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Permit D2000-055 - GROUP HEALTH COOPERTIVE - PARKING GARAGE (PLANS ONLY)
PROJECT STATISTICS COGES: ZONING: R UIR ._aFT.BACKO: FRONT SIDES REAR BUILDING HEIGHT: OCCUPANCY GROUPS: CONSTRUCTION ttPE: ALLOWABLE TIER AREA SEISMIC ZONE: SITE AREA: 1997 UBC, MC, UPC, UFC. AND CITY OF TUKWILA ZONING COOS TO /L 2l -0" NONE NONE 36' -6 "t S -4 OPEN PARKING GARAGE II -1HR (W/ SPRINKLERED IN LIEU OF 1 -HR.) 62.500 S.F. (OPENINGS THREE SIDES) 286,149 S.F. (6.56 ACRES) PARKING STRUCTURE AREAS: FIRST LEVEL FLOOR AREA 67,2975 S.F. SECOND LEVEL FLOOR AREA 67,297.5 S.F. TFIIRD LEVEL FLOOR AREA 67,297.5 S.F. _ -TOFAL�---",20> PARKING REQUIRED: WAREHOUSE 27,742 S.F. OPTIAL SERVICES 8.332 S.F. PHARMACY 25,391 S.F. DATA MANAGEMENT 57,369 S.F. MAE:AT TY. MAERWL MANAGE. 60.44 S.F. `GETf"0°Fi r 100,927 AMENITIES 22,890 S.F. TOTAL PARKING PROVIDED: LEVEL ONE LEVEL TWO LEVEL THREE ON GRADE 270.937 S.F. 1/2,000 S.F. 1/1,000 S.F. 1/1,000 S.F. 3/1,000 S.F. 14 STALLS 9 STALLS 26 STALLS 172 STALLS /1.000 S.F. 181 STALLS STANDARD COMPACT 170 STALLS 19 STALLS 172 STALLS 41 STALLS 183 STALLS 23 STALLS 103 STALLS 106 STALLS STALLS 797 STALLS NE 46' -0 1/2" XISTING FENCE TO BE RELOCATED CONC EIAIN'G WALL188' 3° OCKERY PROPOSED . THREE- _ FFEL- PARKING STRUCTURE IPPOIPIPP4 L!II1IIIL pIIiLt1' a!r111p!1igs1 G ! p-� v ' — ` x© 12 EX G812 i '4 55' -'" C.B. E %ISTING PARKING STALL' TALLS NEW EXTRUDED CONC. CURB AL , Alt a 26 'HANG . CONNECT NEW FENCE TO EXISTING FENCE PROPERTY LINE lir, NEW ASPHALT PAVING & STRIPING EMOVE EXISTING FENCE 8. HIGH CHAIN LINK FENCE DETENTION POND NEW EXIST'G CURBING CURBING ALL SITORS STALLS HANDICAPPED 0 STALLS 0 STALLS 0 STALLS 26 STALLS TOTAL 189 STALLS 213 STALLS 206 STALLS 235 STALLS TOTAL PROVIDED 628 STALLS 189 STALLS (22.6 %) 26 STALLS 843 STALLS BICYCLE SPACES: SPACES REQUIRED: SPACES PROVIDED: 16 SPACES 18 SPACES ky iniiummunnEniiinglpw,1 if NEVBICYCLE PARKG CROSS IWALK-/- SIGN SEE / vx-i 16 A7.2 H.C. PARK'C SIGNS Z '43 'EE SETT. Alt 'ESTRIPED PAVINC ESTRIPEO PAVING 5' -10 16' -0* 0 0 U U H go W 0 1--I N 25E(IST'G STALLS EXIST'G PARKING & DRIVE SITE PLAN -6" VICINITY MAP NO SCALE O2O�D- 05S REVISION I\ 0, UC ■ 7 7 _ECG �aoa 055 CORRECTION FOR CONSTRUCTION LTR #__.I -- LAST PLOTTED10 /26/00 cc sheet A1.1 ASPHALT PAVING Z (I- 1 Il / y' �� f III III IIi II 1 i 1 !! III I II IiI !! 1 III M ITI 3 4 "0 P.V.C. DRAIN at o.c. O WALK © CURB DETAIL O CURB DETAIL CONT. EXTRUDED CEMENT CONC. CURB f EXP. JTS. of 20' -0 o.c. & SCORE JTS. at 5' -0" a.c. PLAN DIM. H PLAN DI 2 ® CURB DETAIL 1/2 " =1 -0,. ALL SIGNS MUST MEET "ENGINEERING OR HIGHER GRADE SPECIFICATIONS FOR REFLECTMTY J ' NOTE: SEE CML DRAWINGS FOR) DIMENSIONS OF CURB EPDXY BONDING AGENT NOTE: SEE CIVIL DRAWINGS FOR DIMENSIONS OF CURB - I I I=I I 1 - 1 I I= EGENPDXT Y BONDING WHITE LETTERING & SYMBOL ON A BLUE BACKGROUND PER STATE H.C. CODE METAL SIGN BOLT TO POST 'VAN STALL SIGNS O VAN STALu ' ONLY 2'0 GALV. PIPE - PAINTED EMBED IN CONC. i' -6' FINISH GRADE OR SIDEWALK 8'0 CONC. FOOTING HANDICAP PARKING SIGN FINSHED GRADE PRE MANUF. FIRE LANE' SIGN 2 "0 STEEL POST NISH GRADE TITTEH (- III —III _I - -I r I 111 L= r I — I III 111 11 1 -� 7 III • SLOPE I : 72 EXP. JOINTS FILLED FiLL'cD LEVEL WDH FIRM, ELASTIC JOINT FILLER g3 T O GUARD POST TOOLED EDG FINISHED GRADE SLAB SIM. DETAIL TOOLED EDGE TOOLED EDGE PLAN DIM. O WALK DETAIL 7 ® EXPANSION JOINT ® CONTROL JOINT PLAN DIM. 4" CON. WALK (FINISH C PER PLAN) i III —III - I - '11=1 IA 1 i 41 1 I— +±1— ''I —III 1.. 111111111111 =111 =111- COMPACTED SOILS PER SOILS REPORT EXPANSION JOINT MAT. 4' co.. was - UGHT, BROOM FINISH JI 1 1 1111 11 �II 9. COMPACTION PER SOILS ENCR CONTROL JOINT 4' CONC. WALK LIGM BROOM FlNISH 1 111 1 1111111 11 1�1 -111=111 900 COMPACTION PER SOILS EN.. PRE —CAST CONCRETE CURB 3/4 " =1' -0" DETECTABLE WARNING EXTENDING THE FULL WIDTH AND DEPTH OF THE CURB RAMP SHALL CONSIST OF RAISED TRUNCATED DOMES HAVING A DIAMETER OF 0.9 INCHES NOMINAL, A HEIGHT OF 0.2 INCHES NOMINAL AND A CENTER -TO- CENTER SPACING OF 2.35 INCHES NOMINAL, AND SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES. SLOPE 1 12 —1 �2" MAX.BVELED al 1:2, YMERE RAMP E MEETS PAVEMENT TEXTURED 'FIRE LANE' SIGN DETAIL ® 11 CONCRETE HANDICAP RAMP 6'0 STEEL PIPE N T CONC. - PAINT � ETY YELLOW ASPHALT PAWNC (GONG SLAB at GIM. DETAIL) 18'0 CONC. FIG. NOTE PROVIDE ONE SYMBOL PER HANDICAP STALL - SEE SITE PLAN 12 HANDICAP SIGN NO SCALE 13 CHAIN LINK FENCE NO SCALE PROVIDE EXPANSION JOINTS f9 15 - 0" O.C. Ow.) 250 W. H.P.S. SO. FIXTURE © PARKING LOT LIGHT STANDARD BOX 0 SO. SR. POLE C DARK BRONZE II -1 II 11 18 EXTERIOR STAIR DETAIL 24" 0 CONCRETE BASE (PAINTED) FINISH GRADE OR PAVING (SEE PANELS) M1 IIe11ell a181f�� = 11FIII11 9 BIKE CAPACITY .TV. BIKE RACK BY CREATIVE PIPE . INC. OR APPROVED al - RIRiI IR MAX. 6 SOFT. SIGN DIRECTIONAL ARROW WHITE LETTERING & SYMBOL ON A BLUE BACKGROUND METAL SIGN BOLT TO POST 2"0 GALV. PIPE - P AINTED EMBED IN CONC. I' -6" FINISH GRADE OR SIDEWALK B'0 CONC. FOOTING BICYCLE PARKING SIGN RECENED cmoFTUKWILA .IIll 1 PERMITCENTER LAST PLOTTED 07/12/00 0 z v oX to sheet A1.2 O K 0 `J 111 11111111 ti _ 101 ELEV.EQU P. 3 I 100) 6 -8 "_ 9 1/2" 2100# HYDRALUC ELEVATOR ONC. SHEAR WALL UP -II" CONC. WALL CREATIVE PIPE RAIL TB -9 BIKE RACK OR EQUAL (TYP. 2 LOC.) Z Q J 0 J L,J W J CC n t t E---PRECAST CONC. PANELS 10' 8" CMU WALLS 25 O 30 22 AN FIRST LEVEL PLAN /PAINTED STRIPING SPRINK. RISER z FIRE PROTECTION CONTRACTOR TO COORDINATE LOCTION OF RISER W/ ARCH. 77 & CIVIL ENG. „ H.B. - a PROVIDE POWER FOR HEATER AND COMPRESSOR FOR DRY SYSTEM El aD SPRINKLER EQUIP. ROOM PLAN t 198 O 30 Ilk 20 20 1 1 ENLARGED STAIR #1 PLAN 30 -0" PROVID iO -2R:C FIRE EXTINGUSHERS 0 i 3000 SF. & NDT TO E XCEED 75' OF TRAVEL MAX M OUNTING HEIGHT 54" A.F.F. ( VERIFY LOCATIO W/ FlR MARSHAL) 2'1 -10" 24' -0" 2 HR. FIRE WALL A /2 HR. BI- PARTING / y ! 9' -6 " FIRE DOORS �( 540'_0" 30' -0" 34' -0 r' ,' illll _ �� WA ENTER PROVIDE CONDUIT FOR FUTURE TRAFFIC CONTROL GATE PROVIDE CONDUIT FOR FUTURE CARD READER `189 STALLS TOTAL) W -i 1/2" EXTRUDE CONC. CURB \ CONC. SIDEWALK 13 14 15 16 4" CONC. SLAB PIC/INTED STRIPING ON GLADE 177'- ' PRECAST CONC. ¶)1DWOS5 0 \ 24 1/2" 14' -4 1/2" `4" PAINTED STRIPING ( 122 ) -CHAIN LINK FENCE 24' 5 " PROVIDE ELEC. STRIKE & FINISH EXIT HARDWARE CONNECTED TO CARD READER [LANDSCAPING CONC. WHEELSTOP STAIR #2 r EcAsT 1 °N 30 30 6 f I BICYCLE STORAGE PLAN CONC SHEAR WALL �✓ PERMIT GENTEF STAIR #3 I 123 ) 19 10 26 n ENLARGED ELEVATOR CORE PLAN aO ENLARGED STAIR #3 PLAN NOT FOR CONSTRUCTION LAST PLOTTED 06/12/00 F _ W sheet L. " WIDE SEISMIC JOINT TRENCH DRAIN (206 STALLS TOTAL) QUI 0 0 0 0 ILLUMINATED EX% SIGNS —4FYP. t a . -0 " CONC. TOPPING ON PRECAST C`ONC. DBL. TEES C 0 30' -0 208' -0" 23Q' -0" to m SECOND LEVEL PLAN 0 PROVIDE t0A -28:C FIRE INGUSHERS ® 1 / 3000 5.�. l H NOT TO EXCEED 7 0 TRAVEL MAX. OUNTING J HEIGHT 54" A.F.F. (VERIFY LOCATION W/ FIRE MARSHALIt 0 c R. ry1RE N.IALL 1 1V2 HR. BI— PARTING FIRE DOORS 540 30' -0" 10 8' C C 14' -8 1/2" ak 261 -0" PAINTED STRIPING 35 I0" - D 2 DOOO55 IN ENLARGED STAIR #1 PLAN M ENLARGED ELEVATOR CORE PLAN 30' -0" _ 30' -0" RAMP DN. 6.5% C C •w IMEMENEMEMElill 11111111 -�I 0 NON —SUP NOSING 7YP. 1 D STAIR #2 222 1 1 1/2 "0 HANDRAIL 111 V UP 30' -0" I 30' -0" 25' -0" j 20 - -0" 19 I 49 F "7 fi 54 2 -0" 22 -6 1/2" 9' -0 4- 4 20 6 1/2" — Ak ENLARGED STAIR #3 PLAN RE cmoFTURWIu JUL I l EflMIT CENTEF NOT FOR CONSTRUCTION LAST PLOTTED 02/17/00 Zz sheet A2.2 • SLOPE 3.F. '.�� /2., / C.B. / C -. 1/2" J 1 - ,- �w TERt�RuOF- TR3FFIC C / 21' -5 LIGHT STANDARD VY. DJTY TRAF �. SHADED A FP IC COATING CUT CONT.OL JO NTS ID -SPAN NJRTH SOUTH GROIOAED CCNTROL 0' 0.2. TYP. EAST/ 0 0 0 11 -4' 7' 4' STEEL TUBE (42" A.F.F.) GUARD RAIL ON TOP OF 24° HIGH CONC. WALL 25 -0 30' -0" �� THIRD LEVEL PLAN 0 0 1/2 "0 HANDRAIL DN. NON -SLIP NOSING TYP. STAIR #1 321 30' -0" 30 -0 30' -0" 34' 11" 34.-6" i 8.0. ROOFING] W/ C SHEET PR PRIMED METAL COPING 34' -8" hi ELEVATION LEGEND 22' -1 1/2" TOP OF CONC. TOPPING /71' -9 " TOP OF PRE -CAST DBL. TEE SCUPPER & DOWNSPOUT 34 -4 7 24 GA. PREFINISHED STANDING SEAM METAL CANOPY 3 4' -8 CJ QO ENLARGED STAIR #1 PLAN in ELEVATOR ROOF PLAN 1 �I 15 A5.1 A5 NZIP 3" SEISMIC JOINT CM'J SHAFT WALL 8 2100# HYDRAULIC DOWNSPOUT & SPLASH BLOCK [CANOPY ABOVE � 4" PAINTED STRIPING ON WATERPROOF TRAFFIC TOPPING STAIR #2 14' -8 1/2 1 322 1 STEEL TUBE (42" A.F.F.) GUARD RAIL ON TOP OF 24 HIGH CONC. WALL 0" DN. NON -SLIP NOSING TYP J 1 1/2 ° 0 HANDRAIL pm E mg' liommagm SIM. 24' . '; 2" 30' -0" /000053 NON -SLIP NOSING TYP. 1 1/2 "0 HANDRAIL DN. i i 0 STAIR #3 323 11 I STEEL TUBE 142" A.F.F.) GUARD RAIL QN TOP OF 24" HIGH CONC. WALL 20 n ENLARGED ELEVATOR CORE PLAN M ENLARGED STAIR #3 PLAN RECENEO CITY OF TUKVJILA PERMITCENTEF NOT FOR CONSTRUCTION LAST PLOTTED 03/03/00 Z Z F � l FINISHED GRADE CHAIN LINK SECURITY FENCE / I '! z,, ;�. Y, r ` - • 1 l -;OPEN _ H WMk UU 0 0 0 RETAINING WALL , —IN LOGO SOUTH ELEVATION 20 19 NORTH ELEVATION RAMP BEYOND DRIVE EQ. 10 PREPRIMED METAL COPING PARTIAL ELEVATION HONE FINISF ELEVATOR S (PAINTED) 24 GA. PREFINISHED STANDING SEAM ROOFING YCMU FT EAST ELEVATION 11 II II REVEAL EO. OPEN 4" [GUARD RAIL EO. EO- 'S PRECAST CONC. PANEL PAINTED 13 — REVEAL CHAIN LINK SECURITY FENCING 1)1DM - 0 55 0 Q C WEST ELEVATION 0 LOGO CAST INTO PANEL roup Health Cooperative of Poget Sound 0 PARTIAL ELEVATION n< \ 7 x\ i , , 0 LEVEL TWO LEVEL ONE O RECENED CRV OF TUKWILA PERMIT CENTER NOT FOR CONSTRUCTION LAST PLOTTED 02/17/00 Z Z sheet ct 0 0 a o N UI Q • 3 U • t^ - w � • a a = A3.1 BUILDING ELEVATIONS 1 1 1 FINISHED GRADE r CONT. DRIP GUARD RAIL PRECAST CONC- PANCREL BEAM t -o // WATERPROOF TRAFFIC COATING ON GONG TOPPING ON PRECACT CONC. DBL1 TEE L CONC- COLUMN BEYOND CHAIN LINK SECURITY FENICE 4" CONC. SLAB ON GRADE WALL SECTION UNDISTRUBED SOILS SLOPE /47 WATERI F COATING ON C NC. TOPPING TRAFC T PRE -CAST CONC. DBL. TEE CONC. COLUMN BEYOND CDNC.TOPPING ON PRE -CAST DBL TEE ° &9 r) 2 000-05s WATERPROOF TRAFFIC COATING ON CONC. TOPPING G CONC.TOPPING ON `PRE -CAST DBL. TEE CONC. SLAB ON GRADE STL. GUARD RAIL SEE SECTION 1 HR.RATED CONC. TILT -UP WALL z 0 RECENED CRY OF TUKWILA I 0 LLI PERMR CENTER J J NOT FOR CONSTRUCTION 1 Q LAST PLOTTED 02/17/00 C ANS' 2 Hai PROVIDE MEANS OF -w0 -WAY CONVERSATION BETWEEN ELEVATOR AND AKE'S, LE POINT OUTSIDE THE HO'STWAt AN, X1',1 PROVIDE AN EMERGEK1 ROWER SUPPLY FOR THE DEVICE REOUIRED By 2 (a). THE SUPPLY SHALL BE CAPABLE OF OPERATING THE AUDIBLE DEVICE FOR AT LEAST ONE HOUR AND THE MEANS OF TWO -WAY CONVERSATION FOR AT LEAST FOUR HOURS. ANSI RULE 100.20 WATERPROOF AS NECESSARY TO PREVENT ENTRY OF GROUND WATER AND PROVIDE A DRY ELEVATOR PIT ELEVATOR CAB & CONTROLS ��----�� SHALL MEET ADA SECTION 4.10 ANSI SECTION 300 PROVIDE PROPER. TOP CAR RUNBY CLEARANCE AND REFUGE SPACE 'VOLCLA( WA ERPROOF PANEL MFMB ANE SYSTEM PREFINIS,D COUNTER FLASHING STL. TUBE FRAME (PAINTED) S.S. DOOR & FRAME ELEVATOR NOTES: 1. ANSI Sections 101 and 102. Pipes, ducts, conduits, and equipment not used for the operation of the elevators are prohibited in machine. -corn and host,,s, 2. UBC 3016.3. Maintain all required working clearances in machine morn 3. ANSI Rule 1" Waterproof as necessary tc prevent entry of ground water. Sump pumps may be installed for flood control but not approved to maintain a dry pit_ 4. UBC 3023, ANSI Rule 106.1d. Provide pit ladder. 5. ANSI rule 101.56. Provide machine room ventilation. 6. UBC 3016.6. provide hoist way ventilation. 7. UBC 3016.4. Comply with seismic requirements. 8. ANSI rule 101.4. Provide 7' -0" clear headroom in machine room. 9. UBC 3016.5, WUBC Chapter 11. Accommodate people with disabilities. 10. ANSI Section 300. Provide proper top car runbys, clearances and refuge space_ 11. ANSI Rules 100.76 & 110.14. Grout all masonry jambs and headers to retain fire rating of hoistway. In other than masonry, provide labeled entrance assemblies installed as tested. i2. UBC 3020. Grout behind all hoist way penetrations for pipes, fixtures, etc - 13. UBC 3016.6. Elevator hoist ways shall not be vented or pressurized through elevator machine rooms. 14. UBC 3022.2. Ventilation and pressurization equipment, ducts, etc. co.. b located in elevator machine rooms, hoistways, or spaces. 14' -0" STAIR #2 SECTION SL GUARD RAIL SEE SECTION 'A' 15. ANSI 100.1c, 204.1h. Glass used in or n elevator hoist ways and cars must be laminated rind meet the requirements of ANSI 297.1. 16. UBC 106.5.2- Provide calculations and drawings to City of Tukwila for approval of the stresses and shall be noted in the applicable rules of ANSI 105. 17. ANSI Section 109. Provide calculations to DCLU for approval of the ability of the pit floor and structure to withstand the elevator buffer engagement reactions. 18- ANSI 211.1 (a) (2). Provide means of two -way conversation between each elevator and a readily accessible point (Building Entrance Lobby) outside the hoistway. 19. ANSI 211.1 (b). This structure is considered as unattended and one of two additional emergency signaling devices shall be provided (phone to answering service). 20. ANSI 211.1. Provide an e mergency power supply for the devices required by 211.1(0)(2) and 211.1(b). The supply shall be capable of operating the audible device for at least one hour and the means of a two -way conversation for at least four hours. a r 4 IPS PROVIDE CLASS 1 FLAMESPREAD MATERIAL FINISHES ANSI RULE 106.1D PROVIDE Pff LADDER 3/8" x 2" STL. F.B. RAILS W/ 5/8 "0 STL RUNGS ---D SECURED TO PIT WALL & FLOOR W/ 1/2 "0 BOLTS P Lk 5 22 GA. PREFINISHED N S STANDING SEAM ROOF ry i11 fla i 2 A4.3 tr 6 Aft 10E 9" 11/2 "0 STL. RAIL 4' -0 21. UBC 3016.10. Install approved key retainer box, keyed to the standard City. Key -Ace one -inch cylinder cam lock key 439504. 22, UBC 3016.11. Keys required for the operation of elevator, fire emergency service. the machine room and the mechanical hoist way access key shall be tagged and Kept in the key box. - 23. Comply with opplicabie codes 1:2DoUo5s R ECENED CR OFTUKWILA JUL ; PERMITCENTER NOT FOR CONSTRUCTION LAST PLOTTED 03/08/00 STL. GUARD ', RAIL SEE SECTION 'A' 4' CONC. SLOB ON COMPACTED FILL ® RAMP DiL000-6s,5 RECENED CRY OP TUKWILA PERA41 CE.:TE NOT FOR CONSTRUCTION LAST PLOTTED 03/08/00 V) CD U w co —J J sheet A4.3 oh. mpr GALV. CIECKING 1/2 "0 ST R IL SH GRADE- STL GUARD PAIL SEE SECTION 'A' 7 1/2 "0 GALV. STL. PIPE RNL I/ GALV. STL. METAL PAN RISER /TREAD GALV. STL CHANNEL STRINGER PRECAST CONC. DBL. TEE STAIR #1 SECTION o CONC. TOPPING CONC. SLAB /ON GRADE DLODO 055 RECEIVED CITY OE TUKWILA PERMIT CENTER NOT FOR CONSTRUCTION LAST PLOTTED 02/17/00 PRECURED NEOPRENEI SHEET CONT. a ° a BASE COAT, GRIT COAT & FINISH COAT . - DETAIL COAT PRECAST CONC. DBL. TEE WELDED CONNECTION SEE STRUCT. DWGS. CONC. SPANDREL PANEL CONC. TOPPING SLAB � PLAN CNM. A ' PLAN DI1�. SEALANT TP.EMCO o f 'CERABLANKET -FS' MIN. 3" 1 (7" MIN_) SDFGDSFG P.C. CONC. PANE_ TOOLED EDGE SEALANT W/ BACKER ROD WELDED STL TUBE FRAME - PAINTED w 24 GA. STANDING SEAM PREFlNISHED METAL ROOF 0 STL. CHANNEL SUB - FRAMING 24" O.C. 24 GA. PREFlNISHED DRIP 1 1/2 HR. RATED SLIDING FIRE DOOR W/ ADA PASS DOOR BY CHASE INDUSTRIES OR EQ. t 0 0 0 0 STANDING SEAM SEALANT (NP. FRONT & BACK) RUN ROOFING OVER WOOD CANT (NP.) 11. J I 1 1 1 METAL JOINT STANDING SEAM �c\ JOINT ( NP. ) \� 4-PLY B.U. ROOFING \ 2x12 x CONT. P.T. FASCIA 055 ELEV. DOOR JAMB BACKER CONT. METAL CLIP 1 1 2 "0 SL. PIP RRIL(PTAINTED) 0 18 TH ALL WELDS SMOO 14 GA. METAL PANS FILLED WITH CONC. W 14 GA. METAL R SECS SECURED TO STL CHANNEL STRINGER EXPANSION BOLT IN CONC. SLAB 24 GA. PREPRINTED METAL COPING NOTE: APPLY SEALANT ® JOINT TO MAKE WATER TIGHT CONC. PANEL WATERPROOF TRAFFIC TOPPING STL. CHANNEL STRINGER r3! WELD END CAP TYP DBL. TEE CONC. TOPPING CONTROL JOINT LIGHT BASE COVER CONC. TOPPING PRECAST CONC. PRECAST CONC. DBL. TEE PRECAST CONC. BEAM a a NOSING 0'= �. 1 1/2 0�I STAI• - �` STEEL PIPE \ 23" BOTT R HANDRAIL OM OF TAIR STEEL BRACKET ® ONE SIDE. OF S7A 2' ® TOP OF STAIR HEAVY DUTY CAST IRO FLOOR DRA 1 NON- SHRINK GROUT FINISHED ,CDAT BASE COAT 0.020 DETAIL COAT PRECAST CONC. DBL. TEE 1 1/2" R ECEIVED CITY OFTUI(W PERMIT CENT NOT FOR CONSTRUCTION LAST PLOTTED 03/08/00 _1 1/2 "0 STL. HAND RAIL (PAINTED) FIELD WELD JOINTS & GRIND SMOOTH & PAINT IGHT STD. BASE NON- SHRINK GROUT 23'-6" ANCHOR BOLTS CAST w INTO CONC. BASE TYP. WATERPROOFING FLASHING PRECAST CONC. BEAM RUN WATERPROOF TOPP'G SYSTEM INTO DRAIN GRIT COAT BACKER ROD. SEALANT 1/2 " <V CONTROL JOINT ...,A.... d a a 1 J W D 0 a d � U m sheet A5.1 • GENERAL NOTES TIE FOLLOWING NOTES APPLY UNLESS NOTED OTHERWISE CODE: UNIFORM BUILDING CODE -- 1997 EDITION - ASTM'S LATEST EDITION LIVE LOADS ROOF 25 PSF (DRIFTING SNOW BASED ON 20 PSF GROUND SNOW) WIND 80 MPH, EXPOSURE C =LOOK 50 PSF (REDUCIBLE) SEISMIC ZOIE 3 FOUNDATION THE FOUNDATION WAS DESIGNED WITH AN ALLOWABLE SOIL BEARING CAPACITY OF 8000 PSF IN ACCORDANCE WITH SOILS REPORT E- 8806 -2 DATED 9 -21 -99 PREPARED BY EARTH CONSULTANTS. PREPARE THE SITE PER SOILS ENGINEER'S RECOMMENDATIONS. BEAR ALL FOOTINGS AND SLABS ON PROPERLY PREPARED NATIVE SOILS OR ON COMPACTED STRUCTURAL FILL- SEE SOILS REPORT. COMPACT ALL STRUCTURAL FILL AND BACKFILL PER SOILS ENGINEER'S RECOINENDATIONS. DETERMINE MAXIMUM DENSITY BY ASTM D -1557. EXTEND ALL EXTERIOR. FOOTINGS 18" MIN. BELOW FINAL FINISHED GRADE. SEE ARCH. AND SOILS REPORT FOR SLAB ON GRADE UNDERLAYMENT. SLABS ON GRADE THE SLAB ON GRADE FOR THIS PROJECT IS TYPICAL OF THAT IN OTHER BUILDINGS CONSTRUCTED IN THIS AREA WITH SIMILAR FLOOR LOADINGS AND SOIL CONDITIONS. THE SLAB HAS NOT BEEN DESIGNED FOR ANY SPECIFIC LIVE LOAD (INCLUDING CONSTRUCTION LOADS) AND HAS BEEN DETAILED TO MEET LOCAL INDUSTRY STANDARDS FOR SIMILAR BUILDINGS. THE OWNER OR HIS REPRESENTATIVE HAVING REVIEWED THESE DRAWINGS PRIOR TO START OF CONSTRUCTION IS AWARE OF THE PROBLEMS WHICH MAY ARISE WITH THESE SLABS AND ACCEPTS DE RESPONSIBILITY THEREOF. REVIEW WITH THE SOILS ENGINEER ANY CONSTRUCTION LOADINGS ON THE SLAB AND SOILS BELOW. TAKE NECESSARY MEASURES TO INSURE THAT THE SLAB AND SOILS BELOW WILL NOT BE EFFECTED OR DAMAGED BY CONSTRUCTION LOADING. CAST -111- PLACE- CONCRETE F'c = 3000 PSI FOR ALL CAST -IN -PLACE FOOTINGS AND SLABS -ON- GRADE. F'c = 4000 PSI FOR ALL FIELD PRECAST WALLS, BEAMS, COLUMNS, STRUCTURAL TOPPINGS 8 CLOUSURE POURS. F'c = 5000 PSI MINIMUM FOR ALL PLANT PRECAST BEAMS, COLUMNS, SPANDRELS ULTIMATE STRENGTH DESIGN METHOD USED. CONCRETE MAY BE PROPORTIONED ON THE BASIS OF FIELD EXPERIENCE AND TRIAL MIXTURES OR BY WATER - CEMENT RATIO AS DESCRIBED IN CODE. SUBMIT MIX DESIGN AND DATA AS REQUIRED FOR EACH METHOD. IF WATER - CEMENT RATIO METHOD IS USED, MAXIMUM WATER - CEMENT RATIO SHALL CONFORM WITH TABLE 19 -A -7 OF UBC. MIXING AND PLACING OF ALL CONCRETE,AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE UBC AND ACI CODE 318. PROPORTION AGGREGATE TO CEMENT TO PRODUCE A DENSE WORKABLE MIX WITH 4' MAXIMUM SLUMP WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. SEE SPECIFICATIONS FOR ADMIXTURES. PROVIDE 5% + 11/2% TOTAL AIR CONTENT FOR CONCRETE EXPOSED TO FREEZING AND THAWING EXPOSURES. LIMIT WATER - CEMENT RATIO TO .45 AND USE TYPE V CEMENT WHERE CONCRETE IS EXPOSED TO SOIL CONTAINING WATER SOLUBLE SULFATE IN EXCESS OF .2%. ADD NO WATER AT SITE WATER REDUCING OR SUPERPLASTICIZI'NG ADMIXTURES MAY BE USED TO INCREASE WORKABILITY WITHOUT INCREASING WATER - CEMENT RATIO OF DESIGN MIX SUBMITTAL. SEE SPECIFICATIONS FOR CURING 3/4" CHAMFER ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. PRECAST PANEL NOTES I. PANEL ELEVATIONS SHOW INSIDE FACE. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO FORMING PANELS. 3. PROVIDE ADDITIONAL HORIZONTAL REINFORCING PER PANEL ELEVATIONS AT OPENINGS WITH HORIZONTAL TRIM BARS EXTENDING 2' -0" BEYOND EDGE OF OPENINGS. VERTICAL TRIM BARS TO RUN FULL LENGTH. 4. PANEL. LIFTING STRESSES ARE TO BE CHECKED BY THE CONTRACTOR WHO SHALL PROVIDE REINFORCING STEEL AS REQUIRED FOR HANDLING AND ERECTION. USE STROII;BAACKS AS REWIRED AT EXCESSIVE PANEL OPENINGS. 5. PROVIDE 3/4" CHAMFER AT ALL EXPOSED CORNERS UNLESS OTHERWISE INDICATED ON ARCHITECTURAL DRAWINGS. 6. PROVIDE 3 COATS ASPHALTIC PAINT OR A 3" MINIMUM CONCRETE COVER AT ALL CONNECTIONS EXPOSED TO EARTH OR WEATHER. 7. PROVIDE 3/4" NON - SHRINK GROUT BETWEEN BOTTOM OF PRECAST PANELS AND TOPS OF FOOTINGS. E. .MAXIMUM DEPTH OF REVEAL STRIPS TO BE 3/4 SEE ARCHITECTURAL DRAWINGS FOR LOCATION. VERIFY ALL PANEL THICKNESSES WITH ARCHITECTURAL DRAWINGS. 9. PANEL CONNECTIONS FOOD ON SHEET S-5.2. }RThi'IIT`, PROVIDE 1/2" CLEARANCE BETWEEN PRECAST ELEMENTS UNLESS NOTED OTHERWISE. 17. ,SHOP DRILL (1/4" DIAMETER) AIR RELEASE HOLES IN EMBEDMENTS AT 6" P/c AS REOUIRED IN ORDER TO DISPLACE ANY VOIDS IN FORMWORK. _/ PROMPTLY PAINT WITH 2 COATS OF RUST INHIBITING PRIMER PRIOR TO FINAL PAINTING. 42. REMOVE ALL YIELD SLAG AROUND EMBED/BITS EXPOSED TO WEATHER AND SAND- BLAST. PRECAST, PRESTRESSED HOLLOW CORE PLANKS fi DOUBLE TEES THE WORK SHALL lE DOE IN ACCORDANCE WITH ACI STANDARD 318, BUILDING CODE REWIRE TS FOR REINFORCED CONCRETE, AND SHALL COMPLY WITH APPLICABLE LOCAL BUILDING CODE REQUIREMENTS. THE PRECAST, PRESTRESSED HOLLOW CORE SLABS SHALL BE DESIGNED BY THE MANUFACTURER FOR THE SPANS AND LOADING CONDITIONS SPECIFIED ON THE STRUCTURAL DRAWINGS. DESIGN CALCULATIONS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. DESIGN SUBMITTALS SHALL BEAR THE STAN? AND SIGNATURE OF A STATE OF WASHINGTON REGISTERED PROFESSIONAL ENGINEER EXPERIENCED IN PRECAST, PRESTRESSED CONCRETE DESIGN. CONCRETE MIX SHALL BE DESIGNED BY THE MANUFACTURER AS REQUIRED FOR PROPER OPERATION OF THE PRODUCTION EQUIPMENT. THE CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT THE TIME OF DETENSIONING, AND 8,000 PSI AT TWENTY -EIGHT (28) DAYS. WHEN REQUIRED, BQE COMPRESSIVE STRENGTH SHALL BE DETERMINED WITH A CALIBRATED REBOUND TEST ST SB HAMMER IN ACCORDANCE WITH ASTM SPECIFICATION C -805. CEMENT SHALL CONFORM TO AST4 SPECIFICATION C -150. AGGREGATES SHALL CONFORM TO ASTM SPECIFICATION C -33 OR C -330. PRESTRESSING STRANDS SHALL BE 7 -WIRE UNCOATED HIGH - TENSILE STRENGTH STRAND IN CONFORMANCE WITH ASTM SPECIFICATION A -416. GROUT FOR LONGITUDINAL SHEAR KEYS BETWEEN DABS SHALL CONSIST OF ONE PART CEMENT TO THREE PARTS PAVING SAD, BY WEIGHT, WITH A MAXIMUM WATER CONTENT OF FIVE (5) GALLONS PER SACK OF CEMENT. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, ALL SLABS WILL BEAR ON A THIN NEOPRENE BEARING STRIP APPROXIMATELY 1/4" THICK AND 3/8" WIDE. HOLLOW CORE SLABS SHALL- BE PRODUCED BY A FIRM WITH AT LEAST FIVE CONTINUOUS YEARS OF EXPERIENCE IN THE MANUFACTURE OF PRESTRESSED HOLLOW CORE UNITS. THE MANUFACTURER SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW AND APPROVAL. DRAWINGS SHALL SHOW NUMBER AND SIZE OF PRESTRESSING STRANDS, PRESTRESS FORCE, BLOCKOUTS, MARK NUMBERS, AND ALL OTHER DETAILS NECESSARY FOR THE MANUFACTURE AND INSTALLATION OF THE HOLLOW CORE SLABS. ROUGH OPENINGS AND BLOCKOUTS REQUIRED FOR STRUCTURAL CONNECTION OF HOLLOW CORE SLABS SHALL BE PROVIDED BY THE MANUFACTURER, AS SHOWN ON THE SHOP DRAWINGS. MANUFACTURER SHALL PROVIDE ROUGH BLOCKOUTS, WHEN SHOWN ON THE ARCHITECTURAL OR STRUCTURAL DRAWINGS, FOR MECHANICAL /HVAC PENETRATIONS OVER 8 INCHES IN DIAMETER OR WIDTH. FIELD CUTTING OF HOLLOW CORE SLABS SHALL NOT BE DONE WITHOUT THE PRIOR APPROVAL OF THE ARCHITECT /ENGINEER AND THE MANUFACTURER. APPROVED CUTTING OR DRILLING SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN RECOMMENDATIONS. THE ERECTOR SHALL LIFT, HANDLE, AND PLACE HOLLOW CORE SLABS IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS AND APPROVED PLACEMENT DRAWINGS. THE HOLLOW CORE SLABS SHALL BE PLACED WITH THE MINIMUM END BEARING SHOWN ON THE DRAWINGS. REINFORCBIIG STEEL USE DEFORMED CONCRETE REINFORCING STEEL CONFORMING WITH ASTM A615, GRADE 60 (fy= 60,000 psi). LAP CONTINUOUS REINFORCING BARS 36 BAR DIAMETERS, 2' -0" MINIMUM, UNLESS NOTED OTHERWISE. PROVIDE CORNER BARS (2' -0" MIN. BEND) FOR ALL HORIZONTAL REINFORCEMENT. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES ". WELDED WIRE FABRIC (WA£) TO CONFORM WITH ASTM A185. REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS EXCEPT STIRRUPS AND TIES SHALL HAVE 135 DEGREE ACE SEISMIC HOOKS. COVER TO REINFORCEMENT: NONPRESTRESSED CAST -IN- -PLACE CONCRETE (INCHES) CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3 FORMED SURFACES EXPOSED TO EARTH OR WEATHER W6 AND LARGER W5 AND SMALLER 1 -1 /2 NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND SLABS, WALLS, JOISTS 14 AND LARGER 1 -1/2 B11 AND SMALLER 3/4 BEAMS, COLUMNS PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1 -1/2 PRESTRESSED CAST -IN -PLACE CONCRETE (APPLIES TO PRESTRESSED AND NONSTRESSED REINFORCEMENT, DUCTS AND END FITTINGS) CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH FORMED SURFACES EXPOSED TO EARTH OR WEATHER SLABS. WALLS, JOISTS 1 OTHER MEMBERS 1 -1/2 NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND SLABS, WALLS, JOISTS 3/4 BEANS, COLUMNS PRIMARY REINFORCEMENT 1-1/2 TIES, STIRRUPS, SPIRALS REBAR DOWEL INSTALLATION DRILL HOLES FOR DOWELS IN ACCORDANCE WITH GROUT MANUFACTURERS RECOMMENDATIONS. BLOW HOLE CLEAN WITH OIL FREE COMPRESSED AIR. FILL DOWN HOLES WITH A MEASURED AMOUNT OF HILTI HY -150. INSERT REBAR AND SECURE UNTIL GROUT HAS REACHED ITS INITIAL CURE. ALL WORK SHALL BE BY PERSONNEL EXPERIENCED IN THE USE OF THIS PRODUCT, AND IN ACCORDANCE WITH ICBO REPORT NO 5193. REINFORCING STEEL WELDING USE ASTM A706 GRADE 60 (fy = 60000 psi) FOR ANY REINFORCING THAT IS TO BE WELDED. FOLLOW PROCEDURES OF ANSI /AWS D1.4 -92, "STRUCTURAL WELDING CODE - REINFORCING STEEL ". USE E 80XX LOW HYDROGEN ELECTRODES CONFORMING TO ANSI /AWS A5.1 OR A5.5. DO NOT WELD REINFORCING IF TEMPERATURE IS BELOW 32 DEGREES FAHRENHEIT. MAINTAIN A MINIMUM PREHEAT AND INTERPASS TEMPERATURE OF 50 DEGREES FAHRENHEIT FOR N0. 7 THROUGH NO.11 BARS. DO NOT WELD N0. 14 AND NO.18 BARS. DO NOT WELD WITHIN 3- INCHES OF BENDS. LET BARS COOL NATURALLY TO AMBIENT TEMPERATURE AFTER WELDING; DO NOT QUENCH. USE WABO CERTIFIED WELDERS. PROVIDE SPECIAL INSPECTION PER CODE. SUBMIT MILL CERTIFICATES. WELDING: MASONRY: WELDHEAD STUDS: � 2OXY STRUCTURAL STEEL ALL WORK IN ACCORDANCE WITH "DISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" , AND THE "CODE OF STANDARD PRACTICE ". STRUCTURAL .STEEL SHALL CONFORM TO THE FOLLOWING STANDARDS: STRUCTURAL STEEL ASTM A -36 (Fy= 36,000 PSI) TUBE SHAPES ASTM A -500, GRADE B F 46,0_0_0 P51 ASTM A PIPE SHAPES WELDHEAD STUDS ASTM A -108 - - GRADE _ S (Fy=50,000 PSI) ANCHOR BOLTS ASTM A -307 HIGH STRENGTH BOLTS ASTM A -325 BASE PLATE GROUT ASTM C -1107 ALL STRUCTURAL STEEL BOLTED CONNECTIONS ARE ASTM A -325 TYPE N CONNECTIONS - BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE. CONNECTIONS ARE NON -SLIP CRITICAL AND BOLTS NEED BE TIGHTENED "SNUG TIGHT" ONLY. PROVIDE WASHERS AT OUTER PLYS WITH SLOTTED HOLES. INSTALL A -325 BOLTS IN ACCORDANCE WITH "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS` (11/13/85). PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS PER UBC TABLE 19D FOR CONCRETE AND UBC TABLE 21N FOR MASONRY, UNLESS SHOWN OTHERWISE. ALL WELDING TO CONFORM WITH AWS D1.1 "STRUCTURAL WELDING CODE - STEEL ". WELDS NOT SPECIFIED SHALL BE 1/4" CONTINUOUS FILLET MINIMUM. ALL WELDS BY WABO CERTIFIED WELDERS. USE LOW HYDROGEN FILLER METAL WITH A MINIMUM TENSILE STRENGTH OF 70 KSI. ALL WELDED JOINTS SHALL BE AWS PREQUALIFIED. WELDHEAD STUDS (OHS) ARE TO BE MACHINE WELDED WITH PROPER EQUIPMENT AS REQUIRED BY MANUFACTURER. CONCRETE EXPANSION ANCHORS - "HILT] KWIK BOLTS" - INSTALL IN ACCORDANCE WITH ICBO REPORT NO.4627 . MASONRY ANCHORS - 'HILTI SLEEVE ANCHORS" - INSTALL IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. COORDINATE WORK WITH JOIST MANUFACTURER. SEE SPECIFICATIONS FOR ITEMS TO BE GALVANIZED. MASONRY REINFORCED HOLLOW UNIT MASONRY WITH SPECIAL INSPECTION REQUIRED, F'm =1500 PS!. USE GRADE "N" HOLLOW LOAD- BEARING CONCRETE MASONRY UNITS CONFORMING TO UBC STD. 21 -4. USE TYPE S MORTAR BY VOLUME: ONE PART PORTLAND CEMENT, 1/4 TO 1/2 PARTS HYDRATED LIME AND DAMP LOOSE AGGREGATE NOT LESS THAN 2 -1/4 NOR MORE THAN 3 TIMES THE SUM OF THE VOLUME OF CEMENT AND LIME USED. FILL ALL CELLS CONTAINING REINFORCING AND WHERE NOTED WITH GROUT - MIN. STRENGTH, 2000 PSI. USE COARSE GROUT ONLY WHEN CLEAR CELL EXCEEDS 3"X3 ". CLEANQUTS REO'D. FOR GROUT POURS OVER 5'0 LAP TYP. MASONRY WALL REINFORCING 48 BAR DIAMETERS. ALL CONNECTIONS AND BOLTS SHOWN EMBEDDED IN MASONRY ARE TO BE INSTALLED BY THE MASONS DURING THE CONSTRUCTION OF THE WALL OR PIER. PROVIDE CORNER BARS TO MATCH ALL HORIZONTAL REINFORCING. ALL MASONRY TO BE RUNNING BOND LAY-UP. STEEL ROOF DECK VERCO HSB -36 - 1 -1/2" HIGH X 36" WIDE GALVANIZED STEEL ROOF DECK. CONFORM WITH ASTM A653 SO GRADE 33, MINIMUM YIELD 38 KSI WITH G60 GALVANIZED COATING. MATERIALS AND INSTALLATION SHALL ALSO CONFORM WITH ICBO REPORT 2078P. SEE PLAN FOR DECK GAGE AND CONNECTIONS. SEE ARCH. FOR PRIME PAINT REQUIREMENTS. MINIMUM EFFECTIVE FUSION AREA OF PUDDLE WELDS MUST BE 3/8" BY 1" OR 1/2" DIAMETER. SEAM WELDS MUST BE A MINIMUM OF 1- -1/2 ". COMPLY WITH AWS D1.3. USE NO CONCRETE CONTAINING ADMIXTURES OF CHLORIDE OR CHLORIDE SALTS ON ROOF DECK. USE VERCO SHEARTRANZ WHERE INDICATED ON PLAN. OTHER ROOF DECKS AND ATTACHMENT PATTERNS MAY BE CONSIDERED PROVIDED THEY HAVE AN EQUIVALENT DIAPHRAGM STRENGTH AND STIFFNESS AND GRAVITY LOAD CAPACITY. ELEVATORS ELEVATOR SUPPLIER TO PROVIDE ALL NECESSARY CALCULATIONS AND ELEVATOR DESIGN DRAWINGS TO THE CITY OF TUKWILA. THE DRAWINGS ARE TO INCLUDE THE MACHINE BEAN, BUFFER AND RAIL REACTIONS TO THE STRUCTURE. THE DRAWINGS AND CALCULATIONS ARE TO BE REVIEWED BY ENGINEERS NORTHWEST TO VERIFY THAT THE STRUNG,. CAN WITHSTAND THE IMPOSED LOADS PRIOR TO THE SUBMITTAL TO THE CITY. LOADS THAT INCLUDE IMPACT ARE TO BE SO IDENTIFIED. INSPECTIONS INSPECTIONS ARE TO BE PER UBC CHAPTER 17 AND ARE TO BE BY AN INDEPENDENT TESTING LAB. FOUNDATION: INSPECT FOOTING EXCAVATIONS AND PROVIDE COMPACTION TESTS. CONCRETE: TAKE CONCRETE CYLINDERS AS REQUIRED BY CODE, VERIFY SLUMP, STRENGTH, AIR CONTENT, PLACEMENT OF CONNECTIONS AND ANCHOR BOLTS. REINFORCING: VERIFY THAT ALL REINFORCING IS PLACED IN ACCORDANCE WITH APPROVED PLANS. CHECK FOR REQUIRED COvER, SIZE, GRADE, AND SPACING. CONC. EXPANSION & COPY OF ICBO REPORT FOR ANCHORS OR ADHESIVE SYSTEM USED MUST MASONRY ANCHORS 8 BE AVAILABLE AT JOB SITE VERIFY ANCHORS OR ADHESIVE SYSTEM DRILLED IN DOWELS: INSTALLATION IS IN ACCORDANCE WITH REPORT. PER AWS, SECTION 6. INCLUDES WELDING OF REINFORCING AND DECK. INSPECT THE FOLLOWING PRIOR TO WELDING: PERSONNEL QUALIFICATIONS, WELDING PROCEDURES, WELDING EQUIPMENT, WELDING CONSUMABLES, BASE METAL QUALITY, JOINT PREPARATION AND FIT -LP, PREHEAT, WELDING CONDITIONS. DURING WELDING INSPECT THE FOLLOWING: TACK WELD QUALITY, WELD PROCEDURES, INTERPASS TEMPERATURES, CONSUMABLE CONTROLS, INTERPASS CLEANING, VISUAL INSPECTION, NOT, IF REQUIRED. AFTER WELDING INSPECT THE FOLLOWING, IF REQUIRED: CONFORMITY TO PLANS AND SPECIFICATIONS. CLEANING, VISUAL INSPECTION, NOT, REPAIRS INSPECTION. POST WELD HEAT TREATMENT, DOCUMENTATION. NOT IS REQUIRED FOR ALL COMPLETE PENETRATION WELDS - SHOP 8 FIELD. VISUAL INSPECTION IS REQUIRED FOR ALL OTHER FIELD WELDS_ VERIFY THAT ALL REINFORCING, CONNECTIONS, AND ANCHOR BOLTS ARE PLACED IN ACCORDANCE WITH APPROVED PLANS. INSPECT GROUT SPACE IMMEDIATELY PRIOR TO CLOSING OF CLEANOUT. INSPECT GROUTING OPERATIONS. VERIFY MORTAR IS BEING MIXED TO SPECIFIED PORTIONS. TEST MASONRY PRISMS BEFORE AND DURING CONSTRUCTION AS REQUIRED BY CODE. TEST GROUT • SAMPLES. VERIFY THAT STUDS ARE PROPERLY INSTALLED BOTH IN FIELD AND ON SHOP FABRICATIONS. INSPECTION SHALL INCLUDE BENDING A MINIMUM OF TWO STUDS AT EACH SET UP IN ACCORDANCE WITH TRW NELSON'S RECOMMENDATIONS. SKIP DRAWWnS SUBMIT 2 SETS OF PRINTS AND 1 SET OF REPRODUCIBLE SEPIAS OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED 8 STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: STRUCTURAL STEEL, MISCELLANEOUS STEEL. REINFORCING STEEL, PRECAST BEANS /COLUMNS. SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. NOTE TO MECHANICAL AND ELECTRICAL TRADES CONTRACTOR SHALL SUBMIT PLANS SHOWING LOCATION, LOAD AND ANCHORAGE OF ALL HANGERS SUPPORTING ANY MECHANICAL, ELECTRICAL, PLUMBING OR SPRINKLER LOADS IN EXCESS OF 50 POUNDS. ANY ROOF MOUNTED EQUIPMENT SHALL BE INCLUDED IN THESE PLANS AND SHALL SHOW LOADS AND LOCATIONS. THESE SHALL BE SUBMITTED TO ENGINEERS NORTHWEST FOR APPROVAL PRIOR TO INSTALLATION OF ANY OF THIS EQUIPMENT. ALL DETAILS OF CONNECTIONS TO THE STRUCTURE FOR EQUIPMENT SHALL BE BY.THE SUPPLIER OF THAT EQUIPMENT. IF THE BUILDING DEPARTMENT REQUIRES A SUBMITTAL REGARDING THE DESIGN OF THESE DETAILS, IT WILL BE THE RESPONSIBILITY OF THE EQUIPMENT SUPPLIER TO PROVIDE THIS SUBMITTAL. ABBREVIATIONS ARCH. = ARCHITECT M.A.S. = MASONRY (CLAY OR CMU) B. OR BOT. = BOTTOM M.R.S = METAL ROOF SUPPLIER BTWN. = BETWEEN N.F. = NEAR BLDG. = BUILDING N.T.S. = NOT TO SCALE C.I.P. = CAST IN PLACE O.F. ' = OUTSIDE FACE CUR. = CLEAR OPNG. = OPENING CNTR. = CENTER O.T.O. = OUT TO OUT CONC. = CONCRETE PNL. = PANEL CONT. = CONTINUOUS REINF. -REINFORCING CONTR. =CONTRACTOR R.O. = ROUGH OPENING DIA. = DIAMETER SW = SHEARWALL EA. = EACH SIM. = SIMILAR EL. OR ELEV. = ELEVATION S.M. = SYMMETRICAL E.N.W. OR ENW = ENGINEERS NORTHWEST T. = TOP E.F. = EACH FACE T.O.F. = TOP OF FOOTING E.W. = EACH WAY T.S. = TUBE STEEL F.O.C. = FACE OF CONCRETE TYP. = TYPICAL AT ALL F.O.P. = FACE OF PLYWOOD SIMILAR PLACES F.O.S. = FACE OF STUD U.N.O. = UNLESS NOTED F.D.M. = FACE OF WALL OTHERWISE FTG. = FOOTING V. OR VERT. = VERTICAL H. OR HOR1Z. = HORIZONTAL V.I.F. = VERTICAL INSIDE I.F. = INSIDE FACE V.O.F. - = VERTICAL OUTSIDE INC. = INCLUDING FACE KB = KWIK BOLT W/ = WITH L.L.H. = LONG LEG HORIZONTAL L.L.V. = LONG LEG VERTICAL REVIEWED MAY 1 5 2000 REID MIDDLETON, INC. 1 6:1‘ s � 0 r:4 MA" -5 2000 01 w 0 Z 1 w Z w 0 r1: 0'1 sheet G 0 U Q 50.1 LATERAL LOAD RESISTING FOOTING SECHEDULE MARK SIZE (W L x D) BOTTOM REINFORCING BARS TOP REINFORCING BARS TIE SETS #4 • A" "8" 1' -10" 7 #7 ° C" "D" "A" . 0 . 2' -1" "C" 'D" FA 6' -0 "x 30' -0 "x 2' -6" 7 #9 6 # x 10 #6014 "oc 14 #6 0 3`oc 7 #6 6 #6 u8' #6014 "oc 8 #6O3 "oc 8 SETS oc OF 2 EA. O 6' FB 7' -0" x 54' -0" x 3' -6" 10 #1 1 9 #11 x 16 #6 0 12 "oc 12 #6 0 4 "oc 6 #6 5 #6 x 8 #6 0 12 "oc 8 #6 0 4.0c SET O 14 6cc S OF 3 EA FC 7 -0" x 19' -0" x 2' -8" 8 #9 NA #6 0 14 "oc 12 #6 0 3 oc 3 #6 NA #6 0 14 "oc 8 #6 0 3 "oc NA FD 7' -0 x 66' -0" x 2' -0" 8 #6 NA #6 0 18 "oc 10 #6 0 6 oc 8 #6 NA #6 0 24 "oc NA NA FE 8' -0" x 46' -0" z 4' -0" 11 J11 10 #11 x 16' #6 0 10 "oc 14 #6 0 3"o., 8 #6 8 #6 z 12 #6 0 10 "oc 8 #6 0 roc O 8 SETS 14 "oc OF 2 EA. FF 7' -0" x PER PLAN x 4' -6 8 #11 7 #11 x 10' #6 0 14"oc 14 # 0 4 "oc 8 #9 7 #9 z 12' #6 0 14 "oc 8 #6 0 roc NA FG 8' -0" x 44' -0 z 4' -0" 7 #9 6 #9 x 10' #6 0 10'00 14 0 0 3 °oc 8 #6 8 #6 x 12' #6 0 10 '00 6 #6 0 roc O 8 SET14'S 00 OF 2 EA. SPREAD FOOTING SCHEDULE MARK w ' tl - -i- Y P SIZE REINFORCEMENT F6.75 6' -9" x 6' -9" x 1' -10" 7 #7 EA. WAY BOT. F7.0 7' -0" z 7' -0" x 2' -1" 7 #7 EA WAY BOT. F7.25 7' -3" x 7' -3" x 2 7 #7 EA. WAY BOT. F8.75 B' -9" x 8' -9" x 2' -7" 8 #8 EA WAY BO, F9.0 9 -0 x 9 -0 x -0 10 #8 EA. WAY BOT. 1,L4.'_2_ O o. p w ' tl - -i- Y P - j � 13 J T / / 2 1/ 1 K -21 SIM � o 1 4_2 E -2 .7_ a F -2.1 O L__ r 2 FTG. TIES PER SCHED. FE 20' -0" 0 24,24" GR BM. /8 - #8 EMBED 5 -0" INTO FTG EACH END `4- -FTG. TIES PER SCHED. T csJ - ,F.2 N0 1 E ). REFER O BR PLAM SCH MATIC 23 CENTER T ALL A FOOTINCEGS O ENT OL E OF WALL (U.N.O.) 25' -D' 0 - -- 24"x24' GR BM- w/8 - #7 EMBED 5 -0" INTO FTG EACH END FTG /SLAB /WALL DOWELS 0 6 o/c - _ - 3 -0" CE SLAB O ALL INSIDE O CORNERS. 7YP- G -2.1 I 1 I I 1 1 fI n _J F9.0 F9.0 61 .1 F90 F9.0 H ( -0 -B ") ( - O' - 8) (- 0 -8') (-0 -8 ") # O 18"o /c EA WAY O � SLAB FRID ®TO ©. 24,24" GR BM. - GR BM. /8 - #8 EMBED 1/ 5�0NO BED 5 -0" INTO FTG EACH END 1 FTG EACH END L-- FG G -24 _1 - -FTG. TIES PER SCHED. 1 1 FTG/SLAB/ ALLW . COWELS O 6 "o /c 18" WIDE x12" DEEP r2.1 THICKENED SLAB /2 - #5 ' TYP CONT. TYPICAL O ALL �- -- CMU PARTITIONS. ' r - � I I� I _L r _ ' F6.75 F6.75 J -2.1 NO VE RIFY 8000 PSF SOIL BEARING CAPACITY w/ GEOTECH PRIOR TO CASTING FOOTINGS (TYPICAL ALL FOOTINGS) F -2.1 30 -0" 30 -0" 0 8 "o /c WALL PANELS PER SECT. K 21 - F6.75 i 435\ 8 -2.1 30' -0" y1-4 30' -0" 0 4" CONCRETE SLAB ON GRADE OVER SUB -BASE PREPARED PER SOILS RPORT. SLAB REINFORCING w/12x12 W2.9412.9 YAW 0 SLAB MID DEPTH. (NOT REO D WHERE DEFORMED BAR REINFORCING IS SPECIFICALLY CALLED OUT) TOP OFT SLAB IS 0 REF. DATUM ELEVATION 10' -01 (U.N.O.) SITE ELEV. PER CIVIL ENGINEER #4 T FOOTING /S(WALL PANEL 15' -0" 0 0 FD 15' -0" 15' -0" F9 0 (- O' -5 ") 0 CSJ 15' -O" 0 SLAB SHRINKAGE/ CONSTRUCTION JOINTS O 15'- 0'o,lc MAX. F6.75 r FOUNDATION PLAN Q BAR "C_ / Ct' L_ _J F9.0 ( -0' -eT W _ FOOTING TOE MEASURED FROM -BAR "A" END OF WALL -. 1 BAR "B" TIE SETS L B "D" -. SHEARWALL ✓ OUTLINE ABOVE 30' -0" 0 G O , o 'o Q NOTES- 3/32" = 1' -0" 1.) TOP OF SLAB ON GRADE IS AT DATUM ELEVATION I0 -OZ 2.) TOP OF FOOTING ELEVATIONS INDICATED THUS: ( - OTT VERIFY w INAL CIVIL DAWINGS PRIDR TO CONTRUCTION. 3. CENTER FO ON W OR SCHEDULE. UMNS. 5. SEE DWG. 50.1 FOR (UNO.) 4. SEE THIS SHEEP FOR GENERAL G SCHED GENERAL NOTES 6.) CONCRETE TILT PANELS SHOWN THIS: 26 EFER TO SHEET S5.1 k 55.2- 7.) PLANT CAST CONCRETE COLUMN /BEAA1 FRAMES SHOWN THUS: 9® REFER TO SHEET 56.1. f «> f- I I L - - -J F90 ( -c' -8T TYPICAL BAR PLACEMENT SCHEMATIC F6.75 ° `-'24" GR BM. w/8 - #7 EMBED 5' -0" INTO FTG EACH END - NOTES T) PL ACE FULL LENGTH BARS 'A' UNIFORMLY ACROSS ENTIRE FOOTING WIDTH w/ 3 PLACE TO BOTTOM 2'CLR. TO TOP. 2.) PLACE BARS 'B" ALTT ERNATING WITH BARS 'A" AND CENTERED O HEARWALL END (EXCEPTION: AT CONDITIONS WHERE FOOTING TOE IS LESS THAN BAR LENGTH. START BAR 2 "CLR TO END OF FOOTING) 3.) PLACE BAR "C" UNIFORMLY ALONG ENTIRE FOOTING LENGTH PLACE BPRS D' WITH SPACING PER SCHEDULE & CENTERED 0 HEARWALL END. PLACE TIE SETS PER SCHED. START 2° FRO SHE MWPLL END &S EXTEND TOWARD FOOTING TOE. (REFER TO SECTION E -2.1) 177T l # O 18 "o /c EA WAY - O CL S� GRID ®TO 24'x24" GR BM. w(87 E 5 0" - # IMO MBED - G EACH ENO // r 0 (0' -85 K -2 . SIM 29 28 # DOWELS 0 6 o/c I I L - ^_ F9.0 FTC /SLAB /WALL DOWELS 0 6 o/c G -2.1 STEP FTG. (- 3' -6 ") FF K -2 SIM FTG. STOP STEM 1 WALL PER SECT. M -2.1 FF FTC/S/WALL DOWELS LAB O 6 "o /c 30 17.0 O r I$\ N -2.1 3" BLDG SEPARATION T 3' 6" 3' 33 0 -STEP FTG. '. 3" BLDG SEPARATION 540' -0" - TT 'I G-2.1 SLOPE UP 4 ' � F -- TG /SLAB /WALL DOWELS 0 3-o/c 0 o_ r 0 T\'mWo oss #4 O 18"o /c EA WAY o Q SLSH GRID ®TO LL i rr o G ,F7.0 L KEY PLAN )41 REVIEWED MAY 1 5 2000 REID MIDDLETDN, INC. i - N on V w 7 + 7 v v v , e T_T_ L , 1 k/','/ i .,: � A 'k X 1,1 // I ( 1 m 30' -0" 30' -0" 'o/ EA �Cc RIO ® TO (1S 1 qq F6.75 SLAB SHRINKAGE/ NTS CONSTRUCTION JOI � 15' -0 "o /c MAX 141 115 SIM F6.75 /6 ).\ 30' -0" J D -2. 6 ") L 4" CONCRETE SLAB 'ON GRADE OVER SUB -BASE PREPARE PER SOILS REPORT SLAB REINFORCING /12x12 W2.9xW2.9 WWF ® SLAB MID -DEPTH NOT REQ'D WHERE DEFORMED BAR REINFORCING IS SPECIFICALLY C OUT) TOP OF SLAB 15 ® REF. DATUM ATION 10' -01 (O.N.O.) STTE ELE, PER CIN ENGINEER B -2.1 TYP F6 75 30 -0" SLOPE OOWN IB -2.1 SIM �- -- F7.0 (-0 TYP -- J /el\ ' -3 ! FOUNDATION PLAN DOWEL S O o/c ® PANEL I 24 ._ 11E5 PER SCHEDULE NOTES 3/32" = 1' -0 1.)) TOP OF SLAB ON GRADE IS AT DATUM ELEVATIONIO ; -01, (U.N.O.) 2.) TOP OF FOOTING ELEVATIONS INDICATED THUS: ( -1 0'. VERIFY w /FINAL CML DRAWINGS PRIOR TO CONSTRUCTION. .) CENTER FOOTINGS ON WALLS OR COLUMNS. (O.N.O.) SEE DWG- 51.1 FOR FOOTING SCHEDULE. FOOTINGS MARKED THIS: F6.75, FA. 5.) SEE DWG- 50.1 FOR GENERAL NOTES 6.) CONCRETE TILT PANELS SHOWN THIS: EREFER TO SHEET S5.1 & S5.2. 7.) PLANT CAST CONCRETE COLUMN /BEAM FRAMES SHOWN THUS: O9 REFER TO SHEET S6.1. 'YO�S�F Q 10" I COL W I SIM _ E FTG. -24 "x24" GR BM. (13-17 EMBED 5 -0" INTO FTC EACH END K -2.1 SIM. 30' -0" TIES PER SCHEDULE 25 -0" 20' -0" #4 FTG /SLAB /WALL DOWELS ® 6 ° o /c ® PANEL - - 2 4"x24" GR BM. 78 -(/7 EMBED 5 -0" INTO FTG EACH END., 1!1 r� i I ,A2.1I I TT L l L -J L,J F8.75 E8.75 I F725 ( O -8" - (-0 -8) ( 0 ' -8 ") LAB R ID' �9 S T0� 2 4"x24" GR BM. 1 /8 -#7 EMBED 5 -0" INTO FIG EACH END - -may F6 75 j O I l /61\. 12' -0" - 1 ^ 1 2 4 "x24" GR BM. I 1 78 - #8 EMBED .STEP 5 -0" INTO FTG. FTG EACH END - i 1 j ° F -2.1 SIM SCH TIES PER SCHEDULE �- #q Li- FTG /SLAB /WALL DOWELS ® 6 o/c G PANEL 2 4"x24 GR BM. /8 - #8 EMBED I 5 -O" NTO FTG EACH END - -. I r FC K -2. F6.75 0 8 � TYP. U.N.O. 4 " E F SIM I KEY`PLAN } 4 l N o D2OX5 REVIEWED MAY 1 5 2000 REID MIDDLETON,INC. C_g TW iyp aim e 32, ',/, _ c ' LL ',. 3 EO DOUBLE TEES THIS BAY — — — L � � ,- ✓ ./, X / / .1 III TYP — _ — — — — -- s. - 3�m1e _ _ -- THIS GR D - -3sa3� r1 - 3.2 N— / M -3.1 / J-3.1 FLANGE GE � . . r D 3 1 � SIM — — ■ 3.. -- TRENCH PER ARCH UP DRAIN -3.1 TYP -- — - — SIM ! 24" DEEP PRECAST DOU LL TEES CO 4 STRUCTURAL NCRETE TOPPING O SUPPORTS AND VARIES TO 3' O MIDSPAN — — — SLCPE — — — IN — — — — — — — —_— TRANSITION ZONE K -3.1 — — _ _ — I B 3.2 L_ E -3.2 A- 3.2 TEE FLANGE GRID - — — — — — — -- -- -- -- A � _ O- - - _ I HMO TOO. TEE FLANGE 1 CONTROL JOINT JOINT —.. -. -- 7 L 3.1 {7-3.2 I1'+ -3.1 L— OPP LJ -3.1 C -3.1 M } DEEP HANG O EA TEE TOOLED CO FLANGE JO I '.L JOINT • --- TEE FLANGE FLANGE 0 -3.2 TY __ 2, DEEP PRECAST DOU LE TEES 4 STRUCTURAL CON TOPPING O SUPPORTS AND VARIES TO 3" IN 0 MIDSPAN - I ' _ � � t - - - -g- -- - - - - - -- _ 8" C.I.P. SLAB C Sim E-3. F -3.7 SIM. I TYP I NP I ce Mw 2 "o /c .. W ev O B — J Z ( 0 o 7 o W e e e < . 4 T -- _ � �� / L � � ,- ✓ ./, X / / O FACE --- OF STRUCT.' 25 -0" 30. 0" 30. O" 30. -0" 0 4 a 4 a 8 - #6 O 41ro /c O CL LAB FULL LENGTH, 1 4x10 • -0" 0 36 "o /c %7 SLAB GRI�ID 1 19 CENTER Ot{ GRID TO N3 0 15'Q /c O q. SUB B P ( DP'I //4 O 18"o /c 6 - #6 O sp.!O 4 "o /c OIDQ3 rog, 4 8 -y6 0 4 "o/c O CE SLAB FULL LENGTH SLAB REINFORCING PLAN O 2nd FLOOR FRAMING PLAN p 3/32" = ' -O" 1. FINISH FLOOR ELEVATION = TOP OF TOPPING SLAB. 2. VERIFY ALL DIMENSIONS w/ "WGS. 3. REFER TO PLAN THIS SHEET FOR REINFORCING. 0" 30'-0 C -3.1 30' -0" 30 -0" 540' -C" 30' -0" •1 T:: oc3cc 55 KEY PLAN 30 -0" 12 d L ■ 0 Q 0 C W C C z0 TIC ' U x z",', g E— c., .14,- ., .., < P4 ';'' 44 4.„. g l c:. MM / • W 1 n O W a 0 a G h1 n N < _ • < D . ZED • W W W O � • W _ Q W a z a J C 0 -4 sheet x51,3 LI lu . ° - - -SLAB ON GRADE #3 O 5" /c O CE SLAB RA�YP UP ' T (r N If4 O 1E /c y y I UP ' Ter SLA B) 120 - #6 @ 3'oc CE E14- #6 0 roc 1 GRID @2 I #4 0 1210/c ® ^ GRID 0 r - 14 - O OL SLAB EXTEND I / 20' -07 BEYOND 0 NG EACH WAY 14 - #• 0 3 "oc D TO 20 -/6 0 3"0 8 RAMP D 30' -0' it/ 0 b FULL LENG*1 UP RAMP 5- 4x20' -0" i O SLAB a CENTER 0 GI sue GRID O0 -•,- ®- 1 8- #'4 UP RAMP i I Ldz 36'o /c O 1 SLAB GRID 1 � TO 6 - #6 0 SLAB GRID SLAB REINFORCING PLAN N.T.S. 24' DEEP PRECAST DOU LE TEES CO 4 STRUCTURAL N RETE TOPPING 0 SUPPORTS AND VARIES TO 3' MIN. 0 MIDSPAN TO 4" SLAB ON GRADE PER S1.1 . :1 L -3.1 30' -0' 16 NOTES" - 1 1 LL FINISH FLOOR ELEVATION - 10' 4 " Tt OF TOPPING SLAB. 2. VERIFY A DIMENSIONS w/ LS. 3. REFER TO PLAN THIS SHEET FOR REINFORCING. 0 2nd FLOOR FRAMING PLAN Q 30' -0" A 25' -0" 20 -0" A 32 SN. K -3.2 FACE OF S RUCT. �' LJ KEY PLAN Eici b2- REVIEWED REID MIDy IN CI 0 T ^ 1 h 0 >r E < sheet S1.4 LANCE MUELLER ASSOCIATE �tmm ���-�• + �- I - t ',_ 0 I v k A \\ / 4 -J- - ' / / / /,j '/, / i is y // i i1'/ ,'I' 9 1 1 ��7 rt lu . ° - - -SLAB ON GRADE #3 O 5" /c O CE SLAB RA�YP UP ' T (r N If4 O 1E /c y y I UP ' Ter SLA B) 120 - #6 @ 3'oc CE E14- #6 0 roc 1 GRID @2 I #4 0 1210/c ® ^ GRID 0 r - 14 - O OL SLAB EXTEND I / 20' -07 BEYOND 0 NG EACH WAY 14 - #• 0 3 "oc D TO 20 -/6 0 3"0 8 RAMP D 30' -0' it/ 0 b FULL LENG*1 UP RAMP 5- 4x20' -0" i O SLAB a CENTER 0 GI sue GRID O0 -•,- ®- 1 8- #'4 UP RAMP i I Ldz 36'o /c O 1 SLAB GRID 1 � TO 6 - #6 0 SLAB GRID SLAB REINFORCING PLAN N.T.S. 24' DEEP PRECAST DOU LE TEES CO 4 STRUCTURAL N RETE TOPPING 0 SUPPORTS AND VARIES TO 3' MIN. 0 MIDSPAN TO 4" SLAB ON GRADE PER S1.1 . :1 L -3.1 30' -0' 16 NOTES" - 1 1 LL FINISH FLOOR ELEVATION - 10' 4 " Tt OF TOPPING SLAB. 2. VERIFY A DIMENSIONS w/ LS. 3. REFER TO PLAN THIS SHEET FOR REINFORCING. 0 2nd FLOOR FRAMING PLAN Q 30' -0" A 25' -0" 20 -0" A 32 SN. K -3.2 FACE OF S RUCT. �' LJ KEY PLAN Eici b2- REVIEWED REID MIDy IN CI 0 T ^ 1 h 0 >r E < sheet S1.4 LANCE MUELLER ASSOCIATE r,, ,/ , .,,,,,, rw ,, „ „ , r =111=IN:Will=11===1211116=11 sd /z, , A/ / , , , . i 0 E-3.2 I•3.2 .1 1 I 4_62 .2 Le E-3.2 0 - 111 co cD (--6° FACE -- OF STRUCT. 0 _ FUU_ ENCTH suke 4"./c G31010 To 0 , 1 , . I ,4#4,do'-oHo 36"0/c , , E SLAB G ID 1 TO iq - 1 , , CENTER 0 GRID 8 , , 1 , #3 ° 15 o q sLes. I I , , TYP (OPTION #4 0 I 2C-0" 6"o/c10 g SLAB ! / CINTER 0 GRIND --1- I 1 , 1 ' 1 1 1 6-#6 0 q sLABlo 4*./c c 'DOT° 8-#6 0 4'0A 0 SLAB FULL LENGTH SLAB REINFORCING PLAN N.T.S. 30 3rd FLOOR FRAMING PLAN REFER TO ARCH. DRWGS. FOR ELEVATIONS. ® 30 3C-0 3C-0" 30'-0" ' F ' Jil/A`? -(; - STEP PARAPET DI °CO 55 KEY PLAN REVIEWED REID MIDDLETON, INC. ___ I .■ 1, ".., -3.2 =111=IN:Will=11===1211116=11 C -4 ----- =1:11=1Mgr , i N . 1-3 . 1 I L. DA_ 1 H H [7:32 ' I 1 I 4 N-3.II — , I 1 r : 071 33.2 N-3.I - 1 I I 1 t l'4 -3 '193S 213d 3O . 1 •••••--... ! ! , , • , ...... _ rol=t 1=111 24' DEEP PRECAST v CON RETE TOPPING 0 SUPPORTS AND VARIES TO 3" 0 MIDSPAN MIN. — S TY" --- - ------ 1=1:1111=1611=11= 111=11=- =Eli CI-A 1..1. . IL-li3.2 [712 LI-3 I 2 OPP 3.1 . H 24" J-4 1 N iDZA ,:lis: TO7 L - 11 - ° - 1 - ''' --NOTCH j TEE FLANGE 1 MISEINE — . ! I — , DEEP PRECAST DOU LE S w/4t STRUCTURAL — —CON RETE TOPPING 0 SUPPORTS MO VARIES TO 3" MIN. 0 MIDSPAN ---■--- _ A — E-3.2 I•3.2 .1 1 I 4_62 .2 Le E-3.2 0 - 111 co cD (--6° FACE -- OF STRUCT. 0 _ FUU_ ENCTH suke 4"./c G31010 To 0 , 1 , . I ,4#4,do'-oHo 36"0/c , , E SLAB G ID 1 TO iq - 1 , , CENTER 0 GRID 8 , , 1 , #3 ° 15 o q sLes. I I , , TYP (OPTION #4 0 I 2C-0" 6"o/c10 g SLAB ! / CINTER 0 GRIND --1- I 1 , 1 ' 1 1 1 6-#6 0 q sLABlo 4*./c c 'DOT° 8-#6 0 4'0A 0 SLAB FULL LENGTH SLAB REINFORCING PLAN N.T.S. 30 3rd FLOOR FRAMING PLAN REFER TO ARCH. DRWGS. FOR ELEVATIONS. ® 30 3C-0 3C-0" 30'-0" ' F ' Jil/A`? -(; - STEP PARAPET DI °CO 55 KEY PLAN REVIEWED REID MIDDLETON, INC. III i `````` i t o W O SUPPORTS AND VARIES TO 3 MIN. O MIDSPAN C -3.1 r .i 14 - 0 3 ° oc GRID 3 0/ CE�jITER J N GRID ®I --I— #4 O 12p /c O CE S'" GRID 14 — #6I O SLAB II EXTEND 20' -0- BEYOND OPNG EACH WAY 14 —Y• 0 3 - oc 20 -96 0 3'0 B — #4 FULL LEN RAMP DN.1 SLAB REINFORCING PLAN F -3.1 SIM S D SLOPE TRANSMON ZONE D —a 1 3rd FLOOR FRAMING PLAN (D—n NO EFER TO ARCH. DRWGS. FOR ELEVATIONS. 30' -0" B —; SIl1 3EO DO 2_000 25' -0 20 BLE TEES THIS BAY K -3.2 N -3.2 C -3.1 SIM TRIM TEE FLANGE THIS GRID - - -� FACE OF STRUCT. —3.2 OPP E -3.2 I { \ Q q N q Q m �e a ® 9 e_ e ® 7 ® f KEY PLAN REVIEWED MAY 1 5 2000 REID MIDDLETON, INC. 43 0' -0 PER PLAN PER PLAN FP O BAS TYP. NOTE - PAINT ALL EXPOSED STEEL w/3 COATS RUST INHIBITING PAINT PRIOR TO GROUTING. (TYPICAL ALL CONNECTIONS.) • 01 WALL & DOWELS BOTH SIDES O SIM. CONDLTION (GRID 10) SECTION K -2.1 Z4x4x EACH DETAIL a -a RADE i i�:I�Ti #4 TRIM BAR -- GRADE SECTION STEP FOOTING T EDGE OF BASEPLATE 3 SIDES HO 1 } CLR x � PER SCHEDULE SECTION A -2.1 , 0 PER SCHEDULE ALL & FTG. 1 O GRID Migg PER SCHEDULE �CONC. SHEARWALL BEYOND REINF. PER PLAN % EMBO ED FTG: HOOK 18 MIN. INi REINFORCING PER PLAN 'EMBED 2' -0' INTO FTG. /GR BM. ENF. R PLNJ w/ REI PER SCHED. E -2.1 PC PAIL PER ELEVATIONS ROUGHEN WALL PANEL SURFACE #4 I18 O Q SLAB rTO MATCH WALL DOWELS - 3- #4x5 -0" EMBED STUDS EA WAY O TIE SETS PER SCHED. START 2 FROM END OF WALL (NOT REVD. UNDER WALL) LOCATE TYP. FTG. REINF. O TIES. (3- #4 TIE SETS SHOWN. 2- #4 TIE SETS SIMILAR) a■ ti 1 # L J w /#3'- CROSSTIES EA WAY 8 /c U.N.O. 20'x20' P.C. COL. w/8 - #8. TYP. 1' GROUT BED 7 j R 'x24 x2'-0' w /e- "8' WH O 1 AIR R EA WAY PROVIDE AIR RELEASE HOLES AS REVD. - -- FTG. PER PLAN PER PLAN N W.W.F. OR DEFORMED BAR CENTER IN SLAB D" CON BED GROUT HOLD 1 i'CLR GRADE [PER PLAN] ',I:I =11- PER SCHEDULE O SIM. SIZ PER PLAN NOTE: 1. SEE ARCH. DT.. FOR SPECIAL JOINT FINISH. 2.) SOIL SUBGRADE PER SOILS REPORT. MAXIMUM SPACING & LOCATION PER FDN. PLAN SECTION L -2.1 2" x 1 /8" SAWN JOINT ALL & FTG. PER PLAN SECTION F -2.1 O 24 "oc TYf`. U.N.O. REINFORCING PER PLAN EMBED 5` 0 INTO FTG. EA ND TYP. OR CONTINUE THRU SPREAD FTGS. - B" P.C. PANEL PER ELEVS --- # 1 2•- e • O 14 O Ck SLAB #41 O 14 O CL SLAB - 2 -'5 TOP & BOT CONT. 3-#5 TOP & BOT. O 3' -O' FTG. SECTION B -2.1 SI. PER PLAN 10' -o " MAXIMUM SPACING & LOCATION PER FON. PLAN W.W.F. OR DEFORMED BAR CENTER IN SLAB NOTE - SHORE PC PANEL FOR AODRIONAL SOIL PRESSURES WHEN 'H' EXCEEDS 3' -0 OR DO NOT BACKFILL UNTIL UPPER LEVEL RAMP TOPPING SLAB 15 CAST & REACHES DESIGN STRENGTH. i ED CO � -- - [PER PLAN] GROUT GRADE -- OFFSET SHRINKAGE JONT O GRADE BM LOCATIONS AT OPPOSITE SIDE OF DEFORMED BAR AREAS. -- #4 �O 24'oT TYP. U.N.O. SECTION G -2.1 SLAB /FTG. DOWELS PER PLAN -- FTG. PER PLAN NOTE: ARCH. DTLS. FOR SPECLAL JONISH. 2., SOIL SUBGRADE PER SOILS REPORT. INT FI 1/2 "0 x 3' -0" PLAIN BAR O 24 UNLESS CLOSER SPACING IS REQUIRED IN DEFORMED BAR I EAS CUT ONE END w/o FLARE & GREASE SAME END n 11.11.I1.-114#1P11 Amitiminsamit LT =n unn finial _ _. _._ III N=1I=11k1 -II�Ir 1 11.1.1 II IKI A rcJ SECTION C -2.1 HOLD 11,1R. PC PAILS PER ELEVATIONS -e' C.I.P. WALL W/ #6V. 0 8 "oc E.A. FACE & #5H. O 10" EA FACE SECTION o ;> PER PLAN 8 P.C. PANEL PER ELEVS / / - #4 I2._g. O 14 0 Q SLAB AZ �VARIES� VARiS PER ARCH. L SECTION H -2.1 VFY w /ELEV. MFR 8" CI.P. WALL w / #4 VERT. 0 16 0 CL & 4 HORIZ. 10'o /c (3 SIDES) EXTEND FTG. TOP REINF. INTO PR PAD. M -2.1 COMPACTED STRUCTURAL FILL - #4 O 14 - o /c #4 CONT. 2 - TOP & BOT CONT 2 - #4 TOP 1 " = 1 ' - .) #5 0 12 - o /c EA WAY EXTEND 2' -6' INTO j FTG. NOTE: 1.) SEE ARCH. DT FOR SPECIAL JOINT ANISH. 2. SDIL SUBGRADE LS. PER SOILS REPORT. SHRINKAGE JOINT (S.J.) CONSTRUCTION JOINT (C.J.) CLOSURE STRIP JOINT (C.S.J.) TYPE CONNECTION PER ELEVATION HOR. REINF. PER M -2.1 HOOK O FAR END 1' -8" C.I.P. WALL PER M -2.1 IT TYPICAL 0 GRID OO TYPE CONNECTION O CL PC PANELS PER S -7.1. MODIFY FTG. EMBED TO WT15 / 86.5x1' -8' w/ 16 #7x2' -6 PER PLAN SECTION ^ -2.1 = 1'-0 CE EMBED L • PER S7.1 y CONNECTION T 1 I'11 J' tl 1111 = 2 - #4 CONT. SECTION J -2.1 -PC COL / CONNECTION —w .ca PER A -2 -CONC. COVER AFTER PAINTING GRADE SECTION N -2.1 172o0o-oss 3' -4 LONG ,x 4' -10" 'rET w/ 12 #7 (4 EA FACE) & L 4 TIES PER PLAN - FTC. PER PLAN REVIEWED 1,1 k 1 5 2 000 REID MIIDDLETON, INC. l\ = i "x6I1' RANDOM FIBER EINFORCED ELASTOMERIC BEARING PAD TYP. DUROMETER 80 MI , POSITION AS SHOWN HOLD CL 11 R. SIDES #4 L EA CORNER- - 5 - #4 0 O 3"o /c 1" GROUT BED- PER ARCH. CONTINUOUS PRIMARY REINF. THRU COL. TOP & ROT. ARCH. �V } 6 #4 BAR TO PLATE -- CORBEL WIDTH TO MATCH COL. w /REINF. PER SECT. //#e B 6 " \TO PLA TE - PC COL PER PLAN SECTION A -3.1 1' -0" HOLD 0 VOTE HORIZ. REINF. O EXTERIOR FACE OF PANELS SEE SECTION V ON 57.1------ - ROUGHEN PANEL SURFACE 0 COLLECTOR HOLD 1 "CLR. HOLD CL TYP -- NOTCH TEE - - -- - - - - -- REINF. PER PLAN FLANGES 0 COL. a e -3.1 f PER PLAN, NOTF:- SPECIAL TIE SIZE5 O COUPLERS TO PROVIDE DE 11" CLEAR COVER. - LEMON O CORNER B S LY ON PLERS AR # (STOP INTERMEDIATE . ' BARS w /2" COVER) NOTCH TEE FLANGE (NOT SHOWN) 0 COLS. `FLOOR SYSTEM PER F -3.1 NOT SHOWN FOR CLARITY - - 4 - #4 u O 3 "o /c O EACH COL. BLDG SEPARATION PER PLAN SECTION J-3.1 PC BEAM PER PLAN DECK SLOPE O DE SL 3rd FLOOR 3rd CK FLOOR OPE 0 [- BUILT UP CRICKET AREAS 0 j SIM (3rd FLOOR) PER ARCH. (NOT TO EXCEED 3 MAX. THICKNESS * SUPPORT AND SLOPE MIN. " PER FOOT PARALLEL TO JOIST SPAN) PRIMARY REINF. PER ELEVS. (3 /c BETWEEN LAYERS) PER ARCH. #4 0 24 "o /c U.N.O. PER PC SUPPLIER at 2' 0 MIN. INTO BEAM PER ARCH. - PRIMARY REINF. PER ELEVS 5 - #5 CONT. EA FACE EQUALLY SPACED BETWEEN PRIMARY REINF. 2 "CLOP- COVER O LENTON HOOKS TYP. CLOSED TIES PER ELEVS. HOLD 11 "CLOP ALL SIDES r4O" 6 RANDOM FIBER N ORCED ELASTOMERIC BEARING PAD, TYP. DUROMETER BO MIN. POSITION AS SHOWN SECTION Q - u 4 8" PC SUPPLIER NOTE CLOSURE POUR 0 TRENCH DRAIN NOT DESIGNED TO BE SELF SUPPORTING. CONNECTIONS TYPICAL REMEE FLANAS 3 -0- 12`x-12" SEISMIC LOAD COLLECTOR •� - #4 - 1 TIE SETS PER ELEVS ', S) I EX TEND ALL REINF. d p . TO FACE OF WALL/SPANDREL 24" �4" s / TYPICAL THIS PROJECT. #4 Z-1 18 /c - ' c 3 O 4 "o NOT SHOWN FOR CLARITY T HOLD 1 "CLR. ALL SIDES PRECAST "R" BM PER PLAN T BEAM SLGeES OR ARCH. FROM GRID 10 - -® & GRID 10 EPDXY IN PLACE GALVANIZED R z6 "x0 -8" SHIMS BETWEEN BEARING PAD & BEAM LEDGE 0 ALTERNATING "TEE" WEBS TO PREVENT TWISTING OF DOUBLE TEES B -3.1 = 1' -0- PRECAST DBL TEE PER PLAN COLUMN OUTLINE BEYOND BUILT UP CRICKET AREAS 0 "'M (3rd FLOOR) PER ARCH. (NOT EXCEED 3 MAX. THICKNESS ¢ SUPPORT AND SLOPE MIN. }" PER FOOT PARALLEL TO JOIST SPAN) REINF. PER PLAN _ PERS PLAN 1 a . 41" O TEE ENDS TAPERS TO j 3 0 MIDSPAN. VERIFY w /PAC. SUPPLIER. BEARING PAD PER SECT- F -3.1 SECTION K -3.1 DE HANGTAIL ER" TES 0 EACH TEE PER GALVANIZED #5x48" w /LENTON COUPLERS 0 36 "o /c CONT. REINF. PER PLAN 8" PER 8" IRTL 7- TRENCH DRAIN PER ARCH. SLOPE T PER _PLAN .1'. (VARIES O SIM.) NOTF:- ERECTION EMBEDS AS REVD PER PC SUPPLIER NOT SHOWN. - #4 CONT. - #4 #4 - D TIES PER ¢ TEE WE8 BEARING DETAIL 4" B 10" / 4-#4 "HANGER" TIES (2 EACH SIDE 0 3"o /c) 11 #4 I-J TES 8 S C 0 3 o/c 12 /c BETWEEN BE 14,-tEDSE TIE DETAIL SECTION F -3.1 -' S) = 1 -0" / SLAB ON GRADE JOINT OPTIONAL - SLOPE R cow) COMPACTED STRUCT FILL PER GEOTECH PC WALL PER ELEVATIONS' TOP OF WALL O SIM CONDMON (3rd FLOOR) - PC PANEL w /REINF- PER ELEVATIONS - - -. 2 - CLOP. COVER O LENTON HOOKS TYPICAL 1 HOLD_ i + "CLOP SECTION HDRIZ REINF.- HOOK DOWN O FAR SIZE OF COL 0 ELEVATED DECK HOOF WALL REINF. INTO SLAB #4x6' -0 0 24"o /c 0 Ct GRID o REINF. CONTINUOUS - NOTE - PROVIDE SHORING AS REQ'D DURING BACKFILUNG UNTIL SLAB ON GRADE & TOPPING SLAB HAVE REACHED DESIGN STRENGTH. SECTION L -3.1 "t PER ELEVATIONS HOLD "CLOP. -- ROUGHEN SURFACE 0 WALL/ SLAB INTERFACE GALVANIZED #5x4' -0" w /LENTON COUPLERS O 36 /c 0" 10 ADDITIONAL REINF. PER PLAN DECK SLOPE O II 3rd FLOOR HOLD REINF. PER PLAN EXTEND CLR TO WALL. TYP. " BEARING PAD ' PER SECT. F -3.1 #5 CONT. HOLD 11 - CLOP. ALL SIDES #4 CONT. 9-#4 3/ c 4 O EA 2 "o /c "TEE WEB" BEARING LOCATION # 0 BETWEEN GROUPS PER SECT. F -3.1 TER. 1 !! .1 .0111.001101411 NO,W1010110000■ 2 -16 TOP EXTEND - . 4' -0" MIN INTO', PC PNL #3 0 6 /c 2 - #7 EXTEND MIN. INTO PC PNL. Y •2v C -3.1 3'-0' #5 16 "o /c - r C.I.P. SLAB PER PLAN -, • o � BEARING PAD PER SECT. A -3.1 CORBEL WIDTH TO MATCH COL w /REINF PER SECT. A -3 -1 SECTION G -3.1 w PLAN .� O (VARIES PER O SIM.) r 1 9 1 SECTION M-3.1 WALL BEYOND / #4x10' -0" O lob /c O Q TOPPING SLAB O OPENING. CENTER O WALL 12" DEEP LEDGER w / #4 CLOSED TIES /SPACING PER SECT. F -3.1 TOP OF OPENING O SIM. (3rd LEVEL) VARIES 1 PER PLAN, PER PLAN PC BEAM PER PLAN 7:; DWQ PC BEAM PER PLAN - -' - PAR PLPN VARIES O SIM. TOP OF SPANDREL (TOP OF SHEAR WALL SIM (3rd FLOOR) VPRIES PER PLAN - - CONC. CURB PER ARCH.- 10' FACE OF PNL. - - -y / r - v L if AMMO .. ..005169semosswarawArmsner LENTIN COUPLERS PER SECT. C -3.1 - -, ut 3 SIDES - _ it CLOP #4 7: 0 CE PNL 0 EA EMBED EXTEND 16 MIN BEYOND STUDS ALL / SIDES. SECTION D -3.1 CONONUE 3 - #8 FULL HT TO BEAM SEAT ABOVE -- 3- #8 TO BEAM SEAT PROVE EMBED 4' -0 INTO PILASTER BELOW ALIGN w /FAR FACE'S 3 - #3 4 -I 0 6 "o /c FULL HT TO BEAM SEAT .0 20 "x20" EFFECTIVE PILASTER w /REINF. PER SECT. A -3.1 -� ROUGHEN SURFACE O . TOP OF WALL NOT REQ'D O TOP O ) EXPANSION JOINT BLOCKOUTS PER ARCH. (3 "x3" MAX) - PER ELEV. SECTION I BLDG SEPARATION PER PLAN TOP OF PC PNL 0 SIM. (3rd FLOOR) r-- BUILT UP CRICKET AREAS 0 j SIM (3rd FLOOR) PER ARCH. (NOT TO EXCEED 3" MAX. THICKNESS • SUPPORT AND SLOPE MIN. *" PER FOOT PARALLEL TO JOIST SPAN) PER PLAN_. LENTIN COUPLERS SLOPE 0 SIM PER SECT. C -3.1 BEARING PAD RIER SECT. F -3.1 - LEDGER PER SECT. C -3.1 BLDG SEPARATION PER PLAN H -3.1 NOTE: - SEISMIC COLLECTOR REINF. PER SECT. STOP 0 BE- y ._ e . -- #5 3 0. 0 8 0 WALLS HOLD O CL WALL /BEAM /SLAB EMBED 2' -6" INTO WALL EMBED 1' -6" INTO BEAM #4 0 24 "o /c TYPICAL 8" P.C. SPANDREL w /2 - #5 TOP 4 - #6 BOT w /8 - #3 0 6 "o /c O ENDS w /BALANCE 0 12 "o /c. EGIN 2" FROM FACE OF SUPPORT.- - ,2 -0" VFY 1 NOT SHOWN FOR CLARITY 1147E: REMAINDER PER SECT. J -3.1 FULI- HEIGHT SHEAR W �T CONDRION (3rd FLOOR) A SECTION N -3.1 4 "oc - SI REVIEWED (IA° 1 5 2000 RE D MIDDI ETON, INC. 61' 1 1 ,61LER ARCH. (I#3 04 ". NOT SHOWN FOR CLARi PER ARCH. PANEL PILASTER BEYOND 4 8' PANEL PILASTER BEYOND HOLD 2 "GLR. B' EINF. ER PER PLAN / w /REINF. PEP. ELEVS. t' 34 - #4 r TIE SETS O PANELS J & A EQUALLY SPACED (REMAINDER PER ELEV.'S) • NOTF:- ` O PANEL 2 DO NOT LOCATE 0 STAIR WELL DISTRI , EVENLY SOUTH OF PANEL jib SECTION A -3.2 SECTION F -3.2 = 1' -0- SECTION L -3.2 NOTE, VERTICAL BAR MUST EXTEND TO TOP OF WALL USE OPEN END BLOCK OR CUT END SHELL AS REVD GROUT TO TOP OF COURSE PER ARCH. PER ARCH. VARIES_ 2" CUR. HO 1 #3 0 4 "oc NOT SHOWN FOR CIARRY 2" CLR. PER ARCH. 8 SPANDREL . /REINF. PER SECT. E -4.1 PER ARCH. SECTION B -3.2 — 8" CMU w/ V 24 "oc 0 rk (EMBED #5 2 ' -6 0 INTO PC BEAM) & 2 - #4H. 0 40 ". IN BOND BM. -- PC BM w/ REINF - (NOT SHOWN) PER ELEVATIONS EY — #51 0 12 "oc -- FACE OF SHEARWALL BEYOND #4 0 , 6 "o /c 0 SPANDREL r # n — r ® 16 "o /c 0 SPANDREL I REINF. PER PLAN. EXTEND TO SPANDREL TYP.— ( SECTION G -3.2 PER PLAN_ _PER ARCH. VARIES PER ARCH.� 1 LygSE; REMAINDER 1 l PER SECT. N -6.1 8" PC SPANDREL PER SECT. A -3.2 -- D -3.2 0 BLOCKOLT PC PANEL 34" WIDE & EXTEND BEAM FULL REINF. PER H- 3.1 - - 4 a' BEARING ON WALL- 1' -6" SECTION H -3.2 - -- C8z11.5 CONT. 0 ALL STAIR OPNGS w / #4X2' -6" 024 "o /c0 C. SLAB, SECTION M -3.2 SECTION N -3.2 SEISMIC LOAD COLLECTOR PER SECT. B -3.2 NOTCH O COL f — CONTINUE 6 - #9 THRU BEAM NOTCH NOTF'- PC SUPPLIER NOTCH BEAM TO DIMENSIONS SHOWN TO CLEAR COLLECTOR. 20 WIDE CORBEL PER SECT. A -3., SECTION C -3.2 S' O -6' #5 f — 12 ° o /c O PC PANELS THIS GRID .r COLLECTOR IT N -3.1 BEYOND. / OOU O BAM/ W CK PANE L N REOD- T/PICAL COL /SPANDREL REINF. NOTE SHOWN FOR C:i�RfiV WALL 'NE BEYOND PER PLAN_ ADDRIONAL REINF. PER PLAN 0 Q SLAB - PC BEAM PER PLAN S -0 #4 0 18 0CE SLAB & PC PANEL - ---- DESIGNED TO BE SELF SUPPOHDNG NOT SHO SECTION D -3.2 0 TYPICAL 18 "x18" COI. SECTION _I £ SECTION J -3.2 ( (PC a PPL,ER . - CLOSURE POUR NOT ® 18 "o /c SLOPE 'SEISMIC LOAD COLLECTOR REINF. PER PLAN 8" PC SPANDREL PE PANEL PER ELEV. - -i- - -\ TYPE CONNECTION #4 a 3 - #6 EA FACE 18 "x3' -2" COL SECTION ) 2&bD o ss MAX. DEPTH TOO LED /SAWN DI O CL PRECAST JOINT SEAL PER ARCH. L - 4 8" 10" SECTION K-3.2 CE PERCAST JOINT - 8 PC SPANDREL PRECAST TEE FLANGE -' -BACKER AS RED DTL. e 1 DTL. e2 SECTION P -3.2 SECTION 0 -3.2 CONNECTION REINF. PER PLAN 0 SLAB / CONTINUOUS ACROSS JOINT TYP. PANEL TRIM REINF. r SPANDREL PER ELEV. FULL I LEDGE BELOW HT. REVIEWED 3 - #9 — #3 TIES w/ SPACING SAME AS SECT. D -3.2 — 2 - #5 REID MIDnl ETON, INC. 1 i [PER ARCH.] PC PANEL w /REINF PER ELEVATIOilS - - VARI HO 0 ELEVATIONS "CLR. SECTION EMBED R }"x5'(0 -8" EA END wf2 -p { 0x5" WHS OSGA® 0 T.S. 3}" 3 4 DIAGONAL BRACE PER PLAN -- - -- TYPO P.C- PANEL NOTE RMAINDER \ \\ PER SEECT. C -.,.1 GALVANIZED #Sx3F, LENTON COUPLERS O 36 "o /c ADDITIONAL REINF. PER PLAN ALL SIDES #4 CONT. --- 9 -#4 0 3'o /c O EA - TEE WEB' LOCATION O #4 O 12'6/c BETWEEN GROUPS PER SECT. F -3.1 A -4.1 n 1.1 II 1 SECTION E -4.1 LENTON COUPLERS PER SECT. D -3.1 0 18 - o /c VARIES L 4 -#6 BOT. od Z I-O - (VARIES O SIM.) PER ARCH. TOPICAL TIES PER ELEVATION START 2 FROM FACE '- 2 -g5 TOP COL- - - -- -' #4 EA FACE 3 PLACES w /ES SPACING BETWEEN PRIMARY REINF. PROVIDE ADDITIONAL 4 - #4 TIES 0 3 /c CENTERED IN COLUMN CORE 6 PER ARCH 7' [8x8xgx1 -o w/2-ft i "Q O 6 ° GA R ° x21 ° x2 1 -6 w /12 -y ° 0x7" WHS O EA WAY (4 ROWS OF 3) O TEE WEB BEARING #4 77 O Ce PNL O EA EMBED EXTEND 16' MIN BEYOND PERIMETER STUDS ALL SIDES. VARI - PER PLAN 3 SIDES 5 m � FACE OF PNL - - -- PER ARCH. CIF EXTEND 3 -#8 COL. BARS 0 EXTERIOR FACE. FULL HT INTO PARAPET FINISHED FLOOR PER PLAN 7 r FLOOR SYSTEM PER F -3.1 NOT SHOWN FOR CLARITY -- i 6 - O 1 o IN EAC C OL . C RE 10' n II 1 .57 MrACIASSONWAVASVAOPY SECTION B -4.1 LEDGER PER D -3.1 STOP COLUMN } NOTE: - COLUMNS O GRID C ,, C -,0 (2 PLCS) C -17, up--170, & B. - EXTEND FULL j HT TO PARAPET (6 COLUMNS TOTAL) SECTION F -4.1 L, PER PLAN SLOPE (SEE NOTE ON D -3.1) -� O COL. REINF. TYPO -, O 4 FULL T. -. _.._. ..._- DETAIL 4 -g6 0 4 EMBED 3 INTO COL EXr..ND 3 INTO CLOSURE SECTION G -4.1 DTL 6° GRID — 10 - #4 (5 EA. FACE) 0 8 ° 0A DISTRIBUTE UNIFORMLY OVER BEAM DEPTH. EXTEND HOOK 5 EQ EQ EMBED 2 -6' INTO BM. OFFSET - - ADJACENT BM. REINF • SECTION C -4.1 20 4.! 8' CLR. PC WALL PANEL PER PLAN w/ REINF. (NOT SHOWN) PER ELEVATIONS -- ADDITIONAL #5 0 HOOK- I- 6'08" NEOPRENE PAD \ PER SECT. A -3.1 GAL, R T"x2O"x1' -8" w /4 -'a "0x8 WAY WHS O 12 "o /c EA ��- P.C. COL PER PLAN CLR. PER PLAN - -- BEARING SEAT PER A -3.1 r-PC "T" BEAM -� PER P L A N SECTION H -4.1 2 -//6 (1 EA. CORNER) -20" WIDE PILASTER P.C. PANEL PER ELEVATION - CONDITION SAME OTHER ENO.- 3" CONC. ON 22GA B- FORMLOK DECK -- W14x22 O MID SPAN SECTION D -4.1 BOLTS i w /4 -} x6" WS O 9 "o /c .._.._. _. rD zoto - o53 16 PER ARCH. -- REINF. PER PIAN i "x8 11 x1' -S w /4 -Tj6 O 4 "o /c -� -- 20 °x20 PILASTER w / RE INF . PER CAST NO" NO LITHICALLY PC PANEL. 1 - L3x3x((�� 6° T'P_ w /4x2' -6" ® 24'o /c 7012" NX.11.61.41N WASSPX401665 EN SS re /940" ONT R }x3" , 0x8" WHS O w 4 "o /c 8 "C. . =2- #4 O 24 "o /c IN BOND BEAM TYPO - #5 0 24`6/c 0 CL EMBED 2' -6" INTO PC PANEL. PER ARCH. LEDGER PER SECT, M -3.1 SECTION J -4.1 PER PLAN 0 , l - -t-- P.C. BEAM PER PLAN PER ARCH, REVIEWED mAY , '000 REID MiDDI-ETON, INC. o m 8 m 7 I 8" B' —D ..J C -3.1 !— t4 HOIZ. O I i6 °o / c R EA FACE 1 '-- 10" WIDE 1' -" DEEP LEDGER TYP. U.N.O. REINF. PER Li �� REINF. I C_3 PER REINF. PER - I �� = ',1 VER O 14 "o EA FACE i 1 1 24 ' -11" [PER ARCH.. PER ARCH._ PER ARCH. PER ARCH. PER ARCj 9 [PER ARC - 18" 10' (1 =12" FULL HT.) TYP- - _ ii ' 0 1 PE RE INF_. V a 1 w e ° <E 0 I 1 4 B 1 fl - 18 PER PLAN 30' -0" REINF. PER a 0 30' -0" 0 t = VARIES PER ELEV. (INTERIOR FACE (LUSH) `- COMPATED STRUCTURA L FILL 63' -2" 10" 10" Ty, 8" SPANDREL M/ REINF. PER SECT. B -3.2 WEST ELEVATION 1.) REFER TO ALL APPLICABLE SECTIONS /DETAILS FOR ADDITIONAL PANEL EMBEDS /CONNECTIONS NOT SHOWN. 2.) NEW FROM INTERIOR SIDE. 3.) REFER TO ARCH. DRWGS FOR ALL REVEALS/ACCENTS ETC. 4.) PANEL CONNECTIONS MARKED THUS: \ ^ / REFER TO SHEET S7.1 30' -0" ' 6i 32' -5" 32 -5" R.O. R.O. 0 30' -0" i " = 1' -0" 1.) REFER TO ALL APPLICABLE SECTIONS /DETAILS FOR ADDITIONAL PANEL EMBEDS /CONNECTIONS NOT SHOWN. 2. VIEW FROM INTERIOR SIDE. REFER TO ARCH. DRWGS FOR ALL REVEALS/ACCENTS ETC. 4.) PANEL CONNECTIONS MARKED THUS: \ ^ / REFER TO SHEET S7.1 -3.2 NORTH ELEVATION = = B 30' -0" REINF. PER E 0 30' -0" 0 LEDGER SLOPE TRANSRION ZONE - j . 63' -6" REINF. PER n 0 30' -0" 30' -0" 0 PER PLAN 0 NORTH ELEVATION 1.) REFER TO ALL APPLICABLE SECTIONS /DETAILS FOR ADDITIONAL PANEL EMBEDS /CONNECTIONS NOT SHOWN. 2. VIEW FROM INTERIOR SIDE. 3. REFER TO ARCH. DRWGS FOR ALL REVEALS/ACCENTS ETC. 4.) PANEL CONNECTIONS MARKED THUS: \ ^ / REFER TO SHEET S7.: CONTRACTOR S1 1 7 NOTE O PANEL 35 =8 "TYP. 0 0 I REINF. PER (L w 0 30' -0" 7i L SLOPE C c if O 0 W 11 - o . O SLOPE /2 -� REIN 'N PER O 0 0 25' -0" REINF. PERM 20' -0" 0 25' -0" 0 CONTR NOTE O ACTOR PANEL L 35 1.) REFER TO ALL APPLICABLE SECTIONS /DETAILS FOR ADDITIONAL PANEL EMBEDS /CONNECTIONS NOT SHOWN. J .) VIEW FROM TEOR IDE. REFER i0 AR RI DRWG FOR All REVEALS/ACCENTS ETC. 4.) PANEL CONNECTIONS MARKED THUS: Imo/ REFER TO SHEET 57.1 30' -0" REINF. PER (�I OA 0 � 2__DD D55 30' -0" 5 NORTH ELEVATION 1 REINF. PER 30' -0' 0 30' -0" 6 REI PEI REVIEWED r tila I . ; ?ono REID MIDDLETON I JC. T W 4 X0 V z O 7,‹D O <=4;j A H 0 W �/ W N sheet ., '717.- — i 11111111111111111 MI 40.415W REiNF, FLOOR LINE ---,,,-, 1 7-- R — - -WE ----- \ 110 REINF. r.,-,---,,,---,_ — SLOPE FAR SIDE SLOPE/2 : =:I ....._ .,-....-. . lo — - ., '717.- — i ' RECESSED I — 111 '-'----I — sT - — ..-! _C) 1 2 lo . g I I e . , I . — 1 0"x1' -2" LEDGER - V PAc1 -___ 0 __---e-.0" --___---- --- I ----,-I ,---- t I - ---- RECESSED 0 A -'; 1. ,2 # E!A — _—_ _ _ _ 1■12 V L • - - • 03 t ?=1 I (2 -:---s- EA FACE ) - -- -- - - PER E - - - -- -,,--- - - - - 1 .... 1 _----- - -I--- i ' Ls., — - - --I- ., '717.- — i ' RECESSED — 111 '-'----I — sT - — _C) 1 2 . e ------ ---- 0 — -- - B-32------ ---- I . L 11 - V PAc1 -___ 0 __---e-.0" --___---- --- I ----,-I ,---- t ---- RECESSED L 1m °-"-- '°--- I 0 0 j t_ .. 2 L • - - • 03 t ?=1 __, ._ _ - - e E ' ; # F 7 ACE - 20"x20' PILASTE w/REIN, PER li e e 6 , i - -- I L__ „s [PER] #4 TO MATCH , HORIZ. REINF.--- [PER ARCH.] 4-#7 0 , EA FACE VA [jp' 8 [L'ER ARCH.] PER PLAN t = 8" 0 22 19'-0" EA FACE - - 2 5 5'-0 5' -0 ° 5 TYPICAL BEARING EMBED LAYOUT PER 0-3.1 R.O. 12 TIE.SETS (2nd LEVEL) • #4 TO MATCH . - HOR,Z. REINF. TYP Apri, I 8 I L.9 HORIZ. 0 14/c , EA FACE '6 - P R PLAN 7 F ar.. N 1 N-3.1 REINF. PER EAST ELEVATION (ON GRID 10 40-#4 nE sus. (EA LEVEL) 2 r il B-3. 3 EA FACE \ F A REINF. PER M 15 PER PLAN 15 EAST ELEVATION (ON GRID TYPICAL NOTE, 1.) REFER TO N_L APPLIC.LE SECTIONS/DEIN/LS FOR ADDITIONAL PANEL EMBEDS/CONNECTIONS NOT SHOWN. 2.) VIEW FROM INTERIOR SIDE. 3. REFER TO ARCH. DRWGS FOR ALL REVEALS/ACCENTS ETC. 4.) PANEL CONNECTIONS MARKED THUS: REFER TO SHEET S7.1 33 REINF. PER N-3.1 EA FACE-- R.O. ° [PER .CH.] -- 4____ 11E SETS (2nd LEVEL) "!-- - - REINF. PER --4 TO MATCH #4 TO MATCH , SECT. N -3.1 ; HORIZ. REINF. TYP ' HORIZ. REINF. TYP_ _ --■-- - ---- - . i _ I 147vc,' ■-• EA FACE - 4-#7 EA FACE 2 0"x 2 0 ° PILASTER ' PER P LAN SECT. A-2.1 /REINF. PER EAST ELEVATION (ON GRID)) F 6-12 101_27 20 t= 8' 19- #4 0 12 2 EA 6 ,FACE w/#4 TO MATCH 0 EACH FREE END & OPNGS tar: = t =. VARIES PER ELEV. (INTERIOR FACE FLUSH) 1 w-o- / • LEDGER SLOPE / SLOPE TRANSITION ZONE 7 ' SLOPE/2 [PER ARCtis, E STE_ , SLOPE Zr SLOPE/2 FAF,t t = 10' NORTH ELEVATION (ON GRID 20 20"x20" COL w/ REINF. PER A-2.1 1-15 EA FACE 0 tCHEND. // *4HORI FACE TO MATCH HORIZ. REINF. t ( N E F ATE k EAST ELEVATION (ON effir,.0 N-3.1 24 -1 'S R.O. #4 TO MATCH z0 4-#7 EA FACE t P R PL. PER ARCH. P. .CH. t = SOUTH ELEVATION 2g-mis7usEloR ELEVATION PANEL BEYOND IS 1' -4."± HIGHER 26-44 TE SETS(2nd #4= TO MATCH E N 1 REM, TYP THAN LINE SHOWN ON PANE (MAE' DECK IS WARPED). TO LOCATE ELEVATIO OF TEE BEARING .GLES 0 GRID a.) .• 1.) LOCATE ANGLE SEAT FOR LOWER TEE WEB TO FOLLOW SLOPE UNE. 2.) LOCATE ANGLE SEAT FOR "UPPER" TEE WEB 1" HIGHER NAN rIN raTOZ. TRANSMON DOUBLE E) PROCEDUPF WILL RESULT IN I TEE FLANGE 'STEPS' 0 GRID B AND PREVENT "TVASTING' OF DOUBLE TEES ACROSS THE SPAN. „ ,, o _IEIR PLAN nE SETS (EA U.) 4-17 # FACE PER PLAN NOTE' - PROVIDE SHORING . REO'D UNTIL SLAB ON GRADE & STRUCTURAL TOPPING ARE CAST & REACH DESIGN STRENGTH. , cD t = 61" JETTRCH.I [PER ARCH] PER ".7 - 0 : 4,fER ARCHJ 101,4,/ t ,D2ER Ai321] , o z.. 16-0/c TYI0C0 - 055 EC/ WEST ELEVATION (ON GRID 14 )) zR REINF PER EXCEPT PLASTER LEDGER SLOPE TRANSITION ZONE t = 10' #5 VERT. 0 14"o/c \\ 0 Q r #4 HORIZ. 0 12/ t = 6+' 5'-cr' Q t = VARIES PER (INTERIOR FACE FLUSH ) #5 VERT. 14 SOUTH ELEVATION REINF. PER -SECT. N-3.1 EAST ELEVATION (ON GRID)) BLOCK° T WALL PANEL FOR .LL SPANDREL BEARING / yT 12"o/c CONTRACTOR NOTE ELEVATION 0 THIS PO. IS IDENTICAL TO ADJACENT POINT 0 PNL REINF. PER -44 SECT. N-3.1 N-3.1 R.O. NORTH ELEVATION (ON GRID JT. 30 0" JT. 451 t = 8' t = VARIES PER ELEV. - (INTERIOR FACE FLUSH) #4 PER PLAN t = 10 t = RI" TY REVIEWED MAY 1 5 2000 REID MIDDLETON, INC. 1 z 0 Q 4t z 0 H 1 1 TYPICAL GROUTED 18%2 COL. CONSTRUCTION JOINT PER SECT. E -3.1 - -- 0 HOOK ALl HORIZ. BEAM BARS T F AR SIDE OF CYPICAOLUNN L 0 END CONDITIONS T 20) - -EXTEND COL TO TOP. 20' -0" r10 "xt' -0" COL. LEDGER yam_ ',, 12 P.C. BEAM -, PER ARCH.] 18 "x 2' -4" COL. E0' -01 30 -0" I� EXTEND COL. CL COL. TO 10k p PER ARCH REINF PER o1 7 /c 10 O 7 "o /c 4 TIES BALANCE 0 #4 TIES 12 ° 0% 2 - #7 CONT. -. - 2- #7x20 CENTER MIDSPAN MATCH. FRAME ELEVATION 30-0" EXTEND COL TO ,- END OF COLUMN THIS LOCATION TOP. TO FOLLOW PC. PANEL PROR. PER S5.2. 24' -1 " sTPER ARCH.]__ o- -- FRAME ELEVATION (I) 25' -0 12•6, p 1Z' -6 ... C JT. 12 P.C BEAM -, 2 - #9 CbNT 2-/8x20 6• t - #5 HORIZ. EA FACE EN CTER EO SPACING BETWEEN, GRID _ PRIMARY REINF. jt 18 "x18 P.C. COL. TYP /8 - #3 LONGITUDI (3 EA FACE) w / #4� 0 4 ° o /c FULL HT & I CROSSTIES TO 30' -0" 15' 0" E JOINT 10 -0" BALANCE 0 #4 TIES 12 "o /c 30' -0 15' -0" C JOINT 15•_0- L 30-0 REINF�� PER L'/ 30 -0 12" P.C. BEAM - r.1 , TYP TIES BN.ANCE O 'I I. BALANCE 0 #4 TIES 12"o /c i1 , 12 2 - #7 CONT. -- ' 2- #7x20' 0" • CENTER O MIDSPPN 30-0" REINF PER �4 EXTEND COL. TO TOP. I T _IIoI " --0 FRAME ELEVATION 15' -0" FRAME ELEVATION ® FRAME ELEVATION 30-0" / 18 "x18 P.C. COL TIP w /8 - #5 LONGITUDI (3 EA FACE) w / #4 ( 0 4••"IIO /c FULL HT & #3 CROSSTIES TO MAT H. 15' -0 TYPICAL PRECAST CONCRETE FRAME NOTES 1.) REFER TO APPLICABLE SECTIONS FOR ADDITIONAL REINFORCNG NOT SHOWN. 2 PROVIDE 3 BETWEEN LAYERS 0 PRIMARY REINFORCING. 3. ALL COLUMN CENTER LINES ARE 0 GRID U.N.O. 4.) FRA: - TIE CONNECRONS AND OTHER EMBEDS SHOWN THUS: REFER TO SHEET S7.1 FOR DETAILS 5.) REINFORCING CALLED OUT ON LOWER LEVEL IS SAME FOR UPPER LEVEL l JOINT 15' -0 CONC SHE �- - -� PER PLAN - - 30' -0" REINF PER o4 15' -0" FRAME ELEVATION ® FRAME ELEVATION O. = 1 ' - O" 30-O" 30' -0" CE JOINT 15' -D" Proo4 FRAME ELEVATION DEEP KEY O SLAB - - -- FRAME ELEVATION REINF PER 1@ 25' -0" JOINT 12' -6" 30 -0 NOTF:- BEARING LEDGER NOT RELIC THIS BAY. Ct COL -- EXTEND COL. TO TOP. REINF PER o1 FRAME ELEVATION 5 EXTEND COL. TO -1 TOP. 1 1D53 REVIEWED MAY 1 5 2000 REID MIDDLETON.INC. 0 - w 0 0 j) z 0 LU w 1 W z 0 sheet s -1 TYPE ® CONN. TYPE ® CONN. EDGE BARS t R x i"xo' -s'w/ 2 - # "0 x 6" W.H.S. ® 4 "o /c TYP. U.N.O. - - E 4 "x "x t' -0' DEEP /3- "0 6" W.H.S. �1 s CONN. A .e TYPE NOTE: REFER TO SECTION N -2.1 FOR MODIFI 0 BASE PLATE FOR E CONNECTION O GRID 1G 6 PLACES) R ES F WEB 3 SIDES L_ P14TE: USE kx f� 1 ANGLE ® E � - CONN. 1" WELD TYPE © CONN. fE EMBED END OF PC PANEL PER PLAN TOP FM. PLAN WT15.36.5x 1 -3" w/ 3-#7 � +. , 2' EC/ EQ EQ TYP. 0 L4 x 4 x }" x 0' -6" w/(2) #5 x 3' -0" O 4 "o /c TYP. UN.O. USE x 1' -0" w/ 3 #5 3' -0" O 5 "GA TYPE t9 CONN. t —L } 1 W1 D ANGLE TYP. U.N.O. HIM 1 III I rFHi II BLOCKOUT AS REO'D O IMERIOR FACE J TYPE © CONN. 1 y' -- R " 1 12" ® CL PNL 1 1'1 / - /)7x6' -0" 0 3 "o /c I (4 EA SIDE) OF PNL '} "x10 "x1' -0' —� —SHEAR DOWELS SETS PER PLAN BETWEEN HOEDOWN CONNECTIONS ▪ ROUGHEN SURFACE ▪ FULL LENGTH TYPE © CONN. TYPE 8 CONN. P.C. PNL PER ELEVS. O.S. FACE L6x44 w( 2 12€"4. 3 - 6 "H. O do 2 /6 x 2 "GA ®CE BRG. PAD /5 6"x0' -6' BRG. R w 2 2 #6 x O 2 "GA CLR DTL c -c TYPE © CONN. TYPE 0 CONN. (U;, 2c: O.S. FACE OF WALL i R vEf�f. EQ. EQ. ONE CURTAIN REINFORCING (U.N.O.) SECTION III STEEL EACH FACE ® TYPICAL CONDITION SECTION IV TYPE K CONN. STEEL EACH FACE w /HORI2. REINF. PLACED 0 EXTERIOR (TYP. 0 PANELS SECTION V TYPICAL WALL REINFORCING PLACEMENT m REVIEWED M AY 1 3 2000 REID MIDDLETON,INC. 1 @111111 z 0 1- 1 LI 1 z7 O LU 0_ fA 4 10 sheet 51,1 DECIDUOUS TREE PLANTING DETAIL No Stole SHRUB PLANTING DETAIL No Scale NOTES PLANT LIST LAWN / PLANTING BED DETAIL No Scale GROUND COVER SPACING DETAIL No scale- Triangular spacng dlseas�d and broken branches IE acute steel wire through' clear vinyl hose $blow first crotch 2x2 wooden stakes grou Iy driven iota nd. Stain brown. Doter basin with 2" mulch urFaced planting pit 1/2 topsoil. 1/2 native soil, water thoroughly, fertlllze 1. Subgrades, Including berms, to within I /IOth foot provided by General Contractor unless otherwise noted. 2. e bgrade shall be scarified or rotatIlled If conditions quire. 3. 4" depth 3 -way topsoil or equal In all planting areas. 4. 2" depth fine grade bark mulch In all planting beds. 5. All plant material sll e healthy, full and conform USA to standard nursery st b latest edition. b. Plant material or size or kind not available may be substituted only with approval of Landscape Architect or Owner. '1. All mass plantings shall have triangular spacing. 8. All tree pits shall be Inspected to Insure proper drainage. 9. Positive drainage shall be maintained. Mound planting areas minimum 12 ". 10. Shrubs nless w aheelstond tree minimum 42" from curb for car overhang us noted. 11. 8" wide bark mowing strip where lawn Is adjacent to building. 12. Landscape Contractor sha11 maintain site until final Inspection and acceptance by Owne. BOTANICAL / COMMON Platanus acerfolia / London Floss Tree 2" Gal. BBB unus cerasifera ' Newport ' / Newport Plum 2" Gal. B4B Pyrus calleryana ' Chanticleer Pear ' / Chanticleer Pear 2" Gal. 555 Acer rubrum ' Armstrong ' / Armstrong Maple 2" Gal. 545 Thu)° plicata ' Excels° ' / Excels° Red Cedar 7' min. 545 • Arbutus unedo ' Compact° ' / Dwarf Strawberry Tree 5 gallon Juniperus chlnensis ' Pfitzerana Gompacta ' / Gompact Pfltzer Juniper 5 gallon O Pieris japonica ' Mountain Fire / Mountain Fire Pieris 5 gallon O Prunus L. ' Otto Luyken ' / Otto Luyken Laurel 21" min. Hypericum / St Johns Wort 4" pots 5 24" O.G. l Existing trees to remain Alb o it i& A ��woo�o izle� °o°csea OO ink o co °u°occo°�o°oO°n'o��l�o�ooco�co o �oo co on ru .� G� _ .. v-r rr.. r�.. a. �.r. �«.. s....+.« H,:.° ar asoe .T.°i� °_ew" :',�� E= i e�� s.�Aw4�f: �. e. 5... 9�e. �o, 3, co .�.c'dco,,,:oc��o�coo�o��e +��T z � � 4 ■ 1 EXISTING LANDSCAPING TO REMAIN NOTE BIDDER DESIGN IRRIGATION SYSTEM. IRRIGATE ALL NEW LANSGAPED AREAS. RECONNECT EXISTING SYSTEM FOR A I00% OPERATIONAL SYSTEM IN ALL PLANTING AREAS EXIISTENG GROUP HEALTH FACHLETHES V/OCa055 LANDSCAPE PLAN 0 15' 30' 60' STATE OF WASHINGTON REGISTERED +SC' AR ITECT KEN LONE' \ / CERTIFICATE No. 963 8' HIGH CHAIN LINK FENCE DETENTION POND = MAIN STREET DESIGN LANDSCAPE ARCHITECTURE 110 Thi t Ave. N. (425) 771 -4809 Ed71,77d5 WA 98020 (425) 771 -5728 Fax z J a m z o Xm:. p c l 0 b sheet L-1 f y 5 2 2. 1' =50' 25 50 IM- 00 CALL BEFORE YOU DIG: 1- 800 -424 -5555 CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY. PURSUANT TO VIAC 332 -120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902 -1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504 -7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. UTILITY CONFLICT NOTE CAUTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE N 1- 800- 424 -5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. KING COUNTY TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES APPROVAL OF THIS TEMPORARY EROSION AND SECIMENTARON C ONTROL (TESL) PAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD O DRAINAGE DESIGN ( E.G., SIZE AND LOCATION OF ROADS, PIPES, RESTRICTCRS, CHANNELS. RETENTION FACILITIES, UTILITIES. ETC.). THE IMPLEMENTP.iION OF THESE TESC PLANS AND THE CONSTRUCTION, M4INTENANCE. REPLACEMENT, AND UPGRADING OF THESE TESC FACILITIES IS THE RES.°ONSIBILItt OF THE APPLICANT /TESC SUPERVISOR UNTIL ALL CONSTRUCTION I$ APPROVED. THE BOUNDARIES OF THE CLEARING 06 5 SHOWN ON (01ST PAN SH BE CLEARLY FAGGED RU T CONTINUOUS LENGTH S SURVEY TAPE D. FENCING. IF REQUIRED) PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT /TESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. THE TESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. 5. THE TESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE TESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.)• 6. THE TESC FACILITIES SHALL BE INSPECTED DAILY BY THE APPLICANT /TESC SUPERVISOR AND MAINTAINED TO ENSURE CONTINUED PROPER FUNCTIONING. WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE TESC FACILITIES DURING THE WET SEASON (OCT. 1 T MARCH 31) AND OF MONTHLY REVIEWS DURING THE DRY SEASON (APRIL 1 7. ANY AREA OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED TESC METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 8. ANY AREA NEEDING TESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN FIFTEEN (5)0465. THE TESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING A S-ORM EVENT. 10 . 17. 13. 4. AT NO TIME SHALL MORE ONE (1) 600 SE B ALLOWED TO ACCUMULATE WITHIN A CATCH THAN PAVING. ALL CA TCH O6 BASINS DIMENT E AND CONVEYANCE LINES SHALL NT CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. STABILIZED CO NSTRUCTI EN TRANCES I] ROADS SHALL BE IN'THE' THE BEGINNING MEASURES, ON U AND MAINTAIN FOR THE DURATION STALLE OF PROJECT. ADDITIONAL MEASURES, SUCH H AS WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. 12. ANY PERMANENT RETENTION /DETENTION FACILITY USED AS A TEMPORARY SETTUNG BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE AOEOVA70RAGE AACI TY. IF THE ENT FACILITY IS i0 FUNCTION ULTIMP.TELY AS TE AN S INFILTRA S ARE THE TEMPO FACILITY MUST DE GRADED 50 THAT THE BOTTOM AND SIDES ARE AT LEAST ONE FOOT ABO \'E THE FINAL GRADE OF THE PERMANENT FACILITY. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF 2 INCHES. PRIOR TO THE BEGINNING OF THE SEAS (OCT. ), L DISTURBED AREAS SHALL RE REVIEWED i0 IDENTIFY WHICH ONES WET CAN BE ON SEEDED 1 IN AL PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS i0 REMAIN UNCOVERED SHAL! BE SUBMITTED TO THE INSECTOR. HE DDES IN CAN REQUIRE SEEDING OF ADDITIONAL AREAS DO IN S ORDER P i0 PRO SURFACE SPECTOR WATERS, ADJACENT PROPERTIES, OR DRAINAGE FACILITIES. STORM DRAINAGE GENERAL NOTES I. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE. AND MUNICIPAL CONSTRUCTION,' WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBLIC WORKS ASSOCIATION. WASHINGTON STATE CHAPTER, 1994 EDITION. TOGETHER WITH THE LATEST EDITION OF THE CITY OF TUKWILA ENGINEERING STANDARDS. 2. AN APPROVED COPY OF THESE PLANS MUST DE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. IT SHALL BE THE SOLE PONSIBILITY NOR TO OBTAIN STREET USE AND ANY OTHER RELATEC PERM PRIOR TO OF ANY TH CONS ACTIVITY IN CITY RIGHT -OF -WAY. 4. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CITY OF TUKWILA ENGINEERING DEPARTMENT (206) 433 -0179 MUST BE CONTACTED FORA PRECONSTRUCTION MEETING. ALL LOCATIONS Z EXISTING UTILITIES SWN HEREON HAVE BEEN ESTABLISHED BY SURVEY OR OBTAINED FROM A NECESS E R AND SHOULD THEREFORE BE CONSIDER ED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR INDEPENDD VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER THER p15COVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY MTION O THIUN. 806- SHALL C RIO RCT THE UTI THE I RUCT UNDERG LF OCATIOS PN REPRESENTATIVE (1-800-424-5555) BE LATELY PRIOR i0 A UT ILRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE IMMEDIATELY CONTACTED IF A UTILITY CONFLICT EXISTS 6. CATCH BASIN - TYPE I - PER W5DOT /APWA STANDARD PUN B -1 OR ASSOCIATED SAND AND GRAVEL CB -15. Oft EQUAL. 7. CATCH BASIN - TYPE II - PER 65001 /APWA STANDARD PLAN B-1E (48 -INCH I.D. OR 54 -INCH I.E. AS DESIGNATED) OR ASSOCIATED SAND AND GRAVEL CB -19. OR EQUAL. 8. UNIT COVERS AS DESIGNATED ARE WSDOT /APWA STANDARD, (PER STANDARD PUN B -12). 9. ALL TYPE II CATCH BASINS SHALL HAVE UDDERS OR SAFETY STEPS PER WSDOT /APWA STANDARD PUN B -12. 10. ALL CATCH BASIN FRAMES AND GRATES SHALL BE DUCTILE IRON PER W500T /APWA STANDARD PAN 0-2A. 11. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT /CURB LEVEL. 12. ALL OIL /WATER SEPARATOR CB GRATES SHALL BE OF THE ROUND SOLID LOCKING TYPE. 13. ALL STORM DRAINAGE CONVEYANCE PIPE SHALL BE ONE OF THE FOLLOWING AS DESIGNATED: 15. 16. A. C . EXISTING GROUP HEALTH COOPERATIVE BUILDING FF=25.74 W I SOUTH 124TH STIR . = HELICAL rpRRUGATED ALUMINUM (OR 3-INC T-TREATED EL) MINIMUM 16 GAUGE OR GREATER AS SHOWN 2 2/3 -INCH x 1/2 INCSTEH CO RRUGATION, WITH WATERTIGHT CONNECTING BANDS. CONCRETE, PER A.S.T.M. C -14, C1USS II, NONREIO BELND SPIGOT (W1T0 BELL FLUSH WITH C.B. WALL OF USED). WITH RUBBER NFRCED G45KET 5. A P.V.C. CONFORMING TO A.S.T.M. D -3034 - SCR 35. PIPE MAY BE ANY OF THE ABOVE PROVIDED: 1) '1PE JOINTS MUST BE OF THE SAME MATERIALS. AND 2) WHERE A PIPE M.4IERIAL IS SPECIFICALLY SHOWN ON THE PUN, THAT MATERIAL MUST BE USED E. MINIMUM PIPE COVER SHALL BE 2.0 FEET. F. SMOOTH WALL SPIRAL RIB ALUMINUM (OR ASPHALT- TREATED STEEL) PIPE. 1 5 GAUGE, 6/34 -INCH 3/4 -9CH RIBS AT 7 1/2 INCHES O.C. G. ADS TYPE N -12 HIGH - DENSITY POLYETHYLENE CORRUGATED PIPE WITH AN INTEGRALLY FORMED SMOOTH INTERIOR TO THE REQUIREMENTS OF AA.S.H.T.O. M -294. ALL PIPES IN R.O.W. SHALL BE H.D.P.E. (HIGH DENSITY POLYETHLENE) OR D.I.P. CLASS 51. H. ALL PIPE SHALL HAVE A TESTABLE JOINT. 14. ALL PIPE BEDDING SHALL CONFORM TO WSDOT /APWA SECTION 9- 30.7(1)8 FOR ALUMINUM AND P.V.C. PIPE, AND SEC 9- 30.7 FOE. CONCRETE PIPE. ALL TREN BACKF L SHALL BE COMPACTED TO 92 PERCENT MINIMUM ORY DENSITY PER A.S.i.M. 155] -]0. ALL PIPE SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION ACCORDING TO WASHINGTON STATE SPECIFICATION 7- 02.3(1). THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PACEMENT ANN COMPAC THE 7 % REQUIRED BEDDING MATERIAL TO UNIFORM GRADE 50 THAT ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BORE. IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS FOR 'GRAVEL FOR PIPE BEDDING." THE FI RST LEFT OF PIPE BEDDING MAY BE OMITTED, PROVIDED IDED THE MATERIAL IN THE BOTTOM THE TRENCH IS LOOSENED, REGRADED, A COMPACTED TO FORM A DENSE UNYIELDING BASE. ALL BUILDING ROOF DRAIN DOWNSPOUTS AND FOOTING DRAINS SHALL BE DIRECTLY CONNECTED TO THE MAIN STORM DRAINAGE CONVEYANCE SYSTEM THROUGH AN UNDERGROUND PIPE SYSTEM. ROOF DRAINS AND FOOTING DRAINS SHALL BE SEPARATE SYSTEMS AND SHALL BE CONSTRUCTED OF 6 -INCH (OR 8 -INCH DIAMETER WHERE SHOWN) COVER SHEET GROUP HEAL H COOPERATIVE PARKING GARAGE ADDMON A PORTION OF THE SW 1/4 SECTION 10, TOWNSHIP 23N, RANGE 4E, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON 17. ALL ROOF AND FOOTING GRAINS SHALL BE LOCATED IN THE FIELD AND ADJUSTED AS NECESSARY TO AVOID IMPACTING THE EXISTING TREES DENOTED ON THE GRADING PUN TO BE SAVED. DRAIN LINES SHOULD BE LOCATED OUTSIDE THE DRIP UNE OF TREES TO BE SAVED WHEREVER POSSIBLE. 18. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVE() PUNS WHICH ARE ON FILE IN THE ENGINEERING DEPARTMENT. ANY DEVIATION FROM THE APPROVED PUNS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY. 19 20 21 22 23 24 NEW PARKING GARAGE FF =24.5 476.97' P.V.C. (RIGID, NONPERFORATED FOR ROOF DRAINS. PERFORATED FOR FOOTING DRAINS.) SUFFICIENT CLEANOUTS AND BENDS SHALL BE INSTALLED SO THAT THE SYSTEM CAN BE EASILY MAINTAINED. THE SYSTEM SHOWN HEREON IS SCHEMATIC ONLY. THE DRAINAGE /GRADING CONTRACTOR OR LANDSCAPER MAY ALTER THE LAYOUT AS REQUIRED TO BETTER DRAIN THE SITE. THE CONTRACTOR SHALL KEEP A DIMENSIONED RECORD OF THE LOCATION OF ALL PIPES AND CLEANOUTS AND SUBMIT SAME TO THE CITY, ENGINEER. AND OWNER UPON COMPLETION OF THE WORK. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING UNE OF ANY STORM DRAIN PIPE. CONSTRUCTION OF DEWATERING (GROUNDWATER) SYSTEM, IF REQUIRED, SHALL BE IN ACCORDANCE WITH THE APWA STANDARD SPECIFICATIONS, SECTION 61 -3.02, 1981 EDITION. PRIOR TO OCCUPANCY, THE PERMANENT STORM DRAINAGE SYSTEM MUST BE CLEANED OUT. (00 NOT PUMP OR DISPOSE INTO ANY OTHER STREAM, STORM SEWER, OR SANITARY SEWER SYSTEM.) RIP RAP ROCK FOR EROSION PROTECTION SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT. ROCK AGGREGATE TO BE AS FOLLOWS: 1/2 INCH - 2 INCHES - 10 PERCENT - 40 PERCENT 2 INCHES - 4 INCHES - 20 PERCENT - 40 PERCENT 4 INCHES - 8 INCHES - 40 PERCENT - 70 PERCENT TESTING OF ALL STORM SEWER PIPE WILL BE AT THE OPTION OF THE CITY OF TUKWIU, WHEN PLAIN ALUMINUM PIPE OR PIPE ARCH IS USED WHERE IT WILL BE IN CONTACT WITH CONCRETE OR CONCRETE PIPE, ALL ALUMINUM SURFACES IN CONTACT WITH THE CONCRETE OR CONCRETE PIPE SHALL BE PAINTED WITH TWO COATS OF PAINT. THE ALUMINUM PIPE TO BE PAINTED SHALL BE CLEANED WITH SOLVENT TO REMOVE CONTAMINANTS. AFTER CLEANING, THE PIPE SHALL BE PAINTED WITH TWO COATS OF PAINT CONFORMING TO FEDERAL SPECIFICATION TT -P -645 (PRIMER, PAINT, ZINC CHROMATE, ALKYD VEHICLE.) 0 0609'' W 2 36.80 co CA 25. THE TEMPORARY EROSION /SEDIMENTATION CONTROL FACIUTES SHALL BE CONSTRUCTED PRIOR TO ANY GRADING OR EXTENSIVE LAND CLEARING IN ACCORDANCE WITH THE APPROVED TEMPORARY EROSION /SEDIMENTATION CONTROL PLANS. THESE FACILITIES MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 26. ALL EARTHWORK UNDER PAVING TO BE USED BY VEHICULAR TRAFFIC SHALL BE COMPACTED TO MINIMUM 95 PERCENT DRY OPTIMUM DENSITY PER A.S.T.M. D- 1557 -70 (MODIFIED PROCTOR). 27. UNLESS OTHERWISE NOTED, ALL ELEVATIONS SHOWN IN PAVED AREAS ON THE PLANS ARE TOP OF PAVING. 28. IMMEDIATELY FOLLOWING FIN,SH GRADING, ANY DISTURBED AREAS NOT SPECIFIED FOR PERMANENT LANDSCAPING SHALL BE SEEDED AND STABILIZED WITH PERMANENT VEGETATION, CONSISTING OF RAPID, PERSISTENT, AND LEGUME GRASSES (MINIMUM 80f PER ACRE). THIS IS TO INCLUDE: 20 PERCENT ANNUAL, PERENNIAL, OR HYBRID RYE GRASS 40 PERCENT CHEEPING RED FESCUE 40 PERCENT WHITE CLOVER 29. THE SITE WORK IMPROVEMENTS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PUNS WHICH ARE ON FILE IN THE ENGINEERING DEPARTMENT. ANY DEVIATION FROM THE APPROVED PUNS WILL REQUIRE APPROVAL FROM THE PROPER AGENCY. 30. THE CONTRACTOR SHALL KEEP PARKING LOTS AND STREET CLEAN AT ALL TIMES BY SWEEPING. WASHING OF ANY TRAVELED SURFACE WILL NOT BE ALLOWED. 31. ALL PARKING AND DRIVEWAY AREAS TO HAVE POSITIVE DRAINAGE TO COLLECTION /CONVEYANCE SYSTEMS OR OVERLAND SHEET DRAIN AREAS AT ONE PERCENT MINIMUM SLOPE: PLAN OETNLS SHALL NOT SUPERSEDE THIS UIREMENT. (FIELD CORRECTION IS REQUIRED IN ALL AREA$ THAT DO NOi REQ MEET THIS NEQUIREMENT} 32. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE BACKFILLED IN ACCORDANCE WITH CITY OF TUKWILA WSDOT /APWA STANDARD PUN B -11, AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEAT -LINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY COLD MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 30 DAYS. 33. EXTRUDED CEMENT CONCRETE CURBS AROUND ASPHALT EDGES SHALL BE CONSTRUCTED PER DETAIL. INDEX TO SHEETS 01 OF5 C2 OF 5 C3 OF 5 C4 OF 5 05 OF 5 LEGEND DESCRIPTION TYPE II CATCH BASIN TYPE I CATCH BASIN COVER SHEET GRADING AND STORM DRAINAGE PLAN WATERMAiN AND SANITARY SEWER EXTENSION PLAN DEMOLITION AND T.E.S.C. PLAN NOTES AND DETAILS STORM DRAINAGE CLEANOUT STORM DRAINAGE LINE SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT SANITARY SEWER LINE WATERMAIN ASPHALT PAVING ARE HYDRANT N rt NO.t REVISION WATER VALVE 114 PROPOSED • • 1 E0 A BENCHMARK: 3" BRASS DISK 9 5. 126TH STREET & E. MARGINAL WAY S. - TOP MONUMENT -- ELEV. 36.44' NOTE: SURVEY INFORMATION PROVIDED BY SCHROETER SURVEYING. LEGAL DESCRIPTION THAT PORTION OF TRACTS 21, 22, 31, AND 32, RIVERSIDE INTERURBAN TRACTS, ACCORDING TO THE PLAT RECORDED IN VOLUME 10, OF PLATS, PAGE 74, IN KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WESTERLY MARGIN OF PRIMARY STATE HIGHWAY N0. 1, FOSTER INTERCHANGE TO SOUTH 118TH STREET, AS CONDEMNED UNDER SUPERIOR COURT CAUSE N0. 646846, THAT BEARS SOUTH 04' 33' 59' EAST 165.03 FEET DISTANT FROM THE POINT OF CURVATURE OF THE WEST MARGIN, HIGHWAY ENGINEERS STATION 76 +05.30 SAID POINT ALSO BEING THE SOUTHEAST CORNER OF THAT CERTAIN TRACT OF LAND AS DESCRIBED IN OPTION AGREEMENT RECORDED UNDER AUDITOR'S FILE N0. 7506090402, THENCE SOUTH 04' 33' 59' EAST ALONG SAID MARGIN 615.:7 FEET TO A POINT LYING 110 FEET WESTERLY OF AND OPPOSITE ENGINEERS STATION 69 +25: THENCE SOUTH 58' 19' 00' WEST ALONG SAID HIGHWAY MARGIN 23132: THENCE SOUTH 18' 09' 20" EAST ALONG SAID HIGHWAY MARGIN 36.80 FEET TO THE SOUTH UNE OF TRACT 32 OF THE RIVERSIDE INTERURBAN TRACTS; THENCE NORTH 89' 17' 24' WEST 476.97 FEET ALONG THE SOUTH LINE OF TRACTS 31 AND 32 TO THE EASTERLY MARGIN OF EAST MARGINAL WAY AS ESTABLISHED BY WARRANTY DEED FOUND IN KING COUNTY RECORDS, KING COUNTY RECORDER'S NUMBER 7412090465; THENCE NORTH IT 38' 24" WEST 12.65 FEET ALONG SAID EASTERLY MARGIN; THENCE NORTH 12' 54' 24* WEST 443.48 FEET ALONG SAID EASTERLY MARGIN; THENCE NORTH I 07' 24" WEST 333.7E FEET E SAID EASTERLY MARTIN TO C R THE SOUTHWEST CORNER OF OPTION AGREEMENT RECORDED DED UNDER AUDITOR'S FILE N0. 7506090402: THENCE SOUTH 89' 17' TR 24 EAST PARALLEL TO THE SOUTH UNE OF TRACTS 31 AND 32 N INTERURBAN TRACTS, INTERURACTS, A DISTANCE OF 774.30 FEET TO THE POINT OF BEGI NNING. 2OOO 55 EARTHWORK OUANTITIES: EXCAVATION= 4,6000SIEe,0 plans have been reviewed by the Public FILL= 2,000$yotys Deparematt for conformance with current City sunder & Acceptance is subject to atun and omissions which eb Ent mtbotae violations of adopted mania or mamma. The responsibility for the adegnmy d the design tests totally with the designer. or revisions to thaw and wi af" bate vn'H void die =trace ll require a ell of revised davit. (or mbegumt approval. Final acceptance is subject to Geld the Public Wort mill 'm inspection by Date: V3/42.00 055' 0 0 OuLE CORRECTION LTR # .I- U C U 2 REEREE LEGEND DESCRIPTION TYPE II CATCH BASIN TYPE I CATCH BASIN STORM DRAINAGE CLEANOUT STORM DRAINAGE LINE SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT SANITARY SEWER LINE WATERMAIN LIGHT DUTY ASPHALT WATER VALVE FIRE HYDRANT EXISTING WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 wAS,BNGTON SIREE7 S.E. P.O. BOX 47060 OLYMPA, WASHINGTON 98504 -7060 UPON RIN COMPLETION OF CONSTRUCTION ALL MO DESTHE DIRTROYED ECTIO SHA LL BE REPLACED BY A N OF THE CONTRACTOR, PUB CONTRACTOR, S APPROPRIATE FORMS FOR REPLACEMENT OF SA RESPONSIBILITY OF THE CONTRACTOR. E CO C a -20 a 48" CO :C S - 20 4E CO C =9.20 CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONVME147 10N THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332 -120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PER MTS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OE O) AL RESOURCES, OR BY CONTACTING THEIR OFFlCE BY TELEPHONE AT (2 (200 902 -1190. NUMENTS DISPLACED, REMOVED, OR EKED LAND SURVEYOR, AT THE COST AND LEANT TO THESE REGULATIONS. THE ID MONUMENTATION SHALL ALSO BE THE NEW CONIC R STE9EWA wL :'CuR {; (! D STDmsraER 11 U1 U S - tt 1.0 MATCH �.EX TYPE jjiil - 12' �2 11 IE 1'04 DN NN L 81_ MATC W/ CURB ' M AL PERD Cm DETAIL R IE =25 16 NEW CURB RAM • PER ETAI RS -11 21.051 MATCH JEW WALK NEW CB 18 'TYPE I RIN 23.00 IE 2133 2413 "C• 0.67% NOTE S. DEMOLITION AND TES.C. PLAN FOR EX STORM DRAINAGE TO BE REMOVED L! 1 24.0 5 233..9, 23.7 EX. CB SOLED LID RIM =22.81 6' PVC E =20.34 IE 12 CONC 5E =19.64 IE 12' CONC NE AOIUSI RIM TO FlNISH CPADE EL =2281 EX. CB TYPE .022.40 .40 IE 12" ADS 5=17.95 IE 12" CONC NW =19.33 6" PVC E =20.34 IE 12 CONC W =17.90 TOP OVERFLOW =20.75 6" PVC E CONNECTS TO DETENTION 005(26" CONC) EX. CLEANOUi S1 8,8'24"E 12.65 NEW HEAVY DUTY PAVEMENT PER DETAIL SHEET C5 '-1 �. 0 1.0% AMC C ONSRUCT T ON EX- 8 SD \' 1E-21,2 (EY 8" SW) PEW CB F)' TY PE I . / PEW CB TYPEI RIM - /IE= 20.]8 I 1E-19.70 NEW 15" E. W) ) RIM =2300 A r� -- ) ,1E 2��(IX. 15" ' SW) _ 1E-20. HEY! b" N) { 5 ... ■E�f01]'(aEW t5 E) ' �- - 24 .5 [" 7 �L+ 8 iGPER L AR J EA ' . ii k . ,y �I .r >,z i9Dir is mss o - T` ... �. 11 x >3 SLY- r I I ,,,:' �61t 8 vt.P� ®- 0.70% 23.8 24.3 MATCH EX. 15 LF 6 PVC EX. CB RIM =24.24 IE 15 CONC N =20.79 IE 15" CONC Sw =20s2 IE 6" D1 5,21.,4 IE 8" DI 5E=21.29 NEW CURB DETAIL RAMP PER Cm RS -11 CONTRACTOR SHALL RELOCATE IX. FENCE 3' NORDi OF NEW SIDEWAL 570. 10 +52, S7A' LT PC OF CURD RETURN BX RRaab' BE 27.51 MATCH EXISTING 8 5T0. 9 ±CURB REN'nN 83, 51.00' LT. / PT OF EX. CB Pots =24.61 (IN RANIER) 15" IE CCNC N =203i AD IE ,5' CDNC 5 20.4, 2 q IE JU 6" ST VC RIM T P NW O FlNIS H. (TO GRADE =1375 EE 2 '%') ,t Y NEW IE (8' SW) 20.58 NEW IE (8' NW) =203 SAWCUT LINE. (M) & CB RIM =20.51 0 IE RIM =2 c CB 7 Na• TO FLOW UNE OF CIBN GUTTER L ` AA. 11+17.67, 10 LT , CONTRACTOR SHALL P(70VIDE G GRAVEL a` SURFACE BETWEEN IX. GATE AND NEW S/W FE DO NCE_ STA. 11+6.47,12R' LT PT OF CURB RETURN R P5 ' EX. 5 EX. SDMH X 283 IE 18" CMP 5E =12.58 IE 18" CMP W =10.18 \� IE 30 CMP 5 =10.68 IE 48 CONC. N =10.68 ADJUST RIM TO b 2tDON5 5 HOT TAR SEAL 40 JOINT IX'JT. AC. SAWC'� D(. AC- PAVEMENT PAVEMENT PATCH SD. PLAN RS -3 � � 476.97' NOT TO SCALE R =525' Vo 9 00'0 NEW CB 2)4 TYPE wu =24.aD IE =2100 tlr EXIS11NG OFFICE BUILDING FINISH FLOOR EL =25.74 6' YnDE STEEL TROWEL FINISH 24 MIN. 3 NEW CB CO TYPE RM =22.5 =2033 HUMS DURING CONSTRUCTION � NEW CURB RAMP', (C /L S 124th ST.) PER Cm DETAIL: RS -11 NEW SGCO 2 - '/{// RIN, IE = 20.71 • CONCRETE GLITTER 01/6,6,10" W.W.M. COMPACTED SUBGRADE $" 1.(19. CLASS 0 A.B. PORTLAND CEMENT CONCRETE SWALE DETAIL 21.41 MATCH IX. EX. CB (TYPE 1) RIM =23.82 IE 8" CONC NE =21.47 IE 6 CONC SW =20.67 STA. 9+ .5.,2.0,0'LT PC OF CURB RETURN NEW CB TYPE 1 RIM=22 E=19.5 5 ;CPEP® =:0:25 ASPHALT THICKEN ASPHALT N. pSPFIAL APPLY T T4CKCO & CONCRETE NOTE: INSTALL EXPANSION JOINTS ®20' -0" O.C. MAX. EXTRUDED CON CURB TYPICAL NEW CB 19 TYPE RIM =22.5 4,20.16 24 LF 8" CPEP ®0.67% I EX DETENTION POND TO BE IN NSTRUCTED AB . A TOP OF PON D OP OF PON D EL WET = 24.50 24. RON POND M MAX W.S. E D S TOP OF DEAD STORAGE EL =21.25 20 N1 EO9'°W 36.80' GROUP HEALTH DRIVEWAY SCALE: 1 TW =24.5 BW =21.5 CELL 2 EW ]E aC 12 CE55 � D EN ION POND SAW., E %12" CMP ° -\\J ,REMOVE 10 LF OF A\ PIP PROVIDE 6,6',412 THICK RIP RAP PAD EX CB \ a - RIM 2319 �2" CMP NYL,959 f` AER LEVEL 20.15 INTERSECTION PLAN NOTE: SEE SIGNAL IZATION PLAN BY ENTRANCO FOR DETAILS s OF INTERSECTION. IE 9" C0NC =22)19 Cif ami ado To d e 1 EXPIRES 4/3/02 1 1 " =30' CALL BEFORE YOU DIG: 1- 800 - 424 -5555 � rIIID8. _t '8 CX5 - ASPHALT 1A'E ' EN' FOR PLACEMENT 0 !ROPGSEO L,RE BESTOWS D GU'TER PA EMLNT P R Citt ��iAIL RS 3 NOTE CE, as:SPEC SHALL INSPECT AA APPROV L GL. Eft MATCH EX. SIDEWAL ORt PRIOR LC EL = 21.5 oF CONCRETE -POW POLE MATCH EX. EX. CB W /50LE LIS n IE 8" CMP E =17.07 E � NEW 5CONC. RIX1320 -73 E E CMP w =18 EX. RIM =20.73 \ RELOCATE CB J' NORTH TO FLOW LINE OF NEW CUTTER IE B,EMP W = f(MATCH EX.) �JNS RIM EL 2G5_ V 0 (TE CONTRACTOR,SHALL r OV IDi tL'SURFACE NO Q 62a✓EL. s�aF =act a �N Pft EW'sI 6 vuf 2EGa.1AG REIOCA C - EX. CB NORTH EX. RIM_20.33 REPLACE GPxo0 w /SOLID LOCKING UD NEW RI.V. 21.08 REMOVE EX. ASPHALT TO NEW IE 8" CMP E =1EE3 CORE AND GUTTER LINE IE 12" CONC N =10.38 NEW 5 CONC. SIDEW EX. FENCE W/ CURB AND GUTTER PER NKwKA S0. R5 -11 •- COyyNTSA SHALL RELOCA _ - XfFENCE3_.ORTH- _OF_1JEW SOUTH 124th / SIOEV /A K STREET IE t8" CMP E =10.39 IE 15 CMP W =10.39 4- EX. SDNH RIMt .E CMP SE =12.58 IE 18 CMP W =10.18 IE 30" CMP 5 =10.68 IE 48" COOL N =10.68 ADJUST RIM TO FINISH GRADE EL-22.3 ?EX. POWER POLES TO BE REMOVED. CONTRACTOR SHALL COORDINATE WITH APPROPRIATE UTILITY AGENCIES. EX. CB TYPE 2 W /SOLID LID RIM =22.45 IE 8" CMP E =20.40 IE 12" CONC E =14.65 IE 18 CMP NE =13.95 ADJUST ROI X: FINISH SP'sACE. NE IE =19.4 (8" W) PROPOSED Cc co RIM =21.9 IE 8" CM EX. CB RIM =21.98 IE 12 E =16 IE 12" CONC 5 =15. IE 12 CONC W =15. SAWCUI AND REMOVE 3' MINIMUM OF EXISTING ,ASPHALT PAVEMENT FOR PLACE ENT ON PROPOSED CURB AND UTTER. RESTORE PAVEMENT PE" CITY DETAIL RS -3. NEW 5 CONC. SIDEWALK 7,23.0 TW' =24.5 B11=22.0 BW =22.0 GRADING AND STORM DRAINAGE PLAN 1' F TO FACE OF BUILDING N89 W. NEW EXTRUDED CONCRETE CURB PER DETAIL SHEET CS 4' MODULAR BLOCK RETAINING WALL OF WALL 2' MIN. FRO P L R EQUIRED) W 6 IS HIGH CHAIN LINK FENCE TOP EL.-25.0 21.0 0 LP 4' MODULAR BLOCK TW =24.5 RETAINING WALL BW =21.5 TOP EL =24.5 24.5 BOTTOM EL =20.5 IVO 6F /S 24.5. -J' IS Gl 3D / I _n0 n 1 1> ✓ 304 .0 / t - z 1s /ze.1 NEW CB TYPE II34' FLOW CONTROL. STRUCTURE RIM =25.G IE =21.00 PER DETAIL afi C5 I EMERGENCY OVERFLOW 6'x12" SPILLWAY q EL =23.5 I CPEP 2.27% Is B III Id , I I I ,, ',. I did RETE SPILLWAY IB � IR MOVEG 9 L0 V0 CPEP Io3' I ., ODULAR BLOCK RETAINING WALL DE SHEET C5(FACE OF WALL MIN. 2' FROM P /L) I04'; POND 2 F 154 11 ) I H II I I d " '° ' 11 'IIIi� S.R. 599 R.O.W. Thy. - plans have been mimed by the Public wo ks Depuwmt for conformance with canon mindedt. Acceptance is onf ject to molt 'MIS 'Mich do root .ibmd>. *Won d eteadiob R ai'amm.'!De mw'erb9fp e Mryotq d do dniw faro emir gbh Addfds4 ddiltwa Wan r doe dm di dvA INN om.= mein dogma meleelleA dnekiiidls - . h dint i Y! bitedoe by wads Iii lopes 10 55 CORRE TION LTR# UIIJJ U 4 0 ECEIVED CRY H OF TUKWILA JAN -9 2091 PERMIT CENTER L1CL[i>Z- b TS I✓JC� TI ter- Ue / rrrT -� Pc ".r r1 /ssiw✓ f'20�PlZfS � -+'+.- jY EVISION NO. HEERFAR 3 w 3 m z J 0 W O z Q cc 0 0 fn 0 z 6 cc Sg J ° LEGEND DESCRIPTION TYPE II CATCH BASIN TYPE I CATCH BASIN STORM DRAINAGE CLEANOUT STORM DRAINAGE LINE SANITARY SEWER MANHOLE SANITARY SEWER CLEANOUT SANITARY SEWER LINE WATERMAIN LIGHT DUTY ASPHALT WATER VALVE FIRE HYDRANT UTILITY CONFLICT NOTE: CAUTION THE CONTRACTOR SH OF ALL EXISTING UTII UTILITIES AND SLI ?VE THIS SHALL INCLUDE R THE RE E BA! CONFLICTS SHOO' INSI II TING ENGINE WATERMAIN AND SANITARY SEWER EXTENSION PLAN 1e =30' EX. CB - TYPE 2 RIM-21.35 -' IE =16.51 30" CONC. E) IE =79.00 12" CONC- W) IE =56.30(12" CONC. S) INSTALL -6 90' BEND (MJ) DNC. BLOCKING RIM =24.4] IE 8" PVC E =19.75 IE 8 "59VC Sw =19.69 NEW IE 6" PJC NE= 21.50! NEW PARKING GARAGE FF =24.50 C (GARAGE FLOOR LEVEL) APPROXIMATE LOCATION. SEE i SEE ARO- MECTIIAC PLANS FOR FURTHER 6" DI FROM C3 IN GARAGE (IE ® BUILDING = 20.40) CONTRACTOR SHALL INSTALL 6" TURN DOWN ELBOW IN CB PER DETAIL THiS.SHEET. CB TYPE I WITH SOLID LOCKING LID EX FIRE HYDRANT INSTALL: W/ WAER T VALVE HYDROMAPC SW 25 SUBMERSIBLE TO 6E JY CED = -- SUMP PUMP (OR EOUNALENT) WITH AND SALVAGED FLOAT SWDCH ;' IE =20.25(67 E %fin. WA I �` W /SARI = zt.0a1 1 POSTAL E%. WATER VALVE'..' POWER CARNET POWER POLE CLEANOUT VAULT 4 E. EX. CB TYPE 2 RIM =22.40 IE 12" AD5 5 =17.95 IE 12" CDNC Nw =19.33 6" WC E =20.34 IE 12" CDNC W =17.90 TOP OVERFLOW =20.75 6" PVC E CONNECTS TO DETENTION PIPE(26" CDNC) DX CB SOLID UD RIM =22.61 6" PVC E =20.34 t IE 12' CDNC 5E =19.64 1 \ IE 12" CDNC NE =19.94 1 RIM =23.64 IE 8" PVC 5 =1144 IE 8" P/C w =17.34 IE 8" PVC NE =18.24 gl iST RIM i0 NEW FINISH GRADE =23.50 EX. SSMH RIM =26.59 TURN DOWN ELBOW DETAIL EX ETRE WO POWER BOX ARD IGHTS (NP.) EX. CB RIM =24.24 IE 15" CDNC N =20.79 IE 15" CDNC 7 IE 6 "055 =21 -14 IE 8" 01 5E =21.29 flrr •111111■■ll CONNECTION TO E %. 8" 55: LR7 TY CROP G R T ST RADDLE CONTRACTOR SWILL X. FIELD N. .' /S (OR E LESS EQUIVALENT) STEEL STRAP TOP ELEVATION RI T OC C CONSTRUCTION (OR EDUNALENT) STORM DRAIN PRIOR TO CONST IE= 20.20} OF SAN. SEWER FRD G CPE SO ) GAME- �i 5" CAE ) IE= 22.50 (2 PVC 55) _LGY_ Doc, EXISTING BUILDING FF =25.74 (GROUP HEALTH) -. GUARD J POSTS (TYPE 1) RW =23.82 IE 8" CDNC NE =21A7 'E 6' CCNC Sw =206] NOTE 1: ALL EXISTING FIREMAIN AND DOMESTIC WATER SERVICES SHALL REMAIN IN LANDSCAPED AREA SOUTH OF NEW ENTRANCE DRIVE. CONTRACTOR SHALL COORDINATE ANY NECESSARY ADJUSTMENTS WITH WATER DISTRICT 125 AND CiTY OF TUKWILA. -1(1 T NP pISCHABGE SUMP PUMP DETAL- HYDROMATIC SW25 (OR EOUN.) 8 %8" TEE VFL) I -8" GATE VALVE CONC. BLOCKING EXPIRES 4/3/02 EX- CB w SOUR LID '=19.21 T IE 8" CUP E =. 7. D] E 12" GONG N =13.52 IE 1< CDNC 5 =1347 EX CB RIM 20 5 3 0 W =1B 00 SEE NOTE 1 - _.__ - -IX. SOMH � .. _- Fl.0 =21.83 IE 18' RAP 5E =12.58 E CLL 'Wa1138.,- IE 30" CMP 5 =10.68 IE 48" CDNC N =1068 SOUTH 124TH STREET EXISTING CJ EX- &NH RIM =19.55 IE aB" CDNC N =9.20 IE a8" CDNC 5 =9.20 IE 48" CDNC w=9 -20 EX. CB RIM=20 33 IE 8" CMP E =18 -83 IE I CDNC N =15.38 / EX. CB RIM =20.]3 IE 8' CMP 2=18.08 EX- CB RIM=21 THE EX -71 9 RIM =214 IE 8 CMP w =20.18 IE 18" CMP E =1039 E%. CD TYPE 2 W SOLID LID IE IS CMP W =10.39 RIM =2265 IE 0" CMP E =20. IE 12" CDNC E =14.65 IE 18" CMP NE =13.95 EX. 8 RIM =21 98 IE 12" COrvC E =16.7 IE 12" CDNC 5 =15.58 IE 12" CDNC w=15.13 EX. SSMH IM =2<90 12" PVC N =8.60 12" P/ W =8.55 lo" P VC 5 =8.70 IE 6" WC E(CAPPED) =1].15 IE 8" PVC TOP DROP 146 IE e" WC BOTTOM DRP =8.0 0 PROPOSED • • CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332 -120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES. OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902 -1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504 -7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED. OR DESTROYED SHALL 8E REPLACED 8Y A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTAHON SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. . AND DEPTH G THE TRUCTION. IDLING RIFTED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. CONTRACTOR $HALL CONSULT BARC ESOLVE ALL PftOSLEMS PRIOR TO P RO CEEDING WITH 0T LIGHT (tt0 ) ■ CH AINLPNK FENCE EX. CB EX. FIRE HYDRANT (TO BE P.ElAOVEO) 1 -8 x6 TE E MJxFL 1-6" GA VA VE 8 LF 6" �I EXTENSIO I - 5 1/4 RE LOCATED F.H. ASSEMBLY PER CO.T. STDS. CONC. BLOCKING FH 1)2cD0 CALL BEFORE YOU DIG: 1- 800 -424 -5555 DOT 2 7 :COD EX.70ROUP HEALTH SIGN (70'(6E RELOCATED) '•Ex . SS M =.10 C 12 P✓v rv_9.38 IE 12 FVC .33 ADJUST IM FINISH .GRADE C ORDINATE w/ .VAC VUE FIVER DISTRICT J 4 .. 7EAFORARY SILT FENCE PROTECTION (PER DETAIL SHEET C5) IE =23.0 I AI L RIM 23. EX SSM IE 9 PVC 55 E =15.50 RIM =2364 1 \; IE 8 PYC SW 1540 IE 8° PVC 5 =17.44 " _ II , d ADJUST RIM 70 FINISH IE ' .3s -- GRADE COORDINATE W/ IE e° WC NE 8.24 VAL VUE SEWER DISTRICT. ADJUST RIM TO FINISH GRADE COORDINATE W/ \ VAL VUE SEWER NISTRICT° LVIT OF EC ASPHALT PAVEMENT TO EE REMOVED ENO SIDEWALK REMOVAL TO NEAREST JOINT NOT TO SCALE EC FIRE HYD. W /WATER VALVE (TO BE RELOCATED) NOTES: CONTRACTOSPONSIBITY FOR MAINTAI NING RE & CLEANI THE APPROACH ON A REGULAR BASIS. 2. IF DIRECTED BY THE PALLS Ap01TI0NAL ODARRY SPACES MUST BE ADDED. 3. THE CONSTRUCTION APPROACH MUST BE LOCATED THE PERMANENT APPROAC H LOCATION. EXISTING BUILDING FF =26.6 (GROUP HEALTH) DEMOLITION KEYNOTES 0 EX. CURB TO BE REMOVED ��- 2 X EX. LOT UGHT TO BE REMOVED O EX. PAVEMENT TO BE REMOVED (. I EX. SD TO BE REMOVED T' O EX. CB i0 BE REMOVED O EX. MONITORING WELL TO BE ABANDONED PER SPECIAL NOTE THIS SHEET O 7 EX. WATER UNE TO BE REMOVED COCRDNATE WITH CITY Of TUKWIL4 &WATER DISTRICT :25 O g EX. S TO BE RELOCATED (ttP.T CONTRACTOR RKS $HALL COORDINATE RELOCAT70N 0 UKW SIGNS WITHIN RIGHT -OF -WAY WITH CITY OF T PUBLIC WO O EX. LOT LIGHT TO BE RELOCATED 10 EX. YARD LIGHT TO BE RELOCATED t1 EX. CONCEWAY . 90EWALK OCATI TO BE REMOVED IN} NEW pRN LON 72 EX. CONC. DRIVEWAY TO BE REMOVED 13 IX. POWER CABINET TO REMAIN COORDINATE ANY ADJUSTMENTS WITH SEATTLE CRY UGHT R =25' MIN 4 -6 QUARRY SPACES TEMPORARY CONSTRUCTION ENTRANCE 116TALL� TEM•CRARY CB PROTECTION PER DETAIL SHEET C5 RIP IC RAP PROVIDE, TTMP. PAD' 70 x6 x7Y THK 6° QUARRY SPACES ( ::. e I4 EX POWER POLE W /LUMINAJRE & GUY ANCHOR TO BE RELOCATED. COORDINATE WITH SEATTLE CITY UGHT /US WEST 015 EX WATER VALVE TO BE ADJUSTED TO FINAL GRADE. WITH COORDINATE WI Cr OF TUKWILA & WATER DISTRICT 125 e R6 EC WATER METER TO REMAIN COORDINATE ANY ADJUSTMENTS WITH CITY OF TUKWILA & WATER DISTRICT 125 0 T7 EC WATER P.VJ. TO REMAIN. COORDINATE ANY ADJUSTMENTS MNIL WITH CITY OF RAA & WATER DISTRICT 125 C i8 EX WATER VAULT TO REMAIN. COORDINATE ANY ADJUSTMENTS WRH CRY OF TUKWILA & WATER DISTRICT 125 1S EX. RETNMNC WALL TO BE REMOVED 0 20 EX CHAIN UNK FENCE TO E REMOVED 27 DC CURB RAMP TO BE REMOVED 22 EC SIGN TO REMAIN 0 23 EX. YARD UGHT TO REMAIN. 24 EX POW CRY RDI UGNATHT. ER J -BOXES i0 REMAIN. COOE 25 ANy AA1 115TMENTS W � SEpTTI.E EX LOT UGET TO REMAIN. 26 IX. CURB RAMP TO REMAIN. EX STORM OUTFALL TO REMAIN UNTIL CONSTRUCTION WELL ABANDONMENT: WATER WELL INSPECTOR DEPARTMENT OF ECOLOGY - NORTHWEST REGIONAL OFFICE 4350 150TH AVE NE 6 D. WA 98052 (206) 649 (206) -7000 THE CONTRACTOR SHALL RECORD THE PROCEDURES OF THE WATER TO THE ADDRESS ABOVE AFTER THE ABAND WELL(S) ABANDONMENT /DESTRUCTION ONMENT. AND REPORT EXIST. WATER WELL TO BE ABANDONED AND PLUGGED. THE ABANDONMENT /DESTRUCTION OF THE WATER WELL(S) SHALL FOLLOW THE REGULATIONS AS STATED IN WAC CHAPTER 173 -160, PARAGRAPH 290 -340. THE ABANDONMENT/ DESTRUCTION OF THE WATER WELL(S) SHALL ONLY BE PERFORMER R TI LIHALL CENSFILL ED WATER SWTART ELL CONTRACT THE CONTRACTO CARD OBED FROM THE ADDRESS BELOW W A ° AND RETURN TO THE ADDRESS BELOW AT LEAST 72 HOURS PRIOR TO THE START OF THE WATER WELL(S) ABANDONMENT /OES7RUCTION VERIFY WHET HER OR NOi CONFLICTS EXIST. LOCATIC PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INF IF CONFLICT$ SHOULD CCUR. THE CONTRACTOR SHA CONSULTING ENGINEERS INC. TO RESOLVE ALL PROS CONSTRUCTION. 1x =30' So. 124 Str LINTS OF CONSTRUCTKKJ/ DE3ACUTICN • PROPERTY LJNE NSTALL TEMPORARY SN.T FAN PROTECTION (PER DETAIL SHEET C5) DEMOLITION AND TEMPORARY EROSION /SEDIMENTATION CONTROL PLAN r IX. FH TO BE REMOVED LA m OF CONSTRUCTION/ DEMOLIRON • FROPERTY UNE CALL BEFORE YOU DIG: 1- 800 - 424 -5555 EX. TYPE II CATCH BASIN EX. TYPE I CATCH BASIN UTILITY CONFLICT NOTE. CAUTION JR SHALL G UTILITIES SURVEYING TH LEGEND DESCRIPTION EXISTING EX. STORM DRAINAGE CLEANOUT EX. STORM ORANAGE UNE CONSTRUCTION SEQUENCE: 2. CONSTRUCT SILT FENCE PER PLAN AND DETAIL. EX. SANITARY SEWER MANN'OLE EX. SANITARY SEWER CLEANOUT EX. SANITARY SEWER LINE EX. WATERMAIN EX. WATER VALVE DJ EX. FIRE HYDRANT LIMITS OF CONSTRUCTION /DEMOLITION SILT FENCE CB PROTECTION TEMPORARY ;VA S ROCK CHECK DA1A5 SCHEDULE AND ATTEND PRE- CONSTUCTION MEETING WITH CITY OF TUKWIEA PUBLIC WORKS DEPARTMENT. PROVIDE CATCH BASIN PROTECTION BY INSTALLING FILTER FABRIC BETWEEN FRAME AND GRATES OF CATCH BASINS IN EXISTING PARKING LOT. (PER DETAIL SHEET C5) BEGIN DEMOLITION OF EX. PARKING LOT AS SHOWN ON APPROVED PLAN. CONSTRUCT TEMPORARY V- DITCHES AND T.E.S.C. POND PER APPROVED PLAN AND OEN.. CONTMT SHALL MAINTAIN EX. POND ALL DUG CONSTRUCTION UNTIL FINAL OUTFACE HAS BEEN CONS7RUCTEO AND RISK OF EROSI HAS RIN PASSED. 5. BEGIN RELOCATION /REMOVAL OF EX. UTIUTIES, STRUCTURES, PAVEMENT, CURBS, ETC. PER APPROVED PLANS, AMEND T.E.S.C. FACILITIES AS NEEDED. 6. BEGIN CONSTRUCTION OF PERMANENT STORM DRAINAGE SYSTEM AS SHOWN ON APPROVED PLANS. REMOVE EX. STORM DRAINAGE ONLY AFTER NEW SYSTEM IS COMPLETELY INSTALLED AND INSPECTED. PROTL PROERTIES AACENT TO THE ROJECT FROM ECT SEDI MENT D DJ AT ALL TIMES THR ACTIVE CONSTRUCTION. APPLY NAY OR APPROVED MULCH TO DISTURBED ARES. CONCTOR A SHLL Ai A TIES MAINTAIN ACCESS THEIR ALL FACILITIES A$ REOVIRED B THE Cltt TRA OF TUKWILA INSPECTO M R AND THE OWNER OR THEIR AGENTS. 9. DURING CONSTRUCTION, TEMPORARY V- DITCHES AND TESL FACILITIES MUST BE GRADED AND MAINTAINED TO PROVIDE POSITIVE SLOPE FOR DRAINAGE TO PONDS. 10. REMOVE ANY SILT OR DEBRIS FROM STORM COLLECTION SYSTEM, WET /DETENTION POND ONCE SITE HAS BEEN STABILIZED. MAINTAIN TESL FACILITIES DURING CONSTRTION AND AME A NECESSARY TO PREVENT EROSION AND SILT LADEN WATE FROM DISCHAR GIN S ^. CFF SITE. 1)2OO CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOV.NG AND REPLACING ALL SURVEY MONUMENTAPON THAT MAY BE AFFECTED BY CONSTRUCTION ACPVNY, PURSUANT TO WAC 332 -120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTANED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE EY TELEPHONE AT (206) 902 -1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504 -7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTAPON SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. BLE FOR VERIMNG THE LOCATION, DIMENSION, AND DEPTH HOWN ON THESE PLANS IO NOT 8Y POTHOLING THE AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. OCT 7Z"_ 5555 A THE POTHOLING C ROS S INGS TO P HYSICALLY UTILITIES AS SHOWN ON THESE AND AftE SU&IECT TO VARWTIC CONSULT BARGHAUSEN MS PRIOR TO PROCEEDING WITH z 0 0 w cc Cc 0 0 r 0 Z 4 Z 0 1- J 0 w aT 0 N v u EUAREVO N ° OM,. S6 .9 0 SANITARY SEWER GENERAL NOTES ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR P.D. BRIDGE. ANC MUNICIPAL CONSTRUCTION." WASHINGTON STATE DEPARTMENT OF TRANSPORTATION ANO AMERICAN PUBLIC WORKS ASSOCIATION, WASHINGTON SATE CHAPTER. 1994 EDITION. TOGETHER WITH THE LATEST EDITION OF THE CITY OF TUKWILA ENGINEERING STANDARDS, AND VAL VUE SEWER DISTRICT STANDARDS. 2 AN ARPROVED COPY OF THESE PLANS MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. IT SHALL BE THE STILE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN CITY RIGHT- OF -EwAY. 4. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE VAL WE SEWER DISTRICT (206) 242 -3236 MUST BE CONTACTED FORA PRECONSTP,UCTION MEETING. 5. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBIUTI' OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SIDEWALK OR BUILDING SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN ENTRY ACCESS HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION SERVICE (1 -800 -422 -5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE IMMEDIATELY CONTACTED IF A UTILITY CONFLICT EXISTS. 6. THE SANITARY SEWER SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE VAL WE SEWER DISTRICT- ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY. 7. ALL NEW SANITARY SEWER LINES SHALL BE SEALED OFF AT THE EXISTING TRUNK CONNECTION POINT UNTIL ALL UPSTREAM CONSTRUCTION IS COMPLETED, CLEANED, TESTED, CAMPED, AND ACCEPTED BY THE VAL V'UE SERER DISTRICT- ALL CONSTRUCTION DEBRIS AND 'HATER SHALL BE REMOVED FROM PIPE PRIOR TO OPENING SEAL. 8- MANHOLES AND !IDS: A. ALYPE - 48 -INCH MANHOLES SHLL BE CONSTRUCTED PER WSDOT /APWA SiA N DETAIL B 23A WITH ECCENATRIC CONES 8. ALL MANHOLES SHALL HAVE A MINIMUM DROP OF 0.10 FEET BETWEEN INVERTS. C. ALL MANHOLES NOT IN PAVED AREAS SHALL HAVE LOCKING UDE D. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ADJUST ALL MANHOLE TOPS TO MATCH FINAL ASPHALT ELEVATIONS AND GROUND ELEVATIONS IN LANDSCAPED ARUS. ?9. SEWER PIPE, BEDDING, AND TRENCH COMPACTION A. ALL SEWER PPE SHALL BE ONE OF THE FOLLOWING AS DESIGNATED: I- P.V.C, CONFORMING TO A.S.T.M. S -3034, SDR 35. 2. DUCTILE IRON, CLASS 50, CONFORMING TO A.W.WA C151- 3. PIPE MAY BE ANY OF THE ABOVE PROVIDED, A) PIPE JOINTS MUST BE OF THE SAME MATERIALS. AND B) WHERE A PIPE MATERIAL IS SPECIFICALLY SHOWN ON THE PUN, THAT MATERIAL MUST BE USED. 4. MINIMUM PIPE COVER AT MANHOLES SHALL BE 8.0 FEET AND 5.0 FEET BETWEEN RUNS. B. PIPE BEDDING SHALL BE AP .WA. TYPE "F" WITH MATERIAL CONFORMING TO SECTION 9- 30-'A(2). C. TRENCH BACKE. SHALL BE COMPACTED 70 MINIMUM 92% DRY OPTIMUM DENSITY PER A.S.TM 0- 155: -70 (MODIFIED PROCTOR) PRIOR TO TESTING SEWER LINES FOR ACCEPTANCE. 10. SIDE SEWER LATERALS: A SIDE SEWERS SHALL BE 6 -INCH MINIMUM DIAMETER AT 20% MINIMUM SLOPE. SIDE SEWERS SHALL BE TESTED FOR LEAKAHE SAME TIME THE MAIN LINE SEWER IS TESTED. IF NOi TES7E0 TOGETHGE ER, AT PRTOVIDE TES TEES AT SEWER MNN CONNECTIONS. C. BUILDINGS WITH GREATER THAN 10 UNIT SHALL BE SERVICED BY ONE CF THE FOLLOWING METHODS: DOUBLE 6 -INCH DIAMETER SERVICES CONNECTED TO TRUCK BY STANDARD TEES OR INTO MANHOLES. 2. SINGLE 8 -INCH DIAMETER SERVICE WITH CLEANOUT, CONNECTED TO TRUNK INTO MANHOLES ONLY. (ALTERNATE CONNECTION METHODS ARE DEPICTED ON PLANS.) D. ALL LATERAL CONNECTIONS TO SEWER MAINS SHALL BE MADE WITH A WYE OR SWEEPING TEE. 1 I CONSTRUCTION OF DEWATERINC (GROUNDWATER) SYSTEM SHALL BEM ACCORDANCE WITH THE A.P.WA STANDARD SPECIFICATIONS, SECTION 61 -3.02, 1981 EDITION. 12. WHENEVER SEWERS MUST CROSS UNDER WATER MAIN THE SEWER SHALL BE LAID AT SUCH AN ELEVATION THAT THE TOP OF THE SEWER UNE IS AT LEAST 36 INCHES BELOW THE 80TfOM ON THE WATER MAIN. 13. BUILDINGS SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING UNE OF ANY SANITARY SEWER PIPE. 14. PRIOR TO OCCUPANCY, THE DEVELOPER SHALL GRANT 10' WIDE SANITARY SEWER EASEMENTS TO THE CITY OF TUKWILA. 15. CLEANOUTS SHALL BE PROVIDED AT THE RIGHT -OF -WAY LINE FOR LATERALS ENTERING THE PUBLIC RIGHT -OF -WAY. KING COUNTY WATER DISTRICT NO. 125 STANDARD NOTES 1. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTANED FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATION SHOWN AND FOR DISCOVERY OF POSSIBLE ADDITIONAL UTILITIES NOT SHOWN SO AS TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL CONTACT THE U7WTIES UNDERGROUND LOCATION CENTER (1 -800- 424 -5555) PRIOR i0 CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE CONTACTED IF A U71UTY CONFLICT EXISTS. 2. CONTRACTOR SHALL NOTIFY DISTRICT ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE OF ALL REQUESTS FOR STAKING, TESTING OR INSPECTION. 3. CONTRACTOR IS RESPONSIBLE FOR CONTROL AT THE TIME OF STAKING. 4. CONTRACTOR SHALL FURNISH SHOP DRAWINGS FOR APPROVAL WHERE REQUIRED BY THE DETAIL SPECIFICATIONS AND FOR VARIATION FROM THE ENGINEER'S DESIGN. 5. CONTRACTOR SHALL INSTALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, WATER DISTRICT N0. 125 SPECIFICATIONS, AND CITY OF TUKWILA STANDAROS- 6. CONTRACTOR SHALL FURNISH ALL MATERIALS_ 7. ALL WATER MAIN PIPE SHALL BE DUCTILE IRON CUSS 52, PUSH -ON JOINT OR MECHANICAL JOINT CEMENT LINE (ANSI A21.4), EXTERIOR COATED WITH COAL TAR VARNISH. INSTALLATION TO BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. ALL FITTINGS SHALL 8E CAST IRON AND SHALL CONFORM TO APPLICABLE PORTIONS OF ANSI STANDARD A21 -10, .1.11, BI6.2, 816.4 AND A21.53, WITH A MINIMUM PPESSURE RATING OF 150 PSI AND WILL BE CEMENT LINED. 8. ALL GATE VALVES TO BE MUELLER. ALL HYDRANTS TO BE MUELLER, 9. CUT -INS AND LIVE TAPS TO BE MADE BY CONTRACTOR- WATER DISTRICT N0. 125 SUPERINTENDENT, ENGINEER AND CITY OF TUKWILA INSPECTOR MUST BE NOTIFIED 48 HOURS IN ADVANCE. 10 . CAST IRON MECHANICAL JOINT SLEEVE COUPLINGS REQUIRED. 11. TAPPING SLEEVES SHALL BE MUELLER CAST IRON, JCM EPDXY COATED STEEL, OR ROMAC SST WITH STAINLESS STEEL FLANGE. 12. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING PIPE TYPES AND SIZES FOR COUPLINGS, CONNECTIONS, CUT -INS, AND LIVE TAPS. 13. 3 -1/2 FOOT MINIMUM COVER OVER ALL WATER MAIN PIPES. 14. DEVELOPER TO PAY FOR STATE, COUNTY AND CITY INSPECTIOF FEES. 15. ALL METER LOCATIONS TO BE COORDINATED WITH WATER DISTRICT N0. 125 SUPERINTENDENT. 16. ALL EXISTING FIRE HYDRANTS AND MAINS TO BE OPERATIONAL PRIOR i0 COMMENCE OF CONSTRUCTION. 17. NO CHANGES ARE TO BE MADE WITHOUT WRITTEN APPROVAL BY THE WATER DISTRICT N0. 125 SUPERINTENDENT OR DISTRICT ENGINEER AND THE CITY OF TUKWILA PUBLIC WORKS ENGINEER. 18. REFER i0 WATER DISTRICT N0. 125 CONDITIONS AND STANDARDS, AND TO THE CITY OF TUKWILA STANDARD SPECIFICATIONS FOR ALL REMAINING NOTES AND DETAILS. 19. PROVIDE 3/4 -INCH SERVICE LINE AND TAP CONNECTIONS FOR EACH EXISTING WATER METER. 20. MAXIMUM ALLOWABLE OPEN TRENCH SHALL BE 80 FEET. 21. STOCK PILES SHALL BE COVERED DURING ALL PERIODS OF PRECIPITATION. 22. MODIFIED PROCTOR COMPACTION AND MOISTURE CONTROL TEST REQUIRED AND COPIES OF TEST REPORTS SUBMITTED TO THE DISTRICT ENGINEER. ALL COMPACTION UNDER PAVED AND TRAFFIC AREAS SHALL BE 95% MAXIMUM DENSITY MODIFIED PROCTOR PER ASTM D -1557. ALL OTHER AREAS TO BE 90% MAXIMUM DENSELY MODIFIED PROCTOR. 23. ALL VALVES, FIRE HYDRANTS AND SERVICES TO THE METER STOP TO BE INCLUDED AS PART OF FIT PRESSURE AND PURITY TESTS. NO EXCEPTIONS. 24. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH CNY OF TUKWILA REQUIREMENTS. ADA CURB RAMP /CROSSWALK NOT TO SCALE 25. ALL PIPE AND APPURTENANCES TO BE TESTED TO WITHIN 10 FEET OF ANY CONNECTION POINTS UNLESS OTHERWISE APPROVED BY ENGINEER. 26. CONCRETE THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS, TEES, VALVES OR OTHER APPURTENANCES WHERE INTERNAL FORCES REQUIRE RESTRAINT. BLOCKING SHALL BE IN ACCORDANCE WITH WATER DISTRICT NO- 125 STANDARDS 27. THE TESTING AND DISINFECTION OF THE: WATER SYSTEM SHALL BE WITNESSED BY WATER DISTRICT N0. 125- 6" MIN RISER DESIGN WS EL=23.5 6" NOTCH WEIR EL-22.75 INLET PIPE ISOMETRIC VIEW NTS IE =21.0 1' SECTION OF PIPE ATTACHED BY GASKETED BAND REMOVAL TO ALLOW RESTRICTO.R PLATE ORIFICE DMA. 5 -1/4" TYPE 2 -54° FLOW CONTROL STRUCTURE NOT TO SCALE 1:48 MAX. SLOPE TO PRIMARY ACCESSIBLE BUILDING ENTRANCE RAMP iE %TUBED BY IMPRINT Jf MEDAL GRID r NIrr 1:12 SLOPE MAX 44' MIN. SEE PLAN TO ANY PORTION 0 TROP -T INCLUDING ELBOWS TEMPORARY INTERCEPTOR SWALE NOT TO SCALE NOT TO SCALE 4" COMPACTED DEPTH CRUSHED ROCK BASE COURSE Z COMPACTED CEPTH CLASS 'B' A.C. PAVEMENT 8" SUBGRADE COMPACTED TO 95% NOTE: REFER TO GEO ECHNICAL REPORT BY GED ENGMEERS, DATED FEB. 23. 1998 FOR ALTERNATIVE SECTIONS AND SUBCR +DE PREPARATION. PARKING LOT PAVEMENT SECTION (ON -SITE) DETECTABLE WARNNG NOTE: 1:48 SLOPE CORRESPONDS TO 2% SLOPE ON SITE GRADING PLANS. ACCESSIBLE ROUTE OF TRAVEL SHALL BE BORDERED BY 36" WIDE (MIN.) SLOPE NOT TO EXCEED 1:48. VERTICAL OBSTRUCTIONS IN THIS ZONE SHALL NOT EXCEED 1/2" HT. MINHAUM EXTERIOR RAMP WIDTH IS 44" REFER TO SITE PLAN FOR RAMP WIDTHS NOTED OTHERWISE PLAN VIEW NTS FRAME GRATE AND SOLID COVER MARKED DRAIN WITH LOCKING BOLTS SEE NOTE 3 AN 25. D KCR S DUGS. 2 -022, 2 -023 RIM VERTICAL r ATE FOR SECONDARY GR MLET HANDHOLDS, STEPS OR UDDER SEE KCRS D'NG, 2 -006 1,21.00 SHEAR GATE WITH CONTROL ROD FOR CLEANOUT /DRAIN FOR ORVERTICALL ALIGNMENT WITH COVER) SEE KCRS DWG. 2 -206 HEAVY PAVEMENT SECTION BY FEB- 23, P O998 (ON -SITE) FOR ALTERNATIVE SECTIONS AND SUB.., PREPARATION. NOT TO SCALE ADDITIONAL UDDER RUNGS (M SETS) TO ALLOW ACCESS i0 T ANR VAULTS WHEN CAT IS K$ FIOLLED WITH WATER NOTES, SECTIONS AND DETAILS NOTE: 1. USE A MINIMUM OF A 54 -INCH DIAMETER TYPE 2 CATCH B0.,01. 2. OUTLET CAPACIE. 100 -YEAR DEVELOPED PEAK ROW. 3. METAL PARTS: CORROSION RESISTANT. NO- GALVANIZED PART PREFERRED. GALVANIZED PPE PARTS TO HAVE ASPHALT TREATMENT I. 4. FRAME AND LADDER OR STEPS OFFSET 90: 0. CLEANOUT GRATE IS VISIBLE FROM TOP. B. CU'MB -DOWN SPACE IS CLEAR OF RISER AND CLEAN°, CATE C. FRAME IS CLEAR OF CURB. 5- IF METAL OURET PIPE CONNECTS TO CEMENT CONCRETE PIPE GOLF PPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE 1.0. LESS 1/4 INCH. 6. PRUDE AT LEAST ONE 3 -INCH X .090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL (MAXIMUM 3' -0' VERTICAL SPACING). 1. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN. 8. LOCATE ADDITIONAL ADDER RUNGS IN STRUCTURES USED A ACCESS TO TANS OR VAULTS TO ALLOW ACCESS WHEN CAT. BASIN 15 FILLED WIP WATER. 3' HIGH MAX. MASONRY BLOCK WALL E %. DITC FROM CHE =M SPAC SWILL SLOE 5% - 10% > 10% IOC 3' SHALE i c ROCK CHECK FLC'NLIRE / I 1 DAM KEY ROCK INTO SHALE 0.25' (MIN.) SWALE X -3ECTM AT HOCK CHECK DATA 1.C' MIN. Imo-- 5• FLOW 1 _ KEY ROCK INTO SWILL MIN- C -27 ROCK CHECK DAM DETAILS NOT TO SCALE SILT ONCE 9JSiALLATION NOTES 2 THE Rl. FABRIC AD. STALL Ef N.ALLt. TO F.L. nF 'axouRS (.RE FFASBLEI. 05 FEB ES% Sh. 6E SPACED A MADLY CT 6 -' APART AND GRIA. ECURELY MTO THE SRG6'M7 (IENYL c 30 ?Cs 3. A TENCH 9 BE IXG'VRiBT. R..' 821.. 'W.. AND 12 KISS DEEP, UPSLOPE AND ADJACENT 70 THE 'WOW PET TO RELY iFE FILTER FAa:t i0 E BURIED. 4. 'MIEN SEAWARD SFP.GTH Fi E FAnRv 5 LSa, A WEE MEai SUPPORT FENCE STALL BE FASTENED SEC'IRFLY TO TTE CRACK SW OF TEE ESE USG HEAVY DUTY WIRE STARES AT .ST 1 'NCH LONG, TE WP. CR HOG RPGS HIE WRE SHALL E TEND INS !HE TRL.11 A MLM OF 4 ICIEST AND SHALL NOT .159 17. WAN 36 INCEST NEVE THE ORE. GROUND 91REN. 5. THE STANDARD STRENGTH FILTER FAST€ SHALL BE STN... CR WIRED TO THE FENCE, ANO 20 INCHES OF T. DE. ',AL 2 DOMED Hr EN6L THE FAEMC ,N.1'ATL NOT ...IRE WAN 36 21C-ES A56, THE °AIG.AL•A .0.N11 SEWALL FILTER RABIC S.L NOT iE SANDED TO DUSTING 6. 'HI EN EX. STRDGTH DIU FAB. ANO COST POST gACANG APE LIED, THE ERE MESH MAKE MEE WAY EE R:lLNAiE9. N9.'61 A CA, TE FIIER T.LC5 STAPLED OR YAP. DECRY TO 'G£ RES''MTH ALL OTTER PROMO. OF STANDARD NOTE 5 APPLYNG3 7. THE TRENCH SHALL ...FILED `.111 3/4 -DDT IMF. WEER WG:.EU l3LAYET. 8. FLU FMK FENCS SHALL BL YOrFV WEN Tiff 'PA',£ THER Ur1FUL PGR HOSE ELT NOT BEFORE T. TIED. AEA. BEEN ?ERA ,BCIY STAMM. 9- FILTER FMK ELKUS SHAH BE INSPECTED IIAIDATEY ARE DIG-1 RALATALL AND AT LEAST GATT BERG PROLONGED WE._ ANY SE00. .(0 $ SALL BE AWE 1111.ATELY. 30 25 THE DETER FA.% SHILL' BE P.L.SE Y A C"`4 -tNq65 ROIL CUT TO THE LENGTH OF WE E:.RRin TO AGO .g wtiT> VELA JOYS ARE NECES'F,Y, FUER CLOTH WEL BE 'RICE TCGET.x. CAL: M A SE. ESE ADH A L4MYUM 6 -UGH OVERLAP. AND B. EATS a5..5yY FA,OED TO HET. 20 NEW PARKING ROCK DAM X- SECTON 4 MAX MASONRY BLOCK RETANING WALL TOP d =25.0 25 SUMP BEHIND ROCK CHECK DAM SHALL BE INSPECTED DAILY, AND CLEANED 'NHEN COLLECTED DEBRIS q Rr pEN E%CEEPUS 1 OF ITS DEPTH ,G � pERIMG / NOTE: ROCK SHALL BE 4' MINUS QUARRY ROCK. MODULAR BLOCK RETANENG WALL TOP EL 24.5 BOTTOM EL =21.0 15' A C. LRE D41_ - FLIER FABRIC PHOTO0MM Z I I 7 STEEL FENCE P0Ds FILTER FABRIC MATER. 2'.2".ta Ga WIFE FABRIC 00. EOUrv. FILTER FARRIL 77,r 16' WOE ROLS. USE STAPf£5 OR WIRE RINGS i0 ArtATCN FA&RIL TO WIRE ABR Gt E X ' F IC OR Wrv. CATCH BASIN PROTECTION DETAIL NOT TO SDLE 711 I I i�'I I =111 =I II. I I1 =1 1 =� I1 =III I I =1 = URT gf IN of miEa - ER4L N 4 :it' TRExCM �- 1 6' MU II SILT FENCE DETAIL NOT TO SCALE N EX: GRADE AT SECTION DEfENTION/EEI POID MIN TOP EL =24S MAX W.S. EL =235 NORMAL W.S. EL =21.25 BODOM EL =T 4.0 PROPOSE GRADE AT SECTION WET /DETENTION POND - SECTION -A CELL41 :....... 1 HORIZONTAL 1 "=5' VERTICAL 1'=10' HORIZONTAL I " =5' VERTICAL DETENTION/WET POND MIN: TOP EL =24.5 MAX. W.S. EL =23.5 NORMAL W.S.EL =21.25 BOTTOM ED =14.0 LENGTH VAIRIES (65' 70') SEE PLAN WET /DETENTION POND - SECTION B w wxERE PoxolxL 41ER ABOVE inE UTCn Unslu xoT ausE TwssHC Paoeuus Iu EflO50x Oh Q pw s NOT R6U OVEAaaw' wE01Elu�I WwS A ST OanGE inE uuxs D2cco 055 EXTRUDED CONCRETE CURB DETAIL NOT SCuE 10' MIN r FLOAT DEPTH =0.2' MAX 6 MI 6 C CU - •' o p o i o .' o . 0 • NOT TO SCALE 6" MIN. DEATH, 2 " -6" OW QUARRY SPALLS OVERFLOW SPILLWAY DETAIL - 2' CONCRETE BAFFLE DETAIL FOR o cmPESVnNGS o c! 2 7 _100 PERU, C,NTER X EX. - PARKING TO REMAIN ' PEflF. GRUN PIPE 'WRAPPED F RH FILTER FABRIC. a a_ ROLR UxOER PIPE M T.P OF POND EL= 24.5 TOP OF ROCK EL.= 24.0 BOT OF ROCK EL= 23.5 6' CHAIN LINK FENCE FOR EQUIV. AS APPROVED BY CITY OF TUKWILA) _iG-- ELI"' ASP-A.; :1P; - :• ;L'- I. CA-C-4 CATCH BAS,*. S'0Rf :kA;.•_ LINE SA !TA.•i'• SEAR MA SAhr7A,="' C . C E. 4 L T W 1 =30' CALL BEFORE YOU DIG: 1 -800- 424 -5555 1 ?R'1/r.- Sv2Fk:.e 15 PJv ( CLea...14.4' rt: 1 L i N Zc>� SOUTH 124th STREET 1 E 2 CB i' 21.O5 MATCI' EX. 24LF B" C" P 0 0.67% 24.25 EX. CE RIM =22.55 IE= 20.10(12" ADS E) IE= 20.00(12" ADS SW) ADJUST R!M TO FINISH GRADE EL =23.2± IE =20.0 (8" NW) L =' 23 0 111 IF 8' 0.1. 0 0.50% EX. CB SOLID LID R„1 =22.81 c' PYC E =20.34 EE 12' CONC SE =19.64 E 12" CONC NE =19.94 ADJUST RIM TO FINISH GRADE EL =2281 Ex. C8 TYPE 2 RIA =22.40 1E 12" ADS 5=17.95 IE 12' CONC WW =19.33 E" PVC E =20.34 1r 12" CONC w= 17.90 TOP OVERFLOW =20.75 6 PVC E CONNECTS TO DETENTtOR P(26" CONC) Sta.3r2 :2.65 - 68 - A 0.70% = 2' €: s - ∎••or • EX. C8 RIM =24.61 (IN PLANTER) IE 15 CONC NE =20 -31 IE 15" CONC S =20.41 IE 6" PVC NW =21.06 (TO BE REMOVED) ADJUST RIM TO FINISH GRADE =23.75 NEW 1E (8" SW) =20 -48 NEW IE (8' NW) =20.3 Q rX. CB \. RSI = 20 5± \ . NOT 73 SCALE EX. RIM =20.73 C8" - • N= 18.01 , 1 • . TE C8 7' TO FLOW LE11E OF 1$131 GLITTER . ' STA_ 11317.67. n' Lf~ 7 . C_ I HOT TAR SEAL 0 JOINT E3 'ST. AC. PAVEMENT PATCH rLr: CITY :vF T 61<WILLA STD. PLAN RS -3 SAWCUT EX. A.C. PAVEMENT - 111t 4111 nr \�. • .. NEW WALK NEW EXTRUDED CONCRETE CURB (TYP) PER DETAIL SHEET C5 EXISTING OFFICE BUILDING FINISH FLOOR EL =25.74 wIDE STEEL TROWEL FINISH 2 MN_ COMPACTF) SUBGRADE 5` M:'. C ii A S - XrSTN; VERTICAL CURB 2. 05= ,� - LS w0 EX PIZ CaJ t 124 S•! - -EX. WALK Ex_ CB (TYPE 11 RIM= 2323. B2 IE 8" CONC NE =21.47 w 6' CONC Sw =20.67 [PEP 04,25x ASPHALT INS': AL L EXPA , tSION JOT`:'• c '® 20 C M?. PORTLAND CEMENT CONCRETE SWALE DETAIL EX_ DETB•lTIOW POND TO OE RECONSTRUCTED AS A C NBIPED NET/DETENTION POND MIN. TOP OF POND ELY- 24.50 MAX W.S. EL =23.50 TOP OF DEAD STORAGE EL =21 25 BOTTOM OF POND E L =14.00 EX. LIVE STORAGE= 21.000 CFI U'/E STORAGE PROVIDED = 25,533 CF DEAD STORAGE PROVIDED = 44.000 DEAD STORAGE REQUIRED= 40.329 Cr Il 1 1 r ),j'1 C r itiol A- 1 1 1 . 19.64 I (SEE JET. SH 6' CHAIN LINK - ENCE C R EOUNALENT .---- SA IC FT X 12" CMP , = i REMOVE 10 LF CE PIPE. PROVIDE 6'x6'x12 - ; THICK RIP RAP PAD RIM =23.19 \ % . . 1 12 CMP NW_:::_ ..9.5e .. \'. • WATER LEVEL-20 .5 .• 1i «\ r 4 IE 8 CJNC =27,19 DIT*I.S cc T14,c C . L - L-... fs iC Gn['t c Y s i,Gt'e SAW( U ANP REMOVE 3 EY !STINC; ! SPHALT PAVEMENT ' PLACE MENT ON PRO.'OSL U CURS AND GUTTER. RE S1ORi PAVEMENT PER CITY DETAIL RS -3. NOTE: CITY INSPECTOR SHALL INSPECT AND APPROVE ALL GUTTER FORMS PRIOF TO PIACEMEN1 Or CON C Ri IE 48 CONC N -9 20 L \ - � N IE 48' CONC 5 =9.70 Ex. CB I; 48 CONC W -9.20 ) EX RIM =20.73 - _ S1A 11 +17.67. 11' LT. \, PFI.00ATE C6 7' NORTH TO �-- f LOW LINE OF NEW GUTTER W_:18.06(MATCH EX.) Rid EL =20 53 ATE- CON'RACTO SHAL; f 2 t h cATE SI "A >✓ • - 22.0i MATCH EX. RELOCATE EX :;E 7' NORTH STA_ 11417.67. 16 LT EX. RIM= 20 33 1 REPLACE GRATE W /SOUD LOCKING LID NEW RIM= 21.0- REMOVE EX. ASPHALT TO NEW IE 8" CMP E =18.83 CURB AN! GUTTER LINE IE 12' CON[ N =16.38 NEW 5 CONC. SDEWALJO EX. FENCE- w/ CURB Ate GUTTER PER TUKWILA STD. RS - 11 _ co a ' CTOR SHALL RELOCATE FENCE 3 NORTH OF__NE SIDEWALK EX SDMH RIM= 21.94 IE 18" CMP E =10 -39 IE 15" CMP W =10.39 luks•'.K - JA `A DEPA = 7N Cr fit` A.k. -TS II.P:FS ... � ,�, - _ S E. riI t - .i*: et A vaotsr+Slill-'L''R 9LiY - I EX CF. WLsJLID IE-19 ?' - IE 8' Cur : - 1 ).0 If 12' CO•C , - • :,.6 It 12' CONC S 13 4 L • • MATCH EX. SIDEWALK_A tL. =21.5± EX._ POWER PO, c (10 REt4AJN) : =;1 AS.; -- •' - O% S't_ = -A = -V- ..- CI• xSOR,P •^ : * Me"( A , ' V 1L, V \ v "-4, WA' .. Lr 71: E : - ' 7 i _ ?E COW: = A . ..•�.�.. 5..��� -. .y �t'C'. t ��c . ' , �C qW _ - \ WahLAEN ==s 'E •=:w1:_ ^ti S"t CJI:"'•? - VEk - `F - .RA • SO.a"S.. :;' :JA's - K _ �.c +OK a .:QE' 9C2 ' ' J7�'I'+. :'AF'. ; -�► _F . a` � �. L">IL y. IILVAL >� ' D15 . L. E 2 �1QIIE: .' 3E S'R. r ;:. � " _ �+"'� - ?F x =` . f. � t ' . .4 S. s11F. "% £. E m :.a"�' AMC • J - tP - Ca ;+ - -f C: �w'Iii11C"' a.R ` or 'C IE REQA -41 OWS - 'V CF S = �c�',h�>�1� ,y SA;� 1►rXT� 9414..1. Alm tE - R'ESPJN6119 JE -E cT''.IRL t01q_ c.�"' Esc. SNAP RIM =21.63 IE /8' CMP SE =12.58 iE 18" CMP w =10.18 IE 30" CAP S =10.68 IE 48" CONC N =10.68 ADJUST RIM TO FINISH GRADE a- 22.3 /EX_ POWER POLES TO BE REMOVED CONTRACTOR SHALL- COORDINATE WfTH APPROPRIATE JT1UT v AGENCIES. Ex C8 TYPE 2 W /SO! !C LtC RiM =22 - 45 IE 8" CUP E =20. It 12 CON[ E= • '.65 IE 18' CyP !�E =13.95 F� t � .�. .:US R... �. .. EL =22.4- NE tE =19 4 ;6' w) LEGEND n R` PT ^'� EXISTING PROPOSED UTILITY CONFLICT NOTE: CAUTION THE corviC : 9*.. ,E R;� i = rE `9 xis JrE *f . 60 *C X OF k E7�fiR . ' l�'1Ez > E� WI 3N j►ESE o.41r6 3R NC'r p POMOUNIC +E 4' 43c S:.RVE Imo '1'E `0iirz'M'�1i• ' :v_ [/Ill .CICAt'1a �IIOR Tip C "'1011 "s i4 9*: 'IC`...'CU : w[ .''E JC.ATE • T-.-44-555 NC !I Q POPA MI( OF _'c E>rS 7.4V 73 "mac s CAI rt Or Eti `rL. R rSir.i C:` 11Ew1Fw w4 +ER : 'I['' :; .K ems' .00610 OF SAID URI it 9.011.1 1tl r1 ON ESE ?.we ME an= .aa► •;4:~Inc Nem 1 4WD 'A LT TO 110110101i. IF CONF.tC" 5 9OL 0 * C 00 aE SPOIL COLIC: MINIUSDI C016C7 U C DEERS. INC NESOCrIE I>� . 10 MIIICIDEMPIC 1111101 • , � f 1 c, . ' E a }i TM' .4 ' 1 �LM J_:J ' J �,�"-■ h ,` 1! 12" Cu( N' S 17.07 ;IE 7 CONC, NF =16 64 , ; .• t . AUC A - w / .',CURE AND GUTTER \'E R" T,1 W;LA RS-- 11 \ I • 1i, :1C- 11 , + / , MATCH t X 1 -1E x. CB fPE 1 1 a' , rM =21.04 " . ..�► IE 12" CON[ N= 17.59 ` D i t ' , .`� lit NEW CURB RAMP 21 4± MATCH EX ' , 21.05 1 ' 1 IMATCH EX I NEW C8 49 TYPE I'' 01 ` . -- -fiAf- 2 -5 - - - - - - :„• ' IE =2416 ) + : 1 , ' NEW' CURB RAMP PER ' tt , - -.. . DETAIL RS -11 t 1 IX. ; CLEANO.' 1 '• 21-5-} - 2L75 1 1 1 MATCH EX. MATCH EI 1-1-7 1000 AV `'� :' D(. C8 RIM =21.93 IE 8" CMP =20.18 E.X. CE f21M =21.98 1E 12' CONC E =16 78 NEW CB, TYPE 1 STA. 9 +:57.73. • RIM =22.1•' IE =19.5; ` LF 6 NEW 5' NC. SDEWALK w/ CURE AND PERD cry DETAIL -.1 • • • lw ?3.0 HW 22.0 : t• 11- PA' 24.5 E3w= "; r i EX CF 1 tF! 7 Z►IA ?1 .3`1 IF= 16 {t" ,. ON' IE =1 7.00 ti .C.ANC. W) t CONC S) ? CMP Of.= 19.37 2 . NEW WAL A L M L gyW sr y' 4 JSF4 AND R &1 ' E•1 CURB; GUTTER AND , SIDEWALK LAS REQUIRED. E 12' CONC S =15.x. '. . 1 16 12" CONC w =15.' .1 i SAaic : AND REMOVE 3' MINIMUM OF EX'ST1NG IASPHA.LT I _\ •23,0± i maTra r PAvEmENT FOR PLACE EN1 ON : PROPOSED CURB AND Lr"TER. J t. • RESTORE PAVEMENT PE CITY ° �: DETAIL RS-3. . '. 1 • b NOTE: SEE Dt3iAOLfT1ON AND T.E.S.C. PLAN FOR EX. STORM DRAINAGE TO BE REIIAOVED NEW cB 416 TYPE) RIM= 2 3.00 IE =21.33 GRADING AND STORM DRAINAGE PLAN • • f'R1 N1 NEW CB 07 TYPE I RIM-23.00 IE =20.78 r� NEW HEAVY : DUTY PAVEMENT PER DETAIL SHEET C5 • r 1' le 10 FACE Ot BUIWING • -4 N89'17'2411' • -.-_ :'4 - - -.. NEW - PARKING GARAGE FF= 24.5 -- __ __ - 15 LF 6" PVC y, O 1.U.; NEW CB/ RIM =23 .Er -70 11 (Ix. 15" SW) IE ;- 2(41 17 Nos W 15' E) • / • NEW C8 +4, TYPE I Ns-24 00 1=21.00 IetIESZELiKL IVEI CONSTRUCT ON EX. 8' RIM 23 50 1C---21 12 (F x 8" 5W) \ 1E= 19 70 NEW 15" E, w) If -20 46 ,NFW 8" N) CONCRETE CUM PER DETAIL SHEET C5 4' IIAOOL AR BLOCK RETAINING WALL (FACE FROM OF P /I ) WALL 2' M1N. (SEPARA1E PERMI1 15 EQ 6' H CHAIN UIRED) WITH LINK FE TOP El.= 25.0 n -21.0 C8 iL TYPE 11-48' RIM =23.5 IF= 19.25 (18' W) (15"__S_ 34 Lf AL" l.f CY 4 ' 13 MIN Ex. CB (TYPE 2) RIM - . 22. 75 IE 15" CONC w =19.65 11 15' CONC E =19.37 NEW SDCO RIM =24.25 1F=- - t NEW _P�'AA.IfVG LOT PER DETAIL SHEET C5 24. Ir C 4 IIAODL AR BLOC: Tw = 2 RETAINING WALL F W 21.5 1 OP EL= 24.5 BOTTOM FL = ?0.5 • TW 24 5 Brv= 21.5 24 J NEW C8 TYPE III -54' R.OW CONTROL STRUCTURE RIM-. 25.0 ... I E • 21.00 m' PER DETAIII t I f- 1 r C5 1 P 'pt. TAIL SHEET C5(FACE OF WALL MIN. 2' EROM P/L) Tri #11°E.: POND '442 I 1 1.. I I 1 1. • S.R. 599 R.C.W. EMERGENCY SP1ll WAY ut 255 2 2n kF OW plans lame kern mimed by dm Pubic susdesdis. Amour= Is sdint OP am aloft* allmes. Ile mesailIke away d ass sift el• eldomrallims &It lair III illerampum argaseafteilleadoll MM. b ID Mil IWO. Wads los • cm cr cc 0 cc cD ■ x : L i 0:7 0