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, i sli L , .a t,�, ` .. • .. .. •. • • Ik _ • — OFFICE COPY :::: • • : • :. • • • • • • • • • • . •• • • . •• • At A . . :1 • � ` , . . „„„fi,„,,,,,,, . : •• :: I ..T:' • : 1005 ARD CITY OF TIGAR® •: • ' ��� r B -ING D IVISION i OREGON PciS�J 601 L a S Psc. A l Q I P a -.,bu, a- Na 4 / P lc t e 4 °i � j s .. I 1 1- .A- �d�..fi Fl,---4-1z).' G lo c . . , - . • 0 p S�. ✓ t o3. oS �S� 11-1 1 P I,4,�,4,; r j F; - St,,,v1 Li..,r. z..-f-t.' ci t.( ¢b 'Pile �..,4- �•� o✓ Inc ...0. . . .Mlle. : pLJ Sc o i oSe 3 OS PSG (Lw 1...}. < Sd-o , -r" p L, ,...4,..4 T4uw.�rvl , ...,, . c.,...,-h I DL I cc r R q �.� ✓�, • ,...i . •.• • . 3 ay.v bs P1 c. SlvI�C S— 1 S LbI Wwea fit , e- , - i C.� ��•- '� O���r�� S'. ��.. ��,-FvT ✓a�.. '1'QPP'"„�.(, L . ��� JC -rr .a.ad (. 11.x.: " 0.4 �+ � ° �d'p ' .. _ ,,,ki. 0 4 - 1 - 4 ,, 1 - 1 % ..Cb r-7A- ! I'm' ° - . • 'MARCH 2005. .. G - • I II 1 1 11 ) 7 l ' / - I I Y,• • • �? ,,,,,, • _ INDEX DRAW INGS • ' • , j lu Ir . L - -r (� / • r lit- _ I i IL] - 1 I I } enERU s- I - y r ONALS :; .. - ° . ' -, : V DRAW I NG . .GENERA (;, DR MECHAN I CAS I �� /+WE4./..„s,. sT . I � ,. x l oirecr oEU c, P § sr ' :C:). _ it / _ y r�a re �±�'� I�' ; I. ' G -J :• COVER SHEET 'INDEX OF DRAWINGS AND; VICINITY MAP 18 . M- I MECHANICAL CAL FLOOR PLAN AND SECT IONS wales s,. I v ; �� _ • 2 •' ' 'G =2 , .: 'LEGEND:,`,;'�'-�'• _. ' , M HLE _ &I '- I � � , • ,: 3' G -3; :." , G ENERAL', NOTES °AND, ABBREV.I AT I ONS 20 M - 3 2 _ MECHAN ICAL ANICA D D ETA TA ILS I LS -2 I II o ■ ,^ / - ` , / - aI� �' � �P ``: ; ; { ', - 21 M-4 M MECHANICAL HVAC AND PLUMB ING I I �' - - - E ` er ' se . & - "'f' _ :•f,.� r, ; 1 1 _ , r I9 pt rAlIClA sY. I r "In1AYpr ' ST. V. � (�• ,: - • y L I'. ? . C ' IV : � L CTRICAL 11 . g ulrwror 4 t ::;''...::'....:;..'1."':.:-. I • G AND �.. 1 ~aosE V _ 4 o V � • ^� ' � r �: ' : '; ` , . ; SITE� LAN, '' COORDINATE'TABLE 22.`. E -I. ELECTRICAL ONE -LINE DIAGRAM / �= ar � _ �-� � ` 1.4 � �r cr.- � <' xmruesr. : t . 5 ' „. `C - 2' ° { :•:.YARD I P I NG;AND:. PUMP ;;TO' ASTETEN WE DT'I ON''PLA, ELECTR I CAL SITE PLAN. L ' "'• , �y �7 �D ''47.37 _ u. �-- � ..k ° " - : ;'tla.> ,,6i' C -3 = ; : CIVIC':.DETAIS = -I • aaraa L� a . ■ '- Q uoc«un S s r. ' ; ; _ y 2.? • : x; : ,, . •. ,• ., • : • '• u:y L ..•, PLAN 23 E -2 . E - 3 ELECTR'ICAL`POWER /SIGNAL FLOOR PLAN , " " ICI r _ _ • a ' .r. r -' 3,.. 7 • , = . z ], - 4 ''.'. .. "4 V I ..'-: ' . _, `, , t. "- - _ 25 . - ' Er4 ' . : ECTR 1 CAL • HVAC, AND LIGHT 1 RCPT 16 O MG V �� �_� [3 , ':I; :'' ""` "``y ^,;8:;` ^':YC -5• = ',CI VIL ";DETAi'L -5 -3 26 E -b ELECTRICAL'PANEL'SCH NG/EEACLE EDULES AND DETAILS 1 - a rlam i. s,eh °." -' '' 6,.. :•''CIVIL- DETAILS = 4 :; :''" ; „ - " : " 9 :'•:= ; 27 E -fi - : ELECTR I CAL ELEMENTRARY DIAGRAMS III I = _ _ t " .• . •: ' 28 E , ELECTRICAL'CONDOIT.SCHEDULE Ili - BU OUNTAtN 1' I �' "`" A1AND a n �� °K.' f r ' " 1 •• •I + - _ • - t�I� � � 'T . I I : r VIEW rFFR I y,::. = 111 r if r. l,iia000 Lrr < el ;aa;' • :; , , '': ": ` ° ;ARCH I T m'' - ,, a REr ST: i'a;h . ;: ` -r ' , .}' : - INSTRUMENTATION ' ,, .. 1 s, a .. ,x ri i 5; °? :1O . ' ' n , `.a- A= 1 I;' -t.. .idUIID1G SEC IOS AND ELVATION NT ,r c, I � 1 ��' " r ev' 51 I •; -,iA =2 `,• .ARCIi ITECTURAC' DETAILS I PROCESS AND I D LAGRAM 7 III s R — t I I • j '. . ', c 1 2 `'- w •-,J 2- .f': 4 A =3 . - AR CH I ,TECTURAL• ?ETA I CS - 2' I p S `� •. 7BC:L-1-.7 S TA I N ROAD • f' . I L I 1 ' STRUCTURAL � P �t p� A gp - 5 I , 0 , =.:; : 'r: %, :':: `+�� i V F T i1Mts V im ( � .; T I GA , '.. . -': •,,,,, :. ; .• -,.•; S= I :. ; : 'ROOF .AND FOUNDATION PLAN VIE i .� q a 3 Pop. 2 3.335 D r .. III ; :;•:. >1 4..,; _'5 =2... SECTIONS AND. DETAILS ti,„ •••. b. !: : ' :.. ' ., • °:.u1• • :f: • 1 : ........... . . t� ��� ♦ wr xwrvlEr � % ' ` , I5 ' y! S -3 ::CMU WALL AND STRUCTURAL DETA I LS % � K ING CITY arna 1% •"y' , — ' • 16. •• S -4. CONNECTIONS AND STRUCTURAL DETAILS Condit10Conditionally ApptnV ( � • ,,, PRO ACT Pop. 2.015 ��'/ . r T GD s s � I sl. 1 :; >: : 1 ; 7 : S -S. NEW 'PIPE PENETRATION DETAILS J . A ND C ONNECTIONS • For. the work as. in: �� ���ULt�J� , • . PERMIT. NO.�LMZo �. • o6S aSA�.1 S�� ��� � � ' "��,, �... \ . .. See Letter to: Fol1:o .7 ... :( ]: ' \ \\ I • .. ,) - Q c.\ Ofl Wf K y ` • �f4 ,�� E � % il 1 c d;, / "� yam I " y r \ PER \ `�' .�� . - • i .. .( -l: '; �L '�,,, \ \ \\ ;0. . < r BE ET � - _ ` :,,. u.a �` 4, 411 Attach , • Job Address: izq, cu 13.“ MT D l w--m. B: E . < �� l'. - I j � rl,. ° � _ �� - �, sac .. END LOAD REAavA<E I w< � I �+ x — . y Tl iii wi��) A,s,..,- • Date: to /6 /v< II a A �� elQ ", Q.. ' `' r ' _ c • _ • •Yurra It Associates, Inc. III C ' ]� i °, C - - �r c A.no s,. r' --RO rK I �� Ix t .. P l a nne r s / AVE III - ”- ' 1.--011 I rcEir DR RExr • �� DIIXSOy - L ` -- ... Groundwater Solutions Inc. A cY , . .,,; •;_ 04 , 3758 SE'Milwaukie Ave. - Portland, Oregon 97202 L O CC v 503.239 ex 503.239.8940 eo roundwatelsolutions.tom Ct 1 21 Si SI, Saban, SYnfe'900, Pa01rB 501415-9310 a a - s n` 9 V1(1/% I 1 MAP _ — — — Pmiland Ore;w 0Tt0I PAZ • 509 715 9022 r , ,A El -s SCALE: 1" 1000' • OFFICE COPY • 03- 0603.204 • I • V • PIPE SYMBOLS - . . . . - • VALVE SYMBOLS TOPOGRAPHIC j.EC�ID _ NQ • • • � • • • t PLANT SCHEMATIC ELANT SCHEMATIC • • • • W 1N� : • • -REP- • f T I - WATERLINE • • • -- I • , � W _: ••- '- • 18'W I f i I WELDED JOINT BUTTERFLY VALVE • • • • • ` d u--8' 1r- —CO ELECTRICITY E E 11 FLANGED JOINT GATE VALVE f_- GAS or - - -- 4 G - - • - - - • •� 0 GROOVED EN JO I NT •• • • • • • d - • • • • • _ GLOBE VALVE - -, T - + - - • - TELEPHONE/TELEMETERY a -'� •T • • • • • • • • • • • 0 --- 91 MECHAN I CAL JOINT Y= - C8:}- BALL VALVE CABLE TELEVISION • • - -CAT V - -- - - • - PUSH -ON JOINT (RUBBER ASKET) 0 SANITARY SEWER LINE - - • • - r ` BALANCING VALVE ••• • • • • • • • •• l i SANITARY SEWER FORCE MAIN I - t ° FMi -- i- :4-4-411------- . DIAPHRAM VALVE • • ••• ••• •• • • FLANGED COUPLING ADAPTER — I - �- - D • - : - 1 - . Alb STORM DRAIN • • •• S • I t 13= n FLEXIBLE CODLI E--10i d --<:› PLUG VALVE (TOP) DRAINAGE DITCH - - • - - - • • - • • - - • - mew EX > FLEXIBLE CODLING W/THRUST RING - ✓VIr - PLUG VALVE (SIDE) CULVERT x- %- %- % - % -X- � -- 18a0 --{ FENCE - - x — X— x— x —x —x- = • d p 1 ELBOW D ■ 3 -WAY PLUG VALVE CENTERLINE - - - - - - - - I C I ELBOW DOWN EASEMENT/PROPERTY LINE - - nil= SWING CHECK VALVE 1.11014. 101 TEE UP �X �� �A EDGE OF PAVEMENT /AC DOUBLE CHECK ASSEMBLY CURB 1 1 TEE DOWN i BALL SWING CHECK STRUCTURE OR FACILITY I I I - EH— LATERAL D =El= S I LENT CHECK VALVE TREE/BUSH LINE 101 LATERAL DOWN ROCK WALL ° PRESSURE REDUC VALVE CONTOUR MINOR - - - - - -- , [>1 CONCENTRIC REDUCER �1 HYDRAULIC VALVE W /PILOT CONTROL CONTOUR MAJOR ,�200� .......----200 ^I ECCENTRIC REDUCER ^�^ GROUND WATER WELL SOLENOID VALVE i ' 1 t - -IIF -- _ UNION MANHOLE 0 0 i m — _, i BLIND FIANCE .4i(` RELIEF VALVE l � BLOW -OFF ASSEMBLY t °• P AIR RELEASE ASSEMBLY I V) F* ■ D Q CAP FIRE HYDRANT ASSEMBLY I I —II---- NEEDLE VALVE b b — j 1-- LONG SLEEVE THRUST BLOCK • HOSE VALVE UTILITY POLE -0- 4 r - - - I..r� -- FLEXIBLE CODLING l REDUCED PRESSURE BACKFLOW GUY WIRE - CAPPED END OR PLUGGED END PREVENTER W /GATE VALVES CATCH BASIN /FIELD INLET O ( I FITTING . WATER METER ER B 1 MISCELLANEOUS PIPING SYMBOLS S IGN SECTION AND DETAIL DES I GNAT I ONS i STRAINER 0 0 `' CLEAN -OUT o SECTION DESIGNATIONS DETAII DESIGNATIONS SECT ION LETTER DESIGNATION DETAIL NUMBER Y BENCH MARK Q} S IGHT GLASS N MI TREE DECIDUOUS N PRESSURE GAUGE W /COCK TREE CONIFEROUS Ai i SHEET WHERE SECTION IS SHOWN • SHEET WHERE DETAIL IS SHOWN rn PRESSURE SWITCH W /COCK LIGHT POST 0 SURFACE ELEVATION N SECTION LETTER DES I GNAT I(Nd + 176.63 + 1 76.63 c� T HERMOMETER DETA IL — d DETAIL— O — F INAL (RADING SLOPES Y 4H:YIV Y T aH:Tly T o S CALE SCALE: d S HEET FROM WHICH SECTION S FROM WHICH DETAIL R OTAMETER SIDEWALK _t, F T ° WAS TAKEN • IS CALLED OUT 1 0 !, -W- METER 0 tO ► NOTE: IF PLAN & SECTION FOR DET CALL -OUT & DET ARE SHOWN , ON THE SAME DWG, DWG NUMBER IS REPLACED W/A DASH. p pip r) 0 0 - SHEET ►'° AS s t ��� t.c .. = Murr a�Sm ith&AssodateS Inc, � 0 0 DESIGNED ti :: °r ° , _ -, 1 u `��' = i1. 1 AS 2 LEGEND In o p M : � „ . , ,r = _ = E nginee rs /Pla nners CRY O F TIGARD G 2 � ( WELL HOUSE I IF w� ww DOES r JLH ' l 4” _ ` = 121 S]. Salmon, Suite 900 POOH M- 225 -9010 OREG 1 M 1Ha DRAWING CHECKED FN'0 P Oregon 97204 PAX 513 2 of 29 • 0 NOT TO SCALE PROJECT NO 03 0603.204 I SCALE: AS SHOWN I DATE MARCH 2005 c NO. DATE BY REVISION °P US 0 -30-06 y - - • .. ,r GENERAL •.NOTES . . . :. . . ...... • .. ABBREV I AT .I ONS _ - - - • - ... ..... . I. CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL, COUNTY, STATE, AND UTILITY CONSTRUCTION . 16. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL HOMES AND BUSINESSES AT ALL TIMES. ABAN ABANDON(ED) •. • • • • • • • . • • • • M/�''L(%) IAA=ERTAL(1) PERMITS, AND SHALL CONTACT EACH PERMITTING AGENCY AT LEAST TWO (2) BUSINESS DAYS PRIOR TO PROVIDE WRITTEN NOTICE TO AU. PROPERTY OWNERS AT LEAST TWO BUSINESS DAYS IN ADVANCE AB ANCHOR BOLT •.. • • .I.4A MAXIMUM • • 1 STARTING WORK. CONTRACTOR SHALL OBTAIN ALL REQUIRED LICENSES BEFORE STARTING CONSTRUCTION. 2. THE LOCATIONS OF ALL EXISTING UNDERGROUND FACILITIES SHOWN ON THE PLANS ARE BASED ON A OF WORK IN AND /OR CROSSING OF DRIVEWAYS. AC ADPTR ADAPTER ASPHALTIC CONCRETE A S) MANHOLE '� MIN MINIMUM II. CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER 48 HOURS BEFORE STARTING AFF AVERAGE DRY WEATHER FLOW 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 A ABOVE FINISHED FLOOR MJ MECHANICAL JOINT BE COMPLETE OR ACCURATE THE CONTRACTOR SHALL VERIFY LOCATIONS, ELEVATIONS, TYPE AND SIZES RESUMPTION OF WORK FOLLOWING SATURDAYS, SUNDAYS, OR HOLIDAYS. CONTRACTOR SHALL NOTIFY AL ALUMINUM APPROX APPROXIMATELY • • NPW • • NOPL TA L WATER 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 • • • • • • NIS ' . W0 .T$ S(.F�E PIPING /CONDUITS AS REM. 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 ' • • • • OS • • ON EENCEF! • 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 - • • • • CO • 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 1 3. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF ORS 757.541 TO 757.571. THE BFV BUTTERFLY VALVE ••• • • • • • • • • • • • • 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 • • PE • • • CONTRACTOR P I EEf� MORE THAN 10 BUSINESS DAYS, PRIOR TO EXCAVATING, BORING, OR POTHOLING. POINTS. SURVEY MONUMENTS OF THIS TYPE DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BO BLOWOFF • • • • gERZI• • •FEE • ENT AT CONT EXPENSE, WITH APPROPRIATE SURVEYS FILED WITH THE COUNTY SURVEYOR. BOT BOTTOM • • • • • •PLATE• • 4. NO ADDITIONAL PAYMENT SHALL BE MADE FOR UTILITY RELOCATION COORDINATION OR DELAYS CAUSED BV BALL VALVE • • • • 'P/E • 'PRESERTY LINE PRO PS S PRESSURE BY UTILITY CONFLICTS. ALL COSTS RELATED TO UTILITY COORDINATION AND RELOCATION, INCLUDING 14. THE CONTRACTOR SHALL DISPOSE OF ALL REMOVED OR REPLACED MATERIAL AND EQUIPMENT IN f ' RELOCATION, OSE ADDITIONAL POTHOLING, ARE TO BE CONSIDERED INCIDENTAL AND INCLUDED IN THE UNIT PRICES OF THE ACCORDANCE WITH ALL APPLICABLE REGULATIONS, EXCEPT THOSE ITEMS DESIGNATED BY THE OWNER C CENTER CATCH LINE PROP PROPOSED CH 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 l l 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 RC ROAD ORCED CONCRETE PIPE THE ENGINEER. EXISTING CONDITION UNLESS OTHERWISE SPECIFIED. CONC CONCRETE 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) CONSTRUCTION (ANY TIME OF YEAR) PER THE REQUIREMENTS OF CLEAN WATER SERVICES, WASHINGTON CONTROL MEASURES SHALL BE APPROVED BY CITY, COUNTY AND STATE AS REQUIRED AND IN PLACE CPLG COUPLING RESTR RESTRAIN( COUNTY AND THE OREGON DEO. PRIOR TO ANY CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL CR CRUSHED ROCK REQ'D REQUIRED PLANS TO THE ENGINEER PRIOR TO COMMENCING ANY WORK WITHIN THE PUBLIC RIGHT —OF —WAY. CV CHECK VALVE R/W RIGHT OF WAY 1__ 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) COORDINATE TABLE ON SHEET C -1 AND ON A SCRIBE LOCATED ON THE RESERVOIR ROOF NEAR THE NW DIA DIAMEItH SIM SIMILAR CORNER OF THE ACCESS HATCH LOCATED ON NORTH OF THE RESERVOIR. THE COORDINATES FOR THE SCRIBE 18. ALL WATER PIPE JOINTS SHALL BE MECHANICALLY RESTRAINED. DIM DIMENSION SL /SLP SLOPE ARE: N: 5309.81, E 4949.39, EL: 476.38. DP DIAMOND PLATE SLV SLEEVE 19. WORK HOUR LIMITATIONS. ALL WORK SHALL BE CONDUCTED BETWEEN THE FOLLOWING HOURS: DWG DRAWING SPECS SPECIFICATIONS B. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE PLANS AND PROJECT SPECIFICATIONS. DWY DRIVEWAY SPL SPOOL WEEKDAYS: 7 A.M. TO 9 P.M. OR DARKNESS, WHICHEVER IS EARLIEST. SO SQUARE T 9. CONTRACTOR SHALL KEEP AND MAINTAIN A CURRENT SET OF DRAWINGS ON SITE CONTRACTOR TO EL ELEVATION SS SANITARY SO FT SQUARE FOOTWER 11: KEEP CCURATE ° AS— BUILT" RECORD COPY Of PLANS. 'AS— BUILT PLANS TO BE RETURNED TO ENGINEER SATURDAYS: 8 A M. TO 9 P.M. OR DARKNESS, WHICHEVER IS EARLIEST. 0.8 ELBOW SST STAINLESS STEEL AT COMPLETION OF PROJECT. SUNDAYS ELEC/E ELECTRICAL STA STATION / 9 A.M. TO 9 P.M. OR DARKNESS, WHICHEVER IS EARLIEST. EOP EDGE OF PAVEMENT STL STEEL IF THE WORK REQUIRES SHUTDOWN OF THE EXISTING WATER SYSTEM, SHUTDOWN SHALL BE LIMITED EQ EQUAL STD STANDARD 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 UTILITY NOTIFICATION CENTER. THEE RULES ARE SET FORTH IN OAR 952 - 001 -0010 EXIST EXISTING EG EXISTING GRADE TB THRUST BLOCK THROUGH OAR 952 -001 -0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING THE TC TOP OF CURB CENTER AT 503 - 232 -1987. FAB FABRICATE TEMP TEMPORARY FCA FLANGED COUPLING ADAPTER THK THICKNESS FD FLOOR DRAIN THRU THROUGH j ' FDN FOUNDATION TP TOP OF PAVEMENT /TURNING POINT FIN FL FINISHED FLOOR TYP TYPICAL FIN GR FINISHED GRADE FLG FLANGE (D) FLOOR VERT VERTICAL( LY ) FM FORCE MAIN VOL VOLUME FITG FITTING VTR VENT THROUGH ROOF FTG FOOTING W WATER GALV GALVANIZED W/ WITH GEN GENERAL W /O WITHOUT GV GATE VALVE W WELDEED ST EL I_ WTRT WATER TIGHT HGT HEIGHT HORIZ HORIZONTAL N HWY HIGHWAY I E L.:.. INVERT D ELEVATION \ INSTL INSTALL INSUL INSULATION M ,I LF LINEAL FEET N I J1 C7 1 I 0 a O N I 0 o I M 0 0 SHEET Q 1 N0 AS "," -- Murraykith &Associates GENERAL NOTES AND F 0 0 Xi i DESIGNED � ' - ! � � ,Inc, v „ .- k;g2T5gGiN BAH/DKH =c a i11� ASR 2 to _ > _ = Engincers /Planners CITY of nGARD ABBREVIATIONS C' 3 0 DRAWN THIS BAR DOES � � If -__ WELL HOUSE i NOT MEASURE 1 JLH • '- 4,,, L� Ste ; _ l21 S.A. Salmon Suite 900 PHONE 503 225 9010 OREG o NOT TO SCALE C HECKED V 5 210 — Portland, Oregon 97204 FLT 503- 225 -9022 I 3 of 29 o THEN E 0 PROJECT NO.: 03- 0603.204 I SCALE: AS SHOWN I DATE MARCH 2005 NO, DATE BY REVISION ow ins 6-30-00 ' I I 1 H . 4 i \ TAX LOT: 900 • • 4 y SITE ADDRESS: • • • • • • • • • •./ • • • • r. a / \ � 12475 SW BULL MOUNTAI RD / • • • • Iii I / / \ T • I GARD, OREGON 97224 . • • . . . • • • • I -i,•\ � \ RESEED ALL DISTURBED AREAS / 0 REMOVE 30' OF I a1T' ��a \ \ (TYP) . • • • • • •••• .. • .. ; • . *I � -- O c' II �; •••.. • . / • • • • CONSTRUCT NEW <`` p1 • • • • , /.... / • CONE DWY, SEE I al , / STD DET CUT r .': I al ¢ ''� \ © / EXIST CURB AS ? } �? \ i • • 1 • • NECESSARY \ \ • • • •. • 4 • • • • • 7 • w • DEMO APPROX 20' f f 1 a OF EXIST CHAIN I ', ' l / • •'/ • l 73 �\ \ \ \ --- .41111,..,... •r I ... • /� /�•• ./ • LINK FENCE 1 \ ` / // f A ,I FURNISH & INSTALL -•. \ / // / ■ NEW I6' ROLL GATE I r \'. `� '- , // FURNISH &INSTALL 30' MIN NEW FENCE fa ° ' / . EXTENT OF EXIST GRAVEL. +:::: i CONNECT TO EXIST NG ' `' 1 \ / { l REMOVE ALL GRAVEL. STRIP 0 / DEMO EXIST DWY, z' 1 ` UNDERLYING SOD & ROOTS CONSTRUCT NEW AC ACCESS \ \ /' - ,- ' 11111111/111 � :':' ` _ BENEATH WELL HOUSE, DWY - �' �' / / / ,��... ",� :' � "..:_._, ROAD. SEE TYP CROSS SECTIO AC PAD &GATE ( - SHT C -6 &ACCESS RD - `.- PLANT 25' OF NEW ;c" I. ' _ . 276 " t;`.:; CONSTRUCT NEW WELL HOUSE © - - ,' // ARBORVITAE TO I 3 l'''--::::(); _^x44' BLDG ) 0‘) // � , / /// ii ,. ,- FILL THE SPACE CREATED. 3' TALL I ` AC EXIST AC PAD. P7�RTTRtLY - = -__ - ''/ / ,/ ,� /' 30" OC z I,,.:: ::. = B I ED _ _ �' ' / f � . \ - CONSTRUCT NEW i =I O \ 1 0 ' �' CURB TO MATCH ' ' / I EXIST CURB I '.`::. `: :t %, I \\ /' ' , / / � z PER STD DET - I \ ' , ' ' 44 i l I mw W , __ E X 0 \ \ / / •- Z ' O ;v' l / --- -- ...+- -• , / ' / I } - Q _ _ I ... ... .................... - - - ` I 1 i ......... / / 1 \ \ \ ..._ ...........: .......... ..... .. . J I 30 . \ \ �...... ....y F'i:': ii ?: i:::'::iic.ii i' is \ (/l u �.• � VE HEDGE FROM VISUAL 1 _ I _ CLEARANCE AREA 1 I \ - I 1 1 ��\ r 1 1 1 COORDINATE TABLE 1 POINT NO DESCRIPTION NORTHING FASTING ELEVATION N / / 5 _ _ - _ 0 AC ®FDN COR 5055.23 4843.29 473.95 o 0 - _ _ _ - - O2 FG 0 FDN COR 5055.23 4887.29 473.95 -- - _ _ - O AC 0 FDN COR 5082.57 4887.29 473.95 M 0 AC 0 FDN COR 5082.56 4843.29 473.95 U O TP 0 EOP 5097.56 4887.31 473.65 SW BULL MOUNTAIN ROA I o ®: O 6 TP 0 EOP 5055.23 4828.29 473.65 t- a ..... . ...... ................... ............................... ................. TP 0 EOP 5097.56 4828.29 473.65 • U ................................................... .......... ....................... ...... .. . ....................... MATCH ROAD .. ...... .... ....................... O TC 0 DWY � 5090.07 4815.41 o 0 OF MH 0 RIM 5044.41 4905.47 473.58 �e -- - R / W o e OF MH ®RIM 5052.64 4911.98 473.58 N I _ _ / 1 II TOP OF WELL CASING Q 5072.90 4680.96 475.71 __ - PLAN o e H &T FOR TBM I 5030.25 4991.69 479.68 r R /W- -�- SCALE: I " =10' � o SHEEP o NOTICE AS r�� _ __ Murray Smith&ASSOaate Inc. A�, a D , I DESIGNED c ° : = 1 1 SIT PLAN, GRADING AND 8 CADD - E ' : E Il e erSir iaIlIlerS cm of n�ARD ASR 2 COORD T ABLE THIS D DRAWN � i � / / // -� f WELL HOUSE C- I Not MEASURE I JLH '4 oy � ,4 ` , _R lw > w - 12 S. !. Sa l mon, Suit 90 P0008 50 9- 725 -9010 O EG%ON o NOT TO SCALE CHECKED f k sza x ['Avid, Oregon 97204 FAX 509-225 -9022 4 of 29 1 6 NO. DATE BY REVISION _ DPI 6 - - PROJECT NO.: 03- 0603.204 I SCALE AS SHOWN' DATE MARCH 2005 I lf`" _ I } WATER SCHE � •- I I I tll • . • • • • • • (,S IT INTO ExItT e L DI PIPE • 1 RI • • • • • • • F�UIRRN I eic 1 NSTAILL, II / � \ ••• • •• 1- 12 "•TEff, MJxMJ• • ` I / • • • • • • I -SOL DLV JxMJ� • • I ;; I 1 I \ II W2 FURNISH & INSTALL: I I 4 / / •i ••• • I•I.2 BFV,a•IJx• i .. p_ - SS- • / �' • • • � I �• yTEMINATINOFEXISTELEC\ • i• •• • 1 W4 FUR I I -12" D I TEE, MJxMJ 0 I -12" BFV, TEE, MJ • I • • . • • • e •' �" sIN SS Y \ I F A DDITIVE ALTERNATE B 10 ITEMS ARE • • • 1- 12 S•MALL: • I CONSTRUCTED, AL 1 GNMENT OF S D I W I L L S H I F T \ • • • • • • • 12'�BFy,y {!LG 1 ®I ::: FROM BASE BID ALIGNMENT TO THIS ALIGNMENT \ 1. � I I � ° \\ W6 FURNISH &INSTALL: I ADDITIVE \ I- 12" DI TEE, FLGxF1G it 11: ....-1 \ 5 MIN -� \ I - FLGxPE SPOOL ® ` ® ® ® \ 6' MAX • A BID ER I ITEMS W7 FURNISH &INSTALL: \ I -12" BFV, FLGxMJ I: - i l � 2 DI W . _ \ } ` ° N O SEE SHTS C -6 & LL: I- \ WB RESERVOIR INLET 1 7 m W9 FURNISH & INSTALL: t:::: , \ I -12" DI SPL I % , 1- 12" FLEX EXPANSION JT I 1 } rrr:.� 1 -:-Si:: I I0.5' 5.75' Z Z TYP OF 4 I - 12" D 190 BEND, VERT, SEE SHT C - • 1 ® ► IIIIII IIIIIIIIIIIII111 02llllllllllulllilllll 1111111 FUR 2" X 2 TAPPED TEE, MJxMJ II1i111 Iiillllllullllllllillllll � � MJxMJ M I -I2" BF�, J I 1 11111111111 1111111111u1��a llllllllullllul - - I -2 STD BO ASSY ■ �? 1111111111111111111 :{ VI / _ � 11111111111111111111111111111111111111111116111111117 STORM DRAIN SCHEDULE �k , f : I �. r ullllllll , 1 ®. IIIIIIIIIIIIIIIIIIIIIII I lllllllllul lllll FURNISH INSTALL IIIIIIIIIIIIillllll . CO FURN ISH I & INSTALL: TO WASTE W ® PROPOSED ® ,, 111111 �IIIIII WELL HOUSE W IIIIIIIIIII�llllllllllll _ Illlllll �} --- - _ - - SHT C -3 FOR CONT I NUAT ION OF P I P ABOVE - .•,►:+•� ^" "� """�'. HT D I SEE DE 90 BEND, VERT W/ TB. SE 1 . • o� ; r- - - •'ter I I — - ®N5052.64, E4911.98 S — — —. _ _ _ - - SHORING REO'D ALONG SOUTH ............. = W { - - E C STRUCT NE 4 INLET MH OR ONSITE r ON W 2 I- F-- I'. UMP TO WASTE. < SIDE OF N Q I o SEE C -3 PROTECT EX FENCE i . • 1 - - :( :::. 48" OUTLET. MH : . ... .. ............................... -•• ••• ••• •••..• . . 1 SEE DET 2 ...... ...................................... ............................ ... . • N5044.41, E4905.47 ( v SHT C -3 CONSTRUCT NEW 48" MH FOR DISCHARGE OF _I _ I ::.. ... ......................................................................................... ...... ..................... .... ....... PUMP TO WASTE WATER. / ... - ...... ............................... ..................................... ........... .................... 0 FT LONG W/ 42" ACCESS MH E RIM EL =473.5 IE =467.9 I N I FURNISH & INSTALL: ...................................... .... .................... ....... . ... . ............. ........ ............... ........ E; I I "" NEW 57 " x38" CORRUGATED ALUMINIZED STL < l I I I Nit ARCHED CULVERT PIPE IE= 468.4. \ I • (2) REQ'D EA 120 FT LONG W/ 42" ACCESS MH o n o \ \ � I j SD8 _ - _ TOTAL VOL 2 ,835 CU FEET < �_ o \ I I _ _ - - ®NEW 71 CORR ALUMINIZED STL d N z \ ---- \ }� , _ - - ARCHED CULV PI PE. I E= 468.4. m ( J ) 1 _ - - _ (2) REVD, A 12 cp - a \ I _ _ - - ..... TOTAL D, A CUBIC FEET i - -"c..1- --------- - - - - -- `r SANITARY SEWER __ _____ - - - -- SCHEDULE`•0 FURNISH & INSTALL: v a 1 SW BULL MOUNTAIN ROAD - -- - ________ - - -- _ ___ ________ __ _ _ _ _ __ E NEw 3s" CORRUGATED ALUM INIZED STL < t CULVERT ROUND PIPE. I E= 468.4. 3) REO'D I - _-- - - - - -- ---------- - - - - -- . - -:: :: 0 FURNISH & INSTALL: 111 I _ _ - ; ..r NEW 6" SS CLEANOUT TO GR 3 ` 4 -- - - - - -- _._ - :. ® :::::::: :::' .®. FURNISH &IALL: v --- 16 "W- - -- i ........ - - - --- -- -- • --- 12 "SD . - � : ":� :- : :::::��� SS IE ®C0= 470.00 12 PVc SD LTH =6 SLP =0.012 , ... : : : -.. .. FURNISH & INSTALL: ®i` N4980.I, E424 �. . - ._ . - . ... ................ ........ I NEW 6" PVC SS ._ __. .- EXIST H R:9NmE0SN9TEG. L 475.17, IE 467.7 cc o ___— _-- 12'W - - _ ..... I LENGTH =63 SL = 0.173 • ®:. .....,._ _. / :: uu1W N5124.63, E4806.84 SD IE ®MH= 467.70 CHIP &RECONSTRUCT ® NEW 6 "SS TO EXIST MH , v- �.E,XI��T.- jQ -C�EiE C�1�A(9NE1 "" . I ( MH RIM 1 E 0 M .04, 9. I E =457. I l CONSTRUCT NEW 42" MAINTENANCE ACCESS MH`, 1 7 O \ I PLAN / NEW SS IE ®MH =459.1 (�� 1 0 _ - _ I t RIM EL 0 FG, SEE DET 2A, SHT C -3 v��� -r - - \ I SCALE: I "= 10' a• p 1 - ,c�� SHEET NOTICE AS ` E�� N ° tio. _ - _ _ = Murra -- o D x DES IGNED � --±', _ _ _ �3mith &AssoaateS,Inc. :u YARD PIPING AND PUMP TO cs: H ECK / „ �,,, _ _ _ = _ _ Engineers/ Planners CITY OFTIGARD ASR 2 WASTE DETENTION PLAN C -2 y o I r E ioTM l u uRE �i s 1LH 9 y o - = _ _ = 1 21 S .A. S almon , Suite 900 PHONB 503 Z25 9010 OREGON WELL HOUSE J I j NO TO SCALE CHECKED � Portland, Oregon 97204 FAX 503 - 225 -9022 � N0. DATE BY REVISION PROJECT NO.: 03- 0603.204 I SCALE: AS SHOWN I DATE: MARCH 2005 5 of 29 , • 9, -D" • • • • S . • • • • • • • • • • • • • • • • • • • • • ▪ • • • ▪ • • • ▪ • ' PUMP TO WASTE FROM WELL HOUSE - - - -�� 2 FLAP VALVE •1 �, '�' PI PING, S L A B, •• • • • • • / GRA TE & FRAME PER • • • • • • ��� � • I. � II, BASE BID DETAILS • • • ••• • • • e Ih .... • FLA O RIFICE IN J CONNECT CHAIN FLA I E= 468.5 W1DOUBLE CLEV I S • • • • • � I ! d, C UT RISER TO SEE N O TE I • • • • • • , . ‘ 6. i — I / FINAL ELEV • • • .� -_ -� • IN FIELD PIPE COLLAR : • ••• ••e •e • • • • ( Sr i G< �� , CUT RISER TO ,.��y ® '� N , , FLAP VALVE WITH OR I F CE ` � ,i 490 PLAN FINAL ELEVATION • i 110 COMPACTED SUBGRADE SCALE: I " =1' -0" IN FIELD AS 6" NECESSARY _f I - .) I 42" ROUND CMP RISER I TO PIPE -ARCH MIN LIMITS OF COMPACTED `ti? j 1 DETENTION PIPES SELECT GRANULAR BFILL { ■ 8 "I - 1 _ NOTE: / SEE SEE 4 0 OC EW 6 .. _ I. FLEXIBLE JOINT BETWEEN PIPE RISER AND CONCRETE NOTE NOTE o COLLAR TO BE SUFFICIENTLY RIGID TO PREVENT ANY 4 4 CONTACT BETWEEN PIPE AND CONCRETE. ` NORMAL EMBANKMENT S DETENTION SYSTEM INLET MANHOLE FILL ABOVE MIN 7` , ° ?" �' $LAB EDGE DETAI SCALE: 1/2"= I' -0" 12" COVER ? \ o 0 k SCALE: 2 "= I' -0" FURNISH & INSTALL: 4 �� • 2 -12 DI 90 BENDS, FLG j 7-- I-12 D I SPL, FLGxFLG, LENGTH AS REVD =If ....—=.____:....4%-----4--_ �`• �� 1-12" D I SPL, FLGxPE, LENGTH AS REQ'D `• i _ - h I / PIPE ARCH \ - t I I 1# ° I �,.-.- SEE SLAB - \--- - '�d I o t. ' ; =_ EDGE o z MH GRATE & FRAME � 1���� -�-� DETAIL SEE DET I, SHT C -5 _ 1- - -� ~ N .. =..1 =_ I = I I -w � � -: ^�_ k J - / - -I- - -- T L EL= 473.8 \ / FR &BID MH NATURAL UNCOMPACTED BEDDING i UNDISTURBED ACCESS \ 48" FLAT MH TOP BLANKET, SEE NOTE 5 LADDERt l L =472.3 EMBANKMENT ~-.\ 1 CUT RISER TO SEE NOTE I (� ADDITIVE ALTERNATE BID ITEMS: FINAL ELEV_ CRITICAL BACKFILL ZONE, PRESSURE ON SOIL GREATEST HERE. ^; a PIPE COLLAR MO OVERFLOW PIPE IN FIELD AS a I FLAP VALVE W/ CHAIN &ORIFICE NECESSARY �� INITIAL LIFTS OVER CROWN OF STRUCTURE AS INDICATED BY SHADED AREA TO BE 0 < 12 "SD FROM a FERNCO CPLG �� -� , COMPACTED TO REQUIRED DENSITY WITH HAND OPERATED EQUIPMENT OR WITH SMALL PUMP TO WAST 12" SD FROM DETENTION SYSTEM } C �, TRACTOR SELECT GRAN (D -4 OR SMALLER) DRAWN L BACKFILL EQUIPME LIMNT. TS. o DETENTION SYSTEM y —a 12 "SD ❑ LARIE , COMPACTED SUBGRADE ULAR STRUCTURAI EL =48 DEPTH S 1 10" G a NOTES: l'-' EL =467.4 I FERNCO FLEX CPLG W/ I � \ TO PIPE -ARCH I . COMPACT BACKFILL TO 90 PERCENT DENSITY PER AASHTO T -I80, SEE SPECIFICATIONS. o SS STRAPS 42" ROUND CMP RISER } 12 CI M & H FLAP VALVE DETENTION PIPES 2. COMPLETE AND REGULAR MONITORING OF THE CORRUGATED METAL PIPE co _ Iz W/ 12" LONG SPIGOT ARCH SHAPE IS NECESSARY DURING ALL BACKFILLING OF THE STRUCTURE. m t FLAP VALVE W/ CHAIN 3. PREVENT EXCESSIVE DISTORTION OF SHAPE AS NECESSARY BY VARYING COMPACTION & ORIFICE SEE DET 3A, THIS SHT METHODS AND EQUIPMENT. 0 NOTE: NOTE; 4. MINIMUM SPACING BETWEEN PIPES SHALL BE JS THE LENGTH OF THE PIPE ARCH SPAN. (, 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 ci 0 GRATE AND FRAME SHOWN HERE AND ON SHEET C -5 WILL BE CONSTRUCTED OVER COLLAR TO BE SUFFICIENTLY RIGID TO PREVENT ANY THE DETENTION SYSTEM INLET MANHOLE. PUMP TO WASTE OUTLET MANHOLE WILL CONTACT BETWEEN PIPE AND CONCRETE. WIDTH IS HALF THE CORRUGATED METAL PIPE SPAN. ° COVERED ME LIDTFOR MANHOLE ACCESSTOP SECTION WITH A CI SUBURBAN 2. INSTALL ACCESS LADDER IN RISER. CORRUGATED METAL PIPE-ARCH PUMP TO WASTE OUTLET MANHOLE INTENANCE ACCESS MANHOLE 0 TYP I CAL BACKFILL SECTION 0 j ' ° SCALE: '/2 "= I' -0" e MA S CALE: '/2 "= I' -0" SCALE: NTS `- M 0 0 SHE o 0 NOTICE ' AS ���`� P E ,fJ / 9 ^ _ _ _ _ _ = M Ulllll,ll&!]JSOcdates,In 4 I� 1 � , DESIGNED ,, s•; , ep y j fZ � DKH =_ =- _ °.11�L\ A SR 2 CIVIL DETAILS - 1 c D RAW N ' .,. J = _ _ _ _ _ __ Engineers /Planners CI T Y OF TIGARD ' C 3 o N ot 11 ► S iEA 6 su ILH 'yo s� _ _ = = —_ _ _ = 121 5.>t. Salmon Suite 900 PHONE 503-225-9010 OREGON WELL HOUSE S - • THEN DRAWING IS ' O� -� -' - o NOT TO SCALE CHECKED w •�pT� Portland Oregon 97204 fdI 500-225-9022 0 6 of 29 I N0. DATE BY REVISION � � 6'� PROJE NO.: 03- 0603.204 I SCALE AS SHOWN I DATE: MARCH 2005 . M PAVEMENT • PAVEMENT S. •• •• S. • ' . EXISTING DRIVEWAY - _ + - . . L ' \ OUTSIDE OF wITMN • • • • • • • • • • • • • • • • • • MATCH _ B GRADE NAP.. NAP.. • • • • • • • • • • • • • • x C NS wTa EAST. N. M. • • FINISH G=FADE • : • • S BOx TOP 910 IIIIIIIIMEM R UNE f • • - ' SEE NOTE 4 = NAY MAMMAL VARIES Am iihi. 18' CAST IRON 910 BOX I ! SEE NOTE 3 r T _ • V I I PROVIDE 24" BY r • • • • �` I I 4 THICK CONCRETE 4 I I I II A • • • 5 MIN 21 2 i PAD (SEE NOTE 4) . • • 16' • • • • • • • • • • SIDEWALK j.• ! p` 5 � 5` � d N j 6MIN. • I • • : : I • • • • • • ' S • • 2' S. OPER NUT I • • • OR S SOLID STEEL SHAFT A • I I s: 63 1 6 I 30' MAX I 6' I g' , 1 a I n I III r : • 1 1 /B' MINIMUM 10' MIN I I 6" ASTM 3034 PVC - ELAN. I I III CLEARANCE MWMUM I � p j • • . • I • • CLEA OPERATING NUT EXTENSION • • q - -' - u I : • • • / D • gu (SE DETAIL N0. 505) • • • • : • • : • • �I • • • ROCK. GUARD 7/4" 5TL. PLATE • • • TO BE 5 3/4' DIAMETER ACCOMODATE MOVEMENT 3/4' ' O ' • ••• • W /HOLE IN CENTER TO 2z 1 STREET OF SHAF r �., O a Im ' SP COLLAR WELDED z 1 /zz 1 /z 3 /e' Loc E BEL M STEEL FLAT BAR PE (3/4 - -0 ") COMPACTED SECTION A -A ¶ 6" X 6" 10 CA MESH ,. • \ PVC PIPE SEE NOTE NO. 4 !R �. IC �`` / / / \ � \/ / /��� • y� \ \ STEEL SQUARE TUBE LONG ASTM 3034 �A� ` _ - ( NOTES: , / , \ \'\\7` 1 1 NOTES V - I t) VALVE BOX NOT TO I 1E1 1. CONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3000 PSI AFTER 28 DAYS. R.. 1 n� AT - _ 2) OPERATOR EXTENSION T sTAFUUT -L As REWIRED REQUIRED WHET) VALVE NUT �._ /- 2. CURB JOINT SHALL BE TROWELED WITH A MIN 1/2 RADIUS ALONG BACK OF CURB. IS DEEPER THAN 3 FEET ® 24" ' I i 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1/2" PREMOLDED ASPHALT IMPREGNATED FROM FINISHED GRADE. MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. NOT: 3) CENTER VALVE BOX ON Ax1S OF OPER. NUT. NOTE: 4. 6 X 6" 10 GA MESH REWIRED FOR COMMERCIAL DRIVEWAYS ONLY..: - 1. SURFACING OF PAVED AREAS SHALL COMPLY MTH STREET CUT STANDARD DRAWING. IFT TO WITHIN 18' OF FINISH GRADE 4) PROVIDE 24' SQUARE BY 4' THICK 1) EXTEND 2' G CONCRETE PAD AROUND VALVE I-- 24' ---I WHEN VALVE NUT IS DEEPER THAN 3 FEET FROM 2. JOINTS TO BE TACK AND SANDED. • FINISHED GRADE 3. SAVCUT SHALL BE TACK COATED WITH BIIUMINUS ASPHALT EMULSION. BOX OUTSIDE OF PAVED AREAS • AS SHOWN IN CONCRETE PAD DETAIL CONCRETE PAD S I --rt - -R NO SCALE ^art Army. sr NC ECSCALE /' ^ NO s,..... /'' 4p0y�M r. W[NAS /\ "' r• OWNS MO / \ mm........ 'Q1SiM P. MOONS T R ENCH ow No. ` ° iO� 1 °° °P'A°O r. TYP ICAL GATE own Nn p1°°""A ppM NINN A., mm, OPERATING NUT O. No. o-m. STANDARD A .n Nn .I..� A .... R M" M-M° ° " N. MAN INS DRIVEWAY 142 Q „ imt ✓ mow: T•• BACKFILL 180 r............ . m .. VALVE 503 �t� ..-,. r 505 woo u.ACN MOB EXTEN of IOW �' mYc'0MD ..�.. w.,..... UNNN .� AN ' TI ffi -I ' -�0 18' CAST IRON 910 BOXES 3 6 12' BEHIND SIDEWALK n Iigi I I I� 71 FINISHED GRADE H O !iI U% ,. '4 '�O •' � AX. WHEN NO SIEWAU< U 2" OR 1 I/2 ERN C A8 REQURED 7 �iI�ir % � 12' 9 HAND TIGHT BEND PLUG OR CAP MIN TYP GATE VALVE 2 BRFSS PLUG PLUGGED TEE PUIIXRED CROSS METER _ n\ SEE DETAIL NO. 503 ( tillii '9 W ( ) I I S WEAT TO MT OPPER I p'?= °'�"•1fe•'Mi'vC,u . n •I ., D - MIL' I 2 ' COPPER TUBING $,w.i jt.� .,.6..•S ?'T _ .- TYPICAL) ! • _ z.�:�.. �s•,; -. _Us Jim 30 Psl 11 C: • , 4 I l�lly _ ..- - CONCH THRUST BLOCK / - III G�Iga r y -11 EARTH-BEARING AREA I 11 " •�•, . 2" FW X COMPRESSION ANGLE : u �' A - �� 2" ELL COPPER - ' - STOP (FITS 1 1 2 APPLICATIONS) LITERA PI PLUGGED CROSS TEE ON BOTH SIDES OF PIPE '.�'r t6-4e.54...-.51 . ' SUP ( / TIE RODS WHEN UU - :Y.1a :x. •�. " ��' �• ' ( CONCRETE DIMENTIONS Vi6 "d'or+r '� • SE CTION REQUIRED, AS PER R; e :\/ . � ARE MINIMUMS - MANUFACTURERS / • 4 11�����\ \��`� MJ X TAPPED CONCRETE THRUST BLOCK SCHEDULE REFER TO DRAWING N0. S6e C ��O 2 ADAPTER COPPER 2 TEE -- FOR BEARING DATA) 12• RECOMMENDATIONS SWEAT TO MIPT 2' TYPE 'K' ENG A QU Fly MIN TYPICAL STRADDLE BLOCK CONCRETE PIER BLOCK COPPER PIPE FITTING CONCRETE TEE OR THRUST BLOCKS 45' 22 1/2' 11 t/4' (� (� (SEE DETAIL NO. 561) SIZE (I NCHES) (B ARI PWCGED ARE CROSS OF BEND IN S BEND ARE BEND \W;A \�,� \ \r TAPPED 2' NOTE: 2' TAPPED s 01.9 01.3 -- -- \ \ \ \ \ \ / �� - O TTING S R MAT. JOINT PLUG OR i L. .I -! 6 04.0 0 1.3 -- �i \A�ii✓� \ /i . A$ FITTINGS AS t. THREADED BRASS PIPING MAT. VIER GLAND WITH MECALUG r MAIN UNE B 07.1 03.9 02.0 07.3 REQUIRED MAY BE USED IN PLACE OF RETAINER J COPPER TUBING ` `� COPPER BENDS / 12 16.0 15.5 04.5 02.3 �� - _ PERMANENT N AS NEEDED L / _ 16 25.4 i5.5 05.0 04.0 - - -- - - -- , rn 2' MIPT X COMPRESSION CORP 24 64.0 34.9 18.1 09.1 I _ • p (SUPPUED BY THE CRY) - _ - -- - -- - -- �r I!') P.54. UNDISTURBED RETAINER GLANDS STREET PLUG O R {4 p ABOI£ BEARING AREAS BASED ON 1EST PRESSURE OF 150 . AND AN EARTH (2) REQUIRED [EDGE OF PAVEMENT RT ' ALLOWABLE SOIL BEARING MOWN OF 1500 POUND PER SQUARE FOOT. TO 3'0• 0) !' \ /v /S)�7 ) \ ` •I ` AND VALVE BOX '�\ I I, (.' N COMPUTE BEARING AREAS FOR DIFFERENT TEST PRESSURES AN 50 6 BEARING v e?✓I%'/% / 1�,,h5 p:G✓� MJ GATE VALVE / `� i STESSES, USE THE FOLLONINC EQUATION / / �/ � \. ,�. ,., <Awc ns.AS - (rzST �au/TSAI x (uAA/sDA •-.......m.). ( •.IOU RETAINER GLAND / .O:\ `\ / DITCH UNE COMPLETE , y I / 1 ' -0 ' MIN. A , e ,, NOTE NOTES: 2 -O' >• 1. STRADDLE BLOCKS REQUIRED WHERE LINES MAY BE EXTENDED N FUTURE MIN. MIN. MAX. I I U 1. CONTRACTOR TO INSTALL MJ X TAPPED 2" TEES A7 90 ' ANGLES TO METER LOCATIONS. HORIZONTAL k LEVEL SEE DETAIL NO. 561 •1I I. 2. CONCRETE THRUST BLACIONG TO BE POURED AGAINST UNDISTURBED EARTH. PLAN \ar� \ � O'M 3. KEEP CONCRETE CLEAR OF JCINT AND ACCESSORIES. 13 IN. • 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) - ENCIRCLED ON THE PLANS : e.g. 15 INDICATES 15 SQUARE FEET BEARING QUANTITY BASED ON PIPE SIZE /.? I 4 AREA REQUIRED. 5. IF NOT SHOW PLANS iEOIWRED BEARING AREAS AT FITTING SHALL BE AS STRADDLE BLOCKS TO BE USED AT: I I CC - U WN INDICATED ABOVE ADJUST IF NECESSARY, TO CONFORM TO DE TEST 2 -0" 18" 1D' -0" 1 - PRESSURE(S) AND ALLOWABLE SOIL BEARING STRESS(ES) STATED IN THE 1. END OF LINE BLOW OFFS MIN MIN I A ' SPECIAL PROVISIONS 2. BLIND TEES 6. BEARING AREAS AND SPECIAL BLOCKING DETAILS 5HO0N ON PLANS TAKE 3. BOND CROSSES TEMPORARY I PREDDENCE OVER BEARING AREAS AND BLOCKING DETAILS SHOWN ON 4. VERTICAL BENDS v THIS STANDARD DETAIL BEARING AREA OF THRUST BLOCKS ARE IN SQUARE p FEET. ... No SCALE I /\ - w.. R MO /' AGUSTIN P. N.. No WALE �^ \ mum P. MANS s u4c / � o-u.�A: �.RnvN wrSTIN P. MANS SCALE / 2� STANDARD owe. No. 1-") T \ A AcusnN r. MIMAAS / Y olaMD.o +e.Nr 1 O1°m1° '"^.MT w „ AN.m D.c. Nn S 00000. e•. A..m p ....,NN, �NI,.�o __ 2" & 1 -1/2 owc •n w „ � STANDA THR UST own NO. . .o I o m N.NJI IMO WATER SERVICE 521 b Q.° N.Aa MS BLOCK 560 my \ Tr ��,a Nola ION STRADDLE BLOCK 561 I®l� m KANN I,f` BLOWOFF 570 an or ' n 0 o SHEET 1 NOTICE AS �� P .. e+t _ - _ = MurraaSmith &Assodates Inc ( p 0 I DESIG ��1 `r SLN P/ ' -- H CM t = _ = Engineers /Planners I cm FTIGARD ASR 2 CARL DETAILS - 2 C -4 p IF THIS BAR �� DRAWN �1/• ' C /%/ _ _ _ _ WELL HOUSE o NO MEASURE 1' JLH / 4& 44, C � - - - _ _ _ 121 S. A. Salmon, Suitt 900 PRONE 503 - 225 -901 OREGON I I i o NOT TO SCALE CHECKED Ew .f t,Ii - Portland, Oregon 97204 FAX 503- 225 -9022 7 of 29 NO. DATE BY REVISION F SP 1RES 6 PROJECT NO.: 03- 0603.204 I SCALE: AS SHOWN I DATE: MARCH 2005 - s • f I . • • . GATE POST 'GALV P PE GATE FRAME AND BRACING ' • 4'-0" . . . 4" OD (TYP) • •• • 2.375 OD-WELDED CONSTRUCT I ON • • • • • • • • • • • • 4 , OO •• .- .• . . • • OO• 3/4" ALL ANCHORS - , • • • i . 3 901RDS OF•4 • • • AN EDGE ALL MEMBERS 5/8" x • e • • • . PO CrsM•,,BARBED rRE • • 1 ' TT: : , ..,_.- .- _ 2- I /2" FLAT BAR A36 - \ F 'A°36x T / x 3/8" ANGLE PER MANUFACTURER'S RECOMMENDATION • • GATE OPENING NG SEE DRAW I NG• • 6 • • • • 6 , 6 , - _L. - a 3 ID. PLASTIC -* ==,_- ,.. _.-- ORMNAGE BLOCKOUT r PIPE W/COUPUNG CC -,-- a • • I • • • • • • ' ... .. ...- Ld x ,. o • 0 • . O ". • .-J 0 ow ROLLER (4 REO'D) Mt IMM • . • • • • . . • • • : • • 1 . 11 _.. • • _ . - - 1 • A ' 0 - ' • • , . _________ •.......... ' jr NV: -"47:VVViliVie:VW.:4■Nirvowsifi c F - - -■ 1 A 0 0 • ' ... -.:1- 1 II! r F c A H B A R , N c L I NK . STR l i t ... • i , _ : , T _.•. 1 r • • 4 Ic.ttre. • i 1 - . PNT OF TANGENCY BO' -0 " 1 II* / • OF THE CURB & AT OTHER LOCATIONS AS REQUIRED TO UNIT THE SPACING PI 01 TO A MAXIMUM OF 20 FT. irf 4 _ , • '1**41■••••-• I 1■414411•4?.-4441 4•4■41414■414144■44 *AA. I 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-IAOLDED NON-EXTRUDED MATERIAL 3 ''..4..,■-■.4.,.■-■.■...■.,4 ..T. .4.1%.4..■..4`,...A. -■ .4, .4...4..4. ,..:..4..41,■.4....2.. .. . 2 4: Ii 1 • fn. 1 vein., A MINUMUM THICKNESS OF 1/2 2 /2 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART -- " - I H I " I ' r " If....4 1 (o• 'W/X7/ , •• - :, ' ,>/' sW/, ? ,`&,>71a` AY/A>W4;W/O) • %,-, \ • ,. , , : •• 2`,. >i••• e/ - - W 0,'i, .,> ',/,, 2X4,Y/. ,<,. %,t; : 3 , , y/, s ‘ i.: ., ' • :. .:: -;• ' ' ' ' ,s,. \ - -L . ..„„( 4 ,77, ‘ ,7 A • W 1 ,\ ,:• ';.; ITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA 1 s " , ,: . '?./,, _ , 1 ] 4 \ :: 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. \ 1 -" - " . •',;. .•< MAX CLR- F 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET 5/8 x 2 I /2 BOLT WELDED • ..' ;: r,, ,./ .":.., I : e. .:>< AND MAX. OF 3 FEET FROM PROPERTY UNES. TO FRAME, TYP OF 4 \ ,\ . ";,,, 2.: ,?..-:\, .. 12" ROUND SECTION ,;',: \ 4 ;•; i ..‹. .K - - --!, 4 N 1.; I. .;.: , X ' •••'''• \i ‘• 18" ROUND SECT I ON ---F ‘ : , ,,N , 2 4.\ -7..'''''' ••,,.,'‘• - \ ,,.&.•:.,, , c ,, .,. , . \ FOR 4" OD GATE .., OIL POSTS 1. GRATE AND FABRICATION FRAME TO BE HOT DIP GALVAN I ZED AFTER I. PROVIDE LOCK ASSEMBLY AND GATE STOP FOR EACH GATE, SEE SPECIFICATIONS. LE OW OS ND WA KIM* P. DURO MT STANDARD CURB .11•S Dm OM - 17707:1° NAMON ION OTT OF =ARP 1 25 MANHOLE GRATE & FRAME DETAIL . FULL CANTILEVER ROLLING GATE 0 , ...., .-- MIMS Ibk SCALE: %. " = I '-0" SCALE: NTS I :• NOTES: er - -MAJINCEE DESIGN TO CONFORM WITH ASTM C-ASS 1 : AND DRAWING NO. 010-SA NON-SNRINK GROUT STANDARD . CAST .1 IRO . N BRACE POSTS 3 STRANDS OF 4 POINT ERALIE A C0 PER ORAN ISO-SC SI . STANDARD MASMOLE BARBED W IRE GRADE E n . L I N E POST P . . BE ALLO TERMINAL END, GATE OR CORNER POST 0 10-0" TWISTED AND BARBED SELVAGE PULL POST BRACE POST 4. , asiipti-mus Iii -... 4 MIN. OC MAX F845/4 Ott.E / ' lig :::7415!57V V a :-....,- .- INIIIII=IIMININMEMI 11, NIIMEM11■1111MIWRIM111■111•1111111111111M ENCAPSULATED . II ,.. .. : MATERTIONT PPE PL. RUBBER CASKET • .•I . VATH STOPS iFMINMENEMMMEMEI !I 1111111111111■111111111MIIIMMIE NOTE: CLEAN OUT INSTALLATIONS V., .i 1 ___ B ARIA 21111111116111111■1111111■11111111111_41 ARE UTED TO EA ENT NISEM . . .4.); 4 Iry S, OR MAT W!, C. Er ■ v. lit , 7111- • . I VW ON A TEMPORARY BSIS tk. . •;,..,...B.01 PRONDE Skr-0 FDR A 4 SLEEVES ee, IN RIGHT-OF-HAT . \ . .....t. =wow or 6 Anou. PVC Ok RAIL 211 • PIPE C E " M W i l l 14;NIZ:ln■ TOP R A I L 44 1 , 4. .$ III TOP •• ,. • N I -- FAIN I C BAND • 0' .6 -:. 10.* I --- •s" 11;.,:: N T El Ft I I N 0 11011 • ■■ IN r ■ STRETCHER BAR ''' • / (A4 I , .. NI a • 1 O - 1 CHAIN LINK FABRIC •- • 4), Ilr c, -4114: .■ 411. 4!=• a*. . ■ ...,11, til• 1 ..... ' • 0: .. PVC SANDED BELL fir - - ■ -* --------- *sie - 1 .-1 .■ x )' ,,,, 0 1:• It 0 ' h 1 40 Jolt , _ ./, 4...;if..-, , . 1 . , -:.,........„-„:„...,..,..-,::., ...•....:. ,, F. w,.3, . • • . . : • ...47 11■1‘,4:- • : 4 - -EN II, )' 4 #7 TENSION W IRE I. ‘ At. A"' TRUSS ROD 11 .._ 0, -:,,-.:,.;:-:, li.:,;.:...:,::(:::`1:%:• • / • ::•. KMDISAND 0 • • • ** .14011 a ttl e■ kI• I .1 • Ag •• 4.E4 r A:I.A. 4L. 'qr. Ane•••41.3gr f c STAINLESS MITERNAL ti c.: • • • P a •c9Ale•tilg TRUSS ROD _,__. r') ill 11.1.4..k■N STEEL BAND 0 CONSTRUCT INANNEL ".7//:// 4 /< 2 1" : • : . , Ss /, / //: / /7/P/./ /.. .0'4. 42 /./. /,, /2 /... 2, /Y/ /r r / / /r /2‘/ // ' ' CCNOTETE PPE AND MIPS IN FIELD . > T ., . >, ,:. .. ( : . - • \ ,iri•-::::::::-Tilingitn,,:.,,,:::!.::: INTERCEPT 111 PIPE i 11 1.111 BARBED 'P. ,/,.. SELVAGE ,1 ° >, -1 . :;'• - .:.; .: >\• ...• '), 3 OONCRETE ENCASED ' -0 VA,. BOTTOM CF PM FOR Pus FTPE 3/4 K V 1 '''s .A ,. , <,. ;;.,‘, ,„ 1 . , 1 ? ccs NOTE: CONCRETE ENCASE 01TIRE WYE SECTICN AND el BEND P =SCREW PPE KORNSEAL BOOT EQIE.; 4.„ I 1 2" Or L INSTALL BARBED WIRE STRANDS EXTENDING OUTWARD FROM SITE. o, ...._-. I PRECAST CONCRETE STANDARD CLEAN OUT r' CleanWate; Services MANHOLE BASE Clean Sc VVateri i 8 DRAWING NO. 150 REVISED 02-03 OIL, commitment is dem DRAWING NO. 020-SA , CH A I N L I NK FENCE ,,.. , SCALE: NTS i o - • a / (1- NOTICE AS - S SHEET ' L , _ 0 K I DESIGNED . 3 te i - -----='-- Murraykith&Associates,Inc, IA 111111 4 59853 + t. _ - = --= = = . .. - k1 DKH - 2 _ up DRAWN i • : 04// E • - ,----- Ellgmeers/Planners CITY OF TIG:D} ASR 2 CIVIL DETAILS 3 C- 5 - _ _ . c) rn IF THIS BAR DOES NOT MEASURE I THEN DRAWING IS JLH CHECKED 4 4/0. v Pa 0 - 12( SI Salmon, Suite 900 PHONE 503 v, = 71 \ WELL HOUSE ei 0 . NOT TO SCALE Portland, Oregon 97204 FAX 503-225-90M NO. DATE BY REVISION EXP !RES 6-30-06 .... 1 I I PROJECT NO.: 03-0603.204 I SCALE. . i AS SHOWN DATE. MARCH 2005 8 of 29 . ., . .- , -- , RESERVOIR INLET ROOF SUPPORT, 12 SPL LENGTH AS REQ'D SEE DET I , SHT S -5 • • • • • • • • • • • • 12 HEAT TRACING AND INSULATION ° 90 LONG RADIUS BEND NOT SHOWN FOR CLARITY • • • • • • • • • • • • ••• • • • • • • • • • • •• •• • • • • • 12 LONG RADIUS 90 BEND • • • • • • • • • • • • I 12" SPL, LENGTH AS REQ'D \.4 I INSTALL 2" THK INSULATION • • • • SEE NOTE 6 AND SHT S -5 ���\ I 2" CLASS D FLG (TYP) ON ALL EXPOSED PIPING (TYP), 12" SPL, LENGTH AS REO'D SEE SPECS NOTES: • • • • • • • RE SERVOIR INSIDE SLOPE \ �. , 12" SCH 40 STL PIPE, • • • • • I • . t 0.0061 % SEE NOTES 4 k • • 5 CONTRACTOR :HA�LL :SEC AtiD TN� T'1 " FLEX EXPANSION JOINT RAD I US= 221' -0" APPROX EL= 476.33' FITTING, 1+1. x 1{J WITH id" €XI4AN61 ON EAF+AOI TY _ INSTALL PER I •••• �l INSTALL HEAT TRACING ON HE AT TRACING CONTROL MANUFACTUReR'S ¶NSTRUCI'IONS. r ITTI11G WITH POLYETHYLENE ALL EXPOSED PIPE (TYP), BOX, SEE DET I. THIS SHT LOOSE ENCASEMENT SUCH THAT POTENTIAL EXPANSION /CONTRACTION OF ( RESERVOIR WALL OVERFLOW EL= 474.1' -4--- SEE SPECS AND ELECTRICAL SHTS JOINT I S PROVIDED FOR. PROVIDE 8" MINIMUM BEDDING FOR FITTING. ,,� Z , 12 INSULATED FLG ••• • • • • • • • • • • I 2. INSTALL (�NCRE T�,iRLTST �. B:OCl( AGAINST UNDISTURBED f v Ill SOIL WITH DIMENSIONS 8140VrM R' FM' M 111 M=JM THICKNESS OF 8 ". BLOCK SHALL ENCAS:' VE^i i i a 0 ° • BeeD • SLT�d THAT CONCRETE WILL NOT " `' 4) I l! STL LIMIT ACCESS TO FITTING BOLTS. A NO. 5 REBAR STIRRUP SHALL BE 1 APPROX EL =471' INSTALLED OVER THE BEND AS SHOWN. REBAR SHALL BE INSTALLED PER oi-r:141, ° • " TRENCH BACKFILL too 0 a mp DI ACI. CONCRETE SHALL BE 3000 PSI. • ° CLASS D E SHT C -4 r I i rr�ti`7 „ r�ii`i ii-. . 12 3. ALL JOINTS SHALL BE RESTRAINED. ° k$ 11 p TRENCH BACKFILL > ' ' ' 12” DI SPL, PE s• ° MEGA - FLG ������� . o LENGTH AS REQ' 4. STEEL PIPE FABRICATION SHALL BE PER SPEC I F CATIONS AND COMPLY i ���� D r` I2 ' ° s` WITH ANSI /AWWA C200 AND AWWA M -1 I COMMERCIAL STANDARDS. • 10 MG RESERVOIR WALL » ' W/PRETENS I ON WIRE `;r�;,�.,.,.,.,.,., p �° I2" D I SPL, PE, 12" D I 90 BEND, MJ 5. FOR COATING OF STEEL PIPE AND STEEL PIPE L I NN I NG, SEE c " ^" ` SEE SHT C -2 MH — SPECIFICATIONS. a 30" ��1 r� 6. CONTRACTOR SHALL CORE DRILL AND CUT OPENING FOR INLET PIPING • % S c WHILE RESERVOIR REMAINS IN SERVICE. SEE SPECIFICATIONS. SEE P r I ■ 111 , 111 - SHEET S -5. .4 APIPROX Q EL= 467.3' pa #5 ®12" OC `t '` F I E1D VE R IFY „ II' I E W AY `� 7. DURING NORMAL OPERATION, WATER LEVELS OF RESERVOIR ARE � " ' F ELEVAT N AT 474. BETWEEN T I', CONTRACTOR I ONS SHALL C TO I NATE W I H W NERL I N ' _ 0°%°$'4:1; . ELEVAT ION AT 474. I', CONTRACTOR SHALL COORDINATE WITH OWNER I N . APPROX MIN WATER ---- •: �i�r�r % °r�.��, ' o „ c r � r � r �:: �'� ��w.etiv�ly��'%” ADJUSTING WATER LEVELS PRIOR TO INSTALLING INLET. SURFACE EL= 44I.0', Y r ���irieeePei ,.i0 r r r , SEE NOTE 7 = , z ACI STD, '''' ' % RESERVOIR FOOTING i BEND CONC TB /SUPPORT BLOCK, ENCASE FLEX EXPANSION JT 12' DI SPL, PE EL= 439.14' m W/POLY WRAP (NOT SHOWN LENGTH= 18" 30" SEE NOTE 2 NNNN. "'N 4M" v <A<r....4 <NAY FOR CLAR I TY), SEE NOTE I L RESERVOIR INLET DETAIL 1111 SECTION e SCALE % "= I' -O" SCALE: 3'4 "= I' -0" I 12" SCHD 40 STL PIPE (INSULATION FAB BRACKET BOLTED I� ° ONTO FLANGE AS NOT SHOWN FOR CLARITY) SHOWN, SEE NOTE I 3 x 3 x Y ANGLE BRACE ( ...01 1 w t 1 . r I o I HEAT TRACING U WELL I E ! ; Q - u \ / CABLE HOUSE N ,p. v ! L } l♦ WALL o �� I 12° 15' I. 2 1 - CONDU FINISH GRADE ■ 4 O FINISHED GRADE = H r•-o, - v - -- SLOPE =2. =1 NEMA 4 10" X 8" X 6 HINGED — _ �� . �a+ rteA ENCLOSURE W / PADLOCK PULL I w.,� -® , u � T;�_'�a..ars� .+�Y•+L�. 47c c° � `��� �.:N •��g�',: _ �: c .� o..�- e -4441:1"°-141144.j4-3" + .awl. CATCH BOLTED ONTO FAB \ \ \ �..�x� `u• "` I BRACKET PLATE x 4 )¢" x Y" \, \ \ • ° • 0. \� U NOTE: 12 CLASS D FLG / CL C AC (2 -I I/2` LIFTS) I I' -0 X I' -0" X 3" THK _ J 12" DI 2" 3 4" MINUS ROCK (LEVEL COURSE I COMPACTED SUBGRADE / ( ) I. HEAT TRACING CONTROL BOX BRACKET SHALL BE 3000 PSI CONC CONDUIT FABRICATED FROM Y 4 ° SST PLATE WITH Y4° FILLET WELDS ANCHOR BLOCK 0 8" I -I/2" MINUS ROCK (BASE COURSE) l I 0 2. SEE ELECTRICAL SHTS FOR CONDUIT AND CABLE SCHEDULE `i AND HEAT TRACING DETAILS. HEAT TRACING CONTROL BOX DETAIL 411 SECTION TYP I CAL AC ACCESS ROAD CROSS - SECTION I i M SCALE: 2 "= I' -0" SCALE: 2' = 1 -0 SCALE: NTS 0 o SHEET ■ E NOTKCE ASF = Murray Smith &Assodates Inc. CA _ DESIGNED ��� � i 0� DKH/MBE - _ __ Engineers/Planners 1 TIG/1Rp ASR 2 CIVIL DETAILS - 4 C_ s IF TH U S BAR DOES °� y ! ��` EGO WELL HOUSE �' NoT MEASURE t• JLH y _ 6 = 12 S.A Salmon S uite 900 PHONE 503- 225 -9010 I I i THEN T �SGLE� CHECKED F T'S .Tk — Portland, Oregon 97204 FAX 500- 225 -9022 PROJECT NO.: 03- 0603.204I SCALE: AS SHOWN I DATE MARCH 2005 9 °f 29 NO. DATE BY REVISION ° � I � °X0-06 • . . . . •• •• •• METAL ROOF SYSTEM. 16" VERT • • • • :: • • • • • • � • • • • • .• . • PANELS, SUBM I T COLOR SAMPLES • • • • • 7 • • FOR SELECTION BY OWNER WELL PIAt4P ATCH • •OIRABLE • • • • •• • DOME SKYLIGHT, 70 "x70" MIN SEE SHT A -2 •• • • • • • • • • • li METAL ROOF PANELS, ORIENT \ • • • • • • ... LT= • 12 EXHAST LOWER W /PEGS, SEE EXHAUST LOUVER g SHTS A -3 & M -4 A-3 & , SEE SHTS ••• ••• • • •• •• A -3 k M -4 , , • • ' ,,► • ••• ••• •• • • • • EXHAUST LOUVER =.•�� ��� :����������� ����° ������ Z °�� ��Z�JS �����. �: ���������5������e��. •SAS. /====.111/1111101111/=====”1/1111IMIIMOMINIMMIRMININIIMIIMINIMIIM/IIMMIIM==.1111/1•111/=1•1111•■■■••••• AI W /PEGS, SEE SHTS �������� �=��====��■����E�w■�■■■�■����■■■=�•■=����=���== A -3 & M -4 i �� ��IM� =Malmo ===== w=∎ �w�== =��M����w∎ ••∎w = =�w�w = = = = =w ∎����� ■��w� = = = = = = = = = = =�4 4��O4 Z44�Mww ■ ------------ - C=EIN:1 II - - -- Ell 1 - - -- ________E_ SOLDIER ROW, TYP. 1 � ∎ ∎∎∎••••∎••∎ •••.��� ..�� ∎ ..∎w ..�� ......∎ ...•∎ ∎ ••■■■■.• 1 ■�. - ,��������������������I SUBM I T BRICK COLOR ■ ■_• 11111111 1111111111111111111111111111111 11111111111111111111111111111 111111111111 = 1111111111111111111111111111111111111111 1 SAMPLES FOR . 111111111111111111111111111111111111111 11111111111111111111111111111111111011111 SELECTION BY OWNER =,∎∎∎∎∎∎∎∎..................m∎ ∎ ∎ ....n.......................m,...•∎■=....∎ .... ��.��� ......�� ...� .....��� ......��m.∎� ...•�=.....••. 7- ...... ....∎••••••∎∎∎ ••∎ ∎ ∎ ∎ ••∎ ∎ ∎ •.� ....∎ ∎w ∎ ∎ •...� ..∎ ∎ ∎ ∎ ......m... ■ .... =∎∎∎∎∎∎∎∎∎∎••= ..........∎∎∎∎∎= ,........= ..∎ ∎•■.=∎ =•...-..-.. ∎ ∎ ∎ ./∎ ∎ ∎■■∎ ∎./../././.....”/ // =∎ =MIMIMIMIMIM= = == = ==wow ••∎ ••∎ ••• AC DWY =....... ...�� ......... ..∎ ∎ •.m........�� ....∎ ∎ ∎ ......��� ....∎.• - ,������NN����� /•=������ • �� �� � ��� � � ��w �������■�■���■■�MM����M�M.==������M�=���� AC DWY ��������������■■■■■■■■�■■��■■���������■■ - ,..���■����■■■■■■����= : ....... ”........w..”........∎ ....∎mow ∎ ∎ ∎ •.............c..∎ ∎ ∎•• 4 .. ,,".... , .av V V V V V V V V V V- V V V V V V V V V V V V V V V V V V • V V V V V v v V. V V V V v v V V - N, V V V V v v V V V V VM. y 1 I v v� vv vv� v �a� V'v '�- 'C'V'C \''� \ "T \ " \� '\ "• , -e. y v g i o vw ' •.v. I � tee - • INTAKE LOUVERS I W/FLGS. SEE SHTS A -3 CONC SPLASH BLOCK & M -4 2' -0 LONG • SOUTH ELEVATION EAST ELEVATION SCALE 1/4"=I'-0" SCALE V=1' -0" I OPERABLE DOME SKYLIGHT, • CENTER OVER PUMP, II, SEE SHT M -I 1 1' -6' TYP OF 3 • 0 1 1 i I = - STATIONARY LOUVER W /I 12 SCREEN 1.5 SL UT V ENT FR EE g � A REA MIN T OF 3 I 1 2 12 p Ai OPEN SOFFITS, PAINT ALL v I ________________________ ============ EXPOSED SURFACES FACE BRICK OVER IM��= 1M�O/∎ �MS��MB����� = ”=IMMw� ••••w ∎ ∎ ∎ ∎ ∎ ∎ ••��M/ CMU BLOCK �� ..� . ..r����m ∎ ∎ ∎ ∎ ∎ ∎ ∎ ∎ ∎ ∎ ∎ ∎ ∎ ∎ ∎∎ ∎∎ ∎ ∎ ∎ ∎ ∎∎ ..���o = = = = =��� ∎. M �� M MM�� �����rl MIT= Zell IrIn Irl Al ZZL rInn AwWr��aw�����9 STRUCTURE. SUBMIT ���SSSS�S� ° ?� ��������II ��L��� I ��_5���_�. :S S = ••����5�� = = =�� =������ •• ∎w == = ==A COLOR SAMPLES FOR .����. .�������������������������_ .�.. . ■�. _���������. • /•����� =� ■■■■■= = =���� =w�• .MM/MMEI■ SELECTION BY OWNER M11•11 ■�� ���r - - ���r ....w M 1 111111111111111111111111111111111111111111111111111111 11111 111111 11111111111111111111 1 I 11111111111111111 1II 111 1111111111111 . �ENIM�. •. ••••■■���� =MI���� = = =�������� =• . ■•• ■•ten u�������M• 11•1111•11•111====.11•• . •Ia�■ .. —■ . - - - - ..■ . •. ..��• . �MI� =w��� =� ∎ •• ∎������� =����.1 ••=111 .� AC DWY AC DWY „ ., � vn�w.ra� ��. .�����. I ��. •••••I ����MIONM /E.,IM� ••w� n� � IM� ∎mow o, "��� w�=�����M����■=���M��yw. • \a ∎M ∎M���� =" a .www ..w Ir7, v .: .. .... : .. ..... %::% . . .. ... - . -. .. - i' 6 ae,_. - _ .. .. . -.. -. . .� .. V V V V V V ♦ V V ♦ v♦c v 4 a INTAKE LOUVERS W/ o M 4 SEE SHTS A -3 & CONC SPLASH BLOCK 1 NO RTH ELEVATION WEST ELEVAT I ON 2' - 0" LONG O N SCALE: 1 1/4"=1'-0" SCALE '' "=I' -0" M O LCD 11! O I M 0 i A S ` �F9 NROf� SHEET NOTICE 5 _ M Smith&Assndates Inc. ili x l BUILDING SECT CV o DESIGNE fr � ti — p j — 1" RAW — v = _ _ i ;n g m e errs �Planners anroFT1� ASR 2 AND ELEVATIONS A— o D co IF THIS BAR DOES DRAWN ,• . �+ t NOT M E A SURE 1 • ' LH 9 y ;� s� - 12 S i. Salmau Suite 900 PHONE 503-225-9010 OREGON WELL HOUSE i /407 TO WANING � ED 9 ` w s z �� �� — — — Portland, Oregon 97204 FAX 503- 225 -9922 c • NO. DATE BY REVISION EDP IRES 6 - 30 - 06 PROJECT NO.: 03- 0603.204 I SCALE: AS SHOWN I DATE: MARCH 2005 I D of 29 • 4 • •e •• •• • • • • • • • •• • • • • • © SUPPORT ARM ON EACH SIDE • • • • •• • • • . • • STYROFOAM INSULATION BAFFLE 9 OF DOME ON UP SIDE • •� �' e • • • 1-7 METAL ROOF SYSTEM lir I OVER 30# FELT ON • ROOF SHEATHING , •• ••• e •.. ••. ••• • 2 ° x6" ROOF TRUSS • • MFG HRTCM • R -38 INSULATION ,, ' © ° • ° R OF�Cl� ' � CUR i i ALTERNATE VENTED & � v • • • • • • • • • SOLID 2 "x6 BLOCKING E , � SEAL CIA GU DRIP EDGE S � A - 2 " x6" PLASTIC CLIMBER RESISTANT, CEILING W/ENAMEL ` PAINT OVER I PERM RATED.. VAPOR BARRIER, TYP II 2 "x4" DOWNSPOUT 1 I El li GYB BD AIR GAP al MIN CLR I. • rhiloo. B RICK TIES ®2' -0 it SQUARE GRID (TYP) \\\\ \_2 x 4 0 I6' DOUBLE 2 x 10 FRAME FACE BRICK (3C =8 ") 2 • W /GYP BD SIDE OF HATCH OPENING 2Y4'x3I "x7)z" -SEAL : �-,,,� I E to ■ 8 CONC BLOCK- - - FINISH PER SCHEDULE SKYLIGHT CURB FLASHING 0 SCALE: 3" = I' -0" M 4 A • � � 34' x 14 ° 3 x 14" • 2.0E HDR 2.0E HDR M i I ■ SKYLIGHT DETAIL i p TOP OF CONC SLAB SCALE: i'4.' = I' -0" MFG HATCH I• &CURB MI Ill l I: MFG HATCH AND CURB SLP GROUT UNDER MEMBRANE S' FLASHING TO DRAIN c VOID BOTTOM I' OF EVERY 3RD VERT JOINT TO WEEP DOWN S DE HINGE ON FLASH °% TO AC DWY ON NORTH CONC / ANCHOR CURB TO FRAME SPLASH BLOCK ON SOUTH FLASH ROOFING 7 N GRADE \ ` ANCHOR CURB TO FRAME 'PPP"- / n - \ NOTE: ALL HOLLOW EXTERIOR AND INTERIOR CMU WALL SEAL CAVITIES SHALL BE FILLED WITH MASONRY FLOWABLE _ \�=, GYB BD N INSULATION. TYPICAL WALL SECTION \ \ �y e SCALE: 9'a" = I' -O" L I AME SIDE OF HATCH OPENING I , CC i o FRME 1 0 0 F o HATCH OPENING N I SKYLIGHT CURB FLASHING AT BASE 0 SKYLIGHT CURB FLASHING AT END 0 I SCALE: 3" = I' -0" ' SCALE: 3" = I -0 " o " ��� SHEET 0 NOTICE AS P E(/ r i � 5� 011.4 / Mur1 UullldlEssociatesIn , 0 O 1 , I D ESIGNED / 0 44 -, - e I _ l ' /� I� / � ° ) ASR 2 o aid r // _ ��' � • _ = Etigine� rs/Pla�n�rs gTyD i1G RD ARCHITECTURAL DETAILS - 1 A -2 0 IF 11 THIS JLH 9 lt t gm_ e ms_ - 121 s� Salmon, So 900 P HONE 503 -22 -9910 OREG WELL HOUSE i MEN TD DRAWING 9F wszA ° — Portland, O regon 97204 FL! 593- 225 -9072 \ \\ // I I of 29 c a NO. DATE BY REVISION DTIRES s -30-06 PROJECT NO.: 03- 0603.204 I SCALE: AS SHOWN I DAB MARCH 2005 at , ` • •• ••• ••• • • • • • • •. ' • . , ..• . , : , ' . EXT - - A I N T ' , EXT _ INT ° x 6° ANCHOR BOLT DOOR S C H E O Z I L � ' •• •• • • • • • • • • • • • MEMBRANE FLASHING j , ° x 6° ANCHOR BOLT ® 2' -0" O.C. 2 FLASH TO 2 HGT DOOR L C I N ' S I N�LE✓DOUBL� • W I DD DOOR. OPENING , VOID 2 HGT 0 EVERY �;i WEEPS IN VERT JTS ° a d• 0 EVERY 3RD JT ° D201 DOUBLE 3' -2" 6' -8" X 7' -4" 3RD JT TO WEEP ' ° �� � J /� I EXTERIOR 4 • • • • • • • • • SEAL JT 7 // /O/ //4 • ....i , • • • • • • � ':o///// G•c�� SEALANT - �; J. D202 ::: • • • • i:: 4-0" X 7' - c - i • 6' -8 X 7 ' - D203 F.F�.i • • DOUBLG / ���������" �� ROD & CAULK } , _. _ 3 /ROD & SEALANT 3" J I 8 D204 INTERIOR SINGLE 3' -O" 3' -4" X 7' -4 lIl 7 x 4 x% GALV L JJJ 8 4 \ 4" `° 7 x 4 x L ALL DOORS 7' -d" VI GA • • • • • • • GALV FRAME- GALV PAINT lippirigq11111 ALL DOOR FRAMES* 2" WTDE : • • • • • • • • • GROUT SOLID �1 BACK PAINT W/ ALL DOOR HEADS �" H HII • BITUMEN (TYP) • • • • • GR SOLE D �/ ` g , UY - \ ' AS LO SPEC ER I TYP F I ED � I/ � � / \, DOOR HEAD DOOR HEAD LOUVER HEAD SCALE: 3 ° = I' -0 SCALE 3 "= I' -0 SCALE 3 ° = I' -0" g: EXT INT EXT INT a a_ PROVIDE MIN II a .4 ONE DRILLED INSERT STYLE RETURN BRICK TO J , d NCHOR BOLT • • 4 • • EVERY 24" RETURN BRICK TO / Ari : r 1 ; d L L ° I - /Z ° FLG -�_ °"" . r ROD & SEALANT -_� ROD & CAULK 01: MIN 3 ANCHORS VARIES MIN 3 ANCHORS PER JAMB CAULK SEE DOOR PER JAMB DOOR S('a-IEDULE SCHEDULE GALV FRAME- GALV FRAME - GROUT SOLID l GROUT SOL —v\---- \, DOOR JAMB DOOR JAMB LOUVER JAMB SCALE 3 " =1' -0 SCALE 3 ° =I' -0 SCALE 3 ° =1' -O" 1 1' •► I •1•i © EXT INT NTS v 11111111111111 ROD & CAULK (TYP) EXT INT i-1/2° FLG Il u METAL DOOR ROD & SEALANT EXTENDED RAIN DRIP (2Vz ) SEAL JOINT Vz UM 8, u.,-- I THRESHOLD NORMAN BRICK il e_ Q FILL VOID W/ SEALANT FLASH UNDER SILL & WEEP EVERY 3RD JT HILTI % °x3 .6" AHR W/HFA INSERT (2) v I ,,, THRESHOLD LOUVER 0 SCALE 3 "= I' -0° SCALE 3 " =1' -0 • i . c' 1 :3• EXTERIOR DOOR e • VP o SHEET 1 1n / O NO i DESIGNED � � E`� r ; 47 _ = MarraySmith&Assodates A. AS i HCM ...±:„ ��'€' � — t ASR 2 ARCHITECTURAL DETAILS - 2 I € = Engineers/Planners � TM D WELL HOUSE A -3 o DRAWN A /// , — j IF NOT DRAWING S 1 JLH - y �f _ _ . 6 . G r e C _ _ 121 5.i. Salmon, Suite 900 PHONE 50; - ?75 -90 o N ro YES CHECKED $e wsz y t Portland, Oregon 97204 FAX 503- 225 -9022 • .-- 12 of 29 NO. DATE BY REVISION EXPIRES t1-30-08 PROJECT NO.: 0 3- 0603.204 I S CALE: AS SHOWN I DATE: MARCH 2005 i . , FOOTING PROJECTION SEE COLUMN FOR BRICK FASCIA • • • • • • • 9 • • • • • TRUSS, SCHEDULE . DETAILS t • • • • • • MARK DESCRIPTION - SEE ARCHITECTURAL • • • • • • DRAWINGS AND DETAIL D • • • • • • • • - • • • • • • • • • T1 LONG INTERRUPTED TRUSS AT HATCH • • • • • • • • • • • • • • • MANUFACTURED 9 • • • • • • • • • AWNING TRUSSES T2 SHORT INTERRUPTED TRUSS AT HATCH _ ' 13' -4 S T3 . CARRIER TRUSS 7.-7" I 1 0' -0 / - T4 CARRIER TRUSS T5 TYPICAL TRUSS ,./ T & T4 REA CTIONS • • • • • • • • -5- 3'_0• • • • • - • • • � • • 3 . 4 • • 7 ts. r_____ ,. ., _ 7. 7y B'_8• -+ • 6 ' -8 ' i • 20' -0` • • • • 4 0 • • L J • • • � r / / / / / / / / / / / / / / / / / / /// %////////////////////// / / r 18 •_ 6 • ••. ••• , • •• • I - • • r p T2 T2 T2 tx 4 _6" • • • • • • ix.! • • • i u 5 - 10 • SQUARE . d HATCH PER • i • • • • • • • 8 N H SPECIFICATIONS 0 ` / M L "��• �. 7 4x6 DEL /2 < l O � = Tti I EQUIPMENT PAD TRENCH DfwNp� p�plL PER DETAIL t i I PER DETAIL 1z PER DETAIL s ♦ 1%! e V T5 T5 1 / 4 7. _2• 2 26.-0- 8• F OR2SLAB INTERIOR WALL /0 TRENCH DRAIN 1 z CENTER PE R DETAAIL L ® 1Z T1 T1 T1 / T IS I i tt 1 re A re r - - C -8 ` $ B -B" 16' -0 1% Q 0 CMU BELOW © SA T CEILING •JOISTS lam, Imp vs, 1 3. -4" 0 , I L L LL - —� . % 7 J 1' -6' 42' -B- -. - � SLAB ON GRADE 7" TO HAVE CONTROL 43' -10' JOINTS PER 43' -10 _6• 1' -6" FLOOR AND FOUNDATION PLAN FOOTING �K PROJECTION ROOF PLAN 9 SCALE: 1 / + = 1.-D" - II FOR SCALE: 1/4" - 1' -0 g - C N Rat STUC1iIRAI NOTES: DFSU;N LOADS' PER 2003 IBC 1. CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI IN 28 DAYS. ALL CONCRETE SHALL CONTAIN 5R (A) 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 1/2" 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 13 AND SMALLER TIES MID STIRRUPS. 160.3.1.4 - WINO DESIGN CRITERIA: DETAIL AND PLACE ACCORDING TO ACT MANUAL SP -66. UNLESS OTHERWISE NOTED, MINIMUM COVER SHALL BE 1 1/2 FOR 15 MID BASIC WEND SPEED (3- SECOND GUST) - ..... _....- ....... 100 MPH SMALLER BARS, 2• FOR /6 AND LARGER BARS AND 3 WHEN POURED AGAINST EARTH. UNLESS OTHERWISE NOTED. BEND ALL HORIZONTAL WIND IMPORTANCE FACTOR, L ... ........... --- ...... 1.18. CATEGORY W REINFORCING A MINIMUM OF 2' -0• AT CORNERS AND WALL INTERSECTIONS. WIND EXPOSURE _.,........._...- ............- EXPOSURE B s INTERNAL PRESSURE COEFFICIENT SIMPLIFIED METHOD PER IBC, 1600.6 3. CONCRETE MASONRY UNITS SHIN. BE MEDILAI 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 EXCEEDING WALL ELEMENTS (Awe = 48 ft2) _ 18.54/ -23.60 PSF FOUR (4) FEET, CLEAN OUTS SHALL BE PROVIDED AT THE BOTTOM OF EACH CELL. GROUT LIFTS EXCEEDING EIGHT (8) FEET REQUIRE OVERHANG FIEMENTS (,gyp 10 ftl) NA/ -35.07 PSF SPECIAL INSPECTION. OVERHANG ELEMENTS (Ana _ 10 ft2) _._.— 18.88/-24.1 4 PSF 4. STRUCTURAL LUMBER SHALL BE DOUGLAS RR CONFORMING TO WWPA GRADING RULES. MINIMUM GRADES ARE STRUCTURAL JOISTS & PLANKS - 02; BEAMS & STRINGERS - #1; POSTS & TIMBERS - I{t. CONNECTION HARDWARE IS BY THE SIMPSON COMPANY OF SAN 1603.1.5 - EARTHQUAKE DESIGN CRITERIA: IE NDRO. CA ALL STEEL CONNECTORS SHALL BE GALVANIZED OR BY SOME METHOD MADE CORROSION RESISTANT. UNLESS OTHERWISE SEISMIC IMPORTANCE FACTOR t _....- 1.5. CATEGORY IV SEISMIC USE GROUP GROUP III INDICATED. SEISMIC ACCELERATION. S, 1.053 g 5. PRESSURE TREATED LUMBER SHALL CONFORM TO THE AWPA. AU. LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED SPECTRAL ACCELERATION, SI ._._ 0.37 g WITH ACZA TO A MINIMUM RETENTION OF 0.25 POUNDS PER CUBIC FOOT BY ASSAY. SITE CUSS --- ....- ....._......._..- ....._. SITE CLASS, D 4 SPECTRAL RESPONSE COEFFICIENT. Sus _....._.. .... _..... 0.757 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 SPECTRAL RESPONSE COEFFICIENT, Sot ""' - 0.409 g ROOF. WALL AND FLOOR SHEATHING. PARTICLEBOARD IS NOT PERMITTED. MINIMUM NAILING IS 8d COMMON NAILS SPACED 6• AT PANEL SEISMIC DESIGN CATEGORY _ CATEGORY D EDGES AND 12• IN THE FIELD. ALL NAILS ARE COMMON NAILS. BLOCKING IS REQUIRED AT PANEL JOINTS. SEISMIC-FORCE RESISTING SYSTEMS) LIGHT FRAME. SPECIAL REINFORCED MASONRY SHEAR WALLS 7. MANUFACTURED ROOF TRUSSES SHALL BE PLACED AS SHOWN IN THE ROOF PLAN AND SHALL HAVE 2x6 TOP CHORDS. THEY SHALL BE DESIGN BASE SHEAR 13.9 KIPS DESIGNED FOR SPECIFIED ROOF LOADS. STRUCTURAL CALCULATIONS SHALL BE SEALED BY A OREGON LICENSED PROFESSIONAL ENGINEER AND SEISMIC RESPONSE COFFFlCIENT(S), Cs 0.208, WORKING STRESS SUBMITTED TO THE ENGINEER FOR APPROVAL RESPONSE MODIFICATION FACTOR(S), R ...._._..._........ 5.5 ANALYSTS PROCEDURE ._.....» GENERAL PROCEDURE, PER IBC, SECTION 1615.1 :. SE Eng 4 8. STRUCTURAL STEEL SHALL CONFORM TO ASTM B A53. GRADE B FOR PIPE SECTIONS, ASTN A500, GRADE FOR TUBE SECTIONS AND ASTM A36 FOR OTHER STRUCTURAL SHAPES, WELD ACCORDING TO CURRENT AWS STANDARDS WITH E70XX ELECTRODES, ALL STEEL SHALL BE HALF / � HOT-DIP GALVANIZED. 51 M , Peterson Shushan! Inset. Ina 9. GEOTECHNICAL REPORT WAS PREPARED BY GEOTECHNICAL RESOURCES, INC. OF PORTLAND, OREGON, DATED OCTOBER 25, 2004. THE ' 5319 S.W. Westgate Dr Su s, 215 CONTRACTOR SFl W BE FAMILIAR WITH THIS REPORT AND THE RECOMMENDATIONS CONTAINED WITHIN. Porlaid Oregon 97221 (503) 292 -1635 03/29/05 NOT ICE QED � =Z: � ' {rryQ,� sso d'� {� Tn/. ROOF AND FOUNDATION SHEET }sue 0 }4 I DESIGNE ^/ c . w, 1.1 . C � , C � — LL �WMltliL sougW �® DRAWN _ _ ° =' — II� • I :'� PLAN VIEWS S - 1 CQYOFT ASR 2 WELL HOU IF THIS BAR DOES °, °O°1 Qj = ' c ' 4 . NOT MEASURE I' EWBP �' I s. = C MIL Saha, Suite WO POE 5 - -SO(O • THEN DRAWING IS CHECKED �ELIAN Pt • , � -• c' � C �, NOT TO SCALE Portland, Oregon MN tr 5IX{_ 9O 13 of 29 MOON . NO. DATE BY REVISION lo�r 12/31/06 � PROJECT NO.: 03- 0603.204 I SCALE: AS SHOWN I DATE: MARCH 2005 ` _ . . • . . • •• •• •• • • • • • • ••• • • • •• • • • • • • • • • • • • • • • • • • s'- tO�sQUARf : • • • •• SEE SHEETS ( HATCH. $ , j I ; j 1 - 6 • • • • e• • • • SIDE WALL TOP CON NI j PER CONNECTION 1' -6' END WALL TOP e +� • �I • • • • • • • • I CONNECTION 1 1 j j i I I PER DETAIL e / I • ■ DETA s 9' -0" _ I � ! • • • C�01d RER®i LI ' J lit 2x6024" L! ® C PUMP 4'.' J • • • • CE6 • I ,,,,, LEDGER PER DETAIL a 2x6024• INSULATED FIRE RATED UNTi1© I- ='�:: COLUMN ER • DLTDETAIL* ■ OET ® CEILING • • ■ ACCESS PANEL W DETAIL • • BABCOCK -DAMS `;: JOIST : L` I. ' 1 B—n SERIES ;. • • 11 in 12 ■ 6 _ ■ 32'x32 B ' FLOOR SLAB =•: d J El DETAIL s • ■ w �SOt2' / E.W. : 111 12' - 0" • ® 111 7' _ 6 . • LEDGER PER CE NTER TRENCH 9' -4" B" FLOOR SLAB • DETAIL a PERe 7 -4' _! • w/ #5 E • • • LI 12" EW. 7.-6' • DETAIL* • ■ D ETAIL 6 _ ■ • • it L • Li F.F. EL 474.00' :' :. rr 26' -0" rr L) L'J ® � •�•� „ I •, ...� 16.-0" FF. El. 474.00 - r r 7 2 ...w.e -. II 10 " 'hi`,71, ".acres• �"'S . �y �T NOM - "r'` f "�.� -' id ue �Pyr 1-. % SLAB ON GRADE 1 26•_7+ TO HAVE CONTROL 6' -B" 18' -3" DETAIL 17' -3" JOINTS PER AC, 27' -2" I . 43 -10" SECTION oETAUe SECTION SCALE: 1/4' = 1 ® SCALE 1 /{" - t' -0' SIMPSON HUS46TF HANGER. ALL MANUFACTURER'S PER INST PER S. AWNING BEAM 4x6 DFL e2 -1 151¢• SQUARE f-- INSTALL MOUNT AWNING BEAMS ' I 2x6 P.T. LEDGER USING SIMPSON ABE46R 1 x49 4x8 DfL (f2 I ' — ^ 36 "o A.B. 2x6024" o.o. AWNING BEAM ��� r/ SIMPSON 4 1/4" < m BASES w/ ROTA z7 . C x COURSES 90' BRICKS / U28 HANGERS � ROTATE � � ALT. )f "o THREADED ROD IAN- IIN e• / I�i 024" r/ HIL11 HT-150 - - ADHESIVE .1. se : (4)0 VERTS w/ m a. #3 TIES 0 12' COI LIMN SFCTION _ J_ — ii .. 3MIN4" • : : r _- r • I .. I r L_- 15'-Yi SQUARE • • = COLUMN (P(P,) - {3 TIES O 12" -' GROUTED BOND BEAM �^/ -1- . -. ili 9 -4 El:: -� - PER DETAIL = we w - GROUTED • BOND . r . �. - °- It 3 "x4 "x3fe BEAM PER e 7'-6" 1 (4)15 VERTS w/ : TO F.F. BRICK FASCIA ARCHITECTURAL 1 /3 TIES O 12" III"; 1_ is a i � _ j DRAWINGS i1RAL it . = . 5" CONC. SLAB (4)05x „I VERT. 1 M IN. • FINISH se . i W/#4016 E.W. 04. 0 -7 GRADE 4 'v�ir r` w, r r NI S -:M % `;;;r;:° "�, _6• a / /i /�i / /i /i�/ \ - /: AWNING BEAM TO CMU WALL 6 � • � �� / r� i � �i A ,„ 4�/ LEDG TO CMU WALL CONNECTION I • r� /. . . : / SCALE: 3" _ ,'_p" SCALE: 3" = 1' -0' DET AJLe2 2 0" SQUAR BRICK COLUMN SECTION ` - 3- CLFL SCALE: 1/2' - 1' -0' I- 2' -0" SQUARE nms (345 EACH WAY � "' COLUMN FOOTING DETAIL HALF I s1 2E 5319 on S r atur nngi Seers. ae. SCALE: 1" - 1'-0" �u r ✓ Fergana, Oregon 91221 (503) 292 -1635 03/29/05 I NOT ICE ■ qq�r, ,,,k� q A i,, i-je. SHEET MWP 0 I DESIGNED n - ,; E L_: -. MUrraySME &SSOCi2teS,IllG ""`�"!�1 SECTIONS AND DETAILS k■ii!!!INiil IMP RAW i _ ,,gile r„ /Pl . IF THIS BAR DOES DRAWN a' �P`Il'ft''2'',1_�rj�j�[5 CITYOFTIOARD ASR 2 WELL HOUSE S - 2 It NET DR 1 • EwBP 5 � : e ' = ' 121 Sf. Salmon, Suite 900 Nogg 503 -22`i -9010 ORSOON NOT TO WSCALE s CHECKED ��(/AM •-- - - Portland, °nun 97201 FAX 503-225-9022 NO. DATE BY REVISION I— 12/31/061 1 4 of 29 PROJECT NO.: 03 -0603.204 I SCALE: AS SHOWN I DATE: MARCH 2005 Ill . . EXTEND UMEI. MID BOND . SAID GROUT - • • • • • Q61U•NOiES•• • • • • • ., BEAN REINFORCING 40 BAR (2) #4 IN BOND LINTEL DI a . .NS • • • • • •1. 'ROW ALL C!#.I•S•CONTAINI•t G'•RONFORCEMENT, ANCHOR IAMETERS PAST WALL OPENING BEAM 0 WALL TOP PER DETAIL • • • • •' 90l • OR OTHER 4 ONT. J ES ITEMS. (24 MIN. TYPJ MI • • • I 2. ROOR ALL RIENIlbFICING THE CANNOT BE EXTENDED. vFRT1PAI RFINFDRCIN0- EXTEND 40 BAR DIAMETERS 3. TYPICAL REINFORCING IS SH�WTN. REFER T1] DETAILS FOR I� /�uromneam /►re /.I A' /I'7WI TNT, k co. WADS - OR PROVIDE 160' HOOK SPECIFIC OR ADDITIONAL j J[ iF I „„ EAH FACE / • • • • • N • • I / • e • • • 4• •AIL REINFORiNG•4 MINIMUM OF 40 8AR DIAMETERS. 2,„.• I / / % N• I /�/ / / / / / • • • • • • • i • • • Ili / BOND BEAM REINFO • • • • • • • • • • o I� fl I�I /��/, . .�i / I / (2)14 TP % % PER DETAIL ••• • • • • • ► %�� %%9996/./00/∎ .4i�� =l% / 0 I i % MI o J I/ I�f/ I i i �� ����� MAX I i, ' FIRST C . STMT AT_ ... /./ J.L.4 %I lila! ,� �� . Nr. �� I % iii 7 MI FiR cku PA FR JAMB ••• • % I r i " I / I r / r / vERTICU• RE1M0 • • • • • • II /I I/ /1 II / I/ TYPICAL BOND 86U1 / / PER II l � loo /I // 1( I/ / , / / PER DETAIL % - % y i0 HILT KB11 %'��'�% • ••• ••• •• • • / t / / GROUTED CELL / / /% o1# % t% SOLID 0 12 o.c. EMBED 2 /. .. • • • • • • I / , I / I /i✓<lliiii � iiiiJ l / 3' / e ,/ % / .I /�.�ram! %f /�/ / / / / / % FM SOLID GROUT ALL WALLS MAX. 0 (• / trail �.I %�1�.� %�[ .N.iGm- ii +i %% �� 4, � , 9999 ► viii ;�� / i - • -•-- � BRICK FASCIA PER / ►.� I /0/'3' /� r I I I // I r I FROM W OU BASE TD 24 � iiuif / iiui � - . r r rirr - I�/■r � . ABOVE FOUNDATION. % / / / /; D TECRAL I / I` I I ` i / (2 >/4 BGTTOU }- •I T i__ a . _I i �� I CORNER BA f ox E.F. RMANGS A l� l j 0/ . / /I / //� j /I ) Wow /' ..V / /LV / /I:I/ IKOZIAlt 'i7I' 4'. .J/22 L7x4x4` ANGLE AT EACH BOND BEAM 2 INSTALL REINFORCING TYPICAL CMU CORNER DETAIL AT SIDES w OPENINGS HOOKED DOWELS TO MATCH TYPICAL CMU LINTEL DETAIL el FULL VERTICAL WALL REINFORCING SCALE: 1" 1' -0 PER DETAL ®6 BOTTOM OF OPENING SIZE & SPACING. UINIMIIA SCALE 1" 1'-0" 6" HORIZONTAL HOOK. TYPICAL CMU WALL SECTION (e) 1 SCALE: NTS SAWCUT OR PREMOLD CONTROL JOINT ON MAXIMUM 10' - SQUARE GRID I I I iolf BOND BEAM REINFORCING VERTICAL REINFORCING -7 %9999 PER DETAIL e #5 VERTICAL PER a It 1 1/2" anailaafflanall rill 99 EACH FACE ��� • • J!L 999,•99 /r 99999 i % /4048" E.F. 6. III #5 VERTICAL /. /_r�. xA"sr_ ii IA t x0 EACH FACE / , / / /Sr< �/ A . /iii % HARP SLAB REINFORCING TO EACH SIDE k!b / / 1 1/Z CLEAR UNDER JOINT a • OF INTERTION VER ICAL REINFORCING I PER i BOND BEAM REIFORCING BOND BEAM UNIT /ia/ PER DETAIL a / - _ L e � .. Z, /....4 -4r w#9#M n. /V�'/.1=0 r.....'/ %r-, CONTROL JOINT DETAIL • .mig.:4 s ;ii%I "sizi.'s a %IL" TYPICAL BOND BEAM DETAIL ' " "' -0 ' .$7"'IP�ZlP1 'u'�.�%A'�,.� 7/.�Ar"'"A A0/.T 1 4 L . TYPICAL JAMB OR END OF WALL DETAIL ® 5 I ` -o CORNER BARS #4x 2-o EL SCALE 1" 1' -0' AT EACH BOND BEAM s TYPICAL CMU INTERSECTION DETAIL SCALE: 1" a 1' -0" WELDED MARE FABRIC TYPICAL WALL EQU PAD CENTER IN PAO REINFORCING LENGTH AS REVD 11 1. _L__-_ FLDOR SLAB PIPE PENE,RATON �_I_.._1►_'■ 4. MM IWNII II IIR TINI MIIIIII IMEMENN AIIII M \ ■ ■ �+ (4) fly D EACH FACE i 4 .. 0 , .' . ,'�,� EXTEN 1' -0 PA5 , . s , - OPENIN 1 1/2" CI.R. ME rAMIPA (TIP.) 118 /iii i as. /4x0 -6" DOWELS ON 1' -6" SQUARE GRID. INSTALL W/ _ H ILT HY -150 ADHESNE EMBED 4" �� HALF EQUIPMENT PAD DETAIL Q SIZE num 1 ((G U N N. LENGTH �7 �9 P. Sfroc al EngImaa. Inc. ADDITIONAL HORIZ & VERT. PENETRATION DETAIL a SCALE: 1 • .. ' -0" LL��y! I I 5319 S.W. g t. Dr.. SuH+ 215 45 TO MAIN REINFORCING F 7 SCALE: 1" ■ 1' -0" (503) 292 -1635 03/29/05 _ ��lQ� }p� 1�/� w� wui SHEET II = — NOT 1419P \ — �lu1q�ULlIY1�W7JV1IiL1W lliln clv�u wA�..�. /'v�� ° N , DESIGNED '- J , -. ; � ; ' '.. ) . e7 9 tlu r ufv'•` ®G TAILS S — 3 ■ - . — r� RWP � • a_ —_= E1� nnerS CgiYOF1g ASR 2 WELL HOUSE DRAWN E' � • -- .. IF THIS BAR DOES ° �� NG: � 0.- E NOT MEASURE I• EWBP ( f . k . 4 `'.. 1` _ Y ' = r e • _ 121 Si. Salm, Suite 900 PHOHg 509- E�' -soto 15 of 29 TT NOT TO SC DRAWING IS q p�D GUAM - Portland, Oregon 51294 [,4j 502,-Z5-9022 PROJECT NO.: OJ- 0603.204 !SCALE: AS SHOWN' DATE: MARCH 2005 1 NOT TO SCALE ppygs 12/31/061 NO. DATE BY REVISION I . . .• •• •• • • • • ; FcKT1c$o . • • • . • . . . • " ` ' • BL OCKING • • • • • • • • .I ROOF SHEATHING: TRUSSES O 24" o.c. CM • U W • • • W/ 2x6 TOP CHORD BLOCKING ROOF SHEATHING PER DET.15 • • • • • • •• • ARE III 15/32' COX w/ Bd NAILS • • • • • �ARID 04' BOUNDARY. 0 6' PANEL 04 B COX r'. Bd NAILS EDGES AND 012' IN THE FIELD. BOUNDARY 04 WNDARY. 0 8' PANEL 6 REQUIRED 2x6 OUTRIGGER 024' NAILS GABLED EDGES AND 012' W THE FELD. BRICK FASCIA PER BLOCKING ENDWALL BLOCKING IS REQUIRED • el • '7 • • *ARCHITECTURAL 12 TRUSS • • • . • • • • • DRAWINGS • • BOUNDARY : r- \ • • • • • • • • • NAILS • • • • Qi • • • • • P H10 TRUSS • I CUPS O 24" o.c. A �„ j �� • I J. ! � 1 I I -- 1' -6' • • ••••• • -- ... • •• f5 x I 048' • N CONNECT END {50 E . W . • • • .... , a ^ :. E71INVA J SHCATHINE U26 GER MANUFACTURED 24' o.c. ROOF CENTER •M IN. • • • • • . • • • OF O Oe �`��2� !! IS/32' CDX w/ 8d NAILS w/ L /- TRUSSES w/ 2x6 TOP • • • • •• " - - -- 0 PAN O 24 o.c. • • • -: , FINISH GRADE f ._ .............._.......... _......... _....._.- ......._._..........-- 6' EL EDGES AND r j ; 012 " IN THE Rao D 1 GYP BOARD B LOCKtNC 1 d .. BLACKING O 24• CEILING v/ g• , �® \ �� \ \ �� \ \ � 0 ��� ` ���� i II: --- ENANEL PAINT A35 O 24' . ' ee ,. _ I O\\i \: \ \p \\ III BOUNDA • - IV wins a ii�iiiiiii \ \��\� • 'i'v'v'r�ri�i rov I• 1.--6" - -- - � I�IYI .4 1 �) \'0604 \\�j�QG����j�0 � >i \\ 45' d ' . . . • ► 5/13 AB. 4548" ' I (2)2x8 P.T. TOP PLATE • so_ . _u • BRICK FASCIA P � ' ER III — — �► - BOUNDARYf PER pRA E GEOTT= CHNICAL Mpi BOUN - NAIS 46 G BOARD REPORT CLR. (4) f5 ii• CMU SIDE WALL . I lla - - --- h74AMEL AINT 1' -6' CONTINUOUS 5 /8's A9 048• ■ CMU SIDE WALL TOP DETAIL a ' (2)2x8 P.T. TOP PLATE EXTERIOR WALL FOUNDATION DETAIL SCALE: 1' 1 -0" BRICK FASCIA PER all ARCHITECTURAL • SCALE: 1' - 1'-0" DRAWINGS . CMU END WALL ii CMU END WALL TOP DETAIL ,p SCALE: 1 • - 1 • -Q" TRENCH 1-0 t-0 DRAIN IN AN ANO GRATE #5X 1 � 012 • µ5O12' E.W. SPECIFICATIONS 1 -t CENTER 4 \I„ FLOOR SLAB J /JS x 048' CENTER Ell ® 1-0 1-0 SIMPSON HTC 111 f3 x 74 048" CENTER • • -- /Sx 4�_J.' 012 TRUSS CUP O 24" o.c. .ilif iliffil .. a. - •; 2 -3 0-6 v�i�i�giii�i'�iyi' - 3x8 TOP PLATE • \\JQOQ\\Q4 II \ G \\ �i p ii�r \\ ii � \ ��� ' , 6 " x8 ' TRENCH 2' -0' �� N s... . , DRAIN AND GRATE BLOCKING OR MIN. II - PER SPECIFICATIONS TRUSSES 0 24' _ _ SUBGRADE PREPARATION 3• 8' FLOOR SLAB T � ()5012" E.W. � 1 -0 111 PER THE cEOTECHI�aL aR. I f5o1z• Ew. 2. -0. w/ (5012' LW. VI , Li f5 x , -2/s 012" s REP 1 • - �I (2) is CENTER MIN. CENTER r I -( 1 /2" 36• M0/ 8d NAILS MI 1 CLR. L� � w/ 8d NAILS , . . • • TRENCH DRAIN DETAIL 5 /e AB. 04e y � SCALE: I - r -o � • 3' `�l�► t 4 V �� valor . U 3. • �i . 1 \ / / \ <\ \/ . • \ \ \ \ CMU WALL 1 -6 (2)15 CONTINUOUS III 1/1 i ii / '' . TYP. INT. CMU WALL FOUNDATION • • SUBGRADE PREPARATION \ \ \� � \ \�\ \� \ � PER THE GEOTECHNCAL 2 -5 (3) f5 SCALE: 1 1' -0" REPORT CONTINUOUS TYP. INTERIOR CMU WALL TOP SCALE: 1 - 1 -0 ._. , ..,:p_ss INTERIOR WALL AND TRENCH DRAIN DETAIL © . HALF ; • ' " ® s l zf SCALE: 1 - V -0 III Peterson Struct,rd uglnw*. Mo. j am•-✓ 5319 S.W. We t•at. Dr.. Sol* 215 Portland, 0r qon 97121 (503) 292-1835 03/29/05 1 — NOTICE MwP Pith. SHEET D I DESIGNED b y` : � ;W . r_ -MjJ 1&ASsoalte I11G CONNECTIONS AND MWP . = = STRUCTURAL DETAILS S — 4 IF THIS BAR DOES DRAWN `� E °= _= — i l CITY ASR 2 WELL HOUSE • NOT MEAARE I' EWBP 4- •4' w = C1� .' 1 THEN DRAWING IS CHECKED 97 1-9/401 ate, ' o 1Zl S�. Salmon, Suite 90U PRUNE 50 9 9010 /// 1111 NOT TO SCALE PortL ores 9 ad, 120! tut {- -9922 16 of 29 NO. DATE BY REVISION lows 12/31/061 PROJECT NO.: 03- 0603.204 SCATS: AS SHOWN DATE: MARCH 2005 d . .. • •• •• •• • • • • •• • • • • • • • • • • • • • • • �'_� • • • • • • • • 3 1/2" _ ... ,..-0. 10' -Cr 2Cr -0" 8 *-2" al I +; s 3 /¢' . • • =i3 „ .. • • I I ,� ° _ i' • • • `� • • • • • I I L- J L J L J L J ! 16 "e CORE DRILL HOLE 7 -0• W/ LINK SEAL RING I LOCATION OF NEW • • • • • J ! PIPE PENETRATION • • • S • • • • • C NG • • • • NEW PIPE 0 COLUMNS AND MNS ANO • • • • • 9' -0 A BOVE DROP PANELS _ 16' -6• 1 BELOW d ....., , , ., . , . , , EXISTING GRADE .4,9 r r I r l CONCRETE WAL 4a PIPE SUPPORT FRAME PER DETAIL n NI ♦ T ` / ♦,_/ 3 • -5 4 (TYP.) EXISTING GRADE ROOF SUB O / ., 5' -10' ABOVE _ ` - I 12b PIPE J L J L J 5 _ EXISTING 6'x4' LOCATION Of ill _ _IN_ ROOF ACCESS ROOF SLAB O — ` ` = _ _ _ _ _ - HATCH , � COHSTRIX:TION _ - _ - _ - \ \ _ - " -- -. - . - - -- i -' O ' `: \ NEW 12 S40 24'x30 "x24' -_ - -- _ - -- / STEEL PIPE THRUST BLOCK _ - ` - - - _ J FRAMES PER \ © D DETAIL a DO NOT DRILL OVER ` OR NEW PIPE PENETRATION PLAN VIEW ® ANY MEANS NEW 12 _ ` iiiil DAMAGE EXISTING VERTICAL O •S 40 POST - TENSIONING ` s. ` _ ` STEEL PIPE SCALE 1/4• t' -0• ASSEMBLIES 1 -1 1/2• i' - 9 3/8 O 3 -5 --i� 3 -5 CROSS ' DIACONAL MEMBERS ( ` \ --- I--- I CROSS NPJ i6 "I CORE 1 -4• ` MI r _ _ 5'-0 MIN. NEW 12'e S40 — , 6' -0 MAX. EDGE Of EXISTING STEEL PIPE I — CONCRETE ROOF SLAB —/— 3' -0 5 /B• w/ SEAL %-• •u-BOLT' I 11 ` ► �` , RING 36 WEB PLATE 476.33' — •—• . / 36 PLATE SA DDLE. I THRUST T -10 5 /8•t ' . , ?, r. _:,.:5... :. N I 11 ;:'_ is /■ (2}36•x3 END PLATES it 1 ;, a. 474.68' . '. ii i. I %/ I I MAX. Y. THICK 'r'... y L3x3�'i (TYR.) L — — _ J SIKADUR HI -MOD 32 1111 6 ,. - . ; � 3i 0 HILTI H Y-D ROD / AT SIDES OF CORE w/ ADHESIVE- H EMBED _ Y 'EMBER DRILLED HOLE TO 12' CLASS 52 I 5' -0' MIN. (2) PER CONNECTION / \ CONNECTIONS PROTECT REINFORCEMENT MI (2) PER CONNE D.I. PIPE I 6' -0 MAX j ' ■ w/Yi FILLET WELD 6• , �= L3 x304" DIAGONAL • I 4 � CROSS MEMBERS (TYP.) / 4 1/4• NEW PIPE PENETRATION DETAIL • — I --t— I1•_t WALLS AN — \ EXISTING RESERVOIR D ROOF SLAB AND ROOF $.4B J I 2' -6 SCALE W 1' -0� I— — EXISTINGR SLAB l I w/• THREADED D \ \ k A DH ES t EMBED. 676 li Z' -0• I 1 I . ( ` ( 2) PER CONNECTION `/ I L- - 1 1/Y 1 --1 2'-5• —1 1111 CONCRETE THRUST - . . B LOCK (24'x30•x24� i< }Tr o G ' x { i' -fi I a a a e I d I _ N.) p pE INSULATION NOT SHOWN FUR CLARfTY_ EL 439.0 :, °4x.4, eo _ .. . i I a 4 v _ 4 7 3/4 2.) ALL GA STEEL ANIZED FABRI AFTER CATION: FABRICATIO -DIP • \j 'L - _ _ :�. :,,�;. ` • d ° a _ - LV N. ;; e d I 3.) ALL ANCHORS S. EXISTING RESERVOIR FOOTI FOOTING WO"'' 3 1/2 S 1 /Z FOOTING 2' -6• \HALF nss NEW PIPE PENETRATION ELEVATION p PIPE SUPPORT FRAME ELEVATION � Nii 1 9 Mason Structural En9ln.ws, int. SCALE: %. . 1 ® SOLE: 114 t 5319 S.M. Watgat. Dr, 5.6. 215 Pa1Wnd. Oregon 97221 (503) 292-1635 03/29/05 SHEET ��� / ��� {�� ;Inc, OTICE M\yp ¢' .... � = ^C '— �� &AS S x I DESIGNED NEW PIPE PENETRATION 11 11 . E €, Pima S - kil ` DRAWN �- _ _ ' i IA riiulll�� CITYOF11QARD AS 2 WELL HOUSE DETAILS AN CONNECTION ' NOT I ME.AE R I' EWBP 4 4 E = ° 121 S.(. semen, Saile A30 frog 509- ffi-90[0 o�aoN THEN DRAWING IS CHECKED "LUAM 44 -' : " = = ' Pmf}aOd 971.01 • P,1 503-225-9671 1 of 29 4 NOT TO SCALE PRO JECT NO.: 03- 0603.204ISCALE AS SHOWNI(DATE: MARCH 2005 1 COWES 12 ^ DATE BY REVISION 1 ' , • . - MECHANICAL SCHEDULE • • ° • ° • ° • • •,• O P201, DEEP' WELL OLS VERI Tj1R$1 �1y1P 1{/PQMI BA1, , $Et SP4CS► & SHT M -2 DETS ••• • • • • • • • • ? _ 0 P202, SAMPLE PUMP • • • s • • 0 • • • • • • • • . 2" COP WATER P �1 0 P203 & P204, HYPOCHLOR I TE FEED PUMPS, SEE DET 5, SHT M -2 SERVICE, SEE S1-1 -- I I I I O DU20 I , TABLET DECHLOR I NAT IQN UNI T. I NCLNDES PQ • • • OS • • • • • • —_ I I •• • • • • • C -2 r T I . 1 1 I t • 0 P206, HYDRAULIC PUM FOR (PNTCOL :OF D4410CE PSF7 V1'LV :, P� V201 �: - • • • • • • • • • • •• 0 CONTROL PANEL FOR DOWNHOLE • ASR • VALVE, FCV201• • a = - = O ® O7 OHG20I , ONS I TE HYPOCHLOR I TE GENERATOR, 24 PPD, W /TRANSFORMER, CONTROL LLT SALT f/y O PANEL, BRINE TANK, WATER SQFJiNEi4 iLECJROLYi I C GSLLS, •S.TOR AGE TANK & STORAGE 7 © O a 1 BLOWER. VENT CELLS & STORAG TAN THR OU6H 42O F • ° • • e • • ••• ••• •• • ® O8 WATER QUALITY INSTRUMENT PAIEL FOR 411201 ®I,•AFC20: 1, APH2OI & TT20I • ••• • • • • • • • c ® O9 PW /NPW MANIFOLD, SEE DET I, SHT M -4 1 - __ - — = =1 --- -_ .— == 1= - -- ___ =_ __ - __ - -=-_-=-_-_=--- - -__= =_— .__= - - 0 12" MAGNETIC FLOW METER ® i I y I I • i0 1 2" STATIC MIXER DC ( . 1 I I rr 0 I " COP UP TO 41111111111111011110 1110 11 II1I :II,L' • ® PRESS GAUGE & SAMPLE STATION, SEE DET 3, SHT M -3 INSTRUMENT I" COP UP TO s la�iTTiii 13 2" DEEP WELL VERT TURBINE PUMP AIR VALVE ON 2" WELD -O -LET W /BV & COP TO ( o •-e ff PA 1 Ge=e PANEL � 35 _ 25 I NSTRUMENT �� DRAIN NEL I H 0 A I 1 2" WS FLGxPE S �1 1- I (FUTURE 0 . 26 © Q ' ■ 1 \ CO 15 12 "x8" WS TEE, FLGS A S SHOWN ���1 AMMONIA V O i I SALT I �,► ►_� 16 8" WS 90 BEND, FLGS AS SHOWN, III � \ . � t 5 I• STORAGE) I Q ® __ __ __ __ __ ` I I7 B" FLG BFV 1 I 21' -7" ■ \ �� FV202, 8" ELECTRICALLY CONTROLLED, HYDRAULICALLY OPERATED, GLOBE- STYLE, I h.- � � IB ■ - PRESSURE SUSTAINING DIAPHRAGM VALVE 4 J. _ _ - .- .--- - - -__- -- -__ -_- _ __ _ -- - � d im �--li• ( ° T -��� `— - `` i 4 I I9 2" COP BYPASS W /VALVES & WATER METER- ALIGN BENEATH MAIN PIPING TO I 1 - - =- I " PVC UP T O _ a _ _ MAINTAIN ACCESS TO BFV'S & D I APHRAM VALVES I � DECHLORINATION • r (FUTURE AMMGN I t INJECTION O i- I ■ �J ∎ 20 �� PALLET JACK TREATMENT ROOMY ,�'\ 1 l Q ( 6) 36 0 " ) , -- ELEC EQUIP ROOM, N 21 8" DI FLGxPE SPL / / 0 I ��� • o1 n SEE SHT E -2 " " $\ _ 22 8" DI MJ 90 BEND W/ RESTRAINED JOINTS & THRUST BLOCK 1 II S. 1 DECHLOR 9 0 O \ �\ \ 23 12 "x8" DI MJ RDCR 1 I TABLET Q \ N L STORAGE i \x 11. jj 24 12" WS TEE, FLGS AS SHOWN r ■ 25 12" FLG BFV 1 26 FV204, 12" ELECTRICALLY CONTROLLED, HYDRAULICALLY OPERATED, GLOBE STYLE O DIAPHRAGM VALVE 41' -4" 27 12" WS 90 BEND, FLGxFLG 28 12" FLG SILENT CV, GLOBE STYLE 1.. v WE HOUSE FLOOR PLAN SCALE: %"= I' -0" 0 12" WS FLGxPE SPL o 0 RESTRAINED FCA, SIZE PER PIPE o L-'.- 0 31 12" WS FLGxPE SPL m ,- 32 12" DI FLGxPE SPL [__. 33 12 DI MJ 90 BEND W/ RESTRAINED JOINTS & THRUST BLOCK 34 12 "x8" WS RDCR, FLGxFLG 35 f FV203, 8" ELECTRICALLY CONTROLLED, HYDRAULICALLY OPERATED, GLOBE- STYLE, l PRESSURE REDUCING DIAPHRAGM VALVE 0 a 0 10 POUND FIRE EXTINGUISHER 0 HOSE BIB, SEE DET 6, SHT M -3 I NOTE: 0 0 I. FOR HVAC AND PLUMBING PLAN AND EQUIPMENT SCHEDULE, SEE SHEET M -4. in 0 i o Q ED Mt _ — SHEET J - - NOTICE AS DESIGNED � 59 + f % .. _ _ _ __ _ M _ --- _ , urra y Smi th &Assoaates MECHANICAL FLOOR PLAN M— I • L BAH - — - I 11 ASR 2 DRAWN �nrn? ,, I , _ _ _ _ _ = _En o Engineers/ Planners CITY of nG,�n AND SECTIONS _ WELL HOUSE I THIS BAR MEASURE DOES JLH 9ya 4, .,., i s = = — = _ - _ -E. 121 S.A. Salmon, Suite 900 PHONE 503- 225-9010 OREGON p - NOT TO SCALES CHECKED 9F N'SZASK O � - - — 17 Portland, Oregon 97204 FAX 503 -9022 O / (( EXPIRES 6 PROJECT NO.: 03- 0603.204 I SCALE: AS SHOWN DATE MARCH 2005 18 of 29 I � NO. DATE BY REVISION _ i ' STUFFING BOX DRAIN CONNECTION : ii MECH SEAL AIR RELEASE (I F REQ'D) FOR FCV201 CONTROL LINES • • • • • • • • • • • • • • • • PRE -CUBE CONNECTION • • t STL DIA" HOLES 12" FLG DISCHARGE I � • • • • EGURD TO BASE -I" DIA HOLES BOLTS PER MFR'S BKI�T !0" S AC • E 1_ PUMP BASE PER PUMP MFR'S ANCHOR BOLTS, TYP �■∎• CHAMFER ALL EDGES RECOMMENDATION •• S :NI• • a • • • • • P � TE W /4 -Y." D I A I. SEE DET 3, THIS SHT RECOMMENDATION a PUMP DISCHARGE FTEX BOLTS BOLT PUMP BASE TO BASE WELL ACCESS LID HEAD ANCHOR BOLT W /HEX NUT PLATE PER MFR'S NOT SHOWN - SEE LENGTH & EMBED PER NEW STL BASE 4" MIN 7 "x7" CUTOUT EL= 478.00 I RECOMMENDATION -SEE NOTES •�11 DET 4, THIS SHT MFR REQUIREMENTS PLATE • • • • • r • • • ( ABS ' (8 MIN)- I FILLE WELD ALL IN BASE PLATE T A AROUND � PUMP BASE STL BASE PLATE • • • •„ ' e 8�• • u i• " "' • • FAB r4" STL BOX & I SEE NOTES I " STL BASE PLATE (32" SO) _ �� o I '■' a NON -SHR i NK GROUT • �"" j � S WELD TO CASING I "- I " THK NON- � ��OO�����O�e 1.1 1, P J4 CHAMFER ALL EDGES SHRINK GROUT 7 i � CUTOUT IN ���� �r _ �� � II . II BASE PLATE ESIENTABV I 11 II O= F 475.71 EXIST , CASING [ � 1111 - • ••• ' • 1� • EE NOTE r , CONC E (3' PUM 3" SO) HGT 1�•;' TOP a ° ► Ilitligin l BAS- * AT EL II WELL ACCESS BOX, , SEE DET 4, THIS SHT WELD T 1 AS REQD CUT /WELD AS REQ'D \\��a UT 3" HOLE & WELD 3" I FIN FL 3 - # SQ - o o o STL PIPE TO CASING i ° @ l - - ii=1, - ' . 6 l ipi L l III _4EL- (WELL VENT) 1 .a NEW 10" PUMP COLUMN 6UT CASING ST REQ'D t CONC BASE a 11 'i ' EXIST WELL SEAL " WELL VENT W /INSECT , ° EXIST 16" LINER F ' REMOVE & REPLACE 8 - #4- 1' -0 "xAS REQ'D BASE PLATE SCREEN -BENDS AS REQ'D, 1 Q a AS REQ'D ° PREMOLDED JOINT SEE SECTION B THIS SHT NEW 1" SCH 40 PVC THRD MI ',• FILLER SPOOL (2 REQ'D), EXIST 20" ODx0.375" WALL PLAN V I EW - PUMP BASE ® ATTACHED TO COLUMN, STL SURFACE CASING. NEW PUMP COLUMN - IO" DIA SCALE: NTS WELL CASING 4" MIN EXTEND TO TOP OF I WELD NEW SPL AS EXIST 16" ODx0.375" WALL ST LINER, HIGHEST PUMP BOWL. NECESSARY FOR FINAL EL CUT AS NECESSARY TO TERMINATE BELOW SEE SPECS NOTES: SURFACE CASING NOTES: ( ... I.•COMPLY WITH ALL REQUIREMENTS OF OREGON WATER RESOURCES DEPARTMENT FOR WORK PUMP BASE EDGE DETAI ® I. HEAT PVC AND FORM LONG RADIUS CURVES CAPABLE OF PASSING ON EXISTING WELL. LEVEL TRANSMITTING AND LEVEL SENSING PROBES. SCALE: NTS 2. FURNISH AND INSTALL BRASS OR COPPER FITTINGS, PIPING AND VALVING AS 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 • t_: 6- INCHES OFF FLOOR. REQUIREMENTS. 4. ANCHOR BOLTS TO BE ��" 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. c. .. 5. PUMP BASE BOLTS TO BE HEX HEAD BOLTS WITH LOCK WASHER, LENGTH AS REQUIRED. WELL ACCESS BOX 0 6. WELL VENT AND WELL ACCESS PORTS NOT SHOWN FOR CLAR I TY. SEE PLAN VIEW OF SCALE: NTS PUMP BASE, DETAIL 2 THIS SHEET. DEEP WELL VERT I CAL TURBINE n PUMP BASE DETAIL ® I" COP UP TO SCALE: NTS INSTRUMENT PANEL HYPOCHLORITE INJECTION, 0 SEE DET 2, SHT M -3 i--- 0 TO HYPOCHLORITE 15 • F _ _ • • INJECTION PORT = _ - ,, • BACKPRESSURE /ANT I - SIPHON �� ��.I [OM U • I _ PUMP DISCHARGE Q EL= 478.0 0 •► EL= 478.0 \ VALVE (TYP OF 2) —�_ a I " PVC DECHLOR +! r -.: =- • -, CHEM INJECTION, II ' 28 - ® F I �II I:II� SEE DET 2 SHT M -3 - PULSATION DAMPENER (TYP OF 2) �- ►_• ► �1 C �_ ►.•� ® 14 I 20" SURFACE CASING . in o FIN FLR I1 / / / /// PRESS GAUGE (TYP OF 2) _ PRESSURE RELIEF VALVE (TYP OF 2) M1 • 1E11 I 17 PUMP ON WALL 4 V ( ) EL= 474.00 ® 16" LINER M EL= 474.00 b MOUNTING • • RETURN TO TOP OF ;�:" ..•• I . .. .-'. BRACKET (TYP HYPOCHLORITE TANK I "WATER WELL CONSTRUCTOR LICENSE" OF 2) ►• • ® ® I ® I / REQUIRED FOR ALL WORK WITHIN IP M CF RD CALIBRATION CHAMBER l� LIMITS SHOWN (TYP OF 2) (�I • •► EL= �► I 10" PUMP COLUMN `II NOTE: °' D OWNHOLE ASR CONTROL VALVE, • H YPOCHLORITE al FVC201 BOTTOM OF VALVE I. SEE MECHANICAL SCHEDULE ON SHT M -I FOR KEY NOTES. - 2' FLEX TUBING , I EITHER SIDE OF • TANK 0 10' ABOVE TOP OF PUMP I PUMP, TYP OF • 0:4 •• ►:• ( i (2), ALL OTHER •:4I ►,• NOTF; I P201 l a PIPE I" PVC LINER OMITTED FOR � � LBV (TYP) SEE SHEET M -I FOR MECHANICAL SCHEDULE. CLARITY BELOW THIS SECT I ON 9 o POINT N SCALE: '/ "= I' -O" o HYPOCHLOR I TE FEED DETAIL SECTION j� - F75 OOT 106L L. 1 SCALE: NTS 9 SCALE: 3 "= I' -0 1 o I- _I o 0 SHEET i NOTICE DESIGNED S `� „° er( F _ _ _ — = MurraaSmith &Assodates Inc, AS L O � BAH E 6�5 0 - _ - _ _ — = 1 4.L41,1 AS 2 MECHANICAL DETAILS - 1 0 CID IF THIS BAR o r„ _ _ WELL HOUSE - _ Engineers /Planners C RY OF nGARD M - 2 NOT MEASURE 1 D JLH � 'yo *Fl o� -- _ � — = 121 Si. Salmon, Suite 900 PHST 503 - 225-9010 OREGON f o NOT TO SCALE CHECKED W gZ Portland, Oregon 97204 FAX 503-225-9022 ”' J NO. DATE BY REVISION EXPIRES 6 - 30 - 06 PROJECT NO.: 03- 0603.204 I SCALE: AS SHOWN I ()ATE: PARCH 2005 19 of 29 • i , PRESS GAUGE ., . . SIZE AS NECESSARY 6' -0" MAX • e • • • • • • • • • • • • • •• • • • • • • • t • +• • •• e • • • • • • • • • • • •• i� BRONZE SNUBBER INSUL PYROX SLV (LENGTH RIEQ'D TO 1 / 1 6" LESS THAN ,■ • ` ray ••INSIDE•D I M� ®E TWEEN t MAX HEIGHT 6' AFF 1/2" BRONZE BV (NORMALLY OPENED) • • r / wF�SHIRS: A t • • U� 1 • • :� \ \ _ � . A . • • S F SPEC X OR " HOPE MOUNTING BACKPANEL 3" LONG x I /2" I D nlr = —= _ - _ - lla F BRONZE PIPE NIPPLE, TYP E. INSTRUMENTS 11.1' - ��� � -_ 1,1- • • • • „ - I /2" BRONZE TEE i ` ' • • •• WSSH ER COP O O O I l O l i .� • i i• r Stt i SCS I I I • 1111 ,IM;•O/ =' DRIP LEG i I" COP V .4 40 I FROM .. c ?' c °a i � :� N BV 710' ?�c .l� �i • 1 /2" BRONZE I NSUL GASKET ZONE 16" WLLD -O-LLT (NORMALLY CLOSED) z , z J . STL DISCHARGE PIPE FROM ' COP ® m m CO PRESSURE GAUGE INSULATING FLANGED JOINT 0 P202 g I. 1 - SCALE: NTS SCALE: NTS 1.-- © �© -► 10 I SST CHANNEL FROM HYPOCHLORITE SUPPORT & FRAME OR DECHLOR 1 N AT I ON PUMPS 1 I" PVC i CIP WALL OR FLR 0 z z z STATIC MIXER (HYPOCHLORITE) S m m STL PIPE DECHLORINATION ) ° SEEP RING, I/4" ( ° THICK STL RING, I. P. 0 I SEAL WELD BOTH • SWIVEL HOSE ELB _� i" ANGLE PATTERN GLOBE VALVE w w , ENDS I" NPT x I" HOSE F ; 0 . p ° t .„ CARRIER PIPE r �,� SST CONCRETE 0 0 PIPE OD + 2" FOR _ _._ L _____ • o SECURE PIPING I I r --- • PIPE SLEEVE <I 2" OR i I D QF WALL SLEEVE 1 TO WALL ANCHORS THROUGH m I PER LINK SEAL MFR GROUTED BASEPLATE C l PIPE OD + 4" FOR ' • • ,,, 111 - FP, WBER SLANT BY " I I" OF MAIL SPEC 1 F I ED I I I a a a II I I THUNDERL I NE CORP V f d d • W /SEEP R NG �I NOTE: FLOOR DRAIN MATERIALS: P I. FLOOR SLEEVE WITH SEEP RING TO BE HOT DIP GALVANIZED. 0 FOR HYPOCHLOR I TE: STATIC MIXER INJECTION c HING. SIZES AS NECESSARY PORT. FOR DZESLASIN I" WELD -o -LET BUSH STEEL FLOOR SLEEVE ® TYP I CAL HOSE B I BB O SCALE: NTS SCALE: NTS INSTRUMENT PANEL METER I ALS LIST: 0 I" PVC FULL UNION 8V ADJUSTABLE 3 CHEMICAL INJECTION QUILL, KOFLO HASTELLOY NPW CONNECTION SELF -DR IP O A MICROPROCESSOR BASED CONTROLLER WITH O C -276 OR APPVD EQ, LENGTH AS REQ'D AUTOMATIC TRAP DIGITAL DISPLAY PRIMER VALVE. 0 4 }i" PVC NIPPLE PRECISION PLUMBING o © TURBIDIMETER SENSOR O MANIFOLD FOR TRAP PRIMING TUBES OR APPVD EQUAL PRODUCTS MODEL P -I © FLOW THROUGH COI_ WITH PROBE FOR QS I" x ii" BUSHING PH /CHLORINE /CONDUCTIVITY MEASUREMENT o FLOOR DRAIN _ .:=,. N9g: II Nil I O PVC FUNNEL ANCHORED ABOVE FLOOR DRAIN WITH .1.! TRAP SUPPLY 3/B" AIR GAP I. ORIENTATION SHOWN IS FOR HYPOCHLOR I TE. ' FO R DECHLORINATION, ORIENTATION OF PIPE IS �` F COP TUBING, TYP m VERTICAL. cr. IMIIMIIIMMINIMMII P WATER QUALITY INSTRUMENT PANEL 0 CHEMICAL I NJEC T ON I ® \ T UBESUPPLYINGFLOO R DRAIN TRA I S CALE: NTS SCALE: NTS I FLOOR DRAIN TRAP PRIMER 0 0 SCALE: NTS 1 0 N j " 1 M O O 1 0 j SHEET AS �J 'O = MurraaSmith &Associates Inc, 4 L.: o o N 1 DESIGNED � ��° � =_ — L _ .......Auk ASR 2 MECHANICL DETAILS - 2 o BAH te , , ,, _- —_ _ Engineer s /Planners CIIYOFTIG WELL HOUSE M -3 i u DOES JLH ' ia 9 s'° c 1, - 121 Si. Salmon, Suite 900 PHONE 503-225 -9019 OREGON 20 of 29 DRAWING M .__ ° NOT TO SCALE CHECKED wszA —— —" Portland, Oregon 97204 F� 5M NO. DATE BY REVISION axP1� 6-30-08 PROJECT NO.: 03- 0603.204 I SCALE AS SHOWN' DATE MARCH 2005 r , • s _ I P . HVAC EQUIPMENT • CHRULE ,• •• _ • • • . • : t' TO SOFTENER I" NPW DN TO WH- I IDENTIFICATION SERV TYPE • • • • • • • s 1 Z • : :COMMENTS • • = �� • ;�^: BRINE TANK • • 40 "W x•66 "H! 12 FRAME • BOTTOM OF WALL OPENING ( 1 I I I" PW DN TO L -I PUMP ROOM WALL MOUNTED 12" AT I'- 4" AFT t---...,_ \ I WH -I & S -I \ INTAKE STATIONARY ACOUSTICAL - �' ; I ! /,- -_ !w- W /MOTOR I ZED DAMPER M I N • j ! � r -- - -_ ,— - FREE AREA 6.7 SQ FT • • • • • • • le. __ j I e r ] I i j I I _ i L -2 ELEC ROOM WALL MOUNTED 12" 30' ' t T " I .2"� Ftt eM F. TQM OF WALL OPENING iv r • r :J �' AFF INTAKE STATIONARY ACOUST • • • • • • • •4T•O'• jr - ; I ' r- - �" . W /MOTORIZED DAMPER • • • I c 0 H ; I L Li I MIN FREE AREA 4.4 SQ FT I L (^ ! EHU - I ! ti v ! I \ \ ! ! I L -3 INTAKE WALL MOUNTED 12" (FUTURE AMMONIA STATIONARY ACOUSTICAL • 74'W • 66 "Fig 12" iRANE• BOTTOM OF WALL OPENING • I I - - ��' I • • • i A2 :- 4" AFT - . - TO- 1 ROO W /MOTOR I ZED DAMPER MI N • • ••• • • • • • • • •• I I "PW EF I FREE • AREA 3.1 SQ FT • • • • • • • y I 1---,— j TRANSITION FROM FAN DUCT , ; ! Y'4 EF -I PUMP ROOM INLINE DUCT FAN W/ GREENHECK SQ -160 -B v l i - -- EXHAUST FAN INLET GUARD, HANGING HP, 1 140 RPM, 3062 CFM ® SIZE TO WD 330 DAMPER & I • I _, P II I I ' ° /` � 6 "SS NEOPRENE ISOLATORS 0.25 ". MOUNT TOP OF FAN B" ACOUSTICAL LOUVERS L- I y' ��� 11 —J''' �r • ' I DUCT FLUSH W /TOP OF 48 "W x 36 "H. BOTTOM OF -C f . ( `iI' _- ���;I�"viI ie . o 4 - j � r y I ! ENING ®8' -4" AFT ji' jj �� EXHAUS LOUVER WALL O �' i +' � I PW ON TO EF -2 ELEC ROOM INLINE DUCT FAN GREENHECK SQ -160 -8 34 TRANSITION FROM FAN DUCT m I I C ! 6 I !;� `; I " I l I I I ^ _ E - I --[- J -{y I j \ i PUMP PRELUBE 1 1 EXHAUST FAN W /INLET GUARD, HP, I140 RPM, 3062 CFM SIZE TO WD 330 DAMPER & a I I I , (- —{ > 3"' PW DN STANDING NEOPRENE ® 0.25" 8" ACOUSTICAL L LOUVERS ! I jL! Y I- 4 i ISOLATORS 48 "W x 36 "H. BOTTOM - OF IA" PW DN' al I / `� I WALL OPENING ®B' -4" AFF ;NI z' (! ' 34' PW DN TO L -3 j �I - I h (VALVE P I LOTS "- ` I I I I I � �4,,d �- EHU -2 I I EF -3 EXHAUST FAN INLINE DUCT FAN W/ GREENHECK SQ- 160 -C Y4 TRANSITION FROM FAN DUCT i i �� HP, 860 RPM, 2148 CFM ® SIZE TO WD 330 DAMPER & i a N i (FUTURE AMMONIA INLET GUARD, HANGING TD -3 i TD -2 = _ • ROOM) NEOPRENE ISOLATORS 0.25 ". MOUNT TOP OF FAN 8" ACOUSTICAL LOUVERS �' : I ^ I — - \ o I DUCT FLUSH W /TOP OF OF 48 "W x 30 "H. BOTTOM OF SS I� ` —6 "SS 4 "SS ! �-, EXHAUST LOUVER WALL OPENING ® 8' -10" Lp AFT. MANUAL OVERRIDE SW ITCH NEAR DOOR EF -3 j I I NPW DN , 4 SS �i I I 1 1_J 1 ,. ` j I I �^ a q O I r I ! C I i I EHU - I EHU -2 PUMP ROOM ELECTRIC UNIT WALL MOUNTED FAN FORCED 3.OKW MOUNT UNITS 8' -0" AFT \\ [ \ = 1 ! I N r ELEC EQUIP ROOM, i HEATERS \\ J 1J4" NPW p SEE SHT E -2 \ [ j * j V I4, ai I EHU -3 ELECTRIC ROOM WALL MOUNTED FAN FORCED 1.5i 11111 ELECTRIC UNIT �� Nl -I 6C0 EF -2 HEATER • c ! /m I i EHU -3 L_— �w� O I I I 1, � NIsi i F .. _. - 1 UNION (TYP) PRV PRESS GAUGE TO NPW 34" PW DN 34' PW DN r SYSTEM L 6' -0" IA" PW DN 3" VTR L -2 BV (TYP) • ° NOTE . I f C� II _ ..- INSTALL SANITARY VENTS PER PLUMBING CODE. WELL HOUSE HVAC AND PLUMBING PLAN STRAINER REDUCED PRESS WELL SCALE: 3 "= I' -0" - r _ BACKFLOW PREVENTER 1 - I t I TO PW j PLUMBING EQUIPMENT SCHEDULE SYSTEM GLOBE VALVE, NC S IDENTIFICATION SERVICE TYPE SIZE COMMENTS a , .d. :$. —03:3-1 -03:3-1 o, EW -I PUMP ROOM HAWS MODEL 8300 -CRP - ACID RESISTANT � "" EMERGENCY EYE COATING, TO MEET WASH AND SHOWER ADA REQUIREMENTS in FUNNEL W/23'4" AIR GAP, N LINE TO FD I R " DA 3 WH- I HEATING POTABLE ON DEMAND, ADJUSTABLE EEMAX, EX 3512 T FIELD LOCATE ON WALL I" D A 2) WATER W /TEMPERATURE CONTROL NEXT TO S -I S -I SINK TYPE 304 SS HAND WASH -UP ELKAY CHSI7I6C COLD WATER FROM PW /// I SINK, WALL MOUNTED COMPLETE W /FAUCET & SYSTEM. HOT FROM WH -I o 7-FLRR FITTINGS NOTE: o I. ALL PIPING le COPPER PIPE. CV TD -I TRENCH DRAINS POLYDRAIN TRENCH PER PLANS & SPECS GRATE & FRAME #512af FOR ' L SEE SHTS M - TD-2 SYSTEM T & FRAME " COP FROM POINT LOADS I • ° TD -3 IRON GRATE &FRA 2 I ICE, & C -2 P W o I & I SCALE: /N P W MAN I FOLD NTS 0 I - SHEET 1 AS �� P NOTICE f(� _ _ — Murr'a smith &Assodates Inc, A. ._ ��1 HCM /DKH/BAH C �5' � "Be �O IML I x wti a M ECHANICAL HVAC AND PLUMBING M -4 Engineers /Planners �Irr of nGARn _ __ 1ZI $.�I. $3]IDOB, $UIfE 900 PHONB 503 - 225 -9010 OREGON WELL HOUSE - T HEN DRAWRE 1 - = o NOT TO SCALE — - Portland, Oregon 97204 FAX 503 - 225 -9022 21 of 29 L I . NO. DATE BY REVISION DP IRES 6 PROJECT NO.: 03- 0603.2041 SCALE: AS SHOWN' DATE: MARCH 2005