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04-105202 (2)GENERAL STANDARD NOTES VICINITY MAP mo 1. ALL WORK SHALL COMPLY WITH CURRENT APPLICABLE CODES AND ORDINANCES. HEALTH SYSTEM c > OF-0FRANCISCAN 2. VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS ON THE JOB SITE BEFORE PROCEEDING ' v z U N WITH THE WORK. DISCREPANCIES, IF ANY ARE TO BE REFERRED t0 THE ARCHITECT' a FOR CLARIFICATION. �� 00 m 3. IN GENERAL, THE PLAN DIMENSIONS SHOWN ARE: k W L� p 4 <� M A. TO THE FACE OF FINISH At STUD PARTITIONS AND FURRING. B. TO THE FACE OF MASONRY OR CONCRETE WALLS. �_ ST.FRANCIS HOSPITAL N E as 00 QCD M < d a C. TO THE COLUMN GRID LINES. o c r V D. TO THE FACE OF EXISTING PARTITIONS. ° IL 4 � E. TO THE FACE OF FINISH AT CASEWORK 4. DO NOT SCALE THE DRAWINGS. IF A CONFLICT IN THE DIMENSIONS IS ENCOUNTERED NOTIFY THE ARCHITECT IN WRITING FOR A CLARIFICATION. FIELD VERIFY ALL DIMENSIONS fi�'r,th t��, St Frall C15 (d C. Q. PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION.vi I`jFEDERAL WAY WA 5. ALL DOORS NOT LOCATED BY DIMENSIONS ON PLANS OR DETAILS SHALL BE 4 INCHES FROM FACE OF FINISH IN ADJACENT RIGHT ANGLE WALL TO EDGE OF DOOR OPENING OR CENTERED BETWEEN ROOM PARTITIONS, AS SHOWN, UNLESS NOTED OTHERWISE ON DOOR SCHEDULE. £ `` 4� 1 i # Ec ro. ALL FIRE RATED WALLS, CORRIDOR PARTITIONS AND SMOKE PARTITIONS ARE TO BE CONTINUOUS FROM FLOOR TO UNDERSIDE OF STRUCTURE ABOVE. �- 1. WHERE ELECTRICAL PANELS, FIRE EXTINGUISHER CABINETS, OR OTHER ITEMS ARE RECESSED IN FIRE RATED WALLS OR PARTITIONS, LINE THE BACK AND SIDES OF THE WALL RECESS WITH GYPSUM WALL BOARD TO MAINTAIN FIRE-RE515TIVE CONSTRUCTION OF THE WALL,?.st .. ...._rt- .. .. .. PETSCAN PAD PROJECT 8. THE CONTRACTOR SHALL CONSULT PLANS OF ALL TRADES FOR ALL OPENINGS I THROUGH NEW OR EXISTING CONSTRUCTION FOR DUCTS, PIPE5, CONDUITS, CABINETS ' ' AND EQUIPMENT, VERIFY SIZES AND LOCATIONS. 9. USE FIRE5TOP SLEEVES AND SEALANTS WHERE PIPES, DUCTS, CONDUITS, OR OTHER SYSTEMS6 00.3 I LI1 5�„wm Inc.; 00 (�■�,rn b11 Tech nob 6s PENETRATE FIRE -RESISTIVE WALLS. 10. PACK MINERAL FIBER INSULATION AROUND PIPES, CONDUITS, DUCTS, OR KEY PLAN OTHER EQUIPMENT THAT PENETRATE THROUGH NON -FIRE RATED PARTITIONS. Ions, NOT TO SCALE II. VERIFY ALL ROUGH -IN DIMENSIONS AND SERVICE CONNECTION REQUIREMENTS FOR OWNER - FURNISHED EQUIPMENT AND EQUIPMENT INCLUDED IN THIS CONTRACT. 12. THE CONTRACTOR AND EACH SUBCONTRACTOR, ARE RESPONSIBLE TO REVIEW THE KEY PLAN PROJECT INFORMATION. PROPERTY LEGAL DESCRIPTION MECHANICAL AND ELECTRICAL DRAWINGS FOR CUTTING AND PATCHING WORK WITHIN THE BUILDING. 13. ROOM MATERIAL AND FINISH SCHEDULE SHALL NOT BE TAKEN AS A COMPLETE IT SHALL 1. NAME OF PROJECT: PET SCAN PAD PROJECT o SPECIFICATION FOR ALL INTERIOR ROOM MATERIALS. HOWEVER, BE BINDING c� ST. FRANCIS HOSPITAL TRACTS, A, B, C-1, E, D-2, F AND X, PARCEL C-1 AND LOT I -A OF ST, FRANCIS t0 THE EXTENT OF THE MATERIALS IT DOES SPECIFY. THE CONTRACTOR SHALL CHECK THE SCHEDULES WITH SPECIFICATIONS AND DRAWINGS FOR OTHER MATERIALS NOT COVERED BY THE SCHEDULES. FEDERAL WAY WA HOSPITAL, A BINDING SITE PLAN, RECORDED UNDER RECORDING NUMBER 9604110564, RECORDS OF KING COUNTY, WASHINGTON. tu a: OWNER'S CONTACT: MR. STEVE PENNINGTON. OWNERS REPRESENTATIVE 14. REFER t0 DRAWINGS AND SPECIFICATIONS FOR ACCESS DOOR LOCATIONS AND CONSULT WITH MECHANICAL CONTRACTOR FOR EXACT LOCATIONS FOR ACCESS P (253) 426-6835 F (253) 426-60i5 Email: stevepenningtonachiwest,com TOGETHER WITH THE WEST HALF OF THE EAST HALF OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 20, REQUIRED BY THEIR WORK, PROVIDE DOORS FOR ALL CONCEALED � TOWNSHIP 21 NORTH, RANGE 4 EAST, WILLAMETTE MEREDIAN, IN KING COUNTY, � VALVES, DAMPER CONTROLS, AND FIRE DAMPER LINKAGES. OBTAIN THE ARSCHITECT's 2. PROJECT DESCRIPTION: SITE WORK: WASHINGTON, EXCEPT THE EAST 40 FEET OF THE SOUTH 00 FEET OF THE NORTH APPROVAL IN LOCATING ACCESS DOORS., EXIST. MOB BUILDING EXIST. HOSPITAL DESIGN OF A CONCRETE PAD ON EXISTING HOSPITAL SITE TO AGOMODATE TEMPORARY PARKING FORA 300 FEET, AND EXCEPT THE SOUTH 315 FEET OF THE REMAINDER, AND THE NORTH 100 FEET OF THE EAST HALF OF THE SOUTH HALF OF THE EAST HALF OF Z 15. ALL PIPING, CONDUIT, DUCTS, ETC. SHALL BE FURRED -IN, IN ALL FINISHED ROOMS_ BUILDING MOBILE IMAGING (PET SCAN) SERVICE TRAILER. THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 20, 16. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL HAVE A PRESERVATIVE TREATMENT.' C] D 3. OFFICIAL STREET ADDRE55: ST. FRANCIS HOSPITAL TOGETHER WITH AN EASMENT FOR INGRESS, EGRESS AND UTILITIES PURPOSES 34515 9TH AVENUE SOUTH OVER, UNDER AND ACROSS THE WEST 20 FEET OF THE SOUTH HALF OF THE WEST Tt li, ALL WOOD BLOCKING SHALL BE FIRE -RETARDANT TREATED, UNLESS NOTED OTHERWISE, FEDERAL WAY, WA 98003-6i61 HALF OF THE EAST HALF OF THE NORTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 20, EXCEPT COUNTY ROAD. Q Uj o 18. WHERE NEW WORK 15 INDICATED OR REQUIRED, IN EXISTING AREAS, THE MATERIAL AND FINISH OF THE NEW WORK SHALL MATCH THAT OF ADJACENT EXISTING MATERIAL OR 4. ARCHITECT: PACIFICAPP SERVICES SITUATE IN THE CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON. N FINISH, UNLESS SCHEDULED OTHERWISE. THE FINISH SHALL EXTEND TO THE FIRST a NATURAL BREAK OR, AS SCHEDULED. EXIST. NGB � BUILDING 3601 43rMA, AVENUE CT. NE TAGOMA, WA 98422 . v N z 19. WHERE EXISTING WORK 15 DAMAGED, CUT OR DEFACED DUE TO THE PERFORMANCE OF WORK, THE CONTRACTOR SHALL PATCH OR REPAIR SAME TO MATCH ADJOINING AS ° e CONTACT: RAMZI HADDAD, PRINCIPAL TEL. (253) 468-1629 FAX: (253) 943-I999 TO MATERIAL AND FINISH. REPAIRED FINISHES SHALL BE EXTENDED TO THE NEAREST -'" VISUAL BREAK LINES SUCH AS CORNERS, CEILING LINES, TOP OF BASE, ETC, • Email: Ramziaezcadd.com 20, SEE STRUCTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL NOTES AND SYMBOLS. n DIY I - a a b e ,� , U 5. CONSULTANTS: INDEX OF DRAWINGS CIVIL: DOWL ENGINEERS 21. ENVIRONMENTAL QUALITY AND INFECTION CONTROL. NOTES: 6320 154th Avenue NE THIS REMODEL PROJECT IS ANTICIPATED TO PRODUCE DUST AND AIRBORNE Redmond, WA 98052 PARTICULATE MATTER THAT MAY CONTAIN INFECTIOUS AGENTS OR OTHER POTENTIALLY HARMFUL SUBSTANCES, IN ORDER TO PROTECT THE HEALTH OF THE PATIENTS AND - - - - NOT TO SCALE ` ` ` ° ` ° ` ° ° ° ° ° _ C o , TOBY COENEN - PROJECT MANAGER STAFF OF THE HOSPITAL, ALL CONTRACTORS AND HOSPITAL STAFF SHALL ADHERE TO TEL: (425) S69-2670 FAX: (425) S69-2619 Email: tcoenenadowl.com ARCHITECTURAL., THE FOLLOWING PROCEDURES: 1- PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR WILL SUBMIT MATERIAL 81' TRAVEL DISTANCE PROJECT AREA INSIDE BUILDING TO NEAREST STRUCTURAL: ABKJ Inca A-1 PROJECT COVER SHEET SAFETY DATA SHEETS ON ALL PAINTS, GLUES, MASTICS, EPDXIES, ADHESIVES, CLEANING H.C. BATHROOM SOO Fifth Avenue Suite 3800 PRODUCTS, OR OTHER VOLATILE CHEMICALS THAT WILL BE USED At THE CONSTRUCTION SEATTLE, WA 98104 CIVIL SITE. 2-THE CONTRACTOR SHALL PROVIDE ITS WORKERS WITH APPROPRIATE PERSONAL DARREN S JOHNSON, P.E. - PROJECT MANAGER PROTECTIVE EQUIPMENT TO MINIMIZE THEIR EXPOSURE TO MOLDS, BACTERIA, AND CODE INFORMATION TEL. (206) 340-2255 FAX. (206) 340-226ro C-1 GRADING AND DRAINAGE PLAN VIRUSES THAT MAY BE PRESENT DURING DEMOLITION. Email: DarrenJeABKJ,com 3-PRIOR TO THE START OF ANY DEMOLITION OR CONSTRUCTION, SUBSTANTIAL DUST CONTROL BARRIERS SHALL BE CONSTRUCTED BETWEEN THE CONSTRUCTION AREA AND CODES: ELECTRICAL. 5PARLING, INC. STRUCTURAL THE ADJACENT AND ABOVE AND BELOW NON -PROJECT AREAS. THESE BARRIERS SHALL BE TIGHTLY SEALED USING THE HIGHEST QUALITY INDUSTRY STANDARDS AND SHALL INTERNATIONAL BUILDING CODE, 2000 EDITION i20 OLIVE WAY SUITE 1100 SEATTLE, WA 98101-1853 5-1 GENERAL NOTES, PLANS AND DETAILS NOT ALLOW ANY DUST HA PARTICULATE MATTER AI PASS, 4-ALL SUCH BARRIERS SHALL BE CONTINUOUSLY MAINTAINED DURING THE ENTIRE UNIFORM MECHANICAL CODE, 199-f EDITION TED JOHNSON - PROJECT MANAGER (STRUCTURAL COMPUTATIONS ATTACHED IN SPECS BOOK) I- W Q PROJECT. ANY DAMAGE TO THE BARRIERS SHALL BE REPAIRED IMMEDIATELY. 5-DUST MATS OR STICKY MATS WILL BE PLACED AT THE ENTRANCES/EXITS TO THE UNIFORM PLUMBING CODE, 1997 EDITION TEL: (206) 66-1-0541 FAX: (206) 66I-0554 Email. tjohnsonaspar►ing.com 5FE C IF � CHAT � ON5 � U_t Ul O CONSTRUCTION AREA AND WILL BE GLEANED ON A DAILY BA515, 6-CONSTRUCTION WORKERS SHALL NOT PASS THROUGH OCCUPIED PATIENT CARE NATIONAL ELECTRICAL CODE, 2002 EDITION ,ATT,ACHMENTS AREAS AFTER LEAVING THE CONSTRUCTION SITE. WORKERS ACCESSING OTHER PARTS OF THE HOSPITAL (CAFETERIA, ETC.) MUST VACUUM THEIR CLOTHING WITH A HEPA VACUUM WASHINGTON STATE ENERGY CODE, 2001 EDITION, WAG 51-11 OTHER: ALLIANCE IMAGING INC. 11052 12TH AVENUE N.E. ARCHTECTURAL: w Q. O Q WHEN LEAVING THE CONSTRUCTION AREA OR THEY WILL WEAR PROTECTIVE COVERALLS WASHINGTON STATE REGULATIONS FOR BARRIER FREE DESIGN REGULATIONS SEATTLE, WA 98125 NO SPECS PROVIDED, O Q = THAT ARE REMOVED EACH TIME THEY LEAVE THE WORK SITE. I -ANY DUST OR DEBRIS FROM CONSTRUCTION RELATED ACTIVITIES THAT FALL OUTSIDE (WAC 51-40) JULY 1, 2001 MIKE YORK - TRANSPORTATION COORDINATOR NW REGION TEL: (888) 458-15�5 FAX: (206) 458-15I8 CIVIL, STRUCTURAL E ELECTRICAL: U 0. (n �.. >' OF THE UNIT BARRIERS MUST BE CLEANED UP AS SOON AS POSSIBLE. S-DEBRIS AND WASTE SHALL BE REMOVED FROM THE SITE ON A DAILY BASIS. NO AMERICANS WITH DISABILITIES ACT (ADA), PUBLIC LAW 101-336 EFFECTIVE DATE: JANUARY 26, 1992. ACCESSIBILITY GUIDELINES Email: m orkaallianceima in cam y g g• DRAWING FORMAT t- Z Z ACCUMULATION OF DEBRIS IS PERMITTED, SUCH DEBRIS SHALL BE REMOVED VIA A FOR BUILDING AND DISABILITIES 6. CONTRACTOR: MOBILE IMAGING TRAILER SPECIFICATIONS: -� Q Q U ROUTE PRE -APPROVED BY THE HOSPITAL. ALL WASTE AND DEBRIS SHALL BE EITHER TIGHTLY BAGGED OR PLACED IN CONTAINERS WITH TIGHTLY FITTED LIDS, THE EXTERIOR SELLEN CONSTRUCTION 226 NINTH AVENUE N. ALLIANCE IMAGING INC. SITE SPECIFICATION GUIDE. APRIL 2004. ATTACHED Q �/ -j (n LL 4 OF ANY WASTE CONTAINERS SHALL BE MAINTAINED IN A CLEAN (WIPED DOWN) FIRE RESISTIVE REQUIREMENTS: SEATTLE, WA 98109 FUNCTIONAL PROGRAM: W CONDITION. 9-NEGATIVE PRESSURE AIRFLOW RELATIVE TO ADJACENT PATIENT CARE AREAS WILL BEARING WALLS: EXTERIOR: 4 HOURS SCOTT PETRIE - SR. PROJECT ENGINEER ATTACHED W ~ 0. W BE CREATED AND MAINTAINED CONTINUOUSLY DURING THE DEMOLITION AND BEARING WALLS: INTERIOR: 3 HOURS TEL: (206) 130-24'16 FAX: (205) 661-4235 CL (n U. CONSTRUCTION PERIOD, Email: ScottPaSELLEN.Com 10�4T THE END OF THE PROJECT, ALL SURFACES IN THE CONSTRUCTION AREA SHALL BE HEPA VACUUMED AND THEN WIPED DOWN OR MOPPED WITH AN APPROVED DISINFECTING NON BEARING WALLS: EXTERIOR: NR, N/C (PER TABLE 5-A) MIKE RYBERG - SUPERFAX: CLEANER STRUCTURAL FRAME: 3 HOURS TEL: (206) 130-8685 FAX: C205) 661-4235 (05 11-ALL BARRIER MATERIALS SHALL BE CAREFULLY REMOVED AT THE END OF THE PROJECT AND PROPERLY BAGGED AND REMOVED FROM THE 51TE. HEPA VACUUM AND PARTITIONS: PERMANENT: I HOUR (CORRIDORS PER 1001.5) Email: MikeRaSELLEN.Com MOP/WIPE THE IMMEDIATE BARRIER AREA WITH AN APPROVED DISINFECTANT CLEANER SHAFT ENCLOSURES: 2 HOURS FLOORS FLOOR HOURS 1, OCCUPANCY CLASSIFICATION: ► I.I, HOSPITAL (EXISTING, NO CHANGE) �a -CEILING: 2 8. CONSTRUCTION TYPE: SITE CONSTRUCTION ONLY Q t o ROOFS 8 ROOF -CEILING: 2 HOURS W/CLASS "A" ROOF 9. EXISTING SEISMIC ZONE: ZONE "3 CORRIDORS: 10. PROJECT AREA: 620 SO. F7. (CONCRETE PAD AREA)to J N 5 FT, MINIMUM CLEAR WIDTH FOR AMBULATORY PATIENTS IN A SINGLE DEPARTMENT WAC 246-320-525 (2) (c) JOB No: 20(d4-11 6 FT, WIDTH AND RESTRICTIONS OF NO MORE THAN SEVEN INCHES IN CORRIDIRS SERVING ANY AREA HOUSING ONE OR MORE NON -AMBULATORY PERSONS, DWG Date: 12-20-04 DOORS OPENING INTO A I HOUR FIRE RESISTIVE CORRIDORS TO BE FIRE RATED PER f�sI�s/ED Checked By: H, UBC 1004.3.4322 s 1004.3,4.3.2.3 Checked By: R. SPECIAL HAZARDS: �� STORAGE ROOMS WITH COMBUSTIBLE MATERIAL AND GREATER THAN 100 S.F. REQUIRE 1 HOUR OCCUPANCY SEPARATION. A"l CITY OF FEDERAL WAY BUILDING DEPT. KEYED NOTES �j 10 X 42 CONCRETE PAD FOR PET SCAN TRAILER. SEE STRUCTURAL PLAN FOR REINFORCING AND THICKNESS. Q MOBILE PET SCAN TRUCK AND TRAILER. APPROXIMATE LOCATION OF HANDICAP LIFT ON PET TRAILER �4 APPROXIMATE LOCATION OF STAIRWAY TO PET TRAILER �5 EXISTING CURB STOPS. VERIFY CURB STOPS AND MOUNTING POSTS CAN BE REMOVED BY HAND. 6� EXISTING PARKING TO BE BLOCKED DURING PET SCAN USE. EXTENTS OF PHYSICIAN PARKING USEAGE TO BE VERIFIED AT TIME OF PET TRAILER DELIVERY. �7 CURB RAMP PER CITY OF FEDERAL WAY DRAWING NUMBER 3-8. INSTALL TRUNCATED DOMES ON LOWER 24-INCHES OF RAMP MID SECTION. �$ FIXED BOLLARD PER CITY OF FEDERAL WAY DRAWING NUMBER 3-35. \ J REMOVABLE POST BOLLARD PER DETAIL THIS SHEET. 1 Q TEMPORARY CHAIN TO PREVENT VEHICLE ACCESS. 11 ASPHALT REPAIR PER DETAIL THIS SHEET 12 STORM DRAIN INLET PROTECTION PER DETAIL THIS SHEET STANDARD NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY CITY CODE (FWCC); APPLICABLE ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT APPROVAL. THESE DOCUMENTS ARE SUPPLEMENTED BY THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (WSDOT/APWA), THE KING COUNTY ROAD STANDARDS (KCRS), AND THE KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE FEDERAL WAY ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY ENGINEERING PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION. 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (I.E. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICITY, ETC.) 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTATIVE. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. CONSTRUCTIONNOISE SHALL BE LIMITED AS PER FWCC (SECTION 22-1006); NORMALLY THIS IS 7 A.M. TO 8 P.M., MONDAY THROUGH SATURDAY. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHTS OF WAY. 0 , , r \/ 4 J �+� \ o ti, EXISTING CATCH \ BASIN (TYP.) s��, I � I IVA / aD — W ---- - / t r239 _ 2 EXISTIN HANDICAPPED ARKING -- - SID -" II I—- 1 EQ EQ �- �?r 1i - ca L —SD— fSD (l.. r —--- 1 L I, ------ --- --- 2 $ 6 SD - ~` S$ e 45't 1%YP — 2' --- -- 23 s `*\ s 12 23' �� �� 19' 1' . EXISTING AC PARKING J SITE PLAN APPROVAL CATCH BASIN FILTER NO SCALE GROUND FRAME SOLID WALLS FILTER MEDIA FOR DEWATERING CATCH BASIN POROUS BOTTOM OUTLET PIPE THIS DETAIL IS SCHEMATIC ONLY ANY INSERT PERMITTED THAT PROVIDES THE FOLLOWING: • 1 /2 CUBIC FOOT STORAGE • ABILITY TO DEWATER ANY STORED SEDIMENT • OVERFLOW FUNCTION EASE OF MAINTENANCE ALL CAP 1 1 EYE FOR CHAIN I POST WHEN AREA CHAINED OFF PROPOSED PAD LOCATION. 2" GIP � ASE 12x12x3/8" STEEL PLATE PROVIDE I ( PLATE WHEN AREA O 4 TOTAL USED FOR PARKING EX.pAC 4 1 /4 WELD cfl 2" GIP, SCH 80 ,6»MIN z 3" GIP SLEEVE / CL 3000 CONC. REMOVABLE PIPE BOLLARD SID SITE MAP UNDERGROUND LiJ EXISTING HEALING GARDEN ILID L W r ' NOTE: LOCATION OF c� GAS SERVICE UNKNOWN 7 1 I 11 � 1 1 I 1 i coo ca P-4 co 2 STANDARD NOTES CONT. 8. FRANCHISED UTILITIES OF OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL CITY REQUIREMENTS AND THE REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE CITY OF FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONSTRUCTION, 9. VERTICAL DATUM SHALL BE KCAS OR NGVD-29 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT OF WAY OR APPROPRIATE DRAINAGE EASEMENTS, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS MUST BE CONSTRUCTED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD SPECIFICATIONS. 11. ALL UTILITY TRENCHES IN THE RIGHT OF WAY SHALL BE BACKFILLED WITH 5/8 INCH CRUSHED ROCK. 12. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95 % DENSITY. 13. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 % DENSITY IN ACCORDANCE WITH WSDOT 2-06.3. 14, OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE PUBLIC WORKS DIRECTOR AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8.03(B)3. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT` NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-0723-TRAFFIC CONTROL, SHALL APPLY. 16 CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE LATEST EDITION OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 17. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. EROSION CONTROL NOTES 1. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL CONSTRUCTION IS APPROVED. 2. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT -LADEN WATER DOES NOT ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. 3. 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 (I.E. ADDITIONAL SUMPS, RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. TAX PARCEL 750451-0020 PROPERTY LINE \ I \ , o \ ' y , TAX PARCEL 750451-0070 SOUTH ,348TH STREET GRAPHIC , , , , , /\s / S\ EXISTING PHYSICIANS PARKING , o - W W SCALE 10 Q 5 10 20 t + � 1 n — 1..:09 e f\ ' or + r + r \ At 4'�O' C� � HOURS CALL 48 BEFORE YOU DIG 1-800-424-5555 WA COMMUNITY CITY OF FEDERAL WAY, DEVELOPEMENT DEPARTMENT FILE N0. ffiffinni APPROVAL DATE: SIGNATURE: Pern it Number: f o 5 ,' Approved By: � 2 0 \`\ Date: _ Comn=ts: , ca�• 11.1 Q • WA. &121631 CIA NOTE: 1, REFER TO ARCHITECTURAL AND CIVIL DRAWINGS FOR ACTUAL LOCATION OF FRONT PAD AND REAR PAD. 8'-0" I I i FRONT SUPPORT PAD, 23,000# MAX LOAD I I ( PARTIAL SITE PLAN 1 "=20' 13'-0" 20'-0" THICKENED SLAB EDGE TYP, SEE DETAILS 1 S1 c im PLAN NOTES: 1. SLAB LEVELNESS LIMIT OF 1/8" IN 10'-0" IN ANY DIRECTION MUST NOT BE EXCEEDED. 2. CONCRETE SHALL BE AIR ENTRAINED WITH A MINIMUM OF 4% AND A MAXIMUM OF 6% AIR BY VOLUME. 3. REINFORCE SLAB WITH 1,6 LB/CYD POLYPROPYLENE FIBERS BY "FIBERMESH" OR EQUAL. 4. DIMENSIONS SHOWN TAKEN FROM ALLIANCE IMAGING SITE SPECIFICATIONS MANUAL DATED APRIL 2004. ------ ------ I- THICKENED SLAB EDGE REAR SUPPORT PAD TYP, SEE DETAILS 42,000# MAX LOAD it ( I I S1 0 S1 I I I i 3 S1 POSITRON EMISSION TOMOGRAPHY PAD PLAN 1 /4"=1'—O" SEE PLAN SAWCUT (E) PAVING, DO NOT OVERCUT CORNERS (E) PAVING . 0? p• D P THICKEN SLAB AS SHOWN ALL 4 SIDES-------- 1,—O„ CONC PAD PER PLAN, NO STL REINFORCEMENT FRONT SUPPORT PAD SECTION 1 /4"=1'-0" SAWCUT (E) PAVING, DO NOT OVERCUT CORNERS - (E) PAVING THICKEN SLAB AS SHOWN — 10'-0" GENERAL STRUCTURAL NOTES THE FOLLOWING NOTES APPLY UNLESS INDICATED OTHERWISE: INTERNATIONAL BUILDING CODE, 2003 EDITION. 2000 PSF MAX DEAD + LIVE LOAD. SITE CLASS D. CAST FOOTINGS ON UNDISTURBED SOIL, 1'-6" MINIMUM BELOW FINISHED GRADE. CAST SLAB ON GRADE OVER 6" THICK COMPACTED GRANULAR FILL OVER COMPACTED SUBGRADE. DESIGN LIVE LOADS: EQUIPMENT SUPPORT PAD (FRONT) = 23,000# TOTAL LOAD EQUIPMENT SUPPORT PAD (REAR) = 42,000# TOTAL LOAD OF CEMENT PER CUBIC YARDOAIRIENTRAINUCONCRETE VRHMMINIMUM 4%/ANDACKS MAXIMUM 69: AIR BY VOLUME. FIBERMESH POLYPROPYLENE REINFORCEMENT OR EQUAL SHALL BE ADDED AT THE RATE OF 1.6 LB/CYD. MISCELLANEOUS: REFER TO ARCHITECTURAL DRAWINGS FOR SLAB FINISH, ARCHITECTURAL TREATMENT AND DIMENSIONS NOT SHOWN. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF DUCT OPENINGS, PIPING, CONDUITS, ETC, NOT SHOWN. SHOP DRAWINGS SHALL BE SUBMITTED AND REVIEWED PRIOR TO FABRICATION, VERIFY ALL DIMENSIONS AND CONDITIONS AT THE PROJECT SITE PRIOR TO STARTING WORK AND NOTIFY. THE STRUCTURAL ENGINEER IMMEDIATELY OF ANY DISCREPANCIES. PROVIDE TEMPORARY ERECTION BRACING AND SHORING AS REQUIRED FOR STABILITY OF THE S011 S. PAVING AND ADJACENT STRUCTURES DURING ALL PHASES OF WN51 RUG I IUN, REFER TO SPECIFICATIONS FOR INFORMATION NOT CONTAINED IN THESE GENERAL NOTES. SPECIAL INSPECTIONS: PROVIDE SPECIAL INSPECTIONS IN ACCORDANCE WITH IBC CHAPTER 17 FOR THE FOLLOWING: CONCRETE PLACEMENT AND LEVELNESS 10'-0" .gyp v. . d D. -' tD u dv. CONC PAD PER PLAN, NO STL REINFORCEMENT REAR SUPPORT PAD LONGITUDINAL SECTION 1/4" = 1'—O" 10'-0" SAWCUT E) PAVING, DO NOT OVERCUT CORNERS --\ (E) PAVING THICKEN SLAB AS SHOWN 3 rm 2 •r.. CONC PAD PER PLAN, NO STL REINFORCEMENT REAR SUPPORT PAD TRANSVERSE SECTION SCALE 1 1/2" DPx3/16" WIDE SAWCUT CONTROL JOINT, FILL W/ JOINT SEALANT CONC PAD PER PLAN, NO STL REINFORCEMENT .v l v v D"D t t' 000060000 O ° °° �D• D � � � Oo o ° 00° g0o 0� o o ' : ° ��°OOo00 a t � 2'-0" REAR PAD CONTROL JOINT 3/4"=1'-0" m �y o &W z MW�«1 Waei z -C •0 3 a�aa V p v c a y z _o 2 cc MEMO u©©mim l Ll 0 0 W j Q Q -� O Ix CL n. 00 O vj Q °- 0 w 0 z Z %9 Z < F- a V Z60 U. Itt, 00LwL } a 3 o BANCINFINION e.X�Ao K JAM=11111ft �11M 800 FIFTH AVENUE SUITE 3800 SEATTLE, WASHINGTON 98104-3122 TEL: 206.340.2255 FAX: 206.340.2266 JOB No: 2004-II DWG Date:_ 12-20-04 Checked By: 06J Checked By: D B S-1