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HomeMy WebLinkAboutPermit D98-0276 - LA QUINTA INN (PURGED)D98-0276 LA QUINTA INN 7200 FUN CENTER WAY 2423049013 Purged December, 2001 according to Public Records Retention Schedule and Destruction Authorization dated August 3, 2000. Disposition Authority NWI1ber S00 -1'1. a�: SHEET INDEX CIVIL ARCHITECTURAL 0201 HORIZONTAL CONTROL PLAN C301 SITE PAVING, SICIW E & S:°.RRS PLAN C401 GRADL4G Ate DRAINAGE PLAN 0401.1 GRADING AND DRAINAGE PLAN C501 UTILITY PLAN COI U1MJTY COORDINATION PLAN C701 SEDIMENT Ate UNISON CONTROL PLAN 0901 PAVING DETAILS Cee'01 CM,. SiiE 9MPROvE ELTNT DETA6S C1001.1511E IIPROVEMNT DETAILS CI001.29TE IMPROVEMENT DETAILS C1101 SITE DETA■.S C1201 ARQfTECUIIAL SITE FEAN LANDSCAPE L -1 L -2 L -3 1-4 1103 1104 1105 LANDSCAPE PLAN LANDSCAPE LEGS. NOTES & DETAILS. ROGATION PLAN MIGNON LEGEND, NOTES & DETAILS. ENLARGED COURTYARD PLAN COLO1 YA187 DETAILS COURTYARD DETAILS POOL PD101 POOL DETAILS P0102 POOL DETAILS CIVIL CIVIL ENGNEER OF RECORD: KPFF CONSULTING ENG. 111 S.W. 5TH AVENUE. S1E 2500 PORTLAND 97204 PHONE: (503 227 -3251 LALAL 91AHBANDER 6101 GUESTVANG FIRST FLOOR PLAN A102 C_ESTMNIG SECOND FLOOR PLAN 6103 06165TIMNG A THIRD FLOOR PLAN A104 GUESTWING A FOURTH FLOOR PLAN A111 MOM ROOF PLAN A112 ROOF DETAILS A201 EXTERIOR ELEVATIONS A202 EXTERIOR ELEVATIONS 6203 BUILDING EXTERIOR ELEVATIONS A204 EXPANDED PEDIMENT DETAILS A205 EXPANDED SIGN PEDIMENT DETAILS A211 LOBBY BUILDING SECTIONS A212 LOBBY BULDING SECTIONS A213 GUESTWING BUILDING SECTIONS AND DETAILS A302 LOBBY BUDDING SECTIONS / DETAILS A304 GUESTWING WALL SECTIONS A305 WALL SECTIONS AND DETAILS A306 GUESTWING WALL SECTION DETAILS A306.1 CUES -ONG WALL SECTION DETAILS A307 GUESTWING WALL SECTION DETAILS A308 GOES-MHO WALL SECTION DETAILS A309 GUESIIMNG WALL SECTION DETAILS A310 ELEVATOR FIRE DOOR & GUESTWING DETAILS A310.1 AREA SEPARATION WALL FIRE DOOR A401 ENLARGED LOBBY FIRST FLOOR PLAN A402 EXPANDED FLOOR PLAN DETAILS A403 EXPANDED FLOOR PLAN DETAILS A403.1 EXPANDED FLOOR PLANS / REFLECTED CLUNG PLANS A404 EXERCISE ROOM. EXPANDED PLANS/ ELEVATIONS A405 STAIR PLANS A405.1 STAIR DETAILS & SECTIONS 6406 ELEVATOR and SIGN TOWER ['LAOS and SECTIONS A407 TYPICAL DOUBLE GUESTROOM LA) 6408 TYPICAL KING GUESTROOM (B) La Ouinta Inn N.E.C. INTERURBAN AVENUE • GRADY WAY TUKWILA, WASHINGTON A408.1 TYPICAL KING GUESTROOM W /SOFA (81) A408.2 SPECIAL KING GUESTROOM (32 A409 TYPICAL DELUXE KING SUITE (0 A409.1 TYPICAL 2ND FLOOR LOBBY SUITE (H) *409.2 TYPICAL 3RD FLOOR LOBBY SUITE (J) A410 TYPICAL BARRIER FREE DOUBLE GUES1ROOM (C & D) A411 TYPICAL BARRIER FREE KING GUESTROOM (F & E) A412 TYPICAL DOUBLE 961HR009 LAYOUT (A) A412.1 SPECIAL BATHROOM LAYOUT 0 L EM. SHAFT A413 TYPICAL KING BATHROOM LAYOUT (8 & G) A414 TYPICAL BARRIER FREE DOUBLE BATHROOM LAYOUT (C & D) A415 TYPICAL BARRIER FREE KING BATHROOM LAYOUT W/ ROLL-IN SHOWER (F & E) A416 TYPICAL 2ND FLOOR LOBBY SUITE (H) BATHROOM LAYOUT A417 TYPICAL 3RD FLOOR LOBBY SUITE (J) BATHROOM LAYOUT 6418 BARRIER FREE DETAILS A421 1ST FLOOR REFLECTED CEIUNG PLAN A422 2ND FLOOR REFLECTED CEILING PLAN A423 3RD FLOOR REFLECTED CEILING PLAN A424 4711 FLOOR REFLECTED CEIUNG PLAN A431 CONSTRUCTION DETAILS A432 CONSIRUCTION DETAILS A438 GUESTWING PARTITION DETAILS A438.1 GUESTWING PARTITION TYPES A438.2 GUESTWING PARTITION TYPES A504 WINDOW SCHEDULE 6505 DOOR SCHEDULE A601 DOOR / WINDOW AND SHUTTER DETAILS A602 DOOR DETAILS ARCHITECTURAL STRUCTURAL ARCHITECT OF RECORD: TODD & ASSOCIATES, INC. 4148 N. 48TH STREET PHOENIX. ARIZONA 85018 PHONE: (602) 840 -2795 FAX: (602) 840 -9469 WALLY LASSILA S NERAL INFORMATION ION A- SUMMARY OF WORK THIS PROJECT CONSISTS OF A NEW LA QUINT* INN HOTEL ENMITY OF 153 GOES-MOWS, SIMM' POOL. MEETING ROOM AND ANCILLARY PIJBUC AMENITIES THE LOBBY AND GUESI50IG BUILDINGS ARE FULLY SPRINKLERED. 1_ CONSTRUCTION TYPE PI- 111R. 0 GUESTM90 & TYPE V -1HR 0 LOBBY BUILDING 2. USE GROUP R -1 RESIDENTIAL A -3 ASSEMBLY S -1 STORAGE AND SWIMMING POOL BUILDING - CONSTRUCTION TYPE V -N 13. BUILDING AREAS ((SQUARE FEE',) ALLOWABLE S1 UUING POOL EQUIPMENT 81DG. -TYPE V -N STORAGE AT DUMPSTER ENCLOSUR -TYPE V -N GUESTING - TYPE Ili 1 -HR MAXIMUM HEIGHT 4 STORIES BASIC AREA 13,500 SORT. X2 MULTI -STORY 27.000 X1.375 - OPEN ON 3 SIDES (25% LN1CRE �RF_/ FOOT OVER 20 FT.1 37125 X2 - FIRE PROTECTION SPRINKLERS 74,250 SQ.FT. ALLOWABLE LO9BY „DC. - TYPE V -1HR. MAXIMUM HT. 3 STORIES GASC AREA 10.500 SQ.FT. X1.575 - OPEN ON 3 5DES 21,000 (255 INCREASE/ FOOT OVER 20 FT.) X2 - FIRE PROIECT1ON SPRINKLERS 33,075 SQ.FT. ALLOWABLE 68,614 SORT- ACTUAL 16,992 SOFT. ACTUAL C_ CONSTRUCTION SUMMARY (199VUNIFORM BUILDING CODE) TYPE OF CONSTRUCTION III - 1HR. V - 1HR. 1. AREA SEPARATION WALLS: 2 OCCUPANCY SEPARATION WALLS: 3. SEPARATION WALL BETWEEN TYPE 91 -198. AND V -1HR.: 4. EXTERIOR NON - BEARING WALLS: GREATER THAN 40 FEET 5. EXTERIOR BEARING WALLS: 6. INTERIOR BEARING WALLS: 7. SHAFT WADS/ STAR WADS: 8. GUESTROOM SEPARATION WALLS: NON BEARING: BEARING: 9. CORRIDOR WALLS, NON BEARING: 10. MECHANICAL ROOM WALLS: 11. STORAGE ROOM WALLS: 12. EXTERIOR DOORS: 13. INTERIOR DOORS - CORRIDORS: 13. INTEf60R 0009i - CORRIDORS: 14. DOORS IN SHAFTS (2 -HR ASSEMBLY) 1E; STAIRS, ELEVATORS, LINEN CHUTES: 15. FLOOR/ CEILING ASSEMBLIES: 16. ROOF CE8JNG 655698LJES: o HOUR F.R. 4 IIOUR F.R. - 1 HOUR N/C 1 HOUR 2 HOUR N/C 1 HOUR 2 HOUR N/C 1 HOUR 2 HOUR N/C 1 HOUR 1 HOUR N/C 1 HOUR 2 HOUR N/C 1 HOUR 1 HOUR N/C 1 HOUR 1 HOUR N/C 1 HOUR 1 HOUR N/C 1 HOUR 0 HOUR 0 HOUR 20 MIN. 0 GUESTROOMS 20 MIN. 0 GUESTROOMS 45 MIN. 0 VEND., STOR. 45 MIN. 0 VEND., STOR. 1 1/2 HOUR N/C 1 1/2 HOUR N/C 2 HOUR N/C 1 HOUR KRete 5/'./104' ,4.31.`7 z.- 30O4cs.Awg STRUCTURAL ENGINEER OF RECORD: CARUSO TURLEY SCOTT, INC. 2702 N. 44TH STREET, SUITE 200 PHOENIX, ARIZONA 85018 PHONE: (602) 912 -9120 FAX: (602) 912 -9390 LARRY G. LINDELL 17. STRUCTURAL FRAME: 18. FOUNDATIONS: 19. ROOF COVERING: 20. WALL COVERING: 21. SIGNAGE: A701A REGISTRATION DESK MILLWORK PLANS A70113 REGISTRATION DESK MILLWORK ELEVS. A701C REGISTRATION DESK MILLWORK SECTIONS A701D REGISTRATION DESK MILLWORK DETAILS A701E REGISTRATION DESK MILLWORK DETAILS & SECTIONS A7016 REGISTRATION DESK MILLWORK DETAILS A702A BREAKFAST BUFFET MILLWORK PLANS A7029 BREAKFAST BUFFET SECTIONS & DETAILS A703 MILLWORK ELEVATIONS & DETAILS A704A WORKROOM & MEETING ROOM MILLWORK A7048 WORKROOM AND MANAGERS OFFICE DETAILS A705 KING ROOM EXTENDED STAY CABINET MILLWORK 6706 FALSE FIREPLACE ELEVATIONS & DETAILS A707 LOBBY ELEVATIONS & DETAILS A708 LOBBY FOUNTAIN DETAILS D101 FINISH SCHEDULE D102 FINISH INDEX 0103 GUESTVANG 1ST R.R. BASE AND FLOOR FINISH PLAN D103.1 GUESTWING 2ND FIR. BASE AND FLOOR FINISH PLAN 0104 GUESTWING 3RD FIR. BASE AND FLOOR FINISH PLAN 5105 GUESTWING 5TH FLR. BASE AND FLOOR FINISH PLAN 5106 1ST FLOOR SIGNAGE PLAN DETAILS D106.1 2ND FLOOR SIGNAGE PLAN DETAILS 5107 3RD FLOOR SGNAGE PLAN DETAILS D108 41H FLOOR SIGNAGE PLAN DETAILS D109 ENLARGED LOBBY FLOOR & BASE FINISH PLAN D110 ENLARGED LOBBY TILE PLAN/DETAILS 0111 ENLARGED LOBBY FURN. /ACCESS. & SIGNAGE PLAN 0112 LOBBY INTERIOR ELEVATIONS D113 LOBBY INTERIOR ELEVATIONS D114 INTERIOR SIGNAGE ELEVATIONS & INSTALLATION NOTES STRUCTURAL S001 GENERAL STRUCTURAL NOTES AND 1.0.D. 5002 TYPICAL DETAILS 01 -19 S003 SCHEDULES MECHANICAL/ PLUMBING AND ELECTRICAL MECHANICAL/ELECTRICAL ENGINEER OF RECORD: SULLIVAN DESIGNS, INC. 7878 N. 16TH STREET, #270 PHOENIX, ARIZONA 8516.0 PHONE: (602) 943 -8424 FAX: (602) 943 -7931 MIKE 11BBEN 1 HOUR, CONC. MASONRY UNIT BEARING WALLS WITH PRE -CAST CONCRETE PLANK FLOORS AND PREFAB WOOD ROOF TRUSSES AND METAL ROOF PANELS SPREAD FOOTINGS AND SLAB ON GRADE. METAL ROOF PANELS. INTERIOR - FIRE RESISTANT GYPSUM BOARD. EXTERIOR - GYPSUM SHEATHING WITH EXTERIOR INSULATED FINISH SYSTEM. EXIT SONS AT STAIRS AND DOORS TO THE EXTERIOR. LOW LEVEL EXIT SIGNS PRO6DED IN ALL CORRIDORS SERVING GUEST ROOMS. MOUNTING HEIGHT AT 8" A.F.F. AND ADJACENT TO FRAME OF EXIT DOORS. D. OCCUPANCY ANALYSIS MIXED AREA OCCUPANCY AREA CALCULATIONS HOTEL (8-1) ASSEMBLY A -3) NOT APPUCABLE MINOR OCCUPANCY DOES NOT EXCEED 105 OF FLOOR AREA. STORAGE AT DUMPSTER (S -1) 85,606 50. 11 1. 1611 S0. FT. 55 SQ. FT. FIRE PROTECTION FIRE PROTECTION ENGINEER OF RECORD: SCHIRMER ENGINEERING CORP. 1701 N. COLUNS BLVD., SUITE 235 RICHARDSON, TEXAS 75080 PHONE: (972) 234 -1617 FAX: (972) 234 -2753 STEVE KRONE BUILDING AREA AREA GROSS AREA 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR 24,296 S.F. 22,215 S.F. 22,049 S.F. 17,046 S.F. TOTAL 85,606 S.F. ACTUAL OCCUPANCY CALCULATIONS (SEE BUILDING FLOOR PLANS FOR ITEMIZED NUMBERS) 1. LOBBY / GUESTVANG A. TOTAL STORIES: THREE B. OCCUPANCY: R -1 C. TOTAL SQUARE FOOTAGE: 6,066 S.F. D. PUBUC AREAS: 1ST FLOOR HANDICAP ACCESSIBLE. 2. GUESTROOMS: A TOTAL STORIES: SIX B. OCCUPANCY: R -1 FOURTH FLOOR C. 8 HANDICAP ACCESSIBLE GUESTROOMS INCLUDING ACCOMODA TONS FOR PERSONS W /HEARING IMPAIRMENT REQUIRED. -1 TOTAL OCCUPANTS D. 6 ADDITIONAL HEARING IMPAIRED GUESTROOMS REQUIRED OCCUPANT LOAD CALCULATIONS LOBBY - STORAGE 1 GUESTWING FIRST FLOOR SECOND FLOOR THIRD FLOOR E. EGRESS ANALYSIS 1. OCCUPANCY LOAD FACTORS: A. LOBBY: TWO EXITS REQUIRED AND PROVIDED. B. MEETING ROOM: TWO EXIT REQUIRED. 1,235 - 15 =82 (OCCUPANCY LOAD 50 OR OVER): TWO EXITS PROVIDED. C. LAUNDRY: ONE EXIT REQUIRED AND PROVIDED. 2. EXIT ILLUMINATION: ONE FOOT CANDLE MINIMUM AT FLOOR LEVEL. EXIT SIGNS AT REQUIRED LOCATIONS AS APPROVED BY THE LOCAL BUILDING OFFICIAL PRIOR TO CERTIFICATE OF OCCUPANCY. 3. STAIRS A. WIDTH: 44" MINIMUM. S101 GUESTWING FOUNDATION PLAN SIOIA LOBBY FOUNDATION PLAN S102 GUESTVANG 2nd FLOOR FRAMING PLAN SIO2A LOBBY 2nd FLOOR FRAMING PLAN S103 GUESTMING 3rd FLOOR FRAMING PLAN S1O3A LOBBY 3rd FLOOR FRAMING PLAN S104 GUESTVANG 4TH FLOOR FRAMING PLAN SIO4A LOBBY ROOF FRAMING PLAN 5111 GUESTVANG ROOF FRAMING PLAN S201 FOUNDATION DETAILS 101 -119 S202 FOUNDATION DETAILS 121 -139 S301 LOBBY ROOF FRAMING DETAILS 201 -219 5302 LOBBY ROOF FRAMING DETAILS 221 -239 S303 LOBBY ROOF FRAMING DETAILS 241 -259 5401 PRECAST FLOOR FRAMING DETAILS 301 -319 5402 PRECAST FLOOR FRAMING DETAILS 321 -339 S403 STAIR FRAMING DETAILS 341 -359 S501 GUESTWING ROOF FRAMING DETAILS 401 -419 S502 GUESTWING FRAMING DETAILS 421 -439 MECHANICAL MP001 MECHANICAL & PLUMBING IEGENDS,NOTES & CALCS. 9101 GUESTWING - FIRST FLOOR MECHANICAL PLAN 9102 GUESTWING - SECOND FLOOR MECHANICAL PLAN M103 GUESTWING - THIRD FLOOR MECHANICAL PLAN M104 GUESTWING - FOURTH FLOOR MECHANICAL PLAN M112 GUESTWING MECHANICAL ROOF PLAN M401A ENLARGED LOBBY MECHANICAL PLAN M402A ENLARGED LOBBY 3rd FIR. & ROOF MECHANICAL PLAN 9501 MECHANICAL SCHEDULES M502 MECHANICAL DETAILS M901 ENLARGED ROOM PLANS M902 EXHAUST RISER DIAGRAMS AND DETAILS M903 MECHANICAL DETAILS LANDSCAPE ARCHITECT LANDSCAPE ARCHITECT OF RECORD: WEISMAN DESIGN GROUP INC. 2329 E. MADISON ST. SEATTLE, WASHINGTON 98112 PHONE: (206) 322 -1732 FAX: (206) 322 -1799 MIKE KLEER. F. ROOM COUNT - PROVIDED 1. TOTAL NUMBER OF DOUBLES 56 2. NUMBER OF KINGS 52 3. NUMBER OF KING WITH SOFA 25 4. TOTAL NUMBER OF SUITES 12 5. TOTAL NUMBER OF HANDICAP ACCESSIBLE ROOMS SIX ODITIONALL W/ HEARING SHOWERS, 8 P.) TOTAL NUMBER 06 GUESTROOMS 153 G. PARKING SUMMARY 1. NUMBER OF STANDARD PARKING STALLS 109 2. NUMBER OF COMPACT PARKING STALLS 47 3. NUMBER OF HANDICAP PARKING STALLS (5 CAR, I VAN) 6 TOTAL NUMBER OF PARKING STALLS = 162 TOTAL NUMBER REQUIRED = 161 H. GENERAL NOTES 1. APPLICABLE CODES: ZONING ORDINANCE FOR THE CITY OF TUKWILA, WA 1994 UNIFORM BUILDING CODE 1994 UNIFORM MECHANICAL CODE 1994 UNIFORM PLUMBING CODE 1993 NATIONAL ELECTRIC CODE 1994 ANSI HANDICAPPED CODE 1994 NFPA 13 AUTOMATIC SPRINKLER SYSTEMS CODE (UBC) 1994 NFPA 14 STANDPIPE SYSTEM CODE (UBC) 1994 NFPA FIRE ALARM SYSTEMS CODE (UFC) ELEVATOR - ANSI A17.1 (UBC CHAPTER 30 AND ADA) 2. ACCESSIBIUTY REQUIREMENTS PER THE AMERICAN DISABILITIES ACT. 3. COMPLY WITH ALL APPLICABLE CODES, ORDINANCES, RULES REGULATIONS, ORDERS AND /OR OTHER LEGAL REQUIREMENTS OF ADMINISTRATIVE AUTHORITIES HAVING JURISDICTION. 4. FIELD VERIFY ALL EXISTING DIMENSIONS AND COORDINATE BEFORE COMMENCING WORK, AND PROMPTLY INFORM THE LA QUINTA REPRESENTATIVE OF ANY SUBSTANTIVE DISCREPANCIES. 5. CALCULATED DIMENSIONS GOVERN OVER SCALED DIMENSIONS. 6. ANY "UL" NUMBERS SHOWN ON THESE DOCUMENTS ARE BASED ON THE 1996 ISSUE OF THE UNDERWRITERS LABORATORIES, INC. FIRE RESISTANCE DIRECTORY. 7. SIZE, PLACEMENT AND ORIENTATION OF FRAMING MEMBERS ON STRUCTURAL DRAVANGS SUPERSEDE SIZE, PLACEMENT, AND ORIENTATION ON FRAMING MEMBERS ';'SHOWN ON THE ARCHITECTURAL DRAWINGS. 8. SPRINKLER, PLUMBR ME pQAL QR ELECTRICAL CONTRACTORS SHALL NOT PO4EMPE 0R Cut STRUCTURAL MEMBERS WITHOUT PRIOR APPROVAL FRpm THE STRUCTURAL ENGINEER. PLUMBING P101 GUESTWING - FIRST FLOOR DRAINAGE PLAN P102 GUESTWING - SECOND FLOOR DRAINAGE PLAN 6103 GUESTWING - THIRD FLOOR DRAINAGE PLAN P104 GUESTWING - FOURTH FLOCA DRAINAGE PLAN P105 PLUMBING ROOF PLAN P201 GUESTWING - FIRST FLOOR WATER & GAS PLAN P202 GUESTWING - SECOND FLOOR WATER & GAS PLAN P203 GUESTIMNG - THIRD FLOOR WATER & GAS PLAN P204 GUESTWING - FOURTH FLOOR WATER & GAS PLAN 6211 ENLARGED PLUMBING PLANS P212 ENLARGED GUEST UNIT PLUMBING PLANS 6401A ENLARGED LOBBY DRAINAGE PLAN P4018 ENLARGED LOBBY WATER & GAS PLAN P501 PLUMBING RISER DIAGRAMS 6502 PLUMBING RISER DIAGRAMS P503 PLUMBING RISER DIAGRAMS P504 PLUMBING RISER DIAGRAMS P505 PLUMBING RISER DIAGRAMS P506 PLUMBING RISER DIAGRAMS P507 PLUMBING DIAGRAMS AND GAS DIAGRAM P508 PENETRATION DETAILS ELECTRICAL E001 ELECIRICAL 5711801S. GENERA_ NOTES AND UGHTING FIXTURE SCHEDULES E002 ELECTRICAL SITE PLAN EGOS ENLARGED COURTYARD PLAN 6101 GUESTVANG - FIRST FLOOR POWER PLAN 6102 GUESTWING - SECOND FLOOR POWER PLAN E103 GUESTWING THIRD FLOOR POWER PLAN 6104 GUESTWING - FOURTH FLOOR POWER PLAN E107 GUESTWING - ATTIC PLAN 61178 LOBBY ROOF POWER PLAN REV DINS DATE A A 6201 6202 6203 6204 E301 6401 6402 6403 6404 E405 6406 E501 6502 6503 E504 6505 6506 G.i1162 1OGO :FATE Q v1ASH "TTT,1 GUMMING - FIRST FLOOR UGHIING PLAN GUESTWING - SECOND FLOOR UGHIING PLAN GUESTMING - THIRD FLOOR UGHTING PLAN GUE51MING - FOURTH FLOOR LIGHTING PLAN ELECTRICAL RISER DIAGRAMS ELECTRICAL FIRE PENETRATION DETAILS ENLARGED LOBBY POWER PLAN ENLARGED LOBBY LIGHTING PLAN EXPANDED ROOM PLANS - POWER EXPANDED ROOM PLANS - UGHTING TYPICAL DOUBLE GUESTROOM (A) EXPANDED ROOM PLANS ONE -UNE DIAGRAM LOAD CALCULATIONS PANELBOARD SCHEDULES PANELBOARD SCHEDULES PANELBOARD SCHEDULES WAS:MGTON STATE ENERGY CODE FIRE PROTECTION FA101 FIRST FLOOR ARE ALARM PLAN FA102 SECOND F1.0012 FOE ALARM PLAN FA103 -MIRO FLOOR FIRE ALARM PLAN FA104 FOURTH FLOOR FIRE ALARM PLAN FA105 ATTIC FIRE ALAR9 PLAN FA201 FIRE ALARM SYSTEM DETAILS NOTES 61101 R 0.156!01 FA202 FIRE ALARM 575131, RISER AND NOTES FP101 FIRST FLOOR FIE SPRINKLER PUN FP102 SECOND FLOOR FIRE SPRINKLER PLAN FP103 ROD FLOOR FIRE SPRINKLER PLAN FP104 FOURTH FLOOR FIRE SPRINKLER PLAN FP105 ATTIC FOIE SPRINKLER PLAN FP201 STANDPIPE, ARE PUMP DETAILS AND NOTES FP202 STANDPIPE RISER DETAILS AND NOTES ABBREVIATION LEGEND D5 1D 5D SPA OUP HAND OC DOWNSPOUT TOWEL DISPENSER SOAP DISPENSER SMEAR OPPOSITE HAND ON ULCER U 1 A - COLUMN UNE INDICATOR 10 -A101 S11W018 TER PIA 9. COMPLETION OF CONSTRUCTION. THE BUILDING INSPECTION DEPARTMENT WILL NOT SSUE A FINAL INSPECTION OR CERTIFICATE OF OCCUPANCY WITHOUT THIS INSPECTION. 10. THE NATURAL GAS SERVICE SHALL BE LOCATED AT LEAST TEN(10) FEET FROM THE AUTOMATIC FIRE SPRINKLER FIRE DEPARTMENT CONNECTION AND FROM ANY OUTSIDE CONTROL VALVES FOR THE SPRINKLER SYSTEM. 11. INTERIOR FINISHES OF WALLS AND CEIUNGS SHALL HAVE A FLAME SPREAD RATING OF NOT GREATER THAN ALLOWED FOR THE FOLLOWING CLASSES: CLASS I - CORRIDORS OTHER THAN IN THE GUESTWING, STAIRS CLASS II - GUESIIMNG CORRIDORS. LOBBY AREAS CLASS lII - GUESTROOMS, MEETING ROOMS WSEC APPROVED To the hem of my knowledge and ability, these plans ,hoa Compliance with the requirements or theL15F1 WSEC as inidaied below: U - 1/-crt44� E elope Mac ticai Lgbtiug SPE i I ?(to9 3 2J22145 Sign ure BUILDING SECTION INDICATOR WALL SECTION INDICATOR PARTIAL SECTION INDICATOR EXTERIOR ELEVATION INDICATOR 19/6661 6LLVA1IUN INDICATOR ROOM NAME & NUMBER FINISH COLOR INDICATOR WINDOW INDICATOR DOOR NUMBER INDICATOR HEIGHT ELEVATION INDICATOR PLAN ELEVATION INDICATOR DETAIL INDICATOR ACCESSORY/EQUIPMENT INDICATOR KEYNOTE INDICATOR RECEIVED CRY OF TDKVn 319'; PERMIT CENTER 4 VICINiTY MAP NTS - - - —71 • \ 11 80aniik110 FOR INFORMATION ONLY .0027 I ...0.#f "."- cmRSTrui&I, AU6 1 3 1998 PERMIT CENMR LA QUINTA INN Architecture/ Planning/ Landscape Architecture 4148 Worth 48th Street Phoenix. Arizona 85018 (602) 840-2795 FAX (602) 840-9469 1o94 973036.01 Date: 8-04-96 Sheet Description: BOUNDARY All:) TOPOGRAPHC SURVEY Revisione A A • N 1219.79 E 152,. ARCHITECTURAL FEATURED FENCE, SEE ARCH. PLANS FOR DETAIL CONTROL POINT Ni E 1000.00 N 1033.90 E 1042.46 N 1030.69 E 943.42 253.03' R , 163.00' N 1066.25 E 957.24 .90' / S6 4,48'08 "E N 1068.77 E 951.90 4'1159.33 E 1098.19 59 N 1221.70 E 887.07 /,59. N 1296.30 E 1384.00 N 1347.38 E 1399.68 ARCHITECTURAL FEATURED =EHcE, SEE ARCH. PLANS OR DETAIL �gB 0 N1394.24`S8.O E 1384.61 SS1 N 1407.41 E 1369.48 N 1449.04 S E 1354.21 / N 1 7 331.09 N 1456.0 E1 N 1540.84 E 1299.71 51.55 0000 5000 "E NI °° 00 3.45' N77'30'00 ' F b GRAPHIC SCALE w w w 1m ( IN FEST ) 1 Inch m 30 ft NOTE: PLAN IS ROTATED TO MATCH ARCHITECTURAL PLAN ORIENTATION VICINITY MAP SITE LEGEND PROPOSED CURB & GUTTER PROPOSED CURB PROPERTY UNE PROPOSED CENTERLINE (1) PROPOSED CATCH BASIN (CB) PROPOSED YARD INLET ('9) PROPOSED MANHOLE (SMH /SDMH) PROPOSED CLEANOUT (COTG) PROPOSED FIRE HYDRANT (FH) BFP COTG UDC FDC 5MH SDMH BACKFLOW PRE•EEN1ER CLEANOUT (TO GRADE) DOUBLE DETECTOR CHECK VALVE FIRE DEPARTMENT CONNECTION SANITARY MANHOLE STORM DRAIN MANHOLE EXISTING FEATURES SCREENED • • • • 1. SITE AREA: 2. EXISTING ZONING: 3. EXISTING USE: 4. PROPOSED USE: 5. OWNER /DE VELOPER.: GENERAL NOTES: 3.85 ACRES C/U COMMERCIAL / LIGHT INDUSTRIAL VACANT 4 -STORY HOTEL LA QUINTA INNS, INC. 112 E. PECAN STREET SAN ANTONIO. TEXAS 78025 (210) 302 -6000 6. VERTICAL DATUM: NG -VD 1929. AS REPORTED BY THE NATIONAL FLOOD INSURANCE PROGRAM FLOOD INSURANCE RATE MAP No. 53033 C 0978 F, LAST REVISED MAY 16. 1995. 7. BENCHMARK: RM331 CHISELED SQUARE IN THE ANGLE POINT OF THE NORTHEAST WING WALL OF THE CONCRETE INTER -URBAN AVENUE BRIDGE OVER THE GREEN ROAD ESTABLISHED BY CH2M HILL 8. BOUNDARY AND TOPOGRAPHIC INFORMATION PREPARED BY APPLIED GEOTECHNOLOGY, INC., 300 120th AVE., N.E., BUILDING 4. SUITE 215, BELLE:UE, WA 98009. DATED . SEE SHEET C -101. 9. ALL CONSTRUCTION SHALL CONFORM TO CITY OF TUKWILA DEVELOPMENT REGULATIONS. ALL CONSTRUCTION SHALL ALSO COMPLY WITH KING COUNTY, STATE OF WASHINGTON AND FEDERAL CODES STANDARDS AND REGULATIONS. 10. SOIL EROSION MEASURES SHALL BE ERECTED PRIOR TO ANY LAND DISTURBANCE ACTIVITY AND SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT CONSTRUCTION UNTIL PERMANENT VEGETATIVE COVER HAS BEEN ESTABLISHED (SEE SHEET C701 FOR SEDIMENT AND EROSION CONTROL PLAN). 11. THE CONTRACTOR SHALL MAINTAIN THE EROSION CONTROL DEVICES DURING ALL PHASES OF CONSTRUCTION, CLEANING OUT AND REMOVING ALL ACCUMULATED SILT AND SEDIMENT WHENEVER SAID DEVICES ARE HALF FULL 12. ALL DIMENSIONS ARE TO FACE OF CURB OR FACE OF BUILDING. UNLESS OTHERWISE SHOWN. 13. LOCATE AND DEFINE THE BASIS OF COORDINATES, N1000, E1000 AT THE SOUTHERN MOST PROPERTY CORNER. (SEE DRAWING) 14. ALL UTILITY STRUCTURES ARE LOCATED TO THE CENTER OF THE STRUCTURE. REFERENCE THE FOLLOWING SHEETS: 0 -101 BOUNDARY &TOPOGRAPHIC SURVEY C -201 HORIZONTAL CONTROL PLAN C -201.1 HORIZONTAL CONTROL PLAN C -301 SITE PAVING, SIGNAGE & STRIPING PLAN C -401 GRADING & DRAINAGE FLAN C -401.1 GRADING & DRAINAGE PLAN FOR COURTYARD C -501 UTILTY PLAN C -601 UTILITY COORDINATION PLAN C -701 SEDIMENT & EROSION CONTROL PLAN 0 -901 PAVING DETAILS C -1001 511E IMPROVEMENT DETAILS C -101.1 SITE IMPROVEMENT DETAILS C -1101 511E DETAILS 1-101 PERIMETER PLANTING PLAN 1-102 COURTYARD PLANTING PLAN L -103 COURTYARD HARDSCAPE PLAN L -104 COURTYARD DETAILS L -105 COURTYARD DETAILS L -106 PLANTING DETAILS 1-107 IRRIGATION PLAN PO-101 POOL DETAILS PD -102 POOL DETAILS Mill Consulting Engineers 111 S.W. Fifth Avenue Suite 2500 Portland, Oregon 97204 503 - 227 -3251 FAX 503- 227 -7980 LA QUINTA INN TUKWILA, WASHINGTON 1111...111.11 ev 1," i�iia� Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 PAX (602) 840 -9469 Job# 973038:01 Date: 8-04-98 Sheet Description: HORIZONTAL CONTROL PLAN Revision: A 0 Sheet C -201 RECEIVED acv of Tukwila Auc„, t A 11168 PE ...AT CENTER of ShtS. 98008-2 COORDINATE DATA POINT NORTHING EASING DESCRIPTION POW NORTHING EASING DESCRIPTION O 989.33 972.67 FOC (22 1083.35 1007.50 FOC ® 3 1101.59 1025.06 FOC 105887 1032.53 FOC ® 1074.12 1066.24 FOC ® 1077.51 1071.30 FOC O 1144.72 1081.56 FOC ® 1161.20 1118.01 FOC ® 1114.61 1153.29 FOC ® 1118.58 1159.18 FOC it 1167.33 1127.98 FOC © 1208.36 1206.75 FOC O 1171.56 123265 FOC 6 1175.02 1237.55 FOC 1® 1221.62 1204.72 FOC ! 1253.96 1250.44 FOC © 1257.43 1255.33 FOC ® 1227.00 1311.02 FOC 19 124261 1303.65 FOC ® 1282.99 1360.73 FOC 21 1317.49 1340.24 FOC ® 1308.75 1352.00 FOC ® 134515 1391.97 FOC ® 1344.60 1367.97 FOC ® 1416.94 1343.15 FOC ® 1427.10 1355.79 FOC O 1444.00 1349.59 FOC O 1447.78 1317.47 FOC ® 14.38.47 1321.60 FOC ® 1441.01 1299.01 FOC 3© 1438.56 1293.34 FOC ® 1398.95 1306.18 FOC 1383.22 1307.97 FOC 1410.67 1217.29 FOC 1406.60 1211.66 FOC 135293 1225.35 F0C 1348.98 1220.41 FOC 1337.28 1188.49 FOC 1374.51 1118.71 FOC 1372.13 1112.22 FOC 1313.11 1112.97 FOC 1300.63 1051.22 FOC 1356.25 1033.66 FOC 1355.07 1027.78 FOC 1299.44 1045.34 FOC 1289.18 983.54 FOC 1339.02 948.39 FOC 1325.36 935.42 FOC 1281.75 980.34 FOC 1223.35 956.71 FOC 1233.59 898.28 FOC 1217.13 895.45 FOC 1186.75 952.86 FOC 1159.13 920.03 FOC 1160.45 936.75 FOC 1169.07 979.48 FOC 1148.05 1005.35 FOC 1114.66 1011.76 FOC 1101.05 971.74 FOC 1086.88 944.22 FOC 1057.28 953.75 FOC 1053.96 956.66 FOC 1002.44 932.42 FOC UTILITY STRUCTURE COORDINATE DATA POINT POINT NO. NORTHING FASTING DESCRIPTION NO. NORTHING EAS11NG DESCRIPTION © 0 C ❑4 0 b O 1059.84 1027.69 FH 1175.01 1233.50 FH 1426.77 1300.47 FH 1121.16 1079.02 SMH 1307.86 1342.33 SMH 1353.37 1203.43 COTG 1331.55 1226.28 COTG 1273.71 1147.70 COTG 1215.87 1066.13 COTG 1121.16 1023.57 COTG 1087.14 1012.97 CB 1125.84 1107.81 CB 1194.80 1115.33 CB 1283.26 1329.26 CB 1346.33 1386.35 CB 1428.45 1334.72 CB 1381.98 1222.70 CB 1336.98 1079.61 CB 1266.85 941.28 CB 1114.49 1031.94 Y1 1173.17 1127.66 YI 1225.83 1031.94 11 1298.63 130459 51 0 0 0 0 0 0 0 m 0 m m m 4S) 0 0 1312.19 1350.46 11 1388.56 1324.49 71 1385.06 1276.54 YI 1343.35 1253.27 11 1318.38 1218.06 YI 1314.10 1188.17 YI 1298.72 1190.33 71 1275.82 1158.03 YI 1320.94 1125.70 YI 1283.56 1121.26 YI 1260.64 1136.62 71 1276.77 1086.87 Y1 1271.97 1052.18 YI 1235.11 1096.73 Y1 :229.20 1075.01 11 1218.86 1081.55 Y1 1245.67 1040.36 11 1245.26 1007.99 YI 1237.11 975,64 n 1222.76 943.51 YI 1176,36 981.62 YI 1152.51 1011.77 YI LIGHT POLE COORDINATE DATA POINT NO. O C5T7 Q CD cD 0 O 10 12 13 14 NORTHING EASING DESCRIPTION 1071.26 1023.40 1127.98 1149.92 1164.94 1228.49 1231.23 1311.70 1305.73 1385.14 1398.79 1373.70 1437.94 1324.39 1397.43 121 1380.88 1119.00 1342.92 1033.30 1325.06 943.64 1226.18 909.15 1161.83 934.09 1099.98 966.15 DOUBLE HEAD MOUNTED FIXTURE SINGLE HEAD MOUNTED FIXTURE 5NGLE HEAD MOUNTED FIXTURE 8NGLE HEAD MOUNTED FIXTURE SINGLE HEAO MOUN1E0 FIX1URE SINGLE HEAD 60061ED FIXIURE SINGLE HEAD MOUNTED 001116E SNGLE HEAD MOUNTED FIXTURE SINGLE HEAD MOUNTED FIXI1.196 SINGLE HEAD MOUNTED 007085 DOUBLE HEAD MOUNTED FIXTURE SINGLE HEAD MOUNTED FIXTURE SINGLE HEAD MOUNTED FIXTURE DOUBLE HEAD MOUNTED FIXTURE LINE DATA RADIUS LENGTH DELTA UNE DIRECTION DISTANCE 8132'43' L1 N2511'51 "E 81.82' 40'2729" C3 L2 N6539'20 "E 8.22' C4 3.00' 1_3 S24'20`40 "E 15.00' 3.00' 5.28' L4 N6519'20'E 37.00' 7.38' 169'03'59' L5 524`20'40"E 14.00' 97'34'42" C8 L6 S24'20'40 "E 13.00' C9 50.00' L7 N65'39'20'E 66.26' 56.00 92.44 L8 N24'20'40 "W 13.00' 91.73' 6541'58' L9 N65'39'20'E 40.00' 136'56'19' C13 110 N651910"E 90.00' C14 3.00 L11 N24Z0'40 -W 12.42 3.00' 5.17' LI2 S54'43'1 9'W 8.09' 7.60' 08'42'43' L13 524'20'40 "E 14.36° 12327'21' C8 L14 N3516 41 W 12.96 C9 15.00' L15 S3516'41% 12.00' 3.00' 4.18' Li 6 S54'43' 19 "W 88.00' 5.47' 104'28'39' L17 S54'43'19'W 90.00' 30'31'21 C23 118 N3516'41 "W 14.00' C24 20.00' L19 53516'41'E 12.00' 28.00' 13.73' 120 S3516'41'E 12.00 7.35' 140•21'40" L21 S54'43'19'W 56.00' 48'26'21" C28 1.22 N3516'41 'W 14.00' C29 28.00' L23 S54'43'19 "W 90.00' 10.00' 24.03' L24 S3516'41 "E 12.00' 19.29' 100'29'49' L25 S3516'41'E 12.00' 77'02 55 C33 L26 S3516'41% 14.00' C34 191.50 L27 S54'43'19'W 69.91' 2.00 3.38 L28 S54'431 9°W 104.01' 28.71' 74'46'55' L29 S3516'41 "E 12.59' L30 S69'51'37'411 13.32' L31 112008'23 "W 18.00' L32 S69'51'37'W 25.69' L33 N20'08'23 "W 1.44' L34 N20'08'23 "W 4.17' L35 S20'08'23 "E 12.48' L36 S20'08'23 "E 13.98' L37 569'51'37 "W 81.00' L38 S69'51'37*W 88.00' L39 520'08'23 "E 13.00' L40 S20 00'23 "E 13.00' L41 '"E 520 S20'08OS'23 23 E ` 13.9811.98' L42 L43 569'51'37 "W 34.00 L44 920'08'23 "E 14.98' L45 N69'51'37 "E 99.00' L46 569'51'37 *W 56.02' L47 520'08'23 "E 13.00' L48 N69'51'37 "E 2.8; L49 S11'25`39'E 12.69' L50 N78'34'21'r 7.27' L51 N11'25'39 "W 14.00' L52 N78'34`21 "E 80.15' L53 578'34'21 "W 63.00' L54 N11'25'39 "W 13.00' L55 911'25'39 "E 13.00' L56 N11'25'39 "W 13.00' L57 51125'39 "E 13.00' L58 S78'34'21'W 63.00' L59 N11'25`39'W 13.87' L60 N78'34'21 "E 81.00' L61 S1125.3. *E 15.42' L62 967'58'18 *E 12.91' L63 567'58'18 "E 15.81' L64 522'01'42 "W 99.00' L65 522'01 42 W 63.00 L66 56758'18 "E 15.62' L67 S67'58'18 "E 12.62° L68 967'01'42 "W 15.84' L69 N22'58'18 "W 35.02' L70 S22'58'18 `E 63.00' L71 567'01 °42 "W 13.99' L72 N2511'51 "E 56.93' CURVE DATA CURVE RADIUS LENGTH DELTA C1 2200' 31.31' 8132'43' C2 15.00' 10.59 40'2729" C3 3.00' 4.71' 90'00'00' C4 3.00' 9.42' 180'0000' C5 3.00' 5.28' 100'56'01' C6 250' 7.38' 169'03'59' C7 3.00' 5.11' 97'34'42" C8 74.00' 72.46' 56`06'02" C9 50.00' 42.34' 4831'20' C10 56.00 92.44 943440 C11 80.00' 91.73' 6541'58' C12 3.00` 7.17' 136'56'19' C13 250' 3.93' 90'00'00" C14 3.00 5.46 1041100 C15 3.00' 5.17' 98'42'43" C16 50.00` 7.60' 08'42'43' C17 3.00' 6.46' 12327'21' C8 3.00' 4.27' 8138'17" C9 15.00' 19.63' 74'59'52' C20 3.00' 4.18' 79'54'31" C21 3.00' 5.47' 104'28'39' C22 15.00' 7.99' 30'31'21 C23 3.00' 7.07' 13500'00' C24 20.00' 19.33' 557-771r.-- C25 28.00' 13.73' 28'06'02" C26 3.00' 7.35' 140•21'40" C27 28.00' 23.67' 48'26'21" C28 63.73' 52.93' 4735`04° C29 28.00' 34.10' 69'47'13" C30 10.00' 24.03' 137'42'09' C31 11.00` 19.29' 100'29'49' C32 10.00 13.45 77'02 55 C33 217.50' 21.99' 05'47'30' C34 191.50 1 C35 2.00 3.38 96'4416 C36 2200' 28.71' 74'46'55' --027Le RECEIVED CITY OF TUKWILA AUG 1 3 1998 PERMIT CENTER Consulting Engineers 111 S.W. Fl1M Avenue Suite 2500 Portland, Oregon 97204 503 - 227 -3251 FAX 503- 227 -7980 LA QUINTA TUKWILA, WASHINGTON z `AVVVo Pf1 U I-®-z 5 co 0 a 041 Z QP� VJ Architecture / Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840 -9469 Job# 973036.01 Date: 8 -0498 Sheet Description: HORIZONTAL CONTROL BEARING AND CURVE DATA Revision: 0 Sheet C2011 Skits. 98008 _ -, .... cORE CUT & MATCH EXIST. ;TOP BAR 8' YELLOW S TAP SIGN MUTCD R1 -1 ...SAWCUT AND MATCH PR.P.S D EVELOPMEN PROJECT MONUMENT SIGN PORTE OCHER E1 M.D. PVMT. ts01 NOT SHADED (TYP.) EXPO D• AGGRE ATE FINISH , OVER THICK 3000 PSI CONC. w /6x6 10x10 WWF APPIAN STONE PAVERS • 24' CU CROSSWALK TYPICAL) SEE SHEET C1201 FOR MORE INFORMATIQN 24 24" ^URB & GUTTER CONC. PAVING & ST OSURE--- GRAPHIC SCALE Ho w ( 1N FEET) 1 inch a 30 ft SHEET LEGEND PROPERTY LINE CURB & GUTTER TRAFFIC FLOW ARROW CROSSWALK STRIPING PARKING BAY COUNT HEAVY DUTY PAVING C 01 MEDIUM DUTY PAVING CONCRETE PAVING SAWCUT UNE — — — — — — EXISTING FEATURES ARE SCREENED PARKING NOTES 1. PARKING DATA : 162 SPACES PROVIDED REQUIRED PARKING: 159 SPACES REQUIRED. H.C. PARKING REQUIRED = 6 SPACES H.C. PARKING PROVIDED = 6 SPACES 2. BARRIER FREE ACCESSIBLE ROUTE SHALL START AT HANDICAP PARKING AND GO INTO THE PRIMARY ENTRANCE OF ALL NEW OR RENOVATED BUILDINGS OR TENANT SPACES_ IT IS ALSO REQUIRED THAT THE PARKING SPACE BE AND IT'S ADJACENT ISLE RELATIVELY LEVEL, THAT IS, HAVE LESS THAN A 1:50 SLOPE, LESS THAN 2%. 3. HANDICAP PARKING SPACES SHA11 BE AT LEAST 9 FT. WIDE AND BE PROVIDED WITH AN ADJACENT ACCESS AISLE OF NO LESS THAN 5 FT. WIDE TO COMPLY WITH 4.6.2 OF THE ANSI 1986 STANDARD. ADDITIONALLY, HANDICAP SPACES SHALL BE DESIGNATED AS RESERVED FOR THE DISABLED BY A SIGN SHOWING THE SYMBOL OF ACCESSIBIUTY. SUCH SIGNS SHALL BE 12x18' REFLECTIVE HL: E METAL SIGN ON A SURFACE. STATE OF CALIFORNIA APPROVED SIGNS ONLY (2% OF TOTAL PARKING SPACES.) 4. FOR PARKING AREAS OVER 40 SPACES, 30% WITH A MINIMUM OF ONE (1) OF THE REWIRED HANDICAP PARKING SPACES MUST BE DESIGNED TO HANDLE A SIDE LOADING VAN. THE SIZE OF THESE SPACES IS EIGHT (8) Ft PARKING WITH AN ADJACENT EIGHT (8) FT. ACCESS AISLE TO ACCOMODATE THE UFT SYSTEM OF THE VAN (30% OF TOTAL HANDICAP PARKING SPACES). 5. RAMPS SHALL BE PROVIDED WHEREVER AN ACCESSIBLE ROUTE CROSSES A CURB OR IS PART OF AN ACCESSIBLE ROUTE THAT HAS A SLOPE OF GREATER THAN 1:20. RAMPS SHALL HAVE A MINIMUM WIDTH OF 3 FT. EXCLUSIVE OF FLARED SIDES AND A MAXIMUM SLOPE OF 1 :12. ALL PRIMARY ENTRANCES USUALLY CONSIDERED AS MAJOR POINTS OF PEDESTRIAN FLOW MUST BE ACCESSIBLE TO MEET THE REQUIREMENTS OF H.B. `797. 6. RAMP RUNS HAVING A RISE GREATER THAN 6 INCHES OR A HORIZONTAL PROJECTION GREATER THAN 6 FT. 9-. !ALL HAVE HANt1RAI S ON BOTH SIDES. SHALL WITH TH 4.8.3 AND HAVE FEATURES OUTUNED IN 4.8.5 OF THE ANSI 117 -1- 1986 STANDARD. 7. USE 3000 PSI 0 28 DAYS PORTLAND CEMENT CONCRETE FOR ALL SIDEWALKS. CURBS. AND DRIVEWAYS. MINIMUM SIDEWALK THICKNESS SHALL BE 4– INCHES. 8. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY CONTRACTOR, AT ALL TIMES. CONTRACTOR TO PROVIDE A TRAFFIC CONTROL PLAN TO THE CITY FOR REVIEW AND APPROVAL 9. LOCATE AND DEFINE THE BASIS OF COORDINATES. N1000. E1000, AT THE SOUTHERN MOST PROPERTY CORNER_ (SEE HORIZONTAL CONTROL PLAN FOR PROPERTY UNE COORDINATE REFERENCES) 10. ALL POLE MOUNTED FIXTURES ARE LOCATED TO THE CENTER OF POLE. 11. SEE ARCHITECTURAL PLANS FOR ACCESSIBLE RAMP LAYOUT AND CONSTRUCTION DETAILS. TRAFFIC FLOW /DIRECTION ARROW NTS JC) I RECEIVED CITY OF TUKWILA AUG 1 3 1998 PERMIT CENTER Consulting Engineers 111 S.W. Fifth Avenue Suite 2500 Portland. Oregon 97204 509 -227 -3251 FAX 503 -227 -7980 LA QUINTA INN TUKWILA, WASHINGTON Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840 -9469 Job# 97303601 Date: 8-04-98 Sheet Description: SITE PAVING SIG NAGE AND STRIPING PLAN Revision: d A A Sheet C -301 C'11.-1_. 98008-3 A • RIM =23.6± IN(8")(NE) =16.35 IN((8 ")) =18.70 OUT(8 )(S) =16.55 SMH RIM= =24.6± IN(8")(NE)= IN((8 "))N =15.86 OUT(8 )(W)= 8 "PVC S % "4 • N, IRR. BFP SEE LANDSCAPE PLANS. L. CONST. FH AS MBLY PER C.O.T. STD. WS -4 PROPOSED 8 "S CONSTRUCTED BY,B,S r PROPOSED S CONST, BY OTHERS CONST. FH ASSEMBLY PER C.O.T. STD. WS -4 PROPOSED IBr'S CONST. BY/OTHERS CONST. PER C RIM= IN(4 OUT( WA 1 CONSTRUCTED BY OTHERS 1 1 CLylS ri 0 BY CY TS CONST. FH ASSEMBLY PER C.O.T. STD. WS -4 >ti *4%4 GRAPHIC SCALE . w w (TN FEET ) 1 Inch a 30 It. SHEET LEGEND 1 PROPERTY UNE ' CENTERLINE EXtST1NG CURB & GUTTER EXISTING STORM DRAIN UNE EXISTING SANITARY UNE EXISTING WATER UNE EXISTING GAS UNE PROPOSED CURB & GUTTER PROPOSED WATER UNE PROPOSED SANITARY SEWER W S PROPOSED SANITARY SEWER SD PROPOSED GAS UNE G PROPOSED CL ANOUT ( ^COTG) PROPOSED YARD INLET (YI) PROPOSED CATCH BASIN (CB) • PROPOSED MANHOLE (MH) • PROPOSED THRUST BLOCK PROPOSED FIRE HYDRANT (FH) PROPOSED REDUCER OG LOCATE GAS MAIN NEXT TO BLDG. NOTES: 1. THE SITE PLAN INDICATES POTABLE. WATER SERVICE UNES AND SANITARY SEWER LATERALS, WASHINGTON STATE Li =W W QUIRES THIS WORK TO BE INSTALLED BY A WASHINGTON STATE UCENSED MASTER PLUMBER. THIS WORK REQUIRES A SEPARATE SITE PLUMBING PERMIT WHICH IS AVAILABLE FROM THE BUILDING PERMIT UNIT. ALL WORK MUST BE INSPECTED BY THE APPROPRIATE CITY OR COUNTY INSPECTION DEPARTMENT. INSPECTIONS SHOULD BE REQUESTED UPON COMPLETION OF WORK. 2. THE UTILITIES SHOWN HERE HAVE BEEN LOCATED IN AN APPROXIMATE WAY. THE CONTRACTOR !S RESPONSIBLE FOR HAVING ALL UTILITIES MARKED AND SHALL CONTACT THE UTILITY PROTECTION CENTER AT (PH /) AND SHALL VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF ALL UTIUTES, AND SHALL PROTECT ALL UTILITIES FROM DAMAGE OR INTERRUPTION, AND SHALL BE SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGES OCCASIONED DUE HIS FAILURE TO VERIFY THE LOCATION OR PROTECT UTILITIES. UTILITIES_ GAS: PUGET SOUND ENERGY 805 — 156TH AVENUE, NE BELLEVUE. WA 98409 ELECTRIC POWER: PUGET SOUND ENERGY 22828 — 68TH AVENUE SOUTH KENT, WA 98052 -1834 TELEPHONE: US WEST COMMUNICATIONS CABLE T.v: TCI CABLEVISION OF WASHINGTON, INC. SOUTH SEATTLE OFFICE 15241 PACIFIC HIGHWAY SOUTH SEATTLE, WA 98118 PUBLIC WORKS: CITY OF TUKWILA. DEPT. OF COMMUNITY DEVELOPMENT 6300 SOUTH CENTER BOULEVARD TUKWILA. WA 98118 BUILDING DEPARTMENT: CITY OF TUKWILA, DEPT. OF COMMUNITY DEVELOPMENT 6300 SOUTH CENTER BOULEVARD TUKWILA. WA 98118 FIRE DEPARTMENT: CITY OF TUKWIL:. FIRE DEPARTMENT 444 ANDOVER PARK EAST TUKWILA. WA 98118 71LeRECENED , ,IL A G 1 31998 PERMIT CENTER • Consulting Engineers 111 S.W. Fifth Avenue Suite 2500 Portland, Oregon 97204 503- 227 -3251 FAX 503 - 227 -7980 LA QUINTA INN TUKWILA, WASHINGTON .■1P■,11. OM III IS WM :EMI el %O Architecture/ Planning / Landscape Architecture 4148 North 48th Street. Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840 -9469 Job# 979036.01 Date: 8 -04-98 Sheet Description: UTILITY COORDINATION PLAN Revision: A A A A Sheet C -601 of Shte, 98008 — 7 ilbigELL 1. INSTALLATION SHALL FCLLO'W THE MANUFACTURERS RECOMMENDATIONS. 2. FILTER FABRIC — USE MIN. 36" WIDE ROLLS ATTACH FILTER FABRIC TO STAKES 2"x 2" WOOD POST OR STEEL FENCE POST REINFORwNG NETTING AS REQUIRED EXISTING GROUND SIDE VIEW B' MAX. FRONT VIEW SEDIMENT FENCE NTS PLACE STRAW BALES OR 810 BAGS AS REVD TO PROTECT FROM SEDIMENTATION DRIVE (2) 2 "x2 "x3' PEGS IN EACH ALE AT A MIN. OF 12" FILTER FABRIC PLACED UNDER GRATE n•�a•Yw•Sa ' 1 i "- r r 7 1 • \..._ .1 yrNp•y'i' 1 II ' NP.v r,N� 5 i�h>Bh•CvN/CvP•+W VA• NOTE CONTRACTOR TO PROTECT ALL CATCH BASINS IN CONST. ZONE DURING CONST. 1 CATCH BASIN BARRIER NTS 25'R MIN. SUBGRADE REINFORCEMENT GEOTEXTILE, AS REQUIRED 8" MIN. DEPTH PROVIDE FULL WIDTH OF INGRESS /EGRESS AREA TEMPORARY ENTRANCE NTS SEDIMENT FENCE 15 GRAPHIC SCALE (',FEET) 1 Inch a 90 ft. 120 VR.II'�111Y Mt EROSION CONTROL NOTES 1. APPROVAL OF THIS EROSION /SEDIMENTATION CONTROL (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (E.G., SIZE AND LOCATION OF ROADS, RESTRBCTORS. CHANNELS, RETENTION FACILITIES, UTIUTIES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED AND PERMANENT VEGETATION/LANDSCAPING IS ESTABLISHED_ 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAtr,EU CLEARING UMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF CONSTRUCTION. 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST t~ CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPUCABLE WATER STANDARDS. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD. THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DO NOT LEAVE THE SITE 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 24 HOURS FOLLOWING A STORM EVENT. 8. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM_ 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTAL.ED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. SEDIMENT FENCE NOTES 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS WHEN JOINTS ARE NECESSARY. FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 —INCH OVERLAP. AND BOTH ENDS SECURELY FASTENED TO THE POST. OR OVERLAP 2 "x2" POSTS AND ATTACH AS SHOWN ON DETAIL SHEET. 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS WHERE FEASIBLE. THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 —FEET APART AND DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 24— INCHES. 3. THE FILTER FABRIC SHALL HAVE A MINIMUM VERTICAL BURIAL OF 6— INCHES. ALL EXCAVATED MATERIAL FROM FILTER FABRIC FENCE INSTALLATION. SHALL BE BACKFILLED AND COMPACTED. ALONG THE ENTIRE DISTURBED AREA. 4. STANDARD OR HEAVY DUTY FILTER FABRIC SHALL HAVE MANUFACTURED STITCHED LOOPS FOR 2 "x2" POST INSTALLATION. STITCHED LOOPS SHALL BE INSTALLED ON THE UP —HILL SIDE OF THE SLOPED AREA. 5. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY PROTECTED AND STABILIZED. 6. FILTER FABRIC FENCES SHALL BE INSPECTED BY CONTRACTOR IMMEDIATLY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. EROSION CONTROL LEGEND SILT FENCE CATCH BASSIN BARRIER CONSTRUCTION EMT a pqft 027 RECEIVED cITY oP Tuxvuan AUG 1 3 1998 PERMIT CENTER Mil Consulting Engineers 111 S.W. Fifth Avenue Suite 2500 Portland. Oregon 97204 503- 227 -3251 FAX 503- 227 -7980 LA QUINTA INN TUKWILA, WASHINGTON Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix Arizona 85018 (602) 840 -2795 FAX (602) 840 -9469 Job# 973036.01 Date: 8 -04-96 Sheet Description: SEDIMENT AND EROSION CONTROL PLAN Revision: A A A A A Sheet C701 of Shts. 98008-8 1 1;.:" '1PE "F' SURFACE COURSE ASPHALT PAVEMENT 1-1y:1" ASPHALT PAVEMENT TIPS "B" BINDER ---CG PANTED SUBGRADE 10 98,E STANDARD PROCTOR SU C701 FCR PAVING SECTIONS MEDIUM DUTY ASPHALTIC °CONCRETE PAVEMENT 1/2'. ASPHALT PAVEMENT TYPE "F" SURFACE COURSE 1 -1;2` ASPHALT PAVEMENT TYP€ "B' BINDER f 8 SEE. C701 FOR PAVING sEcT10Ns RADED AGGREGATE BASE SLOPE 3/4" in 3000 P51 CLASS A CONCRETE 98: COMPACTED SUBGRADE ALL CONC C &G SHALL BE CONSTRUCTED OF 3000 PSI -CLASS CONCRETE STANDARD 6" X 12" X 24" °CONCRETE CURB & GUTTER 4 ..� 5' (OR AS SHOWN ON PLANS) COMPACTED TO 989 OF MAX. STANDARD PROCTOR NOTES: 1. SEE PLAN FOR CONFIGURATION & DIMENSION, TYPICAL FINISH INCLUDES 4 "SMOOTH TROWEL EDGE W /HEAVY BROOM FINISH ON INTERIOR SURFACES 2 SITE CONCRETE TO BE CONSTRUCTED COMPACTED SUBGRADE TO OF CLASS "A" - 3000 PSI CONCRETE 98, STANDARD PROCTOR W/ 6 "X6" 10 -10 WWF OVER 98% COMPACTED SUBGRADE HEAVY DUTY ASPHALTIC CONCRETE PAVEMENT KPele 5/1/1998 1.16 29 3/8" MORTAR JOINT 11NT TO MATCH APPIAN PAVESTONE —� PEBBLE F-RASH COLOR-, LIGHT BUT 10 BE APPROVED BY OWNER 4 BARS 0 2. -0" 0.C. CONT EACH WAY TOOLED JOINT 7.4 3/4" APPIAN PAVESTONE BY PAVESTONE CO. 3215 STATE HWY. 360 GRAPEVINE. TX. 76099 (817)481 -5802 1/2" EXP. JOINT EBBLE FINISH COLOR: LIGHT BUFF ALTO BE APPROVED BY OWNER 2-378" STEEL PAVER RIBBON 1" MIN. MORTAR SETTING BED TYPE M MORTAR AS PER OWNER •• 3/8" DIA. ■ 4" HEADED STUDS 8 24' 0.C. y 4 EDGE BARS 0 6" CONT. 1_2:_t X— COMPACTED SUBGRADE PROVIDE PARTSTONE— SPECIFICATIONS ASE AS PER 4 -3/4" ,@PAVING DETAIL l) .rs / 2" SMOOTH TROWEL 5 /"ROCK SALT" FINISH 1/2" EXPANSION JOINT }I ✓. EVERT 50' S i °CONCRETE SIDEWALK DETAIL 5 6" THICK AGGREGATE CONCRETE 1/2 "- RIVER RUN TRIPLE COURSE 6" WIDE MIN. 4" AGE- REGATE CONC. BAND BASE COURSE EXP. APPIAN STONE PAVERS —\ I , OUTLINE OF PORTS /" COCHERE ABOVE TO COLUMNS DRIVEWAY TO BE "LUSH WITH TOP OF SIDEWALK BUILDING BETWEEN C 'CrSURFACE MOUNTED WALK -OFF MAT SEE SPECS. B SE SL — EXP. JT. 6" CONC. CURB (TOP CURB= -2 ") (TOP PAVERS= -8 ") 0 BASE -- EXP. JT. 6" VERT. CURB 4/5) PLANTER (TOP CURB= -7 ") -:SEE LANDSCAPING: (TOP PAVERS= -7 ") _ EXP. BA ITO -EXP. JT. 40'6" RADIUS 24 Co (TOP CURB= -7 ") (TOP PAVERS= -7 ") JT. (TOP CURB= -2 ") - (TOP PAVERS= -8 ") EXP. JT. BASE 0 TURNDOWN AT SIDEWALK WALL OPENING BEYOND 4" CONRETE SIDEWALK f DEPRESSED STEM 0 - ALL DOOR OPENINGS f 14 S HANDICAPPED ACCESSIBLE METAL THRESHOLD (MIN.. ACCESSIBILITR OF I/2" HIGH) SIGN 72" 4" CONCRETE SLAB OVER SBOVE GRADE a" A B C 8// DETAIL 8/C1101 Jr — EDGE OF SLAB EXTERUOR DOOR THRESHOLD %B x15 PEBBLE FINISH COLOR. LIGHT BUFF TO BE APPROVED BY OWNER -INTF ORAL COLOR APPIATI !� 21010E CONCRETE PAVER; 22 1 8' PAVEMENT \. - -- COMPACTED SUBGRADE PROVIDE SUB -BASE AS PER SPECIFICATIONS fi22 1 /8" ., t_ rc O ()PAVING DETAIL S EXP. JT. GRADING AND DRAINAGE. INSTALL PAVING WITH ELEVATIONS AND SLOPES TRANSITION SMOOTHLY AND SLOPE CONTINUOUSLY TO LEVEL OF ASPHALT. APPIANSTONE PAVERS EXP. EXP. JT. NQ T DECORATIVE AREA OF PORTE COCHERE DRIVEWAY & SIDEWALK TO RECEIVE TWO COATS OF HIGH GLOSS CLEAR SEALER AS MANUFACTURED BY PROTEC PRODUCTS OF UTICA. MN (1 -800 99BRICK) APPLY FIRST COAT W /HEAVY NAP ROLLER. SPRAY APPLY SECOND COAT ON NEXT DA, CLEAN ALL SURFACES TO BE SEALED PRIOR TO APPLICATION OF SEALER INCLUDE EXPOSED AGGREGATE PAVING AND INTEGRAL COLOR CONCRETE SUBMIT SAMPLE OF COLOR & FINISH FOR APPROVAL PRIOR TO FINAL POUR. EXP. JT. EXPANSION JOINT WITH 1/2" EXPANSION JOINT FILLER NOTE: SEE CIVIL GRADING PLAN FOR CONTINUATION AND PAVING DETAILS °PORTE COCHERE PAVING PLAN 3 A" V T9 67. -5" NOTE : ALT. PARKING STRIPES 4 6116E (2) COATS WHITE N.O. TRAFFIC PAINT EDGE OF IUNfSTRIPE (PRISMO OR EQUAL) OF FACE. OF C41ITTER 4" WIDE PAINTED PARKING STRIPES DIFFERENT COLOR THAN STD. PARKING LEVEL MANEUVERING SPACE — SIUBOL OF ACCESSIBILITY ON CONTRASTING BACKGROUND N. NTS 5,8801 0 PARK,. SPACE; 1. 1 IN 8 OF TOTAL ACC ,ESSIBEE MUST BE vAN ACCESSIBLE 2. MAX. SLOPE GE PAP11111' AND MANEUVERING AREA ➢ 10 117 GES PARKING LOT LINE STRIPING 9 SCALE Snr"r-c 4" CONCRETE SLAB /..ZIP STRIP CONCRETE OVER 4' ABC r% CONTROL JNT OR SAW CUT B) NOTE. SAwCUT MUST BE ACCOMPLISHED WITHIN 24 HOURS OF CONCRETE PLACEMENT_ lC1 CONCRETE JOINTS 6' MIN. 4' 0" VARIABLE MAY BE ZERO EXISTING GRADE SC OP )z \f e0 " ZOO �1P.F SCOPE ra'r L2 -1/4" VARIES (SEE PLAN) MINIMUM SLOPE _ 1- 3 /4 " /FT.. 1- JOINi2" EXP 1. T CURB -\ 4' 0" 6" MIN_ CURB TRANSITION ASPH. PVMT. —' HANDICAP RAMP NOTES. 1. THE LOCATION OF CROSSWALK LINES AND STOP BARS, WHEN REQUIRED. WILL BE COORDINATED WITH THE RAMPS. 2 RAMPS WILL BE CONSTRUCTED FROM CONCRETE. SPECIFICATIONS FOR RAMP WILL BE THE SAME AS FOR CONCRETE SIDEWALK. SLOPE SLOPE 12:1 MAX. 12.1 MAX. HANDICAP RAMP Dq -cz?(e 1 . a o � 3 a �oF v .no RECEIVED CITY OF TUKWRA AUG 1 3 1998 PERMIT CENTER BID SET Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840 -9469 Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: PAVING DETAILS Revision: A A A Sheet 0901 of Shts. 1:ST - e3wrA .matt CPU 1O F33. 19UALt 10 L aCQ AT TAPS STRAP 3ERVEE CLAPS IONIC WI VAN MIS TAT. 313 T MG, COW. TO CUISOE 2 OWL 10 NRSALt 3 ®o CPL. COPP. 1i1 COMER. WE'aLER 1-1452. . @4S COPPER TO aMTaE .1 E10NML 1a WE1LER WNW . .L C1P.wilas►0 v8 OR 02-0/. FL EOK 7a NEVER 14- 22D7 -. Or TE1 6• COMM. METER 9:09,1E9 1Y C11T. ®1 c1wssm.R KPc want TOrat ® i-rOMlf.. w1P7 FL, COWL TO ROCKWELL 912. CXIST ON mu. OR Amcor; 17nser nee.T. I1elE5affi' TD wow vin. 332E m 92-FLEX CAL. F'%, 2-DII- fL Z PE. WONT et-GC�E�. FFt�.., Q E>i1ML WELLER 11- 2376 -6 01-3' Iii 6. METER a SPEEN. 01 -Al•W. F3- x PL 12• um. CD 1 -CFT9. ARPf. FL awe 1O mown . 62{V. TL ETHNIC TO ELMER A-23Ta -6 MsV. SATISFACTORY Ur<1I. WW1. NET HEL DC O PWE FLEE. D. LENGTH 103 FIT. fie .s-or ems E.IIYdE vTTrN TH.crn E IMIL WY -Pass 1 NOM W-W= M. ST CITY 2 VOLT VWLL 1C PRECAST OR PORED M PLACED MCK E VAULT. 3 ALL PIPE L rRTR&S WAND LARGER SHALL VC COON LINED. CLS2. 4 P3P0NG FROM N1D@ TO VAULT SHALL 1E 4 ON 3. METER BETAL1A7mW TEE VT. VALVE ON MST. NAM RECUR= fASHC"o.%PAI EI:442a faaP4s Mar+ _ !WOE SW RNAlalialPm' W'L "cW4"Il1ER'ibiT .241 P.D. SUL HP= II PLACE WM TOP. r -r DOI COWER li. Mrw m vlRr. M01mINHl 0MORISSEE1 PROVEN =CREW ROTOR /LEDs ve- Como Pmt lax N4 "Ma DOT.. 4' COCOS 3" TO 6" City of Tukwila METER INSTALLATION mkt DATE: 11/22/96 WS -20 rib WilooliollOtt NOTE ALL $4O61.L SHALL EC COMPACTED TO 951E CPIRRW OENSIT: City of Tukwila TRENCH BACKFiLL STREET R/W Het 4 RWV DATE: 11/22/96 WS-10 • rFL� M'DRl1NT Ttl 2E PNN1E4 r TYD COATS OF FARWEST GCSE OR CLO MEIN H1 BF-2 AAE 70 EDUAL MUELLER /4-423 OR CIOW METSVLXiN /F -2565. HYDRANTS SHALL CONFORM TO AW.L' SPECIFICATIONS C 502 -54: SHALL BE COMPRESSION TYPE ANO 5.1 HAVE A TWO PIECE BREAKING FLANGE WITH BREAKING THIMBLE AT THE GROUND UNE OR STEM; WU. HAVE A SELF -06UNG DRY BONNET W. FACTORY RUED RESERVOIR HOLDING APPROXIMATELY B OUNCES OF OIL OIL RESERVOIR SHALL BE SO DESIGNED AS TO CNE A COMPLETE LUBRICATION OF STEMS UGH THE THE HYDRANT IS OPERATED. THE UPPER S. SPMLL HAVE A BRASS SLEEVE, CURB k GL/l'TER FINISHED PAVEMENT- S DEE VALVE BOX EW. NOTES: CONPTRO0 lS LL %1V /W PED /E 6 70e N C! G POD - , N ASLL "RA A�VE TI N U"A OV E POI YNGDE R AASI" L TS 9TEE7LLL RZ 7 PAHPEE DENIS Mli PUMPER DISCMMCE PoRT. IW B. WHERE NO CURB k GUTTER K RISTALLED, FIRE HYDRANT SWILL BE LOCATED ON RELATION TO STREET CENTER ULT.) CLOSE 7D PROPERTY UNE - C. HYDRANT INSTAUIIONS TO BE PER THIS STANDARD PUN AND REWIREMENR OF TUKW1LA MUSICIAN. COOE 14.24 AND CRY ORDINANCE D. HYDRN.TS INSTALLED. RELOCATED OR OTHERWISE WORKED UPON AS A RESULT OF A PROJECT SNALS BE FRESHLY PANTED. E. GREEN BONNETS SHALL BE EARNEST FOREST CRED1(/3524 City of Tukwila FIRE HYDRANT ASSEMBLY & SETTING DETAIL DATE: 11/22/96 WS -4 WWWWWWW EACH AREA VAL TO AL AREA BEND PLUGGED CROSS L �I� I. PLUGGED CROSS FA L FACE OF B OVER BOLTS WYE PLUG OR CAP I,I FD TEE 1. CONCRETE THRUST BLOOONO TO BE POURED AGAINST UNDISTURBED EARTH. 2 KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. 3. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON THE PLAN; e.9. 0 INDICATES 15 SQUARE FEET BEARING AREA REQIARED. 4. IF NOT SHOWN ON PLANS REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED BELOW, ADJUST IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS(ES) STATED IN THE SPECIAL SPECIFICATIONS 5. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON THI5 STANDARD DETAIL BEARING AREA OF THRUST BLOCK IN SQUARE FOOT NOTE FITTING SZE TEE, WYE 90' BEND PLUG. OR PLUGGED CAP CROSS TEE PLUGGED ON RUN Al A2 45' BEND 22 -)h 11 -1( BEND BEND 1.0 1.4 1.9 1.4 2.1 3.0 4.3 3.0 1.0 1,6 3.8 5.3 7.8 5.4 2.9 10 5.9 8.4 11.8 8.4 4.6 1.0 1.5 2.4 1.0 1.2 ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 p.s.i, AND AN ALLOWABLE SOIL BEARING STRESS OF 2000 p.K.l.. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURE AND SOIL BEARING STRESSES, USE THE FOLLOYANG EQUATION: BEARING AREA - (TEST PRESSURE /150)X(2000 /SOIL BEARING STRESS)X(TABLE VALUE). THRUST BLOCK DETAIL NTS ELEVATION NOTE 1: 1 -1 /2' SR KETER = 13 -I/4' 2' COMPOUND METER a IS -]/2' END VIEW GENERAL NOTES: SENSUS METERS TO BE SUPPLIED AND SET BY THE CITY ABOVE REFERENCED PART NUMBERS REFER TO 7TENS MMIUFACTURED HY MUELLER. THESE E ECUIVALENT FITTINGS TO HE USER METER SETTER TO BE APPROVED BY THE CITY INSPECTOR PRIOR TO HACKFILL METER 30X TO HE SUPPLIED BY DEVELOPER. 105511E /2 WITH 1/4' DIAMOND PLATE SOLID STEEL UP FOR 1 -1/2' METER FOGTITE R3 OR 2'X4' VETH 1/4' DIAMOND PLATE STEEL FOR 2' METER WITH THREE 12' RISERS. NAT HAVE HINGED INSPECTION PLATES CENTERED OVER METER. PLASTIC 112 W LANDSCAPE AREAS ONLY. SEE SECTION W.3.4 OF CITY STANDARDS. ONE DOUBLE OPENING U.V. DOOR 776 -TL -2 -332 CENTERED EACH WAY RETAINER GLAND 4 "D1 BACKWATER VAL (ACCESSIBLE) 2" DRAIN PIPE TO STORM DRAIN RODENT SCREE 4.92' 4' DOUBLE CHECK ( r .. _ VALVE ASSEMBLY SPOOL FLG. x PE. RETAINER GLAND 4'DI ° 0 �1 /i .41 I I .il,_D� FLOW wig O.S.H.A. APPROVED LADDE GASKET�� SEALS (TYP,) PLAN U.V. DOOR 555 -TL -2 -332 FINISH GRADE 4 "DI W PIPE INSTALLATION PER UPC City of Tukwila 1 -1/2" & 2" METER SETTERS DATE: 11/26/96 WS -15 FLANGE COUPUNG ADAPTOR A NAM 4'DI W U.V. BASE #555 SB THRUST BLOCK NONSHRINK GROUT (TYP.) RETAINER GLAND FLOW PIPE INSTALLATION BY CITY FORCES TO STORM PDRAIN NOTE: PIPE CRUSHED ROCK PAD SUPPORTS AS REQUIRED BY VAULT CINCH ANCHGP MANUFACTURER (TYP.) SEC11ON 1- THE CCNTRACTOR SHALL BE RESPONSIBLE FOR SIZING OF UTILITY VAULTS TO ACCOMMODATE THE VALVE EQUIPMENT THE CONTRACTOR SELECTS. `VAULT SIZE AS NOTED FOR REFERENCE ONLY AND IS NOT GUARANTEED TO MEET REQUIREMENTS. 2. THE CONTRACTOR MALL PROVIDE CHAIN FOR OS&Y. 1 WATER SERVICE BFP AND VAULT NTS HARD SURFACE WATER TIGHT PLUG GF:OUT FRAME IN PLACE 24" SQUARE 3000 PSI CONC. SLAB w /(4) +h"ex6 ANCHOR PROJECT BOLTS 3" ABOVE SLAB FOR ADJUSTMENTS. 45• BEND WYE BRANCH 42 "x24 "x6" 3000 PSI CONC. SUPPORT PAD LANDSCAPE AREA FRAME & CO'V'ER SET FRAME TO FINISH GRADE IN PAVED AREAS PIPE 0.D. + 1' SAND SE30 'CLASS "A' (NATIVE BACKFILL) 4' OR 6" SERVICE CONNECTION IF REQUIRED. 42" J PLUG WITH GASKET IF END OF UNE STANDARD CLEANOUT NTS /PLASTGRAIE 12" DIA- GROUT INVERT 6" PVC SCHD. 40 SEE PLANS FOR PIPE SIZE 3000 PSI CONC. 98X COMPACTED SUBGRADE 2 \YARD INLET IC1001 i NTS RECEIVED CITY OF TUKWILA AUG 1 3 1998 - "R CENTER consulting Engineers 111 S.W. F109 Avenue Suite 2500 Portland, Oregon 97204 503- 227 -3251 FAX 503 - 227 -7880 LA QUINTA INN TUKWIL.A, WASHINGTON vI F co • 0 15 01 w Z ,,x Z U 2 j 0) 0 lt! a N 1u! Architecture Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840 -9469 Job# 873036:01 Date: 8-04-98 Sheet Description: SITE IMPROVEMENT DETAILS Revision: Z\ A Sheet C -1001 of Shts. 98008-10 i4Pts,,s,,. i - n4 NOTE; LID WITH /EDGED INSPECTION NETER NU FIR _' PETER 3' 4,11,4- ve**- A: - III PLATE METER. 1,._ . 40#44- .- -4ss4es,■■■ -,4,* 1 SEE WATER 4' PETER 11,4* ,,,,, s*-4■14%*■•%■•kkt.; 4 ■ ■ ■■ * s.,- ...40,4b,,,,,. 4,, METER DETAIL FOR AODTT *NN- RISER Ne 6' METER . ..- • - 110,0", 11 SECTO7E MAT✓.0. CONCRETE VAULT DATA STEEL COVER DATA -3/8" FLOOR -PLAIN METER 112E CAT NO a1NENS!D S -t a. NOUGHT PERT C OR 1T/ 7 /2- ROUND OR 7 "3:14" READING LIT WIDTH LENGrN Iv L6• OVER All S12E DOTAL vE1GNT NO SIZE EA PIECE WDrAn G PIECE 2' 724 21 V2. 45 I, 321 425 24• N 4e' 130 1 3.64' 734 33 12• 45 1/2' 373 493 36' M 4e• 209 2 24' " 36• 105 6' 746 45 12.69 VW 540 473 4. P 71. 107 2 36" • 48' 204 e vow City of Tukwila COMMERCIAL WATER METER BOX K.e=W. DATE: 11/22/96 VS -17 rFL� M'DRl1NT Ttl 2E PNN1E4 r TYD COATS OF FARWEST GCSE OR CLO MEIN H1 BF-2 AAE 70 EDUAL MUELLER /4-423 OR CIOW METSVLXiN /F -2565. HYDRANTS SHALL CONFORM TO AW.L' SPECIFICATIONS C 502 -54: SHALL BE COMPRESSION TYPE ANO 5.1 HAVE A TWO PIECE BREAKING FLANGE WITH BREAKING THIMBLE AT THE GROUND UNE OR STEM; WU. HAVE A SELF -06UNG DRY BONNET W. FACTORY RUED RESERVOIR HOLDING APPROXIMATELY B OUNCES OF OIL OIL RESERVOIR SHALL BE SO DESIGNED AS TO CNE A COMPLETE LUBRICATION OF STEMS UGH THE THE HYDRANT IS OPERATED. THE UPPER S. SPMLL HAVE A BRASS SLEEVE, CURB k GL/l'TER FINISHED PAVEMENT- S DEE VALVE BOX EW. NOTES: CONPTRO0 lS LL %1V /W PED /E 6 70e N C! G POD - , N ASLL "RA A�VE TI N U"A OV E POI YNGDE R AASI" L TS 9TEE7LLL RZ 7 PAHPEE DENIS Mli PUMPER DISCMMCE PoRT. IW B. WHERE NO CURB k GUTTER K RISTALLED, FIRE HYDRANT SWILL BE LOCATED ON RELATION TO STREET CENTER ULT.) CLOSE 7D PROPERTY UNE - C. HYDRANT INSTAUIIONS TO BE PER THIS STANDARD PUN AND REWIREMENR OF TUKW1LA MUSICIAN. COOE 14.24 AND CRY ORDINANCE D. HYDRN.TS INSTALLED. RELOCATED OR OTHERWISE WORKED UPON AS A RESULT OF A PROJECT SNALS BE FRESHLY PANTED. E. GREEN BONNETS SHALL BE EARNEST FOREST CRED1(/3524 City of Tukwila FIRE HYDRANT ASSEMBLY & SETTING DETAIL DATE: 11/22/96 WS -4 WWWWWWW EACH AREA VAL TO AL AREA BEND PLUGGED CROSS L �I� I. PLUGGED CROSS FA L FACE OF B OVER BOLTS WYE PLUG OR CAP I,I FD TEE 1. CONCRETE THRUST BLOOONO TO BE POURED AGAINST UNDISTURBED EARTH. 2 KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. 3. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN ENCIRCLED ON THE PLAN; e.9. 0 INDICATES 15 SQUARE FEET BEARING AREA REQIARED. 4. IF NOT SHOWN ON PLANS REQUIRED BEARING AREAS AT FITTING SHALL BE AS INDICATED BELOW, ADJUST IF NECESSARY, TO CONFORM TO THE TEST PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS(ES) STATED IN THE SPECIAL SPECIFICATIONS 5. BEARING AREAS AND SPECIAL BLOCKING DETAILS SHOWN ON PLANS TAKE PRECEDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON THI5 STANDARD DETAIL BEARING AREA OF THRUST BLOCK IN SQUARE FOOT NOTE FITTING SZE TEE, WYE 90' BEND PLUG. OR PLUGGED CAP CROSS TEE PLUGGED ON RUN Al A2 45' BEND 22 -)h 11 -1( BEND BEND 1.0 1.4 1.9 1.4 2.1 3.0 4.3 3.0 1.0 1,6 3.8 5.3 7.8 5.4 2.9 10 5.9 8.4 11.8 8.4 4.6 1.0 1.5 2.4 1.0 1.2 ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 p.s.i, AND AN ALLOWABLE SOIL BEARING STRESS OF 2000 p.K.l.. TO COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURE AND SOIL BEARING STRESSES, USE THE FOLLOYANG EQUATION: BEARING AREA - (TEST PRESSURE /150)X(2000 /SOIL BEARING STRESS)X(TABLE VALUE). THRUST BLOCK DETAIL NTS ELEVATION NOTE 1: 1 -1 /2' SR KETER = 13 -I/4' 2' COMPOUND METER a IS -]/2' END VIEW GENERAL NOTES: SENSUS METERS TO BE SUPPLIED AND SET BY THE CITY ABOVE REFERENCED PART NUMBERS REFER TO 7TENS MMIUFACTURED HY MUELLER. THESE E ECUIVALENT FITTINGS TO HE USER METER SETTER TO BE APPROVED BY THE CITY INSPECTOR PRIOR TO HACKFILL METER 30X TO HE SUPPLIED BY DEVELOPER. 105511E /2 WITH 1/4' DIAMOND PLATE SOLID STEEL UP FOR 1 -1/2' METER FOGTITE R3 OR 2'X4' VETH 1/4' DIAMOND PLATE STEEL FOR 2' METER WITH THREE 12' RISERS. NAT HAVE HINGED INSPECTION PLATES CENTERED OVER METER. PLASTIC 112 W LANDSCAPE AREAS ONLY. SEE SECTION W.3.4 OF CITY STANDARDS. ONE DOUBLE OPENING U.V. DOOR 776 -TL -2 -332 CENTERED EACH WAY RETAINER GLAND 4 "D1 BACKWATER VAL (ACCESSIBLE) 2" DRAIN PIPE TO STORM DRAIN RODENT SCREE 4.92' 4' DOUBLE CHECK ( r .. _ VALVE ASSEMBLY SPOOL FLG. x PE. RETAINER GLAND 4'DI ° 0 �1 /i .41 I I .il,_D� FLOW wig O.S.H.A. APPROVED LADDE GASKET�� SEALS (TYP,) PLAN U.V. DOOR 555 -TL -2 -332 FINISH GRADE 4 "DI W PIPE INSTALLATION PER UPC City of Tukwila 1 -1/2" & 2" METER SETTERS DATE: 11/26/96 WS -15 FLANGE COUPUNG ADAPTOR A NAM 4'DI W U.V. BASE #555 SB THRUST BLOCK NONSHRINK GROUT (TYP.) RETAINER GLAND FLOW PIPE INSTALLATION BY CITY FORCES TO STORM PDRAIN NOTE: PIPE CRUSHED ROCK PAD SUPPORTS AS REQUIRED BY VAULT CINCH ANCHGP MANUFACTURER (TYP.) SEC11ON 1- THE CCNTRACTOR SHALL BE RESPONSIBLE FOR SIZING OF UTILITY VAULTS TO ACCOMMODATE THE VALVE EQUIPMENT THE CONTRACTOR SELECTS. `VAULT SIZE AS NOTED FOR REFERENCE ONLY AND IS NOT GUARANTEED TO MEET REQUIREMENTS. 2. THE CONTRACTOR MALL PROVIDE CHAIN FOR OS&Y. 1 WATER SERVICE BFP AND VAULT NTS HARD SURFACE WATER TIGHT PLUG GF:OUT FRAME IN PLACE 24" SQUARE 3000 PSI CONC. SLAB w /(4) +h"ex6 ANCHOR PROJECT BOLTS 3" ABOVE SLAB FOR ADJUSTMENTS. 45• BEND WYE BRANCH 42 "x24 "x6" 3000 PSI CONC. SUPPORT PAD LANDSCAPE AREA FRAME & CO'V'ER SET FRAME TO FINISH GRADE IN PAVED AREAS PIPE 0.D. + 1' SAND SE30 'CLASS "A' (NATIVE BACKFILL) 4' OR 6" SERVICE CONNECTION IF REQUIRED. 42" J PLUG WITH GASKET IF END OF UNE STANDARD CLEANOUT NTS /PLASTGRAIE 12" DIA- GROUT INVERT 6" PVC SCHD. 40 SEE PLANS FOR PIPE SIZE 3000 PSI CONC. 98X COMPACTED SUBGRADE 2 \YARD INLET IC1001 i NTS RECEIVED CITY OF TUKWILA AUG 1 3 1998 - "R CENTER consulting Engineers 111 S.W. F109 Avenue Suite 2500 Portland, Oregon 97204 503- 227 -3251 FAX 503 - 227 -7880 LA QUINTA INN TUKWIL.A, WASHINGTON vI F co • 0 15 01 w Z ,,x Z U 2 j 0) 0 lt! a N 1u! Architecture Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840 -9469 Job# 873036:01 Date: 8-04-98 Sheet Description: SITE IMPROVEMENT DETAILS Revision: Z\ A Sheet C -1001 of Shts. 98008-10 to SMH 7A1 CONSTRUCTED BY OTHERS RDM =23.2± • IN(8_)(E)= OUT(8_)(SW)= UTILITY VAULT TRANSFORMER (VERIFY LOCATION) ' CONST. SHALLOW SSMH PER C.O.T. STD. SS -4 RIM =23.3± IN(41(NW) =19.78 OUT(81(SW) =19.58 PROPOSED S CONST. BY OTHERS CONST. FH A:.:.tEMBLY PER C.O.T. STD. WS -4 CONNECT TO EXIST. WATER STUB PROPOSED 8"S CONST. BY OTHERS ■ e 2-IRR. BFP & VAULT SEE LANDSCAPE PLANS SMH 1A2 CONSTRUCTED BY OTHERS RIM =24.6± IN(8" NE)= IN(8" N) =15.86 OUT(8 )(W)= CONSTRUCT SHALLOW SSMH :2 PER C.O.T. STD. SS -6 RIM =23.6± IN(6`)(NE) =16.35 OUT(8 )(S)=16.55 CONNECT TO PROPOSED GAS �jAAIN SHEET ABBREVIATIONS AC BFP C.Q.T. CONST. COTG DI ELEC. EXIST. FF FH FP G IE ASPHALTIC CONCRETE BACKFLOW PROTECTION CITY OF TUKWILA CONSTRUCTION /CONSTRUCT CLEANOUT TO GRADE DUCTILE IRON ELECTRICAL ELECTRICAL EXISTING FINISHED FLOOR FIRE HYDRANT FIRE PROTECTION GAS INVERT ELEVATION !RR. IRRIGATION L.F. LINEAL FEET MECH. MECHANICAL MIN. MINIMUM PVC POLYVINYLE CHLORIDE S SANITARY SEWER S= SLOPE EQUALS SHT. SHEET STD. STANDARD TB THRUST BLOCK TYP. TYPICAL VCP VITRIFIED CLAY PIPE W WATER w/ WITH 1 r "IRR. METER & X- R C.O.T. STD. WS -15 12 L.F. 2 DI IRR. :• iNST. P11 1 A •:V C.O.T., STD. WS- CONNECT TQ_ EXIST. SS STUB E =19.8 I` PROPOSED 8 "S /CONSTRUCTED BY OTHERS S 0:0 •0.:.: ONNECT TO EXIST. SS STUB 36 LF.- 6DI FP LOBBY FF =25.00 COTG TYP. IE =19.70 GUESTWING FF =25.00 CONNECT TO EXIST. WATER STUB & VALVE\ WATER MAIN CONST. BY OTHERS\ 55 LF. -8 "01 W CONNECT TO POOL DRAIN TO CLEAN OUT ® 5' FROM BLDG. SEE MECH. PLANS FOR CONTINUATION. IE =18.70 G 22 LF. -4 "D1 W; IE =19.79 • NECT TO PUMP FOR POOL DRAINNAG IE= 20.50 24 L.F. -4 "VCP S =0.0295 29 LF. -4 "DI W 20 L.F. -41)1 W CONST. 4 "BFP AND VAULT 9 L.F. -4 "DI W CONST. TAPP . F TEE AND VAL PER C.O.T. STD WS -6- CONST. 4 "WATER METER AND BOX PER C.O.T. STD. WS -20 & WS -17 m GRAPHIC SCALE w eo 120 1. PROPERTY UNE EXISTING CURB & GUTTER EXISTING STORM DRAIN UNE EXISTING SANITARY UNE EXISTING WATER UNE EXISTING GAS UNE PROPOSED CURB & GUTTER PROPOSED WATER UNE PROPOSED SANITARY SEWER PROPOSED GAS UNE PROPOSED ELECTRICAL UN` PROPOSED CONDUIT UNE PROPOSED IRRIGATION SLEEVE PROPOSED CLEANOUT (COTG) PROPOSED SANITARY SEWER MANHOLE (SMH) PROPOSED THRUST BLOCK (TB) PROPOSED FIRE HYDRANT (FH) PROPOSED REDUCER S 0 - - -E- - - • /14"VCP 5 CONNECT TO SEWER UNE SIZE AND IE AS S= C.0200 MIN. NOTED. END 4"VCP 5 STUB 5 FROM FACE OF IE =20.00 BLDG. SEE MECH. PLANS FOR CONTINUATION. 0 10 LF. 52 12 LF. O 15 LF. O 11 LF. FP 6 "D1 FP END FIRE UNE AT 5' FROM BUILDING, SEE FIRE PROTECTION PLANS FOR CONTINUATION- OW 4 "PVC D1 W END DOMESTIC UNE AT 5' FROM BUILDING. SEE MECH. PLANS FOR CONTINUATION. LOCATE GAS MAIN NEXT TO BLDG. NOTES END UTIUTY ONES 5 FEET FROM EXTERIOR WALL OF BUILDING. SEE MECHANICAL PLANS FOR CONTINUATION. 2. CONTRACTOR SHALL CONFIRM YATH MECHANICAL AND ELECTRICAL DRAWINGS FOR UTIUTIY ROUTING. 3. 4. 5. 6. 7. 8. 9. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THE PLANS IS FOR INFORMATION ONLY AND IS NOT GUARANTEED TO BE COMPLETE OR ACCURATE. CONTRACTOR SHALL VERIFY ELEVATIONS, PIPE SZE, AND MATERIAL TYPE OF ALL UNDERGROUND UTILITIES PRIOR TO COMMENCING WITH CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES TO THE ATTENTION OF KPFF CONSULTING ENGINEERS, 72 HOURS PRIOR TO START OF CONSTRUCTION_ CONTRACTOR SHALL ADJUST ALL EXISTING OR NEW FLEXIBLE UTIUTES (WATER. GAS, TV, TEEPHONE. ELECTRICAL ETC.) IF CONFLICT OCCURS. BEFORE BACKFIWNG ANY SUBGRADE UTIUTY IMPROVEMENTS, CONTRACTOR TO SURVEY AND RECORD MEASUREMENTS OF EXACT LOCATION AND DEPTH. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT LEAST 48 HOURS PRIOR TO ANY CONSTRUCTION_ THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND PROTECTION OF EXISTING FACILITIES. THE CONTRACTOR SHALL MAKE ALL CONNECTIONS TO EXISTING WATER MAINS AS INDICATED ON THE PLANS. ALL EXISTING WATER VALVES SHALL BE OPERATED ONLY BY CITY MAINTENANCE SERVICE DEPARTMENT PERSONNEL ALL RESIDENTS AFFECTED BY SUCH OPERATIONS SHALL BE NOTIFIED AT LEAST 24 HOURS IN ADANCE THE CONTRACTOR SHALL PROVIDE TEMPORARY FACILITIES REQUIRED TO PROVIDE WATER TO ANY WATER SERVICE THAT YWLL BE WITHOUT WATER DURING THE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL MAINTAIN WATER AND SEWER UNE SEPARATION PER THE CITY OF TUKWILA STANDARD . VERTICAL DATUM: NGVD 1929, AS REPORTED BY THE NATIONAL FLOOD INSURANCE PROGRAM. FLOOD INSURANCE RATE MAP No. 53033 C 0978 F. LAST REVISED 5/16/95. t0. BENCHMARK: RM331 CFASEIFD SQUARE IN THE ANGLE PONT OF THE NORTHEAST WING WALL OF THE CONCRETE INTER -URBAN AVENUE BRIDGE OVER THE GREEN ROAD. ESTABUSHED BY CH2M HILL WATER NOTES 1. CONSTRUCTION OF WATER SYSTEMS SHALL MEET CITY OF TUKWILA DESIGN AND CONSTRUCTION STANDARDS. AMERICAN WATER WORKS ASSOCIATION STANDARD, AND ALL OTHER FEDERAL, STATE AND LOCAL SPECIAL REQUIREMENTS WHERE APPUCABLE. 2. ALL WATER MAIN PIPE SHALL BE DUCTILE IRON PIPE. CEMENT LINED, STANDARD THICKNESS, CLASS S2 MINIMUM. AND SHALL CONFORM TO THE STANDARDS OF AWWA C -151. SANITARY SEWER NOTES 1. SANITARY SEWER PIPE SHALL BE PVC (SDR 35, RING TITE JOINTS, POLYVINYL CHLORDIDE) PIPE, AND CONFORM TO THE APPLICABLE APWA / WSDOT STANDARD. 2. CONSTRUCTION OF SANITARY SEWER SYSTEMS SHALL MEET CITY OF TUKWILA DESIGN AND CONSTRUCTION STANDARDS, CRITERIA FOR SEWERAGE WORKS DESIGN. WASHINGTON STATE DEPARTMENT OF HEALTH, AND ALL OTHER FEDERAL AND STATE SPECIAL REQUIRMEN -S WHERE APPUCABLE • CONST. FH ASSEMBLY #3 PER C,O.T. STD. WS -4 CP RECENED CRY OF 7UKWILA AUG 1 3 1998 PERMIT CENTER ERB Consulting Engineers 111 S.W. Fifth Avenue Suite 2500 Portland, Oregon 97204 503- 227 -3251 FAX 503 -227 -7980 III LA ()UINTA INN TUKWILA, WASHINGTON Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (602) 8840 -2795 FAX (602) 840 -9469 Job# 973036.01 Date: 8-04-98 Sheet Description: UTILITY PLAN Revision: A 7 A Sheet C -501 of 4htc RRn08 -6 1 • CB TYPE I ' -B TYP. PER C.O.T. STD. DS -25 RIM =23.00 IN(61N=19.65 OUT(12 ")NE =19.55 TP =23.70 CB R1M =23.00 IN(12 ")SW=19.04 IN(4 ")NW =19.04 OUT(12')NE =18.94 TP =24.00 TP =24.40 TP =24.00 TP =24.00 TP =23.40 TP =24.50 TP =23.50 SID RIM =23.80 \•�2 ?�G� IE =20.00 V. • NO1 TP= 3 TP =23.30 8 PVC SD S =0.010 TP =23.70 PUGET SOUND POWER & UGHT EASEMEN TP =24.33 TP=24.2 =24.33 CB 3B RIM =22.40 IN (12 ")SW =18.30 IQNU4 (RN5W =3 2 0 TP =23.40 TP =23 TP =24.00 TP =23.60 TP =23.30 TP =23.50 TP =23.00 LOBBY 33 L .= COTG FF =25.00 12 PVC Rot S =0.0100 24, RIM =23.80 YI IE =19.76 RIM =23.80 \� IE =19.42 RD4 (3) O 6 PVRC TP =24.20 =23.60 \c -0 y� TP =2:; .') \ 4Q_ TP =23.00 TP =23.50 1 RIM =23.80 iE =20.00 TP 23.80 TP =24.00 RIM =23.80 IE =20.00 W =22.60 TP =23.30 GUESTW1NG FF= 25.00 =23.90 TP= ...50 / 23.80 / 24.00 • Cit:4... R 23.00 YI R1M =23.80 IE =18.00 CB 48- TYPE II 98 L.Ft 15-PVC SD S=Q. /1P=24.00 TP =24.20 2-PVC PPE TO DRAIN WATER SER V CE,iAOLT t TP =23.70 r,ONS� --- fL(0TN - CONNECT TO EXIST. SD.,! iE= 16.1V. 27 -. Z4'PVC SD 0075 , YI TP =23.50 RIM = 23:80\ 1E =17.30 i7 /RIM =23.80 IE =20.00 YI RIM =23.80 IE =18.00 RIM =23.80 IE =18.50 COTG IE =17.78 =23.60 TP =24.00 TP =22.80 c,..-AB =22.70 TP =23.60 =23..0 CB 3A TP =23.90 IM =22.00 .93 T(18 -)NE =17.83 =23.20 TP =23.60 TP =23.60 TP =23 80 = 23.60\ \ TP =24.00 TP =24.30 TP =24.30 • TP =22.40 TP =23.00 TP =23 PROPOSED PED. BIKE PATH CONST. BY OTHERS =22.50 x1H15 TP =23.00 • SEE SHEET C -401.1 FOR COURTYARD GRADING AND DRAINAGE INFORMATION. GREEN EARTHWORK QUANTITIES DESCRIPTION CUT (C.Y.) FILL (C.Y.) GRADING 2,697 1,554 TOTAL 2,697 1,554 30 GRAPHIC SCALE U b !0 IN ( IN FEET) 1 inch = 90 ft. SHEET LEGEND PROPERTY UNE CENTERLINE EXISTING CURB & GUTTER EXISTING STORM DRAIN UNE EXISTING SANITARY UNE EXISTING WATER UNE EXISTING GAS UNE EXISTING CONTOUR PROPOSED GRADES (ADJ. DEVELOPMENT) PROPOSED CONTOUR PROPOSED CURB & GUTTER PROPOSED STORM DRAIN UNE PROPOSED CATCH BASIN (CB) ROPOSED YARD INLET ('9) PROPOSED CLEANOUT (COTG) PROPOSED STORM DRAIN JUNCTION CHAMBER (SDJC) PROPOSED SANITARY SEWER MANHOLE (SMH) PROPOSED DRAINAGE SWALE 22 50 RD S=0 0200 MIN. IE =20.00 MIN. ®5 LF. -4•SD S 10 LF. -4'50 ■ 0 • • • • CONNECT TO ROOF DRAIN. END ROOF DRAIN STUB 5' FROM FACE OF BLDG. SEE MECH. PLANS FOR CONTINUATION. ®15 LF. -4'59 ® 25 LF. 4•SD ® 35 LF. -4•SO 20 LF. -4.50 ® 30 LF. -4•50 CONST. CONSTRUCT (ED, :G FI) PVC C.O.T. CITY OF TUKWILA RD EXIST. EXISTING 5= IE INVERT ELEVATION so HP HIGH POINT SD.! L.F. LINEAL FEET STD. MIN. MINIMUM TP PED. PEDESTRIAN TYP_ PVC POLYVINYL CHLORIDE EXISTING FEATURES ARE F. CRFJENED POLYVINYL CHLORIDE ROOF DRAIN SLOPE EQUALS STORM DRAIN STORM DRAIN MANHOLE STANDARD TOP OF PAVEMENT TYPICAL GRADING & DRAINAGE NOTES 1. THE CONTRACTOR SHALL THOROUGHLY FAMIUARIZE HIMSELF WITH ALL EXISTING SITE CONDITIONS BY SITE VISITATION. DETAILED RENEW OF AU. CURRENT SITE PLANS, PREVIOUS INFORMATION OF SURROUNDING LAND USES AND ZONING CONDITIONS OR OTHER MATERIALS TO FULLY ASCERTAIN THE SCOPE OF THE WORK IMPLIED WITHIN THE PLANS. 2. THE CONTRACTOR SHALL REVIEW THE REPORT ENTITLED - GEOTECHNICAL EXPLORATION FOR THE PROPOSED LA QUINTA INN, U.S.A. ' AND ANY SUPPLEMENTAL REPORTS THERETO: AkG FOLLOW ALL RRECOMMENDED PROCEDURES AND CONSTRUCTION OPERATIONS MADE THEREIN FOR REMOVAL OF EXISTING ASPHALT PAVEMENTS AND RECONSTRUCTION THEREOF AND THE REMEDIAL PROCEDURES AND OPERATIONS FOR PROPER SUBGRADE COMPACTION AND STABILITY. THE CONTRACTOR SHALL PERFORM ALL OPERATIONS SPECIFIED IN THE PRESENCE OF THE GEOTECHNICAL ENGINEER AND SHALL PREPARE ANY SUPPLEMENTAL PLAN DOCUMENTS REQUIRED FOR THE CONSTRUCTION OPERATIONS SPECIFIED IN THE ABOVE PREFERENCED REPORT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ESTABLISHMENT AND MAINTENANCE OF HORIZONTAL AND VERTICAL BENCHMARKS THROUGHOUT THE DURATION OF THE PROJECT. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AN 'AS-BUILT" SURVEY OF ALL SITE IMPROVEMENTS INCLUDING STORM AND SANITARY SEWER; SAID 'AS- BUILT" SURVEY SHALL BE PERFORMED BY AN EXPERIENCED REGISTERED LAND SURVEYOR AND SHALL ILLUSTRATE ALL FINAL GRADE ELEVATIONS. HORIZONTAL AND VERTICAL REPATIONSHIPS BETWEEN BUILT STRUCTURES AND PIPING. FINISHED GRADIENTS OF PIPES AND MATERIALS TYPES. THE CONT.ZACTO R SHALL RENDER THE AS -BUILT DRAWINGS AT AN ACCEPTABLE MEASURED SCALE(S) AND SHALL DaIVER A REPROOUCABLE COPY OF SAID -AS- BUILT' TO THE O'WNEP. PRIOR TO APPLICATION OF FINAL PAYMENT. 5. A QUALIFIED GEOTECHNICAL ENGINEER. EMPLOYED BY THE OWNER SHALL MONITOR ALL EARTHWORK OPERATIONS AND SHALL PROVIDE 11ESI1NG AS TO THE STANDARDS AND QUALITY OF BEARING SURFACES AND THE MINIMUM QUALITY STANDARDS OF MATERIALS. THE GEOTECHNICAL ENGINEER SHALL MAKE THE SOLE INTERPRETATION OF ROCK AND UNSUITABLE SOILS AND SHALL MAKE RECOMMENDATIONS AS TO Irs REMOVAL OR FINAL DISPOSITION. 6. CONTRACTOR SHALL VERIFY ALL EXISTING MANHOLE RIMS IN PARKING LOT AREA TO BE RATED FOR VEHICLE TRAFFIC. REPLACE EXISTING MANHOLE PIMS IF THEY DO NOT MEET REQUIREMENTS. CONTRACTOR TO VERIFY EXISTING INVERT ELEVATION AND REPORT TO CIVIL ENGINEER PRIOR TO CONSTRUCTION. 7. THE CONTRACTOR SHALL UMIT CONSTRUCTION OPERATIONS TO THE PROJECT SITE AND SHALL PROTECT ADJACENT PROPERTIES AND PROPERTY OWNERS FROM ENCROACHMENT OF SOIL EROSION. 8. THE GRADING DESIGN CONCEPTS CONTAINED HEREIN ARE BASED UPON THE REFERENCED SURVEY LISTED IN 'GENERAL NOTES' NOTE /6 ON SHEET C -201. 9. MAXIMUM CUT OR FILL SLOPES = 214: 16. 10. THE SCOPE OF WORK IMPUED WITHIN THIS PLAN INCLUDES ALL GRADING OPERATIONS FOR FINAL GRADE ELEVATIONS AS SHOWN. THE CONTRACTOR IS RESPONSIBLE FOR ALL EARTH QUANTITIES. GRADING OPERATIONS AND MISCELLANEOUS HAUUNG AND /OR DISPOSAL OPERATIONS TO RENDER THE SITE TO THE FINAL CONTOUR AND GRADE ELEVATIONS SHOWN ON THE PLAN. FlLL REQUIRED SHALL BE FURNISHED. INSTALLED AND COMPACTED AS PART OF CONTACTOR'S BASE BID. IF 'EXCESS' CUT IS GENERATED FROM EXCAVATIONS, SAID "EXCESS' SHALL BE DISTRIBUTED AND FINE GRADED AND GRASSED ON DESIGNATED OR APPROVED AREA OF THE OWNER'S PROPERTY AT NO ADDITIONAL COST TO THE OWNER. 11. NUMBER OF ACRES= 3.75 ACRES X OF IMPERVIOUS SURFACES = 53.9% SF OF AREA TO BE DRAINED= 163447.84 sq ft 12. STORM DRAINAGE DESIGN IS IN ACCORDANCE WITH THE KING COUNTY, WASHINGTON SURFACE WATER DESIGN MANUAL CURRENT EDTION. AND THE STANDARD DETAILS. PLANS AND SPECIFICATION OF THE CITY OF TUKWILA INFRASTRUCTURE DESIGN AND CONSTRUCTION STANDARD. 13. VERTICAL DATUM: NGVD 1929. AS REPORTED BY THE NATIONAL FLOOD INSURANCE PROGRAM. FLOOD INSURANCE RATE MAP No. 53033 C 0978 F. LAST REVISED MAY 16. 1995. 14. BENCHMSRK: RM331 CHISELED SQUARE IN THE ANGLE POINT OF THE NORTHEAST WING WALL OF THE CONCRETE INTER -URBAN 8RIDCS OVER THE GREEN ROAD. ESTABLISHED BY CH2M HILL RECEIVED CITY OF TUKWIL4 Dq AUG 1 3 1998 PERMIT CENTER Consulting Engineers 111 S.W. Fifth Avenue Suite 2500 Portland. Oregon 97204 503- 227 -3251 FAX 503 -227 -7980 LA QUINTA INN TUKWILA, WASHINGTON Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (6n21 840 -2795 FAX (602) 840 -9469 Job# 973038.01 Date: 8-04-98 Sheet Description: GRADING AND STORM DRAINAGE PLAN Revision: A _A Sheet. C -401 of Shts. 98008-4 19.78 LOBBY YI EI =22000 FF =25.00 IM =23.80 ®' YI IE 19.30 RIM =23.25 4 70 YI IE =19.45 x { RIM =23.80 IE =20.17 YI RIM= 3.25 IE =19.00 E =18.78 SPA COPING ELEV. =24.70 GUESTWING FF =25.00 RIM =23.50 IE =18.80, YI R!M =23.25 IE =18.50 10 L.F. -8 "PVC SD S =0.0100 RIM =23.80 IE =20.46 RI =23.80 YI /1E =19.63 RIM =23.80 IE= 19.18 RIM =23.80 IE =19.56_. SHEET LEGEND PROPERTY LINE CENTERLINE EXISTING CURB & GUTTER EXISTING SANITARY LINE EXISTING WATER LINE EXISTING GAS LINE EXISTING CONTOUR PROPOSED CONTOUR �y 720 E PROPOSED POINT OF SPOT ELEVATION PROPOSED CURB & GUTTER PROPOSED STORM DRAIN UNE SD PROPOSED DROP INLET (DI) • PROPOSED YARD INLET (YI) • PROPOSED CLEANOUT (COTG) • PROPOSED STORM DRAIN JUNCTION CHAMBER (SDJC) • PROPOSED SANITARY SEWER MANHOLE (SMH) • DIRECTION OF DRAINAGE EXISTING F ATLRES ARE SCREENED NOTES: 1. VERTICAL DATUM: NGVD 1929, AS REPORTED BY THE NATIONAL FLOOD INSURANCE PROGRAM, FLOOD INSURANCE RATE MAP No. 53033 C 0978 F, LAST REVISED MAY 16, 1995. 2. BENCHMARK: RM331 CHISELED SQUARE IN THE ANGLE POINT OF THE NORTHEAST WING WALL OF THE CONCRETE INTER —URBAN AVENUE BRIDGE OVER THE CREEN ROAD ESTABLISHED BY CH2M HILL GRAPHIC SCALE m ( IN ) 1 inch = 20 f - DqR-02� LP RECEIVED CRY OF TUKWILA AU6 1 3 1998 PERMIT CENTER 17127 Consulting Engineers 111 S.W. FILM Avenue Suite 2500 Portland, Oregon 97204 503 - 227 -3251 FAX 503 - 227 -7980 LA ()UINTA INN TUKWILA, WASHINGTON oLcm Z�X ZQ Q Yi O a. 5 to 0,1541 IMMINIMM OVIMM 1'IIbiE,i11 • dry+ r Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix. Arizona 85018 (602) 840 -2795 FAX (602) 840 -9469 Job# 973036,01 Date: 8 -04-96 Sheet Description: COURTYARD GRADING AND STORM DRAINAGE PLAN Revision: d A A A Sheet C -401.1 of Shts. 98008-5 .51.2 _11E1611. ACCESS DETAIL B• Min. 11I• Mw. Prot C.hearoa Ptios Prom. Come root. =en: {�-- u•--� 411:3:54, msrmdaeb.w ancoot tl+W tr 4t Cr.Map In aro meMM a � sham, b OMAN ovw V.V. not 0 1/2• far Raoul MH 24• 104 Way k Gewr s.. S-0. 10. Max. 12• Typ. CHANNELIZATION DETAIL Kor-N -Sea hoiiitit„ Geld. Drop On 0.1' Mae 1..B i e• Mtn. City of Tukwila ncm 1. Rubbw Gaswt It Grad ot 09 Juid.. Grout AS lilting Ey. Holm ==.17,14.9.38....0 Slope Shod to Piper 471 Sid. thaw CrWStl Rod 12• lin. Construct Chanel SMII F Feld Smooth Mash WM Soon Caw Cone. ' C /6D.r. s. nno n.!) Precast Bow ACCESS. CHANNELIZATION. & STEP DETAIL Hat to moo DATE: 11/22/96 SS -3 e.dOna Motodal... TYP., 1914. Sor Gradation Tanta BEDDING FOR RIGID PIPE IN TRENCHES Not• 1. ProOdo uniform support under barrel. 2. Mond tamp under hounder. 3. Compact bedding nlol.do to 655 MAX donSty •.aapt Oddly over pipe. nand amp only. 4. Mona saran of bedding I.v4, a Mops up a.q Ir.m pipe. -Ppe 1.4.'12)2r, __ for ape 2 4' IRpo I.D. D aww 36• Yon. for pipo ialf than 24' lb. -TM pipe recur. to .s actual fr.rTh etdth. wept that for Clow A WdOag. No fin. melodic mid. Merl In 1 1/2 lD. t 1e•. 6. *d.SII NNel .Mpae eorngarrm a h6iditl aupt pIM'pe diom.ar shall not he Goad, l' per /oat e1 OWENS. CLASS A LASS B 410m f2'MAX 1/4 I.D. 4119 , 27, urm4r e'YwD, 2n.. awn 1/4 0.4. 1/2 0.0. 3/4 O.D. 1/2 0.0. X Pawing 3/4• 110 we 95 -100 le 0 -10 non 0-J saw •tla wwm Bedding Material Gradation Tobie xPo.. 100 25 ern. 40 Mao. 7 1/2 Mon. 35 Yin. 8ackfill Material Gradation Table 35 Min. Aa• Sin 1/4' 40 / 200 Sand EaulwMnl City of Tukwila PIPE BEDDING FOR SANITARY SEWERS Ma V rl DATE: 11/22/96 SS -11 Woo 1. Mw. Rpe dwn•M m•y b., amita0 by Fos COnrigaaa4n w w comm.rw by 0040000. 2. Th. IloONnum Dmr•nbn from Mantel• a P90 Joint a0OiM• oft to P042 Molt. 24 and Iw.. J. Rubber Gaol. k Grout M All Joint.. 4. Grout Ad lifting Ey. Nolo. City of Tukwila SANITARY SEWER MANHOLE 48' & 54' ATE: 11/22/96 ss —a D M a 96 "Slab with 48 "Opening 96 "Slob with 24-Opening Ban • a roman �BotMamar 12'.� �.. 72"Slab with 48 "Opening 72 Siab with 24-Opening B BanCman Bottom Face Mr. 48"Slab with 24 •Opening h tiara a s'C.ntom Boltarn ran 54 Bar ai b' MaMOh _ 0 Z- p I 2'Clr. J City of Tukwila REINFORCING DETAILS FOR MANHOLE TOP SLABS�r •••• DATE: 11/22/96 SS -9 1 cm oP 'fUKWILA AUG 1 3 1998 PEP,- ',,TER azili constitr79 Engineers in S.W. Fifth Avenue Suite 2500 Portland. Oregon 97204 503 -227 -3251 FAX 503- 227 -7980 LA QUINTA INN TUKWILA, WASHINGTON ....■w■ Emmilgul wi • :1(; b1 Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840 -9469 Jobi 9730313.01 Date: 8-0408 Sheet Description: SITE IMPROVEMENT DETAILS Revision: A 7- A Sheet C- 1001.1 Shts. 98008 -11 PON& NO GRATE 86m mom F 4..e.d 478C OM R) loll Ij ISRI ~C MO MNIn Ohm . Moo en Owe r weld Blyde1 tpw.rw.. et w owseMble Mo . le wear wed .Ma NOM lrty. oberma era et 612 awe Ire.. E.e tent no et. WM. pee IMO who eel. Is ASTI 41 NwR( (AMMO MI. MY4.11 AM be pled the taw." OR Me O.* I. eat= Mwoh.e�A Mow. tier Well be t ONO.. ar 1prelmeemet.6a.lwh eM6 Mw a w6 6J.Mrr M N � 2C, RMEM sTnrodMM Meer weld er te' ero" Pie. Is be WPM. In red. wept. 1.1.4. IMMorAM ea. M ON Y seepl le pia muter Oboe. IW. eat !rep ant WM. Teo wapue• W. horn w fp4oN gra4 M w Eye wort te WM, low ter en he ar. M w oval bow wee are Aar eaaee Nerd. at Wad I/2" Co. wain hem of grate a tell M p aawrdew MA at Food Som.. RR -F-11210. 'lea amr ra+mal. 0 *Meow WWI be r le e6.9 FrAnn en m Sale mg be Neb .. MA Oho dew r at PRECAST cliff SECTION City of Tukwila CATCH BASIN TYPE 1 it DATE: 11/21/96 DS -25 j Covers shall have the word "SEVER' in 2 raised letters when used in connection with sanitary sewer installations. 'STORM' when in connection with storm drain installation within rrxht of way & drain on private_ property. 'WATER - when in connection with potable water distribution. item -3 Naha .4. t/2TKCk Lloathe Sea. t�f 2S- Non-Sled Patton to be cent integral on lap et carer. Section A -A Cast Iron Locking Cover Minimum weight 150 lbs. NOTES: 1. Frame to be g routed 2. OFC MM30 9/f. IMO 825 or Frame Plan Section B -B Cast Iron Frome approved equal Minimum weight 210 lbs City of Tukwila 1/2• NOTES: 1. ALL TYPE 1 AND TYPE II CATCH BASINS REWIRE LOCKING TYPE FRAME k GRATE. 2. FRAME k COTE TD BE OLLABLE MON. A MERE A LOCKING GRATE IS REQUIRED, GATE 5 TO BE LOCKED DOWN WITH (2) s /B• STANILSS STEEL Socm 4. V LOP 'GATES ARE REQUIRED M GREATER r.11ER 03 S TITS AND cRFAmI nwi 2soo SF IMPERVIOUS S MFKE 0. 05 no ro SIYLE C -2. EQUAL 2 I/2- GRATE City of Tukwila CATCH BASIN FRAME Sri GRATE DETAILS DATE: 11/20/96 DS -3 24" Manhole Frame With Cover OR re a.•t- DATE: 11/20/96 STEP DE AI • 1/2' fr hoot Y.P. Rued lbw Sava Slee S Passing 3/4- 100 3 /e• 70 -100 fs 55 -100 r10 35 -95 r2O 20 -80 144 10 -55 P00 0 -10 x200 0 -3 Sand Erwholent 35 MIN. BEDDING MATERIAL GRADATION TABLE Note.: 1. Provide undone support under bamel. 2. Work bedding undr haunahw. 3. Trench widO(0) -Pipe 1.0. plus 24• Mac for Mpe 34' I.D. or moiler. Pipe I.D. plus 38• Mac for pipe larger than 24• LD. 4. Bookfill 5/8- Minus Gushed Rook untie Men. Moo/.d by the City. 5. For we with reinforced NOPE,PYC on Private Systems whore approved. 6. See Pavement Potehko Standard Plan. City of Tukwila FLEXIBLE PIPE BEDDING IN TRENCHES DATE: 11/20/96 DS -11 i Franke ant Gate et Rim a.0 Cater !Geer or Ad 0000 Sod. lbndoafd Rot sea Co. Steps a.d 14.. ladder (4 relteAare) N 000000000/00000 •Ir or ••+v) • 00• 0 i • For eepss6o oat h paw any SOO [V or Waaa�it aqa with tnOpel Rear) 15 SO IN/FT O each dOppfan Ar 411- COL Ole SO NOT . each MreM ewo her 54- . PRIMO s.0 WO 6191 Nor B Grote cMO for d B.pf6 !er h.aae ear. Ony Seprote oat le plea r e.ps. precast fee 023 M b(.rh Q' rectbn for 48-DA 0.10 SO w/Fr f.a.m Om. tr 5C W Pro. ®ae Je. $.is. 3300 //FT (E91) NOTES; Cater Oahu to be onowtro din aoa..bee IRn ASNI C 473 (AASNTO M 199) k ASTIR C 860 Moe ollon. Mao an p.re or noted in the Standard SpacrwaCene. NmrdMldn Gr Awn or dims n.0 owOon Mel Raw 3• nin:wnn dear.. S49a O cool. bale Mali haw r m6rrwnt dears . No Mpa are required when $• d 4• or hew. NI Moron. Cat h place adore. M0. be Cis A Mon- 000orted carnte . e.PInei art Mot/ WJ1 b e Eme G Al precool Aran. Mel obtain 4000 P51 • 28 days. Precool Dew .EMI be hods. Me rear!. or Mu.. Knack.. OM shove a was tn... a6 2- mMrwm. Mreawhrt r at ,C kola Ms'ol NOM to Rao oar Porn., pee coup Owh see rldebrwa. rMwee vote :me •e 3r for 48• patch bath.. 4Y for 54- patch sash.. If ennFl. Molded between hake is Frame o.ol grate or ring and mew OM be in occordonce Mb Standard Speeificabo a and most the stomp we An sane .+ GOO. 500920on la- F-6210. Mang surfaces Mal ee I.. to arum .mrrreMag A9 eaa 00dordm .teat W. ham • rn: ' n •d 111.4A or tna00 Ps and be Po. 6h mppr halt of w ear eMh 7• Moira. Moro. The bottom of the mama Cabe. Beakn •1•p be ;•ed.d. For fetal. ONO, home and grate. dew and saw r Cod. Plea D-3 and 0-4. For dMai ORM, . tar, 000.. nand. and tap Mac Nee Stondord Pion 0-5 Tiara ant grate map be fnetalled eat ear.ge down or pant n. Kw. City of Tukwila CATCH BASIN TYPE 2 48 & ss MM Is DATE: 11/21/96 DS -22 Limns M Pepe Compact. Liola Po Cmoothure r CTS OIL •� _, x0.15 6w OIL I I WAR. M P f Gampeatd 1Pa J - - - = -= Comm. Gravel Badar3 oar FaunaGary even Sgeifd DESIGN A (Fee 0.0& And Create Pipe) reel Sockfil..fir TYPICAL PIPE -ARCH INSTALLATION Foundation when Soaked DESIGN C (For ConCnte Plow CA armor RNnfercement Ony) NoRs Pipe ennpeelien amz. Maw" on Ai eon ter cPN danNtnrctlon p an .m0odmmt r pia w fruetlen la p tnren, w hodtatal 6nete of ten. eaa i m a m u o�bl•wmhaheogmmel�i..wrw�`I`e. la mid I ardr.a. MM a.ym A Creole pipe Mt" opt. Nnfaumem woe N la.tald p amMin or who ere A Concrete dye, Min or who ea cor ins. n Do MM be instated : A r a g.r. tan at Dodo A and C. a. ate - entlol.ar. :orFar Oak" C. R M es.etld lac w mop. for SeWNa Zan. 3 t lt rev yarnlaa a .ter o. 0.D. 1s pool la w .-ere diameter M a NW w he OJL elA and 1 at 1M QmtlelrW Mown a dept ]' and 4 Map W red • PIPE -ARCM MERL ONLY 52E( woes) PAW OWL BEIWEEN BaRRELS ,Y TO 24• 30' TO 96• lY DP/2 TO Ya'b- sY TO 30 29 42- m 9ry 72- 102- 1D lee 18'10 36• 72" 4r To 142- SPAN /3 148- 10 199- +e- CLEARANCE BETWEEN PIPES MULTIPLE INSTALLATIONS LEGEND PPE mammas 201Es ®OWN material plated O 05' later layers and eta.. to 1G[ meknen salt'. _1 I. la and diameter. 12' hough 42- a for Nona on through 50'. 2' for Nom.law geeatar than 42- end for spare greater than 50-. Eat Ensbanionent Canead+M Bed *bow or hey May eras or ma'gh ad (did. cum IM peaty). Oro. booklet M pipe bedtr4 City of Tukwila PIPE COMPACTION & SACKFUL DATE: 11/20/96 DS -12 RECEIVED CITY OF TUKWILA AUG 1 3 1998 PERMIT CENTER • Consulting Engineers 111 S.W. Fifth Avenue Sulte 2500 Portland, Oregon 97204 509- 227 -3261 FAX 503- 227 -7980 LA QUINTA INN Architecture / Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (602) 840-2795 FAX (602) 840 -9469 Job# 97303601 Date: 8-04-9e Sheet Description: SITE IMPROVEMENT DETAILS Revision: d /A A O A Sheet C- 1001.2 of Shts. 98008 -11' 9 ELEVATIONS MONUMENT SIGN WALL S/ NS REQUIRE SEPARATE PERMIT 8" THICK /CON XEE APRON 12 -0 - -0 / 3 -4" J -O O3 -N5 CONTINUOUS HORIZONTAL REINFORCING BARS 0 N 5 BARS X 2' -6" LONG AT t8" O.C. O 3- #2 BAR DES AT 3" O.C. O 1/8' THICK STEEL PLATE W/ EASED EDGES WITH 2` X 3/8` DIAMETER STUDS ANCHORED INTO WALL WITH EPDXY GROUT - PAINTED CMU PER SIZE INDICATED 0 8" CMU WITH 9 GUAGE TRUSS TYPE REINFORCING AT 16" O.C. VERTICAL N5 VERTICALS AT 48' Q.C. BOND BEAM AY TOP. 7 NS BARS AT 48" O.C. VERTICAL. FILL CELL WITH 2500 PSI GROUT (STAGGER HOOKS) CONTINUE REINFORCEMENT TO TOP OF WALL IN GROUTED CELLS O2500 PSIAGROUT (1 BAR IN EACHSCELL) 2500 PA GROUT (t BAR IN EACH CELL) #2 DES AT 8" O.0 (9 EMBLEM PROFILE FABRICATED OF 3/4" CDX PLY OVER 2X PRESSURE TREATED WOOD FRAMING ATTACHED TO CMU NOTE: CONTACT OWNER FOR FULL -SIZE TEMPLATE, 10 INSTALLATION EXTERIOR AND FINISH SYSTEM (E.I.F.S.) MAY BE USED IN LIEU OF STUCCO FINISH. TYP. 11 STUCCO FINISH. SPANISH TROWEL TEXTURE 12 STUCCO FINISH, 3/4" THICK SMOOTH SAND FINISH 13 STUCCO THICK RIM ACCENT SAND FINISH `14 SLOPE TOP FINISH TO DRAIN 15 CUSTOM CERAMIC TILE, LOGO AND ARROW ..... CCURS NE C UONLESS OTHEON ORWISE FA NOTED E OF ON WALL SIE ONLY PLAN @) 6" K 6" CERAMIC TILE, FROST PROOF LO BLUE, BY QUARRY TILE COMPANY .i'3 FINISH SCHEDULE C -t ROCCOCO BEIGE FALLING WATER (�t KASHMIR SAND ! is , ROOF TILE SPANISH RED 13 — - - - /( f FLUSH WALK SURFACE ® TRAN9TiON PER 94 UBC SEC. 1103.1 9.1. I © / w I I v lEa !:_!1-.),' §./11- io 0 0 I 'I� 570RA•„I I I DUMPSTER ;-2-., 6" Pier �m I 5. -2. 5._O- B RD N,;(4 I I- I I j5 _4^ — — ` — 4•/• A, 21' -4` .1 8_ MASONRY WALL W, #5 VERTICAL BARS AT 48" O.C. HORIZONTAL \ _ BOND BEAM AT 48" O.C. \� REFER TO PAMNG AND GRADING PLANS FOR DESIGN AROUND OUMPSTER AND STORAGE ENCLOSURE 0DUMPSTER ENCLOSURE #4 CONTINUOUS 8" CONCRETE STEM WALL I � }i ✓1 N5 DOWELS AT 24" O.C. LAP W/ WALL VERTS AT 48" O.C. ALTERNATE BENDS AT FOOTING 4" x 4" GALV TUBE STEEL SET INTO CONCRETE SLAB CONCRETE 3 FEET I11 �IIcII�'• f = rc CONCRETE FOOTING -_(2) N5 CONTINUOUS 2A DUMPSTER WALL FOOTING 4 /24 /15SS :5. V „ ;,,j, 4RE: PLAN TYP. SIGN TO 1A WALL SECTION .11 1B TYP. FOOTING DETAIL TS 1 TYP. FOOTING DETAIL 00 COLUMN c) POST FORM CONCRETL DOME CAP AT TOP 6" DIAMETER STEEL PIPE BOLLARD FILLED WITH CONCRETE AND PAINTED TO MATCH EXTERIOR WALL 3" CONCRETE COVERAGE ALL AROUND CONCRETE SLAB COMPACTED EARTH FILL BOLLA RDS 2C AT DUMPSTER PAD 0DUMPSTER ELEVATION .,. EEO I1AIAIA0A1AIA 110111 110011 hAIlliIA114.1.IA1AiA11101A 3A I-- -- - - - - -- ---- -� -1 t J L DUMPSTER ELEVATION NTS 23 I ) rJ L 3B DUMPSTER ELEVATION ROOFING PANELS 30# ROOFING FELT OVER 5/8` EXTERIOR PLYWOOD SHEATHING 2x6 RAFTERS AT 16" O.C. PAINTED iX WOOD -y FASCIA 2x6 WOOD PLATE MATH 1/7'0 AT 48" O.C. MAX. (MIN. 2 A.B. PER WALL) C -3 RIDGE TILE -, 12 J / 2x CONTINUOUS RIM W/ 3 - 16d TOE -NAIL 0 12 "0.C. SIMPSON H2.5 ® EACH END 8" CMU WALL WITH #5 VERT. 48" O.C. IN GROUT FILLED CELLS oDUMPSTER SECTION MAXIMUM SLOPE BETWEEN BOTTOMS OF FOOTINGS SHALL BE 45 DEGREES. STEP FOOTINGS AS REQUIRED. SEE TYPICAL STEPPED FOOTING DETAIL. EXTERIOR FINISH SYSTEM /1=a1=-W.-="1 / / 0 DO NOT EXCAVATE A TRENCH CLOSER THAN '/ A045 ANGLE BELOW BOTTOM OF / FOOTING OR FOUNDATION @TRENCH AT EXTERIOR WALLS N TS 72" 10 FINISHED GRADE Dq%- cst7w `c) Proportions International Symbol of Accessibility Display Conditions InternabonoI Symbol of Accessibility / RESERVED PARKING J IVAN ACCESSI8LEI (w) International TGLT 'Syrrb (FJ) International Symbol of Access for Hearing Lass @TYPICAL HANDICAP SIGNAGE INTERNATIONAL SYMBOL OF ACCESSABLITY EACH PARKING SPACE RESERVED FOR PERSONS WITH DISABILITIES SHALL BE IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE FROM EACH STALL. OR SPACE. CONSISTING OF A PROFILE VIEW OF A WHEEL- CHAIR WITH OCCUPANT IN WHITE ON DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 70 SQUARE INCHES (4516mm Sq.) IN AREA AND, WHEN IN A PATH OF TRAVEL. SHALL BE POSTED AT A MINIMUM HEIGHT OF 72" FROM THE BOTTOM OF THE SIGN TO PARKING SPACE FINISHED GRADE. THE SIGN MAY ALSO BE CENTERED ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE FINISHED GRADE, GROUND OR SIDEWALK SPACES COMPLYING WITH ADA SEC. 4.1.2(5)(b) SHALL HAVE AN ADDITIONAL SIGN STATING "VAN- ACCESSIBLE- MOUNTED BELOW THE SYMB'CL CF ACCESSIBILITY. IMPORTANT: THIS SIGN TO BE USED IN ALL CASES EXCEPT WHERE MUNICIPALITY REOUIRES OTHERWISE. @HANDICAP PARKING SIGN KEYNOTES O3 -N5 CONTINUOUS HORIZONTAL REINFORCING BARS 0 N 5 BARS X 2' -6" LONG AT t8" O.C. O 3- #2 BAR DES AT 3" O.C. O 1/8' THICK STEEL PLATE W/ EASED EDGES WITH 2` X 3/8` DIAMETER STUDS ANCHORED INTO WALL WITH EPDXY GROUT - PAINTED CMU PER SIZE INDICATED 0 8" CMU WITH 9 GUAGE TRUSS TYPE REINFORCING AT 16" O.C. VERTICAL N5 VERTICALS AT 48' Q.C. BOND BEAM AY TOP. 7 NS BARS AT 48" O.C. VERTICAL. FILL CELL WITH 2500 PSI GROUT (STAGGER HOOKS) CONTINUE REINFORCEMENT TO TOP OF WALL IN GROUTED CELLS O2500 PSIAGROUT (1 BAR IN EACHSCELL) 2500 PA GROUT (t BAR IN EACH CELL) #2 DES AT 8" O.0 (9 EMBLEM PROFILE FABRICATED OF 3/4" CDX PLY OVER 2X PRESSURE TREATED WOOD FRAMING ATTACHED TO CMU NOTE: CONTACT OWNER FOR FULL -SIZE TEMPLATE, 10 INSTALLATION EXTERIOR AND FINISH SYSTEM (E.I.F.S.) MAY BE USED IN LIEU OF STUCCO FINISH. TYP. 11 STUCCO FINISH. SPANISH TROWEL TEXTURE 12 STUCCO FINISH, 3/4" THICK SMOOTH SAND FINISH 13 STUCCO THICK RIM ACCENT SAND FINISH `14 SLOPE TOP FINISH TO DRAIN 15 CUSTOM CERAMIC TILE, LOGO AND ARROW ..... CCURS NE C UONLESS OTHEON ORWISE FA NOTED E OF ON WALL SIE ONLY PLAN @) 6" K 6" CERAMIC TILE, FROST PROOF LO BLUE, BY QUARRY TILE COMPANY 17 SINGLE FLAT FACE SOLAR GRADE LEXAN SHAPED LOGO SIGN (O.F. /0.1.) t8 CIRCUIT PROVIDE A USE LIGHTS. CONTROLLER FOR DESIRED "ON -OFF' SWITCHING @) LIGHT FIXTURE ON ONE FACE ONLY, UNLESS NOTED OTHERWISE ON SITE PLANS - REF: ELECTRICAL 20 ROOFING PANELS ( R -1) 21 TWO PRESSURE /FIRE TREATED 2X6 WOOD NAILER ANCHORED TO 8" CMU BOND BEAM WITH 1/2- DIA. X 8" LONG THREADED RODS WITH HOOKED ENDS AT 4" O.C. (( C-2 J )l 22 1 x 6 DIAGONAL PRESSURE /FIRE ` TREATED BOARDS EXTERIOR FINISH SYSTEM( 23 EXTERIOR FINISR SYSTEM ON 8" CMU WALL f C -1 ) 24 HASP lL O I x 4 PRESSURE TREATED /FIRE TREATED CROSS BRACING L___21 26 HM DOOR WITH HM FRAME DOOR C SCHEDULE (C -1) HARDWARE SOH O 27 CONTINUOUS HINGE AT EACH DOOR 28 S 2 E- EL 3SLEE/4 ROUND x 3" DEEP VES LOCATED AT CLOSED AND OPEN POINTS OF GATES FOR 5/8- DIAMETER ANCHOR RODS 29 8" INISH HIGH OF THE U STORAGE SHED AND 30 SATELLITE ENCLOSURE IS 6" ABOVE DUMPSTER FINISH FLOOR. FINISH SCHEDULE C -t ROCCOCO BEIGE FALLING WATER (�t KASHMIR SAND ! is , ROOF TILE SPANISH RED >- >- Q Cc Z • �'W Z ate= Z >a 5 m - WF-- 1- LU z Z' co W CC Z U1 X ZQw X0 2 _ � Z (°� Q BID SET 1st Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840 -9469 Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: SITE DETAILS Revision: A A A Sheet 01101 RECEIVED TUKWI CITY OF LA AUG 1 3 1998 PERMIT CENTEF of Shts. TRASH ENCLOSURE SEE DETAIL 2/C1101 EMU OCK WALL O SEE DETAIL 1/L105- \ MONSTER ROAD ACCEABLE ROUT FROM PUNIC 1RANSPORTATICN -' ORNAMENTAL MASONRY, WALL WITH S -B LA ()UINTA LOGO, FRONT ILLUMINATE SIGN, SET W STUCCO SURROUN SEPARATE PERMIT RE SELF- ILLUMINATING S -75 SIGNS ON TONE' SEPARATE PERMIT REQUIRED SELF- ILLUMINATING 5 -100 SIGN ON PEDIMENT - SEPARATE PERMIT \REQUIRED ULNTUI COU RTYARD REFER DET. 1/1.103 EMERGENGY ,'OR PSPL PERGOLA REFER L -104 POOL EQUIP. BLDG. REFER PD102 TRASH ENCLOSURE SEE DETAIL 2/C1. 01 SETBACK • 0EW TOP OF BANK NEW BATOR OF BANK SATEUTE DISH TO BE SCREENED BY LANDSCAPING • PARCEL TWO @ BANK 0.45 ACRES � 3.24 TOTAL 0 PARC • • .• KRele 5/12,1v, -c „- 72G1.d -nq r EXPLANATORY TITLE: LA OUINTA INNS, INC. INTENDS TO PROVIDE AN EICEPTICNAL HOSPITALITY ENVIRONMENT OWNER FAMILY FUN CENTERS APPLICANT LA 081808 INNS, INC. 112 EAST PECAN STREET SAN ANTONIO , TEXAS 78299 (210)302 -6416 CONTACT: AL RAYMOND, III CIVIL ENGINEER KPFF 111 S.W. 514 AVENUE STE,4Z50O PORTLAND, OR 97204 (503) 227 -3251 CONTACT. TALAL SHAHBANOEP ARCHITECT /APPLICANT TODD & ASSOCIATES 4109 NORTH 44TH STREET PHOENSx, ARIZONA 85018 (602)952 -6280 CONTACT. WALLY LASSILA LANDSCAPE ARCHITECT WEI5MAN DESIGN GROUP, INC. 2329 EAST MADISON 98112 (206)322 -1732 CC! TACT MIKE KLEER SITE DATA: PROPOSED USE: HOTEL ZONING BUILDING COOS: 1994 U.B.C' 811H WASHINGTOAI STATE AL/EFIDMENTS OCCUPANCY GROUP. P -1 CONSTRUCTION TYPE: TYPE V o HP. O 10881 TYPE 111 1 110. 63 GUESTAING MAXIMUM ALLOWABLE BUILDING HEIGHT 44 " -2" BUILDING HEIGHT PROVIDED: 4 STORIES LOT AREA- GROSS = 3 32 ACRES NET = 2.87 ACRES PROVIDED DENSITY- 46 UD11TS /GROSS AC UNITS PROVIDED. 153 GUESTROOMS ROOM COUNT 1. (A) STANDARD DBL \DBL GUESTROOM 56 2 (8) STANDARD KING SUITE 41 -,L. (B1) STANDARD KONG SUITE W/ SOFA 25 4_ (82) SPECIAL KING SUITE W/ MECH. SHAFT 11 (C) BARRIER FREE DBL \DBL GUESTROOM 2 SL (E) BARRIER FREE DBL \DBL GUESTROOM W /RO i -I i SHO'w8R 7. (E) BARRIER FREE KUNG GUESTROOM =. 0. (F) RASA'IER FREE KONG GUETTROOM W/ROIL-IN SHOWER 2 2. (GAO DELUXE KUNG SUITE 4 +4 +4= 12 TOTAL 153 GUESTROOMS BUILDING AREA CALC. HOTEL LOBBY BUILDING = 10.932 S.F. HOTEL GUESTNING = 68.614 S.F. TOTAL 65.606 S F. PARKING CALC. REQUIRED: GUEST PARKING – 1 0 P.S /1 UNITS = + 1 PER EVERY 20 ROOMS FOR EMPLOIEES= TOTAL PROVIDED: STANDARD P.S. (9' x 19' W /2' 0.H.)= COMPACT P.S. (8" x 16 ") _ ACCESSIBLE PARKING SPACES (8' X 20' W /5' ISLE & 2" O.H.– CAR) (11" X 20' 8/5" IS<E & 2 0.H. – ` /AN) TOTAL EMSTING ACCESS DRIVE REQUIRED SETBACKS BUILDINGS SFTRACKS FRONT YARD SIDE YARD REAR YARD PARKING SFTRACKS FRONT YARD SIDE YARD REAR YARD 153 P.S. 8 PS. 161 PS. 109 P.S. i7 P S. 5 P.S. P.S 162 P.S. 25 FT 5 FT 5 FT 5 FT AVERAGE. 2 FT MIN. 5 FT AVERAGE. 2 FT MIN. 40 FT (REQUIRED ALONG SHORELINE) 1 SYMBOL SCHEDULE ACCESSIBLE PARKING SPACE– REFER 9/C901 ® ARE HYDRANT, REFER TO CIVIL DRAWINGS 6, ACCESSIBLE BUILDING ENTRANCE & LOCATION OF I.A.S. SIGN 11 KNOX 80x LOCATION CF ACCESSIBLE & tOw AWAY SIGN– REFER 8/C1101 • • • • INDICATES ACCESSSIBLE ROUTE INDICATES ACCESSSIBLE RAMP SLOPE NOT TO EXCEED 1:12 – REFER SHEET C -901 410—Q STANDARD LIGHT POLE w1TH SHIELDED LIGHT FIXTURE - 30' HT -0Z7(p 1TE PLAN SCALE 1. = RECEIVED CRY OF TUKWIIA AUG 1 3 1998 PERMIT CENTER 0 ti Z Z N Ewa mI -rn QZ= zZW Z>a, ZU� 6 �QQ ZH0 Q §' <z wir < 1- J " < T Z (1) 0 W Z BID SET Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840 -9469 Job# 97- 300401 Date: 4 -15-98 Sheet Description: SITE PLAN Revision: 0 A A A Sheet 01201 of Shts. Landscape Plan Scale: 1"=20' (20 0 10 20 40 1:11) Entry Enlargement Scale: 1",10' RECEIVED CITY OF TUKVDIA AUG 1 3 1998 PERMIT CENTER La Quinta Inn WeistignGrogr _cr.,. Amble:N. Srre DEweloomex,rot ,^nrang 232, RIO mods. M Seat'. Woe,. 'Von g81,2 (200 322-732 Architecture/ Planning/ Landscape Architecture Job# Date: 4-15-98 Sheet Description: Landscape 4 Entry Enfarcement Plan Revision: Owner's Comments A A Sheet Li of A Shts. LANDSCAPE LEGEND SYMBOL BOTANICAL / COMMON NAME Specimen Trees Magnolia lcobus 'Wada's Memory wada'e Memory Magnolia or approved equal. Prurus sp. layering Cherry! PyrJe ca lleryana *- lowering Pear Shade Trees .saber ',Waist; 'Red Sure..,. Re'i Sunset Map's. SIZE & CONDITIION Specimen quality min. 4' caliper roll, spreading form, min. 14 -16' r.-ic{ht 54B. submit photos for review Specimen quality min 4' caliper fun spreading rorm min 12-1J. he.ight eie submit photos for review Specimen quality. min. 4' caliper. rul! spreading fern. min_ 14 -'.e' night 515, submit photos for review Carpinus u us =act data' Columnar _u -ocean .crnbeam ,ediit5.a t.. Snader.naeter crcdemo scar 5t Fraxirus c. 'Rauwicco 'ayw00'J' Aish Small Deciduous Trees Acer circinat:.m 'vine "lapse Acer oinnaia 7 -lame Fiame Amur Map °e. Corms kousa Kcusa Dogwood •ercis canadersis Redbud Evergreen Trees caliber IC -12.' ht., well branched above 5', 54B caliper 10-l2' ht Sts calipe- 12 -14 ht. well ..rarcheo above 3 545 calipe r. 'e -i :' ht branched above 5'. 545 Min. t 3 • trunks 9 = -1' caliber weii branched. Ste co'iper, 5 -10' ht 5,15 Min. (3' trunks e ',' caliper Well branched. ace !' caliper. S-iE' ir.. Et5 Pseudotsuga menziesii ;`)cusaiae Fir Thuja p_ Faetigiata" Hogan Cedar O Th.tja o_ 'Emerald C-reer' Emerald Arborvitae O Chamaecyparis o. '!3racilis` 1- iinoki Cprees Large Shrubs Min. 6 -8' ht. full 4 bushy to baee 51E Min. 6 -6' ht., full 4 bushy to bass, a4e. 3 -4' height, Full and bushy to base, 515 4 -5' height, full and bushy to base, 5,45. Arbutus undo 'Gompacta' Dwarf Strawberry Tree. `T Berber's thurlperg i i Japanese Barberry Pieris japonica °Mtn. Fire' Q Mtn. Fire Andromeda (if.") Wandina d. T'loyer's Red' Moser's Red Nandlina Myrica californica Pacific Wax Myrtle Mahcnia aquifoiiutn Oregon Grape • Ilex crenate, 'Convexa' Convex -leaf J3;"anese Holly • Osmanthus h 'varlegatus' variegated Holly -leaf Osmanthus (L) r runes iusitanica Portugal Laurel 0 ® Ri- dodendron sp. Med_ to large varieties as approved • Phormium tenax New Zealand Flax • P iracantha 'Teton' Teton Furacantha CJ Prunus I. 'Shipkaensis' Schipke, Laurel © Camellia japonica Camelia ® Prunus 1, 'Zabeliana' Zabel Laurel iJ Hydrangea quercifolia OakleaT Hydrangea Min. 30 -36" ht., 24 -30" spread full 4 bushy, 5 gallon cant Min. 24 -30" ht. t spread, full 4 bushy, 5 gallon cont. Min. 24 -30" ht. 4 spread 9 Bldg. Entry and Courtyard, Min. 15 -I5" ht. 4 spread elsewhere, full and bushy, 545 or container. Min. 24 -30" ht.. full and bushy, 5 ga lion Cont Min. 24 -30" ht. 4 spread, full 4 bushy, 5 gallon cont. Min. IS -24" ht. 4 spread, Full t bushy, EtE or container. Min. I5-24' ht. a spread, full 4 bushy, EaE or container. Min. 24 -30' ht. 4 spread, full 4 bushy, 5 gallon cont. Min. 30 -36" ht. 24 -30" spread, Full 4 bushy, 54E or container. 24 -30' spread, rull and dense e Bldg. Entry and Courtyard, 18 -24' spread, Full and dense, elseswhere, Owner's rep. to select varieties From those available at time of planting 5 gal. cont., 24 -30" ht, and spread Min. 4 -5' ht., Full and bushy, min. 5 gaIlon cont. 24 -30' ht. and spread, full and bushy, 5 gallon cont. 3 -4' height, specimen, full and bushy upright growth, min. 5 gallon cont. 24 -30° spread, full and bushy, cont. or 545 24 -30' spread, full and bushy, 5 gallon cont. LANDSCAPE LEGEND (CONTINUED) SYMBOI. BOTANICAL / COMMON NAME 1I n�l_n np Symbol no symbol no symbol vriffndiNIUM rovoiumarese fC►r.•MrDrrrd MiXemvasiAim no symbol • Small Shrubs Abe is g Er,..rard soucrN Edward GGUGher Abe =ia eerberis Q. 'William Penn' William Penn Barberry Glstus purpure to Orchid Rockrese Prunus 1. 'Otto Luykens' Otto Luykens Laurel Rhododendron sp. Small to medium varieties Pinus mug° 'Hugo' Mugo Pine viburnum davidii David's ✓burrum Arctostaphy!os ova -ursi Kinrrikinnick Leucothoe fortaiesiana Drooping Leucothoe Perennials /Grasses aemerccal!is sp. Daylilu Hosta sp. Hosta Lavandula angustirc!ia Lavender Miscanthus e. 'f racili =mus' Maiden Grass Seasonal Flowers Mulched Areas SIZE & CONDITIION ia S47,1:60 rul! t bushy. ..e 45, Cr cGr.air.er. ilt 4 soreaa ruil d bu5hrt. E4E. or container.. Mr -24 ht, t sad fu t. bushy, EtE dr carte, re'. sofead run and cusi'n,..: ant. or °de,'. I5-:4 spread. and dense O-n_ 5 ep. to ✓ar ties or ar Ge ke._ cr tlrse ✓e ".c e a e, nt 8 cireao Full 4 5hu 51E or cc . S t cr _cr_a,'r,e- oa ..cnt 5 -IS screao ead and neon, and bushy cotta ne C.'Jart :t es as noted _cased ss d :5 oalicr bo t5 = rJte- •6 "' oallon pots is on G, __ :0- gallon pct _ aa!Icrcct.0 :. and dense 4 pots e G.C. top 11.3i t annua.S /an".__lee to ce selected bu o'wner's ep from 5_ a/raiiaCle ✓arise_ es gallon Acts el' Canna _ -, ly e' at entry as noted an plan. °ro /ioe additional _OC pc.s annuals / perennials for pllanters and sits areas not indicated ci par. Locate under OirBCtiOn Cuurer'5 Rep. Ali planting are tc be mulched per speCirications Sodded Lawn See epecificaticns min. twice ROOTBALL die,. Deciduous Tree Planting DECIDUOUS TREE Ir" die,. LACK RUBBER HOSE 12 GA. WIRE 3' _x2 D.F. STAKES INTO SUBGRADE 2" SPECIFIED MULCH FINI51 -I GRADE PULL BURLAP CF= TOP 1%3 OF ROOTBALL PLANTING BACKFILL BREAK UP SIDES AND BOTTOM OF PIT not t• scale POINT TOP OF STAKE TOWARD PREVAILMG WIND 2 HEM-FIR STAKE DRIVEN TO REFUSAL SECURE to TREE WITH 2 STRANDS NURSERY- MANS TAPE. 2" SPECIFIED MULCH PLANTING BACKFILL OEvergreen Tree Planting not to scale OShrub Planting not to scale LRB -017(p RECEIVED CITY OF TUKWILA AUG 1 3 1998 PERMIT CENTER La Quinta Inn WeismanDesig ZGroup _onb<Ze Arehre_tve srr�ee70.1*s w�enrm 2329 =e;r rAabsnn St rrle. Wcg r cam Architecture! Planning/ Landscape Architecture Job# Date: 4 -15 -98 Sheet Description: Landscape Legend and Details Revision: /I\ Owner's Comments A Sheet L2 of CONTROLLER LC,,C47-E VNTR101- ER tN51t!'E POOL R OM IN APPROx;'••ATE +� LN veRIFY W�ITS+ 4.1< iTECT u:ALe %CVNT CONTROLLER A' E� E LE'/EL. Fhti'V,DE SEPARATE IC AMP ...IRO !T AND 12D v.+G PDUE CONTROLLER. Fk^Ci Dr CONIOu,1 PRO, •. CONTROLLER AREST PLANTING AI"E4 AS 4-Ci EXTEND :4" INTO PLANTING AREA. lE" 9ELC411 GRADE CAP AND FLAG. e s J , 3,4- 3/4' 42.1 /11 gpm 32:3 I '0 I li2•_ --3` s I � 4' �J 3 %4 3/4' 3/4' 3 4. 51 /„ yr6 !r 1 �r 44.5 2 b' ern 2Pm 6 �pltd�a - . 4' s 42.9 s.- gpm 31.2 gpm gpm ` 9 \ < ] \ ,,,...-' . ,4" s l sly 2 _t. 314' 3/4 3/4' S s ter'.... ��•+tIh. Ir- 1 -IQ' 2 -1 3/3/4• ` / /mot, , 49- 2' ..-1,2' 51 /33b// P ' 3`ti . eprn �'4 / A1 = sly, 3/4• 3/4' •I' -1-1/4. 3/4 *2, 3/4' ° SIV �q_Iy�4• 4' 33.i t 1 apm \i`t \� '4\(---1-1 ;4' 4` slv 1 -1/4' 4" sly- "-I -1/4' 1 -1/2' /4' 1/4' 39.3 L epm / - 3/4' s 1-1/2' 16 42.8 e10;..1,/ /4• 1. 2° sly 1 -1/2' 20 0 10 20 3a0/ 19 epm 1-I/2' 2" sly • 3/4' POINT OF CONNECTION ON APPROXIMATE LOCATION OF P.O.G. TO NEW 2" SERVICE LINE AS SHOWN ON CIVIL DRAWINGS. VERIFY AND ADJUST LOCATION PRIOR TO INSTALLATION IF REQUIRED. PROVIDE P.O.G. COMPONENTS AS SHOWN IN POINT OF CONNECTION DETAIL. NOTIFY OWNER IMMEDIATELY OF ANY DISCREPANCIES. VERIFY MIN. 55 PSI DESIGN FLOW AT P.O.C. PRIOR TO WORK s IRRIGATION NOTES: 1 -1.2' rand ASSMONt C0711FICATE NO 1, 1. ADJUST ALL IRRIGATION HEADS TO PROVIDE 1-1AXIMUM Cc..) M NI ti CvERSPRAY. ANG NC FOGGING. SET ALL HEADS BACK FROM CURBS PAV1NG . 2. LOCATION OF IRRIGATION MAINLINE. LATERALS. AND SLEEVING- ARE SCHEMATIC CNL AND SHALL OCCUR IN PLANTING AREAS UNLESS SLEEV?NG 16 SHOWN. MAKE m1NOR CHANCES 0 COORDINATE WITH ACTUAL 4S -BUILT DIMENSIONS AND CONDITIONS- 3. REFER TO IRRIGATION SPECIFICATION FOR ADDITIONAL RECUIRE :EN'S. DS 027Lp RECEIVED CITY OF TUKWILA AUG 13 1998 PERMIT CENTER La Quinta Inn II e 0co N. co co cc cd c X o .� W I— aj N r � co FVei.§# 1DesignGraup >:s rcdcaoe ,Ntevue 2314 East Nod." St Site Wmnla6 Seattk•. W aNn4ta rt .8112 L1e.eloNner-o' Pam, 322 -1732 MEND M. EN PI 1E v :Ili 1E bRIE ..4t! Architecture/ Planning/ Landscape Architecture Job# - Date: - 4 -15 -98 Sheet Description: Irrigation Plan Revision: A/\ A Sheet � J of A _r Skits. IRRIGATION LEGEND Swrrlool Item NIOPKItacttxer 1 Cot NO iW1 It, VAN ,-A;,IdN *EAD RAiNB'RD '.E v, - 15 3Erc;ES ,,ENO4 -;.AUN 15(2,5 5L•R;,'B' 5 B . R SaIW eCx 12 SERIES IaQ -LAWN tOIE- SHRUB' S-IRU5 • _,A N BEAD .., STRIP SPRAY STRIP SPRAT YR.:5 HEAD vT CONTROL VALVE CONTROLLER • RA;NE1RD ±e.ox - 10 SER°ES , 18w^.- i -LALN ,, '4N o -!ERE 9-IOLN ON PLAN' RAINBIRr 80X C8 SERIES ! IwC1 LAWN, 18G3 SHRJB v4N W-1ERE EH.^uN ON PLANT' RAINBiRD ,80X - ISSST c1804-LAWN. 1806 -SHRUB ' RAINBIRD 180x - B- ISEST,555T I:804.LAWN 180'6- SHRUB` RAINBIRD i80x - 04 - VAN SERIES ,6045- Si4I`cUB' RAINBIRD IC'C t ;S0 FEB RAINS ESP -24 MC F!2E'✓ENTOR *ERGO SOS, rl -I':' S- 7 -C=vim, STRANER ."...CK CUFLER "4NiJ4- DR4N NL ,NE LATERALS __ -_EvE5 v=.LvE NUMBER v4L'/E SIZE ZONE SUMMARY AGU4 WILKINS , 1 -!;^ ' • RAINBIRD •3RC 33< KEI , SH -C ELL. CHAMPION 2CO PVC - CLASS: 'CO FvC- CL ASS 2 C PVC -CLASS 20C ZONE M ZONE GFM 33.1 11 2 33.5 12 19.2 13 4 42.1 14 5 44.5 15 5 28.5 15 1 3"12 11 8 8.2 18 42.9 19 10 40.8 42.1 30.3 23.9 45.4 39.3 42.8 43.1 33.2 38.0 Desction- Remarks 2C PS' 4DJU5T RADIUS AS INS-TALL PER C'ETAIL A. O PSI ADJUST RADIUS A5 ! cul5:ED. N TALL PER DETAIL L. 3C PS; ADJUST RADIUS 48 REQUIRED. INSTALL PER DETAIL 4 •Si ADJUST RADIUS AS REC'D RE ". INSTALL PER DETAIL 4, 30 PSI ADJUST RADIUS 45 REQUIRED, INSTALL PER DETAIL A. 30 PSI ADJUST RADIUS 45 REQUIRED, INSTALL PER DETAIL A. 30 PSi ADJUST RADIUS AS REQUIRED. . NSTALL PER DETAIL A. ELASTIC CONTROL VALVE, INSTALL PER DETAIL B. 24 STATION CONTROLLER WALL MOUNT IN ?JILDING L1.4-iERE SHOO, ON PLAN. DOUBLE CHECK VALVE. INSTALL PER DETAIL D. 200.. PSI T.I 4DED ENDS. INSTALL PER DETAIL D. BRASS STRAINER W., I00 MESH SCREEN. INSTALL PER DETAIL D. INSTALL AT P.OG AS PER DETAIL C. 20vIDE 42'KEl'S AND ''21 ELLS. INSTALL AT POINT OF CONNECTION AS PER DETAIL E. 2" MIN. SIZE, I8" MIN. DEPTH SIZE AS PER PLAN 3,4" MIN. UNLABELED PIPE SECTICNS TO MATCH THE I- ARGEST CF THE ADJACENT PIPES. UNLABELED PIPE AT THE END OF LATERAL RUNS TO BE 3/4 ", 18" MIN, DEPTH. INSTALL WHERE INDICATED ON PLAN. SIZE SLEEVES PER PLAN. MINIMUM 2• SLVS. MINIMUM IS" DEPTH. SEE ZONE SUMMARY FOR GPM BFI LO p LAW. AEA: TOP 4U56• •Tt„y GRADe ^.SI�SL 1S- =11=11.11.11 rill, =11 USE BONEN `f. 1- PNC Ie16CR 6At'L NS A6 KET ,J, TN.tN 6W +O ELLS wR•• • 3, R3,30 ...LE ups Rf nA/ 6TRIIT ELL* wFnLE 6CN a to.ty LLt. p PAWLS, SPEW ILL 9/4 " 6CN b NIPPL/ \\ l PPvC TfI p ILL. 9U6-S6 AS Pe114040, PvC LATERAL -0-- W ISI ARID Pp IPKPIGAIIM NOTE6 t 115,0RARILY OAP RISERS SOP PRESSUPD TI6'NG OE4 ALL JOM6 P?PLC1I TAP[ oN PAL! TNREAD6 ONL, 3. DO NOT OvERTIGMIN GALV. b PVO UOrlt6. I, ALL vC PIPINGS PVC PIP$ SMALL fX KN b. ALL PVC N IKAS SMALL OC D 6. AL CL06I 5 Anel 6 PERMITRD. ALL rIRM1l36 AM PIP! 6AnC M IP6 PER COTALL ION Or G YELLLIR KAD p OL. � rOTALL 60 PIPWG YELL NOT COMTAOT LATERAL. ELEVATION PLAN ®SHRUB /LAU1N HEAD not to scale ELEVATION PLAN OQUICK COUPLER VALVE not to scale E DAB „ED EC IAL6 STOP AP WASTE vE eGLID Ed14B , TO SAFE CALVE ] .e PIPE Pd FRTPY.B TO !!E BRA Gv. A•v IPD.IIFW.E CdNEOTIW R GRAN v4ve. ®MANUAL DRAIN no to scale DC GRAGE ' S N16.. GP.A.:E P2E'',FE K. - - GOVTROt.ullg4 ~- Ir � :+:D SPARE TAPED' _ 1, TOE ^, r.,,,:. IE . - -_ _/,` f PF > T ACP y' BR;OAB -P - P o. BLIF BO .PRE. ,90 ?:. c^.OB ,E, INSTALL 3 DEP . -. +" ORA.rY C ,R Iry SOTTO, OF vE OD'i - .TOTE PROVIDE vAL+E ea, _i'EI'L9�ONE. A5 �7JffD ®REMOTE CONTROL VALVE not to scale VALVE BOX INSTALL FLUSH w,FINISH GRADE 11 =11 =11 METERED STUB --` MATLIAL. CRAW ✓bCvE , VALVE BOX EXTE:.CNS AS REG C II" • IT. • VALVE BOX. INSTAL FLUSH W FINISH GRADE It a SNUT OFF VALVE UNION -TTP, q I QY'_X G:.E.PLER 112-0 h;.at Irvlio, P J Li 1: 1 �r -UNION-TTP 11f II II^ (Ia1:�1:. tt T • DOUBLE CHECK BAGKFLOW PREVA-NTER- `! f !-TIN b A t. DRAIN ` - SJ.°PORT EACH VALVE BOX ROCK SUMP 5. tb"tT4. r3:' BROX, TT P. NOTE- � PrcSS IRE- DUGING t PROM VA" -:'E • I. shown o� DE ONE OUIGK GOUPLE.�c AT FCC. AND ELSC.IWERE AS 5.+'L'FI ON PLAta�\ I°9e+d'' INSURE POSITIVE DRAINAGE PROM FOC COMPONENTS /FROADE DATL. NT STRANER DIN AS NECES. 3 µPROVIDE SIZES� OUANTITT CP VALVE BOXES AS NECESSARY TO ACCOMMODATE ALL COMPONENTS_ OPOINT OF CONNECTION not to scale qfrO27P RECEIVED CITY OF TUKWILA AUG 1 3 1998 PERMIT CENTER of) 0 O t W co c 0) 0) 0) ctj aJ co c 0 ai W C J ,I ri (1) Wei signGro p `rnmp pe 3tchrectve Oave" TOI Pawn, 2324 E. Waxy St l 2E.T 37! -TTd2 Architecture Planning/ Landscape Architecture Job# - Date: - 4 -I5 -98 Sheet Description: Irrigation Legend, Notes and Details Revision: A Sheet of 4 Shts. ." BELOW 9OR OLi:wrOSED GROAN() OR MULCH 1iC" BELOW ®SOO OONLXGONS SEE LANDJCAPE DA S rc''R ik-t,Rotnic T, V.t _-� 6" CONCRETE BORDER : SAND SETTING BED ki -Haim Ell nias it i iailail imi IElmai1w1' -1113 Iii J Ei ILI IE111- 2 BOND. HEADER NDT R SCAT[ BIM Mg= ElII^IIE-i li�ll�ll I�Ii�I 9�I1= lil�ii�il�i APPIA.N PAVESTONE BUTT PAVERS AND TOP DRESSED W/ SANDED JOINTS (PATTERN HERRINGBONE) BY PAVESTONE CO 3215 STATE HWY. 360 GRAPEVINE, 55. 76099 (817)481 -5802 COMPACTED SUBGRADE ROCK SALT FINISH CONCRETE WALKWAY 2" SAND SETTING BED 7X4 -3/4" APPIAN PAVESTONE BUTT PAVERS AND TOP DRESSED W/ SANDED JOINTS (PATTERN. HERRINGBONE) BY PAVESTONE CO. 3215 STATE HWY. 360 GRAPEVINE. TX, 76099 (817)481 -5802 COMPACTED SUBGRADE 3 UNIT PAVEMENT 1/2" POLY TUBING THRU SLEEVE / TERMINATE W/ THREADED FLUSH CAP BELOW GRADE IN POT PROVIDE 3 EMITTERS PER POT. 18" LENGTH OF 4" PERFORATED PVC PIPE FILLED W/ PEA GRAVEL. „..---DRILL POT AS REOUIRED r CONDUIT AND SWEEP % CONCRETE DECKING N1rd / ROCK SALT FINISH I- 'A I IA I PA -A II !mlmai OPOT SLEEVING DETAIL 4 NOT TO SCAL 6' -0" 8104; SEE DETAIL 6 /L105 C4106 C0107 C0104 01054 ASH URN C0301 �--� CY106 e10.7 1104 001054 % —CGNC. STEPPING STONES ROCK SALT FINISH e• vriAL "UFO. 14l FOR IT R LAYOUT CY111 00103 CY101 CY104 CY105 CY100 \/CY100 CY102 CY100 CY103 CY101 CY104 CY105 CY100 i GATE RELEASE POOL 910 SQ.FT. SURFACE AREA IJCY101 QCY102 OCY101 CY601 CY103 CY101 CY104 CY105 KOOL DECK CY102 HT FIXTUR Z "; SEE :c. �WGS CY103 CY101 CY104 C0105 SYMBOL 4/30,19, 15.,6.23 I _.'n1,1wn l( ll I1 ENLARGED COURTYARD PLAN SCALE: 1/8" = 1' -0" NORTH GAZEBO COLOR LEGEND ROOF SHINGLES TRIM/ FASCIA POSTS/ DECORATIVE WOOD WORK/ CEILING ROOF TIERS/ LANTERN FLOOR PLAZA BLUFF 5W2 164 PATINA GREEN S.W. BM 1079 LIGHT TAN CUPRINOL UV SUNBLOCK W000 SEAL OVER COASTAL GRAY STAIN OCCUPANT 1 OAD R POOL ARF& POOL & SPA- 910 S.F. /50= 18 OCCUPANTS POOL DECK- 2495 SF /15. 166 OCCUPANTS TOTAL OCCUPANCY= 184 OCCUPANTS FIXTURE "EE" (POLE LIGHT, 12 TOTAL) - FIXTURE "HH" (BOLLARD - 24 ",15 TOTAL) Q FIXTURE "JJ" (TREE UP LIGHT, -22 TOTAL) I.S.A.- INTERNATIONAL SYMBOL OF ACCESSIBILITY BORDER DIMENSIONS OF SYMBOL SHALL 6" MIN. MOUNTING HEIGHT SHALL BE 60" ABOVE FINISED FLOOR TO CENTERLINE OF SIGN. (SEE DETAIL 7b /C -1101) 118 027gP DESCRIPTION 00106 TABLE W/ UMBRELLA SLOT CY104 UMBRELLA W/ BLACK POLE 00107 CHAIR CY105A UMBRELLA BASE OTY. 4 TABLES 4 UMBLELLAS 16 CHAIRS 4 BASES SYMBOL DESCRIPTION POOL GATE SIGN QTY. /ccei, CY103 TABLE W/ UMBRELLA SLOT C7104 UMBRELLA 8/ PARCHMENT POLE CY101 CHAIR CY105 UMBRELLA BASE 5 TABLES 5 UMBLELLAS 20 CHAIRS 5 BASES O CY108 GAZEBO ENDTABLE 2 0 CYE02 SIDE TABLE 18' 0 CY600 TERRA FORMS TRASH RECEPTACLE 2 O CY601 TERRA FORMS ASH URN 1 C0111 BENCH CY100 STACK SUN COT 5 I 3 10 II� CY109 GAZEBO LOUNGE CHAIR 2 CY110 GAZEBO LOVE SEAT C0101 STACK CHAIR - TOTAL DOES NOT INCLUDE CY101 TABLE 6 • C301 ARCH BRASS ASH /TRASH URN 2 F— w Z V co z ` < D 0J TC. C1 BID SET Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840 -9469 Job# 97- 3004.01 Date: 4 -15 -98 Sheet Description: ENLARGED COURTYARD PLAN Revision: A 0 A A A Sheet L103 of RIVED CITY EC OF ENKWILA AUG 1 3 1998 PERMIT CENTER Shts. C C - PT. FCARTTEEN (44) 410'S 't OLM:E. 2X12 W/ 1/4• RL11MoGL1 SPACER BETWEEN MOLD PLY 1/4- FROM BOTTOM OF 211: S 4/4- K 6' STEEL FLANGE MELDED TO 1/4- K 8- STEEL PLATE 7fiAT PROTRUDES THRU MORTAR COPING STEEL 4WcHORs AND BOLTS C.M.0 CAP W/ ELF S FINISH - PILASTER DETAIL SCALE; 1 1 /2" a 1. -0" F1M454 GRADE OR CONC. SLAB AS OCCURS E.I.F.S. COLUMN DETAIL SCALE 1 1/2 = 1' -0' - STEEL COLUMN 1/4- V X 12" X 12" STEEL BASE PLATE W/ (4) 3/4 "0 A.S. CONCRETE FOOTING a nd (4) 05 BARS EACH WAY SQUARE SEE DETAIL 109 ON SHEET 5 201 FOR ADDITIONAL INFORMATION ABOUT CONC. PEDESTAL f��\\ SIDE ELEVATION V SCALE 1/2- = 1.-o- A,1,•,rinlIK /27/(998 11- -1 A- 37 I - 104.dwn • 6" CONCRETE BLOCK TYPE "B" GARDEN WALL E.LFS. COPING- TYPICAL C.M.U. CAP W/ ELF.S. FINISH l EXTERIOR FINISH SYSTEM AS SPECIFEO - NO INSULATION (1) 15 RE8AR 0 FULL HEIGHT EACH CORNER CELL -FILL EACH CELL W/ CONCRETE (4) 15 DOWELS TO LAP 24' W/ 15 VERTICALS W/ 10" HOOKS IN FOOTING 71 16'X16° E.I.F.S. COLUMNS CONCRETE PEDESTAL SIDE ELEVATION SCALE. 1/2" = 1' -0" (9) AT 4"% 4" C T. OF C1 - 'LA OUMTA BLUE- APPLIED OVER 3/4" FOAM. 1 I rI L'I CONC. PIER - 3'4 3' FIG. W1 (3) 1 5 EACH WAY 3 -14 CONTINUOUS 3" CLEAR 1YP. 000L DECK 3 -5/8" METAL STUDS 0 /STEEL COLUMN O COLUMN SECTION SCALE: 1/2" = 1' -0" • 1 Iq Derr 47616• 11011011 RED MI 16"X16' COLUMNS 0 O FRONT ELEVATION SCALE: 1/2- = COURTYARD CMU WALL TYPE 'B' GARDEN WALL 16 -016" E.I.F.S. COLUMNS N\ K00L DECK • SEE STRUCTURAL DRAWINGS SHEETS S- 109/S201 & 2- 401/5501 FOR DETAILS I( TYP TYP ( — 3016 I SrM. COURTYARD CMU WALL TYPE 'B' GARDEN WALL 16' -0" 00 CENTERLINE OF COLUMN FLgOR PLAN SCALE —1/;" 16' -0" TO CENTERLINE OF COLUMN 11.-0.;,,,c,-,F1" _ 11 11 11 Ii U II II 1 111111 I 11 FOURTEEN (14) 2x10'S -� 11 111111 1 11 ®1'- 5 "G.G. -PTD. ' II 111111 I U II 111111 1 11 II III III 11 11 II III III II II NIN9E (9) 2x2.5 11 111111 I Ll ®" O.C. - PTD. II 11 I 1] H IL _I 11 II U 11 IL II 11 11 11 II II II It u 11 II 11 11 IL I 1 1 1 1 1 1 I I I I 1 1 I I 1! 11 1I 11 II 11 II HI 11 II II 11 II II II 11 11 II U H H 11 I 1 1 1 1 1 1 I 11 1 1 I 1 1 I I 11 II 111111 II I 11 1111 11 U 11 I U IL U- 11111 -tL V-r ,-1 1 II t1 L 1 I � 1 ll 2 -4" L RO : PLAN L104 SJ SCALE: 1/2" = 1 -0' 2' -4" Jr :t:Soz�cn ,'i 0 o ccZ zW C00 ZWh Z�1- or ZWZ cFQ Z (� Z i W VJ W g � OZJ Z z Q2 �' �QZ JD �W<. CC D 1— , J w < Z (I) 0 W Z BID SET Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840 -9469 Job# 97- 3004.01 Date: 4 -15 -98 Sheet Description: COURTYARD DETAILS 'PERGOLA' Revision: A A 0 A Sheet L-104 of Crr' OFETUKyWLA PUG 1 3 1998 PERMR CENTER 11115. 1 PLANTING BED LANTERN ABOVE ■� 111111111111111111111111111111 CARD READER SEE DETAIL 5 THIS SHEET GATE RELEASE SEE DETAIL THIS SHEE1 EDGE OF PAVEMENT FOR GATE WITH COLUMNS REFERENCE L -103 FOR LOCATION LIGHT FIXTURE TYPE Z a0 (SEE ES -102 FOR LOCATION OF FIXTURES) R T —�k- 1 L 4 t 1 4 PLANTING BED 12" SQUARE NOBLE TILE KNT 336 (COBALT BLUE) 0.F/C.1, (1) DEEP \ (3) ROWS 8 X8 X8 HOLLOW RED TILE QUARRY TILE CO. FROST RESISTANT ELEVATION SCALE: 3/8' -1'-0° PANIC EXIT DEVICE 1 AT P001515E 1. 2' -0- CARD READER SEE DETAIL 5 THIS SHEET TYPE 'A' GARDEN WALL GATE 4" THICK CMU CAP 7/8" WIDE X 22 GAGE VANEER TIES AT 16" O.C. EXTERIOR FINISH SYSTEM 2" CLEAR MIN. AS SPECIFIED -NO INSULATION (2) j15 BARS IN CONT. • GROUTED BOND BEAM PILASTER DETAIL SCALE: 1' =1' -O" 4 / ° /T^ .. (1) RED HOLLOW 8 "XB X8" TILE (2) #5 BARS IN CONT. GROUTED BOND BEAM 6" MASONRY WALL WITH #5 VERTICALS AT 48" O.C. STRUCTURAL WI. AND WEI. SEE SCHEDULE, SHEET 5101 FOR ADDITIONAL INFORMATION EXTERIOR FINISH SYSTEM AS SPECIFIED -NO INSULATION 6" CMU p4 COUNTINUOUS NE ; VERIFY FOUNDATION REOUIREMENTS W/ STRUCTURAL DRAWINGS 15 0 12" O.C. LAP W/VERT. BARS AT 48 O.C. (2) 15 CONTINUOUS 3" CLEAR 15' 15 AT 16" O.C. L W MORTAR COPING- TYPICAL CMU CAP W/ E.I.F.S. (2) 7/8' WIDE x 22 CA TIES EXTERIOR FINISH SYSTEM AS SPECIFIED -NO INSULATION (1) /6 REBAR 0 FULL HEEGHT EACH CORNER CELL-FILL EACH CELL W/ CONCRETE AND #2 TES 0 8" 0.c. (4) 16 )'b VETICALS W/ 6" HOOKS IN FOOTING 41 CONC. PIER I 3'x3'F1G.W/ f (4) #5EACHWAY 3 #5 CONTINUOUS 3" CLEAT TYP. GARDEN WALL SECTION TYPE "B" 14' -0" TYPICAL BAY f HARDWARE SCHEDULE ISCL 42" X 72" METAL TUBE GATE 3 EA HAGER BB 1191 3 1/2" X 3 1/2" 1 EA CI- CD1295 GATE SPRING /STANLEY 2 EA TESA WALL MOUNTED GIRD READER (USED AS SWITCH FOR ELEC. STRIKE 1 INSIDE AND I OUTSIDE) I EA LI- 8252PD X 2 3/4" BS 626 DOUBLE CYLINDER DEAD LATCH /SCHLAGE 1 FA ADAMS RITE ELECTRIC STRIKE AS PROVIDED BY TESL FURNISH SEPARATOR GROMMETS AT ALL CONNECTIONS BRASS CAP --\\ STEEL POST ALUMINUM FENCE BY JERITH MFG. 3901 G STREET • PHILADELPHIA PA 19124 STYLE b' 101 (INDUSTRAIL) \COLOR: BRONZE (SHERWIN WILLIAMS 8M /980). 6• -0" P511 LC F1R1 EP" nvE, DE A ;:5' CLUE ALUMINIUM 71,8180 --CA -) PEALT' If MAD N 2".'...:Y" 80x_ ',ARM TO MATOH FENCE SEE SEC RON A ELECIRCIMC STRIKE PR8 511 GRADE –TO POWER SUM ELEVATION NTS CARD ACCESS SYSTEM BY TESA (11IRY SYSTEMS INC. 2714 APPLE VALLEY ROAD ATLA11Ta, GA 30319 (8001 749- 2983 - 75100 81055888 (SEE HARDWARE SCR AT LEFT) 71 CARD ACCESS EQUIP. NOTE BUTTON TO FACE AWAY FROM GATE SEE DETAIL 4 THIS SHEET FOR PANEL LOCATION 4 ".4 r GA, S.Ox PAINT WHITE W/ FACE PLATEwe 55 PL4 5E "GATE RELEASE" WELD TUBE TO &O. 2" 50 GAL, TUEE PAINT 08,15 F1815H 50.4DE POWER SUPPLY LINE CONCRE TE F4N''F15r; 1 6' I 085 FNTR! LOCK 5NSTEM 15 108/0 MTH k A BATTERY BACK -UP FUNCTION 411 THE GATE RELEASE 1 EVENT OF POWER FAILURE. BUTTON PANEL NTS L -105/ SCALE: 1" 2 STEEL POST W/DRASS CAP 4' -O" STEEL POST W /BRASS CAP , FURNISH SEPARA OR GROMMET AT ALL CONNECTIONS 11 11 �1 u u i IIIIE=1111 1111 -III ,III II �JIII�11' I Iff111.11' 0 III•' Ill. pll 11 -111g lllgllg 1Fj111IIIIE CORE 5RI.L FOOTINGI1'- 1111SA1111= '- AND ANCHOR POST WITH NON SHRINK GROUT 8" 3000 PSI CONCRETE F00TING AA AA ELECTRIC STRIKE RELEASE WITHIN JAMB POST PANIC EXIT DEVICE 0 POOLSIDE OF GATE''. ..,n r STEEL, PLATE HOUSING FOR NIGHTL.ATOH- REFER TO / HARDWARE SCHEDULE 1.— 44 III ENTRY LOCK. SYSTEM IS EQUIPPED YAM( BATTERY BACK -UP FUNCTION IN THE EVENT OF POWER FAILURE. FINISHED GRADE STEEL POST NOTE: POOL FENCING AND GATES TO MEET ALL APPLICABLE GOVERNMENTAL REGULATIONS. POOL FENCE N.T.S. ij2 TIES AT 8" O.C. 0 waisami _- �T_.9r_Tr� I.,uIPiir7.r__T1I_ _1r_ �_-'�r- �� `�AL IN SOLID o GROUTED CELL w` re � WALA SURFACE 16 REBAR FULL HEIGHT EACH CORNER CELL -FILL W/ GROUT METAL MASONRY ANCHORS TYPICAL 6" CMU 4_,21 1" SQUARE ALI'JM TU81NG ALIIMINIJM GATE JERITH MFG — 3801 G STREET PHILADELPHIA, PA COLORS BRONZE \--18' DEEP X TO" 8850E 3000 PSI-" SET POST IN GALVANIZED STEEL . 10" CONCRETE FOOTING WITH "POROX" OR EQUAL 1111 1555111 (TYP) /. !•S A Ti- C-I L-1.1 A TI /NW i FOR GATE WITH OUT COLUMNS ‘...71-\ I C CLL V /-i I !kill REFERENCE L -103 FOR LOCATION NOT TO SCALE 2- x 4° 0 T /4" PLATE EACH SIDE ANCHORED TO PILASTER W/ (2) 3/8" HEX BOLTS INTO LEAD MASONRY SHIELDS PROVIDE 11105 BOX FOR FIRE DEPARTMENT CARD KEY ELECTRIC CARD READER 4" MAO. OPENING 2 -1 /2" x 2 -1/2" ALUM. TUBING CONDUIT WITH18 TUBE RE: ELECTRICAL FOR CONNECTION RUN WALL HORIZ. BARS THRU PILASTER SCALE 1 ° -1' -O" EXTERIOR FINISH SYSTEM AS SPECIFIED -NO INSULATION 14' -0 444 PLAN DETAIL L- 105. SCALE: I " =1' -0" TYPICAL. PLAN VIEW 24" DECORATIVE - LEAF " BASE :7111 ,==-11 111E ql= 1111111111 =111 III 11_ III EF1111r 11=111=111911.711E-141-= _ 1 1 =111 =1 SECTION/ ELEVATION \-4" WALK SURFACE SPEC. # LQW -2430 NOTES: 1. GLASS FIBER REINFORCED BOWL & BASE WITH SELF CONTAINED 0.025 H.P PUMP - MFG. BY MAGNALITE SYSTEMS. INC. (TEL. 702- 883 -8300) 2. CONTRACTOR TO FURNISH & INSTALL 3,000 P.S.I. CONCRETE PAD I'- 6 "DIAM. X 4° THICK OVER 95% COMPACTED SUBGRADE; 3. CONTRACTOR SHALL INSTALL 110 VOLT POWER IN CONDUIT TO EXTEND UP INTO HOLLOW BASE OF FOUNTAIN; 4- SECURE FOUNTAIN TO CONCRETE PAD WITH ADHESIVE: 5. CONTRACTOR TO FURNISH SWITCH & PUMP DRY CUT -OFF VALVE; U48-01-7(0 FOUNTAIN— C.F. /C.I.(Plaza Bowl) NOT TO SCALE Q a (, 10 185E • Z z z i, Z rn�� Yi z�z�� Q 1 z z w w — w < O Z ▪ CO O co BID SET Architecture / Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840 -9469 Job# 97- 3004.01 Date: 4 -15-98 Sheet Description: COURTYARD DETAILS Revision: A 0 0 Sheet L105 O ECENED CITY of T IONRA AUG 1 3 1998 PERMIT CENTER Shts. PANNITEi'D + .* /POOL —' WARMING am{',,'' LADDER � SIGNS ✓ ±" / /LIMIT OF / 5' DEPTH MARFING 018TH PA1NITD SLEEVE FOP SKIMMER ACCESSIBLE POOL UFT STEPS HANDRAIL POOL AND SPA. FOR FINAL LOCATION OF SEE COURTYARD LAYOUT POINT OF BEGINNING. A VEN URI OTTS (8 DRAINS (2 10.E TO MAT COPING 11LE SLEEVE FOR ACCESSIBLE POOL LIFT SEE T -A101 BOND ALL METALLIC PARTS INCLUDING REINFORCING STEEL TO 2/0 GROUND MEG USING EXOTIC-R&M WELD CONNECTIONS. THIS INCLUDES BUT NOT UIIITEE1' TO METAL POOL STRUCTURE, LADDERS. REINFORCING STEEL OF POOL SHELL- COPING STONES AND DELIS, METAL PARTS OF ELECTRIC EQUIPMENT ASSOCIATED NITN POOL WATER CRO AT0NG SYSTEM AND ALL OTHER METAL PARIS WARM 1 -0" H040tZ T.,i. " THE INSIDE WALLS OF THE POOL AND W11IM4 11 ABOVE THE MAXWIpN WATER LEVEL OF TIE POOL. SKIMMER 10-6 THR0 POOL LIGHT IDISCO101€CT 5/8-410' OUND ROO (TYPICAL) SS RAILING SCALE 3/16" =1' -0 ": SEE POOL AND SPA PLAN BELOW FOR CONTINUATION AND REFER 10 CIVIL S0E DETAILS FOR ACTUAL POOL AND SPA PIPE ROUTINGS z.),..„..../-2/0 IN 1" SCH. 2/0 PARE COPPER GROUND (TYPICAL) POOL (500W) LIGHTS SPA (100W) LIGHT ABOVE GRADE sox 4400NTE0 CAST JUNCIITT oN 5TEEL CHANNEL PEDESTAL (TYPICAL) POOL ELECTRICAL PLAN FREW UMI01N (TYP)7 kmool DRAIN 2/0 IN i' SCH. 40 PVC AIR RELIEF VALVE PIPE TO FLOOR 1/4- = 1' -0" < rEr. N()T1 1. '•'E F•U01 DRA0 40r ■• 40 KEI "ED ' CIF "ION ARE BE NSIDEI° D A' "UI01 'YES ° " K411 40 A' MUM otEGUINEME ^ITS A,,ICH M< - CHI`. E A A RE'.. .1 OF 14 E. .0 AL COLE ANL HL AI IH LEPAiRTM.,NT 01 0(REMEN' TON • 001 114TRA ;TOR /_, RES1 4SIBLI. TO M1✓E Stoo, HIS OL C '1STPI `€ON 1,0CJMENTS AND HID INI.UDE Io• QUIRE MENTS NEC1 `y1044, TO MEET ',TATE AND CO1ATR CONDITION'. ANL) (OBTAIN IECET ARY P' 'MOTS 2. THE POOL CONIRACT(,,R'S 011I;;N 1400401.05 M1 .5 BE `IGNED AND SEALED BY A LICENSED ENGINEL" R006,100E1 IN THE STATE IN WHICH THE PROJECT IS BEING CONSTRU.TED NOTE: POOL DECK TO SLOPE AWAY 0 1/4" PER FOOT POOL EDGE DETAIL '11 3° = 1' -0' MANUAL MAKE -UP WATER 3" POOL FILL UNE 2" POOL RETURN 3° POOL SKIMMER 3° POOL MAIN DRAIN SCALE? /4 ° -1' -0' 1 -1 /2_I � o " • II 42o 12" GRATE - "' , I 2 NYDRA 0441 F_ I_ •, 8D. SUM GRATE OIA W /EOUAUZ RSERS POOL PLUMBING PLAN / /// 2" AIR INTAKE. TERMINATE i / WITH GOOSENECK AND INSECT / SCREEN IN PLANTER. ALL PIPING AND CONDUIT CONT. AROUND POOL TO BE ENCASED IN CONCRETE (2" MINIMUM COVER) WATER LINE 6" CERAMIC TILE - SEAL TOP OUAMAGRA TILE INC. 6 "x6" DIAMOND MODEL DD- (BLUE) NOTE: DEPTH OF INITIAL CURVATURE VARIES POOL FINISH SLOPE TO DRAIN TYPICAL BEAM SECTION - PROFILE SEE 1 -PD101 • I_III 6 - #4 CONT. p3 0 12' 0/C 6" MIN. 3" CLEAR 3" SPA JET MAIN GRAIN 2" SPA SKIMMER 2" SPA JET RETURN I-1/2" SPA RETURN 3" SPA FILL LINE (2) 12 "A 12" DRAINS FROM POOL MANUAL FILL CHLORINATOR AIR INTAKE (BY SPA IN PLANTER) SPA ONE -LINE DIAGRAM CaPF N.T.S. 1/4 = 1' -0 PRE GSA RAE PREA S IRE CO POUND UNION (T(P)-7 II/ Da PUSH-t 2, VALVE SPA -~I7i PU8P f i T MAIN 0RAINI --.I_ SITE -GLASS AIR RELIEF VALVE PIPE TO FLOOR J J[, ALTER AIR GAP PRIM RM V 10 SANITARY SEWER POOL ONE -LINE DIAGRAM HEATER THERMOMETER I FLOW METER -4 7/81 10 PIPET DIAMETERS r 4 CONT. WATER LINE N.T.S. #4 0 8" 0.C. E.W. FOR VERT. WALLS #3 0 12" 0.C. E.W. HOR12. 9 3 !0 ' 0/C E.W. - BOTTOM 4 0 4.- 0 TYPICAL BEAM SECTION - STRUCTURE SEE 1 -P0101 /4 CONT. 5 - #4 CONT. y3 0 12" O/C N.T.S. 2" DIA. S.S. HANDRAIL WATER LINE /4 0 NOSINGS (14 0 8" O.C. STEPS - STRUC. REINFORCING 1 -A101 POOL SECTION GENERAL NOTES SPA NOTES PRO:IDE A 2/0 BAREIQPPER GR,.rJND WAR WITH 3 4 z10 COPPER -GLAD GROUT D RODS EVER1 20 MINIMUM AROUND POOL PER€ /REFER AND SPA PERIMETER : START THE GROUND WIRE Al A ° 0EEC1 BOA AND GO ALL THE WAY AROUND THE POOL, KEEPING THE CONDUCTOR INSIDE THE POOL WALLS OBJECT GROUND ALL METAL AND LEAVE LOOPS OUT TO GROUOUND ND MRE THE DE G�RR IS CK TO STEEL. 8 THE CONTINUOUS AROUND 1HE POOL AND RETURN TO A COIEEA ON ECONNECTOR. L SSPPUTEBOLTHC00#NECTORS ear, USED. INSTALL IN ACCORDANCE WITH N.E.C. 680 3, JUNCTION BOXES SHALL NOT BE INSTALLED IN THEE. POOL DECK AND LAHINGSCA ED AREA`'SR,ADE IN 4. ALL FECiRICALRECONNECTOONS TO EGUI ENT Ulf POOL EOUIPM NT ROOM SHALL BE WITH LIOUIDTIGHT CONDUIT. 5, ROINGEWATHIINTT EECO NNECT EQUIPMENT ROOM RECUIREO BY THE MANUFACTURER TO PROVIDE A FULLY OPERATING SYSTEM. 6. FOR EACH LIGHT CIRCUIT PROVIDE A DOUBLE POLE, NOEJ -F71�E� 120VAC WIEATHERPROOF LOC((ABLE DISCONNECT 0t. THE OUTSIDE OF THE BUILDING NExT TO THE STRIKE SIDE OF THE POOL EQUIPMENT ROOM DOOR. SWITCH BOTH HOT AND NEUTRAL 7.tN POOL EQUIPMENT ROOM USE ONLY POOL EQUIPMENT II LIOOM USE 8. REFER 10 MECHANICAL PLUMBING, LANDSPACE AND ELECTRICAL DRAWINGS FOR RELATED INFORMATION. 1. ALL SPA SUPPCPT EQUIPMENT TO BE LOCATED IN THE POOL EQUIPMENT R00M v./LESS OTHERWISE SPECrFIED. 2. THE ORMA SHOAT; PEPE IS A SCHEMATIC DE- FREPTION Cf A - CONCRETE SPA 3. FINAL DESIGN Or THE Sr AD Ne'ALL SUPPORT EQUIPMENT TO BE PROVIDED BY THE INSTALUNG CONTRACTOR. 4. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL PPICJR TO INSTALLATION, 5. THE INSTALLER IS RESPONSIBLE FOR CONFORMING TO ALL LOCAL CODES AND BUILDING REGULATIONS 6. GENERAL RALECONTRACTOR TO COORDINATE ALL REQUIREMENTS, POOL DATA 1. SURFACE AREA - 910 SOIARE FEET 2. PERIMETER - 130' -0" IF 3. VOLUME IN GAL. - 1110 4. DE008 FLOW - 90 GPM 5.DES.TURNOVER - 3 8 HIS. TURNOVER 6. FILTER RATE - 12.75 CpM /SF TALL PLUMBING & ELECTRICAL SUPPLY B. AND RETURN LI4E5 FOR POOL. AREA SHALL CONNECT 0 POOL EOTOP. ROOM ALL DOMESTIC COLD WATER PIPING IN POOL AREA SHALL BE TYPE "L' IT COPPER NOTE: CONTRACTOR TO COORDINATE All HPWG AND ELECTRICAL. N1TH SUBCONTRACTOR PRIOR TO P01401N0 POOL AND POOL DECK AREAS. KEY NOTES 0 NOTES PROM E A BUSSMAN SSU OR GOUL SN�IA,JT{WMIJTT B1CUUE --►1 DOT( I��NIITT OMITSAL FOR ALLFRG04 HEEARNTING 1. REFER TO LANDSCAPE ORAW114GS 2. REFER TO P0102 & MECHANICAL, PLUMBING & ELECTRICAL FOR OTHER RIFORMATION. AWNGS I FOR RELATED INFORMATION. GENERAL NOTE NnTF THIS SHEET IS NOT PART OF THIS REVIEW IT 6 INCLUDED WITH THIS SET FOR COORDINATION ONLY. A SEPARATE PERMIT IS REQUIRED FOR THE SWIMMING POOL. N.T.S. NOTE, SEE POOL ENGINEERING DRAWINGS FOR STRUCTURAL REQUIREMENTS. SEE 1 -PD101 CHLORINATOR 2" OIA S/S TUBE ANCHOR COVER 10'-11 3/8' 5 PIPE DIAMETERS N.T.S. 2' -6" ITILER" WEDGE ANCHOR LADDER 1 /8' = 1' -0" ATER LINE NEOPRENE BUMPER SEE 1 -0101 N.T.S. WATER LINE ! / C DUIT CAST '4--UGHT NICHE TO BE -t EMBEDDED IN CONC. W/ PLASTER FINISH WATER TIGHT SAFETY LENSE GROUND UNE NOTE: SEE TYPICAL BEAM PROFILE FOR FURTHER DELINEATION 13 UNDER WATER LIGHT VALVE GASKET CAST BRONZE BODY 50 -50 SOLDER POOL FLOOR MAIN DRAIN OUTLET 1 -1/2" DIAMETER COPPER COLLECTOR TUBE DIAMETER HOLES N.T.S. 1$ "XLS "X24" GRAVEL SUMP — R 8 0 DRAINS TO ALl!,, ,pYET SPOTS —FILL W/ 3/4 GRAVEL ' 14 \ MAIN DRAIN PD101 111 =11 iii 10-0° CONCRETE PAVEMENT COPING RE: 7 -PD101 (MATCHES POOL) SKIMMER CERAMIC DLE 2" SO. ®6" O.C. GVEUINTURI /.WETSSM (0) PLASTERED FINI�SHITM WATER SUPPLY DRAINS (27 NT.S. SPA SECTION 1/2" • 0 ZW°co W z �X Z 4(t LIJ 1 -2 Z H 0 04z WQ T r�� VJ BID SET u.■i.u■ EMIIPiA• 114 AI 11 i• a 111 • Igo Architecture/ Planning/ Landscape Architecture 4148 North 48th Street Phoenix, Arizona 85018 (602) 840 -2795 FAX (602) 840 -9469 Job# 97- 3004.01 Date: 4 -15 -98 Sheet Description: POOL DETAILS Revision: A A y 0 0 Sheet PD101 of CITY OF �LA IIr, 1 3 1,1, "EMIT (;ENTER Shts.