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HomeMy WebLinkAboutST - 18035 SPERRY DR - WELLS FARGO BANK - STORAGE TANKSTAN K(S) UNDERGROUND STORAGE TANKS (UST) I ABOVE GROUND STORAGE TANKS (AST) 18035 SPERRY DR PARCEL NUMBER(S) 3623049094 RELATED PERMIT NUMBER(S) 504-08 16-90 Date: 8/15/08 Tukwila Fire Department OPERATIONAL PERMIT By virtue of The Provisions of the International Fire Code adopted by City of Tukwila Ordinance, Anderson Environmental Contracting located at n35 eperty Drive 504-08 having made application in due form, and as the conditions, surrounding, and arrangements are, in my opinion, such that the intent of the Ordinance can be observed, authority is hereby given and the PERMIT is granted for *To install, alter, remove, abandon or otherwise dispose of a flammable or combustible liquid tank per Chapter 34 of the International Fire Code* This PERMIT is issued and accepted on condition that all Ordinance provisions now adopted, or that may hereafter be adopted, shall be complied with. THIS PERMIT IS VALID FOR -Ninety Days - This permit does not take the place of any License required by law and is not transferable. Any change in use or occupancy of premises shall require a new permit Fire Marshal THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE T.F.D./F.P. #2 Iw 76.1,1_1c - I9A RLQ LA ay. 5c►-'uS1 04) TUKWILA FIRE DEPARTMENT SPECIAL PERMIT Na 16-90 BY virtue of The Provisions of the Uniform Fire Code adopted by City of Tukwila Ordinance, CHEMPRO located at LOCATION: FilsgrINTERSTATE BANK 18035 Sperry Dr. Tukwila Business Address 98188 having made application in due form, and as the conditions, surroundings, and arrangements are, in my opinion, such that the intent of the Ordinance can be observed, authority is hereby given and this PERMIT is granted for *To install, alter, remove, place temporarily out of service or otherwise dispose of any flammable or combustible liquid tank, per 79.104 of -the Uniform Fire Code* This PERMIT is issued and accepted on condition that all Ordinance provisions now adopted, or that may hereafter be adopted, shall be complied with. THIS PERMIT VALID FOR 1/8/90 through 1/17/90 This permit does not take the place of any license required by law and is not transfer- able. Any change in the use or occupancy of premises shall require a new permit. .."a, "F.:Pa5/3 THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE T.F.D./F.P. #2 // rr /”.d // fe TUKWILA FIRE DEPARTMENT Special Permit Application # PER UNIFORM FIRE CODE, SECTION 4.101, SPECIAL PERMIT(S) ARE REQUIRED FOR ANY PERSON, FIRM OR CORPORATION TO USE A BUILDING OR PREMISES OF ENGAGE IN ANY ACTIVITIES FOR ANY OF THE FOLLOWING PURPOSES LISTED BELOW: ( ) To handle, store or use flammable/combustible liquids. (79.102) ( ) To store, transport or handle hazardous chemicals. (80.102) ( ) To install or maintain any liquefied petroleum gas (LPG) container of more than 120 gallons water capacity. (82.102) ( ) To use any structure as a place of business for repairing motor vehicles. (29.102) ( ) To operate a place of assembly - 50 people or more. (25.102) ( ) To conduct welding and/or cutting operations. (49.102) ( ) To operate a spraying or dipping operation utilizing flammable or combustible liquids. (45.102) ( ) To produce, store or handle cryogenic fluids. (75.102) ( ) To use any building or portion thereof exceeding 2,500 sq. ft. for the storage of high -piled combustible stock. (81.102) ( ) To manufacture, possess, store, sell or otherwise dispose of explosives or blasting agents. (77.104) ( To install, alter, remove, place temporarily out of service or otherwise dispose of any flammable or combustible liquid tank. (79.104) ( ) Other ( ) APPLICATION IS HEREBY MADE BY THE UNDERSIGNED FOR A PERMIT TO (USE, INSTALL, CONDUCT) IN OR ON THE FOLLOWING PREMISES: Busine s Name: 47 /fes„Address: /s9e35 5;0CFRA 4- ./OL'/4 d/7 : ,L -7/Q5 r- . � 74Z/C, S A,¢,ee. � i ./. cif/ P THE FOLLOWING MATERIALS, PROCESSES OR OPERATIONS (Describe briefly what is to be done and the hazardous materials that are involved in the operations in the space below.) 4,47,1c w ✓ e r.✓Z.GVs..J BEFORE A PERMIT MAY BE ISSUED, THE FIRE DEPARTMENT WILL INSPECT AND APPROVE THE RECEPTACLES, VEHICLES, BUILDINGS, DEVICES, PREMISES, STORAGE SPACES OR AREAS TO BE USED, AND THIS APPLICATION MUST BE RETURNED WITH YOUR CHECK IN THE AMOUNT OF $ 2. -'- , TO THE TUKWILA FIRE DEPARTMENT, 444 ANDOVER PARK EAST, TUKWILA, WASHINGTON, 98188. WP:SPECIAL.PMT .111N 8 T.F.D. Form F.P. 6 ,/ TUKWILA FIRE DEPARTMENT UNDERGROUND FUEL TANK REMOVAL PERMIT RECEIPT # /WO DATE RECEIVED ///2/ CODE REFERENCE: 79.114 DATE ISSUED FIRM NAME: G(4'.7frj 17RO PHONE: -4$ 55166 FIRM ADDRESS: ? ..-4/2;10 � '��(e�.%� ii/ .1;9, JOB SITE : _4, ed AA) CJS PERSON IN CHARGE: .ofessh i�/1"2'" : ply, AZPVG- E-911 77 & 5 1ATG- COND TIONS: 1. TANKS MAY BE REMOVED INSPECTION. PHONE : (oft -44239b LY AFTER �F�=ARTMENT 2. Two (2) 20 BC portable fire extinguishers are to be on site within 50' of the operation. 3. Rope or ribbon barricades must be provided circling 10' from the operation or be enclosed in a fenced yard. 4. "No Smoking" signs must be posted in readily visible locations. 5. No hot works allowed unless the tanks are certified gas free. A separate Fire Department Permit is required for cutting and welding operations. PROCEDURES: 1. The Department of Ecology must be notified at least thirty days before beginning the tank removal process. 2. Call twenty-four (24) hours prior to removal to arrange for an appointment. 3. Remove all flammable or combustible liquids from tank and'from connecting lines. 4. To ensure that the tank atmosphere has been inerted, one (1) pound of dry ice (Carbon Dioxide) per 50 gallon capacity of the tank must be inserted in the tank. (A 1,000 gallon tank would require 20 pounds of dry ice.) This should be done prior to the use of heavy equipment for excavating. a. Wait a minimum of 60 minutes for dry ice to vaporize. Vapors should begin to show at the fill pipe at this time. b. CO2 fire extinguishers or compressed gas are not to be used for inerting purposes. This produces static electricity which may result in an explosion. 5. Tanks with baffles to prevent movement of liquid (or tanks without baffles larger than 10,000 gallons) must be certified gas free by a Marine Chemist or a Petroleum Industry Safety Engineer regularly engaged in that business prior to removal. 6. After the tanks are removed, the openings should be sealed so the CO2 gas will remain in the tank during transit. In addition, tanks large enough to allow a person to enter it to do repair work should be marked on one side with spray paint "No Air - Inert Gas". 7. After tank removal, a site assessment must be performed according to the Department of Ecology's requirments. By: TUKWILA FIRE DEPARTMENT Inspector WP:TANKREMV.PER T.F.D. Form F.P. 31 A Burlington TO: Mr. Vaughn W. Jolley Envirroonm pany tallnc. Vice President Olympic Equities, Inc. 2040 Westlake Avenue North Seattle, WA 98109 RE: Work Order # 90E011 Fite igQ 3S' sp(My Location: Southwest Corner, South 180 Street & Sperry Drive, Tukwilla, Washington Date: January 8, 1990 This letter serves to document activities regarding the cleaning, removal, and disposal of underground/aboveground storage tanks, and/or their contents. Chemical Processors, Inc. (Chempro) does hereby state that all sampling and testing methods will be in accordance with WAC 173-303-110; that transportation will be in accordance with WAC 173-303-040-94; that cleaning will be accomplished in accordance with WAC 173-303-160; and that all liquid sludge and scrap metal disposal will be performed in accordance with WAC 171-303-120.2/090.8/040.82. Please contact Greg Fallseth at this office if further information is required. Any unusual or otherwise regulated requirements are separately documented. Respectfully, CHEMPRO Environmental Services Division Operations Supervisor LGF:s ENVIRONMENTAL SERVICES DIVISION 3400 East Marginal Way South Seattle, Washington 98134 (2061 682-4898 • FAX: (2061 443-8586 TUKWILA FIRE DEPARTMENT UNDERGROUND/ABOVEGROUND FUEL TANK REMOVAL/INSTALLATION PERMIT FIRE DEPARTMENT SPECIAL PERMIT # �DV�Oe RECEIPT #.Z(i/V7 DATE RECEIVED: PI' ()f DATE ISSUED: FIRM NAME: ,4hc de 1-,S0 6v1i0h,n aired Co iller►h HONE: 10-s-77- Wfy FIRM ADDRESS: 70 S Ca/rah S Ire eT �f e✓SO, WA 78•6.,2‘ JOB SITE:,/&'o 33 Seek -7 D( vt 7w4 chi /a, 'L/(J' /'la f NUMBER OF TANKS TO BE REMOVED O h e INDIVIDUAL TANK CAPACITY (GALS): 2)000 u S PRODUCT TO BE STORED: D1C3-e-/ TOTAL AGGREGATE CAPACITY (GALS): 2j OO v NAME OF BUSINESS AT JOB SITE: (kk//J fo ?i PERSON IN CHARGE: C/414! )// polio)) PHONE:3t)v " / s - /76- (pucrr; oh s c // "ire EdI C %zr 360- s 77- q/91/ Ce!/.160- f3-7-/771 To install or remove any flammable or combustible liquid tank per Chapter 34, section 3404 of the International Fire Code. Installation of aboveground tanks shall be limited to MIC/H, MIC/L, LI and C/LI zones. A site plan showing property lines, building location(s), storm drain location(s), public access, proposed screening and containment must be submitted for review prior to approval. THIS APPLICATION MUST BE RETURN D W `•:' A SCALED DRAWING OF THE SITE AND YOUR CHECK IN THE AMOUNT OF $ TO THE TUKWILA FIRE DEPARTMENT, 444 ANDOVER PARK EAST, TUKWILA, WASHINGTON, 98188. TANKREMV.PER Rev. 11/1/07 T.F.D. Form F.P. 31 Terminal Sales Building 1932 First Avenue Suite 401 Seattle, WA 98101 206.720 7001 (hone 206.720.2949 ran www.crattarchitects.com MOM w Record CONSULTANT GLUMAC Corr. c T. KOUBABA ISSUE 1t09.07 SITE RESUBMITTAL 1208.07 BUILDING PERMIT SUBMTTI 4.8.08 BULDNG PERMIT EMMETT Revisions: Sheet Title: PUNBINS LE6END Dote: 06/01107 Design: UK. Drown: 'MK Project No: 207Y12001A Approved: Original drawing is 2$ a 36. Scale entities accordingly if reduced Sheet No: BEL BFV BHP BV CFF CFH CFM CFS CLG CO CONK CONTR CONT CS CV CW CWFU DN DCVA DDCVA DF4FA HWC DIA 0 OWG ELEC FA FC FDVFCNOUT FIN FL FM FO FPS FT G GPH GPM GV HD HP HW HWFU I.E. LBS MAX MBH MECH MFG MIN N.C. NFPA NO. N.O. NIC OFCI OW POC PLBG PS PSI PT PV R,I,&C RPBFP RPZ SF SHT SOV SPKR TP T5 IT TYP UN VB V V VTR W WHA WCO W/ WGT _ Wi` r At t!t'-;"19, l SQUARE FEET PONT OF CONNECTION AND Al POUNDS NUMBER ABOVEOMFlA& ACCESS DOOR AMERICANS WITH DISABILITIES ACT ABOVE FINISHED GRADE ACCESS PANEL ARCHITECT BELOW BUTTERFLY VALVE BRAKE HORSEPOWER BALL VALVE CONDENSATE DRAIN CA: FOR FUTURE CUBIC FEET PER HOUR CUBIC FEET PER MINUTE CUBIC FEET PER SECOND CER ING CLEANOUT CONCRETE CONTRACTOR CONTINUATION CIRCUIT SETTER CH'CK VALVE COLD WATER COLD WATER FIXTURE UNIT DO'NN DOUBLE CHECK VALVE ASSEMBLY DOUBLE DETECTOR CHECK VALVE ASSEMBLY FIXTURE UNIT HOT WATER CIRC DIAMETER DOWNSPOUT NOZZLE DRAIN DRAWINGIXIST EXISTING ELECTRICAL FLOW ALARM FLEXIBLE CONNECTION FIREDR DEPARTMENT VALVE mi' FIN'SHED FLCOR FROM FUEL OIL FE'7 PER SECOND FEET GAS GALLONS PER HOUR GALLONS PER MINUTE GATE VALVE HUB DRAIN HORSEPOWER HOT WATER HOT WATER FIXTURE UNIT INVERT ELEVATION POUNDS (UNIT OF FORCE)6. MAXIMUM THOUSANDS BTU/HR MECHANICAL MANUFACTURER MINIMUM NORMALLY CLOSED NATIONAL FIRE PROTECTION ASSOCIATION NUMBER NORMALLY OPEN NOT IN CONTRACT OWNER FURNISHED CONTRACTOR INSTALLED OIL WASTE POINT OF CONNECTION PLUMBING PRESSURE SWITCH POUNDS PER SQUARE INCH PRESSURE TEMPERATURE TR0P (PETE'S PLUG) PLUG VALVE ROUGH IN AND CONNECT REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER RECUCING PRESSURE ZONE VALVE SO..ARE FEET SHEET SHUT-OFF VALVE SPRINKLER TRAP PRIMER TAMPER SWITCH T_.>" TEE TYPICAL UNION VACJUM BREAKER VENT VOLTS VENT THROUGH ROOF WASTE WATER HAMMER ARRESTOR WALL CLEANOUT WITi WEIGHT , .✓,- / . / Itai i1 ie,. .! „7 BASIS OF DESIGN: PLUMBING 1. CODES AND STANDARDS A AMERICANS WITH DISABLITIES ACT, (ADA) (UPC) WITH STATE AMENDMENTS. A BUILDING COOE8 ENFORCED BY THE AUTHORITY HIVING JUR N DICTION WASHINGTON: 1. 2o3a cHAPTBR 61-11 WASHINGTON STATE ENERGY CODE 1 2082 NATIONAL FUEL GAB CODE(NFOC)NFPA54,W 4.2(106 WASHINGTON STATE ENERGY CODE,(WAC 61-11, MEC) C.AUTHORRY HIVING JURISDICTION FOR INTERMTONALCWE COUNCL. BCC)CODES: 6. WATER,TER PLC A METER SZE 112 AIRES B. MAN 62E2 NCHE8 CAPACITY CO GPM C, STATIC 120 PSI SYMBOL DESCRIPTION SYMBOL DESCRIPTION BALL VALVE BUTTERFLY VALVE GATE VALVE ANGLE GATE VALVE 05 & Y GATE VALVE SOLENOIOE VALVE CHECK VALVE PRESSURE REDUCING VALVE REUEF VALVE VACUUM REUEF VALVE PRESSURE & TEMPERATURE RELIEF VALVE AUTOMATIC AIR VENT CIRCUIT SETTER616101151301'ASLOPE DOUBLE DETECTOR CHECK VALVE ASSEMBLY DOUBLE CHECK VALVE ASSEMBLY REDUCED PRESSURE BACKFLOW PREVENTER PRESSURE SWITCH FLOW ALARMDRAINAGE UNION STRAINER STRAINER WITH BLOW OFF PIPE ANCHOR PIPE ALIGNMENT GUIDE IXPANSION JOINT FLEXIBLE CONNECTOR CAP OR PLUG BUND FLANGE CONCENTRIC REDUCER ECCENTRIC REDUCER AQUAS7AT WATER HAMMER PRESSURE GAUGE WITH COCK THERMOMETER CLEANOUT PLUG FLOOR CLEANOUT YARD CLEANOUT TEST TEE WALL HYDRANT HOSE BIBB FIRE DEPARTMENT CONNECTION FIRE RISER FIRE DEPARTMENT VALVE FIRE DEPARTMENT VALVE CABINET SIEMESE FIRE DEPT. CONN. FIRE ALARM BELL FLOOR DRAIN FLOOR SINK HUB DRAIN DIRECTION OF SLOPE DIRECTION OF FLOW PIPE UP PIPE DOWN PIPE DROP TOP CONNECTION -BRANCH UNE BOTTOM CONNECTION - BRANCH UNE FIRE MAIN AUTOMATIC WET SPRINKLER COLD WATER HOT WATER (1207) HOT WATER CIRC (1207) SANITARY SEWER STORM DRAIN PIPING BELOW GRADE WASTE VENT ROOF DRAIN PIPING OVERFLOW DRAIN PIPING PUMPED DISCHARGE CONDENSATE DRAIN INDIRECT DRAIN UNE INDUSTRLAL WASTE NATURAL GAS (714.C.) MEDIUM PRESSURE GAS (2#) FUEL OIL SUPPLY FUEL OIL RETURN FUEL OIL VENT INDUSTRLAL COLD WATER PIPING W/ HEAT TRACE AUTOMATIC WET SPRINKLER RISER AUTOMATIC SPRINKLER DRAIN WET STANDPIPE RISER PLUMBING EQUIPMENT MISCELLANEOUS EQUIPMENT SHEET NOTE f r I D4 X o 1 1 1 77TC a 1 T F A - - ` AS D. CONNECTED LOAD 62 FIXTURE UNITS 62 GPM 3. SANITARY SEWER A BUILDING SEWERSTZE 4 INCHES 0116 SLOPE B, TOTAL CAPACITY 172 D.F.U.FDDURE wasC. CONNECTED LOAD M D.F.U. D. AVALABLECAPACETY 113 OF.U. 4. STORM DRAIN: A RAINFALL INTFNSITY2INCHES/HOUR B. STORM DRAIN 6 FT. D. AREA CONNECTEC. CAPACTTY 17,905D; SQFT. 6. GAS / ERVIN: A MAIN 812E 112 INCHES B MMAXIMUM DL=FEET 0.GASAVALABLE 1,703 CR1 R 'XCD — SAN SD f — — — - RD —{DDCVI OD PD CD tOCVI -- —I RPBFP I-- 0 IW 4 PS E DELIVERY PRE:MORE 2 PSI 6. HOT CIRCULATED JL B. TANK SIZE 30 GALLONS GPM C.RECOVERY8I GP D. CONNECTED LOAD 7.6 HWFU G MG FOS FOR --- — FOV ---- 'NV' X TCW / / / / / / / / ASD W,Sp I I e O ® ® /J il $} j y,/. i > /p' ,f..✓f/,/..o (,P MIWI 1. ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH DIVISION 15 SPECIFICATIONS. 2. AS -BUILT RECORD DOCUMENTS: AT PROJECT CLOSEOUT, CONTRACTOR SHALL SUBMIT DETAILED INSTALLATION DRAWINGS, CHANGE ORDERS AND SPECIFICATION CHANGES TO ARCHITECT FOR APPROVAL REFER TO SPECIFICATIONS FOR ADDITIONAL DETAILS. 3. ALL EXCAVATORS MUST COMPLY ALL PROVISIONS OF WASHINGTON CODE AND NOTIFICATION OF ALL OWNERS OF UNDERGROUND UTILITIES AT LEAST T 2 2 BUSINESS DAY HOURS, BLIT NOT MORE THAN 10 BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION. 4. CONTRACTOR TO COORDINATE INSTALLATION OF GAS SERVICE WITH 'PSE'. CONTACT ENGINEERING DEPARTMENT. ALL EXTERIOR GAS PIPING SHALL BE PAINTED. 5. DETAILED INVESTIGATION OF EXISTING CONDITIONS ME PART OF THE CONTRACT WORK, VISIT THE JOB SITE PRIOR TO BID. REVIEW AVAILABLE EQUIPMENT LAYOUTS, ASSEMBLY DRAWINGS AND INSTALLATION SCHEDULES, DOMESTIC WATER HAS BEEN ENGINEERED. CONTRACTOR SHALL NOT USE APPENDIX 'A' OF UPC TO RESIZE ANY UNES, RESIZING OF ANY LINES SHALL BE SUBMITTED FOR WRITTEN APPROVAL BY ENGINEER ONLY PRIOR TO COMMENCING OF ANY CONSTRUCTION. 7. CONTRACTOR SHALL COORDINATE ALL UTILITYLINES EXITING OR ENTERING BUILDING WITH DIVISION 2 SPECIFICATIONS AND CML ENGINEER'S UTILITY PLM DRAWINGS AND OTHER TRADES. B. BARRIER FREE REQUIREMENTS: PROVISIONS HAVE BEEN DESIGNED TO PROVIDE FIXTURES IN ACCORDANCE WITH ADA, ANSI AND STATE OF WASHINGTON REGULATIONS. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS AND REPORT TO ARCHITECT OR OWNER'S REPRESENTATIVE WHEN FIELD CONDITIONS PREVENT CORRECT INSTALLATION. 2 DI PT ^ IY YAM 4 PG ®®T I 1 ICO FCO 10.•-•": YCO T T,T, —ill WH -IF HB FDC ®— FDV 40 ® 44 Q / 1 \ ® FD ® F5 © - - „ ". //lf;r .. . i ! " LLIL 1 1 1 ..a I "N S / / 1 r // /' / 6R4, ,►#F ,_ 4 y 'l. ,a 77i 11/ Yv F. P0,0 PLUMBING LEGEND P0.1 SCHEDULES - PLUMBING P1,0 UNDERGROUND PLAN - PLUMBING P2,0 FIRST FLOOR PLAN - PLUMBING P2.2 ROOF PLAN - PLUMBING P3.0 ENLARGED PLANS - PLUMBING P6,0 DETAILS - PLUMBING P6,1 DETAILS - PLUMBING >.40lifIC Imam 5/22/09 C rYkrir arck,,hi t e c t s Terminal Sales Building 1932 First Avenue Suite 401 Seattle, WA 98101 206.720 7001 (hone 206.720.2949 ran www.crattarchitects.com MOM w Record Z m Z W 0 O 0 = • ~ O m • W ›- LL a CC Ow J > J U w CONSULTANT GLUMAC 1l0 SIN' Wubinlac Sr., Sulu 1110 HT. 503.227.3210 wwwAounrmm 501.274.7314 kb Ho.: 207W2001A Corr. c T. KOUBABA nnpinnnra for n nunuinnbn figure - ISSUE 1t09.07 SITE RESUBMITTAL 1208.07 BUILDING PERMIT SUBMTTI 4.8.08 BULDNG PERMIT EMMETT Revisions: Sheet Title: PUNBINS LE6END Dote: 06/01107 Design: UK. Drown: 'MK Project No: 207Y12001A Approved: Original drawing is 2$ a 36. Scale entities accordingly if reduced Sheet No: P0.0 COPYRIGHT®2006 GLUMAC 06/01A77 if -POO PLUMBING FIXTURES SCHEDULE WATER HEATER SCHEDULE ITEM DESCRIPTION TRAP ARM WASTE VENT CW HW REMARKS ITEM LOCATION MANUFACTURER AND MODEL CAPACITY ELECTRICAL RECOVERY V KW 0 WGT TEMP. REMARKS WC -1 WATER CLOSET INT 4' 2' 1" WALL MOUNTED, FLUSH VALVE WC -2 WATER CLOSET INT 4' 2" 1" WALL MOUNTED, FLUSH VALVE, ADA UR -1 URINAL Ate 2" 1K" 94" WALL MOUNTED, ADA L-1 LAVATORY IA' 1K' K' K' SELF -RIMMING, ADA L-2 LAVATORY 'K" 1K' 1K" K" K' WALL MOUNTED, ADA S-1 SINK TK" 2" 1K" K' K" SELF -RIMMING, 18 GA STAINLESS STEEL, ADA 5-2 SINK 174. 2' 1K' K" K" SELF—RIMMING. 18 GA. STAINLESS STEEL, ADA MS -1 MOP SINK 3" 3' 1K" 3:" WITH RIM 8 WALL GAURDS WH -1 EXTERIOR WALL HYDRANT RECESSED WALL MOUNTED - FREEZE PROOF AD -1 AREA DRAIN SEE PUN FOR SIZE FD -1 FLOOR DRAIN 2" 2" ,K' PROVIDE TRAP PRIMER FROM WATER CLOSET FLUSH VALVE OR TP -1/2 FS -1 FLOOR SINK 3" 3' 1K" HALF GRATE. WITH TRAP PRIMER TP -1 PRESSURE DROP TRAP PRIMER K" 1P-2 ELECTRONIC TRAP PRIMER WALL MOUNTED, WITH TIMER EWH A.O. SMITH MODEL N0. 17SE-30 EEMAX MODEL N0. SP3208 31 GPM 0 80'AT 5 PM 06G5'1ST 208 208 6.0 3.0 120 105 MOUNTED ABOVE THE MS -1 WALL MOUNTED BELOW SINK TANK SCHEDULE ITEM SERVICE MANUFACTURER AND MODEL CAPACITY SIZE WEIGHT REMARKS eHW 1 PHASE WGT REMARKS ___ ___ ___ AMTROL 4 eGENERATOR 1 6 A XERXES 4,000 72-01.4• ___ DUAL CONTAINED. UNDERGROUND --- --- ®EM. 1 GENERATOR SIMPLEX SUPER XL -11 GEM 2 130 PUMP SCHEDULE ITEM SERVICE MANUFACTURER AND MODEL TYPE CAPACITY _ HP RPM VOLTS PHASE WGT REMARKS GPM HEAD, FT e:-.) HOT WATER CIRCULATION B & 0 IN UNE 6 6 1/12 1750 120 1 --- --- ®EM. 1 GENERATOR SIMPLEX SUPER XL -11 GEM 2 130 1/2 1800 120 1 1 1E, EM. GENERATOR SUPERP ULx 11SIM GEM2 150 1/2 1800 120 1 1 A EQUIPMENT SCHEDULE ITEM SERVICE MANUFACTURER AND MODEL CAPACITY REMARKS UQUID - eOIL INTERCEPTOR UT1U1Y VAULT 253 -SA 100 --- W/ HEA 3- TRAFFIC HUUDS NO. [s a 5/22/09 cM"rr c h Ih t E Terminal SUITS Building 1430 First Avenue Sulte 406 Seattle, WA 96101 20 772020 .29 f 70049 1 Parah."'201. www.craftarchitects.com MOM MRN . QM W o) W Z O 0 O a 0 acc >- U. a Ow U)a J 00 W TUKWILA, WASHINGTON CONSULTAN GLUMAC 110 AW mammon3„b 100 Penland. OR M. 17. 501.221.3180 F. 50,27.1.1514 207W2001A c.ua T. KOUBABA angina.. 1 a. wnanne'. Mina- O s Apr• WOO. ISSUE R.09.07 SITE RESUBMITTAL 12.00.07 BULDPIG PERMIT SUBMIT/ 4.8.08 BULDWG PERMT RESUBMT1 Revisions: A4.08.08 BUILDING PERMIT RESUBMTTTA Sheet Title: SCIEWLES Dote: Design: Drawn: Project No: Approved: 06/01/07 TEK TEK 2011200IA Original droning is 24 x 36'. Scale entities accordingly if reduced Sheet No: Poll COPYRIGHT02006 GLUMAC • r- 2"W UP W/WC0 4'W IJP T 2'FOS UP TO FUEL FILL STATION T 1 1/2'FOS / FOR TO GEN. SUPPLY AND RETURN T FOS FOR vii L ligI a_, -4zr 1 mL .. ,I1 -I (3) 2"V UP $iP .--i J 1 iJ JJ I U_L_Li 1 LJ lid f I i11.' = —11 =__ YCO 4' IS POC 4"SAN. a ER SEE CIVIL POC 2" COLD WATER SEE CML FOR CONT. CRrt' architects Terminal Sales Bui'l.oing 1932 Fir)1 AvenU6: Suite 400 Se1trle, WA 90101 21)6.'720.7001 )1bane 206.720.2449 fax www.craftarchitects.com NOII011 q No. z mhw z 0-E OI— CC o acc Oww U) JUN w TUKWILA. WA8HNGTON ONSULTANT GLUMAC 320 SW wmmce= sr, 5010 tw PonlanI OR T. 301227 3200 F 303.224.75731 w".rlure. rm NO.. 01A T. KOU c... T. KOUBABA ..am""r. for ...um.n . rm.f. 6"RD UP 9YCO 6"RD UP TO DOWNSPOUT SEE DET! L /I POC 6"SD SEE CML FOR CONT. I.E.= —1'-6' _.y O7 UNDERGROUND PLAN - PLUMBING SCALE: 1/8'-1'—o" 0 4' 8' 16' PROJECT NORTH SHEET NOTES Q 4" WASTE UP. Q 2' VENT UP. Q X.' TRAP PRIMER UP. ® 2' WASTE UP TO FD. Q 1X7' VENT UP. Q 2" WASTE UP. Q 3" WASTE UP. © (3) )4" TP UNES UP TO TRAP PRIMER ASSEMBLY. OD 2' WASTE UP WITH WCO. i los.0 5/22/09 ISSUE 109.07 BITE RESUBMITTAL 12.08.07 BUILDING PERMIT BUBMTTI 4.8.08 BUILDING PERMIT REBUBMTT Revisions: 1A4.00.08 BUILDING PERMIT RESUBMOTA Sheet Title: UIDERG4 0(8V PLAN- PLU1431N6 Dote: 06/01/01 Design: TEK Drawn: 7EK Project No: 201172001A Approved: Original drawing is 24' s 36•. Scale entities cccordingly if reduced Sheet No: P1.0 cOPYRIGKT)I200e GLUMAC 06N4NI fFPb • 3/4'CW DN 2'W, , 1 1/2 UP • C 1/2'ICW CONNECT TO MECH EQUIPMENT Il 1/2'CW ON ICW CO 2 1 -MG UP FUE FILL STA ON- '1 :i © I (3)2'V ON MG 1 1/2' MG C 7771570=07 MECH EQUIPMENT -3333_ 1 • 1-6'RD UP TO DOWNSPOUT OFIRST FLOOR PLAN - PLUMBING SCALE: 1/8._1.-0. 0 4' 8' 16' PROJECT NORTH 6'RD UP TO DOWNSPOUT PROPOSED GAS METER LOCATION Imam 5/22/09 CIRArr architects Terrninal Sales Building 1932 First .Avenue Suite 408 Seattle. WA 98101 200.720.7001 phone 206.720.2445 Fnx www.craftarchitects.com A 3.1 MMi Z co w o O Qa7 Q W C ; 'e 11 ta CO >coNe J U w CONSULTANT GLUMAC 3mxw.3.13.1.SL. smaWO uwwskwassmal 207W2001A cmurr. T. NOUBABA .nybu.rs for .s xt.in.b'. I, t,, ISSUE 1100.07 8RE REBUBMTTAL 12.08.07 BUILD0 G PERMIT SUBMIT/ 4.8.08 BULD010 PERMIT RE8UBMTT Revisions: A4.08.08 BUILDING PERMIT RESUBMTTTA Sheet Title: FIRST FLOOR PLAN- PLUN31N6 Dote: Design: Drown: Project No: Approved: 06101101 TEK TEL. 201Y12001A Original drawing is 24 x 36'. Scale entities accordingly if reduced Sheet No: P2■0 GOPYRIGHTp200e GLUMAG 06101/01 If -P20 T-60' 0 30 60 120 IMF NMIA••N•L•4 Mil INA M CALL BEFORE YOU DIG: 1-800-424-5555 COVER SHEET WELLS FARGO CV - OPERATION A PORTION OF THE GOVERNMENT LOT 4 OF SECTION 36 AND GOVERNMENT LOT 1 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M. 1171711-71771717171 1,; 1 t LEGEND EXISTING ILO 0-ri 0 C) A S O POWER VAULT (AS NOTED) YARD LIGHT LUMINAIRE (WM.) JUNCTION BOX (AS NOTED) CATCH BASIN (CB) STORM MANHOLE (SDMH) SANITARY SEWER MANHOLE (SSMH) GAS VALVE WATER VALVE (WA) FIRE HYDRANT (FH) WATER METER (AS NOTED) SIGN (AS NOTED) DIRECTION OF VEHICLE TRAVEL SIGNAL JBOX (AS NOTED) TRAFFIC SIGNAL MSC POWER BOX (AS NOTED) CONCRETE GRAVEL WATER UNE SANITARY SEWER UNE STORM DRAINAGE UNE CHIN UNK FENCE BUILDING UNE CONTOUR SPOT ELEVATION PROPOSED 0 Z • • WATER METER GATE VALVE CATCH BASIN, TYPE 2 CATCH BASIN, TYPE 1 STORM CLEANOUT STORM PIPE • FENCE RIDGE UNE SAWCUT UNE ASPHALT CONCRETE INDEX OF SHEETS: C1 of 7 C2 of 7 C3 of 7 C4 of 7 C5 of 7 C6 of 7 C7 of 7 COVER SHEET DEMOLITION PLAN EROSION CONTROL PLAN GRADING AND STORM DRAINAGE PLAN STORMWATER VAULT SECTIONS AND DETAILS WATER AND SEWER PLAN CONSTRUCTION NOTES AND DETAILS CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED 6Y CONSTRUCTION ACTMIY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTANED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES. OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, AU. MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATON SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. VICINITY MAP LEGAL DESCRIPTION PARCEL 94k THOSE PORTIONS OF OOVEI HIIENT LOT 4 IN SECTION 36 AND OF GOVERNOR LOT 1 IN SECTION 35 OF TOWNSHIP 23 NORTH IN RANGE 4 EAST, WILLAMETTE MINN, IN ENG COUNTY, WASHINGTON, DOOMED AS FOLLOWS. BEGINNING AT THE NORTHWEST CORNER OF SOD SECTION 36; THENCE SOUTH 01' 1901'WET. ALONG THE WEST UNE OF SAID SECTION 36, A DISTANCE OF 1.355.09 FEET TO THE SOUTHERLY MARGIN OF SOUTH 10H STREET RIGHT-OF-WAY, IERDNFTER REFERRED TD AS POINT 'Al THENCE EASTERLY. ALONG SAID MARGIN ON A CANE TO THE LOFT THE CENTER OF WHEN BENE NORTH OT 48 45'EAST WITH A RAMS OF 336.00 FEET, AN ARC DISTANCE OF 9.0D FEET THROUGH A CENTRAL ANGLE OF 01' 3704'10 THE SOUTH UNE OF THE NORM 30 FEET OF SND GOVENYENT LOT A THENCE SOUTH 9C 4619. EAST, ALONG SND MARGIN AND SOUTH LAE, 274.01 FEET TO A PONT HEREINAFTER REFERRED TO AS PONT 'C; THENCE, ADVO A CURVE TO THE RIGHT HAVING A RADIUS OF 50.00 FEET, AN MC DISTANCE OF 76.54 FEET THROUGH A CEN RAL ANGLE OF 90 00'00 THENCE SOUTH OP IS41'WEST, 5600 FEET TO THE TILE PONT OF BEGINNING THENCE SOUTH OP ID 41' WEST. 197.00 FLET; THENCE NORIA 08. 40' INSERT, 2.0E FEET; THENCE SOUTH OP 36 41'WEST, 187.60 FEET. MORE OR LESS TO A UNE WHICH IS 30 FEET EASTERLY MD PARALLEL WITH THE WEST BOUNDARY UNE OF SAID GOVERNMENT LOT A HEREINAFTER REFERRED TO AS POINT 'B'; THENCE NORTHWESTERLY, ALONG SAID UNE AND ALONG A UNE 30 FEET EASTERLY OF AND PARALLEL MTH THE WEST BOUNDARY LINE OF SAID GOYERIYHENT LOT 1, THE FOLLDMNG BEARINGS AO DISTANCES NORTH 3E 40' NKR. 189.42 FEET; AND NORTH 36' 3231'WEST, 172.15 FEET TO A UNE WHICH 6 144.00 FEET SOUTH OF AND PARALLEL MM THE NORTH UNE OF SVD GOAENI ENT LOT 4; THENCE SOUTH 0E 46 1Y EAST. NANG SAO UNE, 390.03 FEET, MORE OR LiS& TO THE TRUE PONT OF BEGINNING. PARCEL 94B BEONNING AT THE ABOVE-DESCRIBED POINT 'B; THENCE CONTINUING SOUTH 69' NT41'WEST, 3136 FEET TD THE WESTERLY BOUNDARY UNE OF SND GOVERNMENT LOT 4; MINCE NORTHWESTERLY. ALONG SAID WEEDER,? BOUNDARY AND THE WESTERLY BOUNDARY OF GOVERNMENT LOT 1, THE FOLLOWING BEARINGS AND DISTANCES NORTH 38' 4003WESL 18034 FEET; AND NORM 39' 3231'MEST, 100.53 FEET TOA LINE WHICH IS 144.00 FEET SOUTH OF AND PARALLEL W TH THE NORTH UNE OF GOVERNMENT LAT A MINCE NCE SOUTH 68' 48' 19' EAST. MONO SAID UNE, 39.03 FEET TO A UNE W80CN B 30 FEET EASTERLY OF AND PARALLEL 111TH THE WEST BOUNDARY LME OF SAID GOVERNMENT LOT I; THENCE SOUTHEASTERLY, MONO SND UNE AND A UNE WHICH IS 30 FEET EASTERLY OF THE WESTERLY BOUNDARY LINE OF OOAFNBIENT LOT 4, THE FOLLOWING BEARINGS AND DISTANCE; SOUTH 31? 32'31'EASL 172.15 FEET; AND SOUTH 3W 4003'EAST. 189.42 FEET TO THE TRUE POINT OF BEGINNING. PARCEL 95: BEGINNING AT THE ABOVE-DESCRIBED POINT 'A'; THENCE EASTERLY, ALONG SAID CURVE TO THE LEFT THE CENTER OF WHOH BEARS NORTH 02' 45' 45'EAST WITH A RADIO OF 330.00 FEET, AN MC DISTANCE OP 9.00 FEET THROUGH A CENTRAL ANGLE OF 01' 3TO4'TO SAO SOUTH UNE OF THE NORTH 30 FEET OF SAID GOVERNMENT LOT 4, THENCE SOUTH RE 40'19'EAST, ALONG SND UNE, 274.81 FEET TO SVD POINT 'C; THENCE. ALONG SVD CURVE TO THE RIGHT HANG A RADIUS OF 50.00 FEET, AN ARC DISTANCE OF 70.54 FEET, THROUGH A CENTRAL ANGLE OF 90 0000; THENCE SOUTH XI' 13'41'WEST, 5600 FEET; THENCE NORM 08' 48' IN WET, ALONG SAID UNE WHICH IS 144.00 FEET SOUTH OF AND PARALLEL WITH THE NORTH UNE OF SVD GOVERNMENT LOT A TO THE SOUTHWESTERLY LINE OF GOVERNMENT LOT 1 N SND SECTION 35; THENCE NORTHWESTERLY, ALONG SVD LINE, TO THE WESTERLY EXTENSION OF THE NORTH UNE OF GOVERNMENT LOT 4 N SECTION 30; THENCE SOUTH 81f 40' 19' EAST, ALONG SAID WESTERLY EXTENSION, TO A PONT ON SAID MARGIN WHEN IS 142.30 FEET WEST OF THE NORTHWEST CORNER OF SVD GOVERNOR LOT A THENCE, ALONG SVD MARGIN ON A CURVE TO THE LEFT THE CENTER OF MWICH BEARS NORTH 27' 5W3E EAST WITH A RADIUS OF 330.00 FEET, NI ARC DISTANCE Of 147.00 FEET TO TIHE POINT OF BEGINNING; TOGETHER WITH AN LNDMDED 1/4 INTEREST N THE PRNATE ROADWAY BENG KNOWN AS SPORRY INNS, DESCRIED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SVD GOVERNMENT LOT 4: THENCE SOUTH 8B 04' 53' EAST, ALONG THE CENTERLINE OF SOUTH 190114 STREET RICHT-OF-WAY, 431.81 FEET; THENCE SOUTH 01' 55'OTWEST, 3600 FEET TO SAID PONT ON THE SOUTHERLY MARGIN OF SND SOUTH 1851 STREET AND THE TRUE PONT OF BEGINNING; THENCE ALONG A CUM TO THE LEFT NAVDIG A RHOS OF 50.00 FEET. AN MC DISTANCE OF 70.54 FEET THROUGH A CENTAL ANGLE OF 90 0000; THENCE SOUTH 01' 55 OT WET, 255.00 FEET; THENCE NORTH BE 04" ST WET, 4600 FET; MINCE NORM 01' 55'0T EAST, 25600 FEET; THENCE, ALONG A CURVE TO TE LEFT NANG A RADIUS OF 50.00 FEET, AN MC DISTANCE OF 70.54 FEET THROUGH A CENTRA ANGLE OF 90 00 DT; THENCE SOUTH 6W 0453' EAST, 148 FEET, MORE OR LESS, TO THE TRUE PONT OF BEDROOMS. DATES OP SURVEYS FIELD SURVEYS BY BARGHUISEN CONSULTING ENGINEERS, INC. CONDUCTED MAY 16, 2007 MID JANUARY 25, 2006 ALL MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME HORIZONTAL DATUM - BASS OF BEARINGS NAD SSR01) THE BEARING OF THE UNE BETWEEN THE WSDOT POINT ID NO6 136 AND 1384 TAKEN AS SOUTH 44'38'58' EAST, BASED UPON NORTH AMERICAN DATUM OF 1983(91) VERTICAL DATUM - BASIS OF ELEVATIONS NATIONAL VERTICAL DATUMOF 1929 • NSVD 1929 NAVD88 • NGVD29 +3.42' PROJECT BENCHMARK NGS N254, TAKEN AS ELEV. • 25.505 FEET EBRMATED EARTHWORK GUMMED: CUT • 500 oy PLL • 4,500 oy I 3 a 8 UTILITY CONFLICT NOTE CAUTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION DIMENSON AND DEPTH OF ALL COSTING UTILMES WHETHER SHOWN ON THESE PUNS OR NOT by POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE O 1-800-424-5555 AND THEN POTHOUNG ALL OF THE 'MISTING UTILITES AT LOCATIONS OF NEW nun' CROSSINGS TO PHYSICALLY VERIFY WHETHER CR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE IFCOCONARE FLCTS�SHOU SUR, HE THE CONTRACTOR SHALL CCON�SULTABS SUBJECT TO VARIATION. CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 1 N- S FIe:P:\12000s\12858\engineering \12858-01.dwg Dote/Tme:4/8/2008 10:31 A11 Scole:1'-0' = 1' 1' - 40' 0 20 4O 80 RET. DEMOLITION PLAN WELLS FARGO — CV OPERATION A PORTION OF THE GOVERNMENT LOT 4 OF SECTION 36 AND GOVERNMENT LOT 1 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M. 5100.11 ,�°CU\ .13 IE 0' CONE MAM.P\ FE 30' CONE EM1E01 E 10. COM IW511.5\ CPPANIp CATCH WON OPE II E' CAMP GAPE TIP AT711%.el M 1 D +HMP q0% M Cqm SPE Op 50. RT' OR. 0,1911 atm wuurc MO NAG NOP A. WISP �� \ \ uEWOR, 901111 Ot 85P3 0021.055—.5 ty_ II CLEARING LIM E 12. 111.22.57 Bmgx snMnwE BRIDGE smuCNH— SAMPAN ERIE ON PIECE POPPCOPPE LEGEND CLEARING LUIS EXISTING SPOT ELEVATION SANCUT UNE EXISTING ASPHALT TO REMAIN EXISTING ASPHALT TO BE REMOVED WIMJ .Ts9• EVATAPP 554111.), 51.40,1 x• N W-R3.M' IE E e e•ru N.22.52 CLEARING LIMITS (TCP.) EX. SIGNS TO BE REMOVED IX. FENCE TO BE REMOVED EX BLDG \ FF -26.8± PARCEL No. 94A tY COM .:,3111 21 72 N 5'. MEI ,F 2: CONC EA2A 410.1 PPM • WPC WAX %PPP 15 IF so.e' CCOW 9 10.15 ':WATER NUE !1 �' 1 1 ____1 1 1 1 _-A 1 1 1--11 1 1 --i 11‘. popA PPIA2E E 0' D1C 3519.52 1E IR• PVC N-tp.>W ORE DEPPOTOPP POO PPE \ Rn aR x IfIX• A26 Oa ESMT. op fa A z 0 W O U I o 8! u.co LL I 11 N W 8 LL = �N 66 31n n 1N cc • -1 N SL 00 Y v U H 6 N U Dote/Time:4/8/2008 70 S 11 1' - 40' O 20 40 80 WILr s•1.R6t• HANDUNG STRAP INSERT SHALL BE DIRTRAP, ULTRA DRAINGUARD OR APPROVED EQUAL OVERFLOW PROTECTION CONI RET, SKIRT HADUNC STRAP SEDIMENT COLLECTION MATERIALS OF CONSTRUCT/Ni FABRIC: APPARENT OPENING SIZE (AOS): GRAB TENSILE STRENGTH: PUNCTURE STRENGTH: MULLEN BURST: TRAPEZOIDAL TEAR: WATER FLOW RATE: PERMEABILITY: SKIRT: SOCK FILTER/SEPARATOR: DISPOSAL REQUIREMENTS CONSULT FEDERAL, STATE, AND LOCAL REGULATIONS FOR DISPOSAL OF INSERTS NEEDLE PUNCHED NON -WOVEN GEOTEXTILE MATERIAL. FABRIC IS RESISTANT TO ULTRAVIOLET AND BIOLOGICAL DECREDATION AND A BROAD RANGE OF CHEMICALS. INLET (CENTERED IN C.B.) BO US STANDARD SIEVE (0.180 MM) 200 LBS 130 LBS 400 PSI 85 LBS 110 GPM/FT2 0.38 CM/SECOND 24%38• 10'0 x 24'L EROSION CONTROL CATCH BASIN INSERT NOT TO SCALE \ SLOW RIME6\ .11 B ▪ SIX COAG .1101 - x• CCAs RIMIER) \ mhz.aaSF TTE I a B'CDN: n"1iA> EROSION CONTROL PLAN WELLS FARGO - CV OPERATION A PORTION OF THE GOVERNMENT LOT 4 OF SECTION 36 AND GOVERNMENT LOT 1 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M. 1. CONTRACTORS RESPONSIBILITY FOR MAINTAINING & CLEANING THE APPROACH ON A REGULAR BASIS. 2. IF DIRECTED BY THE COUNTY ADDMONAL QUARRY SPALLS MUST BE ADDED. 3. THE CONSTRUCTION APPROACH MUST BE LOCATED AT THE PERMANENT APPROACH LOCATION. 'C9'469 700. Nip R-25' MIN. T2, 4"-6' QUARRY SPALLS TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE Ra . „N/ (swamBTRE�1) CAWS MSN CPE x e• cone s•azx RCCA BMW NMX I _ II �UCOW MIXESI _ - 12- a«c .24.60 2"x2'x14 GA. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC IS USED RISER FABRIC MATERIAL MIN, 4•o4' TRENCH BACKFILL TRENCH WITH NATIVE SOIL OR 3/4 - 1.5' WASHED GRAVEL 2%4" WOOD POSTS, STEEL FENCE POSTS, REHM, OR EQUIVALENT 2'x2"x14 GA. WIRE OR EQUIVALENT. IF STANDARD STRENGTH FABRIC IS USED r/ - JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTATCH FABRIC TO POST II I I I I COUNTY MIN, 4"x4' TRENCH 6' MAX (POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED) 2%4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT Ma; FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE FILTER FABRIC FENCE FILTER FABRIC FENCE INSTALLATION NOTES 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JONTS. WHEN JOINTS ARE NECESSART, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A RCNIMUM 8 -INCH OVERLAP. AND BOM ENDS SECURELY FASTENED TO THE POST. 2. 11E FILTER FABRIC FENCE SRWL BE INSTALLED TO FIXLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 RICHES). 3. A TRENCH SHALL L BE EXCAVATED, ROUGHLY 8 INCHES WIDE AND 12 INCHES DEEP. UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE 5. THE STANDARD STRENGTH FLIER FABRIC SHALL BE STAPLED OR. WIRED TO THE FENCE AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA STRENGTH FILTER FABRIC AND CLOSE PET SPACING ARE USED. THE WIRE MESH SUPPORT FENCE MAY BE ELB6HATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY 10 THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE 5 APPLYING. 7. THE TRENCH SHALL BE BA KEELED WITH 3/4 -INCH MINIMUM DIAMETER WASHED GRAVEL B. ALTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABIL®. 9. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. NOT TO SCALE FRO WC ALAR MO OPER STORM SpA 1a ILUSUROORS OREM GRADING AND EROSION CONTROL NOTES 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC.) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONSTRUCNON ACIMDES, ESTABLISH THE CLEARING UNITS. INSTALL CONSTRUCTION ENTRANCE. AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES. 3. BEFORE ANY GROUND DISTURBANCE OCCURS. ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ES.C.) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MAINTAIN E.S.C. MEASURES ACCORDING TO THE ES.C. PLAN. 4. ES.C. MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN W PLACE SPITE FINAL SITE CONSTRUCTIONS COMPLETED AND PERMANENT SUSIUZATKN S ESTAB (SHED. 5. FROM NAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNSORTED FOR SEVEN DAYS OR MORE 6. FROM OCTOBER 1 THROUGH APRIL 20, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR TWO DAYS OR MORE IN ADDITION TO COVER MEASURES, 1HE CONTRACTOR SHALL a. PROTECT STOCKPILES AND STEEP CUT AND ALL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. b. STOCKPILE, ON STTE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. e. BY OCTOBER 8, SEED ALL MEAS THAT WILL MANN UNSORTED DURING THE WET SEASON (OCTOBER T THROUGH APRIL 30). MULCH ALL SEEDED AREAS. 7. FAILURE TO MAINTAIN ES.C. MEASURES IN ACCORDANCE WITH THE APPROVED MAINTENANCE SCHEDULE MAY RESULT IN THE WORK BEING PERFORMED AT THE DIRECTION OF THE DBBECTDR MD ASSESSED AS AN UDR AGAINST THE PROPERTY WHERE SUCH FACBTIES ARE LOCATED. B. DURING THE LFE OF THE PROJECT, THE PERMITTEE SFMLL MAINTAIN IN GOOD CONDEMN AND PROMPTLY REPAIR. RESTORE, OR REPLACE ALL GRADE SURFACES: WALLS, DRAINS, DAMS, STRUCTURES, VEGETATION, EROSION AND SEDIMENT CONTROL MEASURES, AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH APPROVED PLANS. 9. THE PERMITTEE SHALL MONITOR THE DOWNSTREAM DRAINAGE FEATURES, AND SHALL, WITH THE DIRECTOR'S APPROVAL, REMOVE ALL SEDIMENT DEPOSMON RESULTING FROM PROJECT -RELATED WORK. 10. ALL WORK PERFORATED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITTEE S REQUIRED TO MAINTAIN A SET OF APPROVED PLANS AND SPECIFICATIONS AND ASSOCIATED PERMITS ON THE JOB SEM WORK SHALL BE PERFORMED N ACCOR0.WCE WITH ALL FEDEA, STATE, AND LOCAL LAWS. 11. AS THE FIRST ORDER OF BUSINESS, THE PERMITTEE SHALL INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES PER THE ES.C. AND SHALL INSTALL THE DOWNSTREAM TEMPORARY ES.C. MEASURES BEFORE ANY DRE DISTURBANCE OCCURS. BEFORE THE TEMPORARY MEASURES ARE REMOVED, INSTALL AND ESTABLISH THE UPSTREAM PERMANENT E.S.C. MEASURES. 12. THE PERMITTEE SHALL AT ALL OME3 PROTECT SENSITIVE AREAS, THBR BUFFERS, AND ADJACENT PRIVATE PROPERTIES AND PUBLIC RIGHTS-OF-WAY OR EASEMENTS FROM DAMAGE DURING GRADING OPERATIONS. THE PERMITTEE SHALL RESTORE. TO THE STANDARDS IN EFFECT AT THE TIME OF THE ISSUANCE OF THE P(RMT, SENSITIVE AREAS, THEIR BUFFERS, AND PUBLIC AND PRIVATE PROPERTIES AND IMPROVEMENTS DAMAGED BY THE PERMITTEES OPERATIONS. 13. PERMITTEE SHALL ARRANGE FOR AND COMPLY WITH THE FOLLOWING: wRv m.q„_d 41•y cv CCM R:1ae6 DOUBLE MOO SAM (2) .0600 POB CO CE PFR DETAIL 2304\0 a. NOTIFY THE PUBLIC WORKS DEPARTMENT WTTON 48 HOURS FOLLOWING NSTAATION OF ES.C. MEASURES. b. OBTAIN PERMISSION N WRITING FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO MIRING THE E.S.C. PLM. e. MAINTAIN ALL ROAD DRAINAGE SYSTEMS, STORM WATER DRAINAGE SYSTEMS, CONTROL MEASURES AND OTHER FACIIJTIES AS IDENTIFIED IN THE ES.C. PUN. BRAE SILT FENCE PER DETAIL THIS SHEET(TYP.) SILT FENCE WOOL STRUL:IRE aN"USX BR00E s,.arIMMsw 6' GM w•u00 B X X2252 MWS LEGEND: CLEARING UNITS TEMPORARY CONSTRUCTION ENTRANCE CATCH BASIN INLET PROTECTION EXISTING SPOT ELEVATION Tac Sc .np SC OW CLEARING LINTS (TIP.) EX BLDG FF -26.8± P CEL No. 94A - MPORARY CONSTRII3TIOR .- E pSAY(CUT LIN PER DETAIL NIS SHEET THIS SHEET (TY • • • ..2502 San CONSTRUCTION SEQUENCE OR Al I 4 A 1. PRIOR TO CONSTRUCTION, OBTAIN ALL APPLICABLE DEMOLITION AND CONSTRUCTION PERMITS. 2. SCHEDULE AND ATTEND PRE-CONSRUCTON MEETING WITH CRY OF TUKWIA INSPECTOR, GREG VILLANUEVA (206) 433-0179. 3. LOCATE COSTING UTILITIES AND INITIATE COORDINATION WITH APPROPRIATE UTILITY AGENCIES. 4. FUG ALL CLEARING AND GRADING UMTS FOR PROJECT AS SHOWN ON THE PLANS. 5. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN ON PLANS B. INSTALL TEMPORARY ALTER FABRIC FENCE AS SHOWN ON PLANS. 7. CONSTRUCT WET/DEIENTION VAULTS TO ACT AS SEDIMENT TRAPS. R CONSTRUCT INTERCEPTOR DITCHES/DICES AND ROCK CHECK DAMS WHERE SHOWN ON PUNS. 9. INSTALL TEMPORARY CATCH BASIN INET PROTECTION AS SHOWN ON PLANS 10. A TIME LIMIT APPLIES TO ANY WORK PERFORMED IN THE CITY OF TUKWILA R.O.W. CONTRACTOR TO COORDINATE WITH CITY OFFICIAL FOR TIMING OF ANY CONSTRUCTION WTTHN R.O.W. 11. PROTECT ALL PROPERTIES ADJACENT TO THE PROJECT FROM SEDIMENT DEPOSIE N. 12. NO RUNOFF S TO LEAVE SITE WITHOUT TREATMENT. 13. CLEAR AND GRADE SITE ND AMEND ES.C. FACIDIES AS REQUIRED. 14. WHEREVER CONSTRUCTION VEHICLES ACCESS ROUTE CROSSES PAVED ROADS, CARE MUST BE MAKE TO MINIMIZE THE TRANSPORT OF SEGMENT MUD) ONTO THE PAVED ROAD. IF SEDIMENT S ONTO PAVED SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. 15. WITH EACH LAYER OF ALL MATERIAL INTERCEPTOR DITCHES AND T.E.S.C. FACILITIES MUSH BE GRADED ND MAINTAINED TO PROVIDE POSDNE SLOPE FOR DRAINAGE TO DISCHARGE POINT. 16. ALL DISTURBED AREAS AND ammo DITCHES WHICH HAVE BEEN EFFECTED BY GRADING OPERATION SHALL BE HYDROSEEDED UPON COMPLETION OF GRADING ACOVTIIES AND IN ACCORDANCE WITH GRADING ND TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES. 17. CONTINUOUS MAINTENANCE AND UPGRADE OF T.ES.C. MEASURES, INCLUDING DUST CONTROL, SNAIL BE PROVIDED AFTER FILL OPERATIONS ARE COMPLETED. 18. MAINTAIN ES.C. FACUTIES UNTIL ALL RISK OF EROSION/SEDIMENTATION DRAINAGE HAS PASSED AND PERMANENT STORM DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONAL DO NOT CONVEY SEDIMENT -LADEN WATER INTO STORM DRAINAGE SYSTEM. TEMPORARY EROSION AND SEDIMENTATION CONTROL FACERS CAN BE REMOVED ONLY UPON FINAL SITE STABLIZATON AND APPROVAL FROM THE CRY. 0 LJ Z i csi ae0DNR N < ^3N N N OD .Lai 1 g .7) 1'-40' 0 20 40 Bo = IN.1 =4J16 npi,'AMateAve. ki2 00-2013 -202X MOE rwl4a GRADING AND STORM DRAINAGE PLAN WELLS FARGO - CV OPERATION A PORTION OF THE GOVERNMENT LOT 4 OF SECTION 36 AND GOVERNMENT LOT 1 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M. \\\ MO WG tY0.\ .15WC 051 fl 22 E 510.951 WON MF29.42 M YfA9REHI9 MAYO PROPOSED LOT L.IGHf PER ELECTRICAL PLAN 23139„• MSS (so. ISOTH STREET) 110151100 .MA0 Mr urcY 200.110.2 m E 12' CMS 024.e3 20. POLE l xmc tt 70> C55. COSS EARTHWORK CONTRACTOR: NAIL ROUTE FOR IMPORT OF PRELOAD USING (5) TRUCK AND TRAILERS: START: FROM HIGHWAY 167 NORTH. TAKE THE SOUTH 180th STREET EXT TURN LEFT ONTO SPERRY DRIVE. END: 18035 SPERRY DRNE TUKWILA. WASHINGTON 98188 EMPTY TRUCKS WILL RETURN BY SAME ROUTE. E ,Y 5.22.52 MO WS WS NEW TYPE 2-48' 50MH WITH SOUD UD RIM -26.1 1E-19.25 D e N/WATER QUALITY WET VAULT (885120'x5' DEEP) MAX WS EL -22.75 STATIC WS EL -19.75 BOTTOM VAULT E1-15.25 FIELD LOCATE EXISTING HORIZONTAL AND VERTICAL LOCATION OF EC STOMA DRAIN INSTALL NEW CB TYPE -2 WITH SCUD UD RIM -25.5± IE=21.5(FIEID VERIFY PR/OR TO INSTALUTON) r l 1 \ ---1 1 1 = t I 7,114 \III\\ .,w ,,II„ \\\\\ I `� L. \ 1 \\\\\\\ \\ vi ��; \:III \�% \\\ \\\\\\ �\ `\\ \ \I \11\\\ \\; \� 6,0„.205:44.':\\\11\1‘‘\1\\1\ I I Ilam CE I I I \ 1\12\,,\.\,,l,\,,,,'111\ 25 LEe>EE ES'MTII PROPOSED \ (Z LOT LIGHT PER N PRELOAD NOTES: 1. PRELOAD PAD ELEVATION SHALL BE MINIMUM OF 3.5' OVER FINISH FLOOR ELEVATION AND SHALL BE 4' IN THE AREAS OF THE ISOLTAED COLUMN FOOTING AND BELOW THE VAULT AREA. 2. THE PRELOAD MUST NOT BE PLACED WITHIN 5 FEET OF THE OUSITNG BUILDING. 3. EXPEND THE PRELOAD AREA TO 5 FEET BEYOND THE EDGE OF THE PROPOSED BUILDING AS SHOWN. 4. IF ANY ITEMS OF POSSIBLE CULTURAL OR HISTORIC SIGNIFICANCE ARE ENCOUNTERED DURING CONSTRUCTION. WORK SHALL BE HALTED WITHIN AN AREA LARGE ENOUGH TO MAINTAIN THE ARCHAELOGICAL INTEGRITY AND THE CITY AND STATE OFFICE OF ARCHAEOLOGY AND HISTORIC PRESERVATION AND THE MUCKLESHOOT TRIBE SHALL BE IMMEDIATELY CONSULTED. 5. CONTRACTOR/OWNER IS RESPONSIBLE TO TV THE EXISTING SANITARY SEWER MAIN ALONG THE NORTH PROPERTY UNE PRIOR TO PRE -LARD AND SUBMIT THE RESULT TO CRY. ITS THE RESPONSIBILTY OF OWNER/CONTRACTOR TO MONITOR THE OPERATION OF THE SMTTARY SEWER MAIN DURING PRELOAD AND BUILDING CONSTRUCTION AND MAINTAIN SEWER FLOW AT AU. TIMES ANY DAMAGE TO THE E WING SEWER PIPE SHALL BE REPAIRED AND RECONSTRUCTED BY DEVELOPER PER CITY OF TOKWILA STANDARDS. A IV MONITORING REPORT SHALL BE SUBMRED TO COY AFTER FINAL CONSTRUCTION TO INSURE THE PROPER FUNCTION OF SANITARY SEWER MAIN. ELECTRICAL PLAN PROPOSED LOT LIGHT PER ELECTRICAL PUN PROPOSED LET UGIT PER ELECTRICAL PLAN PHASE 2 (UNDER SETA XIE-P6�AI1) 25.9 8 LF 2'.CPP \ 25.9 T.j1r./t17 7:itmuiwH'N 4.9 tiaalainCIMMIk w ..40x3 � IE=24.6PEP PROPOSED LOT LIGHT PER ELECTRICAL PLAN SPECIAL NOTE: THE GEOTECHNICAL REPORT PREPARED BY CEOENGINEERS FOR THIS SITE SHALL BE CONSIDERED PART OF THESE CONSTRUCTION DOCUMENTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF TIE REPORT FOR THE SITE BE OBSERVED AND COMPLETED DURING ALL PHASES OF THE SITE PREPARATION. ANY PROVSION OF THE REPORT WHICH CONFLICTS WITH INFORMATION SHOWN ELSE WHERE ON THESE DRAWINGS OR WHICH REQUIRE FURTHER CLAWIFlCATION, SHAM. BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR DETERMINATION. CONTRACTOR TO OBTAIN AND KEEP A COPY OF THE GEOTECINICAL REPORT ON THE SITE AT ALL TIMES DURING CONSTRUCTION. \ FS e rrc 5E-25,35 STORM DRAINAGE DETENTION/WATER QUALITY VAULT (20'x84'AU.5' DEEP) BOTTOM VAULT EL -17.0 STATIC WS EL -21.9 MAX. WS EL=24.5 80 LF 2' WIDE GRASS LINED SWALE 0 1.011 180 LF 2' WIDE RASSUNED SWALE 0 0.50% SLOPE IN FOR TO 5 L CURB BREA UNOFF CONY ALE 8 a a H I z 2 A A11 EXPIRES 9/2341/ PHASE 1 ESTIMATED EARTHWORK QUANTITIES: CUT- 600 cY FLL- 4,500 cy GECTECH REPORT PREPARED BY GEO ENGINEERS FOR 'WELLS FARGO TOC ANNEX' DATED APRIL 17. 2007. GEOENGINEERS, INC. 1101 SOUTH FAWCETT AVENUE SUITE 200 TACOMA, WASHINGTON 98402 (253) 383-4940 1 5 3 Date/Time:4/8/2008 loco AM 8 LU A? STORMWATER VAULT SECTIONS AND DETAILS PLAN VIEW SCALE: 1'-5' 5'x10' REMOVABLE GRATE //////////A ///---APPROXIMATE PROPOSED GRADE X12' DIAMETER VENT (TSP.) ALL FOUR CORNERS e IN • • MAX. W.S. EL -22.75 EEL --20.75 FFLE STARC W.S. 11-18.75 CELL 2 OF 13"'"18. S BOTTOM OF WALL EL -15.50 CELL 1 SECTION B -B SCALE: 1'-S' H 1'-2' V IE -18.0 NOTE: DCCAVATION FOR THE VAULT WILL LIKELY ENCOUNTER GROUNDWATER ACCORDINGLY, TEMPORARY EXCAVATION DEWATERING WILL BE RFDURED. SOFT, WET SUBGRADE CONDITIONS ARE UKELY TO BE ENCOUNTERED IN THE VAULT EXCAVATION. BETDW THE BASE OF THE SLAB ON THE STORM /ATER VAULT, DEOTEC H RECOMMEND PLACING AT LEAST 24 RICHES OF 2 -RICH MINUS CRUSHED BALLAST ROCK WITH A GEOTEDILE FABRIC FOR SEPARATION BETWEEN THE NATIVE SUBGRADE AND THE BALLAST. QUARRY SPALLS ARE AN ACCEPTABLE SUBSIRUTE FOR THE BALLAST. IF QUARRY SPALLS ARE USED, WE RECOMMEND THE GEOTOORE FABRIC NOT BE PLACED. THE SPATS SHOULD BE CAREFULLY TAMPED INTO THE BOTTOM OF THE EXCAVATION TO BRIDGE THE UNDERLYING SOFT, WET SUBGRADE SOIL VAULT ACCESS UD PAVED ROAD SURFACE BOTTOM OF UD ELEVATION -23.25 MAX WS EL..22.75 PIPE SUPPORTS: 3 080 GAGE BOLTED OR IMBEDDED 2' IN WALL0 MAX. 3'-0' SPACING (MN. ONE SUPPORT) FIELD VERIFY LOCATION FOR ATTACHMENT OF SHEAR GATE HANDLE TO WALL OF VAULT CLEANOUT SHEARGATE HANDLE TO BE HUNG FROM LADDER EASIER ACCESS TE IE -18.75 12' CMP STANDPIPE ORIFICE DA - 1 15/18' FLOW RESTRICTOR RISER - WEST VAULT uem NOT TO SCALE SECTION A -A SCALE: 1'-5' H 1'-2' V I 3 8 0 co J g >ao< p v 3 a I5 2 2LL co A EXPIRES 9/236 File: P:\ 111 II Ili F E n 12000A12858 e 24' DIAMETER sIAANHOLE ACCESS ♦�♦♦♦..�.�♦�.� •• ♦.. w..• REMOVABLE PANEL MADE OF STANLESS STEEL. WOOD. FIBERGLASS OR PLASTIC CELL 1 IE-1B.0�• • IE -17.75 �1r 20' - 5'xI0' REMOVABLE GRATE - CELL 2 A .0 o .. 58' . .. _ A, 30 12' IN r BB' i PLAN VIEW SCALE: 1'-5' 5'x10' REMOVABLE GRATE //////////A ///---APPROXIMATE PROPOSED GRADE X12' DIAMETER VENT (TSP.) ALL FOUR CORNERS e IN • • MAX. W.S. EL -22.75 EEL --20.75 FFLE STARC W.S. 11-18.75 CELL 2 OF 13"'"18. S BOTTOM OF WALL EL -15.50 CELL 1 SECTION B -B SCALE: 1'-S' H 1'-2' V IE -18.0 NOTE: DCCAVATION FOR THE VAULT WILL LIKELY ENCOUNTER GROUNDWATER ACCORDINGLY, TEMPORARY EXCAVATION DEWATERING WILL BE RFDURED. SOFT, WET SUBGRADE CONDITIONS ARE UKELY TO BE ENCOUNTERED IN THE VAULT EXCAVATION. BETDW THE BASE OF THE SLAB ON THE STORM /ATER VAULT, DEOTEC H RECOMMEND PLACING AT LEAST 24 RICHES OF 2 -RICH MINUS CRUSHED BALLAST ROCK WITH A GEOTEDILE FABRIC FOR SEPARATION BETWEEN THE NATIVE SUBGRADE AND THE BALLAST. QUARRY SPALLS ARE AN ACCEPTABLE SUBSIRUTE FOR THE BALLAST. IF QUARRY SPALLS ARE USED, WE RECOMMEND THE GEOTOORE FABRIC NOT BE PLACED. THE SPATS SHOULD BE CAREFULLY TAMPED INTO THE BOTTOM OF THE EXCAVATION TO BRIDGE THE UNDERLYING SOFT, WET SUBGRADE SOIL VAULT ACCESS UD PAVED ROAD SURFACE BOTTOM OF UD ELEVATION -23.25 MAX WS EL..22.75 PIPE SUPPORTS: 3 080 GAGE BOLTED OR IMBEDDED 2' IN WALL0 MAX. 3'-0' SPACING (MN. ONE SUPPORT) FIELD VERIFY LOCATION FOR ATTACHMENT OF SHEAR GATE HANDLE TO WALL OF VAULT CLEANOUT SHEARGATE HANDLE TO BE HUNG FROM LADDER EASIER ACCESS TE IE -18.75 12' CMP STANDPIPE ORIFICE DA - 1 15/18' FLOW RESTRICTOR RISER - WEST VAULT uem NOT TO SCALE SECTION A -A SCALE: 1'-5' H 1'-2' V I 3 8 0 co J g >ao< p v 3 a I5 2 2LL co A EXPIRES 9/236 File: P:\ 111 II Ili F E n 12000A12858 e 1' - 40' 80 „x. WATER AND SEWER PLAN WELLS FARGO - CV OPERATION A PORTION OF THE GOVERNMENT LOT 4 OF SECTION 36 AND GOVERNMENT LOT 1 OF SECTION 35, TOWNSHIP 23 NORTH, RANGE 4 EAST W.M. INSTALL t-10'x6' TAPPING TEE (a) I-8- GATE VALVE (FLxMJ) 16 LF 8C OCT. 1-5 1/4- IAV0 FIRE HYDRANT ASSY. CONC. BLOCKING COSTING SANITARY SEWER MIN TO BE REPLACED MRH 12- DI INSTALL; 1-10'x6 CATCH SAM TEFL TAPPING TEE( c e• wn_ s-xxv 1-8' GATE VALVE(FLrW CONC. BLOCKING rer.R Mg 01 C. Er ISE ms nr ISORI NO SEM, OR ( n' 35177 aw wum ($0.1001N STREET) exe /01EFIIVIC 13.4461,' SSCO RIM=26.5 IE -23.4 EIV -22.67 yU, rcooac �;6.4 IE WIC DOUBLE DtILI.AOR CHECK VAULT ASSEMBLY 1 \ ge 10$ 6 N. U Date/Time:4/8/2008 CITY OF TUCWLA WATHi GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH NE 'STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION; WASHINGTON STATE DEPARTMENT Of TRANSPORTATION AND AMERICAN PUBUC WORKS ASSOCIATION, WASHINGTON STATE CHAPTER. 1984 EDITION. IIAI>:IHER WTI11 NE LATEST EDITION OF NE CRY OF IUKVAA ENGINEERING STANDARDS. 2. AN APPROVED COPY OF THESE PLANS MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. IT SHALL. BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN CITY RIGHT-OF-WAY. 4. PRIOR TO ANY CONSTRUCTION ACfMTY, THE CITY OF 1UM17U ENGINEERING DEPARTMENT (4.33-1850) MUST BE CONTACTED FOR A PRECONSTRUCTION MEETING. 5. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS NE SOLE RESPONSIBILITY OF THE CONTRACT R TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHORN. AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILHES NO SHOWN HEREON WHICH MAY BE ANTLI.ILD BY NE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UTUTIES UNDERGROUND LOCATION SERVICE (1-800-424-5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE IMMEDIATELY CONTACTED IF A UTLIIY CONFLICT EXISTS. 8. THE WATER MAIN DSTWBUTION SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON RLE IN THE CITY OF TUKWILA ENGINEERING DEPARTMENT. ANY DEVIATION FROM NE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM NE PROPER AGENCY. 7. CONNECTIONS TO EXISTING FACILITIES SHALL BE SEALED OFF UNITE CONSTRUCTION IS COMPLETED. NO CONNECTIONS WILL BE ALLOWED UNTIL NE NEW WATER AWNS HAVE PASSED ALL PRESSURE AND PURITY TESTS. B. WATER MAIN PIPE, BEDDING, AAD TRENCH COMPACTION: A ALL WATER AWN PIPE TO BE CEMENT UNED, CLASS 52 DUCTILE IRON. CONFORMING TO ANSI SPECIFICATIONS A-21.51 (A.W.WA C151-76), OR LATEST REVISION. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO ANSI. A-21.4-74 (AW.WA C104-74), OR LATEST REVISION. B. PIPE JOINTS TO BE PUSHED -ON. MECHANICAL OR FLANGE JOINTS. C. All WATER TARN PIPE FITTINGS TO BE CEMENT UNED, CUSS 250 CAST IRON, CONFORMING TO ANSI. A-21.10 AND A-021.11-77, OR LATEST REVISION. D. ALL WATER MAIN PIPE BEDDING TO BE A.P.WA CLASS 'C'. E. ALL WATER WN CEMENT CONCRETE THRUST BLOCKS TO CONFORM TO STANDARD DETAILS SHOWN ON THE PUNS. F. ALL WATER MAIN TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 92% DRY OPTIMUM DENSITY PER AS.T.M D-1557-70 (MODIFIED PROCTOR) PRIOR TO TESTING WATER MAINS FOR ACCEPTANCE. 9. ALL WATER WIN PIPE 10' AND SMALLER TO MAINTAIN A MINIMUM COVER AT 36 INCHES BELOW FINISHED GRADE WHERE UTILITY CONFLICTS OCCUR, WATER MINS ARE TO BE LOWERED TO CLEAR. 10. ALL WATER MAINS SHALL BE PRESSURE ItETU) AND DISINFECTED IN ACCORDANCE WITH NE SPECIFICATIONS OF NE WASHINGTON STATE HEALTH DEPARTMENT AND CITY OF TUKWILA STANDARDS. ALL INSPECTION AND PRESSURE TESTING SHALL BE DONE M THE PRESENCE OF. AND UNDER NE SUPEIW1SION OF. THE CITY ENGINEER AND/OR HIS REPRESENTATIVE. 11. CONTRACTOR TO PROVIDE ROCS AND/OR TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE IN. 12. FIRE HYDRANTS: A ALL FIRE HYDRANTS SHALL CONFORM 70 THE CITY OF TUKWILA STANDARD PLAN NOS. W-3, W-4, W-5, AND W-6. B. ALL FIRE HYDRANT PORTS SHALL FACE PERPEIDICIA.AR TO CURB AND TOWARD DRIVEWAY AS SHOWN ON THE PLANS. 13. DOMFSHC WATER SERWCES: A ALL DOMESTIC WATER SERVICE UNES TO BE TYPE 'IC' COPPER. STANDARD DALVANQED. SIE& RPE, OR PVC PIPE. SERVICE CONNECTIONS SHALL BE IN ACCORDANCE WITH CITY OF NOW STANDARD PLAN NO. 202 OR NO. 203 (DOUBLE STRAPS AND CORPORATION STOPS). B. METER BOXES TO BE INSTALLED BY NE CONTRACTOR. O METERS TO BE INSTALLED BY THE CITY OF TUKWILA. 14. BELONGS SHALL NOT BE PERMITTED WITHIN 10 FEET OF NE SPRING UNE OF ANY WATER AWN. 15. ALL WATER CONS NOT IN PUBLIC RIGHT-OF-WAY REQUIRE 10 -FOOT WIDE EASEMENTS TO THE CRY OF TUKWILA. 16. ALL FITTINGS SHALL BE CAST RON OR DUCTILE. WITH FLANGED OR MECHANICAL JOINT CONNECTION, AND BE NE SAME NICENESS CLASS AS NE PIPE USED. 17. LIVE TAPS TO BE COORDINATED WITH CITY AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 18. ALL PIPE FITTINGS TO BE LISTED AND LABELED U.S. FOR FIRE SERVICE; INSTALLED, TESTA) AND FLUSHED AS SPECIFIED BY NEPA STANDARDS NO. 13 AND NO. 24. PROPERLY COMPLETED CONTRACTOR'S MATERIAL AND TEST CERTIFICATES ARE TO BE PROVIDED TO WASHINGTON SURVEYING AND RATING BUREAU AND THE CRY OF TUKWILA CRY OF TUKWIL.A SANTARY SEWER OHEtAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WTTH THE 'STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION.' WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBUC WORKS ASSOCIATION, WASHINGTON STATE CHAPTER, 1994 EDTTON. TOGETHER WITH NE LATEST EDITON OF NE CRY OF TUKWILA ENGINEERING STANDARDS. 2. AN APPROVED COPY OF THESE PLANS MUST BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. IT SHALL BE NE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN CITY RIGHT-OF-WAY. 4. PRIOR TO ANY CONSTRUCIION ACTIVITY, THE CITY OF TUKWILA ENGINEERING DEPMIMFM (433-1850) MUST BE CONTACTED FOR A PRECONSTRUCRON MEETING. 5. ALL LOCATIONS OF COSTING UTBIIIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY NE ACCURACY OF ALL UTURY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY NE MPLEMENTATKH OF THIS PLAN. NE CONTRACTOR SHALL CONTACT THE URATES UNDERGROUND LOCATION SERVICE (1-800-422-5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE IMMEDIATELY CONTACTED IF A UDUIY CONFLICT EXISTS. 6. THE SANITARY SEWER SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN NE CRY OF TUKWILA ENGINEERING DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WETTER APPROVAL FROM THE PROPER AGENCY. 7. ALL NEW SANITARY SEWER UNES SHALL BE SEALED OFF AT THE COSTING TRUNK CONNECTION POINT UNTIL ALL UPSTREAM CONSTRUCTION S COMPLETED, CLEANED. TESTED. CAMPED, AND ACA'TED BY THE MANHOLES AND UDS: A. ALL TYPE I - 48 -INCH MANHOLES SHALL BE CONSTRUCTED PER WSDOT/APWA STANDARD DETAIL 13-23A. WITH ECCENTRIC CONES. B. AU. MANHOLES SHALL HAVE A MINIMUM DROP OF 0.10 FEET BETWEEN INVERTS. C. ALL MANHOLES NOT IN PAVED AREAS SHALL HAVE LOCKING UDS. 0. T SHALL BE THE RESPONSIBILITY OF NE CONTRACTOR TO ADJUST ALL MANHOLE TOPS TO MATCH FINAL ASPHALT ELEVATIONS AO GROUND ELEVATORS IN LANDSCAPED AREAS. 9. SEWER PIPE. BEDDING, AND TRENCH COMPACTION: A ALL SEWER PIPE SHALL BE ONE OF NE FOLLOWING AS DESIGNATED: 1. P.V.C, CONFORMING TO A.S.T.M. S-3034, SOTS 35. 2. DUCTILE RON, CLASS 50, CONFORMING TO AW.WA C151. 3. PIPE MAY BE ANY OF THE ABOVE PROVIDED: A) PIPE JOINTS MUST BE OF THE SAME MATERIALS, AND B) WHERE A PIPE MATERIAL IS SPECIFICALLY SHOWN ON NE PLAN, THAT MATERIAL MUST BE USED. 4. MINIMUM PIPE COVER AT MANHOLES SHALL BE 8.0 FEET AND 5.0 FEET BETWEEN RUNS. E PIPE BEDDING SHALL BE A.P.WA TYPE 'F' WITH MATERIAL CONFORMING TO SECTION 9-30.7A(2). C. TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 92% DRY OPTIMUM DENSITY PER AST.M D-1557-70 (MODIFIED PROCTOR) PRIOR TO TESTING SEWER UNES FOR ACCEPTANCE. 10. SIDE SEWER LATERALS: A. SIDE SEWERS SHALL BE 6 -INCH MAYMUM DIAMETER AT 2.0% MINIMUM SLOPE B. SIDE SEWERS SHALL BE TESTED FOR LEAKAGE AT THE SAME TIME NE MAIN UNE SEWER S TulW. IF NOT TESTED TOGETHER, PROVIDE TEST TEES AT SEWER EARN CONNECTIONS. C. BLIA.DINGS WITH GREATER THAN 10 UNIT SHALL BE SERVICED BY ONE OF TIE FOLLOWING METHODS: 1. DOUBLE 6 -INCH DIAMETER SERVICES CONNECTED TO TRUCK BY STANDARD TEES OR VITO MANHOLES. 2. SINGLE 5 -INCH DIAMETER SERVICE WITH CLEANOUT, CONNECTED TO TRUNK INTO MANHOLES ONLY. (ALTERNATE CONNECTION METHODS ARE DEPICTED ON PLANS). D. ALL LATERAL CONNECTIONS TO SEWER AWNS SHALL BE MADE WITH A WYE OR SWEEPING TEE. 11. CONSTRUCTION OF DEWATERING (GROUNDWATER) SYSTEM SHALL BE IN ACCORDANCE WITH THE A.P.WA STANDARD SPECIFICATIONS. SECTION 61-3.02. 1981 EDHON. 12. WHENEVER SEWERS MUST CROSS UNDER WATER MAIN THE SEWER SHALL BE LAD AT SUCH AI ELEVATION THAT NE TOP OF THE SEWER UNE S AT LEAST 38 INCHES BELOW THE BOTTOM ON NE WATER MAN. 13. BUILDINGS SINN NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING UNE OF ANY SANITARY SEWER PIPE. 14. PRIOR TO OCCUPANCY, THE DEVELOPER SHALL GRANT 10' WIDE SANITARY SEWER EASEMENTS TO THE CITY OF TUKWILA 15. CLFANOUTS SHALL BE PROVIDED AT NE RICHT-OF-WAY UNE FOR LATERALS ENTERING THE PUBLIC RIGHT-OF-WAY. CONSTRUCTION NOTES AND DETAILS CITY OF TRRCWA-A STANDARD CONSTRUCTION NOTES PRIOR TO STARTING CONSTRUCTION, CONTACT ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS CONTACTS PROTECT MANAGER DESIGN ENGINEER: HAN 8 BARCNALISEN CONSULTING ENGINEERS OWNER: OTHER: GENERAL 1. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. 2. AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK. NOTIFY THE UTILITIES INSPECTOR AT 208-433-0179. 3. REQUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS IN ADVANCE BY CALLING 206-433-0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS 5. TAE CONTRACTOR SHALL HAVE NE PERMR(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT CCOOPPYY OF CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE -APPROVAL FROM THE OWNER NE ENGINEER, AND NE CRY Of TUKWILA. 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUMAILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR. B. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON-SITE 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL 10. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED !AND SURVEYOR. VERTICAL DATUM SHALL BE HAND 1989. HORIZONTAL DATUM SHALL BE WASHINGTON STATE (GRID) COORDINATES, NORTH ZONE. USING WAD 83/91 SURVEY CONTROL AND TIED TO ANY TWO COY OF TUKWILA HORIZONTAL CONTROL MONUMENTS. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, NE PERNTIEE SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. 12. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 13. RETAIN. REPLACE OR RESTORE COSTING VEGETATION IN RIGHTS-OF-WAY , EASEMENTS, AND ACCESS TRACTS. CONSTRUCTION NOTES 1. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. NE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PUNS, SPECIFICATIONS, AND ASSOCIATED PERMITS ON THE JOB SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE. AND LOCAL LAWS. PERMTTIEE SHALL APPLY FOR A REVISION FOR ANY WORK NOT ACCORDING TO THE APPROVED PLANS. 2. CONFERENCE WITH THE CITY'S INSPECTORCONTRACTOR SHALL (S) PRIOR TO BEGINNING GINN ANY WORK. 3. WORK IN ROADWAYS A ALL WORK IN ROADWAYS SHALL MEET NC 11 AND NE FOLLOWING: B. C. D. E PRIOR TO AM ACTIVITY IN CITY RIGHT-OF-WAY, NE PERMITTEE SHALL PROVIDE THE CRY A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION, ADDRESS AND DESCRIPTION OF TRAFFIC FLOW DURING THE WORK AND SHALL MEET MUTCO REQUIREMENTS. ALL WORK REQUIRING LANE CLOSURES MUST BE BY PERMIT ONLY. FROM THE THIRD THURSDAY IN NOVEMBER TO THE FOLLOWING JANUARY 2ND, NE DIRECTOR DOES NOT ALLOW LANE CLOSURES IN NE TUKWILA URBAN CENTER. FARE, PEDESTRIAN, AND VEHICULAR ACCESS TO BU2.DINGS SHALL BE MAINTAINED AT ALL TIMES. EXCEPT WHEN PERMITTEE HAS PERMISSION FROM THE BUILDING OWNER AND THE DIRECTOR TO CLOSE AN ACCESS. ALL ROADWAYS SMALL BE KEPT FREE OF DIRT AND DEBRIS USING STEELI SWEEPERS USE OF WATER TRUCKS FOR CLEANING ROADWAYS REWIRES PREAPPROVAL FROM NE DIRECTOR. F. INSTALL STEEL PLATES ODER ANY TRENCH, AT NW TIME WORK S STOPPED AND THE TRENCH S LEFT OPEN. UTLlTY NOTES ALL TRENCH EXCAVATION OPERATORS SHALL L MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4 -FEET DEEP. ALL TRENCH SAFETY SISTER SHALL MEET WISHA REQUIREMENTS. 2. POWER CABLE. TIBER OPTICS, AND TELEPHONE UNES SHALL BE IN A TRENCH WITH A 5' MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTLNTES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS-OF-WAY OR EASEMENTS AFTER ASPHALT PAVING. 4" MIN GR PROVIDE DRAIN ROCK AT PIPE END PROVIDE PVC DRAM AT PUNTER LAWPOINT .PI • ASPHALT EXTRUDED CONCRETE CURB DETAIL NOT TO SCALE 2' COMPACTED DEPTH CUSS 'B' AC. PAVEMENT 4' COMPACTED DEPTH CRUSHED ROCK BASE COURSE OR 2-1/2' ATB 12' SUBGRADE COMPACTED TO 95R TYPICAL PAVEMENT SECTION NOT TO SCALE IMENSIONS (In.)- WEIGHTS (lbs.) 4S-600 SERIES DOUBLE CHECK DETECTOR ASSEMBLY ire©Tribes �®�rlArnirr� r ..._ ruirartirum 1111111111 11911,1 neuririrmre PRINFIFFIPHIPPIITI PRITI Il3I, "t8L' eriiairriMITIrrI U111111 1111tE1111ti1 " ranntarta r il��l�'i I!1��7 lA •imesi earm esew, rte, eagle wow* sweet FLOW CURVES f."�M•t' •11.4•, 1 II:ri�a�)�IIaa jIIAEIW'1II C°� Cts nLt t.ln IYI hIII.I'1 5A1 TITIN I�IIU M"II-I .-•••• ar'" ceseiro -- o*,WF,aulplee. ins ply Mw em MIOw Rd. Mawr NC 2e25 Us& wasseatecamm 70/4112200 40-200 SERIES REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER DIMENSIONS (In.) -WEIGHTS (lbs.) Mae 8' P (W union end Wel C C (vel union 5' endWy M 1/4' 53/4 101/4 11 3/4 13 14 U2 Na Na e 72 314 Na 614 101/4 113'4 1313/18 15 1M Al. Na 6 7/9 3 3/4 Na 258 26'8 bbwwMa awn as b ,Mawr arts 6 3/4 101/4 11 14 1313'18 15 1/4 Na Na 8 v9 314 na 218 8 133/4 15 7/8 1812 205/8 1012 1372 D314 51/9 41/8 4 CHI IN 1518 173/8 21 23 1011/16 151/8 D3/4 6118 5 3/18 4 1/16 1 114" 11 1710 21 12 23 WAS 27 5/8 14 3/18 125/6 71/6 518 I hr 11 191/2 23 2032 30 1512 20314 125/3 71/6 8 d8 516 1 21 12 25 3'8 29 516 33 3'8 1634 221/8 125/8 712 7 We 616 crews.* kw ler weave Ona w ecateawm NCM,Mu5A3 raaacowarawiarme4 ...,+..•-e. ss'741 l Z.2°". 74:" ....,-w r. Job LttMon: 4S-600 SERIES DOUBLE CHECK DETECTOR ASSEMBLY Erylneer Tar: Representative: WIOleaSe Distributor. IPTION The Apollo. 4$.600 Serbs Double Check Debdor Assembly (Model CODA) Is 48lprod to Nevelt contamination of 6a Pamb water supply due to beck.wcna3e or 212121,82e (torn Mbetros that are mohesNh heads. The dMke c,MN1 of a 590*,e doubt Crock valve wkh a bIpms NO. The byTess consists of a water melee x101 an approved APa4o• double-check valve with AHONO ball valves as shtdN. The by-paes aeries b measure waw use of to to 3 ppm FEATURES Lg ATREIR mat my length Low pressure lose Module: dock Valves 00IVIQW *WMMlodedlval0w CorrosIon nslsteM epoay#WSNd ductile km body US ?Meets 85.711.341 and 08,343,618 MADE IN THE USA ems MATERIAL SPECIFICATIONS Body (mall**D (FOA) Bypses DC Bronx Covers 2 TSPS) yW °bd(FDA) Cowes (8'-101 Epoxy -cored (FDA) Drtea Iran Check Valves (2 %'S) G10ePlled NO0P. Check Valves (8'-1P) Broom 9pk1W Rainless Steel 50M au CNarambw+MbwD EPDM "fRRFORMANCERATING WSNHW Pnasue 175 psl empRVl/I5 Rrge 33'F -140'F I.So 5* Pleseun SSUp.1 11PPItOVALs ;, E.1048.CSA•Ia4.O. AUCs FCCCBNR UL'. FM'. LIAR teCByd NMYrk Apr,Fcre+es 10 redxw4l wM ,. ed FM Inmoces meet kWude IMaaenO'0ae Mut. *Mas. ( ORDERING INFORMATION 4S -60X -XXX METER OPTION SHUTOFF VALVES FLOW (OPTIONAL) 09-2X' 0 C-8' O 0-3' 0 E-6' 0 A-4' 0 0-10' EETLR OPTION 0 C -Colic leeUnNn O E-Oelrwnln O 0 -Less mew SHUTOFF VALVES 10w A 08/01 O 1 -Leas 5huFdf Valves (Ranged -end body) O 3- O56Y Flanged k O53Y Flanged O 8-OS&YRanged z NRS p/Me6 nM" O 7- OS&Y Fbn9 dz05&Y Grooved O 8- DULY °mondIOSUY Grooved O 10 -NRS plate L nut NRSPIets nuC' O LI -Flow (0151 elbows) Etesple: 43.030.319- 4. aim .3ll MOM n garland O04Y9roowd 3 pnmed2OMa/va1es (Moon alovsl. -NRB Ma Mab 6 nut paean nt.WN.102 %' ae•. Cao, M.N. ea Ill MM543IH w w. 158543 NC 25105 RSA wasimolasse22 1044414000 1,a~.men WW2 01107 Pop d2 nv.ee a..•.r 40.200 SERIES REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTER Job Location: Engineer. Contractor P.O. Number. Tp: Reoresedetiv: Vilhciesels Distributor SPECIFICATIONS The 2.2' Rtlwd P7MNa P,Sakw Beddow Prem./ MM be nyfoh'40.2005ede• Re yam rs shaft* ,mem,SMnes W America The bmw DIM MM be toms. chock vwns1rcht(c�M [WA erviv shall bebosom-neared vM ae.Pwele wows mw.. TM 3MrsMS ee3ryp MM be 5maSd Nora. and Me mantis wt dr sh9 be aeon rubber. Sr Apob• dmewc ehealt bM ashes MOI OMS weer. awl Swam. The mem* wevestcanternineem Maw pa weer yduee b6e e,w Or4 .sl l tom Sb5M,o.. eM rI,aaN Nan aae, sown reaves eice sans Be M.w,By she. be dw Srnd by dam F00061R wpm. ars FEATURES • RMIa.lt sub b.menials Mane meta.. • 1.0p•11021111•2 Ndmp aYwey• wNV • WItelonallint 12 WINE USA IF.•P.'71A� ORDERING INFORMATION 40-255-5.5 I OPTIONS SIZE YaTRAINER Y-STWN� 0 0- Wes (OI.n en0 01 -With Y.S0Yar I� 0 1-14' 04_X' 07-111' 0 3-14' 0 6-1' O e -r 0 3-H' 0 S-/ Y,' APPROVALS AWE. 1313 CW061.4, IAP140. USC'. FC000HR, Awe. cal 1, and UL Pow bse maw 01113/ PERFORMANCE RATING ...man Woking Room 176 pI N,Wost kTee Prose/4224W Temperance Rep 33'F -les F FLOW CURVES ± __ r. 'O62 nay on 18 a Mina 111���� 4bw<a5ww err 12114.1.181. Ill Ill 14MM.5IOL 2810511.1.2.2[6.2,2221,12.1.1-2222 `? `Z Ti S I A z • 9 J zQ O I- U Ili CI 8 8 O co 3 uf co a 8= O z5 ern w Zi N i1 N CO CO .E wg Daterfime:4/8/2008 • F A S a DOUBLE-WALL STORAGE TMK GRAVEL BACKFILL RETURNS r SENSOR LOCATED AT LOWEST PONT) ECTTON 5 GALLON CAPACITY LEAK CONTAINMENT ELL 5U 1/2- THICK EXPANSKN JOINT MAYORAL (TAP.) JUNCTION BOX DETAIL TRAFFICABLE MANHOLE 2 CTIMPRESSBLE FOAM VENT PRIMARY a SECONDARY PIPING LDUCTION VENT TURBINE ENOL. BUUA-HEAD MING SEE OCTAL ALL WATER MUST BE REMOVED. TANN SHALL BE INSTALLED IN A DRY HOLE I2 REINFORCED CONCRETE SUB W/#4 BARS 12 O.C. EACH WAY. SLAB TO BE POURED ON UNDISTURBED OR COMPACTED SOIL REFER TO NOTE 2 NOTES 1. DEAD MAN LOGS ARE NOT ACCEPTABLE AS A SUBSTITUTION FOR A REINFORCED CONCRETE SUB. 2. TANN SHALL BE INSTALLED IN A DRY HOE 3. ALL ACCESSORIES AND DEVICES SHALL BE HEAVY CUTT TRAFFIC TYPE. LIQUID LEVEL TANK ANNULUS PROBE ASSEMBLY RELEASE SENSOR OFUEL OIL TANK INSTALLATION - SIDE VEIW 1 SCBE: NONE FINISHED GRADE 1 l/2' FOS a FOR PIPING SECONDARY PIPING 24' MN. (TIP.) PROAOE NUMBER OF STRAP ANCHORS PER ACTURERS RECOMMENDATIONS (4 MINIMUM) TURBINE ENCLOSURE INTERIOR STAINLESS STEEL CLAMP DUPLE( TEST DONUT (SLOE OUT AFTER PRESSURE TEST) INSTALL HOSE SPRING GUARDS AT PIPING TERMINATIONS COMPRESSION NUT, RETANNG WASHER AND GASKET TURBINE ENCL05URE EXTERIOR SECONDARY PIPING PRIMARY PIPING TO GENERATOR ROOM OBULKHEAD FITTING DETAIL SOLE: KW (RUST ON ANT RERAN PPM SONAR, VENT PNAO SAM) 4 SPARE ALARM CABLES (3' LONG PIGTAILS) DUST/WATER RESISTANT HUB 1' SOLED eo PVC CONCUR TO TMIK ANNULUS RELEASE SENSOR MANHOLE BUTT SPUCE & ENCAPSULATE (TYPICAL) R'x6' NOM B JUNCTION BOX SHOW GROUND LUG IN JUNCTION BOX TANN ANNULUS RELEASE SENSOR CABLE CABLE GRIP FTTTINGS LIQUID LEVEL PROBE CABLE SECONDARY PIPING RELEASE SENSOR CABLE OTURBINE ENCLOSURE JUNCTION BOX DETAIL SCALE MOPE (COVER REMOVED FOR CLARITY) SOUD NOOK, SIMLE, CEMENTED SAID MID ONKEL (RU) COMPACTED GRAVELS 1/2:1 (BS) RECOMMENDED SLOPE FOR AVERAGE SOILS 1:1 (45') COMPACTED SHARP SAND 1 1/2:1 (33) WELL ROUNDED LOOSE SAND 2:1 (26') NOTES: GUYS, SILTS, LOOSE OR NON-HOMOGENU05 SOILS REQUIRE SHORING AND BRACING. THE PRESENCE Of GROUND WATER REQUIRES SPEC RL TREATNENT. APPROXIMATE ANGLE OF REPOSE FOR SLOPING O5 SIDE OF DIESEL TANK EXCAVATIONS BOWS NOTE T I I IJ SEE B• N. RI 5PNS SEE NNSFOS 450 KW I SEE FOR CONT. FOR COM. —T EMERGENCY I I GENERATOR I I I b L.I tautTRT1rTT�ISII�I�N I �Yrl: Y.L L 1'FOR a FOS N CONTAINMENT PIPE. OFUEL OIL PIPING DIAGRAM 2 SCARE: NONE OFUEL OIL TANK INSTALLATION - END VEIW 6 SCALE NONE ©COPYRIGHTCRAFT Terminal Sales Building 1932 First Avenue Suite 408 Seattle, WA 98101 206.720.7001 phone 206.720.2949 Fax www.craftarchltects.com MOAN N RAN* Z CO VJ LU Z CC acccc U. a� VJ J U0) W CONTAN GLUMAC 320SW WNM.P.. BL.UMN ND PordasiOl972114 1,503.117.5180 1,03.174.)674 vrv.Blmc07 C, T. KO NY.: 001A Cow. T. KOIJBAB4 *slumI.r..NW6NbIM61r 16 ISSUE 1100.07 SITE RE8USkirTAL 1208,07 BLA.D010 PEI1 T 8L MTTAI 4.8.08 BUO NO PEW RE8U13/4TTA Revisions: A4.08.08 BUILDING PERMIT RESUBUTFTAL Sheet Title: DETAILS ARCHITECTS 2007. THESE DOCUMENTS MAY NOT BE Date: REPRODUCED WITH OUT EXPRESS WRITTEN . Design: Drawn: PERMISSION BY CRAFT ARCHITECTS OR WELLS FARGO. Project No: Approved: 06/01/0'1 TEK. TEK. 20TW200IA Original drawing i5 24 Scole entities accordingly if reduced Sheet No: P6.1 COPYRIGHTS200B GLUMAC 06g4101 NSPDO 1 fititt 5 GALLON CAPACITY LEAK CONTAINMENT ELL 5U 1/2- THICK EXPANSKN JOINT MAYORAL (TAP.) JUNCTION BOX DETAIL TRAFFICABLE MANHOLE 2 CTIMPRESSBLE FOAM VENT PRIMARY a SECONDARY PIPING LDUCTION VENT TURBINE ENOL. BUUA-HEAD MING SEE OCTAL ALL WATER MUST BE REMOVED. TANN SHALL BE INSTALLED IN A DRY HOLE I2 REINFORCED CONCRETE SUB W/#4 BARS 12 O.C. EACH WAY. SLAB TO BE POURED ON UNDISTURBED OR COMPACTED SOIL REFER TO NOTE 2 NOTES 1. DEAD MAN LOGS ARE NOT ACCEPTABLE AS A SUBSTITUTION FOR A REINFORCED CONCRETE SUB. 2. TANN SHALL BE INSTALLED IN A DRY HOE 3. ALL ACCESSORIES AND DEVICES SHALL BE HEAVY CUTT TRAFFIC TYPE. LIQUID LEVEL TANK ANNULUS PROBE ASSEMBLY RELEASE SENSOR OFUEL OIL TANK INSTALLATION - SIDE VEIW 1 SCBE: NONE FINISHED GRADE 1 l/2' FOS a FOR PIPING SECONDARY PIPING 24' MN. (TIP.) PROAOE NUMBER OF STRAP ANCHORS PER ACTURERS RECOMMENDATIONS (4 MINIMUM) TURBINE ENCLOSURE INTERIOR STAINLESS STEEL CLAMP DUPLE( TEST DONUT (SLOE OUT AFTER PRESSURE TEST) INSTALL HOSE SPRING GUARDS AT PIPING TERMINATIONS COMPRESSION NUT, RETANNG WASHER AND GASKET TURBINE ENCL05URE EXTERIOR SECONDARY PIPING PRIMARY PIPING TO GENERATOR ROOM OBULKHEAD FITTING DETAIL SOLE: KW (RUST ON ANT RERAN PPM SONAR, VENT PNAO SAM) 4 SPARE ALARM CABLES (3' LONG PIGTAILS) DUST/WATER RESISTANT HUB 1' SOLED eo PVC CONCUR TO TMIK ANNULUS RELEASE SENSOR MANHOLE BUTT SPUCE & ENCAPSULATE (TYPICAL) R'x6' NOM B JUNCTION BOX SHOW GROUND LUG IN JUNCTION BOX TANN ANNULUS RELEASE SENSOR CABLE CABLE GRIP FTTTINGS LIQUID LEVEL PROBE CABLE SECONDARY PIPING RELEASE SENSOR CABLE OTURBINE ENCLOSURE JUNCTION BOX DETAIL SCALE MOPE (COVER REMOVED FOR CLARITY) SOUD NOOK, SIMLE, CEMENTED SAID MID ONKEL (RU) COMPACTED GRAVELS 1/2:1 (BS) RECOMMENDED SLOPE FOR AVERAGE SOILS 1:1 (45') COMPACTED SHARP SAND 1 1/2:1 (33) WELL ROUNDED LOOSE SAND 2:1 (26') NOTES: GUYS, SILTS, LOOSE OR NON-HOMOGENU05 SOILS REQUIRE SHORING AND BRACING. THE PRESENCE Of GROUND WATER REQUIRES SPEC RL TREATNENT. APPROXIMATE ANGLE OF REPOSE FOR SLOPING O5 SIDE OF DIESEL TANK EXCAVATIONS BOWS NOTE T I I IJ SEE B• N. RI 5PNS SEE NNSFOS 450 KW I SEE FOR CONT. FOR COM. —T EMERGENCY I I GENERATOR I I I b L.I tautTRT1rTT�ISII�I�N I �Yrl: Y.L L 1'FOR a FOS N CONTAINMENT PIPE. OFUEL OIL PIPING DIAGRAM 2 SCARE: NONE OFUEL OIL TANK INSTALLATION - END VEIW 6 SCALE NONE ©COPYRIGHTCRAFT Terminal Sales Building 1932 First Avenue Suite 408 Seattle, WA 98101 206.720.7001 phone 206.720.2949 Fax www.craftarchltects.com MOAN N RAN* Z CO VJ LU Z CC acccc U. a� VJ J U0) W CONTAN GLUMAC 320SW WNM.P.. BL.UMN ND PordasiOl972114 1,503.117.5180 1,03.174.)674 vrv.Blmc07 C, T. KO NY.: 001A Cow. T. KOIJBAB4 *slumI.r..NW6NbIM61r 16 ISSUE 1100.07 SITE RE8USkirTAL 1208,07 BLA.D010 PEI1 T 8L MTTAI 4.8.08 BUO NO PEW RE8U13/4TTA Revisions: A4.08.08 BUILDING PERMIT RESUBUTFTAL Sheet Title: DETAILS ARCHITECTS 2007. THESE DOCUMENTS MAY NOT BE Date: REPRODUCED WITH OUT EXPRESS WRITTEN . Design: Drawn: PERMISSION BY CRAFT ARCHITECTS OR WELLS FARGO. Project No: Approved: 06/01/0'1 TEK. TEK. 20TW200IA Original drawing i5 24 Scole entities accordingly if reduced Sheet No: P6.1 COPYRIGHTS200B GLUMAC 06g4101 NSPDO :A 8 TI15 -R-&-.2 V - 1 -4- T TOIN-5 . APPROVED AS N3TED The drawings affixed hereto have been renewed and accepted as meeting or exceeds^C n nimum rega ir,,ments of the Citi of lukaila Fire De::.,L'iireau of Fire __,FY_ ;_-_GfIL,_-- GALLDhl - _ - -�NUM8 Ft --�_ ARGN: _ -ARCNITEGT__ » =-_�_Disf• = DOWN- �__ ?.L,_-_ :TOtLLT ex$4.4U8'7' _ _ _----_ __ ___ - _ - -_NO. _-y__ __ -- - - -- -' s `- - - --_ - �--- ---- - -------�'TY�? - __"-" __., IN .--_ _ _ - mALY..,=�� aALVANI ZE _ __- ____; -__-=-_-_---- TY_PI G A L� _DR, _ _ _- ry - --0.c. - -- -- =f_ _ _ _ 73TUK---- eR IT15 H THLRNTA L-�___ DVV. tORAVVING3 :`-- GPNI _ _ _ . _GALLONS_" Pl_R NII- LTTE- T: ON CENTER ` _; ___ __ __ _..__ _-__� _� - __ _ __ _ ___ -_ _._. _ _ _- -__I: ` - -_ _»--OV - - - - -_____ `.:VENT, - - _ _ +_ LIN ITSTPER-1-CQUR-__--� _ �`--,� _-_ -_- �__ _ ;� _- _�- __ _ : rGFZ:_ _L3RlG:L& --_ -- -- OUTLET VELOCITY __ =V __ I- - _" _ = - _� _____---E�t,,l."___-_- _ v__ Y. HCl-_x/�_ __ ___r _y '__ ____ __ e _ _---------- - - Y_ _t _ - --____ _ ;=YALYG - v40 _ ___ - - -OAMPE:R _ -- - EN_ - _ _ ._ 1-CIGN P.D.- -_ PRE8.9URE _lOROP _ _ VOA__ _ �YOLUM&_ _ CM- -_CCJI3lc-F_EET OF_ -AIR- -EA, LAC -FT - _..r _-----_ ___-____- -` _- - -- _ _ ----VEL.- - - - - - -- T__ T. -_-.PGR Y INU_TE.__ L:���-_i=�L�YAT/ON-_ _ - _ h'./3. ,i-loza �3/E3ES' PRLSS. PRFsSSURE __--- yaLoGiTY_ ___ GEC----LLEL'I"F_31GAL - _ HP _ NORSePOWER PRS 1'�I'CE85URE RGGUCl1\fG_ _ _ _VE:NT. VENTILATION VENTILATOR -= - r ention. Additions cr revisions to these drawings after this date shall not be construed as being approved or view OCT 1 2 7Q7 A - - - _ CAP. LAPACtTY "" _ EDIT ��`/VTL�RING l -IR fIOUR VALYL VERT. �VERTtCAL - - _ - _ __ -- _ _ .-5. __.�`cATGN=fjASlNt- -_-= - aX-1ST. a)(15T1NG _� _ - _ l -ITR:; - NEATER - - _- -_ __ _ _ _ __-- _ _- VTR _ VENT Tl-IFiU ROOF .-G: _-7_ CEILING GRILLFE �- ___._._._....__ _ _ ________ ; _ _ _ __ _ /.j.tN, r HOT VYATf=FC _ _�_ PS /G 1�UND5 PER ,3C LlARE: _ - -_ C:T:- tROh! -_ - _ 1=' `-_--TFAI-1R6NHIT __ - _ -- - _ _- - - _---_ -_-1uCN GAGE :__L _ _ __ �I-__LAIA6TE - - - -- _ i __:--_-_:-c#‘457 47C42") 2" I-1'IC-aN InuVEREDpENTI-/OU6E -__ .�� CITY OF TUK LA BUREAU OF FIRE PREVENTION CLL. --- C IL:ING_.:____ - _F�C7__ __ALL/5N"CLEANOUT _-_ I.E. ___ _ INVE=RT ELt�VATIO/�!_ _ WTR, WATER = _ CO MP'R.OMPRESSOR -- -x:1.3.- -- - _- _3NV, _ INVERT - _ _ __ __ _ __ _ RA-_: ROOF ORA/N = - W.13. _ WET l3ULf3 .�'F1RE`OAMPe.e? CON _CONCR&TE_- - - - ____-�_ PL.00R ,VRAZ/V' _ .- _ _ 'SIN - K/LoVVATT- _ - _-`- - -RPM REVD .UT(ONS PER M_ INUTE _ IN.C. _-�WATGFZ CLOSET _ - A/R - _ - - _-_- _-----------"---_- -- - "-" __ �� _ __ __-_--OUTSIDE LONt;�""�GO>\CT1NUftj CCdNTROL- _ - _ - - - - --- _ :-,44L.---- RAW_LEADER _ _ ____� _ WGO 'WAL.L GLE<AA(GLtT _ _ __-- ,� ©HTR. _EON - c.-ro14 I=Fp �FUI�I�IEL._FL.OoR DRAiht - ` "LAV . LAVATOf?Y - _ 5 SOIL- _ __ -=. _ -_ _ -� W G _WATEF? GAGE - INTAKE. FLOW (TYI?, __` _ -Ci1W�--- COLO .kVATGR Y_ -_ -- __� &Lex.�Ft-SKZBLG _- __ `___ _-_ - _-= II -VG. _ _ __ _-_ LLG�A✓1Nc3 ___;_ __2cHED-_ zCNEOULG __ - --- P=LR _ T� _ _- - - _ = ' SD_ _ - _STORM ORA_ it•I-- - - - - - -FLOOR ____ 13:-�_ DRY__ f3ULr3 _-- ;__---- - +QPM �.F_E�srrP_ER-IY11NC�T_E<_____ - _- iR.--- _ L�/A/VIETGR - - - -- - 111 ------ _FEE FOOT �_- ---- - - w DISCH.- y1715C14AfRGE _ _- _ _- --- --_ _T.- FLIi0. �� FQ1�11 EL_�7RAIN `-_ __ -" _ MAX.- - - - _ _ MAX _MAXIMUM -- ---_. - OI -IT ,SHEET = _- - _ -_ _ = - - M.H. >- - mA�VNOLE _ -_ : - -5..r.-_ 7.- 5/NL& INLET - _ - - - -- - MIN.- _ - - MINIMUM -_ -_ _` __ "- - __ S.P._ _ _- STAT/CS URG -- - - -11 - �- _- _------ ' StGU Ail 4r LEL1 :S REFI, " ?OD SR'lIi1L113G : SVtIT oYi='`lallt. 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