OS DS 8 0 I \ ' ' DS . _, ". " , .n1, ·-·'" .... : .... , : ,,. -1 ... _.,, ,1-""'°'' -~--1., .. i _ "-. ·,,I.;,;,_,._,_,_.·_,_. MATERIALS LEGEND: EXlERIOR ELEVATION SHEETS GROUND-FACE CMU (COLOR: "KHAKI") METAL WALL PANEL ( COLOR: "SIL VER METALLlc") '----VERTICAL REVEAL JOINT (COLOR: "SILVER METALLIC") T D GENERAL NOTES: EXlERIOR ELEVATION SHEETS 1. ALL EX JERI OR MET AL INCLUDING, BUT NOT LIMIJED TO, GARAGE DOORS, EXTERIOR DOORS, AND FASCIAS TO BE PAINlED "BLUE DOOR," UNO. 0 I ~-------~3 1/8" = 1'-0" ~ cp I I -' i ' I DS cp ~ . I © I -~S0_NOPY ~ 52'-6' \a ' "' --+--GALV CHAINLINK SllE FENCE, SEE SllE PLAN ' =------JiR~DE 34'-0' 1/8" = 1'-0" 2 ---------------------+ --------------_ _TD. PAR_A~E_[___r11, 60'-~ z~ ' ' . ,, ~ ' " _ __:i:,Q. _C~NDPY ~ 52'-6' 1<----+--ILIGHTING POLE BEYOND, SEE ELEC • ~ ' 00 GRADE 34'-0' 1/8" = 1'-o· CD ---------- architect McGRANAHAN ARCHITECTS civil engineer_ COUGHLIN PORTER LUNDEEN landscape design_ JEFFREY B. GLANDER & ASSOCIATES structural engineer_ PCS STRUcnJRAL SOLUTIONS mechanical engineer_ BOGARD ENGlNEERS, PS electrical engineer_ COFFMAN ENGINEERS, INC project_ RENTON TRANSPORTATION CENTER client RENTON SCHOOL DISTRICT #403 location RENTON, WA Project No. 0609.000 BUILDING ELEVATIONS revision issued SCHEMATIC DESIGN DESIGN DEVELOPMENT SITE PLAN REVIEW 17 APR 07 17 AUG 07 26 SEPT 07 drawn ( ''<-! she et A5.01 4 " ,, ., ,, " \: i /] ',,· ~: ,. ·''<!< ' ,. ; '·' -,;':,. - ' r ·_";), :::,4; ' 1: ' Ji,,.Ltt 1:1~ j" ,.. ·i,st} 'rn ' h rn (j \ \. __ _) b ' 1,: +----+-------t-i' I , I i ,::·:::-::: "' ' 0 b ' " 'b ' -~ b I I I : -I ' I . 1 ' I I I I i ., , . :;L; L------·---,--!~ /1, ] ! . I ' ' I I·' i I :' I ------,- i 41ANA 41ANA P..Hl'-. Ti TYPICAL FLOOR PLAN GENERAL NOTES 1. GRIDS ARE TO CENTER Of COLUMN. UNO. 2. SEE STRUCT DWG'S FOR COLUMN LOCA]ONS NOT DIMENSIONED 3. DIMENSIONS ARE TO FACE Of STUD OR MASONRY UNO OR SHOWN. 4. SEE AO.DI FOR WALL TYPES. INTERIOR WALLS TO BE( 42ANA) UNO. 5. SEE A9 SERIES FOR FLOOR FINISH PLANS. 6. THE FOLLOl'IING WALL MOUNTED ITEMS ARE INDICATED IN PLAN: WHITEBOARDS & TACKBOARDS -SEE A8.00 FOR MOUN]NG HEIGHTS LOCATE ITEMS CENTER Of WALL UNO TYP. 7. SEE FINISH PLANS FOR RECESSED SLAB LOCATIONS. 7 A6.0l (111 .j 8 A6.0l i 24· .. 10· 23' .. 4" 21'-5" 22' 8" 20·-o· ,, 20'-o" , 20·-o" 20'-o" 20'-o" 26'-5" 20'-8" 2'-o"J,..l-JL-,-..J.-JL-5,,_· --=4._ .. __,'--_.,3·-=-,,_o· _ __,'--,,_6'_:-,_r_:,---:=6=" =========2=1'=-=3·~~=============6·=-=r==:'-----1---"'~'------8.~. i'--3-. --4-.. · -2-·--3-. ---'"-l"--1-2·--o-"--. -4.---o·'· i'--4-. --o .. -. ---"'12 ... · -""o-· ----4.---o",,~, -4'--0-.. ----1-2-· -"'o·'--''---4-. --0-.. -1"'-4· --0-.. ----1-2'---o·~--'---4-' --0-·..,,_4_· --0-.. ----"1""-2'--o"-.. ----4-· ---o-.. +-4-. --o-" -----"1"-2'--o"-.----4-. --o-· .;,i, ... ~-3·---o"--1-2-· --o.--"='---5.-1--9'-' --6-' --8-"_.:,._ ____ _ r 3'-4"0 :---1-~ ~ j -,t· I ·1' I' i I : ~I:=. ,7~" "--'8'-7,:_,,~,f"· _q:;2'-10" ·-2". 3'-5tt i 6'-3" 15·-t :=; l§J I '+: ,,..,i-~ \J ,.. j:::: . , C .... --.. _·· .. ·= -=· . :: ~ =-=-.JL.."; .. .)<'I ~'-', _·,.,,.I_--. "-_ :_,--,/['--~-. _-_ .. -... · .... 'c...... .• ~--{~ --.. .. H .. -.. t-.. I .. ·-·--.. --.. .. -+ .. .. -.. . .. i----.. ··-· ---~--~--I_'.__ __ ~:J;_:_: _ _1 22a~-=-~-~ , i~., ---·--r-1--_-, r-----r---·i,r::·:_T1-r---j t-1~:-···-·1i 'r !~1 I: I I i ] I i ! i SPRINKLER i i ,I ~en 1 1 ·-, {( -:· LARGE' PARTS . IJ:ill ; ':' i ---' _, ·1' ~! ----(~---- ' .,..--'. / 103 104 / " I 122C ! -' ... .f(i" :: -----,--'-. • • I '' '' '' _eJ_ '' '' I' -~- LL " " -H- " " " --H- " " " ,, ·~l} ..... ~,...,-~ ;_U; ' ···--, I . __ ! L ... L I ~I~~ I w JI ; td.h:-c'., ;.., I I ' -~ ' ,--·------ J ___ .. , ..... -·- ;_·_ _::_ ! ~--- SMALL PARTS [ill] . l __ _J _L ------,------------.. ' ,,, H\ ~ !i -_-r • ' . ' ·, 118A "'HALL ;:"• ........ .,,_ ... "' .. "'"'~ '·· '·... L_1_1_il_J • •· ......... "' .......... .. --·--c;- ' D loll ' i TIRE STORAGE [ill] :F .:..ct 1 ----------->- ~..-..---.. "' ..... Ill .. "' ................... ! .. ,F --··ri ---.. ' -2, . ' ' .. ---: I ~-~,:-------- t18B HALL t I .//) OJ]] i L---, ' i, I ....... 1 ....................... 11' ,j ---' ------------___ ',)."'"" -----11--~ -~ ' _ l --1- : ___ j '--}'·' -._ ' itlET; ' I ' I:, ~14 : ~ --·,-. . I~, _114•\-'i_'._J. I_ --I .\ ---~ -- I : i -, ; I ELEC i Dill :--+--·+ UNE OF GRAD BEA~ BELOW GRADE i 'T--, t·· ,,---, ' ,. ' ! ''I l __ --' UNE OF GRftOE BEAM AT GRADE -----·_tJQB· ------ ' ' ..... J : , I c~ ,-·)-.. ' --------·ln::ltt ,--, h , I: . ' ' I , I L..J....' -------,- ------, ,-,n· : . i I .-.1 ,_ --.L. . -=-= :::-::: _: _tlQD_:=---:-=---:- -----·-1 ' I ' (I) :--T - ' ,, ,-1 I ' ' ' ' L _' _J ( ----___ um:------- ' I 1 / ·1 · I r--'i"1 I· 1 ! , r '·· 1 J , I : ' ' i I ' ' i , I l -------- ,--.. ' ' ' ' ,·b i I, I .-r·: . ---l ·=[ ' ' . I -' ! / J ; I I MOTOR POOL SMALL REPAIR BAY + \3-1-~--- ,~-·1 cfi:x\~ )_j~-)~ ---, ' -~~/I I l.... ' -.~] u 133 ! ,, r ·--------------- 1 1--•1 . ., ' ' I I ·------; -V ' ' ' ' ' ' ' ' ' ' ' ' ·----·-· ·-1 _IL ___ "'_ . 3 ELEC \o:EJ ' ,-- " " L_ I' ' ,I cp I I I ~_p I I L.. - CANISTER STOR --·,41 \ r 1-4-1--+ ' -----, 136 1WELDING /o:K] / ,--- ' ,, ij 'I 1 •_:::· --___ .I ! . r --- , e 'I -,, --···;: EOF 300 I. ___ : 1··----, s.i :: _ ,, FLUIDS / ' ATF ' ·COMPRESSOR' 3DO ,_ ----" [ill] 1 :-AF-1 1100 ' / -._. ; GL;; 1378 \ /C~'·t·: ' . ' -----. ,-------., ' ' ' ' ' i... -"""PART:,-_J CLEANING 1.380' ' ' C . L __ J -. -1 I'"~'°""'= Le=-== , __ , PARTS REBUILD om ' j) ,--' L_ r · ; L __ J [_ ______ , L -----' ' ; '-----_J J I ! I . 11 ' i IL I j ~-/------ __ .)_ ___ --··---- EXTERIOR BAY STEAM CLEANING @[] i ' ! ' ' ' I ' ' I ' I ' ' ' ' ' ' ' ' ' ' ' ---~--1------~I! I ! I I I ' ' ' ' .~1.+-;'-~ ' ... -I ' ' ' ' ' _______ T __ _j FO STUD "' ' 'i!i I -t ,;, I ~"'~FO~C~M~U-----+. __ f---lll\'ffERY 'STORAGE ----------' ----------L-.. _ --. ~---' '------+----- __ . ------_J_ _____ .., __ ··--,----' -- ------' -----I -----f----J b ' in ORIGINAL SHEET IS 30' x 42· copyright© 2007 all rights reserved -------i -- -----+---- 7'-0" 9'-0" 2'-10" 4'-0" 6'-8" 4'-0" 1'-2 l'-3" (0 .. ' JOILEJ'-.....' 128' l , . --- i ,, ~[ill] ' ' • ' I I ·" .• ) -----~-J--J '\ I -·~-· -: i --+-. -~;~i ---· ..... •• . 1 . •@• 0 0 ·,..·7"7~· .... Dill D Ill .. • .. "',"" .. 11 ml RI 1U I : A2.11 A6.D1 I 9'-jQn I 27'-1" l 21'-,1<5"--"--"'--·l 22'-8" 5'-2" 8'-0" ---='--'---------,,1'------'"-'"--------}'-------'='-"--------}'-''--"~,.;,i'--· I J'-2" L (;<) l (~) ' 5'-8" 4'-8" 3'-4" OlANB TYP @ CMU 12'-o" ! 4'-8" 03ANB TYP @ MTL SIDING 7'-4" ---l-1--- 8'-o" 3'-4" 12'-0" 5'-4~ 10'-4" ' I I (c'• ,'".) ---. -------. ----------- 5 A5.11 01ANA 1-- I --+--------------- , I ' I ' cl) LJ ~ < . m u E architect McGRANAHAN ARCHITECTS civil engineer_ COUGHLIN PORTER LUNDEEN landscape design_ JEFFREY B. GLANDER & ASSOCIATES structural engineer_ PCS STRUCllJRAL SOLUT!ONS mechanical engineer_ BOGARD ENGINEERS, PS electrical engineer_ COFFMAN ENGINEERS. INC project_ RENTON TRANSPORTATiON CENTER client RENTON SCHOOL OISTRICf #403 location RENTON. WA Project No. 0609.000 FLOOR PLAN -'---------------- revision issued SCHEMATIC DESIGN 17 APR 07 DESIGN DEVELOPMENT 17 AUG 07 SITE PLAN REVIEW 26 SEPT 07 drawn 0{:Jjt·· ' ci/y;-.,.._ "_. .-. .. ,, . .. .-,._;a acr sheet A2.01 ;, i' " ' " " ,, ,:;, ,, ' ' r . ~·- ' ·1: ) • ' ,, l ' , I :.-:; ?: I.,,, ,1;, ' r-· ;; '(_._ \,i -a/ _"-i'-. ORIGINAL SHEET IS 30" x t.2" copyright© 2007 all rights reserved _c._~· ___ .c.::.....·.' -,-_· -··:_-,··· VICINITY MAP NOT TO SCALE ·=~··' -· -----·: -'---'-'--'-'--' .. NORTH 4TH STREET RENTON, WASHINGTON OWNER RENTON SCHOOL DISTRICT #403 1220 NORTH FOURTH STREET RENTON, WA 98055 ARCHITECT McGRANAHAN ARCHITECTS 2111 PACIFIC AVENUE, SUITE 100 TACOMA, WA 98402 (253) 383-3084 CONTACT: TOM MARSHALL ENGINEER COUGHLIN PORTER LUNDEEN 413 PINE STREET, SUITE 300 SEATILE, WA 98101 (206) 343-0460 CONTACT: TIM BROCKWAY, PE SURVEYOR PACE 1601 2ND AVE, SUITE 1000 SEATllE, WA. 98101 (206) 441-1851 CONTACT: NEILS CABBAGE, PLS DATUM NAVO 1988 "-·--'"···--·------~ ---·--· -- SITE PLAN REVIEW 26 SEPT 07 BENCHMARK i1 FOUND BRASS SURFACE MONUMENT "DHA GPS #9' ALONG CURB AT THE INTERSECTION OF NORTH 4TH ST AND GARDEN AVE NORTH EL= 35,40 BASIS OF BEARING THE LINE BETWEEN CITY OF RENTON MONUMENTS #1121 AND #1879, S89'59'26"E VERTICAL CONTROL CITY OF RENTON BENCH MARK #508, NAVO 1988 ELEVATION OF 35.38 FEET AT THE INTERSECTION OF N, 4TH AND GARDEN AVE, N (CONTOUR INTERVAL = 1 FOOT) HORIZONTAL CONTROL NAO 1983/1991 WASHINGTON STATE PLANE COORDINATE VALUES FOR MONUMENTS# 1121 AND #1879 PROVIDED BY THE CITY OF RENTON LEGAL DESCRIPTION PARCEL A: LOTS 1 THROUGH 8, BLOCK 8, RENTON FARM PLAT ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 97, IN KING COUNTY, WASHINGTON; EXCEPf THOSE PORTIONS OF LOTS 1 THROUGH 5 CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NO, 94-2-03644-1 FOR STREET PURPOSES; PARCEL 8: THE WEST 20 FEET OF LOTS 1 THROUGH 12, BLOCK 2, SARTORISVILLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 8 OF PLATS, PAGE 7, IN KING COUNTY, WASHINGTON, PARCEL C: LOT 9, BLOCK 8, RENTON FARM PLAT ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 10 OF PLATS, PAGE 97, IN KING COUNTY, WASHINGTON; PARCEL D: LOTS 1 THROUGH 12, BLOCK 2, SARTORISVILLE, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 8 OF PLATS, PAGE 7, IN KING COUNTY, WASHINGTON; EXCEPT THE WEST 20 FEET THEREOF, SHEET INDEX CO.OD COVER SHEET C0,01 GENERAL NOTES CD.02 GENERAL NOTES 1 OF 2 TOPOGRAPHIC SURVEY 2 OF 2 TOPOGRAPHIC SURVEY CLD1 DEMOLITION PLAN CL02 DEMOLITION PLAN C3.01 PAVING PLAN C3.02 PAVING PLAN C3.10 PAVING DET.'JLS C3.11 PAVING DET.'JLS C4.01 GRADING AND Dll'JNAGE PLAN C4.02 GRADING AND Dll'JNAGE PLAN C4.10 GRADING AND DRAINAGE DET.'JLS C5.01 UTILITY PLAN C5,02 UTILITY PLAN C5.10 UTILITY DETNLS C5, 11 UTILITY DET.'JLS SITE INFORMATION TOT AL SITE AREA = 209,088 SF TOTAL WORK AREA = 209,088 SF CUT= 3,664 CY Flll = 772 CY TYPE AND LOCATION OF Flll = WSDOT PIT DESTINATION OF EXCAVATION = PERMITTED FlLL SITE EMERGENCY CONTACT PERSON CONTACT: ---------PHONE: ___ _ COMPANY: RENTON SCHOOL DISTRICT ADDRESS: RENTON WA 98055 u ~ "' ' ~ u E arch!leci McGRANAHAN ARCHITECTS civil engineer". COUGHLIN PORTER LUNDEEN landscape design_ JEFFREY B. GLANDER & ASSOCIATES structural engineer_ PCSA STRUCTURAL SOLUTIONS mechanical engineer_ BOGARD ENGINEERS. PS electrical engineer __ COFFMAN ENGINEERS. INC project_ RENTON TRANSPORTATION CENTER c ! i en t RENTON SCHOOL DISTRICT #403 location RENTON. WA Project No. C06-0055-02 COVER SHEET reVJSIOll issued SCHEMATIC DESIGN DESIGN DEVELOPMENT SITE PLAN REVIEW drawn Scott Steinmetz checked Tim Brockway, PE sheet C0.00 17 APR07 17AUG07 26 SEPT07 .'I '" : " I !i ' (~~ i' f i', ,;~; L·{a il>'i•t ri· 1- ------' --~'-' '-'-' '~·-· ~~~~--~ ORIGINAL SHEET IS 30·:;: ,2· copyright© 2007 all rights reserved STORM WATER DRAINAGE NOTES AND SPECIFICATIONS 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN RE'nEWER. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1996 STANDARD SPECIFlCATIONS FOR ROAD, B(RIDGE) AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ll>'SOCIATION Af'WA , />S AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. 3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE Af'PROVED PLANS, WHICH ARE ON FlLE IN THE PUBLIC WORKS DEPARTMENT. Nfi DE'nATION FROM THE APPROVED PLANS VIILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 4. A COPY OF THESE Af'PROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 5. DATIUM SHALL BE NAVO BB UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINT~NED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION H/>S P/>SSED. 7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. 11-IE GRASS SEED MIXTURE, OTHER THAN CITY OF REENTON APPROVED STANDARD MIXES, Sfv.LL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND Af'PROVED BY TH PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 9. ALL PIPE AND Af'PURTENANCES SHALL BE LAD ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE8 WITHE SECTION 7-02.3(1) OF THE CURRENT STATE OF W/>SHINGTON STANDARD SPECIFICATION FOR ROAD AND RIDG CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTfOM OR THE TOP OF THE FOUNDATION MATERIA~ />S WELL />S PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERW., TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UN\1ELDING 8/>SE. ALL PIPE BEDDING SHALL BE APWA CLASS C, WITH THE EXCEPTION OF PVC PIPE. ALL lRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT AND STRUCTIURAL FILL AN_D 90% OTHERWISE PER />STM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDER PVC PIPE. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DR.'JNAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 11. STRUCTIURES SHALL NOT BE PERMlffED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DR.'JNAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. 12. ALL CATCH 8/>SIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE ALLOWED UNLESS SPECIFlCALLY APPROVED BY CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS ADMINISTRATOR. 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 -8 INCH ROCK / 40 -70% P/>SSING; 2 -4 INCH ROCK / 30 -40% PASSING; AND LESS THAN 2 INCH ROCK / 10 -20% P/>SSING. 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRANAGE SYSTEM, UNLESS APPROVED BY THE CllY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURAT£LY DIMENSIONED, CERTIFlED />S-BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT REUEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPDSITTON. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DE'nCES, PROTECTM: EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHl,LL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMEITT, TRANSPORTATION SYSTEMS DMSION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 18. SPECv.L DRANAGE ME/>SURES Will BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA (APA). 19. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTl'IITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 20. ALL LIMITS OF CLEARING AND ARE/>S OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED IN THE FlELD AND OBSERVED DURING CONSTRUCTION. 21. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERAnON PRIOR DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MANTAINED IN A SATISFACTORY CONDmON UfITIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND PDTENTV\L FOR ON-SITE EROSION H/>S P/>SSED. THE IMPLEMENTATION, MANTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/ SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBIL,fY OF THE PERMITEE. STORM WATER DRAINAGE NOTES AND SPECIFICATIONS (CONT.) 22. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. />S CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEA.SONAL 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 RESPONSIBIUJY 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, />S MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEMNG DRANAGE SYSTEM. 23 Af'PROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITIUTE AN APPROVAL • OF STORM DR.'JNAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 24. DURING THE TIME PERIOD OF OCTOBER I ST THROUGH Af'RIL 30TH, ALL DISTRIBUTED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LITT UN-WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 25. IN ANY ARfA WHICH H/>S BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD 30 DAYS OR MORE, ALL DISTURBED ARE/>S MUST BE IMMEDIITELY STABILIZED WITH _MULCHING, GRASS PLANTING OR OTHER Af'PROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME Of YEAR. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, INCLUSIVE. SEEDING MAY PROCEED HOWEVER WHENEVER IT IS IN THE INTEREST OF THE PERMITEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING' OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFlED TIME PERIOD. 26. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE IS REQUIRED WITH A MINIMUM HEIGHT OF THREE (3) FEET, 3:1 SIDE SLOPES. 27. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24 FEET X 50 FEET X B INCHES OF 4 TO 6 INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. WATER UTILITY -GENERAL NOTES AND SPECIFICATIONS 1. ALL WORK MATERW. SHALL BE IN CONFORMANCE WITH THE >1ANDAROS AND SPECIFICATIONS OF TH/ E CITY OFDARD RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE 1996 EDITION OF THE WSDOT APWA STAN S AND SPECIFlCATIONS, />S APPROVED AND MODIFlED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFlCATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN lHE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO) 3:30 PM ON WEEKDAYS UNLESS OTHERWISE Af'PROVED IN WRITTNG BY THE PUBLIC WORKS DEPARTMENT AT (425 430-7301. THE POLICE DEPARTMENT, FlRE DEPARTMENT, AND 911 SHALL BE NOTIFlED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO />S TO AVOID DAMAGE OR DISTIURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555. 4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE-CONSTRUCTION MEETING. 5. ALL WATERMAN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST RE'nSION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST RE'nSION. PIPE JOINTS TO BE PUSH-ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FlTTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS. 6. C/>ST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED />S NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA Cl10/A21.1D-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIIMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA C110-A21.10-B7 OR ANSI/AVINA C153/A21.53-94. THREE (3) INCH TO 12 INCH DLIMETER FlTHNGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/A'lfflA C110/A21.1D.87 OR A COMBINATION OF ANSI/A'lfflA C11D/A21.10.87 AND ANS!/AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 ANO THAT PORTION OF THE FITHNG WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10·-4.3 OF ANSI/A'lfflA C110/A21.I0--87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 7. GATE VALES SHALL BE IRON BODY, BRONZED-MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0-RING STIUFFING BOX (AWWA C5DD) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. 8. FlRE HYDRANTS SHALL BE COREY TYPE (OPENING WlfH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGANS] PRESSURE) CONFORMING TO A'lfflA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATfERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DL\METER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 9. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH C/>ST IRON THREADED CAPS WITH OPERATING NUT Of THE SAME DESIGN AND PROPORTIONS />S THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 10. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPT£R, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO G/>SKET TO WEATHER. STORZ CM' TO HAVE SYNTHETIC MOLDED RUBBER G/>SKET, AND SHALL BE ATfACHED TO HYDRANT ADM'TER WITH 1 /8 INCH, COATED, ST,'JNLESS STEEL, AfRCRAFT CABLE. WATER UTILilY NOTES (CONT.) 11. FlRE HYDRANTS SHALL BE PAfNTED WITH TWO COATS OF PAfNT. PRESERVATIVE PAINT NUMBER 43-655 SAFETY YELLOW DR APPROVED EQUAL 12. PUMPER CONNECTION TO FACE ROADWAY />SSEMBLY. 13. FlRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DET/oJL FOR FIRE HYDRANTS, LATEST RE'nSION. 14. ALL WATERMANS 10 INCHES AND SMALLER TO MAINT/oJN A MINIMUM COVER OF 36 INCHES BELOW FlNISH GRADE. ALL WATERMAN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FlNISH GRADE. WHERE UTIUJY CONFLICTS OCCUR, WAT£RMANS ARE TO BE LOWERED TO CLEAR. 15. ALL WATERMANS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING ?PIGS? PRIOR TO DISINFECTION. THE POLY-PIGS SHALL BE GIRARD INDUSTRIES AQUA SWAB-AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM Wllfl 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF PIG ONLY. 16. POLY-PIGS SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 17. ALL WATERMANS AND SERVCES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFlCATIONS OF THE CllY OF RENTON AND THE W/>SHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN lHE PRESENCE OF A REPRESENTATM: OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANOARD PLANS & SPECIFlCATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 18. ALL WATERMANS AND SERVCES SHALL BE DISINFECTED BY 11-IE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAD. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFlCATIONS REFERENCED ABOVE 19. A PRE-CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM Of FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 20. TWENl!Y-FOUR (24) HOURS NOTICE WIU. BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 21. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 22. INSTALLATION OF CORPORATE STOPS, WAT£R SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVCE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON, 23. ALL CONNECTION TO EXISTING MANS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERW.S ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON-SITE PRIOR TO CITY NOTIFICATIONS. 24. INSPECTION WILL BE ACCOMPLISHED BY A REPRESEITTATM: OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVCES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFlWNG ALL CONSTRUCTION. . THE CONTRACTOR, AS WELL />S THE ENGINEERS, SHALL KEEP l>S-BUILT DRAWINGS. 25. CONTRACTOR TO PR0\1DE PLUGS AND TEMPORARY BLOW-OFF />SSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO F!NAL TIE-IN. 26. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE />S MANUFACTIUREO BY THE STAR MANUFACTURING COMPNfi OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 27. />SPHALT ANO CONCRETE STREET PA\1NG SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY Af'PROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 28. A T£MPORARY COLD MIX />SPHALT PATCH SHALL BE PLACED ON THE DAY OF INITW. EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. 29. FOR CITY PROJECTS SUCH />S TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED ARE/>S AND SCHEDULE 80 PVC PIPE UNDER IMPROVED ARtAS. EROSION CONTROL NOTES 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON DEVELOPMENT SERVCES DMSION, PLAN RE'nEW PROJECT MANAGER. 2. ALL LIMITS OF CLEARING AND ARE/>S OF VEGHATION PRESERVATION AS PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FlELD AND OBSERVED DURING CONSTRUCTION. 3. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DR.'JNAGE SY>1EM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAfNED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ON-SITE EROSION H/>S P/>SSED. THE IMPLEMENTATION, MANTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. />S CONSTRUCTION PROGRESSES AND UNEXPECTED OR SE/>SONAL CONDITIONS DICTATE, IHE PERMITTEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTMTIES AND TO PR0\1DE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, />S MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES AND WAT£R QUALITY OF THE RECEMNG DRAINAGE SYSTEM. 5. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTIROL ONLY. IT DOES NOT CONSffiUTE AN APPROVAL OF STORM DRANAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 6. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBE(D )SOIL ARE/>S GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UNWORKED FOR MORE THAN TWELVE 12 HOURS, SHALL BE COVERED BY MULCH, SODDING, OR PLASTIC COVERING. 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANnCIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED ARE/>S MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT Af'PLICABLE TO THE llME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF Af'RIL THROUGH SEPTEMBER INCLUSM:. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFlED TIME PERIOD. B. FOR ALL EROSION/SEOIMEITTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE, A MINIMUM OF 3 FEET HIGH IS REQUIRED, WITH 3:1 SIDE SLOPES. 9. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24'x50'x8" OF 4-6 INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. CONSTRUCTION SEQUENCE: 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELIJ BETWEEN THE CITY OF RENTON, THE Af'PLICANT AND THE Af'PLJCANTS CON3TRUCTION REPRESENTATIVE. 2. VERIFY VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES. CONTACT ALL UTILITY COMPANIES THAT MAY BE EFFECTED BY THE PROPOSED CONS.fRUCTION. THE ONE CALL NUMBER IS 1-800-424-5555. 3. MAfNmN ALL EXISTING UTILITY SERVCES DURING CONSTRUCTION. 4. VERIFY GRADES PRIOR TO CONSTRUCTION. FLAG CLEARING LIMITS. 5. INSTALL STABILIZED CONSTRUCTION ENTRANCE. 6. INSTALL FlLTER FABRIC FENCE AS INDICATED ON PLAN. 7. INSTALL OFFSITE CATCH 8/>SIN PROTECTION. 8. CLEAR & GRUB ARE/>S OF THE SITE TO BE ROUGH GRADED OF FILLED. 9. CONSTRUCT SEDIMENT INTERCEPTOR SWALES AND CHECK DAMS. 10. REMOVE UNSUITABLE BEARING MATERv.L />S REQUIRED. 11. GRADE AND PLACE ACCEPTABLE FlLL />S REQUIRED AND COMPACT ACCESS ORM: SUB-GRADE />S INDICATED ON THE DRAWINGS. INSTALL STORM CONVEYANCE SYSTEM. DIRECT ALL SURFACE WATER TO THE PROPOSED CATCH BASIN. NO UNCONTROLLED SURFACE WATER SHALL BE ALLOWED TO LEAVE THE SITE AT ANY TIME DURING THE GRADING OPERATIONS. USE CATCH 8/>SIN SEDIMENT FILTERS TO CAPTIURE SEDIMENT PRIOR TO DISCHARGE. 12. INSTALL NEW UTILITIES PER THE DRAWINGS. A. WET TAPS TO THE CITY OF RENTON WATER SYSTEM SHAU. BE MADE BY A CITY APPROVED SUBCONTRACTOR. B. THE CrfY OF RENTON SHALL INSTALL THE DOMESTIC WATER METERS. 13. FINISH GRADE SITE AND CONSTRUCT />SPHALT PAVING AREAS, ACCESS ORM:S SIDEWALKS, CURBS AND GUTTERS. 14. COMPLETE STABILIZATION IN ACCORDANCE WITH LANDSCAPE PLANS. 15. REMOVE EXCESS EXCAVATED MATERIALS, !Rf,SH DEBRIS, AND W/>STE MATERW.S AND DISPOSE OF IN /oJ'I AUTHORIZED LOCATION AT NO COST TO lBE OWNER. 16. CLEAN STORM DR.'JNAGE SYSTEM OF ALL SEDIMENT AND DEBRIS. 17. REMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN SITE IS COMPLETELY STABILIZED. architect_ McGRANAHAN ARCHITECTS civil engineer_ COUGHLIN PORTER LUNDEEN landscape design_ JEFFREY B. GLANDER & ASSOCIATES structural engineer_ PCSA STRUCTURAL SOLUTIONS mechanical engineer_ BOGARD ENGINEERS. PS electrical engineer_ COFFMAN ENGINEERS. INC project_ RENTON TRANSPORTATION CENTER cl i e n1 RENTON SCHOOL DISTRICT #403 locat1on RENTON. WA Project No. C06--0055-02 GENERAL NOTES revision_ issued SCHEMATIC DESIGN 17 APR 07 DESIGN DEVELOPMENT 17 AUG 07 SITE PLAN REVIEW 26 SEPT 07 drawn Scott Steinmetz checked Tim Brockway, PE she et C0.01 Dtv.i-r G;;-'~ t,;--:: ;•' .. t i I I I ·1 .. I i. i I ! "I ', __ I i ' 1 ·I I . ' . ' '. I I . I ' I I , I ' , I ' i I I ORIGINAL SHEEf IS 30" x 42" copyright© 2007 all rights reserved DEMOLmON NOTES 1. EXISTING LTILITIES AND UNDERGROUND STRUCTURES SHOWN ON THE PLAN ARE BASED UPON THE BEST AVM.ABLE PUBLIC RECORDS AND/OR PRNATE RECORDS AS SUPPLIED BY THE PROJECT OWNER AND/OR DATA OBTAINED VERBALLY FROM OWNERS OR OFflCIALS ASSOCIATED Willi THE PARTICULAR UTILIIY. NEITHER THE OWNER NOR THE ENGINEER GUARANTEE ACCURACY OR COMPUETENESS OF THIS INFORMATION AND ASSUME NO RESPONSIBIUIIY FOR IMPROPER LOCATIONS ON THE CONSffiUCTION PLANS. OTHER UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. ALL INVERT ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE VERIFlED BY rrlE CONmACTOR PRIOR TO CONSTRUCTION. 2. IF CHANGED CONDITIONS ARE ENCOUNITRED, rrlE CONmACTOR SHALL NOTIFY rrlE ENGINEER PROMPTLY OF (1) PREEXISTING SUBSURFACE CONDITIONS DIFFERING FROM THOSE INDICATED IN rrlE PLANS, OR (2) PREEXISTING UNKNOWN SUBSURFACE CONDITIONS, OR AN UNUSUAL NATURE, DIFFERING MATERIALLY FROM rrlOSE ORIGINALLY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE CONTRACT. THE CONmACTOR AND OR OWNER SHALL MAKE NO CLAIMS TO THE ENGINEER FOR RECOMPENSATION FOR EXmA WORK RESUrnNG FROM CHANGED CONDITIONS UNLESS THE ENGINEER HAS APPROVED THE WORK IN WRITING. 3. CONmACTOR SHALL CALL THE UTLITIES UNDERGROUND LOCATION CENITR FOR FIELD LOCATION OF ALL UTLITIES AND SHALL NOT BEGIN EXCAVATION UNTL AILL KNOWN UNDERGROUND FACILfnES IN rrlE VICINITY OF rrlE PROPOSED WORK HAVE BEEN LOCATED AND MARKED. IF THE UTILITY IS NOT A SUBSCRIBER OF THE UNDERGROUND LOCATION CENTER rrlEN rrlE CONmACTOR SHALL GNE NOTICE TO THAT UTLITY. 4. THE CONmACTOR IS RESPONSIBLE FOR RE.VlEW OF ALL UTLITY PURVEYOR, AND CITY OR STATE RECORDS RELATIVE TO THE EXISTING UNDERGROUND UTIUTES. THE CONmACTOR IS RESPONSIBLE FOR AVOIOING DAMAGE TO THESE FACILITIES AND SHALL RESTORE ALL UTIUTES AT CONmACTOR'S OWN EXPENSE. 5. VERIFY THAT ALL UTLITY SERVICES TO BE DEMOLISHED HAVE BEEN DISCONNECTED. 6. ERECT BARRIERS, SHORING AND THE LIKE TO PROTECT PERSONNEL, CONSTRUCTION AND VEGETATION TO REMAIN. COMPLY Willi AU. STATE AND LOCAL AGENCY REQUIREMENTS. 7. DO NOT SHUT OFF OR CAP UTILITIES WITHOUT P~OR NOTICE. COORDINATE WORK WITH LOCAL UTILITY PURVEYORS. 8. MAINT~N VEHICULAR AND PEDESffilAN mAFFlC ROUT£S: ENSURE MINIMUM INTERFERENCE Wlrrl ROADS, SffiEETS, SIDEWALKS, AND ADJACENT FACIUTES; DO NOT CLOSE OR OBSTRUCT STREETS, SIDEWALKS, OR PASSAGEWAYS WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION; MAINTAIN FIRE ACCESS ALONG ACCESS ROAD AT ALL TIMES; MEEr ALL APPLICABLE CODES AND ORDINANCES. 9. PROTECT FROM HARM ANY ffiEES, OR OrrlER OBJECTS SELECTED TO REWJN. 10. DO NOT DAMAGE EXISTING CONSTRUCTION TO REMAIN. 11. RESTORE ANY IMPROVEMENTS DAMAGED BY THIS WORK TO rrlEIR ORIGINAL CONDITION, AS ACCEPTABLE TO OWNER. REP.~R ANY DAMAGE TO ADJACENT o1RUCTURES, UTILITIES, SITE, AND WORK OF THIS CONmACT TO REMAIN AT NO ADDITIONAL C0,1 TO OWNER. 12. NO BLASTING ON SITE. DO NOT USE EXPLOSIVES. 13. SPRINKLE DEBRIS AS NECESSARY TO LIMIT DUST TO LOWEST PRACTICABLE LEVEL. DO NOT SPRINKLE TO EXT£NT CAUSING FLOODING, CONTAMINATED RUNOFF OR ICING. 14. REMOVE EXISTING ABOVE-GRADE AND BELOW-GRADE IMPROVEME~rs AS INDICATED AND AS NECESSARY TO FACILITATE NEW CONSTRUCTION. CARE SHALL BE TAKEN THAT DAMAGE DOES NOT OCCUR TO EXISTING PAVEMENT WHICH IS TO REMAIN IN PLACE AND THAT ALL PAVEMENT REMOVALS ARE ACCOMPLISHED BY MAKING A NEAT VERTCAL SAW CUT AT rrlE BOUNDARIES OF THE AREA TO BE REMOVED. 15. REMOVE TREES, GROWTH AND UNDERBRUSH AS REQUIRED FOR NEW CONSffiUCTION AND AS INOICATED. REMOVAL OPERATIONS SHALL BE PERFORMED IN A MANNER TO PROTECT PROPERTY. 16. MAKE CUTS AT CLOSEST PAVING JOINT. 17. THE CONmACTOR WILL BE RESPONSIBLE FOR FURNISHING, SETTING AND MARKING AILL LINE AND LOCATION STAKES, INCLUDING OFFSETS AND GENERAL CONSTRUCTION STAKING. WHEN WORK REQUIRING BE ON SITE. A QUAUFlED LAYOUT ENGINEER, SURVEYOR, OR TECHNICAL SPECIALIST MUST BE ASSIGNED TO THE CONmACTOR'S CREW CONmOL IS BEING PERFORMED, ALL NECESSARY RELATED EQUIPMENT, SUPPLIES AND INSTRUMENTS SHALL FOR THIS WORK. THIS EQUIPMENT AND PERSONNEL MUST BE AVNLABLE, AT NO ADDITIONAL COST TO OWNER FOR THE PURPOSE OF VERIF'/ING LAYOUT AND CERTIFYING THE ACCURACY OF WORK ON THE SITE. 18. PROVIDE FOR THE PROTECTION OF PERSONS PASSING AROUND OR THROUGH THE AREA OF DEMOLITION. 19. TRAFFIC: DO NOT OBSTRUCT WALKS OR PUBLIC WAYS WITHOUf THE WRIITEN PERMISSION OF GOVERNING AUTHORITIES AND OF THE OWNER. WHERE ROUTES ARE PERMITTED TO BE CLOSED, PROVIDE ALTERNATE ROUTES IF REQUIRED. 20. THE CONmACTOR IS RESPONSIBLE FOR PRESERVNG ALL BENCHMARKS AND SIAKES AND THE REPLACEMENT OF ANY THAT ARE DISPLACED OR MISSING 21. THE REFUSE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED Of BY rrlE CONJRACTOR IN A MANNER CONSISTENT Willi ALL GOVERNMENT REGULATIONS. IN NO CASE SHALL REFUSE MATERIAL BE LEFT ON THE PROJECT SIT~ SHOVED ONTO ABUTTING PRWATE PROPERTIES, OR BE BURIED IN EMBANKMENTS OR TRENCHES ON THE PROJECT SITE. DEBRIS SHALL NOT BE DEPOSITED IN ANY STREAM OR BODY OF WATER, WETLAND, OR IN ANY STREET OR ALLEY, OR UPON ANY PRNATE PROPERTY EXCEPT BY WRITTEN CONSENT OF THE PRIVATE PROPERTY OWNER. MAINT~N HAULING ROUTES CLEAN AND FREE OF ANY DEBRIS RESULTING FROM DEMOLITION WORK ON rrllS PROJECT. GENERAL PAVING NOTES 1. A COPY Of THE APPROVED PLANS SHALL BE ON SITE WHEN~/ER CONSTRUCTION IS IN PROGRESS. THE CONmACTOR IS RESPONSIBLE FOR OBTAINING ANY OTHER REQUIRED OR RELATED PERMIT PRIOR TO BEGINNING CONSTUCTION. 2. ALL LOCATIONS OF EXISTING UTILITIES HAVE BEEN ESTABLISHED BY FlELD SURVEY AND AV~LABLE RECORDS AND SHOULD TflEREFORE, BE CONSIDERED ONLY APPROXIMATE AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBIUIIY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTIUIIY LOCATIONS AND TO DISCOVER AND AVOID ANY OTHER UTLITIES NOT SHOWN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. 3. ALL ASPHALT CONCRETE WORK IN THE PUBLIC RIGHT-Of-WAY SHALL CONFORM TO THE CITY OF RENTON STANDARDS AND SPECIFlCATIONS. 4. ALL ASPHALT CONCRETE WORK ON THE PROJECT SITE SHAILL CONFORM TO THE "2000 WASHINGTON STATE DEPARTMENT OF mANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAi_ CONSTRUCTION". 5. ALL ASPHALT CONCRET£ PAVEMENT SHALL BE PLACED IN ACCORDANCE Willi WSDOT/APWA SECTION 5-04 UNLESS OTHERWISE SPECIFICALLY NOTED. 6. PROOF ROLL ANO REMOVE ANY SOFT SPOTS. REPLACE REMOVED MAIERIAL Willi STRUCTURAL FlLL PER THE GEOTECHNICAL ENGINEER. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEErS COMPACTION REQUIREMENTS PRIOR TO PAVING. 7. STERILIZE ALL AREAS TO BE PAVED Willi A SOIL STERllANT, PRAMITOL 25E OR EQUAL, IS RECOMMENDED BY rrlE MANUFACTURER. 8. AGGREGATE SHALL BE TYPE CLASS B, 1 /2 INCH MAXIMUM MEDIUM GRADING, CONFORMING TO SECTION 9-3.8 OF THE WSDOT-APWA. ASPHALT BINDER SHALL BE PAVING ASPHALT, GRADE AR-4000, AND SHALL COMPLY WITH SECTION 9-02.1 OF WSDOT-APWA. ASPHALT CONCRITT MIXING AND PROPORTIONING SHALL COMPLY WITH SECTION 9-03.8 OF THE WSDOT-APWA. 10. CRUSHED SURFACING SHALL BE PLACE IN ACCORDANCE WITH WSOOT-APWA SECTION 4-04 AND SHALL MEET THE REQUIREMENTS Of WSDOT-APWA 9-03.9(3). 11. CONmACTOR SHALL PREPARE THE EXISTING ASPHALT PAVEMENT SURFACE TO BE OVERLAID IN ACCORDANCE Willi 5-04.3(5)A. 12. SAWCUT EXISTNG ASPHALT FULL DEPTH WHERE NEW PAVEMENT ABUTS EXISTING. 13. APPLY TACK COAT TO ALL EXISTING PAVEMENT SURFACES TO BE OVERIJJD OR ABUTITD WITH NEW ASPHALT PAVEMENT. TACK COAT SHALL NOT BE APPLIED IN TEMPERATURES BELOW 50 DEGREES F. 14. CONmACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING FEATURES TO REMAIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR REPi'JRING OR REPLACING 10 THE OWNER'S SATISFACTION ANY AREA THAT DEFACEMENT OR DAMAGE HAS OCCURRED AT NO COST TO rrlE OWNER. 15. CONmACTOR SHAI.L AVOID UNNECESSARY DISTURBANCE TO STEEP SLOPES AS TO NOT INCREASE rrlE POTENTIAL FOR INSTABILITY AND EROSION. 16. CONTRACTOR SHALL NOT PAVE IN RAIN, WHEN SUBGRADE IS WET OR FROZEN, AND WHEN TEMPERATURES ARE BELOW 40 DEGREES F. 17. CONmACTOR SHALL PROTECT ALL ANISHED SURFACES. ALLOW NO HEAl/1 OBJECTS TO BE MOVED OVER ANISHED SURFACES. CONmACTOR SHALL REPAIR AT NO COST TO THE OWNER ANY RUTS, AREAS SHOWING SrntIMENT, AND ANY OBSffiUCTIONS TO POSITIVE DRAINAGE. CONTRACTOR SHALL NOT ALLOW VEHICULAR TRAFFIC ON ASPHALT PAVEMENT UNTL IT IS COOLED AND HARDENED AND IN NO CASE SOONER THAN 6 HOURS AFTER PLACING. 18. CONmACTOR WORK CORRECTIONS INCLUDE AGGREGATE SEPARATION, SOFT SPOTS, AND EXCESS POROSIIY. CONmACTOR SHALL REPi'JR RACKS, UNSATISFACTORY ELEVATION IRREGULARITIES IMMEDLATELY UPON NOTIFICATION, AND REPLACE ANY PAVING NOT DRANING PROPERLY AT THE CONmACTORS SOLE EXPENSE. 19. LEAVE PREMISES CLEAN AND FREE OF RESIDUE Of WORK FROM PAVING. GENERAL CONCRETE SIDEWALK NOTES: 1. CONCRITT SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH UBC SECTION 1905 AND ACI 301. CONCRITT SHALL AITAIN A 28-DAY SffiENGTH OF f' c = 3,000 PSI AND MIX SHALL CONTi'JN NOT LESS THAN 5 1 /2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LESS. rrlE MINIMUM AMOUNTS Of CEMENTOUS MATERIAL MAY BE CHANGED IF A CONCRETE PERFORMANCE MIX IS SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRET£. THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, FlNE AND COARSE AGGREGATE, WATER AND ADMIXTURES, AS WELL AS THE WATER-CEMENT RATIO, SLUMP, CONCRETE YIELD AND SUBSTANTL'\TING STRENGTH DATA IN ACCORDANCE WITH ACI 318-95, CHAPTER 5. REVEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY Wlrrl CONmACT DOCUMENTS. CONmACTOR OR SUPPLIER MAINTAINS FULL RESPONSIBIUIIY FOR SPECIFlED PERFORMANCE. ALL CONCRETE Willi SURFACES EXPOSED TO STANDING WATER SHALL BE AIR-ENJRJ\JNED Willi AN AIR-CONTENT CONFORMING TO USC TABLE 19-A-1. 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. SPIRAL REINFORCEMENT SHALL BE PLIJN WIRE CONFORMING TO ASTM A615, GRADE 60, fy = 60,000 PSI. 3. CAST-IN-PLACE CONCRITT: SEE LANDSCAPE DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE SffilPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRET£ SURFACES. 4. BONDING AGENT SHALL BE "CONCRESNE STANDARD LIQUID" BY MASITR BUILDERS, INC. OR EQUIVALENT, AND SHALL BE USED WHERE NEW CONCRET£ IS PLACED AGAINST EXISTING CONCRErE. PLACE IN SffilCT STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, INCLUDING PREPARATION OF EXISflNG SURFACES. 5. NON-SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN SffilCT ACCORDANCE WITH THE MANUFACTURER'S INSffiUCTIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3,000 PSI MINIMUM). EARTHWORK QUANTITIES EXCAVATION (CY) - FILL (CY) - NET EXCAV/FlLL (CY) NOT~ THE QUAtlnTIES SHOWN ARE PRELIMINARY ESTIMATES ONLY AND INTENDED FOR MUNICIPAL PERMITTING AND REVEW FEES. THE CONmACTOR SHALL IGNORE THESE QUANTITIES, THEY ARE EXCLUDED FROM THE BID DOCUMENT INFORM~TION. THESE VOLUMES SHALL NOT BE USED BY THE CONTRACTOR AS A BASIS FOR ANY CONmACTUAI. INFORMATION. rrlE CONmACTOR SHALL PREPARE THEIR OWN EARTHWORK QUANTITIES BASED ON THE INFORMATION PROVIDED IN THE CONmACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO DRAWINGS, SPECIFICATIONS, AND THE GEDTECHNICAL REPORT, SANITARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH rrlE STANDARDS AND SPECIFICATION OF THE CIIY OF RENTON UTLITY DEPARTMENT AND rrlE LATEST EDITION OF THE WSDDT/APWA STANDARDS AND SPECIFlCATIONS. 2. ALL CONSIRUCTION SHALL BE IN ACCORDANCE WITH STANDARD SPECIFlCATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION PREPARED BY WASHINGTON STATE CH~PTER AMERICA~ PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CIIY OF RENTON STANDARD SPECIFlCATIONS. 3. ALL LOCATIONS Of EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE rrlE CONTRACTORS RESPONSIBIUIIY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. CONmACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSffiUCTION AND FOR THE SAFETY OF WORKERS AND OrrlERS ON THE CONSTRUCTION SITE. 5. IT SHALL BE THE RESPONSIBIUIIY OF THE CONmACTOR TO OBTAIN STREET USE AND ANY OrrlER REIJ,TED PERMITS PRIOR TO ANY CONSTRUCTION. 6. PLANS APPROVED BY THE CIIY Of RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER AILL OTHER PLANS. 7. A COPY OF rrlESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSffiUCTION IS IN PROGRESS. 8. THE CONmACTOR SHALL PROVIDE rrlE CIIY OF RENTON Willi AN AS-BUILT DRAWING Of THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAi. SURVEYOR. 9. BACKFlLL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS Willi A LOOSE AVERAGE DEPrrl OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSIIY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMITTR ON EACH SIDE Of THE PIPE OR TO THE SIDE OF rrlE TRENCH. MATERIALS TO COMPLETE rrlE FlLL OVER PIPE SHALL BE rrlE SAME AS DESCRIBED. 10. OPEN CUT ROAD CROSSINGS FOR UTLITY ffiENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFlLI£D WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATUNE CUT WITH SAW IN A CONTINUOUS l.lNE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFITR BACKFlLL AND COMPACTION. A PERW.'IENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 11. DATUM SHALL BE CITY OF REWON, 1988 NAVD. 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR rrlE PREVENTION OF ON-SllE EROSION AFTER TflE COMPLETION OF CONSffiUCTION. 13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 Of THE CURRENT STATE OF WASHINGTON STANDARD SPECIRCATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOHOM OR !HE TOP OF !HE FOUNDATION MATERW., AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERW., TO UNIFORM GRADE SO THAT THE ENTRE LENGTH Of THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW rrlE PIPE. 14. SANITARY SEWER PIPE SHALL BE POLYVNYL CHLORIDE (PVC) RUBBER GASKET£D ASTM D 3034, SOR 35, OR DUCTILE IRON CLASS 50. 15. IN UNIMPROVED AREAS, MANHOLE TO EXT£ND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FlNISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN All DIRECTIONS TO MATCH PAVING. ',.,. .......... ,' .. ,,.-•-.. u ~ < ' m u E architect ... McGRANAHAN ARCHITECTS civil engineer_ COUGHLIN PORTER LUNDEEN landscape design __ JEFFREY B. GLANDER & ASSOCIATES structural engineer_ PCSA STRUCTURAL SOLUTIONS mechanical engineer_ BOGARD ENGINEERS. PS electrical engineer_ COFFMAN ENGINEERS. INC project_ RENTON TRANSPORTATION CENTER client RENTON SCHOOL DISTRICT #403 location RENTON. WA Project No. C06-0055-02 GENERAL NOTES I EXPIRE$ 01/23/2008 revision issued SCHEMATIC DESIGN 17 APR 07 DESIGN DEVELOPMENT 17 AUG 07 SITE PLAN REVIEW 26 SEPT 07 drawn Scott Steinmetz checked Tim Brockway. PE she e I 02t,,. · . c/.-; C0.02 , ·.' : :.3 I !i I :; -i I i ' '1 ' I 1 11 ' ' ' I ' ' ' I I . ' 11 • ' !'i 1 IJ I I i __ C 7 ' i' , C ~ C 7 Q" ' cc. :;a; 0 "' [)._ 0 ~i "" ,. ;j ':: ""-C::, ,1-. " ,., > a cS66~1 C8 l{IM :[ ~ 2"PVC E ,C '2"PVC S II:. 12''PVC" i'\ • 2.': U1 Rlfi'. = J~ 03 ·E 12"PVC /_N)=.38.9 !' 12"PVC (E)'--' ?:U £-l --71 , I SSM' RIM---35.7.3 / , :E 12"1\DS (s)-28.8 // l_j IF 1;/'1\DS (S'·fi)~.32.8 , --.t-: 8''CUl,:C([)-=2/.8 / I Ir: 6"C-ONC(w;=:n:-J-/ It I, II 1 ' ' ' , I ' I ', ' , I : NOTES: ---------------------- IIORIZ<J[L'\L cmn:\:),_: J\:1\1) ".983/1£<91 WASfil.'IG~or-J :01:;\T[ r·_A,NE_ ' " COORlW~Af[ '/i-\L0ES For-:; MO:\UMrn l"S # 1121 /IND #18/9 PR0 1/,DEJ Br 1.ff CITY O;:-,~~HIC~J BAS!':> Ci:'" GEN~lf1G: #18/S, S8CJ':::,9'25"E o, ,, ,_--.; ~ '' ·:; 0 N. 5Ti-: S"T t,46.0c:! ---- " ~ I z L,J \CO ce.lW ' V I ,---.i-cv , (=:, 16::c, ~1::r: .__;n::: c~ di~ S8!:rG/0-?' ~ 4J,5~j] !/01'-: 10 ,V'.Oi•I : CR;\PHIC 20 ,J ~--r1 =--= 20 D"::TAI'-- '" ' m 0 \ ' z ' c; -"'-'-il CJ'-'"O ·._t"o._'.!'-'-·,-___,, !J--{l--~i i. 92' t' / S':.C \---' -·-----; I_INE i , ,0.89 I ----- NT:3 TOPOGRAPHIC SURVEY / / ' , ) 20 4() '------j ft M I 06634.10 ,-0 0 er z _,~ '" clJ --.... ·-' ct •• , ..,. f--- / !:" ·'" f' CL '-"' ,~-'11 -+ "16012nd Avenue Suite 1000 SCALF 1" = 2 c' I ~ 1 -----------FOR CAC/CA.CC___i'I_(;_ -i=-~-_--~ ----~--_--_--:=-:_--:__-_--=----------=---I-------'-\ -----; -~~;~~8:i~A,i~~~ f, 206.448.7167 TRANSPORTATION CENTER ,,-;-~~-~';J-:KA_M _, ~F-::-~AI: RENTON SCHOOL DISTRICT SHEET_2_~01 ____ 2 ~ ~ -~ 1 ~ lQ:,~p~;-~\/:il"~A :{A~~;·r·,:1,t(c~-~HJl;;~-I-1·~1 ~-=· -~-~-~~_1_,~-r~s-·=(~~·--~-i-~0---:-P~O=-~f~\t_:'~,--'_lj'_,.~:1-r[J~-~;~s~_-_;~~~~[~)-:f~\~U~~~l~Ti=·c:,i-~~I s~-=-~~~~=~~~~~ll3~/~9~;~~~0:7il~l~~Ct' ~--~;, }-~~--i-JL-----~~~·~:·~ft:::«:~::~:::•:~=::;~~~~~~~~t~::~:: ________ JL _____________________________________ JJ,2)',~:,/Gi'':l,~1·3--r~::j-0~6 ~ 6I5"~-;:-s~k~::,:i_"dr·-3--guL _____________________________________ ... ____________ d 2 PL_,,\-1 criK ·-r1 DA-T ~-lY !PS·P'D AnEngineeringServ:cesCompany ,,, <,;::.=;ES b -------C;-y~f---ICVIS!O~ _, -~ ' Cl Ct'. ·--' , I G: lfJ C .. ' X nc·1-~,·52oa7 ORIGINAL SHEET IS 30" x 42" copyright© 2007 all rights reserved MATCH LINE -SEE SHEET C1.02 -----------· --~---------~---~~- SW 1/ 4 SEC 8, lWN 23N, RG 5E, WILLAMETIE MERIDIAN 0 10 20 Call LW ft t ,1. I __ _ SCALE 1'=20' before you @ Dig. 8-1-1 or 1-800-424-5555 UNDERGROUND SERVICE {USA) OWNER RENTON SCHOOL DISTRICT #403 1220 NORTH FOURTH STREET RENTON, WA 98055 ARCHITECT McGRANAHAN ARCHITECTS 2111 PACIFlC AVENUE, SUITE 100 TACOMA, WA 98402 (253) 383-3084 CONTACT: THOMAS MARSHALL ENGINEER COUGHLIN PORTER LUNDEEN 413 PINE STREET, SUITE 300 SEATilE, WA 98101 (206) 343-0460 CONTACT: TIM BROCKWAY, PE SURVEYOR PACE 1601 2ND AVE, SUITE 1000 SEATilE, WA. 98101 (206) 441-1851 CONTACT: NEil S CABBAGE, PLS LEGEND ASPHALT PAv1NG CONCRETE PAVING BUILDINGS GRAVEL CURBING ROCKERY TREE W/PROTECTION WATER LINE STORM DRANAGE LINE . -----··- CCLD $1) :-\ __ ---w-- -------SD-· --- SANITARY SEWER LINE-··-SS-- POWER TELEPHONE LINE GAS LINE -P- -T---- . ' WATER METER/VALVE/FH ru N y STORM CB/MH SANITARY SEWER MH/CO r _:. c GAS VALVE/METER rn ~ STREET LIGHT ASSEMBLYo -g CONSTRUCTION LIMrlS SAWCUT LINE = ~,~, ~ \ 1 __y f ---!-/-/·! 1----+S>1--- I· -~-S'i+----- 1-----+P+- I-+ l ·/----- I------+ G-1---- ><X?k· x~ ?( X X X X u ~ -< ' ~ u E arch1lecl McGRANAHAN ARCHITECTS civil engineer_ COUGHLIN PORTER LUNDEEN landscape design_ JEFFREY B. GLANDER & ASSOCIAfES structural engineer_ PCSA STRUcnJRAL SOLUTIONS mechanical engineer_ BOGARD ENGINEERS. PS electrical engineer_ COFFMAN ENGINEERS, INC project_ RENTON TRANSPORTATION CENTER client RENTON SCHOOL DISTRICT #403 location RENTON, WA Project No. C06-0055-02 DEMOLITION PLAN [ EXPIRES 0:/2j/2C08 revision issued SCHEMATIC DESIGN DESIGN DEVELOPMENT SITE PLAN REVIEW 17 APR 07 17 AUG 07 26 SEPT 07 drawn Scott Steinmetz lJt'V::·: ,·. checked Tim Brockway. PE she e I Cl .01 Ci;-;·._ ORIGINAL SHEET JS 30" x 42" copyright© 2007 all rights reserved MATCH LINE . ' --~ SEE SHEET C1.01 / '< ' 0 1 / V DR AY AN UTIL,JfvJ! 0 10 20 40 Call ~ :1 ' ' : 3 SCALE 1'=20' :I before you @ Dlg. 8-1-1 or 1-800-424-5555 UNDERGROUND SERVICE (USA) OWNER RENTON SCHOOL DISTRICT #403 1220 NORTH FOURTH SlREEI RENTON, WA 98055 ARCHITECT McGRANAI-IAN ARCHITECTS 2111 PACI RC AVENUE, SUITE 100 TACOMA WA 98402 (253) 383-3084 CONTACT: THOMAS MARSHALL ENGINEER COUGHLIN PORTER LUNDEEN 413 PINE SlREEI, SUITE 300 SEATTLE, WA 98101 (206) 343-0460 CONTACT: TIM BROCKWAY, PE SURVEYOR PACE 1601 2ND AVf., SUITE 1000 SEATTLE, WA. 98101 (206) 441-1851 CONTACT: NEIL S CABBAGE, PLS LEGEND ISPHALT PAVING CONCRITT PAVING BUILDINGS GRAVf.L CURBING ROCKERY lREE W/PROTECTION WATER LINE EXISTNG --W-- STORM DRANAGE LINE --sc- SANITARY SEWER LINE ---1, ---·-----P. ._,"T -- 1---1-W·I·"·" 1-----+SIH--- 1---1-SS+-- 1---+P+-- ;--+I+-- POWER TELEPHONE LINE GAS LINE · G --------I--+ C +-- WATER MITTR/VALVE/FH a a-0-, STORM CB/MH ' r' 0 '' L _J ''-c. ;,>' SANITARY SEWER MH/CO (\ 0 GAS VALVf./MITTR m " STREET LIGHT ASSEMBLY•-;---Q -' CONSTRUCTON LJMITS SAWCVT LINE vvv: /V\1!\- x ~ ~x ~x X: u ~ < ' m u E architect McGRANAHAN ARCHITECTS c1vil engineer COUGHLIN PORTER LUNDEEN landscape design __ JEFFREY B. GLANDER & ASSOCIATES structural engineer PCSA STRUCnlRAL SOLIJTIONS mechanical engineer_ BOGARO ENGINEERS, PS electrical engineer_ COFFMAN ENGINEERS, INC project_ RENTON TRANSPORTATION CENTER client RENTON SCHOOL DISTRICT #403 location RENTON, WA Project No. C0&..0055-02 DEMOLITION PLAN revision issued SCHEMATIC DESIGN DESIGN DEVELOPMENT SITE PLAN REVIEW drawn Scott Steinmetz checked Tim Brockway. PE sheet C1 .02 17 APR 07 17 AUG 07 26 SEPT07 :: .· '-. ,; ·\ I ,I :1 I I I I I ! ORIGINAL SHEET IS 30" x 42" copyright© 200'7 all rights reserved I t> ' i I ' I 1] I, \ r - I I - I I I I r I i I r 'I' ' ' ll I· MATCH ·. EX GRADE I + I I I cl MATCH EX GRADE ' : f1Bt0D --------;_;H----- ~' I I . ' ! ', ( \ • < ' ' CONCRITT SIDEWALK SEE DEfAIL© e.:.!9 CMU SCREENING WALL SEE ARCH'l PLANS CONCRITT SIDEWALi( SEE DEfAll ffi @.9 ---j FF-36.0 ... ---, -------· ·-·------'--"--' ..... c _·.-r -. -I , ·----.-.I'. . ( ·-, -: MATCH LINE -SEE SHEET C3.02 ' • ,, • • • • ' ' ' ·" -; . • ,, . ' . '' .... , '' '/"' ~-- . -~--· ....... :_,,_ . .·. BOLLARDS (lYP) . ' -• S.EE DEfAJL ·'£'. , · ··--'--------~ '" 0 0" '''' ® . • I •.• --• --·.• CONC · WHEEL' Sf OPS SEE pErAIL CD ' · -· · C111 _·· _-......,....-" ' ~CONCRETE PAVEMENT--, '.·• ' , SEE PEfAll ffi 1. . . '--+c -:-' ' ' -· ' '. -'' _ ( : :~ ·.. ' -... : ' ' ' ' ' · r· . V00: CQNC. CURB' SEt, DETAILffi · . : -CJ.10 •' -~- CONCRITT SIDEWALK SEE DETAIL ffi '" ....... ~----- ' ·, -• --•:"-~--~-'"°. =~~·c.· .-::~.7::.ce·e:.··c1c·-~~ --------()--------------- ' I 1 . z -- ): ---------M 20'-___ z;40 L .J Call before you SCALE 1'=20' Dig. 8-1-1 or 1-800-424-5555 @ UNDERGROUND SERvlCE (USA) OWNER RENTON SCHOOL DISTRICT #403 1220 NORTH FOURTH STRffi RENTON, WA 98055 ARCHITECT McGRANAHAN ARCHITECTS 2111 PACI AC AVENUE, SUITE I 00 TACOMA, WA 98402 (253) 383-3D84 CONTACT: THOMAS MARSHALL ENGINEER COUGHLIN PORJER LUNDEEN 413 PINE STREET, SUITE 300 SEATilE, WA 98101 (206) 343-0460 CONTACT: JIM BROCKWAY, PE SURVEYOR PACE 1601 2ND AVE, SUITE 1000 SEATilE, WA. 98101 (206) 441-1851 CONTACT: NEIL S CABBAGE, PLS LEGEND ~SPHALl PAVING CONCRITT PAVING BUILDINGS GRAVEL CURBING ROCKERY ,-;(fa. (" .. , TREE W/PROTECTION :~ \ .. ·_; WATER LINE STORM DRA!NAGE LINE SANITARY SEWER LINE POWER TELEPHONE LINE GPS LINE -----·P- WATER MITTR/VALVE/FH~ w-(,l- STORM CB/MH 1·· I 1( .\ L.. _J '"'-~ • ..J SANITARY SEWER MH/CO r_:, c GAS VALVE/MITTR rD ~ STREET LIGHT ASSEMBLY<~ CONSTRUCTION LIMITS -- 0 ~ < ' ~ u E architect McGRANAHAN ARCHITECTS civil engineer_ COUGHLIN PORTER LUNDEEN landscape design_ JEFFREY B. GLANDER & ASSOCIATES structural engineer_ PCSA STRUCTURAL SOLUTIONS mechanical engineer_ BOGARD ENGINEERS, PS electrical engineer_. COFFMAN ENGINEERS, INC project_ RENTON TRANSPORTATION CENTER RENTON SCHOOL DISTRICT #403 location RENTON, WA Projeci No. C06-0055-02 PAVING PLAN I EXPiRfS Ot/23/2[)~8 revision issued SCHEMATIC DESIGN DESIGN DEVELOPMENT SITE PLAN REVIEW drawn Scott Steinmet7. checked Tim Brockway, PE she e I C3.01 17APR07 17 AUG 07 26 SEPT 07 :j ' i ' ... , l1' ' ' ORIGINAL SHEET !S 30" x 42" copyright© 2007 all rfghls reserved ,:f§ IQ ! -,. '· c:;;;.,. !~ 1~· l•«tl 0..:. ! i I ' f'. [, I ii·. ii I 'I ' :1 ii 1,-- 1' ,, ' i' ' ' I 't I ,-. - rs ' I ! !I ! ' I . J . . • I . . I '8'.i i !· r I I I ' I 'i- l i I ---'?:. -;'; I _., : i (C N ·1 11 MATCH EX r.E 11 LF CURB AND GUTTER :I REPlACEME . ,1 SEE DETA1Lffi •g,.g M I CONCRETE sibEWALK-- SEE DETAI ·. 4 ,, I! ii :I T \1. ' ! ,-, 10 g. I' ii t{) rp-, '---' _J [_F] D ,J :.:.: .. --: --.. : . 5~· ., ''"' -,-:··---:,,.=··-~,""-.·";,:'· .. -,;,,·-. -.-~--==·=· ... -.-.,,----. :-~. ==~=~i', ' -·::. --:. ·_ -I ·!· ' ' .. --! ---I ' :: -I '. .. I ' i ' ]( -: ,· ., ' ' PAVEMENT RESTORATION PEf<CllTOETAIL - :'j ii I. I CHAIN LINK FENCE 4-- SEE ARCH'L PWIS Ji I ~~"'i,St~~. ~~r ,,,,,,, 'i' '\ '. ' .JJ MATCH LINE -SEE SHEET C3.01 0 'pl L .. :_J North 5th Street S89'00'57"t 446.08' , ' , .. , --~--·,: .. --- I ' ' i. ( '\ ': -1': I I I ,I- I, i: ' 1: I ' ' ' I ' ' ' ' ': -h 0 10 Call before you f5 20~----',4.0 I r:r ~ r SCALE 1"=20' Dig. 8-1-1 or 1-800-424-5555 @ UNDERGROUND SERVJCE (USA) OWNER RENTON SCHOOL DISTRICT #403 1220 NORTH FOURTH STREET RENTON, WA 98055 ARCHITECT McGRANAHAN ARCHITECTS 2111 PACI RC AVENUE, sum: 100 TACOMA, WA 98402 (253) 383-3084 CONTACT: THOMAS MARSHALI. ENGINEER COUGHLIN PORTER LUNDEEN 413 PINE STREET, SUITE 300 SEATTLE, WA 98101 (206) 343-0460 CONTACT: TIM BROCKWAY, PE SURVEYOR PACE 1601 2NDAVE, SUITE 1000 SEATTLE, WA. 98101 (206) 441-1851 CONTACT: NEILS CABBAGE, PLS LEGEND EXISTING REMOVE Ir' -· I ASPHALT PA\1NG CONCRETE PAVING BUILDINGS r--J Gj l'.'·><<' L .:c -'-' J GRAVEL CURBING ROCKERY TREE W/PROTECTION ~ C·; WATER LINE STORM DRAINAGE LINE SANITARY SEWER LINE POWER ·-P~ TELEPHONE LINE GAS LINE WATER METER/VALVE/FHIB .,-{;>- STORM CB/MH C ' .f"' I __ •• ' '{_._ ~y SANITARY SEWER MH/CO ( :, o GAS VALVE/METER rD " STREET LIGHT ASSEMBLY? 'J=J'. CONSTRUCTION UMIIS u ~ < ' m u E architect McGRANAHAN ARCHITECTS civil engineer_ COUGHLIN PORTER LUNDEEN landscape design_ JEFFREY B. GLANDER & ASSOCIATES structural engineer_ PCSA STRUCTURAL SOLUTIONS mechanical engineer __ BOGARD ENGINEERS. PS electrical engineer __ COFFMAN ENGINEERS. INC projeci_ RENTON TRANSPORTATION CENTER clien1 RENTON SCHOOL DISTRICT #403 location RENTON. WA Project No. C06-0055-02 PAVING PLAN [7xP,R~S 01/23/2008 revision issued SCHEMATIC DESIGN DESIGN DEVELOPMENT SITE PLAN REVIEIN drawn Scott Steinmetz checked Tim Brockway, PE sheet C3.02 17APR07 17AUG07 26 SEPT07 ,, _, .fa ,,· - .,. l\ , ~. l I ,_f I ' ' I ' i-i fl 11 ~ ·1 I I ,, ! " f i ,1· ' I I ' .i I I i I 1 11 ft ------~-~~--~~~---'--L----~--~' ------ ORIGINAL SHEET IS 30" x 42" copyright© 2007 all rights reserved NTS Light Asphalt Section VARIES SEE PIAN NOTE: INSTALL CONTROL JOINTS 10 MATCH SIDEWALK SPACING OR AT 1 O' O.C, I.IAXIMUM NTS Monolithic Vert Cone And Sidewalk 1 5 FlNISHED GRADE NTS Heavy Asphalt Section 2 1"R. ri NOTE: 2 -#4 CONT. CAST-IN··PLACE CONCRETE· 4" MIN CRUSHED SURFACING TOP COURSE 1. CONTRACTOR 10 BRACE FORMS AT MID POINT TO PRE.VENT "BOWING" OF CURB. BOWED CURBS TO BE REPLACED AT CONTRACTORS EXPENSE. 2. PROVIDE 3/6" CONTRACTION JOINTS 10 MATCH SIDEWALK, OR Ar 8' -0' ON CENTER IF NOT AGAINST SIDEWALK. 6 NTS Vertical Concrete Curb , c,' r ~OPE VARIES ;.. I 8' 3/8' x 1-1/2' PREMOLDED CONTINUOUS MASTIC JOINT STRIP @ 16' -0" O.C. EACH WAY (SAWCUT AT CONTRACTORS OPTION) #6'S AT 12' D.C, EACH WAY, (TYP) • 1 : ' /CONCRETE SLAB • • • ' • f ~i"i ' \~~~~~~~V?:: ~~~ "~~!{;'cfiY,:V)>);,>;>;vy;;:,~'«<~~: )>'. '"/c.r, CRUSHED SURFACING BASE-COURSE COMPACT TO 95% MAX DENSITY NOTES: '------SCARIFY AND RECOMPACT TOP 6" OF EXISTING SOIL TO 95% I.IAX DENSITY (SOILS ENGINEER 10 APPROVE EX SUB- GRADE PRIOR TO PLACEMENT OF CONC) 1. PROVIDE CONSTRUCTION OR CONTRACTION JOINTS PER ARCH'L PIJNS 2. 3/8" 'V' GROOVES REQUIRED AT 8'-0' O.C. EACH WAY MIN, NTS Concrete Pavement 1'R ' . ~- . .-.. _-. .. ·, \ '_. 6" 5-1/2' 1/z"R SLOPE VARIES ,.,.,-;-TOP OF CURB / . I AT APPROACH 'b I CAST-IN-PLACE CONCRETE 4' MIN CRUSHED SURFACING TOP COURSE NTS Concrete Curb and Gutter 3 7 3/8" x 1-1/2" PREMOLDED CONTINUOUS MASTIC JOINT STRIP @ 8' -0' O.C. EACH WAY (SAWCUT AT CONTRACTORS OPTION) 4" MIN CONCRETE SIDEWALK 4x4 Wl.4xWl.4 WIVF @ CENTER - BROOM FlNISH --\ --l-,-----\--c---.;.....----------~ ' ... .,·. ' ' . . . .. NOTE: 1. MINIMUM CONCRETE 3000 P.S.I. (5 1/2 SACK). 2, SEE ARCH'L PLANS FOR SCORING PATTERN ON ENTRANCE WALKS AND ON PATIO SLAB. 3. WHERE REPLACING EXISTING WALK, START NEW WALK AT EXISTING JOINT. MATCH EXISTING SCORING PATTERN & CONCRETE FlNISH. 4. 3/8" V GROOVES REQUIRED AT 4'-0' O.C. EACH WAY. VERTICAL CONCRETE CURB OR EXTRUDED CURB Tl~ {:t- ! I .L L_ NTS Concrete Sidewalk ',' TAPER 1 • ASP HAL 1 PAVEMENT FINISH GRADE -·-·-------···--------. ---------------------.. ···--------------- NTS Curb Taper 4 8 u ~ < ' m u E architect McGRANAHAN ARCHITECTS civil engineer_ COUGHLIN PORTER LUNDEEN landscape design __ JEFFREY 8. GLANDER & ASSOCIATES structural engineer_ PCSA STRUCTURAL SOLUTIONS mechanical engineer __ BOGARD ENGINEERS. PS electrical engineer_ COFFMAN ENGINEERS, INC projeci_ RENTON TRANSPORTATION CENTER client RENTON SCHOOL DISTRICT #403 location RENTON, WA Project No. C06-0055-02 PAVING DETAILS revision issued SCHEMATIC DESIGN DESIGN DEVELOPMENT SITE PLAN REVIEW drawn Sr.:oll Steinmetz sheet C3.10 17 APR07 17 AUG07 26 SEPT07 I I :·! ' I I ! ORIGINAL SHEET IS 30" x 42" copyright© 2007 all rights reserved 3/ 4' Di,\ HOLE (TfP) - BEGIN RAMP AT THE PT OF DRIVEWAY ENTRANCE < -< -' t '1cr* 3/16'§ JDk EUEVATION r CONCRE!E WHEEL STOP W/ (1) NO. 4 BAR (EACH END) ~~~.,., APPLY EPOXY RESIN TO CONTACT SURFACES SECTION A-A NTS Wheel Slop DE!ECTABUE WARNING PATTERN ·----·-·---- MIN. MAX. A 1 518 2 318 B 5 B 1 1 /2 C 7 16" 3/4 D 7 s· 1 7/16" 6" CONCRE!E VERTICAL CURB SEE DETAIL CD "' ~ . "-. • • V. . '-., ' . NTS ADA Ramp 1 5 3" (MIN) 2 1 /2" 1" DEEP THRU JOINT--, @ 10'-0' 0/C EDGE ASPHALT PAVEMENT 10" 5' 2 1/2' • = " X ' . ,,/(Y<v,«'<<'< ,'< ~,.v,,,c<"' ::C«, ,«, ,«' ·/"' '<;,~,/;v"' °"/:,'-/>-v>;vA ,/'A 'v>, v'A. 'v,0/A /A /A'v>,'v'>-i'/A YA'v/""' t .. fr* 3/16'§ JDk EUEVATION • :~~~'- :_:----_-.-__ <_~---· _:.· ... MIN. MAX. A 1 5/8 2 3/8 8 5 8 1 112· C 7 16" 3/4" D 7 8" 1 7/16" EPOXY BONDING AGENT/ADHESIVE TfPE W PER WSDOT STD SPECIFlCATIONS FOR ROAD BRIDGE AND MUNICIPAL CONSTRUCTION SECTION 9-26.l(A) NTS Extruded curb DETECTABLE WARNING PATTERN NTS r 6" CONCRErE VERTICAL CURB SEE DETAIL CD e:!9 1/4' JI MAT'l JI PERP. OR RADIAL TO CURB (TfP.) 1fil!1 INSTALL WHEEL CHAIR RAMP AS LOCATED ON APPROVED PLANS OR AS DIRECTED BY THE ENGINEER. Sidewalk Ra.mp 6 2 ASPHALT WEDGE '= ' ' g • " "' • N HEAVY ASPHALT PAVEMENT SEE DETAIL CD ~ CONCRETE SIDEWALK - SEE DET,'JL ffi t3j9 t '1cr' 3/16"§ JDk EUEVATION " ' ... ~ ' CONCRETE PAVEMENT _J SEE DETPJL ffi e:!9 NTS Concrete lo Asphalt Transition 3 DE!ECTABUE WARNING PATTERN (EACH SIDE) CONCRE!E TO ASPHALT TRANSITION SEE DETAIL ffi ® CURB TAPERS SEE DETAIL ffi ~ LIGHT SEE DETAIL~ ~ CONCRE!E TO ASPHALT TRANSITION A 1 5 8 B 5 8 C 7 16 D 7 8 SEE DET,'JL ffi 3 4 1 7 16 ~ VERTICAL CONCRE!E CURB SEE DETAIL CD ~ NTS Concrete Driveway 7 6§'~*' ·. ~ .·· ··. ' .. _· '?' _-... • ' ' ": ' . ' ' ' . ' -.. ' ': '. i' .. ' ' . ., ' :., " SEE DETAIL A FOR MONOLITHIC CURB SECTION A-A ' ., . 3" ,, ·. ' 0;6JU ' I i\o)'i--r' _g·?51) ' J d0u9.tfi}'T <, . -' ., . ... ,- CONCRE!E SIDEWALK SEE DETAIL ffi 3'-o" e:!9 ~ ~DUNE DETAIL A DRIVEWAY WITH MONOLITHIC CURB AND APPROACH NTS Concrete Driveway 4'¢ SCH. 40 GALV. STEEL PIPE Flll W/ CONCRETE FlNISH GRADE PAVEMENT AS SHOWN ON DRAWINGS ROUND CONCRETE FOOTING 8" THICK EXfENOING 12' FROM BOLLARD NTS Bollard 4 8 u ~ ~ ' ~ u E architact McGRANAHAN ARCHITECTS civil engineer_ COUGHLIN PORTER LUNDEEN landscape design __ JEFFREY B. Gt.ANDER & ASSOCIATES structural engineer .. PCSA STRUCTURAL SOI_UTIONS mechanical engineer_ BOGARD ENGINEERS, PS electrical engineer_ COFFMAN ENGINEERS. INC project_ RENTON TRANSPORTATION CENTER client RENTON SCHOOL DISTRICT #403 location RENTON. WA Project No. C06·0tl55·02 PAVING DETAILS revision issued SCHEMATIC DESIGN DESIGN DEVELOPMENT SITE PLAN REVIEW Scott Steinmetz sheet C3.11 17APR07 17AUG07 26 SEPT07 ,, L· .:· 1· "·