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Plans — t .r . r ,„„,,, C 0 • - • ,i1. • ..,....... , .. ij .d `'+ �1 G 4 � RECEIVED 0 co t o s t o (1 ) \' 02D :* * - IL ..,-..8 . .„..... , .., .... „,, 0 E t— / iii /d�Ill l�I��11, �� t U ). V "'` 0 r., _I..: �' JUL '0cS • l I ,. U T ,2 CITY ®F TIGARD - La .., . CITY OF TIGARD a, f u `;, ,BUILDING OREGON .•, .. � . r , ti:� • r - ri 0 CI CI Q I 0 ° v LI ® - -( MARCH 2005 ` . k III I I I i I 1 i R_ I r/ I I,... , FON+ER I [ J L ' v ,_ Si PO INDEX OF DRAWINGS w I r 1,11- — I _ — I ; /" ALB E R tA 9. u r `,,,, = , CIKI I 0 r - DRAWING GENERAL DRAWING MECHAN I CAS I �� w „ 5 � 5 , PERRY °E Cl. a • % 4 - r ' ^ 1 G- I COVER SHEET, INDEX OF DRAWINGS AND VICINITY MAP 18 M-1 MECHANICAL FLOOR PLAN AND SECTIONS I ll �ARIa s I �' f Tie_ 1 r � � `' 2 G -2 LEGEND 15 M -2 MECHANICAL DETAILS - I I I ��& 4 , uLU II l , , � T �/ 3 G -3 GENERAL NOTES AND AE3BREV I AT I ONS 20 M -3 MECHANICAL DETAILS - III ■P "'jaw �� P 2 I M -4 MECHANICAL HVAC AND PLUMBING _ �� t Ii c„.,,,,,,, L \ FAIRHAVEN Si ca I QP` �� „, t C I V I L ELECTRICAL I I �' �u N LN (rALRNAYEN .0): `: ` CD Rost - �- P o rn • V v 4 C- I SITE PLAN, GRADING AND COORDINATE TABLE ” "' ' / - Olin - cvmEN ��_ L" � 22 E- I ELECTRICAL ONE -LINE DIAGRAM y - ` NILLYIEe 5r. 5 C -2 YARD PIPING AND PUMP TO WASTE DETENTION PLAN 23 E_2 ELECTRICAL SITE PLAN /r -N ,. ' • • CITY F TIGE !RD ! % - �^ _ T � � ® ® P N �� 6 C -3 CIVIL DETAILS - I 24 E -3 ELECTRICAL POWER /SIGNAL FLOOR PLAN , w• - NIGH TOR TIN n sr �I 7 C -4 CIVIL DETAILS -2 25 E -4 ELECTRICAL HVAC AND L 1 GHT I NG/RECEPTACLE _ I i 1 ' 1O MG RESERVOIR / / f Q — f , III 'ell,.:LV, I I / . / < lJ /1.-1 ? I u e" e 8 C -5 CIVIL DETAILS -3 26 E -5 ELECTRICAL PANEL SCHEDULES AND DETAILS �' z - t _ - 9 C =6 CIVIL DETAILS -4 27 E -6 ELECTRICAL ELEMENTRARY DIAGRAMS = III NOUN — t r I _ u r AR ANO a. , 28 E -7 ELECTRICAL CONDUIT SCHEDULE - „,. III BULL5 fTAIN r c, V IEW •\ t l r _ _ I I AI _ // / / / / / / D� I LRR LLCMs ICI ,, Cn . ARCH 1 TECTURAI INSTRUMENTATION Y " 41, " � '`� p. „ ° - O'' 'Y. ..�' -1 I EI 5, NEZ ��-� N. I 0 A- I BUILDING SECTIONS AND ELEVATIONS .H• cr III r N i KJ a —__� < p.; 11 • A -2 ARCHITECTURAL DETAILS - I 29 I - PROCESS INSTRUMENTATION DIAGRAM 7 111 = ,+ \ r - — � a ' III e` S +� . BULL �UN ROAD LN . 12 A -3 ARCHITECTURAL DETAILS - 2 ' "� STRUCTURA A\ TIGAb s i L I g a l $ \ �� ,.. 13 S- I ROOF AND FOUNDATION PLAN VIEWS \ - s oa P op. 23,335 — 11 14 S -2 SECTIONS AND DETAILS 3 \ \ Y� cuYl d � l sAI,L 15 S -3 CMU WALL AND STRUCTURAL DETAILS \ PRA CT KING C ITY Rork • �j ' 7 0 16 S - 4 CONNECTIONS AND STRUCTURAL DETAILS \ \ S, �raea� I , ONS 17 S -5 NE P I PEEPENETRAT I ON DETAILS - \ \\\ II Pop 2,015 /% , � Il D LJ L! Li‘ (9 \\\ _ \/ I I li t • qtr d ��..I, •lulu ) s * 0 1 j �jP� 1 0 � L I � �j� (), .1 3 � 2 \ \ R mN•ARn1 �, K �p _ �" i, �'' FL ppI C ,, c �vruz `OAK I� r eccr 1 J a.Ay . 017R11,61 aRl x 1t OAD RAOYAE r o ' m �EEF Hi B END t,\ P \� I "" j ` / o — AY $ R - L 1 c - B _ lfurray, Smith & Associates, Inc. Y 7 C "` ? � N:• CC • O , �� I. / AV E III 1tJ7�GMN0 Sl C m� J I -- gOY+.L -- nAN Lx Icy e 3� tngl l am e rs i i �� III � nla S 11 . 1 — L , r� = u a � I ��l�Nr" �i s _ s _ . _ , _ Groundwater Solutions Inc. a ; _ p e � •INI a� = _ --- _ 3758 SE Milwaukee Ave. Portland, Oregon 97202 me r �w MI C NZ. G ph:503. 239.8799 i ::503.239.8940 e: roundwatersoluuons.( ^m ■ I 21 S.I. Salmon, soli 900 eea¢ 22s �m 1 ;: o g VICINTITY MAP • P ya, Or n mot to s0- 225 -9022 a . , 4 a SCALE: 3^ =1000 0 I 1 t fi 03- 0603.204 • • _ I PIPE SYMBOLS VALVE SYMBOLS TOPOGRAPHIC LEGEND & NOTES pCISTING PROPOSED PLANT SCHEMATIC - PLANT SCHEMATIC 1 it I o I WELDED JOINT f 1 i --I } I BUTTERFLY VALVE WATERLINE - - - - 16 "W - - - - 16'W ELECTRICITY E E d 11 FLANGED JOINT ® GATE VALVE _ - - GAS - - a "G - - - - - - 4'G 0 4 0 GROOVED END JOINT >1 GLOBE VALVE TELEPHONE/TELEMETERY T T • ( {I MECHANICAL JOINT = —Del-- BALL VALVE CABLE TELEVISION - - - - - CATV - - - - - --CAN r J PUSH -ON JOINT (RUBBER GASKET) b IMO 0 BALANCING VALVE SANITARY SEWER LINE -- - - 8 "SS - - - 8'SS A SANITARY SEWER FORCE MA 1 N - - - - 6"FM - - - - BMA- il FLANGED COUPLING ADAPTER d DIAPHRAM VALVE STORM DRAIN - - - - - 8" SD - - - - - 8'SD ( Et FLEXIBLE COUPLING L10 d - O PLUG VALVE (TOP) DRAINAGE DITCH - - - ' - - .. - .. - ' - _ ( [ . - `ow ' FLEXIBLE COUPLING W/THRUST RING a ;I,., - - PLUG VALVE .(SIDE) CULVERT }- 113'0 - FENCE FENCE - x- .- x- . -x -x- - x- x- x x - x -x- ((7jIN d O I ELBOW UP ii - - - - - - - - - r jz i L - v1 � 3 -WAY PLUG VALVE CENTERLINE C ; ELBOW DOWN EASEMENT/PROPERTY LINE - p SWING CHECK VALVE ([©j 1 1 TEE LIP r �� - ��'� DOUBLE CHECK ASSEMBLY EDGE OF PAVEMENT /AC L \ \ CURB I:I TEE DOWN E BALL SWING CHECK STRUCTURE OR FACILITY 1 1 I I (... n IOI LATERAL UP p--E - 1 SILENT CHECK VALVE TREE/BUSH LINE 0 'I d 101 LATERAL DOWN ROCK WALL - -- • E • I PRESSURE REDUCING VALVE CONTOUR LINOR _ _ - _ - CONCENTRIC REDUCER � I HYDRAULIC VALVE W/P I LOT CONTROL CONTOUR MAJOR - 200 - X200 I. '�1 ECCENTRIC REDUCER F GROUND WATER WELL M.11 � � SOLENO 1 D VALVE 1 (0) 1 --III- UNION MANHOLE 0 0 , H f 1 m -- II BLIND FLANGE tfl--1 jl- RELIEF VALVE B LOW -OFF ASSEMBLY -• AIR RELEASE ASSEMBLY I -0 ) E 1' 1 fl ] CAP FIRE HYDRANT ASSEMBLY y� .� I-- NEEDLE VALVE 1� - I= I I LONG SLEEVE r THRUST BLOCK .. • - - - FLEXIBLE COUPLING HOSE VALVE UTILITY POLE - �_ V.1 r �{ REDUCED PRESSURE BACKFLOW GUY WIRE All- L CAPPED END OR PLUGGED END PREVENTER W /GATE VALVES CATCH BASIN/FIELD INLET 0 = I FITTING WATER METER ® ea N MISCELLANEOUS PIPING SYMBOLS SIGN 4 N SECTION AND DETAIL DESIGNATIONS I STRAINER CLEAN -OUT 0 O SECTION DESIGNATIONS DETAII DESIGNATIONS BENCH MARK SECTION LETTER DESIGNATION DETAIL NUMBER SIGHT GLASS , TREE DECIDUOUS C3 N PRESSURE GAUGE W /COCK TREE CONIFEROUS 0 0 SHEET WHERE SECTION IS SHOWN • SHEET WHERE DETAIL IS SHOWN • ( f rn PRESSURE SWITCH W /COCK LIGHT POST ti` SECTION LETTER DESIGNATION SURFACE ELEVATION + 176.63 + 176.63 DETA I L- d SCALE C)_. NV SCALE: DETAIL- f THERMOMETER FIN GRADING SLOPES Y 441v Y T *41y T o - SHEET FROM WHICH SECTION SHEET FROM WHICH DETAIL ROTAMETER SIDEWALK ?+ xig 4zr • o WAS TAKEN * IS CALLED OUT • I i , 2 - Eit - METER 0 A) o • NOTE: IF PLAN & SECTION FOR DET CALL -OUT & DET ARE SHOWN � I ON THE SAME DWG, DWG NUMBER IS REPLACED W/A DASH. l_/' PUMP M O O - - NO SHEET AS L, -,;..s TICE DESIGNED ,54c1�N°44;0 _ - o D )1 I MBE = Murra�Smith&AssoaateS,Inc. �� ASR 2 LEGEND r� o - DRAWN r /. w ► , , C = Engineers /Planners aTV OF TI GARD G- 2 up F THIS BAR DOES , - ��. q = oRE60N WELL HOUSE NOT MEASURE 1 JLH yp y �` - C g 121 Si. Salmon, Suite 999 PHONE 509- 225 -9 010 r % - Tt OT DRAWING S CHECKED E W g rK� Portland, Oregon 97204 FAX 503- 225 -9022 NO. DATE BY REVISION EXPIRES 6 -30-06 2 of 29 PROJECT NO.: 03- 0603.2041 SCALE: AS SHOWN DATE: MARCH 2005 o i GENERAL NOTES ABBREV L CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL COUNTY. STATE, AND UTILITY CONSTRUCTION 10. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL- HC.,ES_ ND ES - BUSINSFS AT ALL TIMES. ABAN ABANDON(ED) MATL(S) MATERIAL(S) PERMITS, AND SHALL CONTACT EACH PERMITTING AGENCY AT LEAST TWO (2) BUSINESS DAYS PRIOR TO PROVIDE WRITTEN NOTICE TO ALL PROPERTY OWNERS AT LEAST TWO BUSINESS DAYS IN ADVANCE AB ANCHOR - BOLT -- MAX— — MAXIMUM AC ASPHALTIC CONCRETE MFR(S) MANUFACTUR ER('S) j STARTING WORK. CONTRACTOR SHALL OBTAIN ALL REQUIRED LICENSES BEFORE STARTING CONSTRUCTION. OF WORK IN AND /OR CROSSING OF DRIVEWAYS. MH MANHOLE I ADPTR ADAPTER 2. THE LOCATIONS OF ALL EXISTING UNDERGROUND FACILITIES SHOWN ON THE PLANS ARE BASED ON A II. CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER 48 HOURS BEFORE STARTING ADWF AVERAGE DRY WEATHER FLOW MIN MINIMUM FIELD SURVEY AND INFORMATION SUPPLIED BY UTILITY COMPANIES. LOCATIONS ARE NOT GUARANTEED TO CONSTRUCTION, AND 24 HOURS BEFORE RESUMING WORK AFTER SHUTDOWNS EXCEPT FOR NORMAL AFF ABOVE FINISHED FLOOR MJ MECHANICAL JOINT AL ALUMINUM BE COMPLETE OR ACCURATE. THE CONTRACTOR SHALL VERIFY LOCATIONS, ELEVATIONS, TYPE AND SIZES RESUMPTION OF WORK FOLLOWING SATURDAYS. SUNDAYS, OR HOLIDAYS. CONTRACTOR SHALL NOTIFY APPROX APPROXIMATELY NPW NON POTABLE WATER • i OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTING NEW PIPING /CONDUITS AND SHALL ADJUST NEW THE ENGINEER A MINIMUM OF 48 HOURS PRIOR TO ANY TESTING OR REQUIRED INSPECTION. APPVD APPROVED NTS NOT TO SCALE PIPING /CONDUITS AS REQ'D. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY CONFLICTS NOT ASPH ASPHALTIC) SHOWN ON THE PLANS AND SHALL KEEP EXISTING UTILITIES IN SERVICE AND PROTECT THEM DURING 12. ANY ALTERATION OR VARIANCE FROM THESE PLANS, EXCEPT MINOR FIELD ADJUSTMENT NEEDED ASSOC ASSOCIATED OC ON CENTER CONSTRUCTION. WHERE INTERRUPTION OF EXISTING FACILITIES IS REQUIRED, CONTRACTOR SHALL TO MEET EXISTING FIELD CONDITIONS, SHALL FIRST BE APPROVED BY THE ENGINEER. ANY ASSY ASSEMBLY OD OUTSIDE DIAMETER . PROVIDE 72 HOUR NOTICE TO ENGINEER AND THE AFFECTED UTILITY. CONTRACTOR SHALL ARRANGE FOR ALTERATIONS OR VARIANCE FROM THESE PLANS SHALL BE DOCUMENTED ON CONSTRUCTION FIELD AWWA AMERICAN WATER WORKS ODOT OREGON DEPARTMENT THE RELOCATION OF ANY IN CONFLICT WITH THE PROPOSED CONSTRUCTION. PRINTS AND TRANSMITTED TO THE ENGINEER. ANY PROPOSED CHANGES IN CONSTRUCTION PLANS ASSOCIATION OF TRANSPORTATION MUST BE SUBMITTED IN WRITING AND APPROVED BY ENGINEER PRIOR TO COMMENCING WORK. OVHD OVERHEAD LINE 3. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF ORS 757.541 TO 757.571. THE BFV BUITENFLY VALVE PE PLAIN END CONTRACTOR SHALL NOTIFY EACH UNDERGROUND UTILITY AT LEAST 48 BUSINESS -DAY HOURS, BUT NOT 13. CONTRACTOR SHALL PROTECT ALL PROPERTY CORNERS, SURVEY MONUMENTS AND CONTROL BM BENCHMARK MORE THAN 10 BUSINESS DAYS, PRIOR TO EXCAVATING, BORING, OR POTHOLING. PERM PERMANENT BOT BOTTOM POINTS. SURVEY MONUMENTS OF THIS TYPE DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BO BLOWOFF PLATE AT CONTRACTOR'S EXPENSE, WITH APPROPRIATE SURVEYS FILED WITH THE COUNTY SURVEYOR. BV BALL VALVE P/L PROPERTY LINE 4. NO ADDITIONAL PAYMENT SHALL BE MADE FOR UTILITY RELOCATION COORDINATION OR DELAYS CAUSED LL PRESS PRESSURE f BY UTILITY CONFLICTS. ALL COSTS RELATED TO UTILITY COORDINATION AND RELOCATION, INCLUDING 14. THE CONTRACTOR SHA DISPOSE OF ALL REMOVED OR REPLACED MATERIAL AND EQUIPMENT IN PROP PROPOSED ADDITIONAL POTHOLING, ARE TO BE CONSIDERED INCIDENTAL AND INCLUDED IN THE UNIT PRICES OF THE ACCORDANCE WITH ALL AMICABLE REGULATIONS, EXCEPT THOSE ITEMS DESIGNATED BY THE OWNER CB CATCH BASIN PS PUMP STATION BID. FOR SALVAGING. SALVAGED ITEMS SHALL REMAIN THE PROPERTY OF THE OWNER, AND SHALL BE CHKV CHECK VALVE PV PLUG VALVE CAREFULLY REMOVED AND STORED AS DIRECTED. CHEM CHEMICAL PVC POLYVINYL CHLORIDE 5. UTILITIES OR INTERFERING PORTIONS OF UTILITIES THAT ARE ABANDONED IN PLACE SHALL BE CI CAST IRON PW POTABLE WATER REMOVED BY THE CONTRACTOR TO THE EXTENT NECESSARY TO ACCOMPLISH THE WORK. THE CONTRACTOR 15. ALL STRUCTURES, LOTS, SWALES, DITCHES, CURBS, FENCES, WALLS, MAILBOXES, SIGNS, POLES, CL CLASS SHALL PLUG THE REMAINING EXPOSED ENDS OF ABANDONED UTILITIES, UNLESS OTHERWISE REQUIRED BY GUY WIRES, PIPING, AND UTILITIES DISTURBED DURING CONSTRUCTION TO BE RESTORED TO CO CLEAN OUT RCP REINFORCED CONCRETE PIPE THE ENGINEER. EXISTING CONDITION UNLESS OTHERWISE SPECIFIED. CONC CONCRETE RD ROAD COORD COORDINATE RDCR REDUCER 6. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION AND SEDIMENTATION CONTROL DURING 16. CONTRACTOR SHALL PROTECT TRAFFIC AT ALL TIMES DURING CONSTRUCTION. ALL TRAFFIC COP COPPER REINF REINFORCE(D )(ING)(MENT) CONTROL MEASURES S HALL B E APPROVED BY CITY. COUNTY AND STATE AS REQUIRED AND IN PLACE CPLG COUPLING RESTR RESTRAIN( CONSTRUCTION (ANY TIME OF YEAR) PER THE REQUIREMENTS OF CLEAN WATER SERVICES, WASHINGTON CR CRUSHED ROCK REQ'D REQUIRED PRIOR TO ANY CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL R/W RIGHT OF WAY COUNTY AND THE OREGON DEQ. CV CHECK VALVE PLANS TO THE ENGINEER PRIOR TO COMMENCING ANY WORK WITHIN THE PUBLIC RIGHT -OF -WAY. CY CUBIC YARD 7. SURVEY CONTROL NOTES: TOPOGRAPHIC MAP WAS COMPILED BY NLV SERVICES INC. ELEVATIONS ARE SCHED SCHEDULE BASED ON AN ASSUMED ELEVATION OF 477.00 AT THE CENTER OF THE RESERVOIR ROOF. VERTICAL AND 17. CONSTRUCTION SHALL BE CONFINED TO THE WELL HOUSE SITE AND THE RIGHT -OF -WAY AS DET DETAIL SD STORM DRAIN HORIZONTAL CONTROL FOR CONSTRUCTION SURVEYING SHALL BE BASED ON TBMI IDENTIFIED IN THE SHOWN ON THE PLANS. WORK SHALL NOT ENCROACH BEYOND THE EASEMENT WITHOUT APPROVAL. DI DUCTILE IRON SHT(S) SHEET(S) r COORDINATE TABLE ON SHEET C -I AND ON A SCRIBE LOCATED ON THE RESERVOIR ROOF NEAR THE NW DIA DIAMETER SIM SIMILAR CORNER OF THE ACCESS HATCH LOCATED ON NORTH OF THE RESERVOIR. THE COORDINATES FOR THE SCRIBE ARE N: 5309.61, E: 4949.39, EL 476.38. IB. ALL WATER PIPE JOINTS SHALL BE MECHANICALLY RESTRAINED. DIM DIMENSION SL /SLP SLOPE DP DIAMOND PLATE SLV SLEEVE 19. WORK HOUR LIMITATIONS. ALL WORK SHALL BE CONDUCTED BETWEEN THE FOLLOWING HOURS: DWG DRAWING SPECS SPECIFICATIONS 8. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE PLANS AND PROJECT SPECIFICATIONS. DWY DRIVEWAY SPL SPOOL SQUARE WEEKDAYS: 7 A.M. TO 9 P.M. OR DARKNESS, WHICHEVER IS EARLIEST. SQ F7 SQUARE FOOT 9. CONTRACTOR SHALL KEEP AND MAINTAIN A CURRENT SET OF DRAWINGS ON SITE. CONTRACTOR TO EA EELEVATION KEEP ACCURATE "AS- BUILT" RECORD COPY OF PLANS. "AS-BUILT" PLANS TO BE RETURNED TO ENGINEER SS SANITARY SEWER LLB ELBOW SATURDAYS: 8 A.M. TO 9 P.M. OR DARKNESS, WHICHEVER IS EARLIEST. SST STAINLESS STEEL STATION AT COMPLETION OF PROJECT. SUNDAYS: 9 A.M. TO 9 P.M. OR DARKNESS, WHICHEVER IS EARLIEST. ELEC /E ELECTRICAL SS ST A STATE EDP EDGE OF PAVEMENT STD STANDARD IF THE WORK REQUIRES SHUTDOWN OF THE EXISTING WATER SYSTEM. SHUTDOWN SHALL BE LIMITED EQ EQUAL ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON TO WEEKDAYS BETWEEN THE HOURS OF 9 A.M. AND 3 P.M. EQUIP EQUIPMENT S/W SIDEWALK EXIST EXISTING TB THRUST BLOCK UTILITY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952 - 001 -0010 EG EXISTING GRADE TC TOP OF CURB THROUGH OAR 952 - 001 -0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE CENTER AT 503 - 232 -1987. FAB FABRICATE TEMP TEMPORARY FCA FLANGED COUPLING ADAPTER THRU THICKNE FD FLOOR DRAIN FDN FOUNDATION TP TOP OF PAVEMENT /TURNING POINT TYPICAL FIN FL FINISHED FLOOR TYP FIN GR FINISHED GRADE FL OO FLRE R D) VERT VERTICALLY) 1 FM FOROCE MAIN VOL VOLUME FITG FITTING VTR VENT THROUGH ROOF FTG FOOTING W WATER GALV GALVANIZED W /IN WITHIN WITH GR GRADE W/O WITHOUT c p GV GATE VALVE E WM WATER MAIN WS WELDED STEEL °., HGT HEIGHT WTRT WATER TIGHT HORIZ HORIZONTAL HWY HIGHWAY N ,r, ID INSIDE DIAMETR IE INVERT ELEVATION - up INSTL INSTALL I INSUL INSULATION z 7 LF LINEAL FEET I _ o, b H I K 0 v- 0 N O ^} 0 O 0 o SHEET 53 NOT ICE AS \S •t 0`� P F 0 o x 1 DESIGNED _ ; 4 - Murraysmith &Assoaate§,Inc, CA . w /4 �+ GENERAL NOTES AND /� BA H /DKH / _ _ l i1� SR 2 G -3 o °R`W" En /Planners F TIGARD ' ABBREVIATIONS F THI BAR - R ' '� _ — - — WELL HOUSE a Nor uEASURE i JLH • 'mos s = 121 SA, Salmau Suite 900 P90N6 503 2Z5 9010 EGON n o THEN DRAWING IS CHECKED 9 F k'SZfr. 1 — NOT TO SCALE Portland, Oregon 97204 F11 503 3 of 29 • N0. DATE BY REVISION owlRES 6 PROJECT NO.: 03- 0603.204 (SCALE AS SHOWN DATE MAF .. .— ,., Y 1 ` i 1 .. 1 I 1 I ' I 4 S l>, T YE�C� TAX LOT: 900 � SI TE ADDRESS: I A -- \\\ 12475 SW BULL MOUNTA RD .° i ! N I _ , - �� T I GARD, OREGON 97224 • I I I - RESEED ALL DISTURBED AREAS I REMOVE 30' OF 1 ,-- 4 f F 7 . ' -ai \ 1 (TYP) . HEDGE \ ( Gi. ``- '� � \ � f • 6j \ I CONSTRUCT NEW CONC DWY, SEE 1 .;{ y i /' STD DET CUT t.:: r. I N 4 � '.' EXIST CURB AS S 7 ? NECESSARY �,), \ \ -- , ' __T • DEMO APPROX 20' < I 'a OF EXIST CHAIN I l / / LINK FENCE I I '' 0 473 • a \\ i FURNISH &IN 1 • \ ° / ,/ • NEW 16' ROLL GATE - / / i ''II N \ r FURNISH &INSTALL :. ' U 4 ,t \s , ° _ 1 i 30' MIN NEW FENCE } :::: �� . EXTENT OF EXIST GRAVEL, CONNECT TO IXIST, "' \`,. , . REMOVE ALL GRAVEL STRIP '� UNDERLYING SOD & ROOTS ' DEMO EXIST DWY I CONSTRUCT NEW AC ACCESS \ . i B ENEATH WELL HOUSE DWY _ ' 13�' '_',. __ ROAD, SEE TYP CROSS SECTION ' � ' / AC PAD &GATE SHT C -6 &ACCESS RD �' �/ , PLANT 25' OF NEW ; ,:; F ; _ CONSTRUCT NEW WELL HOUSE © © - � � ,/ ARBORVITAE TO : } 27.6'x44' BLDG �� y/ � �' ,/ FILL THE SPACE I }: 3 -`__ e t :. :sQ':, - -_ 7 .' °� ' i CREATED. 3 TALL I ° = Ac •`_;` EXJ-ST AC PAD. P 7.R7TALLY---- _ - -___ \ - / ./ // ,, �i 30" OC z =_ _ �; ' ' : ' : 811R I ED , , i_ o mss ' _. \ �� , S. ' . . i CONSTRUCT NEW _ _ I O , — , - „' / , CURB TO MATCH — �:. �' I ,' / { , EXIST CURB �' i 0 PER STD DET ./ _ — 1 -- i 1111111111..- ---"11111111 �F sr // ATTACH NEW FENCE TO EXIST c \ \ / - - - _ ' e - t: I ,, 30' . 1 74::::: i ? rF . r (f u :.:: :.. REM VE HEDGE FROM VISUAL t'ii' : }::_i::i r: r:::; iirr:: :::":::; ; `":::::::.:" :::::: S ::.1 I I_... ',• — — ::::.:. -:::.. CLEARANCE AREA riiii::::"::"ii:: {::� ::: ii: ;"i::::;C;::::::ri :. :.::::.:::::.: .::::.::::::.:................. t 1 r ................................... ............................... 1 / / 1 _, .... ____ I 1 , 1 I ! 1 I 1 l 1 I o \ \` I / f / COORDI TABLE 0, ` \ / / / / ° •' l 1 1 �' POINT NO DESCRIPTION NORTHING FASTING ELEVATION 1 i N r - Di AC ® FDN COR 5055.23 4843.29 473.95 / _ O - - -' - O FG ®FDN COR 5055.23 4887.29 473.95 o L _ - - O AC ® FDN COR 5082.57 4887.29 473.95 M PLACE [�I� 6R4S i4�' aR 'A ■N5 O AC ® FDN COR 5082.56 4843,29 473.95 [7 1 SW BULL MOUNTAIN ROAD Os TP ®FOP 5097.56 4x87.31 473.65 Le v.K :: ti wow N ............. ................ F 'p2 0 T ® FOP 5055,23 4828,29 473,65 .............. ... b ' O TP ® EOP 5097.56 4828.29 473.65 ... 8 TC ® DWY Q. 5090,07 4815,41 MATCH ROAD ° — R/W----1 — O OF MH ®RIM 5044.41 4905.47 473.58 I ° ..- to Q. OF MH ® RIM 5052.64 4911,98 473,58 I 1-;:f' o _ _ _ _ _ / / I II TOP OF WELL CASING 5072.90 4880,96 475,71 ° _ - - - - - P LAN / I Iz H &T FOR TINI 5030,25 4991.69 479,68 -tr--- - - - RAW — � — .... SCALE I " =10' / 0 a ,q � [I, 0 NOTICE AS SV" PRg SHEET ` p D ,� , D E S IG O ND C v '(� _ €: � = MUrra�Smith�Assoaa�s 2 SITE PLAN, GRADING AND E n eers /Pl an nerso n �— D RA WN i . , 0 l/ /// i v N_ _ COORDINATE TABLE u0 F > , 6 CA < WELL HOUSE kro o M 71 DRAWING 1' CH Clan y o 9 F :do', = E _ 6 121 S.I. S a l mon, Suit 90 PRONE 509 -225 -9010 O 51 ON CO N T 0 L o NOT TO SCALE Portland, Oregon 97204 P 5 09 -225 -9022 4 of 29 -- • c/5 NO. DATE BY REVISION - £ ' 6-30-0a PROJECT NO.: 03- 0603.204 SCALE: AS SHO DATE: MARCH 2005 I 1 ' 1 1 :.....- • ID 1 I 11 1 1 WATER SCHEDULE 1 1 a >< a I : --- ..----- \ CUT INTO EXIST 12" D 1 PIPE FURNISH & I NSTALL: 1 ik ..---- I- I 2" TEE, MJxMJ . i I ID . ---- \ 1- I 2" BFV, MJxMJ I 1 • -- I 11 . ......................... .. \ • I -SOL ID SLV I ....... I . D___ - - I-- - -SS- • :. ..: FURN I SH & I NSTALL. 0 I-12" BFV, MJxMJ - , x l . 111/ TEM I NAT 1 N OF EX I ST LEC \ . . I • ..... .• 0 \ ....• • . if II .-* HI CONDU I TS, FIELD VERIFY'. \ 0 FURN I SH & I NSTALL: I - I 2" D I TEE, MJXMJ _ 1 III LOCAT I ON, SEE SHT E-2 .*-. \ I Bi 0 FURNISH & INSTALL %. \ 1-12" D I TEE, MJxMJ . . .. .,... .- \ 0 1-12" BFV, MJxMJ . -.• 1-2" STD BO ASSY I . • \ 0 ::::::: 6 IF ADD 1 T I VE ALTERNATE B ID 1 TEMS ARE CONSTRUCTED, AL I GNMENT OF SD I W I LL SHIFT \ 0 FURN I SH & I NSTALL: 1-12" BFV, MJxFLG 1 1 ...• . ..• \ FROM BASE BID ALIGNMENT TO THIS ALIGNMENT \ .-. -. 0 • CII %.-- '1I 5' MIN ADDITIVE . \ \ 0 FURN I SH & I NSTALL: I - 12 D I TEE, FLGxFLG 1 '-i'••*•:::..: • 0 .. \ 6' MAX Pa ALTERNATE \ \ I - FLGxPE SPOOL BID ITEMS 37, . .. h- 0 FURNISH & 1 NSTALL: - MIMI& 2' DI W \ -c, .......--------------------- \ \ 1-12" BFV, FLGxMJ 0 RESERVOIR INLET :1..:Amii , 11. CD •.. \ ' 7' u m \ \ SEE SHTS C-6 & S-5 :: .:: r ......::., r / ...... . 7, . _ 0 FURNISH & I NSTALL: I .. 10.5' 5.75' . • - • • -■ - . ; :•:-. •::-:: 0 I •-•,, - z 0 a TYP OF 4 z I- I 2" FLEX EXPANS I ON JT 1-12" DI SPL . ::•+::•: \ i 0 1-12" BEND, VERT, SEE SHT C-6 %-..1 .... .. G) ;::: I 1 •••• - :-1.- I I 1 I-TB FURN I SH & 1-12" X 2" TAPPED TEE, I -2" STD BO ASSY i e INSTALL MJxMJ :::.::::,. . , co i 111111111111 0 1-12" BFV, MJxMJ I 111311111111111111111E11111111111111111111111 ______,__:._ •::•::::::1. ......, 1111111111111111111111 (,,,,//1 12 11111111111111111111111111111111111111111111!/"111111111111111111111111111j 1 • 1 ........: A .., 1, 111 01100111111111111111111111111111? STORM DRA I N AGE SCHEDULE 0 FURN I SH & I NSTALL: ... ..' . w e ... .. PROPOSED D .. . . . . . .... \ 12" D I P IPE FOR PUMP TO WASTE ' I Z LIJ •.:1:: . - -....„ I ": ..... I WELL HOUSE I \ f.....A.,25) 11111111111111111111111111111111111111L .411 „...„... AD I FU 2 n i SH 90 1 . c I N STALL: < I \ gm: 11121-sl,„...........e.:, C1111111„111111111111111111111111111111111111:111:1 0 BEND, VERT W/ TB. SEE DET I I .............. - • ._ - SHT C-3 FOR CONT 1 NUAT 1 ON OF PIPE ABOVE - = 2 . "----/ L _ _ - - - - - - - ..... ..... . ----- –7— ' ------- — --------- == •=7:-----; Alic :"'.....4. .' .. .... :: - N5052.64, E49 I 1.98 - • I-- 1- IIIIIII1111111111111111111111111 1/4 - 1111111111111111111111111111111111 0 ................................ s SH L D O E R . 1 0F N G E R x E c Q A 'D vA A T L T O 0 N N G 1 5 0 0U.T ... ........... • CD ' ..), 1 Lr) < C\ I > I . CONSTRUCT NEW 42" I NLET MH FOR ONS I TE ' i - PROTECT EX 1ST HEDGE & FENCE DETENT I ON OF PUMP TO WASTE. i ,•,‘ E 0 R I M EL= 473.5 SHT C-3 .. - . .. . . .. .... ... . .. .. • .. : .. .... ........- . ..... ... . ... . ..... . .... ....... ... .. . . . .. .- . ... .. ... • •-.•••••:.• 48" OUTLET.. My; ..................................................................................................... C N5044.41, E4905.47 ... .... . ...... ....... .... . . ...... .. ... .. ........ . .... ... .... •.• .....-...... - .- ........... ' '-. - ..... • ... T , . . . . .. .. ... .... ...... .. ......::::. .............. ... . . . .. . ....... ............................. .. . . ... ..-...... . - — . .... .. ... CONSTRUCT NEW 48" MH FOR DISCHARGE OF PUMP TO WASTE WATER. . .. - I u-) RIM EL=473.5 I E= 467.9 _ -- f3 1 Co 1 •• -- • • • --• - •••••• • •• ••••• ........ ....... ... FURNISH 1 I 0 & INSTALL x uL G A T E D F rE = A E l iT la . 1 4 N I Z E D S T L i 1 N I 1 \ _ _ _______ _ _______ : 0 N T( A F2u0 12 )R W T C NA 1_ s l ARCHED i iv : EA 120 FT LONG W/ 42" ACCESS MH ..; ' Lc) iS' \ I 1 ..: \ 1 I Z \ I C) - 0 \ I :B C . J 0 \ I (. u z o < \ I _ —__ ---, m \ _ --- \ - --- NEW 71"x47" CORRUGATED ALUM I N I ZED STL 4 • ---.... \ _ --__ _ — _ --- ARCHED CULVERT P E=468.4. r0 __—__ _ _\-- — ----- — --. s - ---- — (2) REVD, EA 120 FT LONG W/ 42'' ACCESS MH " '34- TOTAL VOL 4,344 CUB 1 C FEET , . SW BULL MOUNTAIN OAD ......... .. _ _ .... ... __ ..... ( • (...) I I i ..... _ _ - - .. .... _ _ _ _ - - - - - SANITARY SEWER SCHEDUL (12 FURN I SH & I NSTALL: I ............. _ ..... _ _ — • NEW 36" CORRUGATED ALUM I N I ZED STL - o ...... -I 6"W ..... - -I-- - - ...... .... - - - - - - - - - . ... . - . . • . I- , ,:i .... I . _ _ _ ..... - . FURN I SH & I NSTALL: - - - - - - .......... " - CL - EANOUT TO GR CULVERT ROUND P I PE. I E=468.4. 3) REQ'D C D 1 F N2 U : R 9 N 8p 0 1 v S . ci H 1 s, & 4L A 61 . . ........ .- -_-‘ c., _r__________ .. _f ... " T- ..... ... . — — — — — — — — — — — — — — 111 — — — -I 2" SD- • • .. .. ... .. . ... . — - - - SS I E 0 CO=470.00 • - SLP=0.012 j . .. • ''-;.• 0 .. . . - . .. .. . 1 . .. . . 1 ..... . ..-.• ....... ' 0 FURN I SH & I NSTALL: <I. .. _ _ _ ...... . .. o . . ..• ....". - " . . LENGTH=63' SLP=0.173 EXIST MH R I M EL=475. 1 7, lE=467.70 1 ... .. . _ ----R/W---- CONNECT NEW 12" SD TO MH. NEW m % _--0--- ' 0 N5 I 24.63, E4806.84 .........• _. co . • • • • .............• ...- SD 1 E 0 MH=467.70 CH I P & RECONSTRUCT _ • • -.• .....• .. - • • - //V CONNECT NEW 6"SS TO EX I ST MH cv-....F-Z4T-...M4,- , 5-'• — — --R/w---1-- --, I PLAN . .... , NEW SS 1 E 0 MH=459. I ( CONSTRUCT NEW 42° MA I NTENA ACCESS MI-ic, 0 • • • SCALE: l'' = I 0 ' • • ' i ,e R I M EL 0 FG, SEE DET 2A, SHT C-3 a 1 ..........• .--/ ..........A..... i I ..:.. NOTICE ....—.........—....-1 1,:k PROite 0 AS - — NCE 4.; v''!'s:::*41. i ===-. -=--- EE = ug hfurrapnidiEssodates , Ix 77.4 SHEET DESIGNED n InngigiJ CADD d. c , I , , 1 /// g 7 ---1 = ----;-= ===_ Engineers/Planners .- ASR 2 YARD PIPING AND PUMP TO DRAWN j j IF THIS BAR DOES ,4_,, ii- -,-7,,-.__, =_-__:: 121 SI. Salmon, Suite 900 PER 503-225-9010 CITY OF TIGARD NOT MEASURE 1 JI..H LL HOUSE WASTE DETENTION PLAIN C-2 c, THEN DRAWING IS „.....OREGON CHECKED WE ...--- NOT TO SCALE NO. DATE BY REVISION Portland, Oregon 97204 FA/ 503_225_gon DP I RES 6-30-06 SHOWN I DATE MARCH 2005 5 of 29 PROJECT NO.: 03-0603.204 1 SCALE AS ri 9' -0. 1 PUMP TO 9 12" FLAP VALVE WASTE FROM WELL HOUSE - -- -� \i' 'II I I i PIPING, SLAB, �� L � �� /� I; i�l GRATE & FRAME PER 1 � / II j 1 BASE BID DETAILS � � • • CONNECT CHAIN I -ORIFICE IN II FLAP, I E =468.5 � W /DOUBLE CLEVIS CUT RISER TO SEE NOTE I . � - - FINAL ELEV - IN FIELD PIPE COLLAR " ' CUT RISER TO � 'r ® � � r ®v P, FLAP VALVE WITH ORIFICE 0 PLAN FINAL ELEVATION ( COMPACTED SUBGRADE SCALE: I " =I' -O" IN FIELD AS C 6„ I NECESSARY I J I 42" ROUND CMP RISER I MIN LIMITS OF COMPACTED iti DETENT ION P PES ' 1 GRANULAR BFILL ' L NOTE: I �_ 8'1 - L #4 ® 6" OC, EW SEE SEE 6 „ ^ I. FLEXIBLE JOINT BETWEEN PIPE RISER AND CONCRETE COLLAR TO BE SUFFICIENTLY RIGID TO PREVENT ANY NOTE NOTE CONTACT BETWEEN PIPE AND CONCRETE. 4 4 ` NORMAL EMBANKMENT r, �'" DETENT I ON SYSTEM I NLET MANHOLE F ILL ABOVE MIN z L ' 1 SLAB EDGE DETAIL SCALE: 'V2 "= I' -0" 12" COVER J . -A° SCALE 2 "= I' -D" FURNISH & INSTALL: � •— , FLG —% •. -- : . L_ _ � 2 -12" D 1 90" BENDS, ■ 1 -12" DI SPL, FLGxFLG, LENGTH AS REQ'D • :ImI `` I -12" D I SPL, FLGxPE, LENGTH AS REQ'D _1BI ■�� _ � �u- 1 �— ° PIPE ARCH = �� t ,,: SEE SLAB ' I� _�� "- EDGE o z FRAME F �� - "�'=_ �_ DETAIL cv MH GRATE & SEE DET I, SHT C -5 ° - 1 I` � � "" ' ' � �": M' �� ' I 1—_F7i Tom= �� J -1- - - L. EL =473.8 =1Fc I l T "W - / I NA TURAL �r.• UNCOMPACTED BEDDING -� , a ACCESS( \ CI SUBURBAN MH FRAME &LID 48" FLAT MN TOP - UNDISTURBED BLANKET, SEE NOTE 5 LADDER( \ L =472.3 EMBANKMENT ii, aaa t �..t 1 CUT RISER TO SEE NOTE I y ADDITIVE ALTERNATE BID ITEMS: FINAL ELEV ` CRITICAL BACKFILL ZONE, PRESSURE ON SOIL GREATEST HERE. a PIPE COLLAR -,C OVERFLOW PIPE IN FIELD AS a FLAP VALVE W/ CHAIN &ORIFICE NECESSARY INITIAL LIFTS OVER CROWN OF STRUCTURE AS INDICATED BY SHADED AREA TO BE S. 12 "SD FROM < FERNCO CPLG 10 I� COMPACTED TO REQUIRED DENSITY WITH HAND OPERATED EQUIPMENT OR WITH SMALL tt PUMP TO WASTE vw� 12" SD FROM DETENTION SYSTEM ��-4�r TRACTOR (D -4 OR SMALLER) DRAWN EQUIPMENT. DETENTION SYSTEM a r _ 4' V .0.1.."'''''---- Pe**,' v HRIE SELECT GRANULAR STRUCTURAL BACKFILL LIMITS. -. - - EL = a 8.4 t \ 1 2 SD `� DEPTH COMPACTED SUBGRADE 10 " o a ' N�E_S. EL =467.4 - FERNCO FLEX CPLG W/ 111111111111.1 SST STRAPS 42' ROUND CMP RISER I. COMPACT BACKFILL TO 90 PERCENT DENSITY PER AASHTO T -180, SEE SPECIFICATIONS. TO PIPE -ARCH r 12" CI M & H FLAP VALVE DETENTION PIPES 2. COMPLETE AND REGULAR MONITORING OF THE CORRUGATED METAL PIPE M r _ z W/ 12" LONG SPIGOT ARCH SHAPE IS NECESSARY DURING ALL BACKFILLING OF THE STRUCTURE. a 'i • E FLAP VALVE W/ CHA 3. PREVENT EXCESSIVE DISTORTION OF SHAPE AS NECESSARY BY VARYING COMPACTION &ORIFICE SEE DET 3A, THIS SHT METHODS AND EQUIPMENT. 0 v NOTE: NOTE: 4. MINIMUM SPACING BETWEEN PIPES SHALL BE THE LENGTH OF THE PIPE ARCH SPAN. ii v I. IF ADDITIVE ALTERNATE BID ITEMS ARE CONSTRUCTED, THE SLAB WITH I. FLEXIBLE JOINT BETWEEN PIPE RISER AND CONCRETE 5. MINIMUM BEDDING THICKNESS IS TWICE THE CORRUGATION DEPTH. MINIMUM BEDDING r o G AND FRAME SHOWN HERE AND ON SHEET C -5 WILL BE CONSTRUCTED OVER COLLAR TO BE SUFFICIENTLY RIGID TO PREVENT ANY WIDTH IS HALF THE CORRUGATED METAL PIPE SPAN. THE DETENTION SYSTEM INLET MANHOLE. PUMP TO WASTE OUTLET MANHOLE WILL CONTACT BETWEEN PIPE AND CONCRETE. - BE COVERED WITH A FLAT MANHOLE TOP SECTION WITH A CI SUBURBAN ° MANHOLE FRAME AND LID FOR ACCESS. 2. INSTALL ACCESS LADDER 1N RISER. CORRUGATED METAL P I PE-ARCH PUMP TO WASTE OUTLET MANHOLE MAINTENANCE ACCESS MANHOLE TYP I CAL BACKF I LL SECT I ON 9 ' ° SCALE: %2 I' -0° SCALE: ' /2 "= I' -0° SCALE: NTS 0 • o P ' NOTICE SHEET o AS 1 DESIGNED , PROfe — _ I M &Associates Inc, ��1� I DKH s _ _ _ - - �'.... 2 CIVIL DETAILS - 1 C- 3 0 DRAWN , r , ,, d - _ - - En gineers /Pl anners Cm' OF n6A co IF THIS BAR 00ES NOT M A I' JLH 121 S.T. Salmon, Suite 900 PHONE 503-225 -9010 o orr WELL HOUSE M o THEN O TO � SCALE 6 of 29 � CHECKED Ew •f p1 �' Portland, Oregon 97204 7 503- 225 -9022 �• ' - ' 6 NO. DATE BY REVISION EXPIRES 6 PROJECT NO.: 03- 0603.204 l SCALE: AS SHOWN' DATE: MARCH 2005 n . EXISTING D - _ I 6Aw \ OUTSIDE OF WITHIN MATCH WIDTH h GRADE - PAVEMENT PAVEMENT mr 00011.. NAruau F' R UNE t 06 As .A FINISH GRADE - VALV SOx TOP 510 '� SEE NOTE 4 ihhh. ., a¢nm eA4 unTF1LA. - � VARIES _ 18' CAST IRON 910 BOX SEE NOTE 3 r T < _ _ t I T.- I PROVIDE 24' BY � SEE I I I R 4' THICK CONCRETE F�iI�J�`� // NOTE 3 iii PAO (SEE NOTE 4) 5' MIN 2S 2 •X I oet• 19 • ( ■ 3 HAND TAMP BACKFlLL I. { -- _�_ ALK S I a g I ds G AROUND TOP SECTION I. • M MA%. 1 0 a [ i 2 " SO. NUT SCH 80 STEEL PIPE SHAFT A ' I OR 1• SOLID STEEL ROD • 6' 30' MAX I 6 T ` y fiJ} _ - L 6 L _ i � 12 I111 - 10 1 /8" MINIMUM ' MIN 1 I I 6 ASTM 3034 PVC I I(� [�/ 6- 1 /4' MAXIMUM OPERATING NUT EXTENSION IT am sV t E (SEE DE TAIL N0. 505) ROCK GUARD 1/4' STL. PLATE 3/4' R ° . TO 8E 5 3/4" DLAMETER 2% 4 E ' STREET ] ACCOMODATE MOVEMENT i OF SHAFT � � a' w B - MM'• Z , / - . 2 1 /2'z 3/e" LONG TO SUPPORT SHAFT COLLAR WELDED Y OF AGGREGATE OU1 OF RE B O iIii SECTION A- u S EEL F AT 3 A Z PS h 1 I II 6 X 6 10 GA MESH ASTM 3034 PVC PIPE SEE NOTE NO 4 � I \` \ \ / \ \ \ \ .. \ \\ \. s` 3'4 3'. 3 /8'x 2' LONG fr.- NOTES: \! /\ / / \ \ / 4 / ' \ \\/ 5'ELL SQUARE TUBE ? NOTES: \\ "%�� \\�/��\\ 1 1) VALVE BOX NOT TO REST �1 ON OPERATING ASSEMBLY. I 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI PETER 28 DAYS. ^tea r I . - srusuuTllLO, a IS As rrclesn - 2) OPERATOR EXTENSION { 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2" RADIUS ALONG BACK OF CURB. REQUIRED WHEN VALVE NUT _ IS DEEPER THAN 3 FEET 24 1.� 3 EXPANSION & CONTRACTION JOINTS SHALL BE 1/2' PREMOLDED ASPHALT IMPREGNATED FROM FINISHED GRADE. � - 1 f! f MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. NOTE: 3) CENTER VALVE BOX ON 1 l� . AXIS OF OPER. NUT. NOTE: l 4. 6' X 6' 10 GA MESH REQUIRED FOR COMMERCIAL DRIVEWAYS ONLY , ' 1, SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. Z. JOINTS TO BE TACK AND SANDED. 4) PROVIDE 24" SQUARE BY 4 ' THICK 1) EXTEND 2" NUT TO WITHIN le OF FINISH GRADE CONCRETE PAD AROUND VALVE I- 24"--I WHEN VALVE NUT IS DEEPER THAN 3 FEET FROM 3. SAWCUT SHALL BE TACK COATED WITH WTUMINUS ASPHALT EMULSION. BOX OUTSIDE OF PAVED AREAS FINISHED GRADE .. 1 -. "7. i AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD „,,,,,..o, NO SC..r I N 0 SCJLE AGUmN P. MOLLS NO SCALE .�.. scam ......... /,. - -o�_ r°,s'w r. m STANDARD 7 \ w�.R�* °° , ,-m TRENCH B RIT No. • �m ""°°m RED o•a •ATM P. DU AS a-m• s ..a* AL1'W P. DUMAS TYPICAL GATE o.c Na / '` ° -m ° °° OPERATING NUT DSO o. � �. .AR 1.M DRIVEWAY 142 - ® gm MAAC1. i..0 BACKFILL 180 a � WAw 10011 VALVE 503 m - r � l M, 1"° EXTENSION 505 WV Ora or IN SQUARE FEET) TI T° _ - -1_L - lll r 18' CASs IRON 910 BOXES I 12" BEHIND SIDEWALK II 'I II OR BEHIND CURB 1004 l y 7 6� f� 1 1 i .., �.,�. \;w \\ Tv. FINISHED GRADE �� 4. MAX 3 WHEN NO SIDEWALK � .- a > C C- �� is AS E REQUIRED )\ WANta/.d//I��UI O �I °-.. - e: 2' OR 1 1 /2" -5 P ` r 12- 2" BRASS o PLUG L ial METER PLUGGED TEE PLUGGED CROSS BEND PLUG OR CAP 1 MIN �. ` TYP GATE VALVE HAND TIGHT " � j I (SEE DETAIL N0. 503) 2' ADAPTER COPPER \ p•" - }p• SWEAT TO FlPT . iy' ♦ � -1: :1 _ - N .. 9 MI 2 COPPER TUBING g �„.-.i : i ,! 0 ,, � ' - ' ' --ti - r'-‘,. TYPICAL) R � ' ♦ = T!::�1i:'• ♦ - 7�� 1 ♦ + S a � COMPRESSIVE STRENGTH , . I 'y• . C.. r w / � •, . CONC. THRUST BLOCK . ' , Il�y L ..., i�� r F.6 3Y a_ ...- - ; .I ' ::.i . - 011 C T��a 2' FlG %COMPRESSION ANGLE .ITS-.-" EARTH- BEARIN AREA T . , ' . . I �� 7::12., ♦• a STOP (FRS 1 1/2 • APPLICATIONS) - s ••VT LITERAL PLUGGED CROSS - EE (C 80TH SIDES OF PIPE !• .,! � � (CONCRETE DIMENTIONS TIE R ODS WHEN ;: :1!.r\ SUP 2" ELL COPPER ARE MINIMUMS - SECTION REQUIRED. AS PER p - �Oj�� ' S' ,17 W %TAPPED CONCRETE THR (15T BLOCK (BEARING AREA OF THRUST BLOOM SCHEDULE T REFER 70 DRAWING N 56! MANUFACTURERS �? %1 T •.$q��y\l�S 2' TEE FO R BEARING DATA) 12 . RECOMMENDATIONS N �X\�' 2" TYPE BLOOM 2" ADAPTER COPPER • • COPPER PIPE FITTING BOTiEND, TEE. OR 45' 22 1 /Z' I1 i /4' BIN TYPICAL STRADDLE BLOCK SWEAT P IE R MIPT SRE (INDIES) PLUGGED CROSS BEND BEND BEND \I� {pl��r. TAPPED 2" (SEE DETAIL N0. 561) CONCRETE PR BLOCK PLUG, CAP 2 TAPPED 4 m .9 013 -- ' t.3. .j0>j • WA OR OTHER NOTE: TYTON JOINT PLUG OR i E L..�� ! 6 04.0 021 01.3 -- ' A REQUIRED . MAY BE USED IN PLACE OF RETAINER GLAND FITTINGS AS 1. THREADED BRASS PIPING M.J. CAP WITH MEGALUG L MAIN UNE 8 07.1 03.9 02.0 01.3 COPPER TUBING COPPER BENDS -' . -- . AS NEEDED 12 16.0 DBS 04.5 a23 ?Q , - .__ L PERMANENT / / 1 - - m - L 2 MIPT X COMPRESSION CORE 16 28.4 15S OB.D 04 O (SUPPLIED 8 THE CRY) 24 84.0 34.9 18.1 09.1 _, - �� u7 ' t. , UNDISTURBED RETAINER GLANDS r STREET PLUG OR O ABOVE BEARING AREAS BASED ON TEST PRESSURE OF 150 P.S.I. ANO AN EARTH (2) REQUIRED / EDGE OF PAVEMENT \ ALLOWABLE SOIL BEARING STRENGTH OF 1500 POUND PER SQUARE FOOT. TO 30" ` ED COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AND SOIL BEARING 0/�I�/\L�O\�/ �N� IN ,, / ✓ /,/ KU GATE VALVE STESSES, USE THE FOU.OYANG EQUATION - �' \ ■ \ \' y� . • Si / \ \jjp�\\j1 \jam ., I AND VALVE BOX . � t' -0' • - t .we AaAS - (1rsr rlem ¢rym) a (,soo/mE . 666 Mr.) ,, ( 66.) RETAINER GLAND DITCH UNE COMPLETE � �Qc \�� \\ : , , , e . 1 " -0' MI ,Y ,, NOTE NOTES I 2 -0" t 8 A -0 1� 1. STRADDLE BLOCKS REQUIRED WHERE UNES MAY BE EXTENDED IN FUTURE MIN. MIN. MAX. .�...I� w- - � t71 I 1. CONTRACTOR TO INSTALL MJ X TAPPED 2" TEES AT 90• ANGLES TO METER SEE DETAIL NO. 561 =1.2. L .. , U 2 CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH. / 3. KEEP CONCRETE CLEAR OF JOINT AND ACCESSORIES. LOCATIONS. HORIZONTAL & LEVEL I PLAN H� \y, 1 MIN. '' ,/ < 3 2. CONTRACTOR TO MARK LOCATION OF CORPS. WITH A 4X4 PAINTED BLUE. 4. THE REQUIRED THRUST BEARING AREAS FOR SPECIAL CONNECTIONS ARE SHOWN RETAINER GLAND(S) ��`‘? - , .: e.g. 15 INDICATES 15 SQUARE FEET BEARING ✓ AREA REQUIRED QUANTITY BASED ON PIPE SIZE 'ma O • I 5. F NOT SHOWN ERR PLANS, REQUIRED BEARING AREAS AT FITTING SHALL BE AS STRADDLE BLOCKS TO BE USED AT INDICATED ABOVE. ADJUST IF NECESSARY, TO CONFORM TO THE TEST 2 -O 18 I - PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS(ES) STATED IN THE 1. END OF LINE BLOW OFFS 10' N SPECIAL PROVISIONS. AND 2. BLIND TEES MIN MIN I O O 6. BEARING AREAS AND SPECIAL DETAILS SHOWN ON PLANS TAKE 3. BLIND CROSSES TEMPORARY PRESIDENCE OVER BEARING AREAS EAS ABS AN BLOCKING DETAILS SHOWN ON 4. VERTICAL BENDS - IT THIS STANDARD DETAIL SEARING AREA OF THRUST BLOCKS ARE IN SQUARE O FEET. CV Ann. '5 HR SCALE 0, ....SA PL. 5<Atf „ NO t ..ni.mrt NO SCALE PO I n � wvsnM P. VOWS �\ Acustw r. waAS i � , womoc ow.w�+. APUmM r. ouRUS \ , 0..... xr.A..on �m 2• STANDARD DWG. NO 57Q 2• & i -1 � one .o. / `. m amma m amma pf1n STANDARD THRUST am la ow .11...0 ona No. Acusllx r. wags .. m 6..... �.... -. a .® M`M. m STRADDLE BLOCK � ° L T � � ... . !ASH .8 BLOWOFF `; - o . Y � 111.8 WATER SERVICE 521 � � Fi �,;, .ie BLOCK 560 EP' 119A10 `° �' "• M,•�„�'wq 561 FJTT +�W9N0] ,,,,,,,�„� exmoi I an OF mate " 0 / . o - L j NOTICE AS (c l,FS) PROf _ _ SHEET 0 DESIGNED �s `�O1N = MurraXSnuth &Assoaates Inc ° HCM t 6" 4:1,/'* = T.,=-=.-.----==-_----- € _ _ ' CIVIL DETAILS - 2 C_ D �, p 1 aSR 2 C -7,- En eers /Planners C441 FnGAr� WELL HOUSE u _ IF THIS BAR DOES DRAWN �lI' /* �� aC• = i .. / i - T NO T MDR E ASU A URE I ' JLH 7 1 :94 44 .. - _ = 121 SJ Sa lmon, Suite 900 non 503- 225-9010 EGON o _ NOT TO SCALE CHECKED W , ' l pT'L Portland, Oregon 97204 FAX 503- 225 - 9022 LS • NO. DATE BY REVISION _ - UO'IRES 6_ Og PROJECT NO.: 03- 0603.204 [SCALE: AS SHOWN 1 DATE: MARCH 2005 of 29 t , : • . GATE POST • GALV P I P E GATE FRAME AND BRACING 4 . -0 I 4" OD (PIT) 2.375 OD-WELDED CONSTRUCT ION 3/4'' ALL ANCHORS r 3 STRANDS OF 4 3/4' R 6,_,-- EDGE ALL MEMBERS 5/8" x r 3' x 2- I /2" x 3/8' ANGLE /1-- PO I NT BARBED W I RE f . ' T 1--- ; '' ' _, 2- 1 /2" FLAT BAR A36 -\ A36 STL PER MANUFACTURER'S RECOMMEND AT I ON GATE OPENING NG SEE DRAWIN NG 6 .. -' =: :,...---- DRAINAGE BLOCKOUT I— • ' - 3' PE I.D. /PCLASTIC NG ' Ts. v I 1 PI WOUPU CC r , , . . a 16 w< a ROLLER ( 4 RE a . I • 11 . - _I ° I V D) 1 x x I . . . • a • • . 4 ° 0 0 ° ' • • . LLI 0 X 0 in— ' I& '- liral ■., n 0 0 „ . I .11 -, -mt 1 I I 1 : : .. ' 1 , 9 .1"1"1"1"riir ' CHAIN LINK ; ABR IC STRETCHER . k-r ----1 -,,- , - BAR I' !- -•d- k THE CROSS AT A DEP AST E F E r , . 1 1 4 N. II: ll NOTES: 3 ., ___1 I____ I I /2" _..] ._ 1. Ifil II BOTH ENDS 4'-0 1 /2" INSIDE CLEAR I 1. TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TANGENCY OF THE CURB Ar AT OTHER LOCATIONS AS REQUIRED TO UNIT THE SPACING ,o 1:// , TO A MAXIMUM OF 20 FT Is. I TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL A ..............1k AAA...AAA IkAs8 la..AAAAAA.6......A.. ■ . “. ■ El S ... : ..■mmmusAmnswneuneemsmwmmtmumemsamnswomszwommosnimiemmemme.w.mmaurAmmsemsawanmsm,munammwtewrewsmwms. _Is 40 0,4 1 , r- WITH A MINUMUM THICKNESS OF 1/2'. - H 2 1 /2" r 3" 0 L, i-1: 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART I Ii....... 1 fj ,,,, .4 :,.. :,. .,.?.. ,,,, .....,;; j",:%2AV :: *:!. - 7 k ,x,,,y./„):;, 4 ,.,... \ , ; ,,,, ; ,,,,,,, ,,,, WITH TH OF LE ONOURTH OF SECTIONAL ARA. X /'//‘ '; , >4 '': 4. CONCRETE BREAKING STRENGTH TO BE MOO PSI AFTER 28 DAYS. '', ' >./ .:; 7 1,, ', 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET 5/8 x 2- 1 /2 BOLT MAX AND MAX- OF 3 ET OM PROPERTY UNES. \—" " WELDED TO FRAME, TYP OF 4 I : ,-:, ,:, . 2: ::. , x 1: '..,,,N, ":- ':. 1 "•<• , '--.;,: - '.•/, „:'.: i ",•,, '`) ..\,,:.: t ./.„, 4" CLR- k•i.i. 1 2" ROUND SECTION ,', , ,t A i 4 i , I ::_.„:, i„,-,:: \N I 8" ROUND SECT I ON • "-. - "-•••;, — K4s , ' FOR 4" OD GATE KM POSTS N_QIE,1 I. GRATE AND FRAME TO BE HOT DIP GALVANIZED AFTER I. PROVIDE LOCK ASSEMBLY AND GATE STOP FOR EACH GATE, SEE SPECIFICATIONS. FABRICATION . WWI= eV MO SCALE KOMI P. WOOS ARIL iNZA=rst an ass STANDARD CURB MC. Ma • MAD:11 11101 MANHOLE GRATE & FRAME DETAIL e FULL CANTILEVER ROLLING GATE 0 -. , we ern or MOM =80= Awes we 1 25 SCALE: V'= I '-0" SCALE: NTS NOTES: - -MANHOLE DESIGN TO CONFORM WITH AS114 C-478 AND DRAVANC No. 010-SA 1., , NON-SHRINK GRIT STANDARD O CAST VON UT BRACE POSTS 3 STRANDS OF 4 POINT FRAIAE AN COWIN PER DRAINING 160-SA raNc BARBED W IRE r . STANDARD IAMPOLS L I NE POST GRADE getWirmilrii 0 10-0" TWISTED AND BARBED SELVAGE PULL POST BRACE POST _ El im.1 A' TERM I NAL END, GATE OR CORNER POST MN. OC MAX FINISH GRADE /cil - • 4 41W\ ‘2, V II ii . :t...:. ENCAPSULATED 5' ." WAMIIIIIIMENNIMMOONI II, IMINII•1•=1111•111111.11.11•1• 4 .. WAIEROCITT PIPE PLUG IM1.111 II 11111111 11 .... 11.1111111.1.111.11.1.1..IMIIMMIIMI I • • WITH STOPS NOTE: CLEAR OUT INSTALLAOCHS \ :^..: .:. / 1 iOINMIM==IMMMIMPINNIMIINNIMIMMIIIMMMIMIMIMIMIMII 1 • ARE UMHED TO EASEMENT . ..., ...----------------- 4 Ar,,- T --Ire. A --- - r I" :.:, AREAS. OR RAT RE ALLOAED 4 :.. :.:.,....r, _ ... . . .,•,. *0 • ,. ON A TEMPORARY BASIS N _ ;. ,,,., s - ie = 3 root A PVC ..‘ S * 4,44p PI RIGHT-OF-WAY . OF-WAY . P °EPIC' .1 nE17=ETE Ilk • TOP RA IL O' 4 SLEEVES TOP RA IL III P >' . , i 0 .4 "A. • .C> • IT - FABRIC BAND 40 I liir - STRETCHER BAR •• AP / , • 0 I • - N'' :f.i...i•—ir 'eN SANDED BELL FITTING Flif c'H-..E.-1 • 41p 40 %■ - .■ CHAIN LINK FABRIC * ''-. • *Ai ' )( L..1 -,5:„ .,.... ; / / ?::';' • • ," ' Ps, BELL 2 te/I4 In, ff,... _± NI" .b. --,..4,--:......------------••---..g‘ II " - - ''• 4tr, - • - 4, x 4 : 1 ,' AiN.41.41...6 AlIA. i Si li i riF PO kW 1 ' . .-n e : / •-•■ 4, < O' :I+ C:I III S 41 4 4 $) 110,11 MP _ isW Itt 4/040 IRO,: 4 r c..4 O' i W IRE - . 0 0 lo #7 TENSION *I. TRUSS ROD *45 : I . PVC SANDED ......,,,,- ..„..:,,,,:::„..,,,,.. . 41 ,...-...• 0 0. • ..... 0 P0-.43 TRUSS ROD 11• 4 •■ ra 1.. .... 44A. T titk. j gG. •ZiMt • - KORN9AND I '... STAINLESS INTERNAL t . N A . *::t9:?5.1•41° • --T— '..17 Alliaiii■Wai. 1.... INIMMOWATO ,-) 111 II ..f ■ PEEL BAND 3 ;;;/ / 2/. //12/. A a /////./7 2›: / A / 2 / '.‘' . T K.; , . ...,,,, ,,,,,,a,...., ea ,„,,„/,>s w , > ,/,,,/,,,, , , , ,v/A.,,,,z,v,„:.-/,/,,,,,,,,,,,f, --::::)/ NON-SHRINIDNO GROUT FOR CONCRETE PPE OGNSTRUCT CHANNEL ANO SHELF IN FIELD //' X _ 74 ....ir:::;411Willgit?..l: N iNTERCEPT rill >\ % TWISTED & BARBED %„••.• >•:.—•:. •",‘ • ' o K / SELVAGE 4 1 //: . cy, $.■ee I illm /- ■„%.,' > I ?>•:',%. •-- CONCRETE ENCASED ,\. ' N. 17 A/A--• SOTICAT OF WEE ;\ /,%/: \ ''.,. 7.1 >. K "2, 4 FOB PLASTIC PIPE 3/P-0 /` /'. > ...> ,//,.. > > . 0 CONNECTOR \ - 1 •'\\/>.. .- \ <\/A l'■ <.■ ROTE CONCRETE ENCASE ENTIRE WYE SECICN AND al BEND IF CONCRETE PPE KORNSEAL BOOT NDIE1 1 1 2" . . 4 1. INSTALL BARBED WIRE RE STRANDS EXTENDING NG OUTWARD FROM SITE. TE. _ ir,-. _... PRECAST CONCRETE STANDARD CLEAN OUT c, aeartWater Services MANHOLE BASE CleariWat:(r Services . DRAWING NO. 150 REVISED 02-03 Our commitment is elms. DRAWING NO. 020-SA REVISED 03-05 Our commitment is clear. CHA I N L I NK FENCE 41 , , o SCALE: NTS • ..-- . o a ' , T NOTICE IV PROF _ SHEET AS 1- :.-i l (4 o X 1 DESIGNED . ... 4C4°Ini t Vy = = r---. =-7-7- ---:---- MurraySmith&Assoa'ates Inc. (Alt. a 4 ' 59E3 • 1 ,... - . E _.-7-_- _ _--.E ,•';1 DKH — ' 1 ASR 2 CIVIL DETAILS - 3 C-5 - co DRAWN i '...4.ke E - =7 = 1 = - t. -- . -,---_ Engineers/Planners I CRY OF TIGA) IF THIS BAR DOES f . 0 / NOT MEASURE I. CHECKED JLH - 7 11, vt T T, 1 7 .- - = 17------- Tf--- 12I S.T. Salmon, Suite 900 pog 503-225-9010 WELL HOUSE , (3 ... REG°N ,-) c) ThEN DRAWING IS NOT TO SCALE 114 'il' S '0 - Portland, Oregon 97204 FAX 503-225-9022 , , 8 of 29 •• NO. DATE BY C., REVISION IDCP IRES 6 PROJECT NO.: 03-0603.204J SCALE: AS SHOWN I DATE: MARCH 2005 RESERVOIR INLET ROOF SUPPORT, 12" SPL LENGTH AS REQ'D SEE DET I, SHT S -5 HEAT TRACING AND INSULATION 12" 90 LONG RADIUS BEND NOT SHOWN FOR CLARITY 12" LONG RADIUS 90 BEND 12" SPL, LENGTH AS REVD , I NSTALL 2" THK INSULATION SEE NOTE 6 AND SHT S -5 �— 12" CLASS D FLG (TYP) ON ALL EXPOSED PIPING (TYP), � � SEE SPECS RESERVOIR INSIDE SLOPE �; 12" SPL NOTES: LEN S REQ'D SPL, LENGTH AS 12" SCH 40 STL PIPE, 0.00618 ° RADIUS = 221' -0" SEE NOTES 4 k 5 I. CONTRACTOR SHALL FURNISH AND INSTALL 12" FLEX EXPANSION JOINT APPROX EL= 476.33' FITTING, MJ x MJ WITH 8" EXPANSION CAPACITY_ INSTALL PER ! - HEAT TRACING CONTROL INSTALL HEAT TRAC ON 80X, SEE DET 1, TH t S SHT MANUFACTURER'S INSTRUCTIONS. ENCASE FITTING WITH POLYETHYLENE ALL EXPOSED PIPE (TYP), LOOSE ENCASEMENT SUCH THAT POTENTIAL EXPANSION /CONTRACTION OF :, SEE SPECS AND ELECTRICAL SHTS JOINT IS PROVIDED FOR. PROVIDE 8" MINIMUM BEDDING FOR FITTING. f OVERFLOW EL= 474.1' '�— � Q RESERVOIR WALL ,� 12" INSULATED FLG 2. INSTALL CONCRETE THRUST /SUPPORT BLOCK AGAINST UNDISTURBED ' - N 1 n v z ; SOIL WITH DIMENSIONS SHOWN WITH MINIMUM THICKNESS OF 8 ". BLOCK - APPROX EL =471 SHALL ENCASE VERTICAL 12" 90 BEND SUCH THAT CONCRETE WILL NOT I ' ° - `- f STL LIMIT ACCESS TO FITTING BOLTS. A NO. 5 REBAR STIRRUP SHALL BE •• . ■ INSTALLED OVER THE BEND AS SHOWN. REBAR SHALL BE INSTALLED PER TRENCH BACKF I LL .• DI ACI. CONCRETE SHALL BE 3000 PSI. • "i 12" CLASS D S E SHT C -4 I y �� 3. ALL JOINTS SHALL BE RESTRAINED. `i�`i TRENCH BACKFILL > ` 12" DI SPL, PE,� 12" MEGA -FLG .p�v p 4. STEEL PIPE FABRICATION SHALL BE PER SPECIFICATIONS AND COMPLY u �� r LENGT AS REO'D ��o�� WITH ANSI /AWWA C200 AND AWWA M- I l COMMERCIAL STANDARDS. 10 MG RESERVOIR WALL ° �!)� °` Z W/PRETENSION WIRE f ` � ' O D , M A 5. FOR COATING OF STEEL PIPE AND STEEL PIPE LINNING, SEE ` c��`� ^��`� SEE SHT C -2 , 12" DI 90 BEND, MJ 1 °h SPECIFICATIONS. 30" �� r 6. CONTRACTOR SHALL CORE DRILL AND CUT OPENING FOR INLET PIPING ` ■ Ills lin 11 WHILE RESERVOIR REMAINS IN SERVICE. SEE SPECIFICATIONS. SEE I SHEET S -5. APPROX C EL= 467.3' 075 ®12" OC a FIELD VERIFY „ III' 105. EA WAY N 7. DURING NORMAL OPERATION, WATER LEVELS OF RESERVOIR ARE G: APPROX I MATELY BETWEEN ELEVAT I ONS 473.0' TO 465.0' W I TH OVERFLOW r p °o o 0 , . ' 4 ELEVATION AT 474. I', CONTRA SHALL COORDINATE WITH OWNER fN € "°°' S w .• r�i' ADJUSTING WATER LEVELS PRIOR TO INSTALLING INLET. SURFACE EL= 441TOR -- <.�o�n�i�o . r' 4 .'e �. m1,9v4pI .w-4.0” v4 ��e..:..a� .v: ..w...�ti...•' SEE NOTE 7 =D z ACI STD, RESERVOIR FOOTING s BEND CONC TB /SUPPORT BLOCK, • ENCASE FLEX EXPANSION Sr 12' DI SPL, PE T.. • EL= 439 • , W /POLY WRAP (NOT SHOWN LENGTH = I8 SEE NOTE 2 " 30" • ? %! <',' %�." " ' <' <' <' <' <'v . -<..< ' FOR CLARITY), SEE NOTE I RESERVOIR INLET DETAIL a SECTION e • SCALE: %"= I' -0" SCALE: 3'4 ' - " =1 • 12" SCHD 40 STL PIPE (INSULATION NOT SHOWN FOR CLARITY) FAB BRACKET BOLTED I 4h° 1 ONTO FLANGE AS SHOWN, SEE NOTE I 3" x 3" x Y4" ANGLE BRACE p- 1 f /'I , 1. 1 _ I , lJ E _ ...,__ o ��7; HEAT TRACING �� H q_ C WELL �� Q ..8 Mii - CABLE HOUSE ! ■ WALL o v I 1 2" 15' to � ( !� - FINISHED GRADE FINISH GRADE --\ , COND I T :i - 0 -' NEMA 4 10 X 8" X 6" HINGED V - v -- SLOPE =2.0% ENCLOSURE W/ PADLOCK PULL r, as % " � ; y �' � ° CATCH BOLTED ONTO FAB \ .n n y } BRACKET PLATE 14 Y4" x 4 1¢" x y° \\ e . �.° /� / , T \ '\7,' i \ \ % \ \:`\i 12 NOTE: " CLASS D FLG 3" CL C AC (2 -I 1/2" LIFTS) I I' -0" X 1' -0" X 3 THK _ 1 2 " D I v I. HEAT TRACING CONTROL BOX BRACKET SHALL BE 3000 PSI CONC CONDUIT COMPACTED SUBGRADE 2" 3/4" MINUS ROCK (LEVELING COURSE) Y4 FABRICATED FROM " SST PLATE WITH YFILLET WELDS. ANCHOR BLOCK o 8" I -I /2" MINUS ROCK (BASE COURSE) o 0 2. SEE ELECTRICAL SHTS FOR CONDUIT AND CABLE SCHEDULE NI AND HEAT TRACING DETAILS. HEAT TRACING CONTROL BOX DETAIL ® SECT ION TYPICAL AC ACCESS ROAD CROSS-SECT I ON 9 � SCALE: 2 "= I' -0" SCALE: 2 " =1' -0" SCALE: NTS 0 0 - r / NOTICE AS A o jiW E PRO�f — - — = T n(� - SHEET 0 I DESIGN __ _ - MurraySmith &Assodates,l ( �1. 1 ' 'll il, ASR 2 CML DETAILS - 4 • - DRAWN _ a - -. = Engineersl %- DKH/MBE aTMOFTIGARD WELL HOUSE C -6 / THIS BAR DOES o �y. o NOT M t' JLH 9y '�u� 5'` - 1 J• . = 121 S . R . Salmon Suite HO PHONE 503- 225 -9010 OREGON o - NOT TO � CHECKED Fws .t�° - Portland, Oregon 97204 FAX 500- 225 -9022 9 of 29 o NO. DATE BY REVISION �� 6 PROJECT NO.: 03- 0603.204 � SCALE: AS SHOWN I DATE: MARCH 2005 7 METAL ROOF SYSTEM, 16" VERT PANELS, SUBMIT COLOR SAMPLES FOR SELECTION BY OWNER WELL PUMP ACCESS HATCH OPERABLE 1 DOME SKYL I GHT, 70 ° x70" MIN SEE SHT A -2 - - F . METAL ROOF PANELS, ORIENT VERT it L . ON GABLE ENDS, COLOR TO MATCH ROOF 12 AST LOWER W/FLGS, SEE g A -3 & M -4 • EXHAUST LOWER • W/FLGS, SEE SHTS L A -3 & M -4 .'' ,�__NE__N_ - __MI=NE - __=__ =MIrr == = =__ =r.NE_ =MIr •__- _�•------ =- =- =rNE ==___ -- ___ ••- = --- ••••••••• •__ =_ = =r = =MI = =_r == = =. .= MINE- ___ =- ____- _ =- __- - - =_r. ighir..:11: S EXHAUST LOUVER •��■__ =NE =_ =_ �� = = = =_NE____NE___MI______ =___r_____ � m_� =- _______ = =_==r= = - ==_ - _!_ ____ -MI NE_ • =_ =_ =N =- - - = - -- _MINE- - - - ° -- _MINE--- °- _ °-- ___ - - °' ■_ =. 9 ��_ ______ =-- -_N = =• . �r =. W/FLGS, SEE SHTS ■NE__ =��_ . •_ _____ ___ ______ =__N_= °____MINE ••=r_____MI = =______• C= =_. •■= =MI = ■= =_ ■= =r = =r ■_■ � ��. r. ---- - - - - -- -- ------------ ---- -- -MI =NE MINE - -- MINE _ ---- -- -MINE - - ■ - - -- !=l r... 1... ..... . 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SELECTION BY OWNER ..NE_ =_ =_MI_ =__ =_NENEr == •___=!_MINE MINE-___ r_===__ r_ r=_ NE__ NE_=_ _____-•�.- .__________ = =___NE__ =. =_= r_= NE= MI_ r==NE_ = == =l=NE== = = = -_ ■__________________=__ rNE=== NE= NE== = =_ =NE==NE•�._NE =_- =r=_=r =_ = =____■ NE_==_ NEr==_ r__ =__ =r_NE =NE==_==__ AC DWY •=__ NE__=_= ___ =___MI = = = =_NE =_ =_ =___ =_NENE =__NE. • ._= =__ NE _=== = _ __NE__ = NE • ______=__= r = =_=____==__ =r_ ==_= =r _ == _ _l = =NE AC DWY • ® NE__ =_________________ =_= _MINE =___ = = =NENE =__• .__________ =_ =_ =NE__ =• ________== N __ =__ = =rNE = =_ =r =_ = =_ = =r = = =MI_ =__! • Y 2/• _ _________ _ ■ =M _N_NN_ = ___MINE N -�____ ■= =N ___ -l___ l ___N_�- ___r__N__ . .. • , ; - .. ,... : -,c V V V V C V V V V V V V C V V V V V V r V V V V V V V v V- V V V V V' C N\ C V • V V V V V • V N V NT V V V V V V V\. .... I :� Vvvv VVV V V N:v • � < \< < \•c..N. t \:irSt\ .'c 1 _ V _ vvvvvv. INTAKE LOUVERS CONC SPLASH BLOCK W/FLGS. 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SEE SHTS A -3 & CONC SPLASH BLOCK a ° NORTH ELEVATION M 4 WEST ELEVAT I ON 2' -O" LONG ° SCALE: %4 " =I' -0" SCALE: ' " =1' -0" I M O CD O c0 i - • • .' 11 • Ca SHEET P ICE o D NO1 , DESIGNED � MurraySmith&Assodates,Inc. � 1►. Iiii H am+ t _� _ � ` ' -'- ASR 2 BUILDING SECTIONS A— I ., o DRAWN �.. . ,f� - � ,,� _ Engineers/Planners cxry of neat. AND ELEVATIONS N E/ H 9 yo� ! � - 12t sr. Selman suite so9 pan 503-225-9010 � WELL HOUSE THEN DRAWING CHECKED E k S2ASK0 _Mg — o NOT SCALE Portland, Oregon 97204 F!% 593 225 9022 I 0 of 29 NO. DATE BY REVISION MIRES " - 0 - 06 PROJECT NO.: 03- 0603.204 SCAM AS SHOWN DATE MARCH 2005 • • r. 12 SUPPORT ARM ON EACH SIDE STYROFOAM INSULATION BAFFLE 9 • © OF DOME ON UP SIDE f __ , METAL ROOF SYSTEM v OVER 30# FELT ON / ROOF SHEATHING MFR'S STD MFG HATCH 2 "x6" ROOF TRUSS S, © ROOF CAP CURB R -38 INSULATION � 1 ALTERNATE VENTED & / �/ � v — \ • SOLID 2 "x6 BLOCKING \ ' i' 1,,,, „,',�,,,�,,,�,'�,,,,,��,� —_�_ _ _SEAL ANCHOR CURB J TO FRAME DR EDGE ' ��►/I� mss: : '' ?, — _= :- FLA � r � FACIA GUTTER W� � � _ _ CONTINUOUS DEBRIS •° } SCREEN ( 2 "x4" BLOCKING RIDGE __ 1 - %. GYP BOARD MOISTURE BEAM __ 2 "x6" PLASTIC LUMBER RESISTANT, CEILING W/ENAMEL ►. PAINT OVER I PERM RATED \ 0 i . VAPOR BARR I ER, TYP , f __ 2 "x4" DOWNSPOUT — GYB BD • AIR GAP 1 4' -8" MIN CLR • i ,— • 4, L ui (..-..:, • — BRICK TIES 0 2' -0" SQUARE GRID (TYP) DOUBLE 2 x 10 FRAME • 1 \ \ 2 x 4 0 16° SIDE OF HATCH OPENING FACE BRICK (3C =8 ") W /GYP BD 24"x3VZ "x7V —SEAL 8 CONC BLOCK— — — FINISH PER SCHEDULE SKYLIGHT CURB FLASHING 0 • SCALE: 3" = I' -0" E / 3 1¢" x 14" MFG HATCH Ilif; I 2.0E x ° J 20E HDR 2.0E HDR 1 • lT. SKYLIGHT DETAIL r.-. • - SCALE: Y = I' - 0° 0 TOP OF CONC SLAB & CURB MFG HATCH AND CURB — N_ SLP GROUT UNDER MEMBRANE FLASHING TO DRAIN • VOID BOTTOM I" OF EVERY 3RD VERT JOINT TO WEEP DOWN S DE GE ON FLASH A ANCHOR CURB TO FRAME TO AC DWY ON NORTH CONC SPLASH BLOCK ON SOUTH FLASH / ROOFING N GRADE \ ANCHOR CURB TO FRAME - - - J ....___________,...._ c ,� " cD NOTE: ALL HOLLOW EXTERIOR AND INTERIOR CMU WALL ` SEAL -- CAVITIES SHALL BE FILLED WITH MASONRY FLOWABLE , GYB BD : N INSULATION. ` \ \ \ ` rn TYP i CAL WALL SECT ION \��, DOUBLE 2 X 10 FRAME ` I SCALE: i = I' -0" e SIDE OF HATCH OPENING a I o DOUBLE 2 x 10 0 i FRAME SIDE OF o HATCH OPENING S „ I GHT CURB FLASHING AT BASE 4 SKYLIGHT CURB FLASHING AT END 0 L M SCALE: 3 I' -0' SCALE: 3” = I —0 0 U SHEET i NOR AS ` F9 . - M Smith Inc, • AS V y � GIN* �� i i ° HCM. E 9 a 1 .i1 1 ASR 2 ARCHITECTURAL DETAILS - 1 4. o DR AWN L` !h Engineers/P CITY OF TIGARD A-2 IF THIS mit DOES 9 d 1 ' a - _ GON WELL HOUSE T O1 LH yO yF .OAS O 'er - - 121 S.T. Salmon, Suite' 900 PHONE 503 -225 -9010 , ' 2 NOT TO SCALE Portland, Oregon 97204 FAX 503 - 225 -9022 I I Of 29 ' • NO. DATE BY REVISION O6'IR3 6 - 30 - 01 PROJECT NO.: 03- 0603.204 I SCALE: AS SHOWN I DATE: MARCH 2005 c , C 1 EXT INT EXT _J INT ■ ∎ J Y x 6 ANCHOR BOLT DOOR SCHEDULE r i MEMBRANE FLASHING �/�' x 6" ANCHOR BOLT A , ® 2' -0" O.C. DOOR LOCATION S I NGLE/DOUBLE DOOR ROUGH ® 2' 0' O FLASH TO 2° HGT WIDTH OPENING y • �� WEEPS IN VERT JTS V i VOID 2" HGT ®EVERY � e O EVERY 3RD JT 0201 EXTERIOR DOUBLE 3' -2" 6'-8" X 7' -4" 3RD JT TO WEEP ' a 4 `. � �II % 0 a SEALANT ��/ / //� jrII_I1! D202 ETER 1 OR S 1 NGLE 3-8 4 X 7-4 T I// /I / % i I �a ® i SEAL JT Ai G � u-- �� ROD & C _ D203 EXTERIOR DOUBLE 3' -2" 6' -8" X 7 -43 7x4x GALVL ROD & SEALANT I 8" D204 INTER 1 OR S I NGLE 3-O" 3-4" X JJJ 4' 4{ 1 7 x ° IALL DOOR HEADS 4" HIGH BITUMEN (TY ill GALV FRAME- > GROUT SOLID A OUVER IF TYP�E� ' / I / /I • DOOR HEAD DOOR HEAD LOUVER HEAD SCALE: 3 " =I' -0" SCALE: 3 " =I' -0 SCALE: 3 ° =1' -0" [.. EXT INT EXT INT % PROVIDE MIN / a Q 4 EVERY 24" ° ONE DRILLED j c / INSERT STYLE RETURN BR TO 4 ANCHOR BOLT • 111 • • • • CMU 0 JAMBS _ �r . _ r ,"/ / r.: � j Q I � a � ' SEALANT � �� RETURN BRICK TO / j I � 1E11" CMU ® JAMBS / , �I ROD &SEALANT "� I I_ F - ROD & CAULK MIN 3 ANCHORS ROD & VARIES MIN 3 ANCHORS SEE DOOR PER JAMB CAULK SEE DOOR P JAMB SCHEDULE SCHEDULE GALV FRAME- GALV FRAME - GROUT SOLID GROUT SOLID 1 -::: N DOOR JAMB DOOR JAMB LOUVER JAMB . SCALE: 3 "= I' -0" SCALE: 3 "= I' -O" SCALE: 3 "= I' -0" 1 + k T. •r 1S•: © EXT INT -- NTS v F IIIIIIIIllh i 'III ROD & CAULK (TYP) EXT 1 INT I -'/ FLG M ETAL DOOR ROD & SEALANT .1 rn EXTENDED RAIN ::: %" GU - THRSOLL �i/�//. 7 NORMAN BRICK II // 4, a FILL VOID W// SEALANT FLASH UNDER SILL & . L Q H I L T I x 316° WEEP EVERY 3RD JT 3 AHR W/HFA INSERT (2) 7 / . 1 o 1 THRESHOLD LOUVER o SCALE: 3 "= I' -0" SCALE: 3 "= I' -0" N EXTERIOR DOOR . . ° e 0 SHEET ► � AS ,s 4 H4 g = Murray Smssociates . A .., 0 ., . L 14 , DESIGNED a ; „ e ` — ith &A I Inc ►1 ASR 2 ARCHITECTURAL DETAILS - 2 CV o AWN �' ,. iri € ° - Eng>neers /Planners (MY OF TIGARD A— 3 ,N T M A SR DOES � . � ,� ` = OREGON WELL HOUSE o NOT MEASURE i' JLH ' y o ®'y� _ _ = 121 S I. Salmon, Suite 900 PHONE 503-225-90E0 ,�� 114E14 DRAWING IS CHECKED 9F WSZ 4 '' Portland, Oregon 9'1294 Fax 503- 225-9022 12 of 29 L.; 1 NO. DATE BY REVISION NOT SCALE � '� 6 PROJECT NO.: 03- 0603.204 SCALE AS SHOWN DATE: MARCH 2005 LAMN FOOTING PROJECTION TRUSS SCHEDULE DETAILS I FOR BRICK FASCIA B r SEE CO SEE ARCHITECTURAL • MARK DESCRIPTION - DRAWINGS AND DETAIL T 1 INUSS S AT HATCH HATCH r• MANUFACTURED TR t IER 12 LONG SHORT ITERRUPTED NTERRUPTED TRUSS U S AT AWNING TRUSSES T3 CARR TRUSS 7' -7" 10' -0" j I 13' -4' F r T4 CARRIER TRUSS t L _ 1 3' - 0' TS TYPICAL TRUSS w/ T3 & T4 REACIlONS 4. -4" 4 _0•-. 3 ._ 4 . 7• 7 -5 7 - 6' i 1 6_8 20' -0" I 1_.. 7• + i ,_6• I I r J I -1 M % / T / / / / /// r - - - -- - / F _ 1% l / • r (( . T2 T2 M MATCH PER SQUARE 1x / 18 -6 + 7 4 N SPECIFICATIONS ` R8 (TYp,) / � 4X6 DFL /2 Z ' p 74 ., ., 1 ' E / CMU WALLS _ o T5 TS P I D PAD 1x PER DETp D j RA1N PFR OE TN 4 J , z! PER DETAIL r . . 26• -0- - / 0 2r-2- 27 _2. IS ./ /5C12 E W. -- «7 TRENCH DRAIN +x! T TRENCH DRAI� CENTER PER DETAIL ja T1 T1 Tt I I ri I I _ I %// / / / / / / /I. / / / / / / / / / / / /// / / / / / / / //I (.. . [ r 1 6 -8 3 - 16'0" Is 6' -B' � � 7 . CMU WALLS Q A 4 C EI � UNG JOISTS I ak BELOW pis' a . � TV 3 ' -4 S L L L + %/ / //////////// / ////////////////////////////// Y//////// H //// if///!/I { L � - L NEE; 7' t 1 42' -8. 1' -6 _ SLAB ON GRADE TO HAVE CONTROL JOINTS PER 00 43' -10• --1 4S' -10• 1' -6" FLOOR AND FOUNDATION PLAN B 1' -6 S- FOOTING PROJECTION ROOF PLAN B SCALE: 1/4• = 1' -0- FOR BRICK FASCIA SCALE: 1/4' - 1' -0' S- ".. Of SIGN I GADS; PER 2003 IBC DENEE6L -M E5.1 NOTES• .•- 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI IN 28 DAYS. ALL CONCRETE SHALL CONTAIN 5% (±) 1% AIR 1603.1.1 - FLOOR LOADS: NA ENTRAINMENT. SLUMP SHALL BE 1' TO 3' FOR FOUNDATIONS 1' TO 4' FOR OTHER USES. CHAMFER ALL EXTERIOR CORNERS I/2- UNLESS 1603.1.2 - ROOF LOADS: SHOWN OTHERWISE ROOF - DL ...___._....- ._.._......_. - _, 15 PSF ROOF - LL ..._...._...._ 30 PSF (SNOW) _ 2. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. GRADE 40 MAY BE USED FOR /3 AND SMALLER TIES AND STIRRUPS. 1603.1,4 -WIND DESIGN CRfTERU: DETAIL AND PLACE ACCORDING TO ACT MANUAL SP -66. UNLESS OTHERWISE NOTED, MINIMUM COVER SHALL BE 1 1/2' FOR #5 AND BASIC WIND SPEED (3- SECOND GUST) _ 100 KPH SMAUFR BARS, 2 FOR /6 AND LARGER BARS AND 3 WHEN POURED AGAINST EARTH. UNLESS OTHERWISE NOTED. BEND ALL HORIZONTAL WIND IWIND SPEED FACTOR, L - 1.15, CATEGORY N REINFORCING A MINIMUM OF 2' -0" AT CORNERS AND WALL INTERSECTIONS. WINO EXPOSURE ___ _._ - EXPOSURE B 4 INTERNAL PRESSURE COEFFICIENT SIMPUFIID METHOD PER IBC, 1609.6 3. CONCRETE MASONRY UNITS SHMJ. BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90. THEY SHALL HAVE A MINIMUM COMPRESSIVE COMPONENTS & CLADDING - DESIGN WIND PRESSURES ( + / -) STRENGTH OF 2000 PSL MORTAR SHALL BE TYPE S WITH A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. FOR GROUT LIFTS EXCE ING WALL ELEMENTS (A = 4 48 fB) ........._•••••••••R•••• 18.54/ -23.60 PSF FOUR (4) FEET, CLEAN OUTS SHALL BE PROVIDED AT THE BOTTOM OF EACH CELL. GROUT UFTS EXCEEDING EIGHT (8) FEET REQUIRE OVERHANG ELEMENT$ (Awe, 10 fp) NA/ -35.07 PSF r SPECIAL INSPECTION. ROOF ELEMENTS (Aeb - 10 ft2) ........ __._.� 18.88/ -24.14 PSF 4. STRUCTURAL LUMBER SHALL BE DOUGLAS FIR CONFORMING TO WWPA GRADING RULES. MINIMUM GRADES ARE STRUCTURAL JOISTS & 5 - EARTHQUAKE DESIGN CRITERIA: PLANKS - /2; BEAMS & STRINGERS - f 1; POSTS & TIMBERS - /1. CONNECTION HARDWARE IS BY THE 1603 .1.5 SIMPSON COMPANY OF SAN 1.5 - E IMPORTANCE SIGN OC, K _...._......_ 1.5. CATEGORY N LEANDRO. CA ALL STEEL CONNECTORS SHALL BE GALVANIZED OR BY SOME METHOD MADE CORROSION RESISTANT, UNLESS OTHERWISE SEISMIC USE GROUP .._.- GROUP 19 INDICATED. SPECTRAL ACCELERATION, S 1.053 9 37 g 5. PRESSURE TREATED LUMBER SHALL CONFORM TO THE AWPA. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED SE CLASS - - ,_ „_..,,_, 0. CLASS, 0 f WITH ARIA TO A MINIMUM - RETENTION OF 0.25 POUNDS PER CUBIC FOOT BY ASSAY SPECTRAL RESPONSE COEFFICIENT, Sas _....._......_ 0.757 g L SPECTRAL ACCELERATION, 5t 0. SPECTRAL RESPONSE COEFFICIENT. %I 0.409 g 6. WOOD STRUCTURAL PANELS SHALL BE 15/32" C -D INT. WITH EXTERIOR GLUE CONFORMING TO UBC STANDARDS 23 -2 OR 23 -3 FOR SEISMIC DESIGN CATEGORY CATEGORY 0 ROOF, WALL AND FLOOR SHEATHING. PARTICLEBOARD IS NOT PERMITTED. MINIMUM NAILING IS 8d COMMON NAILS SPACED 6" AT PANEL_ SEISMIC -FORCE RESISTING SYSTEM(S) LIGHT FRAME, SPECIAL REINFORCED MASONRY SHEAR EDGES AND 12 IN THE FIELD. ALL NAILS ARE COMMON NVLS. BLOCKING IS REQUIRED AT PANEL. JOINTS. WALLS DESIGN BASE SHEAR 13.9 KIPS 7, MANUFACTURED ROOF TRUSSES SHALL BE PLACED AS SHOWN 9N THE ROOF PLAN AND SHALL HAVE 2x6 TOP CHORDS. THEY SMALL BE SEISMIC RESPONSE COErrIMENT(S), Cs 0.208, WORKING STRESS DESIGNED FOR SPECIFIED ROOF LOADS. STRUCTURAL CALCULATIONS SHALL BE SEALED BY A OREGON LICENSED PROFESSIONAL ENGINEER AND RESPONSE MODIFICATION FACTOR(S), R 5.5 SUBMITTED TO THE ENGINEER FOR APPROVAL ANALYSIS PROCEDURE GENERAL PROCEDURE. PER IBC, SECTION 1615.1 •• , - - 736S 1 6. STRUCTURAL STEEL SHALL CONFORM TO ASTM A53, GRADE B FOR PIPE SECTIONS, ASTM A500, GRADE B FOR TUBE SECTIONS AND ASTM HALF ' A36 FOR OTHER STRUCTURAL SHAPES. WELD ACCORDING TO CURRENT AWS STANDARDS WITH E70XX ELECTRODES. ALL STEEL SHALL BE SIZE , HOT -DIP GALVANIZED. i 4u?..- P�1�rson Structural Engineers, Ilw. 9. GEOTECHNICAL REPORT WAS PREPARED BY GEOTECHNICAL RESOURCES, INC. OF PORTLAND, OREGON, DATED OCTOBER 25, 2004. THE _. 5319 S.W. Nutria Dr., Seib 115 CONTRACTOR SHALL BE FAMILIAR WITH THIS REPORT AND THE RECOMMENDATIONS CONTAINED WITHIN. PoMbnd. Oregon 97221 (503) 292 -1635 03/29/05 509 SHEET NOTICE ' MwP G , / ROOF AND FOUNDATION L DES I GND r �+ Mum Smith&Associates Ix o x I " ��- / L W. _- ;. 1 PLAN VIEWS S- i MWP _ _ e P (a t ::i Flamers OW of _._ ASR 2 WELL HOUSE DRAWN G IF THIS BAR DOES " aloes _ : .. NOT MEASURE I MEASURE ESP q� +r.. _ E •y5 -1 121 SI Salmon, Suite 900 mg 50,1- 225-9010 13 of 29 OINION THEN DRAWING IS CHECKED 'AP.. Portland, Oregon 97204 ea 503-V5422 NOT TO SCALE I 12/3i/cos I PROJECT NO.: 03- 0603.20 SCALE AS SHOWN DATE: MARCH 2005 NO. DATE BY REVISION i .. -10 SQUARE \� H 5• ATCH. SEE SHEETS • ' I j A -1 Ac A -2 I f3i I - I I I D I CONNECTION ■,I I I PER DETAII� _ 1 -6 I I I END WALL TOP CONNECTION ' I CONNECTION PER 4 j ' I PER DETAIL e SIDE WALL TOP / ■ ■ DETAEe 9 PUMP ,I` � , I I 1 _ u 2x602a• u i. 4 _�I�I LJ J • CEILING • Li LI TEL. �— • INSULATED FIRE RATED © COLUMN E7t Cl LEDGER PER J DETAIL* 2 x 80 24• L1 ■ ■ ACCESS PANEL ■ DETAILe CEILING ■ ■ ■ � DETAIL ■ • ; JOIST • �7o • �-=I g R S°CKt12�ES -- • ■ _ _ — ■ DETAIL 12 - 0 • ■ a 32•x32• w/ L OR SL. W. '':= Li El • ■ CENTER 2i;: 9' -4' 12' -0 • • • ® • • LEDGER PER • TRENCH 7•_4• _2' (� • • • DETAILP1 6■ w/ 12EW. a 7' -B" a DETAIL 13 • II C• : , li_ l i J 9F. r FF. EL 474.00' i ii 26. - 0 " g: 16 -0" ■ \,`��\, • no m,. --•ocww+e - .•a 7r ..._,.,_,� ,,,, ev ' 7 1F 1 - .; - Iii , d , . _ .. -. _ .. �s . . - . - .. . .J... • `' \ / PF. EL s74.00 n ,� \ , , p \ -2- p � `'�`:`:�`:�` %` %�' SLAB ON GRADE TO HAVE CONTROL 6 -B P6 -7• 17' -3" JOINTS PER a 27 - -2" DETAIL 43 -70• SECTION 9 ® SECTION DETAIL* SCALE: 1/4 - r -o SCALE 1/4" ' " = 1-0 INSTALL E MANUFACTURER'S HATU INSTALL PER MANUFACTURER'S INSTRUCTIONS. I ' 4x6 DFL f2 19¢" SQUARE I-- AWNING BEAM MOUNT AWNING BEAMS I 2x6 P.T. LEDGER 1 S r USING SIMPSON ABE4SR 4x8 DFL #2 7 �� `!j'0 A.B. " mu, 24 o. AWN ING BEAM �W�a y 4 1/4" 2x60 a. w/ SIMPSON 24" o. M i _` �- BASES w/ 3Yt14 z7Yt1 x2�j•H BRICKS o THREADED ROD MIN. U28 HANGERS r ROTATE ALT. COURSES 90' 1<t• / � nn 024- w HILT! HY-150 ! 1 - ADHESIVE - • es � ( �3 TIES 0 t2" 3 1/4 • L C �_1__ 1 MI 1. 11 • • 1 m 15' - SQUARE - - • - . COLUMN (TYP) � . fl_ ,wi ew i i f3 TIES O 12 - _ • la . GROUTED BOND BEAM - 9'- 4 :: -`� PER DETAIL GROUTED BOND I. _ i V. �� ,'� 3"s BEAM PER e r FASCIA - ... f ' (4)/5 VERTS w/ = : ' = TO F.F. BRICK CHITS s 13 TIES 0 12" i is I DRAWINGS 4. PER ARCHITECTURAL 5 CONC. SLAB (4)�5x h ( VERi. r M IN • FINISH w/#4016 E.W. o.o. 0-7 1 GRADE E Ell 1 - /- /'/ / / yi r /�i r / AWNING BEAM TO CMU WALL •y %•,•� /�� /�� r �� / �� / �� / �� /�� < ,,,,-,,,,,,47,,, LEDGER TO CMU WALL CONNECTION ® L / / /!i /,lam /G./i, SCALE: 3" = 1 • -0" , // .ws ui m� / , SCALE: 3" a 1. -0. DETAIL e 2 ( • _ I / ' • e 2 SQUARE 1. -0• G d. . BRICK COLUMN SECTION J_ 7" — cLR SCALE: 1 /2" - 1' -0" `` 2' -0' SQUARE • • (345 EACH WAY \ , • • HALF "... num L COLUMN FOOTING DETAIL trA Peterson Structural Engineers, Inc. SCALE: 1" .4 1' -0" 5319 S.W. Westgate Dr., Suitt 213 Portland, Oregon 97221 (503) 292 -1635 03/29/05 ' NOTICE IMP SHEET Li 0 1 D ESIGNED - _ MU Sm 1 &ASSOl ) Inc. ® SECTIONS AND DETAILS iii MWP �al. ry �Q�� /ma ws _ i/II CILWLW 11GE1E1GLJ CITY OF MAID ASR 2 WELL HOUSE S — 2 DRAWN - _ U • IF THIS BAR DOES "' -•- , NOT DR I' EWBP 4 . .. €. =;� 7_ _ 121 SI. Salmon, $mfe 900 PHO)!B 505 -2 1 -9010 THEN T O T R O Aw� S O'IECKED 4/AM ' == - '. . — Portland, Oregon 07204 Pa 503 -Z25 -9022 I • � ' NO. DATE BY REVISION (r 12/31/081 ' 14 of 29 • PROJECT N0.: 07- -0603.2Q4 SCALE: AS SHOWN � DATE: MARCH 2005 '" EXTEND UNTEL AND BOND C MU NOTES: • . - BEAU REINFORCING 40 BAR (2) j 4 IN BOND LINTEL 1. GROUT AU_ CELLS CONTAINING REINFORCEMENT, ANCHOR DIAMETERS PAST WA. L. OPENING BEAM 0 WALL TOP PER DETAIL Q BOLTS OR OTHER EMBEDDED REMS. (24' MIN. VP.) (TIP.) 2. HOOK ALL REINFORCING THAT CANNOT BE EXTENDED. i r. ral RFINFDRC1NG; EXTEND 40 BAR DIAMETERS 1 TYPICAL REINFORCING IS SHAWN. REFER TO DETAILS FOR /� 1111 % / / • ��t�/ INT. 8 Da. EA CH WALLS FACE - j5o46" OR PROVIDE 180' HOOK SPECIFIC OR ADDITIONAL REINFORCING. / r /1 /�� /// � / / EACH F // / ` � // — / //, / / 4. LAP ALL REINFORCING A MINIMUM OF 40 BAR DIAMETERS. �� // � /�� / %��'/1 � % /./ // � �� BOND _ % , % (2 ��I/ PER DE REINFORCING T j // ��I I�I / I �!. / . ma % % ALAI ro -�/� / 4 W e, ' O16 . START AT %• • „ ' ♦ " "' +/ (♦ FlRST CELL PAST HOOK JAMB. / %� �� 4 ii �% %% i% �� TYPICAL BONG BEAM / 180' STANDARD i // / / / i p 1 / „ ii i ; VERTICAL REINFORCING r .._! �� // j / .� __. // / / // / / z�� ' 0 /� /I soup �� m 1z' c.c. EM BED z' 0 i i % ■i % %�� /,�� r �� a�� /// J / %r t rill MAx i J! I P /'I �_ • ism es= ,I, : ow I / - 'r / '% % I ' ri /' • r/' rl Ir �/ FR , / / / � / / , 0 #0 / � � // - BRICK FASCIA PER ARCHI TECIU FiN // ' / / // / ABOVE ALL 24' EMTION. �:. DRAWINGS i / i I I� I /I, I� 1 (2)# BOTTOM I---I 4 { I1 /I I / V I �! M 2 AP A � i � ) M AT EACH BOND#BEAMl Ef. /I� j L7x4x4(I ANGLE VrLV /l V / /LV / /I:I /rrI ►I / i / : 7 I' ♦ r .././%2 INSTN.L REINFORCING 9 TYPICAL CMU CORNER DETAIL AT SIDES OF OPENINGS WSTA L ADDMONAL HOOKED DOWELS To MATCH TYPICAL CMU LINTEL DETAIL 9 VERTICAL. WALL REIN FULL WALL HEIGHT BOND BEAMS AT FORCING S CALE: 1" 1' -0' PER DETAIL BOTTOM OF OPENING SIZE & SPACING. MINIMUM SCALE: 1" .. I'-0" ..- 5 6' HORIZONTAL HOOK. - TYPICAL CMU WALL SECTION • ,., (-.,.:. . • SCALE: NTS • SAWCUT OR PREMOLD CONTROL i r JOINT ON MAXIMUM 1O' -0" SQUARE GRID i 4 BONG BEAM REINFORCING CLEAR UNDER JOINT VERTICAL REINFORCING j ♦iia� PER DET e 15 VERTICAL PER a M 1 1/2' . I S . EACH FACE it — • � a I ...% 1404 E.F. B. I IllI I • • ii>riq I ♦ iiuq ♦ • j5 VERTICAL VA I �I,i�R I,i`` % ��` ��— """''' i f L. EACH FACE r , ii rI Iesx� e�� I e►�' aaaNSal� ►eNee>. j % EACH SIDE I Ii �biui/ Iui vIi I Gui � HARP SLAB REINFORCING TO I' // /11% 1 OF RJT TIDE yERTICAL REINFDRCBiG 1/2" 2I PEIT I BOND BEAM RENFORCNG %� B PER DETAIL BOND BEAM UNIT - -- -- I: /.1% :4510' .f.... & #J #4r,...., CONTROL JOINT DETAIL �.;� % �%I%%i;'i!t� "'ii TYPICAL BOND BEAM DETAIL SCALE: '" ' '' - °" TYPICAL JAMB OR END OF WALL DETAIL SCNE: '" _ ' -0- CORNER BARS 14x z-o El. SCALE i' - i' -0' AT EACH BOND BEAM r 5 TYPICAL CMU INTERSECTION DETAIL Q 1 1.... SCALE 1' . 1' -0' �s CENTER IN PAD FABRIC TYPICAL • WALL EQUIPMENT PN) REINFORCING • LENGTH AS REVD , L FLOOR SLAB PIPE PENiTRAnON 1.■'..'`,■ _ c 4' i ;d \; %- vi;mmr ` ( j5 EACH FACE � + ° a " . EI( TED 1' -0' PAST . - • L C i/ V' '�'� OPENING. 1 1/2" CLR. ° t . x n i —u ��r ■'...'■i N 4x S0 ° UA - RE GRID. INST W/ �. HI LTI HY -150 ADHESIVE EMBED 4" . .. HALF nss (4) j5 EACH FACE EQUIPMENT PAD DETAIL • ue s ✓ S IZE EQUAL LENGTH TO c— . Peterson Structural Engineers, Inc. ADDTRONAL HORIZ & VERT. PENETRATION DETAIL 8 SCALE: 1' 1' -0" 5319 S.W. Weslgo$. Dr., Soho 215 45• TO MAIN REINFORCING Portland. Oregon 97221 SCALE: 1' - 1' -0 (503) 292-1635 03/29/05 ,�qq�� 1�f}1� SHEET I_ NOTICE M1y \ , :� ' _ v11AJV d2tes , ill�n CMU WALL AIVD -,i‘ii . �: 0 A 1 DES IGNED n � M11 �� no�c ASR 2 WELL HOUSE STRUCTURAL DETAILS S -3 I� DRAWN _. I I: Vi • . ; = A , I q I ∎∎4 . 4sEennerJ CRY IF THIS BAR DOES = - � A ' _ = = = � . NOT MEASIRE I" EWBP * Ire. C C z C 121 St Saha. Sails 90O HOU 503 - 'x TO SC G IS CHECKED 47LLIA11 - e-,.-: ..z. �- . z_ THEN T 15 of 29 i NOT TO SCALE Portland Oregon 97294 pi 'rjQ'l' ??5 - 9 071 PROJECT NO.: 03- 06032 SC ALE: AS SHOWN DATE: MARCH 2005 '' NO. DATE BY , • REVISION Imo* 1 vos n BLOCKING BRICK TIES 0 TRUSSES 0 2 o.c. CMU WALLS 2 ' -0 SQUARE ROOF SHEATHING; W/ 2x6 TOP CHORD BLOCKING ROOF SHEATHING; PER DETAIL GRID (TYP.) I , " 15/32' COI( r/ Bd NAILS 15/32" CDX r/ Bd NAILS 04 BOUNDARY 0 6' PANEL 6' BOUNDARY 04" BOUNDARY, 0 PANEL t EDGES AND 012 IN THE FIELD. 2x6 OUTRIGGER 024' NAILS GABLED EDGES AND 012' IN THE FIELD. BRICK FASCIA PER BLOCKING 5 REQUIRED ENDWALL BLOCKING IS REQUIRED /� ARCHITECTURAL D RAWINGS 12 TRUSS / 9 � ,/ BOUNDARY \ ri • H10 TRUSS A 4 i1 f �' ' A #S x�.�, 048" CUPS 0 24' o.c. 1' -6' ?ii, ' , CONNECT END #5012' E.W. 2•_0• 1-0 NAILS ,l . (— I r OF OUTRIGGER MANUFACTURED ROOF CENTER MIN. s ,:.� FNM4A11 SHEAT LNG; r/ LUS26 TRUSSES r/ 2x6 TOP IN �� r. ♦ 15/32 COX w/ 8d NAILS I *wh 11 �024'oe \ '� �. 06 " PANEL EDGES AND ' 012` IN THE FIELD - e • BLOCKING BLACKING O 24" CEILI D y a a • FNISH G TE A35 O 24' 80UNCARY 4 NAILS 45' I it 11 ► • • �• d ' - c ' MIN. i .. - 5 /8'. L. 048' ' (2)2x8 P.T. TOP PLATE l � - 0 ., BOUNDARY --- p IIII BRICK FASCIA PER .Til �I \� IV GYP SUBGRADE PREPARATION f;"-- -' ARCHITECTURAL - - -- BOUN `_. CEILING r%ARD PER THE GEOTECHNICAL q 1, -6, ---1 CONTINUOUS (4) #5 # US DRAWINGS REPORT -- -- ENAMEL PAINT CMU SIDE WALL 5 /B". A.B. 048' PA CMU SIDE WALL TOP DETAIL ® — (2)2x8 P.T. TOP PLATE EXTERIOR WALL FOUNDATION DETAIL SCALE 1' .• 1' -0" B RICK FASCIA PER SCALE 1' - i' -0' ARCHITECTURAL DRAWINGS = --- CMU END WALL F. CMU END WALL TOP DETAIL sCALE: 1. - 1. -0. 6 "x8` TRENCH 1- 1-0 DRAIN AND GRATE #5x .? ` 012' PER SPECIFICATIONS 1 -1 _ ' #5012' E.W. CENTER r \61. FLOOR SLAB e 1 p5x ^I 048' CENTER NI— - . . _ _ -- ,..d (2) # , -0 SIMPSON HTC # x '� 048' CENTER • d • 4 • # 7 � ` s. - 012 TRUSS CUP O 24' o.c. p s • ..a ' 3x8 TOP PLATE _ • fit• , 2 I - II L � e � e 0 e �� e �� e � � . ..... 4 -- -- 6 "x8' TRENCH BLOCKING OR MIN. ,/ ei ei,,,ei✓iei e I ' . • .. � DRAIN AND GRATE PER SPECIFICATIONS TRUSSES 0 24' �� 8' FLOOR SLAB pso12(TE,PW; li #5 x '� —O o1z" SUBGRADE PREPARATION 1 3' #5012' E.W. 2, -0• / #5012" EW. ��pp , �� 1 _ - --....._ .............. 1111 ` PER THE GEOTEC CLR 1 . -4• 5 CENTER — 1 /2 - MIN. CENTER _ ►�� ---.1 co (2) , . J& MDO PLYWOOD rail I CLR. 4 ? � � f w/ Bd NAILS TRENCH DRAIN DETAIL '� 5 /B A.B. o 4B - — ; / 7 : :< , �� . ® ` 1 .: \ S CALE: I' - 1' -0' \ / 1 / / 11111111 ,.;= e , INTERIOR CLR. W \ / \/ / \ / / / N / \ � /\ 1'-4" WAIL III 1' -6• (2) 15 CONTINUOUS I `: 3" . .. L / / / = TYP. INT. CMU WALL FOUNDATION SUBGRADE PREPARATION \ � \� \ �� \ / \� \ � PER THE GEOTECHNICAL I 2' -5" (3) #5 SCALE: 1" - 1 -0" REPORT CONTINUOUS TYP. INTERIOR CMU WALL TOP I ' _ SCALE 1' - 1' -O" . INTERIOR WALL AND TRENCH DRAIN DETAIL ® HALF SIZE SCALE: 1" - 1' -0" P J• I •4 Peyton structural Wows, L ` 5319 S.M. Westpat. Dr, SuIt. 215 Por9m,d, Oman 97221 (503) 292 - 1836 03/29/05 NOTICE SHEET MWP ` QED ' p I likk DES IG ED 1 06 - �� . E _c ��1111111�t1JJU IIle. CONNECTIONS AND DRAWN '`• - _ — E11g1IlE�LS/r ue�� env OF norm STRUCTURAL DETAILS S-4 ASR 2 WELL HOUSE S Iwo THIS BAR E i EIYBP v . at -. • 2' - e= 121 Sf. Salmon, Suite 900 p 503 234 019100N THEN DRAWING IS CHECKED 470.b.64 � ` - °_ ° = � :. p a w , 0 V204 Pig �y- gp� • I6 of 29 NOT TO SCALE PROJECT NO.: 03- 0603.204ISCALE: AS SHOWNIDATE: MARCH 2005 w" NO. DATE BY REVISION town 12/31 /OBI r 1o•—o• 1o•-0- - 20'-0 8' -2" _ 2. -6. �~ r 7 1 - 1 r 7 (— 7 3 1/2" I I i -9 3/8" _ L I L J L J L J © .4!\ 16 CORE DRILL HOLE w'/ UNK SEAL RING I LOCATION OF NEW 3' -5 - . s'"/ JI $ PIPE PENETRATION 1 / EXISTING 20 "e 1 NEW PIPE O COLUMNS AND 1 1 9 -0" ABOVE 9 PANELS I6• -8" \ EXISTING GRADE >'. _ r r _ ., I r - --1 CONCR E WWALLS E 1 W R -41, 4. _ PIPE SUPPORT FRAME \ I l _ ` ROOF _SLAB O ( PER DETAIL ' - / I - / \ e F 5' -10 ABOVE I i EXISTING GRADE 12`e PIPE -- L J L J L J - _ EXISTING 6 LOCATION OF _ _ ROOF ACCESS ROOF SLAB \ ` { :. — _ ` J HATCH I �CONN UCTION - 911 - ' .-- ` - __ _, ----- -------- - - - - -- ------------- -- - --- - - - - \- - )4" ©� �� NEW 12'e S40 _ 1 STEEL PIPE THRUST BLOCK - - - - -- FRAMES PER - \� � © ' -- DETAIL ^ DO NOT DRILL OVER ` j NEW PIPE PENETRATION PLAN VIEW o� B� MANS XI ` \ ` NEW I2"0 S40 POST - TENSIONING \ SCALE 1/4" _ ,' -0" • STING VERTICAL DAMAGE E ` O - \ ` \ <_> STEEL PIPE ` ` ,' -1 1/2" 1 -9 3/8 3 --•-f-- 3.-5' L3x3xY` DIACONAL. _ I L , -4' ci .. e _ _ _ CROSS MEMBERS (1YP.) • i i, 18 " CORE 5'-0" MIN. _ _ ` N EW 12`e 540 -1 6 -0" MAX. EDGE OF DUSTING DRILLED HOLE STEEL PIPE CONCRETE ROOF SLAB * • �i 3' -0 5 /B" w/ LINK SEAL �� -�- . RING �5" WEB PLATE I ''� i 'e 'U —BOLT' 24' x30 -x24' EL 476.33 w e {' i:!Iil' ,` 3' e"X 3 PLATE SADDLE. I THRUST BLOCK 7' -10 5 /B`t \ WX3x3 E NO PLATES .: • , 1/1. I INSTALL MAX. 16" THICK in � 6 3s v 1HREADED ROD �x (T�•) I I L — — — J SS T SI�DES OD 32 w/ HILTI HY -150 � .ALL MEMBER AT SIDES HOLE TO DE t2" CLASS 52 S' -0' tatty. ate • I' CONNECTIONS PROTECT REINFORCES.IENT D.I. l PIPE 6 MAX (2) PER CONNECTION I w/74 FILLET WELD L3x3 DIAGONAL 6 1 ` \ a 4 . i , CROSS MEMBERS (TYP.) 4 1, 4 ,._..3_, 3 -� I ,•_3 - EXISTING RESERVOIR 1 NEW PIPE PENETRATION DETAIL 9 — I 'f" I-- WALLS AND ROOF SLAB / 2' -6" scALE 31" - 1 • -0" EXISTING CONCRETE 34'0 THREADED ROD r ROOF SLAB I w/ HILTI HY -150 I 2 -0" I � i ( PER . EM ECTK)N�, -1 2' - 6' 1-.- 1 1 1/2" —{ (-- r. CONCRETE THRUST BLOCK (24 "x30 "x24' f f NOTFS■ . � a a a o f a EL 439.0 %. ,,, ��°`.,` - _ :r _ a. _ _ 1 a a a 4 .a 4 .. _ 7 3/ 1.) PIPE INSULATION NOT SHOWN FOR CLARITY. ';c 4 :.. _ . . . a 1 . d d . 2.) ALL STEEL FABRICATION: HOT -DIP :;,;.;;;%';;;;%.. d .. - • .4 . n d GALVANIZED AFTER FABRICATION. - - I 3.) ALL ANCHORS SST. EXISTING RESERVOIR ' ` >:' • ; ;,, - 1' -11' • FOOTING %'$b" 3 1/2' 3 1/2' 2 -6" . • • NEW PIPE PENETRATION ELEVATION HALF S IZE PI PE SUPPORT FRAME ELEVATION ® ;�•..� - Nieman Structural Engineers, Ins. .. 1 Ste; ' 1'-0" 5319 S.W. Westgate Dr., Sale 215 Portland, Oregon 97221 (503) 292 -1635 03/29/05 SHEET 0 NOT x DE IED �y _ _� — �Sitltf�t$t� It1G I NEW PIPE PENETRATION DR , l �� _ = _ = 1: it :: Manners cmOFUGA ASR 2 WELL HOUSE DETAILS AND CONNECTIONS T No T MEASURE I EWBP �"0- `�I3� 4 =' = E = = 121 SL Salmmm,. kb NO MI 509 -22 -9010 ORISON • T NOT D T R O AWI E S c1.160(50 W �IAM == - • - . . Portland, p f1204 [AL 5O3-Z25-22 17 of 29 -- NO. DATE BY REVISION Itomo 12/31/061 PROJECT NO.; 03 0603.204 SCALE: AS SHOWN DATE: MARCH 2005 MECHANICAL SCHEDULE O P201, DEEP WELL OLS VERT TURBINE PUMP W /PUMP BASE, SEE SPECS & SHT M -2 DETS r --' 0 P202, SAMPLE PUMP i. 2" COP WATER P l 0 P203 & P204, HYPOCHLORITE FEED PUMPS, SEE DET 5, SHT M -2 SERVICE, SEE SH I 1 II I O DU201, TABLET DECHLORINAT I ON UNIT, INCLUDES P205 C -2 — _ I I I I _, (-1 0 P206, HYDRAULIC PUMP FOR CONTROL OF DOWNHOLE ASR VALVE, FCV201 - I� •IU R za U U ^ J : I - 9 0 CONTROL PANEL FOR DOWNHOLE ASR VALVE, FCV201 o - • 7 0 I O7 OHG201, ONS I TE HYPOCHLOR I TE GENERATOR, 24 PPD, W /TRANSFORMER, CONTROL r �f/y SALT ° O PANEL, BRINE TANK, WATER SOFTENER, ELECTROLYTIC CELLS, STORAGE TANK & STORAGE 7 © O , 1 0� BLOWER. VENT CELLS & STORAGE TANK THROUGH ROOF 0 --, , 1 7 O8 WATER QUALITY INSTRUMENT PANEL FOR ATU201, ACD2OI, AFC201, APH2OI & TT201 i ® J 12 O PW /NPW MAN I FOLD, SEE DET I, SHT M -4 — — r — _`� - - =__ _.. -_ - _— — —_ = _: °:_ == = - -_ =� 10 12" MAGNET I C FLOW METER ® I i • II I CO 12" STATIC MIXER 1111 1 - • ■ � / � ® PRESS GAUGE &SAMPLE STATION, SEE DET 3, SHT M -3 I" COP UP TO i I■ ° o ' f 11 ■ 1 INSTRUMENT 35 _ " COP UP TO }� _ 2" DEEP WELL VERT TURBINE PUMP AIR VALVE ON 2" WELD -0 LET W /BV & COP TO PANEL 25 I NSTRUMENT DRAIN • 0.1 . PANEL 30 0 12" WS FLGxPE SPL 0. (FUTURE 0 s bl , 26 IS 12 "x8" WS TEE, FLGS AS SHOWN 14 N D`f O / I AMMONIA SAL . �\■ � 5 16 8" WS 90 BEND, FLGS AS SHOWN , 1 �. � � _ � r _ 17 B" FLG BFV III 21' -7" • � . I FV202 B' CTRICALLY CONTROLLED, HYDRAULICALLY OPERATED, GLOBE— STYLE, � _ /b._ � _ PRESSURE SUSTAINING DIAPHRAGM VALVE • I { = �� _ � 2" COP BYPASS W /VALVES & WATER METER— ALIGN BENEATH MAIN PIPING TO I i i I I \I I9 MAINTAIN ACCESS TO BFV'S & DIAPHRAM VALVES DECHLORINATIO� 1 " PVC UP TO ELEC EQUIP ROOM, L____]� �\ — ^ _ (FUTURE AMMON i A 1 I I i 1 NJECT I ON © ' \ � \ \ 20 PALLET JACK T REATMENT ROOM) � � , r-� 6 36 �- � ♦ ■ 21 8" DI FLGxPE SPL ( I / *� oJ� SEE SHT E -2 N\ 22 8" 01 MJ 90 BEND W/ RESTRAINED JOINTS & THRUST BLOCK •. I DECHLOR 9 \ �, 23 12 "x8" DI MJ RDCR 1- � 1 j TABLET 37 I \ \� 24 12" WS TEE, FLGS AS SHOWN U L STORAGE C1 I \� ./ i 1 1 25 26 12" FLG BFV FV204, 12" ELECTRICALLY CONTROLLED, HYDRAULICALLY OPERATED, GLOBE STYLE DIAPHRAGM VALVE 41' -4" 27 12" WS 90 BEND, FLGxFLG 1. , 12" FLG SILENT CV, GLOBE STYLE WELL HOUSE FLOOR PLAN 28 — SCALE: % "= 1' -0" 0 12" WS FLGxPE SPL 6 o • RESTRAINED FCA, SIZE PER PIPE o o L rn ,J 31 12" WS FLGxPE SPL - 32 12" DI FLGxPE SPL j 33 � 12 DI MJ 90 BEND W/ RESTRAINED JOINTS & THRUST BLOCK 1_4 3 34 12 "x8" WS RDCR, FLGzFLG ,� , ti �, I � 35 PRESSURE CALLY OPERATED, GLOBE— STYLE, C•, 0 c, ce - o 10 POUND FIRE EXTINGUISHER ��j'" '(\ \ \- L- 0 NOTE: HOSE BIB, SEE DET 6, SHT M -3 NN I. FOR HVAC AND PLUMBING PLAN AND EQUIPMENT SCHEDULE, SEE SHEET M -4. 0 Qe p O SHEET NOTICE AS . aates nc, A o oES ICN m 3 , BAH MECHANICAL FLOR PLAN l crtroFTIGARD DRAwN WELL HOUSE to IF ./ NOT IAEASURE TH CHECKED r W SZ 04 9� O F� -�d 9(I� OREGON I S of 29 0 NOT TO SCALE --.) NO. DATE BY REVISI ON arise a 08 PROJECT NO.: 03- 0603.204' SCALE AS SHOWN DATE MARCH 2005 r f STUFFING BOX DRAIN CONNECTION / MECH SEAL AIR RELEASE (IF REQ'D) FOR FCV201 CONTROL LINES �+ STL 8 "x8" COVER 12" FLG DISCHARGE W /4 -I" DIA HOLES PRE -LUBE CONNECTION EXIST 20" SURFACE SECURED TO BASE BOLTS PER PUMP BASE PER PUMP MFR'S ANCHOR BOLTS, TYP �� CHAMFER ALL EDGES RECOMMENDATION CASING HEX PLATE BO - DIA SEE DET 3, THIS SHT RECOMMENDATION a PUMP DISCHARGE BOLT PUMP BASE TO BASE WELL ACCESS LID HEAD ANCHOR BOLT W /HEX NUT 4" MIN 7 "x7" CUTOUT Ili RECOMMENDATION -SEE NOTES •IIU NOT SHOWN - SEE LENGTH & EMBED PER NEW STL BASE � IN BASE PLATE PLATE PER MFR'S w ��1 DET 4, THIS SHT MFR REQUIREMENTS PLATE �I EL= 478.00 SQ \` I 7 "x7" CUTOUT IN STL PIPE TO CASING P FILLET WELD ALL AROUND • ° Ili PUMP BASE STL BASE PLATE AB'S (8 MIN)- 1II _� SEE NOTES 1" STL ASE PLATE (32 1 FAB y" STL BOX & . B" SO) '■i o° NON- SHRINK GROUT 7...74 �� WELD TO CASING �i " -I" THK NON- // �� ` _ °�� 1■' 0 1 - CHAMFER ALL EDGES SHRINK GROUT ,y' ■ • rig �/ I I I 1114 BASE PLATE ��=�___o� II li 1 C AI ONC PUMP j TOP OF EXIST CASING I/ m c SEE NOTE f ler AT EL= 475.71 WELL ACCESS BOX, \ / _ BASE (3 -3' SO) HGT �� __� II ` FILLET SEE DET 4, THIS SHT AS REQD I 4 CUT /WELD AS WELD l i i i #4 UT 3" HOLE &WELD 3" ; 3 - 0 0 o ( VENT) CUT AWAY EXIST i 1 c < . ° — DEL a NEW 10" PUMP COLUMN J 1— • FIN FL I; 16" CASING AS REQ'D CONIC BASE a. �� EXIST WELL SEAL '' WELL VENT W /INSECT ° EXIST 16" LINER 8 #4- I RE REMOVE & REPLACE REVD BASE PLATE SCREEN -BENDS AS REQ'D, 4 a S AS REQ'D REPLACE �� PREMOLDED JOINT SEE SECTION B THIS SHT NEW I" SCH 40 PVC THRD FILLER EXIST 20" ODx0.375" WALL PLAN V l EW — PUMP BASE ® SPOOL (2 REQ'D), C ATTACHED TO COLUMN, STL SURFACE CASING. NEW PUMP COLUMN -10" D IA SCALE: NTS WELL CASING 4" MIN EXTEND TO TOP OF WELD NEW SPL AS EXIST 16" ODx0.375" WALL ST LINER, 1 PUMP BOWL, I NECESSARY FOR FINAL EL SEE SPECS CUT AS NECESSARY TO TERMINATE BELOW NOTES; SURFACE CASING NOTES: I. COMPLY WITH ALL REQUIREMENTS OF OREGON WATER RESOURCES DEPARTMENT FOR WORK I. HEAT PVC AND FORM LONG RADIUS CURVES CAPABLE OF PASSING ( ON EXISTING WELL. PUMP BASE EDGE DETAIL ® LEVEL TRANSMITTING AND LEVEL SENSING PROBES. ll 2. FURNISH AND INSTALL BRASS OR COPPER FITTINGS, PIPING AND VALVING AS SCALE: NTS 2. PROVIDE AND INSTALL I" CAP ON SPARE HOLE IN COVER. REQUIRED TO PROVIDE AIR RELEASE AND DRAIN. TYPICAL EACH PUMP. 3. INSTALL GROMMET AND CABLE /CONDUIT SUPPORT ON I" HOLES IN ( 3. ROUTE AIR RELEASE AND DRAIN PIPING TO TRENCH DRAIN. HOLD OUTLET PIPING COVER PER TRANSDUCER AND DOWN HOLE CONTROL VALVE SUPPLIER 1 6- INCHES OFF FLOOR. REQUIREMENTS. 4. ANCHOR BOLTS TO BE 7 (3" MINIMUM GALVANIZED STEEL WITH HEX NUTS (8 REQUIRED). 4. GRIND ALL INTERIOR EDGES OF ACCESS BOX, BASE PLATE OPENING LENGTH AND EMBED PER MANUFACTURER REQUIREMENTS. AND COVER PLATE SMOOTH AND ROUND. t 5. PUMP BASE BOLTS TO BE HEX HEAD BOLTS WITH LOCK WASHER, LENGTH AS REQUIRED. WELL ACCESS BOX Il 6. WELL VENT AND WELL ACCESS PORTS NOT SHOWN FOR CLARITY. SEE PLAN VIEW OF SCALE: NTS PUMP BASE, DETAIL 2 THIS SHEET. I DEEP WELL VERTICAL TURBINE n PUMP BASE DETAIL I" COP UP TO SCALE: NTS "Cl INSTRUMENT T PANEL HYPOCHLORITE INJECTION, ED SEE DET 2, SHT M -3 o TO HYPOCHLORITE 15 . 1 7 INJECTION PORT 0 • 7 - I 1 PUMP D I SCHARGE Q EL= 478.00 • EL= 478.00 0` • • BACKPRESSURE /ANTI SIPHON ifi ■ el 1 Q A.. . rI" PVC DECHLOR 1 ' VALVE (TYP OF 2) ��k{{{ E ^^ � ra I CHEM I NJECT I ON, ' PRESS GAUGE (TYP OF 2) 0_4 2 - ® _ n ( j 20" I + `I I I..I I � SEE DET 2 SHT M -3 - I 7 - � PULSATION DAMPENER (TYP OF 2) �r ... ► , C ,�f,_ r_41� o1 ® I 20" SURFACE CASING d . � � o p V PRESSURE RELIEF VALVE (TYP OF 2) FIN FLR 111 ttltl + 1 ® , 16" L INE R 1 PUMP ON WALL EL= 474.00 S MOUNTING I• - , • EL= 474.00 • • RETURN TO TOP OF Jr . } '• BRACKET (TYP HYPOCHLORITE TANK "WATER WELL C LICENSE" OF 2) ►• • ® _ ® II REQUIRED FOR ALL WORK WITHIN 45 — CALIBRATION CHAMBER ■ III�� LIMITS SHOWN 7.1 N (TYP OF 2) til L, p I • EL= Ilk 7 , 10" PUMP COLUMN NOTE: ._. a DOWNHOLE ASR CONTROL VALVE, ( - 2 FLEX TUBING • TANOCH LORITE ON FVC201 BOTTOM OF VALVE SEE MECHANICAL SCHEDULE ON SHT M -I FOR KEY NOTES. - EITHER SIDE OF ■ TANK 1 I PUMP, TYP OF ►c• l':',1 " ® 10' ABOVE TOP OF PUMP I (2), ALL OTHER , b _ i 1 NOTE: A I P201 o PIPE I" PVC LINER OMITTED FOR BV (TYP) SEE SHEET M - FOR MECHANI SCHEDULE. CLARITY BELOW THIS o POINT 11111---- ; SECT I ON CO , ��\ N r FOOT VALVE ' ✓ \ \ � i ' I CD' SCALE: NTS HYPOCHLOR I TE FEED DETAIL SCALE: '4 EL =- 106.75 I $ � A \ � ■ o ® - SECTION %''= I' -0" L J o �i �1F _ ¢ SHEET j NOTICE AS Q,F9 Kate Q 0 D BIAHED � "59N``8f - _ _ _ _ Murray Smith &Assoaates,Inc. ,■ P Q _ _ _ ASR 2 MECHANICAL R AILS - 1 M -2 a IF THIS BAR DOES DRAWN . ,�fi _ _ _ _ - _ = En /Pl anners CRY Of nGArtD I 0 NOT DRAWING Its ECK 9yO yF t o S � _ ,� - _ _ _ _ 121 5.6. Salmon, Suite 900 PHONE 503-225-9010 \ WELL HOUSE • cc9 Nor To scALE CHECKED w sz Portland, Oregon 97204 PAX 503- 225 -9022 EXPIRES 6 -30-06 PROJECT NO.: 03- 0603.204 SCALE: AS SHOWN ' 19 of 29 NO. DATE I BY REVISION _ _ DATE: MARCH 2005 PRESS GAUGE c r SIZE AS NECESSARY 6' -0" MAX r - S BRONZE SNUBBER INSUL PYROX SLV (LENGTH REQ'D TO I / 16" THAN MAX HEIGHT 6' AFF I/2" BRONZE BV 11111111 \ ' INSIDE DIM BETWEEN LESS (.. r •1 (NORMALLY OPENED) / WASHERS) INSUL WASHER 3" LONG x 1/2" 1 D noI;�= _ ./4:11- SEE SPEC )i" HDPE BACKPANEL BRONZE PIPE NIPPLE, TYP FOR MOUNTING ®• 1� — INSTRUMENTS 1" COP I I/2" BRONZE TEE STL WASHER O 0 ® O SEE SPECS - - ''I-.tt DRIP LEG � �� FROM 111 _ 0 - I" COP _ - a I 1.1 • • 710' 4. . X .1-9- .. - 1/2" BRONZE BV I NSUL GASKET ZONE I V. WELD-O-LET (NORMALLY CLOSED) f_ _J- . L 0 1 z 1 STL DISCHARGE PIPE FROM -- * - i) 9 1 ' COP m m m PRESSURE GAUGE ® I NSULAT I NG FLANGED JOINT e > > 0 P202 © �' ~ I- o- SCALE: NTS SCALE: NTS O , � , © i © I)¢" SST CHANNEL FROM HYPOCHLORITE SUPPORT &FRAME OR DECHLOR I NAT I ON r I PUMPS L J J I" PVC GIP WALL OR FLR z 0 z 0 STATIC MIXER (HYPOCHLORITE) m- m STL PIPE DECHLORINATION SEEP RING, I/4" ( ) a THICK STL RING, I" ANGLE PATTERN J J J J 0 SEAL WELD BOTH SWIVEL HOSE ELB ENDS 1" NPT x 1" HOSE _� GLOBE VALVE CARRIER PIPE ��'li • SST CONCRETE 0 iN © PIPE OD + 2" FOR _ _..,. �__ • SECURE PIPING 11 ,---. ■ PIPE SLEEVE <12 OR ,, J ID O WALL SLEEVE SECURE WALL S THROUGH GROUTED BASEPLATE m PIPE OD + 4" FOR PER LINK SEAL HER r I I I QD t D ANCHORS o f II IPE SLEEVE >12" d 1 - • Q LINK -SEAL, FINISH i -9'1', o . " : 4 I I I a " . a a 11 11 THUNDERL I NE CORP W /RUBBER SEALANT BY r ' ' !■ I " OF MAIL SPEC I F 1 ED i I A I a a 1f • a STL P I PE SLV I II a W /SEEP RING NOTF: FLOOR DRAIN MATFI?J M S : j I. FLOOR SLEEVE WITH SEEP RING TO BE HOT DIP GALVANIZED. r QI FOR HYPOCHLORITE: STATIC MIXER INJECTION BUSH. FOR IZ ESLASIN EC SS I' WELD -O -LET STEEL FLOOR SLEEVE 0 TYP I CAL HOSE B I BB (7) BUSHING. SIZES AS NECESSARY S SCALE: NTS CALE: NTS - - INSTRUMENT PANEL METER I ALS LIST: ®1" PVC FULL UNION BV i ADJUSTABLE �! I o ® O CHEMICAL INJECTION QUILL, KOFLO HASTELLOY NPW CONNECTION 0 OA MICROPROCESSOR BASED CONTROLLER WITH C -276 OR APPVD ED, LENGTH AS REQ'D I SELF -DRIP AUTOMATIC TRAP -_ ° DIGITAL DISPLAY PRIMER VALVE. PRECISION PLUMBING o O TURBIDIMETER SENSOR ® PVC NIPPLE MANIFOLD FOR TRAP PRIMING TUBES II PRODUCTS MODEL P -I OR APPVD EQUAL Al li ® FLOW THROUGH CELL WITH PROBE FOR Q5 I" x)¢" BUSHING "' PH /CHLORINE /CONDUCTIVITY MEASUREMENT � \ FLOOR DRA I N � �� NOTE: OD PVC FUNNEL ANCHORED ABOVE FLOOR DRAIN WITH AIR GAP r _ , I. ORIENTATION SHOWN IS FOR HYPOCHLORITE. / T SUPPLY 3 8 FOR DECHLORINATION, ORIENTATION OF PIPE IS �� COP TUBING, TYP f VERTICAL WATER QUAL I TY I NSTRUMENT PANEL 9 CHEM I CAL I NJECT I ON ® TUBE SUPPLYING FLOOR DRAIN TRAP (l SCALE: NTS SCALE: NTS FLOOR DRAIN TRAP PR I i SCALE: NTS �� ` ��` S . No � \ , cm go o o — Qom SHEET . 0 _ P4 L . 0 0 � DESI NED V ~� $ 1 �0 _ ,: _ Murr4Smith &ASSOaates,Inc, I A 0� 1 BAH - o, = En /Planners �` �`' �� ASR 2 MECHANICC DETAILS - 2 M -3 CCC cmr of n�aeo DRAWN , ,. �,�� , WELL HOUSE THIS BAR DOES �r ( I OREGON o NOT MEASURE 7" JLH 7�0 WW" 4 .a _ C r ' ,�_- 121 S.R. Salmo1, SUVA 900 PHONE 503 -225 -9010 M THEN DMNINC IS CHECKED /411' Sz ' ° TL�LL 0 NOT TO SCALE Portland 0re6on 97204 FAT 503-225-9022 20 of 29 0 NO. DATE BY REVISION E xP[RES e' - 06 PROJECT NO.: 03- 0603.2041 SCALE: AS SHOWN I DATE: MARCH 2005 t w DN S -1 HVAC EQUIPMENT SCHEDULE - I " NP TO SOFTENER I" NPW DN TO WH -I IDENTIFICATION SERVICE TYPE SIZE COMMENTS • = 1 BRINE TANK I" PW DN TO L -I PUMP ROOM WALL MOUNTED 12" 48 "W x 66 "H, 12" FRAME BOTTOM OF WALL OPENING J< WH -I & S -I \,31=F___ INTAKE STATIONARY ACOUSTICAL AT I'- 4" AFF W /MOTORIZED DAMPER MIN � ' �� FREE AREA 6.7 SQ FT f c Vim:: >>� �L _ L -2 ELEC ROOM WALL MOUNTED 12" 30 "W x 72 "H, 12" FRAME BOTTOM OF WALL OPENING I I - — U IN STATIONARY ACOUSTICAL AT 0'- 8" AFF r � .. -Y_ --- .. I W /MOTORIZED DAMPER t co _ l : MIN FREE AREA 4.4 SQ FT EHU-I i —� I 24 "W x 66 "H, 12" FRAME BOTTOM OF WALL OPENING L -3 INTAKE WALL MOUNTED !2" —_ — I — — I "PW i (FUTURE AMMONIA STATIONARY ACOUSTICAL AT f 4" AFF L r TD -I � ROOM) W /MOTORIZED DAMPER MIN - (� EF I \ FREE AREA 3. I SQ FT { ' ' N 7 I t 1 EF -I PUMP ROOM INLINE DUCT FAN W/ GREENHECK 50-160 -8 3 TRANSITION FROM FAN DUCT i I 01 I i EXHAUST FAN INLET GUARD, HANGING HP, 1 1 4 0 RPM, 3062 CFM @ SIZE S i TO WD 330 DAMPER & 11 L - �1 '_ _ 4 l , -- _ _ 1d NEOPRENE ISOLATORS 0.25 ". MOUNT TOP OF FAN 8" ACOUSTICAL LOUVERS 6 "SS �I� � �: uti DUCT FLUSH W /TOP OF 48 "W x 36 "H. BOTTOM OF 1! -.J , I Vii— L,. Co � ' - i; I C EXHAUST LOUVER WALL OPENING 8'-4" AFF I _ j c - I" PW DN TO • EF -2 ELEC ROOM INLINE DUCT FAN GREENHECK SO -160 -B 34 TRANSITION FROM FAN DUCT ( N • EW-I I >-� IOJ PUMP PR ELUBE HP, 1 140 RPM, 3062 CFM SIZE TO WD 330 DAMPER & ( >'' ,. ` EXHAUST FAN W /INLET GUARD, I 1 L 1 . '- 3 4" PW DN ORS NEOPRENE @ 8" ACOUSTICAL LOUVERS SOLAT N 48"W x 36"H. BOTTOM OF IA" PW DM z ��J j F. I SOLAT • WALL OPENING ®8' -4" AFF 1 , ' z i�" PW DN TO ;' 1 VALVE PILOTS - < r ` i L -3 I ill -I �l C ■ I I ` rti` - 7 4 Xi - EHU -2 EF -3 E XHAUST FAN INLINE DUCT FAN W/ GREENHECK SQ -160 -C TRANSIT FROM FAN DUCT (' • _ I I I a ' , ' ' ! (FUTUR AMMONIA INLET GUARD, HANGING HP, 860 I 2148 CFM @ SIZE TO WD 330 DAMPER & � TD -3 , i -TD -2 _ j ' I ROOM) NEOPRENE ISOLATORS 0.25 ". MOUNT TOP OF FAN 8" ACOUSTICAL LOUVERS DUCT FLUSH W /TOP OF 48 "W x 30 "H. BOTTOM OF �� 7 - -'SS i te r — --6 -56 4' - �= - EXHAUST LOUVER WALL OPEN I NG ®8'- 10" a h AFF. MANUAL OVERRIDE ` : i � �' SWITCH NEAR DOOR i I" NPW ON I 4 "SS �n I J �� a ^, O1 r ( I I ` i EHU- I PUMP ROOM WALL MOUNTED FAN FORCED 3.0KW MOUNT UN I TS 8' -0" AFF I �-� L ol I EHU -2 ELECTRIC UN I T 1:,I- '_ iEF-3 i ui C E UI P R M ' p _. I I ELE Q 00 —, ` , NPW V --$ — � r EHU -3 ELECTRIC ROOM ELECTRIC UNIT WALL MOUNTED FAN FORCED 1.5KW - H4„ L DI 1 l i :'\\ I I b E - 2 I I EHU -3 i �, „ , 1 I I \ L; ;1, 3g 0 . , I - I I i 1- 3'4" PW DN „ - UNION TYP . TO NPW 11�" PW 34 PW DN ( ) PRV PRESS GAUGE ( _ 3" VTR r 6 12' -10" SYSTEM r NOTE; - IN' PW DN L -2 • BV (TYP) . , 1 INSTALL SANITARY VENTS PER PLUMBING CODE. I I 031 II _ - WELL HOUSE HVAC AND PLUMBING PLAN STRAINER _ u SCALE: 3 ' e " =1' -0" _ _ BADKFLOW PREVENTER v I I y TO PW PLUMBING EQUIPMENT SCHEDULE SYSTEM I . - \ —GLOBE VALVE, NC 1 IDENTIFICATION SERVICE TYPE SIZE COMMENTS a 0 EW -I PUMP ROOM HAWS MODEL 8300 -CRP - ACID RESISTANT " EMERGENCY EYE COATING, TO MEET < 1 -; 7 WASH AND SHOWER ADA REQUIREMENTS - I FUNNEL W/2 I" DRAIN LINE TO FD AIR GAP, g WH -I HEATING POTABLE ON DEMAND, ADJUSTABLE EEMAX, EX 3512 T FIELD LOCATE ON WALL (TYP OF 2) o WATER W /TEMPERATURE CONTROL NEXT TO S- I cr S - SINK TYPE 304 SS HAND WASH - UP ELKAY CHS1716C COLD WATER FROM PW cr I S INK, WALL MOUNTED COMPLETE W /FAUCET & SYSTEM. HOT FROM WH -I . o FITTINGS FLR NOT: o ALL PIPING I�C R P N TD -I TRENCH DRAINS POLYDRA IN TRENCH PER PLANS & SPECS GRATE & FRAME 512af FOR 2 TD-2 TD -3 RON SYSTEM GRATE & FRAME POINT LOADS 2" COP FROM SERVICE, I PW NPW MANIFOLD ", O L o SEE SHTS M- I & C-2 SCALE: NTS OIL 0 \\ f i NOTICE AS �� PROF? • T� � SHEET L - o D D ESIGNED 4, 4 1� "4�. /y = MurraySmith &Associates,Inc, IA, ��`` ` r - HCM /DKH /BAH • �!!� ASR 2 MECHANICAL HNC AND PLUMBING M -4 ° DRAWN // Engineers /Planners OF TIGARD WELL HOUSE IF THIS BAR DOES / JLH �i THEN DRAWING CIS CHECKED 9yo9 �S 121 S.A. Sa Suitt 9110 p80N6 503 -225 -9010 O REGON o NOT TD SCALE Portland, Oregon 97204 ppy 503 225 -9022 2I of 29 t N0. DATE BY REVISION �I� 6 I PROJECT NO.: 03- 0603.204 I SCALE: , AS SHOWN I DATE: MARCH 2005 11 - UTILITY ELECTRICAL LEGEND � XFMR 1. • — &I WALL MOUNTED LUMINAIRE 0 `u' SURFACE MOUNTED FLUORESCENT LUMINAIRE -' • CT CAN _ A LUMINAIRE TYPE DESIGNATION 111555 O 2/32 - NO. AND WATTAGE OF LAMPS T ER MINAL M ETER O BOX. SEE 0 PHOTO ELECTRIC CONTROL 2 1: _ © $ WALL SWITCH • 3- THREEWAY WP- WEATHERPROOF D -DOOR SWITCH O GFI WP 800A 44 - a!- WIREWAY NTERRUPT NG PTACLE- NORMAL, GROUND FAULT \ b • 0 CONNECTION TO SPECIAL EQUIPMENT OR OUTLET AS SHOWN 2/0 AWG - BARE CU. I 9 30 MOTOR OUTLET. HORSEPOWER INDICATED • • 30 Q•I DISCONNECT SWITCH, RATING SHOWN r• MAIN CB ` PANEL I 1 • • --.1 PANEL " I I ELECTRICAL EQUIPMENT • I I 800A, OJ JUNCTION • BOX r o t 1 I MLO r '-: I I B\ 1N- GROUND JUNCTION BOX N CASING BLDG I 6 i 480/277V �' REBAR L -1 ®\ 30, 3W 0 THERMOSTAT (3) 10'x3/4" ATS _ GROUND RODS (FUTURE) SPACED • 20' -0" UNIT HEATER l APART (MIN.) 5O • ■ - i - A - A - / 3KVA A -6 HOME RUN, ELECTRICAL PANEL DESTINATION SHOWN. 7 „, . 480V --- •CONDUIT CONCEALED UNDERFLOOR OR UNDERGROUND. o � 'V V o VEDA ! 120/240V . CONDUIT EXPOSED IN PROCESS ANDOUIPMEN7 n EHU -1 EHU -2 10, 3W le _ 0 3KW 3KW 25KVA * NOTE: XFMR ALL UNMARKED CONDUIT RUNS CONSIST OF TWO NO.12 CONDUCTORS r--. •• O N CONDUIT. RUNS MARKED WITH CROSS - HATCHES INDICATE NUMBER o CH OHG - 201 OF NO.12 WIRE. LARGER GAUGES ARE SHOWN. REVERSE. INDICATES CATES CONDO GREEN GROUND WIRE. SIZE CONDUIT ACCORDING TO ELECTRICAL SPECIFICATIONS AND APPLICABLE CODE. LONG N O EQ. POWER CROSS HATCH INDICATES NEUTRAL O S UPPLY /RECTIFIER ` 1 I TRANSFORMER L o �• W ELL P UMP GROUND CONNECTION PER NEC ARTICLE 250 o —— MOTOR THERMAL OVERLOAD - RELAY - 0 . PA "L" 150A, u . o THERMAL MAGNETIC CIRCUIT BREAKER • 240/120y MAGNETIC ONLY CIRCUIT BREAKER (MOTOR CIRCUITS o � ONE — LIN E DIAGRAM 10 3W 4 '51 Y SETTINGS SHOWNOUS CURRENT RAT AND TRIP i c NO SCALE --l}— FUSE • o 0 O1 DRAWING NOTE I O ELECTRICAL CIRCUIT IDENTIFICATION L o LOAD SUMMARY LUMINAIRE SCHEDULE j 1 - 350 HP MOTOR 344.19 KVA Ti, SURFACE MOUNTED INDUSTRIAL FLUORESCENT FIXTURE, TWO 3 A 2 F32T8 /CW RAPID START LAMPS WITH ONE 120 V OO MULTIPLE ELECTRICAL CIRCUITS, SEPARATE CONDUITS I HEATING 8.00 KVA 2/32 ELECTRONIC BALLAST WITH RADIO INTERFERENCE SUPPRESSOR.. MISC. (XF MRS 25KVA 4- 3KVA) 28.00 KVA 0 METALUX IA- 232 -120 EB OR EQUAL. a SUBTOTAL 378.19 KVA 1 "C O MULTIPLE ELECTRICAL CIRCUITS. COMMON CONDUIT (SIZE SHOWN) v LARGEST MOTOR X 25 0 86.05 KVA B - WALL MOUNTED, CUT -OFF COMPACT FLUORESCENT LUMINAIRE NON -MOTOR LOADS X 259 8.50 KVA 1/42 WITH ONE (1) 42W TRT CF LAMP AND 120V HPF BALLAST. Ire crw H- SPARE CAPACITY (25%) 118.19 KVA LITHONIA TWAC -42TRT- 120 -X HP-LP 1 OR EQUAL. . 94 sw e•o.•�rton- Haisam C0 TOTAL 590.93 KVA Hl g n.ay. swte z50 i CURRENT 710.77 AMPS rton . Oregon 97005 o • REQUIRED SERVICE 800.00 AMPS • t g 2 - N GI 1 s �-.a F ( 1 2 I <zz N ('' Q rve —• • Q ,.11,../4h70 C �� C c , 3 *. ikx\ J Contact. JEFF HOWARD J Y SHEET 1 t. L : ] 0 NONCE 1 D ESIGNED ' �tP3 �- _ _ - M arra� S mit h &A ssocia t es, I nc' A,, ELE v E E- /! TA .u'L ASE 2 co t � D // ' Dco " .( _ �` _ = E a ee s /P lanners cm ONE -E DIAGRAM IF THIS BAR DOES LH v to ( FUGARD or�coN WELL HOUSE L._ THEN 1 15 CHECKED � Afl'iL t v' _ .C� _ I21 Si. Salmon, $Rite 909' mote -M-9010 A W - G 3 NOT TO SCALE - ..„..r, . Portland, Oregon 97204 FAX 503- 225 -9022 22 of 29 1 - EXPIRES 6/30/05 L... 3 N0. DATE BY REVISION ,.. PROJECT NO.: 03- 0603.204 SC AS S HOWN DATE: MARCH 200 r . • . /T. ... . . KEY NOTES: - 0 CONTRACTOR TO VERIFY SERVICE XFMR PAD _� LOCATION WITH THE UTILITY COMPANY: PROVIDE AND INSTALL XFMR PAD PER UTILITY REQUIREMENTS, O2 CONTRACTOR TO VERIFY TELEPHONE SERVICE I / LOCATION WITH TELEPHONE COMPANY. I I T \ / 0 VERIFY REQUIRED DEPTH FOR UTILITY SERVICE WITH I l / \ UTILITY COMPANY. ... \ \ • 0 WHERE MULTIPLE CONDUITS ARE IN SAME TRENCH, - 0 - ` F( -A - 0 \ \ / FOR T D SPERS ON.PACING REQUIREMENTS — __ •_ - - \ OS STUB, CAP, AND MARK CONDUIT LOCATION FOR _ I • \ I / O FUTURE GATE POWER /CONTROL INSTALLATION. I i I I , I �4 \ \ , 6 EXTEND BURIED CONDUITS FROM EXISTING • I �O ` TERMINATION. INSTALL CONDUCTOR FROM EXISTING ! I \ PUMP STATION APPROX. 320' NORTH AND EAST OF i1r119L1�► - EXISTING CONDUIT TERMINATION TO ELECTRICAL ROOM r 1 t>1��© \ PER CONDUIT SCHEDULE. COORDINATE WITH CITY I �� REPRESENTATIVE TO DETERMINATE LOCATION OF i::. i I ® LT 202 1 1 FUTURE CONDUITS. I . • CT CAN I 0 [..---: I I _ , I ' a3i, Q, • _ - - - r - • : 1 F - • _e ._ - _v POWER POLE - .. _. 1.. I c I I .. 1 1 Y... .- (EXISTING)' O c I E I 71i p ` I I • I \ I I _ 1 -- o e\ I I �.- - I O� I 1 T SW BULL MOUNTAIN ROAD -- ` - - - -- ------- - - -- -- � - - 78' MIN. FINISH GRADE _ 1_ - - +------------ - - - - -- _ n - -- _ - -- — zti - -- - -_ -- - -- G TE PEDESTAL 2O �i -�i( WARNING TAPE I i zdpo C. R - - - - - - - - x \ � J ' ? /.." / NATIVE - - _ - _ 1 I 1 /,,'� ' _ jA \ n BACKFILL v - — "�"—'— \ I I 30 MIN, \y // �!ii � _ UNDISTURBED � � • X \\ EARTH O 1 \ 1 I I O 4 e- Q \ / � \ (;' 1 I 1 I I ��\ 3 „ o 1. 1 I I I I , ' 7/,� • �� COMPACTED 1 O CONDUITS AS ',7 4 REQUIRED 3" 0 . o SITE PLAN 410 TRENCH DETAIL 3 1 NOT TO SCALE 41 SCALE: I 20' 0" a a. c ;1 C' • N . 940„, oy, Suite rto H . 9ry , 940Q SN Beaverton- NAlsaa-- r ss� Phonr. (50 }) 292 -6000 O ;; . \Beaverton, Oregon 92005 - m E r N , imaomlo,„• FAX: (sos).zsz-la �y E -moil, engOrweng. com 4 `P y oje<t NQ'\ ` aB },02}.001 Contact. JEFF HOWARD to r - _ - � SHEET NOTICE JLH �� Pis =.' — M urr ay Smith&Assod Incr , � o iN e r _ o L — D , DESIGNED - I ELECT I DRAWN _ _ _ .1 ' , = _ Engineers /Planners cmr of n�uiv S ITE PLAN E- 2 co u. IF oruEuR�i JLH crw A0-0) �� E ; 121 S.L. Salmon, Suite 900 PHONE 509 225 9014 WELL HOUSE THEN DRAWING IS _ �' �. i NOT To SCALE CHECKED Y L 5 Portland, Oregon 97244 AK 503- 225 -9422 23 of 29 3 NO. DATE BY REVISION 1 EXPIRES 6/30/05 PROJECT NO.: 03- 0603.204 SCALE: AS SHOWN DATE: MARCH 2005 • r TO EXISTING PUMP STATION T � 1 \ j j / L 1 KEY NOTES: _ _L _ _ _ _ _ _ _ _ ( In So Ot OAG201 IS "FUTURE" STUB -UP AND CAP CONDUIT. I D D EL : J : SD OH 2 HYPO- CHLORINATION SYSTEM. MULTIPLE - 1 ■ 0 � - - i74-- I = • f ® POWER /CONTROL CONNECTIONS REQUIRED. P204 ► P203 -''\\.(7.11111111 CL2 SYSTEM 1 CONTRACTOR TO VERIFY AND COORDINATE ALL © 1 4 PS /RECTIFIER 1 r EHU1 CP j �� ) ► t I I / ELECTRICAL CONNECTIONS WITH SYSTEM VENDOR. I _.(___i_e ` i r ,\ - I I 1 STUB -UP AND CAP. C � ' ■ l� �HG201 cf. O 14> 1 ► ___)/ CORTRCLLERI EFt __ __ - 1 __ \\ I 4. �' 1 L1 1 t,1\ 1 I _ CC I . I 1 PIT202 I T r01 ) \ i I LT201 1 _ \ 0 ` J� f ri I I I — .. � �o t g ... N . 4 ,"(v__4< P202 Y � 1 1r> 6 I C / \ 31 Fv . o p 0 FV202 A o ; ; \ / 4, N / L3 • \`\ © \ / 1 1 1 / \ 1��1/ 1 [," ° \ i i \ \ / t ` 1 I L r ° I 4 � ∎ ` \ \ '1 / EHU2 .. \ � / f METER O I I \ ) 1 / o ` I i� „ f PANEL "L °�'4' / -MAIN CR I cp t p rn M I a --- ��i 1 . '‘ . r: - CV201 \\ 2 °T i r / CD / �i / C� — � ° �� CT CAN /� // C�311 ► T 4>,..e, ' >� / cP � IO O PAN�I \ � �1T ( ! i { 1 1 / / �� `► 111 J OAG20 , AFC201 \ \ �'4�,ii 1 1 Q/ / \ T P20 DU201 o `� \ 1 I1 I / 1 \ 0 \ { 1 I / / T ■ EF2 • `I Mo P207 r _ ACD2*1 ` ?r,A 1 11 % � © \ Li - i O 4' EHU3XF N 1 1 / I \ \ OI I APH %TT 2u1 3 \ 1 ►I 0 MI N _______ O `\ { 1 I / �� 6 ° x6" WIREWAY y i • ' 0 1 W es. 1 ■- 1 , MEIN. l i I WO ' O }� / z 1 O CONTROL VFD PANEL "P" 1 PANEL (CP) '_ �I ' ' TO GATE t 2- / � C � Z - -- ---2 TO LT 202 1fI .. TO TELEPHONE ,I, V o PEDESTAL TO XFMR 1 • H') POWERS I GNAL PLAN 9t�cK1=d • N p SCALE: 1 I ' - 0 /2",-- Highway, o 2w oos Pnone: (3 ) 29 000 ENGINEERING, INC. P 3yi92 -142 A1 N T- ]4aerbrg Integrated 55a �. I t '}} ` :'=' Project N. 40t C .t.11.� HOWARD E 7 ' L ,,,, NOTICE JLH - ` 4' ��-` RO ��Q ` SHEET �, f _ - = = Murraj;Sm e 0 ,� , DESIGNED t� _ ASR 2 E L ECTRIC4 �I RCD • ; , 1as , _ ► _ — = Engineers/Planners Ih, DRAWN ,/,.1aco _ - aI IIleTS C tiYOFDGARD WELL HOUSE I 0 OWER /SIGNA<OOR PLAN E— 3 NOT MEASURE1 G F <r,p \9 9 -_--, _ _ l21 S.E. Salmon Si Sile 905 PHONE 503-2 25 9010 \ o1�GON 3 THEN DRAWING IS CHECKED Rf Y L M' ,')dam ( / NOT To SCALE 3 Portland Oregon MIA FAX 503- 225 -9022 NO. DATE BY REVISION °�� 6/30 05 24 of 29 3 - _ PROJECT NO.: 03- 0603.204 I SCALE: AS SHOWN I DATE: MARCH 2005 I {_ • B , l j S 1 42 MAIN, •n' -- - -q - -- _____I I:�� - - - -�1 Ii��f:��f�IUMf•f•1•�K111 ISI•� - g1.∎ n3 ■ I V .: 2I WP fi I 'WP ' P ' �� r I / . ° ' n G FI EHU - � o ( ' ►,v I ' EF - 1 L-24 L -3 L -14 L P -2.4.6 1 , �� LOUVER #1 -� ,' _ •� I A .>.- _ GF _ � WP ! . � � �� I C / 1 u . a — eta■ a�! , . `. � Igo , i. °� � Ai r. LOWER #3 E'. , ACTUATOR \ ' III Fr; ().- �� (( ` ° u , EHU- 2 � , i ',y' L P- 6.10.12 ,, ' I L_1 = , o 0,-,iiii `I /— _ PANEL "L" _ .a,�7� WP EHU -3 : I =' w - • 1 1 2 EF -2 ur — CI , L -20 I Ij I I�; ; PANEL "L" irMIL I � • • ° -• • Ii "- bum L-3 lc 'IN =Ell I ;`�` a00, , A -, ,. . - F I ,o Jo .. I 1 I J EF -3 LOUVER #2 PANEL "P" o ACTUATOR o c c uo • N Oi 0 f - 0 HVAC PLAN LIGHTING /RECEPTACLE PLAN 4 SCALE: 1 / 4 = 1 - 0 ' SCALE: I /4 "= I ' - E - ro I L 0 s. 120VAC N 1. GENERAL NOTES: - 120VAC N FROM PANEL L o A. UNIT HEATERS AND EXHAUST FANS ARE FURNISHED `- FROM PANEL L Y BY DIVISION 15, BUT ARE INSTALLED UNDER DIVISION Lu 1 SPOT, CENTER OFF MAINTAINED CONTACT, 16. 1 3 . ro: 20A RATED SWITCH k c THERMOSTAT r \ / J - O FF o -T- Y KEY NOTES: 0 1 I / \ o EXHAUST FAN A U I \ / I TYPE "B o • O TO INSTALL PHOTOCELL WITH ELEMENT FACING NORTH ^ I LUMINAIRES 3 OVERRIDE SWITCH H-Q P- 4 (TYP) O2 SPDT, CENTER OFF MAINTAINED SWITCH. SEE rJ i I (EF - ONLY) L _ - -, I / I c 4 410 1 J DEDICATED RECEPTACLE FOR P203 AND P204. -2 PHOTOCELL MOTORIZED I LOUVER I ./..--"\ n I 9400 SW Beaverton- 4d40ole (N po � H,gnwoy 250 p Beaverton, Oregon 97005 EXHAUST FAN CONTROL ® AREA LIGHTING CONTROL EN�E�, INC. `one (503) 292-6009 g , v a NOT TO SCALE NOT TO SCAL E^s `"`a N nwarMio hlagreWd 6oMbm' t, s Project No.: 483.023001 Cgnnloir 'AO "1 f a . _ a r p nwE{ � j NONCE JLH 4 , _ - = MurraySmith &Assoaates 1 ELECTRI � � E O 1 RCD ``' \ � � � S DESIGNED 7i 0 1 1 J J: 4 V + "• " � 0:'/ �ll�' _ _ a • — .0 , , ., f ASR 2 O 4 IF THIS BAR DOES DRAWN_ OREGON' , _ E nglrleerS /Planners CRY Of TIGARD HVAC AND LIGHTI9�ACLE OD k7.• OREGON WELL HOUSE / NOT MEASURE 1' JLH F ` «Ip 1 ' �= 121 S.T. SalmoB, Suite 900 PHONE 503 - Z25 -9010 THEN DRAWING IS CHECKED �+'fY L. F �` { 1 i • • NOT To SCALE ' — Portland, Oregon 97201 VI 503 (- NO. DATE BY REVISION £89055 6/30/05 1 ' 3 I PROJECT NO.: 03- 0603.204 SCALE: AS SHOWN DATE' M ARCH 2005 29 1` 11 • r n . - PANEL: "P" BUS: 800A VOLTAGE 277/480V, 3PH, 4 WIRE PANEL "L" BUS: 150A VOLTAGE: 120/240V, 1PH, 3 WIRE FEEDER: SEE POWER RISER MAIN BRKR: (NONE) MOUNTING: (SURFACE) FEEDER: SEE POWER RISER MAIN BRKR: 125A MOUNTING: (SURFACE) CKT CKT BREAKER LOAD LOAD CKT BREAKER CKT CKT CKT BREAKER LOAD LOAD OCT BREAKER CKT NO. CIRCUIT DESCRIPTION POLES /AMPS Type Volt -Amps PHASE Volt -Amps Type POLES /AMPS CIRCUIT DESCRIPTION NO. NO. CIRCUIT DESCRIPTION POLES /AMPS Type Volt PHASE VolI -Amps Type POLES /AMPS CIRCUIT DESCRIPTION. NO. 1 WELL PUMP (350 HP) 3 -600 114731 A 1000 3 -20 EHU -1 (PUMP ROOM) 2 1 LTS - WELL ROOM 1 -20 732 A 540 1 -20 RECEPTS - WELL ROOM 2 3 - - 114731 B 1000 4 3 LTS - AMMONIZAT1ON ROOM 1 -20 244 B 540 1 -20 RECEPTS - WELL ROOM 4 • r 5 - - 114731 C 1000 6 5 LTS - ELECTRICAL ROOM 1 -20 183 A 360 1 -20 RECEPTS - WELL ROOM 6 . 7 CL2 SYSTEM PS /RECTIFIER 3 -20 1000 A 1000 3 -20 EHU -2 (PUMP ROOM) 8 7 LTS - EXTERIOR 1 - 171 B 360 1 -20 RECEPTS - AMMONIZATION ROOM 8 9 - - WOO B 1000 - - 10 9 FCV -201 CONTROL PANEL 1 -20 600 A 360 1 -20 RECEPTS - ELECTRICAL ROOM 10 11 - - 1000 C 1000 - - 12 11 HYDRAULIC PUMP P -206 (1HP) 2 -20 960 6 360 1 -20 RECEPTS - ELECTRICAL ROOM 12 13 PANEL "L" (XFMR) 2 -70 12500 A SPACE 14 13 - - 960 A 1656 1 -20 EF -1 (3 /4HP) & LOUVER , 1 14 rj.. 15 - - 12500 B SPACE 16 15 CONTROL PANEL (CP) 1 -20 1920 B 1656 1 -20 EF -2 (3 /4HP) & LOUVER #2 16 17 SPACE C SPACE 18 17 DU- 201/P205 1 -20 1200 A 864 1 -20 EF -3 (1 /3HP) & LOUVER #3 18 19 SPACE A SPACE 20 19 OAG- 201/P207 (FUTURE) 1 -20 1200 8 1000 1 -20 EHU -3 (ELECTRICAL ROOM) 20 ' 21 SPACE 8 SPACE 22 21 WH -1 1 -40 350 A 0 1 -20 SPARE 22 23 SPACE C SPACE 24 23 OHG -201 1 -20 120 B 1200 1 -20 P203. P204 24 25 SPACE A SPACE 26 25 SPARE 1 -20 A 1 -20 SPARE 26 27 SPACE B SPACE 28 27 SPARE 1 -20 B 1 -20 SPARE 28 29 SPACE C SPACE 30 29 SPARE 1 -20 A 1 -20 SPARE 30 31 SPARE 1 -20 8 1 - SPARE 32 33 SPARE 1 -20 A 1 -20 SPARE 34 CONNECTED LOAD TOTAL LOAD NOTES 35 SPARE 1 -20 B 1 - SPARE 36 37 SPARE 1 -20 A 1 -20 SPARE 38 LOAD PER PHASE (VA) A= 130231 A= 161747 1. 39 SPARE 1 -20 B 1 -20 SPARE 40 r B= 130231 B= 161747 41 SPARE 1 -20 A 1 -20 SPARE 42 C= 117731 C= 149247 2. LOAD PER PHASE (AMPS) A= 470.15 A= 583.92 3. CONNECTED LOAD TOTAL LOAD NOTES 6= 470.15 8= 583.92 C= 425.02 C= 538.80 4. LOAD PER PHASE (VA) A= 10955 A= 12043 1. HYDRAULIC PUMP (P206) IS FED TOTAL LOAD (KVA) 378.19 472.74 5. 8= 10811 6= 11899 VIA FCV -201 CONTROL PANEL (....._ 2 . SPARE CAPACTTY 25.005 94.55 DATE 25- Mar -05 LOAD PER PHASE (AMPS) A= 91.29 A= 100.36 3. B= 90.09 8= 99.16 4. TOTAL LOAD (KVA) 21.77 23.94 5. SPARE CAPACITY 10.00% 2.18 DATE 25- Mar -05 i.- PANEL "P" SCHEDULE ® PANEL "L" SCHEDULE NO SCALE NO SCALE 0 u C 0 n CEILING . n 12 "X6" TEE t o 6"X6" WIREWAY CEILING 6 "X6" WIREWAY M �� 24" + 4"x4" "CONTROL") + �j • '- --1- (DC "CONTROL ") 1. • r. M 11_■■._L _._ 0 12 "X6" TO 6 "X6" 12"X6" TO 6"X6" REDUCER REDUCER A 36 "Hz24"Wx8 "D APH/ O (MIN) NEMA 12 ATU AFC , II 17201 1 ` ENCLOSURE 201 201 i (SHOWN W/O COVER FOR CLARITY) 3 12 "X6" WIREWAY O c 4 "z4" WI 4 • * t .... 0 1 1.1 8" MI N (AC 'POWER ") I I 1 p 800A RATED POWER DISTRIBUTION 12 24" AFF + ' 5j + o CCI TERMINAL BLOCKS AtF 3" MIN �! 1� ' ` t- � ✓ l , I t Q FINISHED FLOOR t7 C `` FINISHED FLOOR � O � 1 0 --: 4t � g ;o TERMINAL BOX ELEVAT t ON— DETAIL WIREWAY ELEVATION —DETA ! L 4 Pe N NO SCALE NO SCALE E_ 0 9400 SW fieoverton -Kmeae erton, 0regon 0 v Plane: (503) 292 -6000 FAX (503) 792 -1422 N ((`{ to 'Engtrree rIN E lntcg � r at d SoAx INC. E - o4, ...rngor.e"g corn L_ r Project Na.: 483.023.001 Conto<l: JEFF HOWARD (n o NOTICE JLH . PROF _ _ SHEET �I 0 DJWs ° F� = o ° — = Murra�;Smith &Assoa L D D ates ELECTRICAL I; / , 33 zl ° . ,' � u , , ;.`.1 _ ASR 2 2 F THIS BAR DOES r'-1 DRAWN oTsaoN it _ ,F 8 E E ngineers /Planners c nyoF TIGARD WELL HOUSE PANEL SCHEDULES AND DETAILS E —`5 3 NOT MEASURE 1" CHE CKED �` ' L l te .,- 4 ,e f — 12 121 S.6. Salmon, Suite 900 PHONE'503 -225 -9010 012EC�N THEN DRAWING IS .../ NOT To SCALE 4 - — - - Portland, Oregon 97204 FAX 503 -225 -9022 / 26 of 2 EXPIRES z�' NO. DATE ' BY REVISION °� 6/30/05 I PROJECT NO.: 03- 0603204 SCALE AS SHOWN DATE: MARCH 2005 RI R2 R3 R4 R5- T01 • DISC. SW � -_ X27 X2 VFD FAULT ri -o r _.. L 1 T1 - • ' • RS • F I © FAULT ( -1) v NOTC1 480V, 30 -6 L2 VFD r2 - 0 I I I ■ I I I I I I I I 1 1 1 I 1 I I R5 Q FAULT I -oh V o L3 T3 • H 0 A CONTROL TERMINALS 11111 TO CONTROL PANEL (CP) gy p- -- • 480V/120V • ° X00 1� p 1. 77 . 7 775,5 CPT R4 R1 -1 - CONTROL VALVE SOLENOID O1 • /°H° °11° COX MOTOR CONTROL CIRCU 0 ® I . R4 0-10 MIN. NO SCALE E -5 . I b0 �2 SET ® 5 MIN VFD ENCLOSURE FAN r • • D VFD CONTROL POWER ON r 0 q J� W � H A LEGEND' /e STOP START T02 RS R2 PUMP CALL TERMINAL BLOCK X21 FUNCTION X27 VFD CONTROL TERMINAL BLOCK I ( ...... / ° I x0D rill II VFD CONTROL TERMINAL 1 VREF TERMINAL VOLTAGE 10 VDC NOTC R1 ToRt POTENTIOMETER 2 GND MAX- 10 MA (W/ TERMINAL BLOCK NUMBER) 01 l l 1 K OHM �� 3 AI1+ EXTERNAL REFERENCE 1 (HAND) 4 Al- 0 ... 10 V PUSH -TO -TEST PANEL LAMP WITH COLORED LENS REMOTE CALL - p 5 Al2+ EXTERNAL REFERENCE 2 (AUTO) A - AMBER \O _ _ 4 -20mA I °ODx CI --I --- 6 Al2- 0 ... 20 mA B - BLUE I (FROM CP) R - RED - -L - 7 AI3+ NOT SPECIFIED IN THIS APPLICATION W - WHITE I 00X TO VFD - 8 AI3- 0 ... 20 mA i -.--- • .1 �_ - -- CONTROL R1 CONTROL RELAY xox TERMINALS H 0 A O 9 A01 + SPEED Y 4 -2OmA t)/1 - -- o 10 A01- 0 ... 20 mA < -> 0 ... MOTOR NOM. SPEED • • 1 x00 —� - --p , • 1+ 11 AO2+ CURRENT R1 -1 I PRE LUBE CD 12 A02- 0 ... 20 mA < -> 0 ... MOTOR NOM. CURRENT o I ° ppp lll 00X TERMINAL BLOCK X22 KEYED NOTES: TDt° 1 011 START STOP HAND EXT1 • LuBE PRESSURE SW i / ( ) VIA CONTROL PANEL. CORDINATE WITH O 0 -10 MIN. H 0 i I NOTC k STRT /STP /DIR O CONTROLS DESIGN TO CORDINATE IF ACTUAL m ❑ - -ono- -- ELL 0 • / 2 DI2 NOT USED (PARAMETER 1'0.1) cii SET ®5 MIN � � 3 D13 EXT1 /EXT2 SELECT p SEE MOTOR X00 I SET TO DI1 RELAY'' IS FOR SIIGNAL. I ... n WELL PUMP CONTROL I 4 D4 • RUN ENABLE CIRCUIT FLOW 1 .._._._I_ TO1 5 D15 • NOT USED EXT20 SIGNAL DERIVED FROM ANALOG LEVEL r 9 o- -o- -- o- -- 00X STRT /STP /DIR SIGNAL. COORDINATE WITH CONTROLS JUMPER 6 DID START /STOP (AUTO) (PARAMETER 10.2) DESIGN. rn NOTC 7 +24DVDC SET TO 016 a W ( L _ , O � W _ O +24 VDC MAX 100 mA ® PROVIDE LINE AND/OR LOAD REACTORS 0 I p - -°. f f --a 8 +24DVDC AS RECOMMENDED BY VFD 0 ~ J (FROM CP) 9 D GND DIGITAL GROUND MANUFACTURER. 0 3 TERMINAL BLOCK X23 ci o • R2 f Y A WELL LOW 1 +24 VDC AUXILIARY VOLTAGE OUTPUT 24 VDC • • w 9 T A � P � 2 GND MAX. 250 mA NOTES: CS TERMINAL BLOCK X25 i. CONNECTIONS SHOWN- ARE FOR • k88 ACS 1. c AUTO 1 2 R011 R012 J / RELAY OUTPUT 1 MA MARKED ° - • EXT. CTRL ASTERISK ( ") INDICATE CHANGES TO au X25 X25 - 3 R013 DEFAULT VALUES, { VFD IN "AUT ` *� V ° I • © R3 TERMINAL BLOCK X26 2. IF ANOTHE 6N''` Da. CTRL �2 _V4[1, -i 1,nD ADDITIONAL 1 R021 I PILOT D VIGE\S MA: BE REQUIRED. VFD Tii TO 1 CONTROL 2 R022 RELAY OUTPUT 2 KEYF NOT\ SOWN) SHALL BE RUNNING RUN CIRCUIT 3 R023 :1,::k..) � , ©�NT tiNC EXTERIOR OF VFD CABINET. inc v l X26 x26 TERMINAL BLOCK X27 �e ,q, �w� • O 2 .1 © G RUNNING - 1 R031 / G, V RUNNING .J .Y i= _ RELAY OUTPUT 3 � �� I 2 R0 32 FAULT ( -1) Q Q . - H igh 4W Be 250 Hiltadaie ,�, Hi hr Suite 250 L * % * . o 7�""r 3 8033 _ O N Bo oerton, Oregon 92005 o 'ems E A % M (so3) 292-1422 izz a ENGINEERING, INC. _ VFD CONTROL TERMINALSo-ge,��wtwu E roa, °~ °� N O SCALE .0 E -5 Project No: 483.023.001 Contact JEFF HOWARD E L T a NOTICE OFD P SHEET ° �`" DESIGNED • . / e s c5. 1N ,7. _ - .---- - M ° S Smith &AS ociates 1 A Tac 0 , 1 yr — _ � � nyn "t , I :� DM � t — 2t ASR 2 ELECTRICAL — 1 - _ LLy a — E ngmeerS / Pl anners CITYOFTIGARD MOTOR CONTROL DIAGRAMS E -6 IF THIS BAR DOES • / DOES , �/� N WELL HOUSE - NOT MEASURE 1" JLH Nice/. - � _ _ 121 S.R. Salmon, Suite 900 P11090 503- 225 -9010 OREC'O r "� i NOT TO � SC N ALE1S CHECKED �7 L 1 "`;-V — _� Portland Oregon 97204 FAX 503- 225 -9022 27 of 29 , NO. 1)ATF RY RFVI SION E XPI RE S 0/30/0 % PROJECT NO : 03 0603.204 I SCALD AS SHOWN II DATE: MARCH 2005 f:1 .'r, , ELECTRICAL CIRCUIT SCHEDULE ..,...„ , All Circuits are identified on the Plans with the diamond symbol. Conductor noes are bused on capper conductors. Conduit sizes ore shown 23 CONTROL PANEL (CP) FV204 (1) 12 AWG, P 1 47 EXISTING PUMP STATION CONTROL PANEL (CP) (2) 12 AWG, P 1 DC POWER C for cases when - circuit conductors are run without other circuits. Multiple circuits run in common conduits are shown on plans and supersede (1) 12 AWG, N • (1) 12 AWG, C 'i the basic conduit size shown. (2) 14 AWG, C (1) 12 AWC, G 48 EXISTING PUMP STATION CONTROL PANEL (CP) - 1 FUTURE Z Raceway sizes are in inches with quantities in excess of (1) shown in adjacent parenthesis. Conductor configurations ore coded as follows: (f { P- for power conductors, G - for ground conductors, N - for neutral conductors, C - for control conductors, and SP - for spare conductors. 24 CONTROL PANEL (CP) FV203 (1) 12 AWG, P 1 49 CONTROL PANEL (CP) P203 (1) 16 TSP, C 1 ,ANALOG Circuits revised since last i indicated by an esterisk(•). (1) 12 MEG. N (1) 12 AWG. G } issue are (2) 14 AWG C P204 (1) 16 TSP, C 1 ANALOG Ckt No From To Conductors Raceway Notes (1) 12 AWG, G 50 CONTROL PANEL (CP) (1) 12 AWG, G A UTILITY POWER POLE XFMR PAD/VAULT - - -- 4 PROVIDE PULL WIRE. 25 CONTROL PANEL (Cl') P1T202 (1) 18 TSP, C 1 ., (1) 12 AWG, G i 1 XFMR PAD/VAULT CT CAN - - -- (2) 4 PROVIDE PULL WIRE. 26 CONTROL PANEL (CP) 4x4" AC ( "POWER ") (4) 12 AWG, P 1 (P) PROVIDE ONE CONDUIT FOR POWER 2 CT CAN METER BASE - - -- 1.25 PROVIDE PULL WIRE. WIREWAY (4) 12 AWG, N 2 (C) AND ONE FOR AC CONTROLS. (8) 14 AWG. C " 3 CT CAN MAIN CB (6) 500 KCMIL, P (2) 3.5 (8) 14 AWG, SP (2) 500 KCMIL N (2) 12 AWG. G (2) 1/0 AWG, G 27 CONTROL PANEL (CP) 4 "x4" DC ( "CONTROL") (4) 18 TSP. C 2 4A ,MAIN CB TERMINAL BOX (6). 500 KCMIL P - - -- VA 6 "o6" WIREWAY. WIREWAY (4) 18 TSP, SP (2) 500 KCMIL, N (1) 12 AWG, G 7., (1) 1/0 AWG, C ! 28 CONTROL PANEL (CP) LT202 (1) 18 TSP, C 1 • ' ! 48 TERMINAL BOX PANEL "P" (6) 500 KCMIL P - - -- VIA 6 "x6" WIREWAY. (1) 12 AWG, G ))) (2) 500 KCMIL N (1) 1/0 AWG, C 29 4 "x4" AC ( "POWER") DU201 (1) 12 AWG, P I WIREWAY (1) 12 AWG, N 5 PANEL "P" VFD (WELL PUMP) (6) 350 KCMIL, P (2) 3 (1) 12 AWC, G (2) 1 AWG, G 30 4 "x4" AC ( "POWER") OAG201 (FUTURE) 1 PROVIDE PULL WIRE. STUB -UP AND :. 6 VFD (WELL PUMP) WELL PUMP (6) 350 KCMIL, P (2) 3 WIREWAY C AP. (350 HP) (2) 1 AWG, G 31 TELEPHONE PEDESTAL CONTROL PANEL (CP) - - -- 2 PROVIDE PULL WIRE. 7 PANEL 'P" XFMR (PANEL "L ") (2) 4 AWG. P I (1) 8 AWG. C 32 ELECTRICAL ROOM LATE - - -- 2 PROVIDE PULL WIRE. POWER (7. CONDUIT FOR "FUTURE" GATE 8 XFMR (PANEL "L ") PANEL "L" (2) 1 AVID, P 1.5 CONTROLLER. (1) 1 AWG, N 33 ELECTRICAL ROOM GATE - - -- 2 PROVIDE PULL WIRE. CONTROL (1).6 AWG, G CONDUIT FOR "FUTURE" GATE l-. 9 PANEL 1" CONTROL PANEL (CP) (1) 12 AWG. P 1 CONTROLLER. (1) 12 AWG, N (1) 12 AWC, G 34 VFD (WELL. PUMP) CONTROL PANEL (CP) (2) 18 TSP, C (2) 1 PROVIDE ONE CONDUIT FOR AC (2) 18 TSP, SP CONTROLS AND ONE FOR DC 10 PANEL 7' 4 "x4" AC ("POWER") (1) 12 AWG, P 1 PROVIDE PULL WIRE FOR "FUTURE" (8) 14 AWG, C CONTROLS. WIREWAY (1) 12 AWG. N AMMOIJIZATION SYSTEM LIFT. (12) 14 AWG. SP (1) 12 AWG, G (2) 12 AWG, G • 11 PANEL "L" FCV201 CONTROL (3) 12 AWG,, P 1 TWO CIRCUITS: ONE FOR P206- 35 PANEL"L" OHG -201 (1) 12 AWG, P 1' PANEL (1) 12 AWG, N (240VAC, 1 -PH) AND ONE FOR FCV (1) 12 AWG, N (1) 12 AWC, G CONTROL PANEL (120VAC. 1 -PH). (1) 12 AWG, G 12 FCV201 CONTROL P206 (1 HP) (2) 12 AWC, P 1 36 4o4 AC ( "POWER ") ATU201 (1) 12 AWG, P 1 c PANEL (1) 12 AWG, G WIREWAY (1) 12 AWG, N O (2) 14 AWG, C o C 13 CONTROL PANEL (CP) TERMINAL BOX BY (2) 18 TSP. C 1 FOR P11201 AND LT201 (6) 14 AWG, SP O WELL PUMP (2) 18 TSP, SP (1) 12 AWG, G (1) 12 AWG, G • rn 37 4 "x4" AC ("POWER ") AFC201 (1) 12 AWG, P 1 N 14 PANEL "L" WH -1 (1) 12 AWG, P 1 WIREWAY (1) 12 AWG, N 0 (1) 12 MPG. N (2) 14 AWC, C O (1) 12 AWG, G (6) 14 AWC, AWG, S 1 1 PPP"' O 15 CONTROL PANEL (CP) TERMINAL BOX BY (6) 14 AWG, C 1 FOR FCV201, F5201, AND SV201. WELL PUMP (8) 14 AWG, SP 38 4"o4" AC ( "POWER ") ACD201 (1) 12 AWG, P 1 ' \ (1) 12 AWG, G - WIREWAY (1) 12 AWG, N r'7 (2) 14 AWG, C 5 . 16 PANEL "P" CL2 SYSTEM POWER (1) 12 AWC, P 1 (6) 14 AWG, SP 1 [ T SUPPLY /RECTIFIER (1) 12 AWG, N (1) 12 AWG, G -J (1) 12 AWG, G 39 4 "x4" AC ( "POWER ") APH/Tf201 (1) 12 AWG, P 1 /'� 3 17 FIT201 CONTROL PANEL (CP) (1) 18 TSP, C 1 WIREWAY (1) 12 AWG, N "0 (2) 14 AWC, SP (4) 14 AWG, C • 1` (1) 12 AWG, C (6) 14 AWG, SP • 1 I (1) 12 AWG, G - .. u- 18 CONTROL PANEL (CP) FIT201 (1) 12 AWG. P 1 Si U (1) 12 AWG, N 40 4 "z4" DC ( "CONTROL' ) ATU201 (1) 18 TSP, C 1 (2) 14 AWG, C WIREWAY (1) 18 TSP, SP j (1) 12 AWG, C (1) 12 AWG, G 0 ' 19 CONTROL PANEL (CP) FV202 (1) 12 AWG, P 1 41 4 "x4" DC ( "CONTROL ") AFC201 (1) 18 TSP, C 1 01 (1) 12 AWG, N WIREWAY (1) 18 TSP, 5P CD (2) 14 AWG, C (1) 12 AWG. G I (1) 12 AWG, G C 42 4"x4" DC ( "CONTROL") ACD201 (I) 18 TSP. C 1 ,` \ 'r\ % 20 CONTROL PANEL (CP) OGH2O1 CONTROLLER SEE NOTES (2) 2 VERIFY REQUIRED SIGNALS WITH WIREWAY (1) 18 TSP, SP r'y� \ { 0 r NI CONTROLS CONTRACTOR. PROVIDE (1) 12 AWG, G �t ''1'' SEPARATE CONDUITS FOR AC AND 3 DC CIRCUITS. 43 4 "x4" DC ( "CONTROL") APH/TT201 (2) 18 TSP, C 1 y `C� I ` •5 VI WIREWAY (2) 18 TSP. SP `s f V `. „+ QI 21 CONTROL PANEL (CP) FCV201 CONTROL PANEL SEE NOTES (2) 1 VERIFY REQUIRED SIGNALS WITH (1) 12 AWG. G `ry' "o CONTROLS CONTRACTOR. PROVIDE ��, ,' SEPARATE CONDUITS FOR AC AND 44 EXISTING PUMP STATION CONTROL PANEL (CP) (4) 16 TSP, C 1 ANALOG SIGNALS �. ). .{^ '" cn DC CIRCUITS. (1) 12 AWG C I Q N 22 CONTROL P ANEL (CP) P202 (1/3 HP) (1) 12 AWC, P 1 45 EXISTING PUMP STATION CONTROL PANEL (CP) (20) 14 AWG, C 1 DIGITAL SIGNALS 9400 SW Beaverton 7005 • (1) 12 AWG, G . HkJhwoy. Suite 250 C j ( 1) t2 AWG, N (1) 12 AWG, G O I • Phone: (503) 292 - WOO neavenon, Oregon 97005 O 46 EXISTING PUMP STATION CONTROL PANEL (CP) (1) 12 AWG, P 1 AC POWER ENGINEERING, INC. FAX. (50 3) 292 -1422 a (1 12 AWG,G in in () 12 AWG, N 'Engineering Integrated 5o4tlwe• E-mail. rwengarweng.com Project No., 183.023.001 Contact: JEFF HOWARD L_ T - - SHEET to NOTIC� JLH N s tag J/ r o o '/2 1 DESIGNED e/ _ � v ,a - Murra Smith &Assaaates , A, ELECTRICAL m, DJW i/ p ASR 2 r'1 - - DRAWN r oN _g' "�_ _ EIlgineers /Planners CRY OFnGnen WELL HOUSE CONDUIT SCHEDULE E -7 C BAR a • I NOT 11 MEASUREE 1 " JLH ‘ ro ‘91,400 ° W e _ 121 S.A. Salmon, Suite 900 PHONE 503- 225 -9010 OREGON j 3 NOT TO DES CHECKED l L 1R -50' — — — Portland, Oregon 97204 PAT 503- 225 -9022 EXPIRES 6/30/05 I PROJECT NO.: 03- 0603.2041 SCALE: " AS SHOWN' DATE: MARCH 2005 28 of 29 w � N0. DATE BY REVISION I ASR WELL COT -2R 1 I r ------------------------------ - - - - -- - - -- - BUILDING I --------------------------- --------- 1 i .._. 1 r PLC _ FROM WATER r r - INSTRUMENTS { E r -- I I I I I I L I �.. I I I L 1 N k . F L t 1 1 r FCV 201 1 CONTROL PANEL 0 I L r - - PI 1 (( I 203 9 • FIT — P206 a 201 r r - - -J w I I I I I I J J _ EL 477.5' TOP OF ROOF 0 CL I , 1 r v ' YA T I 1 I , RV ° - EL 475.3' VERFLOW 1Wf I NI A V SV 0 0C 0 {-_,., 201 SA �' �' I TTIC I I L . . MIX P I J � ► I IMI I I ( f — � I , t • I �- Vn�"�""� ► 1 0 MG i H I I 204 z V RESERVOIR o 1 L _ _ _ _ ~ M ► RP \ / -EL 439.6' FLOOR LT V I 20 PW L -� , w ' 10,:-41 \ J 1... I 0 ...... PUMP PREL I 0 TO POTABLE L_ -, SV _ a —o:=;----- WATER (PW) SYSTEM 1 -0. 474.00' r 203 J N STATION FLOOR LLL»>�ttt w RP FV FCV 201 202(, am J 203 ZS p� _ _ P20 CONTROL LINES 203 , , , PW o L N TO NONPOTABLE r - 40 -60 PSI WATER (NPW) SYSTEM I / R _ ► le ::-• © ¢ T I I RECHARGE AND UTILITY I • I 1 T WATER SUPPLY FROM 713' ZONE aZ J [ F - - -- J Alt I TIE - IN FOR FUTURE RECHARGE I I TO DRAIN I I WATER SUPPLY FROM 550' ZONE DECHL � I 4-I -1 ' I DU 201 1 � TO 4 - ACD AFC ONSITE 201 201 49 I 16 NPW HYPOCHLOR I TE 4, I GENERATOR, .�.. Y — 1 ""'a� OHG 201 I I I TO DRAIN r� -.. - L -- P203 P204 4-NPW L AP • o — �3Y 201 I TO DRAIN P205 0o TO DRAIN L J 0 I FC L I ► rI I -EL 471' Ln ,-) I TO IN PORT _ J I I TO STORM WATER -` I J P201 ONSITE AMMONIA n - -� SYSTEM I H GENERATOR, OAG 201 1-+ TO PLC PUMP TO WASTE i _ J GENERATOR I v I ASR WELL COT -2R P207 I (FUTURE) I TO 4__ LT - J DETENTION SYSTEM '6 "1, LL i, � f , -2 E o (FUTURE) L PLC 202 �' i - �, �� ' I R p R � `' �1 T N o I C3:1: TO DRAIN T AP M J r1 0 I M o L i NOTICE AS �c� P�`ft� SHEET o D D ESIGNED a ; P _, - MurraySmith &Assadates (T3. PROCESS AND INSTRUMENTATION v. 503- 225 0 N '`.. * - . E -E Engineers /Planne cmr OF nGARD ASR 2 DIAGRAM I -1 o NOT MEASURE JLH ' yoF y r = .E 121 SI. Salmon, Suite 900 PHONE 503 -225 -9010 o�6oN WELL HOUSE o NOT TO SCALE CHECKED i VSZA V Portland, Oregon 97204 11I -90 29 of 29 [ O NO. DATE BY REVISION BI 6 PROJECT NO.: 03- 0843.204 I SCALE NONE I DATE: MARCH 2005 c� PRGre Project: Tigard ASR Project — Pump llouse v �' 56275 1 4 /dr Tigard, OR. 97224 OREGON O Z ✓ut Client: Murray, Smith and Associates, Inc. !y 9 2 121 SW Salmon, Suite 900 RECEIVED / <<iAMP Portland, OR 97204 EXPIRES 1 2/31 /06 Phone: (503)225 -9010 'JUL 2 6 2005 Fax: (503)225 -9022 CITY OF TIGARD BUILDING DIVISION Structural Calculations Scope: To provide structural calculations for the design of a new CMU building located in Tigard, Oregon. This design will encompass both gravity and lateral analysis for the new CMU building. References: 1) Architectural Drawings — Supplied by client 2) 2003 International Building Code (IBC) 3) SEI/ASCE 7 -02, Second Edition, Minimum Design Loads for Buildings and Other Structures, American Society of Civil Engineers 4) 2001 NDS, National Design Specification (AFPA & AWC) 5) Hilti ICBO -ER 2004 Contents Scope 1 References 1 Design Criteria 2 Diagrams 3 Seismic Base Shear 5 Design Wind Pressures • • 6 Lateral Load Design 7 Awning Design 13 Suspended Ceiling Design 15 (File: 04- 19 -07) .1 a n1 a& project a9 �J . date h 5 JJ � ' � r i t �J 16 d ; y a - designer //‘ sheet 1 of c.__v.- ..•. _�.:: =-.:' ti+% 2�'..` 5='; 2'_>: c•_'.*.;:: i3`: i-; a" S`.'^:: i:: i:. ti, S?. ti' 2a' �tC�"- re= .�:�r.�'s�:tiisna'.tir.> e��tiv=+ n- c��__.«_ ....�.�._..- ..+..��_,�__.._�. _._ —.__ _ ________'-_ ___. / Gral Ash t— T (770011 l ao.!' - isfsr (Ass,mcA) 11 D.l, I nn CQiII�D,I sp_c Ce 1 3 t - ZS d J � . I atectI LOA Se's v u e ,30 J or 5 1 c l� s� / t• I• ( ,L1 160(-1.$) (� -ss (&c-E , T�,b1e y. 5.z. 2) U, Zo7 ,A = , = 075 (se sly,# S) Uina : ExposG, , V = IDo 7 : 12 l4 = l4, s , I = I.I5 W :rec , I IV's l7 rl` nn --� Didecri%{1 p eat 2o. y 4 p-s Peer = I , f'1 r f;,,,= I. �� 1. ps (See SG. IV 6 ) C,Oncrc • t, e1 poo p , — 0 I <s I : �„,_ ,5 ps; CMUo. �5 NSF Gii(k VA 130 Gt' { LkO,L - i ?:.)( 6 , C M U oL f )3( 1/(0 t — Ucdi -7 " 81s Su S , 4 II use. WUII Wei r pl ,Itipl;cr a� 0d) 1 ' J ti 4 � project (1'6)/ date _?A 5�S { �`f designeri sheet of , 7el AS P Projec ,.- 1 -1_ 13, ',... 2T-2' _______,,___ ^ - --1 43-10' i 1 --- R 0 0 I \ Fick y \ Pis 1 io.,- F 1 L 4 7" Y ,,,,,, / , ,,, /:• . ,..„ ,. ... , 1 r _ , 1 8' -6' • ,;.- H R8 (TIP.) 11 • oft . • _ 27-2 N 1 : _._. f 1 I 1 I I . 18 I 7 ' 1 r 1 43' -10' El 00 r pi CW) ors . gy ,r.:.,..-1.•:„ , . 1,0 !.. ) project - date A s- \-: • : I 1 ' •P4.:-.W.Mif': .-Incinnar ..' Sheet of ____ _,,:.,-. `.:: :;::,'.. ---- --- ^`°~,`` --- ,- __ ,~,~.~-... ._____ • _._ _ .. .. . • . . MR {J~~'c `/ J , 11111 r„ MEIMIIMENNE IMIIIIIIIIIIIMMIMIMMIIIIIIMIMIIMMI MI/ 111111 111.11111MIIIIIM • / MISNIMMAIMMMPINOMMMIN•11•1=1M.M01101•011M. "NM/ •••••I •MI=VONNIMI• ,~^ • .�=." '^'°.-.^~^'�,`�~'-�., `^^``- • ^~°°~''°^^ • ` N J �� /v (HA [\ � YQ`.Oin Nrs 4 dil \ 1 , • _ ,.. ' � esmanumwmis [ - Pi mwmim.. ow immim mom m• 4 ' I 11111.1111111.11111 "IIIIMIONOMMIMIIM=M - _ IMAMMEIll =-. 0=110.• .1=Mil / . - -, ^ '" ^= ~ "`-- �v"�*V``V~°~,~,~~`°,, ~~�~~~~� ..,.. . �/ F\ ' ��s\ c �e��l \[7/` mT'_, . [ . � ��,� date � � ) project ~, ' �� • | | ri,"inn~ VY sheet '<~ of — 4� ?:�::..:ti1i.''.i...� ..a..� �.{w:,vOd{4. 1'\n'{`� -'�. -�3� r...i'�f�"'Y' 1•^c•Mya�vY'`a'Sfd.' r.�GY: . t�.'n++vv.!ZS�Y:' r"^r`�^ ti+'L \i: :ca�x.�cs - - -v> : _•�- .c_�.- .-.•.. -... �.- ....- ...-- .,._ -... .... _ -._ �.. _ .. . Tigard ASR Pump House File: 04- 019 -03 Tigard, Oregon 97224 Date: 3/25/2005 #VALUE! 2003 IBC, Section 1615, Earthquake Loads - Site Ground Motion 1615.1 General Procedure for Determining maximum considered Earthquake and Design Spectral Response Accelerations Soil Site Class D [ 1 Table 1615.1.1 Response Spectral Acc. (0 2 sec) Ss = 105.3 = 1.053g Figure 1615(1) Response Spectral Acc.( 1.0 sec) S - 37 = 0.37g Figure 1615(2) Site Coefficient F 1.079 Table 1615.1.2(1) Site Coefficient F 1.660 Table 1615.1 2(2) Max Considered Earthquake Acc. S F = 1.136 Eq. 16 -38 Max Considered Earthquake Acc. S F,,.S = 0.614 Eq. 16 -39 @ 5% Damped Design S = 2 / = 0.757 Eq. 16-40 S = 2 /3(S = 0.409 Eq. 16 -41 Building Categories Iv, Essential Seismic Use Group 111 Table 1604.5 &Sec.1616.2 Design Category Consideration: Flexible Diaphragm Seismic Design Category for 0.1 sec D Table 1616.3(1) Seismic Design Category for 1.0sec D Table 1616.3(2) s� <.75g NA Note a, T- 1616.3(1),(2) 0 D Controls (r'.rr;^111u111 (-1f Serlion In Ill 3 (1,yr. rn)t apply) Comply with Seismic Design Category D per ASCE -7, 9.5.2.2.4, 9.5.2.4.2, 9.5.2.6.4, Equivalent lateral force procedure BUILDING FRAME SYSTEMS T-9.5 2.2 Basic Seismic Force Systems Special reinforced masonry shear walls C = 0.02 x = 0.75 T- 9.5.5.3.2 Building ht. H„= 22.5 ft Limited Building Height (ft) = Approx Fundamental period, T = C r = 0.207 sec. , Eq. 9.5.5.3.2 -1 Use T = T = 0.207 sec. 0.8Ts = 0.8(S /S = 0.433 Controls (exception of Section 1616.3 does not apply) Is structure Regular & <_ 5 stories ? I Yes I ASCE 9.5.5.2.1 Response Spectral Acc:( 0.2 sec) S, = 1.053g F 1.08 Response Spectral Acc.( 1.0 sec) S = 0.37g F„= 1.660 @ 5% Damped Design SDS = 2 /(F a .S,)= 0.757 Eq. 16-40 SD1= 2 /3F,,.S1 = 0.409 Eq. 16 -41 • Response Modification Coef. R = 5.5 ASCE7, T- 9.5.2.2 Over Strength Factor Q,, = 2 foot note g Importance factor Is = 1.5 Table 1604.5 Seismic Base Shear V= C, W Eq. 9.5.5.2 -1 • S Eq. 9.5.5.2.1 -1 C,= Rik = 0.207 S Eq. 9.5.5.2.1 -2 or need not to exceed, C, _ =0.540 (R/I Min C, = .044S =0.050 Eq.9.5..5.2.1 -3 Use C, = 0.207 Design base shear V= 0.207(W) Control u O. 11 `f = 0. IS (s• i4 i re • Tigard ASR Pumphouse 3/25/2005 Tigard, Oregon File: 04- 019 -02 BUILDING DATA: Basic wind speed (3 sec gust) = 100 MPH Figure 1609 Exposure 1 1' 1 1609.4 Roof Pitch = 9.00 :12 Mean Roof Height h = 16.5 ft Importance factor I = 1.15 Table 1604.5 y 1) IBC 1609.6 SIMPLIFIED PROVISIONS FOR LOW -RISE BUILDING Height Adjustment factor A = 1.00 Table 1609.6.2.1(4) 6.81 -10.65 -15.19 -9.65 (7 95) ( - 12 49) ( 21.08) ( 12 49) iiii ' •ua. 11.22' (14 06) 0= 36.9 4 - El C 16.33 5 12.07 H =21.6 ft (20 44) All forces shown in psf 11.4 8 5 (18.17) all S I ,_ y 27 33 ft + 44 T 'I TRANSVERSE ELEV. LONGITUDINAL ELEV. (18 17) . 7 , ' 2a= 6.0 ft 10 % of least dimension= 2.7 ft T 13.69 kips 40 % of the eave height = 4.6 ft 14.4psf 3 1 5.94 k 4 % of least dimension or 3 ft= 3.0 ft 13.2 psf 12.07 11 > therefore a = 3.0 ft MI ' 44 ft 2a= 6.0 ft All forces shown in p ss l 6 0 ft \ Example, from T - 1609.6.1(1) longitudinal for wall - , • 4 horizontal load at end zone P = 15.80 psf Height Adjustment factor A = 1.00 16.33 I Importance factor I = 1.15 PLAN VIEW (20.44) (Ps30)(I)(IW) = 18.17 psf FIGURE 1609.6.2.1, Main Windforce Loading TABLE 1609.6.2.1(1), MWFRS Horizontal Loads Vertical Loads Load Roof End Zone Interior zone End Zone Interior zone Overhang Direction Angle Wall (A) Roof (B) Wall (C ) Roof (D) WW (E) LW (F) WW (G) LW (H) EON GoH Transverse 36.9 20.44 14.06 16.33 11.22 7.95 -12.49 6.81 -10.65 -7.24 -8.23 Longitudinal All 18.17 -9.51 _ 12.07 -5.68 -21.86 -12.49 -15.19 _ -9.65 -30.67 -23.99 * If roof pressure under horizontal loads is less than zero, use zero Wind pressure shown in (xxx) for End Zone. Plus and minus signs signify pressures acting toward and away from projected surfaces. respectively. TABLE 1609.6.2.1(2), COMPONENT AND CLADDING Area for wall element = 48 ft Wall, Interior Zone 4 = 18.54 -20.38 psf End Zone 5 = 18.54 -23 -59 psf Area for Overhang element = 10 ft` Overhang, End Zone 2 = - -35.07 psf Corner Zone 3 = - -35.07 psf Area for Roof element = 10 ft` Roof, Interior Zone 1 = 18.88 -20.73 psf End Zone 2 = 18.88 -24.14 psf Corner Zone 3 = 18.88 -24.14 psf . / / T g 6 i f-0/ 4 t f ;-- �c., - - 1I �J ` �l 70,(1,4 f s 70.44 f , t L0. - ‘1 6, — \1 --- _S Darc.l !;.)n 11,31) n ' y X- Win a (S�e SL it 6 �a( 0( c,r(s) I 6 , '` ,,,,, (,) ,,= g.o.L{ci 2) =123 pIP C 6' di',.„ , c.01 I V CO - -- 1(9.310._ -2- 9sp)p @ v.,1,1\,_ Z 0 _ I it 06 d (I0. 2.S ') = I g iQ (-_? ( ' 4 0.. r L.,..,1 /I -t. %) f_-, h W( 1 = �� I�rt (10 IIJ{�Cf () 11.-111( a? - -., Ww±(J■, (J„,,4- Ju 11-.' 12 ��ss�s�s III �� +� `_- \ 11 K,),=. VwL Rw2 t + 6 �' I'J_3 /- 4- WTI ' P 4- ( Z' 0 9 _ spr ' I iS1MIL : (S S 4.t-) - ( -G.ls 6J4 0.1z ('4.33 5 - ) g - ),I G _ K =-- ziep,001-0 /z, =-. zog iks- OMNI 5 -_ zZ�9b igioQii. R 44' 5 t R , 1 - 5Z \lilA 00A1lc S ?., 6 -s IDii<c_1 /c,\. •/ I / 4 J 11 • A- Aciwi .Fe.,-- or (nu sc.-- t .,,,/,/ _ ? / a r _ . ) ,� ,t project! -mil S date -Ye l` Q� r sx �� r':'� bra "^ �� / /• $ ' r �f� /,. /. % sheet 2 of a =_ __"'2'S:- ?�_= :_52:::zc _z- . -_.r.i _Y.::5s:.:e:.:::i?— -5it;ISA –P.: viz±Fx...- ,.;.._..::.6 - 4,- ._- _- `•:u-:rxn.-.r_ - ?..ti __ .:.- x<::c:_ -,____....--.. ..._., - ....r_.._ -. T:96(4 Asi Ale( -- Z7 -- E (,J DIt'ec tAl c 1 • (See: . 6 Av. Pic:_; 0, It! s) y6 (J _ / i7 //' '{ Paz JJ) =aol p� ,x.33 z k t 7: 1.)-• 6 . / L - .= /- -C /// 1.0 / (Jo = 2_0201/1 G)�, -= .3 l(� Nto = z oz i ( 0 1.111111111 v v W_ -a 10.-16 A --> A 1 q w 40 = $ Rg4 (i i/) --. R = (61+ 61)( ZOO p J04- /5'33 'r139.sP,f} _ 17 2 /3 /b —3 7: z, 2e/_.3 l6< ._ Se_ i_sr,, o (see "s- • ;;E:4) (-L - 0. /s 0 = G. /5e-q-,(,2)07 p s�), , // /(/s�,�') - 2S ,( = ZsE�i7"[ ; ?Ji _ 2, 98 /4- RIME S s - //9X /45" Z i y �� Z.G�/ = 82 /.fit ._e'Sr- /c C 047-7c /-5 - ii F - / 0/e-,-_-7--42,--, 0/1: 2 X 41 (�. �) �/- /�� 1� - 1(00tro1, ✓.'c: �1 lylv. �� / 7 -a.' /I/ e 0 '''' c < ' : / 2 " j s / o cK/ / - y(.. i' c'cI. o - 2 7C") ' = / S 3 /�. \/01( d AcT I IC' T L o/ olio 4 / L s = V L 7 I * ) 4 0: i � * project ,(:- date .ioci„ma. �� /l sheet .r -.:r_ �,: ..� Y -k -�. t::� ini1'� 3rwa ::JG.�A+`!t.•2i•:_ti.T.� ^.'?.'C{3..� '; "".'A:_- 'iL: ^2: S+'� .v .....' T'`• �c..>li<.: i ; ti - 3?riiS- :K2�.wi.: -.n - r. Tigard ASR Well House Tigard, Oregon 97224 File: 04- 019 -04 Date: 3/28/2005 #VALUE 2003 IBC, Section 1615, Earthquake Loads - Site Ground Motion 1615.1 General Procedure for Determining maximum considered Earthquake and Design Spectral Response Acceleratior Soil Site Class o 1 v I Table 1615.1.1 Response Spectral Acc. (0.2 sec) Ss = 105.3 = 1.053g Figure 1615(1) Response Spectral Acc.( 1.0 sec) S = 37.0 = 0.37g Figure 1615(2) Site Coefficient F 1.079 Table 1615 1.2(1) Site Coefficient F„= 1.660 Table 1615.1.2(2) Max Considered Earthquake Acc. S Fp.S, = 1.136 Eq. 16 -38 Max Considered Earthquake Acc. S = 0.614 Eq. 16 -39 @ 5% Damped Design SOS = 2 /3(S = 0.757 Eq. 16-40 S = 2 /3(S = 0.409 Eq. 16-41 Seismic force for Architectural, Mech and Elec components per 9.6 • 0.4a +2z/h) Eq. 9.6.1.3 -1 (ASCE 7) fp (Rp/Ip) S 0.757 a 1 5 R 3 Table 9.6.2.2 (ASCE 7) z= 12 h= 17.5 I 1.5 Section 9.6.1.5 (ASCE 7) f I) 539 'Wp Strength Force "( O,53y = 0.3S-5 ( iv i«. =' 1 ~`- _ _�" _ .•�. _ � - ati. i:3i�Y -tiLti .Yip '_K• � -:*?: J - � ?C �'4LZ: {. - �ti'r.;�' " >:.�ac.- - �.- : w�i:.' � xr... �, �`' �., �:' a: �a$ iixsi�. �.. n, �, �r.,.ti �. .'`>. I, �S: .� S�:A'�3Y'�' = �.i+�'�ah�,".'t:caa_ti a�'.�.x _. - _ _.L•_.:,�.aw,a , ��c +_•ca_ =_ �_ ASR 1 - r� • emu ..A Pc 3a psi (/ `Are, of WQII i -5_;(40-u_ (LA ij Oil/ 1,i, ( c ). (-. . A (/ (0( qe /1 to ?. / 9S4' ( WCtIl E l e✓IAcr1 Scr SL. *6) Q = a 32/(4) (xxC L /`) ,= 6�s �� ,/ 7 /( ,j/ � = (a30)(g7,f1)(/24 t o/ •"Ali G(se #s ,bars /' 4:/7 I . al!) project date /f� w;�'rts.� riacinnor sheet /:.) of ' Peterson Structural Engineers, Inc. Title : ' Job # 04 - 019 MOE 5319 SW Westgate Dr., Suite 215 Dsgnr: MWP Date: 5:18PM, 28 MAR 05 Description :New pump house and Pipe penetration into existing Portland, OR 97221 reservoir roof slab. Peterson struciarai Enyloeera. Inc. ph: 503- 292 -1635 Scope : fax: 503 - 292 -9846 Rev ssoioo Page 1 User 3- 2 0602408,Ver5.61,25 -0a-20o2 Masonry Wall Deslryryn Y (c)1983 -2002 ENERCALC Bigineenriy Software y \proiea t iles \2004504 -001 to 04- 025 \04 -019 Description .�.W CMU Wall 11*- �� - I General Information C alculations are designed to 1997 UBC Regwre Wall Height 12.00 ft Seismic Factor 0.3850 fm 1,500.0 psi Parapet Height 0.00 ft Calc of Em = fm ' 750.00 Fs 24,000.0 psi Duration Factor 1.330 No Special Inspection Thickness 8.0 in Wall Wt Mult. 1.780 Grout @ Rebar Only Rebar Size 5 Medium Weight Block Rebar Spacing 48 in Equivalent Depth to Rebar 5.250 in @ Edge Solid Thickness 4.600 in Loads _ Uniform Load Concentric Axial Load Y u �� Wind Load 23.600 psf Dead Load 195.000 #/ft Dead Load 0.000 #/ft Live Load 390.000 #/ft Live Load 0.000 #/ft Load Eccentricity 0.000 in Roof Load Roof Load Design Values _ - - -_ -_ __ -- E 1,125,000 psi Rebar Area 0.078 in2 np 0 03171 j 0 92596 n : Es / Em 25.778 Radius of Gyration 2.535 in k 0.22211 2 / kj 9.72435 Wall Weight 87 220 psf Moment of Inertia 354.810 in4 Max Allow Axial Stress = 0.25 fm (1- (h/140r) ^2) * Spinsp 156.64 psi Allow Masonry Bending Stress = 0.33 fm * Spinsp = 247 50 psi Allow Steel Bending Stress = 24,000.00 psi Load Combination & Stress Details Summary . . Axial Bending Stresses Axial Maximum: Moment Load Steel Masonry Compression fb /Fb + fa /Fa Top of Wall in-# lbs psi psi psi fs as DL + LL 0.0 585.0 0.0 0.0 10.60 0.0677 DL + LL + Wind 0.0 195.0 0.0 0.0 3.53 0.0226 DL + LL + Seismic 0.0 195:0 0.0 0.0 3.53 0.0226 Between Base & Top of Wall DL + LL 0.0 1,108.3 0 0 0.0 20.08 0.1282 DL + LL + Wind 5,097.6 718.3 13,530.4 149.9 13.01 0.6886 DL + LL + Seismic 7,253.2 718.3 19,252.0 213.3 13.01 0.9447 Z Summary Wall Design OK 12.00ft high wall with 0.00ft parapet, Med Wt Block w/ 8.00in wall w/ #5 bars at 48.00ino.c. at edge Governing Load Combination is.... Dead + Live + Seismic Between Top & Bottom Masonry Bending Stress 213.25 psi Steel Bending Stress 19,252.03 psi Masonry Axial Stress 13.01 psi Combined Stress Ratio 0.9447 < 1.3300 (allowable) Final Loads &Moments Wall Weight moment @ Mid Ht 523.32 lbs Wind Moment @ Mid Ht 5,097.60 in-# Seismic Moment @ Mid Ht 7,253 22 in-# Dead Load Moment @ Top of Wall 0.00 in-# Dead Load Moment @ Mid Ht 0.00 in-# Total Dead Load 195.00 lbs Total Live Load 390.00 lbs Live Load Moment @ Top of Wall 0 00 in-# LiveLoad Moment © Mid Ht 0 00 in-# Maximum Allow Moment for Applied Axial Load = 8,418.11 in-# Maximum Allow Axial Load for Applied Moment = 8,646 -46 lbs �o ??' hays S7J /SZ /� aluP /�•��_/ Jau0isap laafad ‘7 /, s/ /7/ /= (/ � < / S35— noel 7, 1 0„ / , o /// 0 j? H • 7O/ OM 1 — 5-till �n aq 7 a 'f7 »('y 7 / o ? Is a� r8.752.' p`C =i1 �� psi Or laZ 177//c),?, - < (' zZ r 9/ OSh z 3-7/77 sry ? s � ZOh, CZ/ `r / "O - �y/I <-5 cJSh 70,1/2z s/ S'i'd - 5-1 >70/t h < 5 f,1a,, /95- = sy LL/p 7 t '.Z=/ 1 X Z �2> - o7 „ Z% %'2 747i //? - - / C " ), ✓o - 1,', i f ... - '.7 ' )002 SON "' 5- 7/ Yig = r/% 2 '-/ 0/Z := /I "7) z 5- i / '( 1 P/3 'V cc V / .1 ° ¶ 1 Jd� to 01 y ' ,vC/- f7AU1 /.91) 4 1 // / , i r,/',J / �� ,r-p _,- _ A r.Jii Jr Pe /C .7 — / 13.33 / , P V s -io Oa L _ ( 3-33 - ) )1S ,1/ �` _ /OO r q ' _ y 2_ 1 l Z J BRItMI11111 Li fro .iT F_IF.c.r/oz R., 2 -1 itL R D,i. = Z7-5 /dx 1V ,„ = //51/ 4 - /Ar 1 ' I —Acs i • II\ V = �Z ;. r' a II i 156: 4X‘ 17 #Z /3e6•r,s (Jee sc. ..tt- / 1 9 -4 /n, ti ii ColvMAs 1 401-1,"�� S.-- A _,,: (ti. : ) 0 1 4 c it ii ? 110 . I °®I .o 11 r Po,� - �. S fear t �''r' {iv,. At...-1 6s . Pt6t= 275. +so+ /3o 5)Xy33 >= _01 5.33 / / /� I s _ �.Ig.k,b rta�.-_._.— C�U ,`1r1 Y 0"` iJ'15 e ibn / IVrs r O. 41' is s" S r O. Gi,� _- / C > (� A 11,1 O � 7 / 4 r / / 4 Z . r , SC3,„,a„— /- 5 >> 3, - Z - / 2,, / 4k 5e.,. eo4,1eer /'o4s — _ ,,.�o Ce/une1 Za '' - L /- - P cf .s: nQ-■ A e i l6 Q lx se i 1 1/s/ v' AA,& to (AA If ' 11- - (1 G�, I,�" 6 Tr I'1 � ,- ' .1 V„„,,,-7 NZ > V,,, = ‘ 9,2_,S 16S . , /04 i ') . kt '' project I � , V ' date ,3/7f Q5. m. ifs I `- "' designer / % /,�� sheet /-? of • Peterson Structural Engineers, Inc. Title : ' Job # 04 - 019 5 319 SW Westgate Dr., Suite 215 Dsgnr: Mwf Date: I 1 48AM, 28 MAR 05 MOE Portland, OR 97221 Description : New pump house and Pipe penetration into existing reservoir roof slab Peterson Structural Engineers. inc ph: 503 - 292 -1635 Scope : fax: 503- 292 -9846 Rev: 560100 - - -- -- - - - - - -- - -- - - Page 1 ; User. KW-0602408, Ver 561, 25 -0c1 -2002 General Timber Beam Y �r„ ofe�tt,i�,�zoo11o400ltoo -ozso4 -019 (c)1983 -2002 ENERCALC Engineering Software Description Awning Beam (AB -1) General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 4x6 Center Span 5.58 ft Lu 0.00 ft Beam Width 3.500 in Left Cantilever ft Lu 0.00 ft Beam Depth 5.500 in Right Cantilever ft Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.2 Fb Base Allow 875.0 psi Load Dur. Factor 1.000 Fv Allow 95.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi E 1,600.0 ksi Full Len • th Uniform Loads z Center DL 100.00 #/ft LL 200.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Summary :e Beam Design OK Span= 5.58ft, Beam Width = 3.500in x Depth = 5.5in, Ends are Pin -Pin Max Stress Ratio 0698 1 1 Maximum Moment 1.2 k -ft Maximum Shear *1.5 1.1 k Allowable 1.7 k -ft Allowable 1.8 k Max. Positive Moment 1.17 k -ft at 2.790 ft Shear: @ Left 0.84 k Max. Negative Moment 0.00 k -ft at 5.580 ft @ Right 0.84 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.042 in @ Right 0.000 in Max. M allow 1 67 Reactions... fb 794.03 psi fv 54.79 psi Left DL 0.28 k Max 0.84 k Fb 1,137.50 psi Fv 95.00 psi Right DL 0.28 k Max 0.84 k Deflections 1 Center Span... Dead Load otal Load Left Cantilever... Dead Load Total Load - Deflection -0.028 in -0.084 in Deflection 0.000 in 0.000 in ...Location 2.790 ft 2.790 ft ...Length /Deft 0.0 0.0 ...Length /Deft 2,383.4 794.48 Right Cantilever... _ Camber ( using 1.5* D.L. Defl ) ... Deflection 0.000 in 0.000 in @ Center 0.042 in ...Length /Defl 0.0 0.0 @ Left 0.000 in @ Right 0.000 in Stress Calcs L Bending Analysis Ck 34.680 Le 0.000 ft Sxx 17.646 in3 Area 19.250 in2 Cf 1.300 Rb 0.000 CI 0.000 Max Moment Sxx Req'd Allowable fb @ Center 1.17 k -ft 12.32 in3 1,137.50 psi @ Left Support 0.00 k -ft 0.00 in3 1,137.50 psi @ Right Support ' 0.00 k -ft 0.00 in3 1,137.50 psi Shear Analysis @ Left Support @ Right Support Design Shear 1.05 k 1.05 k Area Required 11.101 in2 11.101 in2 Fv: Allowable 95.00 psi 95.00 psi 13 /41 B §uPPorts Max. Ldft Reaction 0.$4 k pearing Length Req'd 0.383 in Max. RIOFit Rea6tl6h 0.64 k 61 Leh* Req'd 0.383 in i - W .: _ ?z. 5=.._ , ._ti:::a: = ;:i a•__..:^ =i =. .+s, .a<.- o: =k _:: : r:]ic:• :- tikes -a___. � h.. _._ _ . ....t- ,r.:cx: "< ,so = -->" r . . ... . ._ .. . • �CCr/ci Asg fC " . <(it.VDe, -(C4/ C& / /%J D�s� .- j — J , Assure : Ce i l,„ = i•-• (.,c , `�;,, ----: s ��p lijp = ) '(L,-( (�')_ _? )1 1 ) 0 Ow 7 . - - - 2—`:;p_c- ( :": ::,(1 E ) n_i_i__ cos,..�c I _�,,. " MEMPIIMIIIIIMP 1,J Q. 1 Q Z l " Z lR = /oo /6, M - z/"/S/-// le I I ■ 1.,(... . 16 7- /ds Mel X 2 I • • �® 1 Se- Z X 6 C. FL #2 0 zciii 0( ',- ,((i, -1 -cc 1 ion s« 64. # /6. u T� 2 X6 LGd r Cpiwiertt _ C Ni� Hk-go Aixr qro / D_ ✓i , 63 2e-// z,--,-!,_,L. r/ / is y, ,,, / 7,,,/ r-,'>, 42/n. ✓Sr ,4-7-. = e/ i I/ iib•� WO (b _ ( 130 {,bl. i) V ' — 0 yS (A ? ''�' /77 (0,/, , ' 3 I 1Alfov - U 1S(/b /U)= g Jo. tir G-Yle/.. V e , (7 _ - (2 _ 5 ,9,-P 1 s 1 ,„1-') - I (I ) f�,: 1 ,-->-_-_-. (f.)r i) Use /i,/7 #fl- /-c 4J7 W x A /��2 2-/ ./{- Z1 e/ (9/-,4 / e ,,, Q 4.}-7— -,--- .' •r lik 1/4/10,, = y6' //r- >„„= 2 ? As ,/,. nrrs LI ' 1 ' ' � project — � /f date 2/2 • +: riio m T.Mi4d ,—,,,,— r . - -. chpp.t /C of 1• o Peterson Structural Engineers, Inc. Title : ' Job # 04 - 019 MOE 5319 SW Westgate Dr., Suite 215 Dsgnr: MWP Date: .`"-q?'-:‘, into existing Portland, OR 97221 reservoir roof slab. Peterson st.ent eni enWnes, Inc ph: 503 - 292 -1635 Scope : fax: 503 - 292 -9846 Pee: 560100 Page 1 ` User: KW- 0602408, Ver 56.1, 25 -Oct -200 G eneral Timber Beam (c)1983 -2002 ENERCALC Engineering Software y \project files \2004104-001 to 04-025104-019 Description Suspended Ceiling Joists General Information Calculations are designed to 1997 NDS and 1997 UBC Requirements Section Name 2x6 Center Span 6.67 ft Lu 0.00 ft Beam Width 1.500 in Left Cantilever ft Lu 0.00 ft Beam Depth 5.500 in Right Cantilever ft Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.2 Fb Base Allow 875.0 psi Load Dur. Factor 1.000 Fv Allow 180.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Repetitive Member E 1,600.0 ksi I Full Length Uniform Loads 1 Center DL 30.00 #/ft LL 50.00 #/ft Left Cantilever DL #/ft LL # /ft Right Cantilever DL #/ft LL #/ft Beam Design OK Span= 6.67ft, Beam Width = 1.500in x Depth = 5.5in, Ends are Pin -Pin Max Stress Ratio 0.540 : 1 Maximum Moment 0.4 k -ft Maximum Shear * 1.5 0.3 k Allowable 0.8 k -ft Allowable 1.5 k Max. Positive Moment 0.44 k -ft at 3.335 ft Shear: @ Left 0.27 k I Max. Negative Moment 0.00 k -ft at 0.000 ft @ Right 0.27 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.060 in Max. M allow 0.82 @ Right 0.000 in Reactions... fb 705.94 psi fv 41.91 psi Left DL 0.10 k Max 0.27 k Fb 1,308.13 psi Fv 180.00 psi Right DL 0.10 k Max 0.27 k Deflections s Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load • Deflection -0.040 in -0.107 in Deflection 0.000 in 0.000 in ...Location 3.335 ft 3.335 ft ...Length /Deft 0.0 0.0 ...Length /Deft 1,993.6 747.59 Right Cantilever... Camber ( using 1.5 * D.L. Defl ) ... Deflection 0.000 in 0.000 in @ Center 0.060 in ...Length /Defl 0.0 0.0 @ Left 0.000 in @ Right 0.000 in Stress Calcs 1 Bending Analysis Ck 34.680 Le 0.000 ft Sxx 7.563 in3 Area 8.250 in2 Cf 1.300 Rb 0.000 CI 0.000 Max Moment Sxx Req'd Allowable fb @ Center 0.44 k -ft 4.08 in3 1,308.13 psi @ Left Support 0.00 k -ft 0.00 in3 1,308.13 psi @ Right Support 0.00 k -ft 0.00 in3 1,308.13 psi Shear Analysis @ Left Support @ Right Support Design Shear 0.35 k 0.35 k Area Required 1.921 in2 1.921 in2 Fv: Allowable 180.00 psi 180.00 psi Bearing @ Supports Max. Left Reaction 0.27 k Bearing Length Req'd 0.285 in Max. Right Reaction 0.27 k Bearing Length Req'd 0.285 in it