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HomeMy WebLinkAboutTualatin Fire & Rescue - Tigard Station 221 l • , . , I .rT-T- I r I I nT T 7 I ' I ;•i l I !u 1 i 1 . r.i 1 I ;hili I m n t iii .ol II l 1 e III _1 ''7 I , ••. { L - a '-'7 11 4 i * i t 1 I ■ r i REVISIONS RECORD DRAWINGS PREPARED No.IDER CITY BY � ���� I �6R GITY OF TIG,gRO .; FROM FIELD STAKING DATA zQIZECORD Dw6 32s r-- j Irry PROVIDED AS-BUILT INFORMATION U 1�� Pr-''y' P" 1 UN 'moo' PROVIDED BY CONTRACTOR. : M ;0Tisv 1, .� - - r , - 3 - 23 -94 GATE 1 ,,� F 0 R �,,„o PRoFFs IlGIN- 04 t" 4' 6848 4 J 1-111rj rill el.% 1--rilH A Liiir-1 I „e IN 4 ..1 .,0 ... • 4 ‘ : ... Ry G. a �`' EXPIRES DEC. 31. 1993 ....... _..., A R D ‘ -..bD Amillho A Analln. o 2 ..... GENERAL NOTES FOR. TUALATIN VALLEY FIRE & RESCUE SHEET INDEX W CENTERLINE STATIONING UNLESS OTHERWISE NOTED. 20665 S. W. B L A N T O N STREET p 1 . ALL STATIONING SHALL BE STREET C - 2 . COVER & DETAIL SHEET 0 EXISTING UTILITY LOCATIONS ARE APPROXIMATE ONLY. IN ORDER TO PROTECT EXISTING ALOHA, OREGON 97007co 2. UNDERGROUND UTILITIES, CONTRACTORS PERFORMING WORK SHOWN ON THESE PLANS LLI MUST NOTIFY UTILITIES AND PUBLIC AGENCIES AT LEAST 48 BUSINESS HOURS , BUT NOT CCImm DAYS, BEFORE BEGINNING EXCAVATION, IN ACCORDANCE WITH - - I_L 1900I..".0 MORE THAN 10 BUSINESS2S12AD C - 3. STREET & DRAIN THE PROVISIONS OF ORS 757.541 TO 757.571 , FOR PREMARKING. POTHOLE ALL z W CROSSINGS AS NECESSARY TO PREVENT GRADE AND ALIGNMENT CONFLICTS. REPORT P L � N & P � ® � I ALL CONFLICTS TO THE ENGINEER IMMEDIATELY. PROTECT EXISTING UTILITIES AT ALL la TIMES DURING CONSTRUCTION. CALL 246-6699 FOR UTILITY LOCATES. ANY DAMAGE _ �r- ' W N TO EXISTING UTILITIES, WHETHER SHOWN OR NOT ON THESE DRAWINGS, WILL BE _ • 1 -s' I }-. °A"l I w REPAIRED REPLACED AT THE CONTRACTORS EXPENSE. - N "� ^ ^ " �~ Z � gvRUtf � Sf 1 �, SHADY` ,I . ,� A . �� ` . E C - 4. DETAIL SHEET `� o CI) 3. ALL WORK SHALL BE CONSTRUCTED TO THE 1990 OREGON CHAPTER OF APWA SPECIFI- s'f .. ,. 1 CATIONS, AWWA SPECIFICATIONS,CITY OF TIGARD, TIGARD WATER DISTRICT, & UNIFIED SEWER- _P �F�t ' ^ ,,,,,,,, ,; W CC AGE AGENCY, STANDARDS AND REGULATIONS. IT IS THE RESPONSIBILITY OF THE CON- w,z . " 1 '�' ' • s °" J TRACTOR TO NOTIFY UTILITIES AND PUBLIC AGENCIES AT LEAST 24 HOURS, IN ADVANCE ,, �' •�',M ,- •l•' DUVAL •J E- OF PERFORMING ANY WORK, FOR INSPECTION. ALL PRIVATE SANITARY SEWER AND STORM �a � • WATER CONSTRUCTION NOTES Q DRAIN PIPE SHALL BE TO THE OREGON STATE PLUMBING SPECIALTY CODES. AND HAVE Ai0 A CITY PLUMBING PERMIT. ,� ir ` RK , „oL,a, ^',R1„�., �' 1. ALL WORK SHALL BE IN ACCORDANCE WITH AWWA STANDARDS. ALL WORK •� I. ,.),` . B VEIAf.. SHALL BE INSPECTED AND APPROVED BY TWD. THE CONTRACTOR SHALL Z 4. USE 3/4"-0" CRUSHED ROCK BEDDING ON ALL UNDERGROUND UTILITIES. USE 3/4"-0" �,• 414z_,� p``' 1*ti "`4r,4 e ` a ' MAINTAIN ONE SET OF TWD STAMPED APPROVED PLANS ON THE (_) "°� . SITE " = CONSTRUCTION SITE AT ALL TIMES. THE CONTRACTOR SHALL NOTIFY TWD 48 CRUSHED ROCK BACKFILL ON ALL UTILITIES WITHIN STREET RIGHT-OF-WAY AND ELSE- • .v- ;a, IR�� J HOURS PRIOR TO COMMENCING CONSTRUCTION TO SET UP A PRECON- WHERE AS DIRECTED BY THE ENGINEER. BACKFILL OUTSIDE OF IMPROVED AREAS CAN BE °vot'° A4� ° �� TMA �� . • STRUCTION MEETING. TELEPHONE 639-1554. J SUITABLE NATIVE OR COMMON MATERIAL, AS SPECIFIED IN APWA SECTION 310.2.04A. �� \ ::iity"--rn..`� T l GA . 2. AN ESTIMATED 129e OF THE WATER SYSTEM COSTS MUST BE ON DEPOSIT • -itk " W PRIOR TO RECIEVING A TIGARD WATER DISTRICT (TWD) STAMPED APPROVALQ 5. ALL PUBLIC STORM DRAIN PIPE IS TO BE CONCRETE C-14 CLASS 2, UNLESS OTHERWISE NOTED. ON CONSTRUCTION PLANS AND PRIOR TO BEGINNING CONSTRUCTION ON" " oQP CD°fw00° t "0°`" 'T WATER LINES. UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM,PLUG STUBS AND MARK WITH 2 x 4 PAINTED GREEN. .� ,t.LVIEW CT F"° s� IR a THE CONTRACTOR OR OWNER SHALL ADVISE TWD OF THE TOTAL CONSTRUC- /7* 6. ALL SANITARY SEWER PIPE IS TO BE CONCRETE, C-14 CLASS 2, BELL AND SPIGOT WITH '6s•f ,irr""-,, „°sccI """71 ® TION COSTS FROM WHICH WILL BE CALCULATED THE FINAL 12% FEE WHICH RUBBER RING OR PVC CONFORMING TO ASTM 3034 SDR 35. PVC PIPE WILL REQUIRE A IS 10% FOR TWD INSPECTIONS, WATER LOSS, OVERHEAD, ADMINISTRATION, 5% MANDRELL DEFLECTION TEST. PLUG STUBS AND MARK WITH A 2"X4" LABELED "SANI- SAMPLING, ETC. AND 2% FOR ENGINEERING REVIEW WHICH INCLUDES "AS- BUILT' DRAWINGS, UPDATING MASTER MAP, INTERSECTION MAPS, ETC. TARY SEWER" AND DEPTH TO INVERT AND PAINTED WHITE. ALL SANITARY SEWER SERVICES VICINITY MAP 3. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT-UNED. PIPE TO BE 4" PVC CONFORMING TO ASTM D 3034 SDR 35 WITH A MAXIMUM DEFLECTION OF 5% AND A MINIMUM SLOPE OF 2% UNLESS OTHERWISE NOTED. ENDS OF SERVICES TO SDR-92-0015WILL BE TYTON JOINT DUCTILE IRON, CLASS 52. BE MARKED WITH A 2"X4" MARKER LEBELED "SANITARY SEWER LATERAL" AND SHALL IN- 4. CURBS MUST BE IN PLACE PRIOR TO INSTALLING WATER MAINS. CUDE MAINLINE STATION OF TEE OR WYE, LENGTH OF LATERAL AND DEPTH TO INVERT AND 0 5. COVER FOR ALL WATER MAINS IN STREETS AND RIGHTS-OF-WAY SHALL BE o BE PAINTED WHITE. 36" OF 3/4" MINUS CRUSHED ROCK. CO A V. 7. ALL WATER MAIN PIPE TO BE CLASS 52 DUCTILE IRON PIPE WITH TYTON JOINTS. ALL SE vacvEva SECTION 2 T2s RIW w.M 2s i zaD I"' •co I.As.. 2 T2S ; • 6. ALL VALVE OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED GRADE. FITTINGS TO BE MECHANICAL JOINT, UNLESS OTHERWISE NOTED, AND SHALL BE OF A SCALE 24.4., „ y' SC(ray ;I ri• OTHERWISE VALVE OPERATING NUT EXTENSIONS WILL BE REQUIRED. CD V. CLASS AT LEAST EQUAL TO THAT OF THE ADJACENT PIPE. ALL PIPE AND FITTINGS ARE . 1� 7. POURED CONCRETE THRUSTBLOCKS OF AT LEAST 8 SQUARE FEET OF W 0 z _ TO BE CEMENT MORTAR LINED. SEE ADDITIONAL WATER CONSTRUCTION NOTES ON SHEET • �� . •:� m sc° INs s>; BEARING SURFACE ARE REQUIRED AT EACH TEE, CROSS AND BEND �• 2 ,�u ■NM 6. VERTICAL CONFLICTS BETWEEN WATERLINES AND STORM DRAIN LINES SHALL BE RE- """ '4,, ' ,� - • ,� 'c .Q. LOCATION. = O 14 o SOLVED BY INSTALLING THE WATERLINE BENEATH THE STORM DRAIN LINE. .• °` • '= • �' 20 . •' '� �/ 8. FIRE HYDRANT ASSEMBLY CONSISTS OF AN 6" MJ X 6" FIG TEE, 6" FLG X `A' 0 „oo s• 4,F -9 Sic • ''• MJ GATE VALVE, 6" MJ X MJ HOLDING SPOOL AND A MODERN MUELLER W wZ 8. BENCH MARK- ONSITE CONSTRUCTION BENCHES (TBM'S) ARE BASED ON THE U.S. ARMY C.O.E. • ' ' "°' 9 21`��'ti f 0y s , 9 CENTURION FIRE HYDRANT, A-442, 6" MJ, 5 1/4"MVO 3-PORT (2-2 1/2" a w = N W BENCH ON THE HALL BLVD. BRIDGE OVER FANNO CREEK JUST SOUTH OF THE TIGARD CITY ` •� s 9s' NST HOSE CONNECTION, 1-4 1/2" NST PUMPER), 1 1/2" PENTAGON HALL. WASH. CO. BM NO. 41 ELEV. = 143.18. �`Y . • A• R� ,N, -;w OPERATING NUT, LEFT OPEN. COLOR: YELLOW. EACH FIRE HYDRANT SHALL J= Wo ��• ,,,. I T I / BE INSTALLED UPON A PREFORMED CONCRETE BLOCK WITH 1 1/2 CUBIC Z O 54 ■,�.r z TBM NO. 1 - 5/8 INCH I.R. W/RED PLASTIC CAP MARKED 'TRAY'. 19' LEFT OF STA. 41 +92. '• ' • "` VACATE►s)9 :., '^c° ' �� YARDS OF 1 1/2"-3/4" CRUSHED DRAIN ROCK. TARPAPER WILL BE LAID MMB ELEV. = 157.45. •.s• • •• " '2r3 7,4' i42/I6 �':' . ON TOP OF THE DRAIN ROCK TO SEPARATE THE ROCK FROM EARTH COVER. J < OM o TBM2- ISA 'PK' NAIL IN ASPHALT 62 FT. BACK OF RIGHT-OF-WAY AND 7 FT. _ .., "' i '"`%�' ., /� ~ .�. rya V> NO. a..K /�,• 9. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTI- FROM THE PROPERTY LINE COMMON TO THE TIGARD WATER DISTRICT. ELEV. = 158.15. �''' :°�°' '- .- CALLY OF A WATER MAIN SHALL BE ENCASED IN A REINFORCED CONCRETE W 0 LU 0 1�' I �,- r ; ' --•• y - JACKET 6" THICK FOR A DISTANCE OF 10 FEET ON BOTH SIDES OF THE °�9. THE CRUSHED ROCK BASE FOR PAVING SHALL BE COMPACTED TO 95� OF MAXIMUM ;;•« . ��ti I1,,,�' 01, •.`'� . 3' . CROSSING. WHERE CROSSINGS ARE NECESSARY, THEY MUST BE MADE AT �+ �� LEAST • =�I TIGARD , " APPROXIAMTELY 90' WITH AT LEAST 18" OF SEPARATION BELOW THE WATER W CD c DENSITY PER AASHTO T 180. THE DENSITY OF ASPHALT CONCRETE SHALL BE AT LEA ,... ,: 92% OF RICE THEORETICAL MAXIMUM DENSITY AS DETERMINED IN CONFORMANCE WITH �;>. WATER.. MAIN. J (� Q W AASHTO T-209 AS MODIFIED BY O.S.H.D. py� N Y•• '``m, '• DIST�IC'I` 10. ALL WATER MAINS SHALL BE TESTED AT 150 PSI FOR ONE (1) HOUR WITH 3 " . s A��� °a A MAXIMUM LOSS OF 5 PSI. STATIC PRESSURE SHALL EQUAL 90 PSI. u) g 1O. ALL SURVEY MONUMENTS SHALL BE LOCATED AND TIED PRIOR TO CONSTRUCTION. RE- �• f PLACEMENT MAY BE REQUIRED AT THE OPTION OF THE ADJACENT PROPERTY OWNER OR BURN,,#' ,.-, ,�,,,,�"„�,,1101.011211,,, 11. ALL WATER MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER "' -�- > CO.Of.(VO.IOAwI•I.a.� PRIOR TO DISINFECTION. BACTERIOLOGICAL TESTS WILL BE TAKEN BY TWD. 0Y CO 4: THE COUNTY. ALL MONUMENTS FOUND SHALL BE NOTED ON THE FINAL RECORD OF g TRl��TS !'. ` I V CO SURVEY SETTING CENTERLINE MONUMENTS. , x , / I 12. THE CONTRACTOR SHALL PROVIDE AN ECLIPSE No. 88 SAMPUNG STATION Z ' e ' � 'I '- MANUFACTURED BY KUPFERLE FOUNDARY ST. LOUIS M0. 63102. THE W 0 w 11 . AS BUILT MYLAR(S) TO BE PROVIDED TO CITY BY DEVELOPERS ENGINEER. ' - y' . I3/4" O. J SAMPLING STATION SHALL BE 3'-0" BURY, WITH A F1P INLET, AND in: ,•'' it// !' STREET, '�� /r A 3/4" HOSE NOZZLE. ALL STATIONS SHALL BE ENCLOSED IN A LOCK- O illt 3 12. ALL PUBLIC STORM DRAIN LINES SHALL BE T.V. TESTED (VIDEO TAPE) AND DEFLECTION =.... ,r • ABLE, NONREMOVABLE. ALUMINUM-CAST HOUSING. WHEN OPENED, THE TESTED WITH A 95% MANDREL. ALL TEST RESULTS AND VIDEO TAPE SHALL BE SUBMITTED u„� • ' Kf,",;; ;M - STATION SHALL REQUIRE NO KEY FOR OPERATION, AND THE WATER WILL I,`,,, `" TO THE CITY FOR REVIEW AND APPROVAL. FLOW IN AN ALL BRASS WATERWAY. ALL WORKING PARTS WILL ALSO BE OF 0 BRASS AND BE REMOVABLE FROM ABOVE GROUND WITH NO DIGGING. A o COPPER VENT TUBE (STANDARD) WILL ENABLE THE STATION TO BE 0 13. NOTIFY CITY INSPECTOR (LETHO THOMAS) AT #639-4171 24 HR'S PRIOR TO COMMENCING i • TIGARD PUMPED FREE OF STANDING WATER TO PREVENT FREEZING AND TO MINI- " WORK. is ' 2An MIZE BACTERIA GROWTH. THE EXTERIOR PIPING WILL BE BRASS AND A 1/4 JOB NO. )9302 14. A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL BALL VALVE SHALL BE PROVIDED IN PLACE OF THE 1/4" PET COCK ON THE DESIGNED RWCVENT PIPE. DRAWN RPC PRIOR TO COMMENCING WORK. TRAFFIC CONTROL AND PEDESTRIAN CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR, AT ALL TIMES. 13. TWD WILL INSTALL ALL COPPER SERVICES AND SAMPLING COMP. DGH STATIONS PRIOR TO PAVING OF STREETS. WATER METERS WILL CHECKED GGB 15. EROSION CONTROL AND DRAINAGE CONTROL SHALL BE PROVIDED FOR THE CONTRACTOR, AT BE INSTALLED BY TWD UPON INDIVIDUAL REQUEST AND PAYMENT DATE �8121992 ALL TIMES. BY OTHERS ( PROPERTY OWNERS ). SHEET NO. C 2 DRAWING NAME: T109302-01 DATE: 3-11-1993 TIME: 16158,11 OF SHEETS -l o 1 cer- /300 - --- - - -•` - s .....- .--1-, 1 , iA _ I_ i 1 ' L41 y' 1 -"I 7_ 'I I 1•;1 1 I 1 T 7 " I I,1 i 1 1 L�1._1_.� 1 i - 1 :y 1-•:.� ' j4 '-+ } 1 4 , 11 ,A. 1 i l- 1.1_. 1 _.1:- -L --+ 1 t n t 111 1 11 i 1 .,...�- ...J�" , i , r i i F l 1 ilI 1 1 1 1 I L.._l I 1 1 1'1 l�' I I I 1' k{ i 1 i !11 1 1'1' -,=> -`1 'r 1'1 1 }.1 1 } } f • -1-'-1--rr 1 r '-sT T i T I 101 t I QI I I 1 i I flu I III 1 1+4 1 l 1 __I rr 1 • , , i t R E V I S I O N S SEE DETAILS FOR FRAME ANO GRATE GROUT BETWEEN TOP OF CATCH BASIN s \AND BOTTOM CF CURS ANO GUTTER NO. DESCRIPTION/DATE BY o . . .• • •, ' s • . ► : , . • b PEP Cfn' OF'TIGARD M.O NEW e - °� . ' ••�� ' Lr.��=�����.�8 /I - _ • b v n p RECOKn DW6. 3-23.94wt0 30' • - . C-�-- e //....///..�.� SPECIFICATIONS ADD C . No:S NLo 7'-6" ." 22' /• "I•... I / • - ' usrAi.vim) Ha. S wmi , • •• •• •• • • CAI. MESH SCREEN FOR ., iiiiiiiiiiiiii - ALL WELDED STEEL CONSTRUCTION. /, , • d - 1 4' STEEL MINIMUM THICKNESS. t • - I. Ste-GRACE MANAGE �...........�. • 1 �- iiiiiiiiiiiiii - DIAMOND PLATE UD � . 27.75 //////.....//. . - � - COATED INSIDE AND OUT WITH A A0 • iiiiiiiiiiiiii ASPHALTUM PAINT. I 6" EXPOSURE( -� a_ • •_ ••_�� s •. s • • T ././/....../// CITY OF TIGARD d • STANDARD S/W 13' / . ' , !. :^ //////../////. 4" THICK/7" THRU D W • r ~ ! a ....//./././/. / I BLEND AC TO MATCH • • V 2% MIN EXIST. PA✓E.�IE��T e . a . • DIAMOND PLATE LID a •d '0 1/7x�/2" L. wE:�EJ TO _ SIDE (�rP) REMOVABLE 2:1 I CONCRETE SHALL BE CLASS 3300 • Q•d �•. . •4. , . •.; 1/4" WIER : c > T. W/ORIFICE28" ca SECTION B-B \ 4p STD. 1 6' CURB o • LYNCH CB W/ ORIFICE PLATE FRAME w"X 2'•x 2"STEEL(ASTIA A-39 ANG E ,; ALL GRATE BARS To '--- 1 4111 i . " . iSii ' 3000 P.S.I. CONC. Q O I _ 35-1�2 iQUTSaE FRAMES �I BE WELDED WITH I/4"AvS E-7024 i$jli DETAIL _ 4 4" CLASS "B" AC PVMT. N RiM = 159.00 (DIAMOND PLATE)E) g1- - - - - - - I - WELDING ELECTS V • Y`O (PLACED IN TWO LIFTS 2" EACH) TOP OF ORIFICE PLATE = 158.50 u' PLAN V1E1N STANDARDz- GRATE FRAME r7 �eIo 3"- 3/4"-O" CRUSHED ROCK IE IN = 155.42 2.) INSTALL STEPS W-€N DISTANCE FRa.I CATCH RASIIy 12"- 2"-0" CRUSHED ROCK IE OUT • GM TCP of GRATE T3 FLOWLINE Is cqq G. e��s5 155.42 'Q �� X GREATER THAN 3.9 159.00 W/ 2.75" DIA. OR;FICE :,=- �- WIER PLATE EXPIRES DEC. 31, 1993 S.W. BURNHAM ST. , TYPICAL SECTION I ,�"X 2 °-usTM A-3�1 BARS GUTTER CATCH BASIN .158.50.- NOT TO SCALE r1 L� i_LI Ci c c. �� .zl ORIFICE 1/ " . ,, C/L 2.7i DIA. " ORIFICE IA. >- 2 Q i CENTRE BAR WIDENED TO 4" FUR STRENGTH 3.58' N '� c-c CAN PEP ON FOR NLL1 ,...;..... e CONNECTION FOR fm N 0 12' PIPE 1,854" pwz N JX C±\ ww155.42 - -Unifi�J Sew©rag Agency � 1/2„ � W ;o � Q TUALATIN VALLEY FIRE & RESCUE 24 Li...1 Q Csi PI o + --I d v)m �o STATION 221 I C) CC 1- ' ® zm _1 , CO Y Q o 0_ o U ODU mCe` LYNCH CATCH BASIN DETENTION STRUCTURE w in 20 10 O 20 40 z a ® cni =N O o I 9 CC �� _o wv W z NOT 70 SCA,.E . ��■_ - N cn Z_ z LA., �' o RcMO�E cc w J E5 ce a 0 CONSTRUCT 53' RE O CB 2 r, w _ RECORD DRAWINGS PREPARED Z i o I- Y W m N �' ~ Kz COMMERCIAL DRIVEWAY RiM-157.35 �' 0 0 z 1- m rCC W $c) C/L STA. 41+93.22 Q TIGARD WATER DISTRICT FROM FIELD STAKING DATA Q cV 0 LEGEND: _ J��� �� �°, � _imm �a -'� Rt;�,ovE E �.� AND AS-BUILT INFORMATION LU NCe CB: CATCH BASIN N N�N a W ri �� Y �� EXIST. CB R o PROVIDED BY CONTRACTOR. pC Z Al" NOTE: FOR ALL STORM DRAIN WORK OUTSIDE OF z �c,,,,� �„ z Q RIM-157.85 \?� �� RIGHT-OF-WAY, SEE SHEET C-1. Li.I.E.: INVERT ELEVATION o p 3 - 23- 94 SS: STORM SEWER + • . u. ni zIL �' Ali■ 2CD EXIST. SPOT ELEV. �`t DN o " REMOVE PIPE & 0 pl DATE ® �"' x 156.12 r� �m N IE 4 =149.70 - RELOCATE ,,, Q 0 t.•f AT R w cn PLUG AT C.B. / No_PARKING/ 2A- ;7oEXIST. CB EXIST. CB o INSTALL " oz EX.G.B. PLACE SIGN ( -.I I" Oa RIM=157.06 RIM=157.74 • O /�I IT r C -�G;1• GO r I G -MCA CA �„00 cn F 31 L.F. 4 PVC ® -� c�,ci�i�ncr�T P��CE III / o V Onni . 1.0 _ .�.� $"riti I.L..-r.»-...� 2A-114 I '� �-J p i 2% SANITARY SEWER FAt3121G uNDE12 I�lx I G /_._ 0_ I INSTALL 15"OUT LE.=154.89 Q EXIST. CB / • ZYq LATERAL I GRATE WW V �� �, 4� 6" DIP ® 1 o R 'N; ' RIM=156.61 R/W • I ! IE=154.61 NEW S/W EX ST. S/W NE'/J APRON EXIST. ( 10cWALK EX'ST. ID/W -� Z i \ I II � NEW CURB � NEW CURa. EY,IST. CURS A156.98 I -• R/W I x 157.14 i'= !! I� 157.04 157.20 EXIST. CURB • 0 157.09 157.40 157.47 �, LLI 156.4 \ 156.91 ■ 2AI-88n c / 4 157.15 �� y-�_ ��---j- �_4�-.� �.-� �`/' - - - -- __" ccsl .- :�_�-- --.ii. -zt-f7-..: �.�-�-�- 'r- =-i`1 =-EIL-IC -=r$-� 157.56 157.65 _ Q _ �- -: ,ter- �- Cr ��� i6 9.0. I T. SD 157.47 157.40 -� 8 � 157.30 u� >�- - ��� 1 EXIST. 8" SD 157. J ID EDGE OF PAVEMENT <o u I cn / IIIIM 156.67 157.04 157.25 I 0� / 157.65 (11 44 157.74 x157.89 45157.99 x158.04 - 46 X 58.06 x 41 © x 42 ,�57.44 z*� } - I 3157.52 157.-3 _\h EXIS• T. S.S. ._ _�_+_�� _ _�_ - ! ,-.-. - - �- - __,__ - ~ ~ I- CO NT 4" WHITE FOGLINE IE 4" = 149.06 ` 43 89` 2A 86'-� - S.W. BURNHAM ST. 0 O FROM STA. 41 +33 TO TAP 8" S.S. 157.88 © EXIST. CB.� '� 157.36 157.47 157.59 157.66 157.66 157.02 156.12 156.27 % o STA. 42+53 __ _5- �®- _ __ - _. 156.98 xx x x x n z *156.83 S EXIST. 8" WATERTi / s n oOU E ecc I 8"x6" TAPPING TEE ■r EXIST. CB Qw I W/GATE VALVE & TB RIM=156.40 co !- O n EXISTING x o z 8940 S.W. .EXISTING 4111 P LAN STREET LIGHT v ic-ci0� .N BURNHAM .o_ STREET LIGHT EX FH ' - o> _ ; , SCALE: 1" =20' 'Q' a) ci X W �`� w _ - 50' V.C. - 50' V.C. 0 cs 3r 50' V.C. ¢¢ �- CO Ti..;_ x ~" � - M d. - a�_ , • - O�Cn_: �ap_ � � � � � f I I i i � i i I � I � I i ; � I � ,re) ini .� W C z} ' a,,Y I � I I I i I { I I I I I I 1 I I I ! ! Q W,J ��. . � 1 I � a . } I 1 I I I I ! fir I i CL'�-' 1 I � I t _ 1 _ { .-i , -I(} N. __ �1� --i-1� . . : . , . .__ u W •C \ ram- I O �' ca - _ _.- oi u�- --- N : . : _+ j ---,EXISTING PAVEMEN7� - -1•-•In-- -In- .4-It>- . . . . . - W> w iE ~ � - �_. - . .-._ _ .-- AT 'STORM', 5E ER_ _ vl- - - - z *0'1 0 159.00 v II p - . p-+ II - II II-- - . • c - Ii- TOP OF EXIST. CURB-- _ . . _v -} II - 5.. z cm II - -- FINISH D GhtADtr-. - II- U_ _ c} _ ♦ ® 'TOP 'OF 'CURB-- -o J ---> _' CNI - - -_ i ._ .-. ._ .-- �- �- - Q. + • r , t- J J *La- W-. CL L�l - 0.-L�iI- ._� z •��l_ _� . l- . .-..1- ! • } !-. . -a �- _. w ! - o- w. oz w ; . ----- •- 158.00 o -. I FINISHEb }GRADE: I , , . I t _ ' ^ -1_ : . ' . • - ! _._.- -T . .. Z c� 158.00' f - -'® 'EDGE 'OF PAVEMENT. . . . - 69;- I 0.5�---- 1 - +0.5%- --- -- _ _ Q cc N = - _ ; 1 1 • I • I ! • • fi- --I --__-, . . _ . . . : : : : . - - . ._. --I • _ - - • - " _I157.00' L. z �,.,� o 157.00' - - - --- • - Ar�ANDON •-,1 Z -CO 5- II - .= .- - -- - - -• , . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ro oa T -741 _ : +-LE 1EX1S1• a :__.___ ABANDON EX 1_ '_.•._ PLACE-1I • . - . . . . . . : . . . . . . : . . . . . . . : • • : : T156 OEXIST. 15" �" ~ w 156.00' - REIJ i I ! . . , „,; 8 CP IN PLACE - ; -.1 L-�- _ _...� __ _-_ ---�••- STORM DRAIN III • L. I I . . t 0 •-_•o - • • - - - : . . ... : : . . . . : . : . . .. . . . . . ! . . -• •"-.-I -I ---I--`"_`" .-}�-• : )_.1 : : . - : i W �. o w LiJ - - l IY -71 LF. 10 C.P. ® , , , . . .CV-- r r= • --t..L_-__'-= •- --- .� 1 L 55.00 _ W - W m (,/) 154.00' -1--:---:-- -- ------- ------- - • - - - -- - -• - - --- -- - ._- • -._ - --.d-. . . . . . . • • : : . . . . . . . . . . : . :- . : . : . . . . : . : . _ . . . . : . . . , • _ t • : . . . : . : . ' . • : ' J '�'r �' o ICC L'Ll'e- -- - _. A. iri • - - EXISTING 8" C _ . . 153.00 •• !ill 5 - . - - _ . 152 00 • o _�.� _ - �L , ao. 0 •- . I- - - - - - - 5100 151.00' - • • - . . . �W ♦ . . . . - � � , ' . _� �� � o - - �- �-� - : . m . . CO--� � O. 10 Q - t/)-- r ¢vi In°n Q= - J - - • • -_oT �- cn a ,ii �i J II II �'• .• -• W_ J Q, - - • " . . . -- 150.00' L. 150,00 ---- -- co-------- __ . . . .. . . . . . . . . . . . . .-cn_. . - - _, '� In In . . . . . ; . . 0" II _ I-- �4 It �- • - CI 6 _ o -. _ 4Y __,_. ._- OIi r- II - - , . • . . . . . . . . . . . . . . . - • • - - o -•^ II - . . . . _ . . . - -- •- U.- - - . . _ . . . - ~ (n - U. o co 149.00' __ vi. II - - II I �- -� p Z 5- �- • • _ z z z p - X- - X 149.00' �-w • : - : . : . -• -�-•w__ - 'Z U- ,_ w ILL N� __ . • • _L�J- w w w w - 00- °� °°: : :- : : : I ----- • JOB NO. 09302 148.00' . . . . . 148.00' I • i i : l ; : 1 : 1 . . . : . : .-; . : _ : . . . ; _ _ �� I _ _© © . . DESIGNED RWC . . . . . . • _ : I I I _ + } 1 , : : : « . 1 : l 1 : ! I : 1 : I : l } : 1 I : , : I i . . ! I 1 1 I r : -- DRAWN NLO i t i i I I 1 I O COMP. DGH - t O Op �O Op XI' �O Op 00 Op �p �p OO �O OO �O �O 60 �O 00 x�0 xpLO x00 x�0 x00 �x`LO �x�0 hx00 �x0 �OxO CHECKED GGB Ix DOx tx tx Tx be tx Dix tx�x Dix box IX (tic t,5x IX �.5x t't tx b, tc tx o� 1x 1x , 'JDtx o� DATE FEe..21992 PROFILE OF EXISTING SHEET NO. PAVEMENT AT STORM SEWER C3 SCALE: 1" =20' • VERT: 1" =2' DRAWING NAME: Tr09302-02 DATE: 3-16-1993 TIME: 0990429 OF SHEETS -e0 3'�a°T /308 5,3' -64663 (�ii C - ' ' -- -•-i1iiiiTT?TiT1ii ii? iFT11'111i , i i t. i ' -- - •.- t 1???ll? ? i � +i? liii?il i� � r i ,1 r�i I T�L� i ' ' I i i , i ! 'i�i 1'11'li_1 1a1.1 1-t-�F'�]�.�'f-� i 1� 4 �1-1 IJ1I 1 i I �tt I t t- � �• � � I I�i!I IL i i ITr l l l l � � '-is r � ', a • _-T_--_T-ram;1iT T i r 1 Io r 1 :LL 1 L 1 I S ! 1 Fi ! 1 ill 1 , I1131 I 1 ye 1 I I wI I . f •_7_-_ 1 , L•-. . . I -. , • 4 1 • ' I ' , 1 1 REVISIONS NO. DESCRIPTION/DATE BY PER CITY OF TIGARD NLO FACE OF CURE • DRAINAGE &LOCKOUT i IZECARD DWtS. 3-23-9a NLO 1 • WIDTH OF STREET 3" I.D. PLASTIC PIPE #4 @ 24•" '26'6•' MAX.2vit " MIN. (' j6'. /W LINEI WITH COUPLING R/W SOTN WAYS DRIVEWAY I" R 6 I/2 R it '� S' MIN. '� / - " CURB JOINT A I / _ 2% SEE NOTE 5 —~ - T 1 IN . ... ROAD + r• . • .,. • OPTIONAL ' __`. I WNW BUILDING SEWER PIPE, SIZE AS EcIED I SIDEWALK ','II�11ITS1C= =III=tU= ' IU LOCATION FE ROAD • • • I'' II � gcils) • --- CONTRACTION JOINT .• -•--L�__- 2' OF 3/4"-0 l • B EXPANSION JOINTS B -'"- `COMPACTED SUBGRADE PLANT FABRICATED TEE FITTING BACKFILL 2X4 EXPANSION JOINTS O►1 SEWERS 18" AND SMALLER. A _ FIELD TAP ON EXISTING SEWERS AGAINST PLUG TO CEO PROFF SIDEWALK CURB JOINT A •, 1/2 . SIDEWALK ADJACENT TO CURB AND NEW SEWERS LARGER THAN I PREVENT PLUG S�� QIN�+ ��/ MAX. -tD THAN 18". I BLOWOFF a SECURE ��6 8 •P 02 • • 2X4 IN PLACE WITH , S' �.` C I �...� • , 6 • R/W TRENCH BACKFILL. I/ — • •A, 44-1 3 0 MIN. �0 .. FACE OF CURB . SEWER MAIN 3 - O MIN. 4 S' MIN. \6'k— 1.10 OR LATERAL PLAN 2 '-�o MAX. 26-b MAX. BASE COURSE • '• PLAN — EXTEND AT LEAST qy G. gL\55 2 % GROUKO 12 A8'OV£ SURFACE . 9i• ROAD / SURFACE EXPIRES DEC. 31, 1993 - I - !/2" EXPOSURE I. FOR DESIGN SPEEDS GREATER THAN 40 MPH THE EMERGENCY MOUNTABLE P1=iit•a• rSE (E NOTE 5 i MINIMUM SLOPE FOR • -if- O _ —�1 -� CURB CS-300 SHALL BE USED. I J+ 6 PIPE: 0.010, FOR USE EXISTING EXPANSION JOINT OR 2" OF 3/4"-0 411 PIPE= O.020. • SERVICE CONNECTION SAWCUT AND PLACE COLD JOINT. 2. CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 PS.I, AFTER 28 DAYS. COMPACTED SUBGRADE MARKER: SEE DWG. NO. CS-306. ELEVATION B-B EXPANSION JOINTS . SIDEWALK AWAY FROM CURB • A. TO BE PROVIDED : - MAGNETIC TAPE I AT EACH POINT OF TANGENCY OF THE CURB NOTES GREEN w/BLACK LETTERS (WASTEWATER) AT EACH COLD JOINT . GREEN w/BLACK Lt1ItRS (STORM CRAM) W 'z Z) I. CONCRETE SHALL BE 3000 P.S.I. AT 28 DAYS 6 SACK MIX , SLUMP RANGE • C 3) AT EACH SIDE OF INLET STRUCTURES. OF I I/2" TO 3" • p STREET ' �m1 ---- ; 4) AT EACH ENO OF DRIVEWAYS . PLUG •,:• "'"• ` ¢ 5) AT LOCATIONS NECESSARY TO LIMIT SPACING TO 45 FEET , ........------ 2. 6" PANELS TO BE 5 FEET LONG 10 GA. MESH B. MATERIAL TO BE PRE - MOLDED, ASPHALT IMPREGNATED, NON-EXTRUDING, • IOW 1 0 I-I/2" ABOVE 2" OF 3/4" MINUS WITH A THICKNESS OF 1/2 INCH. 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES , 1�� : �i,♦G':��l �•' • /W� • BASE A-A 3. CONTRACTION JOINTS . UTILITY VAULTS ,WHEELCHAIR RAMPS, a AT SPACING NOT TO EXCEED 45 FT. !``�; �1� •• °� ii SECTION • A. SPACING TO BE NOT MORE THAN IS FEET . .�• •� AS4SP'ECPI SPECIFIED MATERIAL B. THE DEPTH OF THE JOINT SHALL 8E AT LEAST 1 %•' INCHES . 4. FOR SIDEWALKS ADJACENT TO THE CURB a POURED AT THE SAME TIME AS THE • , ••-• �� SUPPORT TEE WITH 0 2 CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. I/2"RADIUS. .�=,ira �Y i" "- W �" BEDDING GRAVEL, 4. BASE ROCK -2=0•OR3/4 -0- , 95 % COMPACTION. BASE ROCK SHALL BE TO MINIMUM 2'0" WIDE . SIDE Q �J.1 I. CONCRETE SHALL HAVE A MINIMUM BREAKING STRENGTH OF 3000 P.S.I. SUB r GRADE OF STREET STRUCTURE OR 4" IN DEPTH , WHICHEVER IS GREATER . 5. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE AFTER 28 DAYS , 6 SACK MIX . CURB IS USED OR IF SIDEWALK IS INTENDED AS PORTION OF DRIVEWAY . • N 2. CURB JOINT SHALL BE A TROWELED JOINT WITH A MINIMUM I/2" RADIUS 5. DRAINAGE BLOCKOUT - 3" DIA. PLASTIC PIPE . OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 INCHES . LU N Z ALONG BACK OF CURB. . A. I.D. PLASTIC PIPE WITH COUPLING. Cr 3. EXPANSION JOINTS SHALL BE I/2" PREMOLDED ASPHALT IMPREGNATED B. DRAINAGE ACCESS THROUGH EXISTING CURBS SHALL BE CORE DRILLED OR CURB 6. DRAIN BLOCKOUTS IN CURBS SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3"DIA. PLASTICIMMII z CO MATERIAL OR EQUAL, EXTENDING FROM SUBGRADE TO FINISHED GRADE. SAW CUT VERTICALLY 18" EACH SIDE OF DRAIN 8 REPOUREO TO FULL DEPTH OF CURB. PIPE AT 2 % SLOPE CONTRACTION JOINT TO BE PLACED OVER PIPE. BUJ I L D I NG SEWER UM 4. SEE DWG. NO. CS-300 AND NO. CS-305, 0 WASHINGTON COUNTY CURB NON - MOUNTABLE WASHINGTON COUNTY ;f- W 1' J COUNTY ND USEC NT F LAND USE —1 QNT OFLAND USE COMMERCIAL DRIVEWAYDEPARTMENT OF LA �rDEPARTME O CONCRETE SIDEVIOALK^WASHINGTON DEPARTME FOR USE ON MEDIANS _ to AND TRANSPORTATION AND TRANSPORTATION AND TRANSPORTATION J I-- ,• , 1 1 I 1 1I Of Washkt'OtOA < 0 Lona DATE CIVIL ENGINEER DRAWN APWA NO. WASH. COUNTY NO. I DATE CIVIL ENGINEER DRAWN I APWA NO. WASH. COUNTY NO. I DATE 1 CIVIL ENGINEER DRAWN I APWA NO. WASH. COUNTY NO. fI/7ldGg.. 2 RV' t,•a9 NONE DW-20I /1/.//d6 ii•w•-. d -- aL5 I.455 18 ( MOD.) CS- 30I /iiieue Y�.•yw�• AEA 6•>35 NONE CS — 305 • Dw�. rvo. 300 © .� - Z Ci I I - — - Q _ . 1 a CIONIMID PVC SADDLE (TEE) FILTER FABRIC MATERICAL 36" • I I MCN, 3" A G IN 2 LIFTS USE STAPLES OR STRAP RETAINER RIDGES I • WIDE WIRE RINGS ROLLS, STREET AREAS OUT OF STREET AREAS TO ATTACH FABRIC I W CUT WIRE 91 I 11 1 cxI;;TINc :•.• , 1'--"'�= RUBBER GASKET SECTION §r!'f; / 7• x 2" BY 14 GA. WIRE _ , - - -- I `r:�.2 _ RESURFACING a FABRIC OR EQUIV. L \ - � `.--; / 2•OF a/.4•"-0"—�: '• ;• 6, ::r•" : '= _/ / - - / j ■■■■■■■■■■■■I ` / S ( j� ■■■■■■■■■■■■i I - SEWER PIPE • /�j • • / / . A • N ■■■■■■■■■■■ • , • STRAW BALES STAKED WITH °• • MEMMEMMOMIMM ••••■••••••� � .. •-� TWO STAKES PER BALE � ` •• ° .' •• ' ,�/ • ' ' . : / ,,.„_ ■■o■■■■■■i, /A9MINNINNEFIPIN i ' , ; ;• • 0 in II`"11 rEtil IIAIP, II i All04 11— ~ •••, • •• - • - _ • .. /// I— • `° to . , - — — - - - 3/4"-0 GRANULAR .• • ch 1 (•1_---- 6' MAX —�I 1 OVERLAP CORNERS aAcxflLL • . o °•. o V C C7 Z W z} N U U STAKED STRAW BALE ETA • :`7=SS STEEL STRAP •. • '�/ a O Cg W W s� vLu CO W f s 2" x 4" WOOD POSTS, ; + • • . • •a o 1 v. •'� gx _ z oo STANDARD OR BETTER '' w fi o tu OR EQUAL ALTERNATE: I FILTERED WATERI °'I ' ` ° t>_ _ co.o - o. .o. • • o Q CepW • .. Z STEEL FENCE POSTS RUNOFF WATER WITHIIII '•SEDIMENT x PVC SADDLE SHALL BE ASTM 3034 SOR 35 a o• . — °'• ;° cc • o —� x PVC COMPOUNDS SHALL 6E ASTM DIT84 WITH CELL CLASS OF I2454-8/CIoN`" o •o0 0 .° Q Z a) =to FI TER FABRIC MATERIAL - 'i.� . -�� L d� . o. ( o = Q o L J !tM OR 12364-C o' ° Z JZJl-; 11 - O. C� o —' - — ` ' x. ALL ELASTOMER I C SEALS (RUBBER GASKETS) SHALL 6E ASTM F47T o ,+ • � ' •°•° o � � U a2" x 2" BY 14 GA. WIRE +� I Jl• HJI SEDIMENT FENCE x STAINLESS STEEL BANDS SHALL BE 300 SERIES. FULL 9/16' WIDTH BAND, m `r " •' o •o , ••• ° Q ■� I-- FABRIC OR EQUIV. I cv COMPACTED SOIL TO 'r;11' Q Q FABRIC S/16 SHOULDERED HEX HEAD, SLOTTED SCREW AND I S CAD I UM PLATED. 7 �' `o' - 'o o •• j �� I PREVENT PIPING 1 w•• 11II �1t=iT�Tr T CARBON STEEL - PIAEDASE I I I 0 LU , 0 W _ _ b W I I—I I—I I= ``r, � In x INSERTION HOLE SHALL BE CORE DRILLED. • 1 CO • ,.—III• Q OAF$/W MADAMS!N ST ARD, C HAY STRAW BALES L IF3/W Nsrn e CURE, FILL. ROC• TO 2.of C/1Y 13 NOT AGAINST CURD, FILL ROCK W •— O ao ---"H 8" H t N.T.S. 2'BACK FROM CURD • IL PIPE BEDDING :AND 2 n CITYOF.TiG,AI� BACKFILL DETAILS O o SEDIMENT FENCE PVC G A S K E T E D f unified DESIGN �Y AFPR•CMEO $Y I DRAWN !�Y �.+ UfA f r .,,,.yAb. ',��, OREGON Fta '�♦♦ CD N.T.S. SADDLE agency • °� ' M GATE DRAWING NO. `/ • Z DRAWING NO. 350 NT5 5/50/55 5-z W O w © QI RI 3� I 0 3 • 2 U. / �, I. COMPLETE RUBBER SLEEVE (ASTM'C-443) 0 , co ""'--.•."""'. INCLUDES A MOLDED SEGMENT THAT HOLDS - j IT IN PLACE. O ""� ---CONCRETE PIPE JOB NO. 09302 DESIGNED RWC 2. STAINLESS STEEL BAND (9/16" SERIES 300) DRAWN NLO -..al SECURES HALF OF RUBBER SLEEVE :C THE RECORD DRAWINGS PREPARED COMP. DGH NOTE: ALL INSERTA-TEE HOLES SHALL BE MACHINE DRILLED. FROM FIELD STAKING DATA CHECKED GGB DATE MAR.11,1993 AND AS-BUILT INFORMATION SHEET NO. 7 3. PVC HUB (ASTM 3034 SEA 35) PROVIDED BY CONTRACTOR. DRIVE INTO CENTER OF RUBBER SLEEVE AFTER SLEEVE I S PLACED 41/- unified - 2 - 4 C4 IN HOLE• INSERTA - TEE UJA :f DATE • agency DRAWING NAME: T109302-03 DATE: 3-11-1993 TIME: 10158139 OF SHEETS —TO 'r,�DT'j 9 3/� _164663 i, '�" li ' �1 i IT T �I� I' i(I r r, i , 1 �� t 1 I Iri I 11 -- - _' _ -1-! I ! i 7 if 7i�- .•{ Ii fII1] I111 •1 ( IiFf1 ' IN-4 i• 1-i -1�i�•: 1•-' �� 1 �1 1! I11 1i tL101i I1 I , f fill It l-. 1-r-:+��-- T---T--�- i t �„ 111 i,"'�19J111 i -i it- LIST OF MATERIALS-TOTAL PROJECT `- INSTALL 6"MJ 90°BEND AND 6"MJ GATE VALVE. - - ° 6�' TJ'Ol pip+a, Class 52 440 feet REMOVE 6"MJ PLUG FROM EXISTING 6"MJ TEE AND CONNECT 6��D1 TO EXISTING TEE 12" � x 6" MJ tee 1 each W/6��MJ GATE VALVE. 12" MJ butterfly valve 1 each 12" MJ solid sleeve ( long pattern) 1. each 0 END PROJECT 6" MJ x 6" Fig tee 3 each 6 , we IPT tee each WITHIN STREET Rrw. OUT STREETt R W , 6 valve 2 each ro � EXISTING F.H. ASSEMBLYAs A�ovEO BY DISTRICT ENGINEER Z ' 3 each EXISTING 6'�D! RvciG Tp �° 6 ,� �.:�lg valve CLASS ' "ASPHALT ,� ' 1 each {fit mATeti ExIstiNG, EMECNEV holdng spool IS GREATER.TACK ALL E*xPr " spool 1 each MATERIAL. -- •. sAWCUT A.C. 6`'+ FI' :5;y:!:dholdling 1 each 6" MJ 90°' bend. 1 each TO SW BURNHAM ST -� .,: , Mueller fire hydrant 4 ' -0" .�� "!ra� �, 71777771. ;,., �i. Y bury 2 each (P---- ONIAMMINNUO 111111111111•111111MOMMI 6�� ; � 3/ -0 crushed rock 1 20 tons i11 aT,i j c�Ass a 1 -3/4" crushed drain rock 3.21 tons i . ..>t ,j ;r,. f ALcAto LL 9 yards .Lill G'S. Girt to be hauled off site Y ILA 1 .• .'. er ,.v 1 Asphalt replacement 1 .6 tons 3r4'-0 CRUSHED % ROCK BACKFILL t:: 4 / , ,,, COMPACTED TO 95% �,s (PER AASHTo T-99) ;. ' ' COST ESTIMATE FOR TUALATIN VALLEY FIRE & RESCUE PROJECT �' I44,,, - .. !::,94, /r.'4 200 feet of 6" TJDI pipe @ $6. 1 3/ft $1 ,226.00 - .. 1 - 12" MJ x 6" MJ tee @ $148/ea $148.00 ° 1 - 12" MJ butterfly valve @ $51 1 /ea $51 1 .00 r.N \ " 1 12" MJ solid sleeve @ $97.21 /ea $97.21 -• : . 3 6" MJ x Flg tee @ $86/ea $258.00 V re 2 - 6" MJ x 2" IPT tee @ $50/ea $100.00 _� .1 • 1 - 6" MJ gate valve @ $180.55/ea $180. 55 6 (� �.. 3 - 6" MJ x Flg gate valve @ $180.55/ea $541 .65 1 - 6" MJ x 2'-0" holding spool @ $45/ea $45.00 PIPE BEDDmme ANC PEP zar 1 - 6'' Iy'(J x 4 ' -0" holdding spool @ $63/ea $63.00 MATERIAL Ct?MPACTEb �O 9 o 1 - 6" MJ 45° bend @ $47/ea $47.00 SD �'`' 2 - Mueller fire hydrant 4ft bury @ $61 0.41 /ea $1 ,220.82 1 ( b."43)::: I 1 TRENCH SECTION DETAIL41.141 55 tons 3/4"-0 rock @ $6.40/ton $352.00 3.21 tons 1 "-3/4" rock @ $5.70/ton $18. 30 I : 1 L---------- 43 yards dirt hauled @ $1 .50/yard $64.50 co 1 .6 tons Asphalt replacement @ $130/ton $208.00 TOTAL MATERIAL COST $5,081 .03 DETAIL No. IOC LABOR & EQUIPMENT ESTIMATE FOR T.V.F.&R. PROJECT 680-K backhoe 18 hours @ $28/hr $504 .00 HYDRANTS TO BE MODERN MUELLER CENTURION A-442,6"MJ,5 I/4"MVO, 580-E backhoe 4 hours @ $1 8/hr $72. 00 3 PORT-TWO 2 in" ST HOSE .. CTION AND ONE 4 I/2"NST PUMPER, 10-12 and dumptruck 16 hours @ $22/hr $352.00 INSTALL 6��AJ x FLG TEE �WM 6� 6++ i I tI/2"PENTAGON OPERATING NUT,OPEN LEFT, COLOR'YEL.LOW. 1-ton utility truck 8 hours @ 9. 50 hr MJ x FLG G TE VALVE, 6 x 10 -____ ______SD_____ ('(( SPOOL AND �- $ / $76.00 2 0 HOLDING2 p Air compressor 1 hours @ $10/hr $15,00 cut-off saw 1 hour @ $7.50/hr $7.50 FIRE HYD. `,o\ IN,AND if OR compactor 2 hours @ $6/hr : ,DeACK $12.00 / 5 ++' . K hand tools flat charge $3. 50 2'-0"_ 2 - Flaggers 8 hours @ $20/hr $320.00 AtArAr C-N I I INSTALL 6"MJ 45°BEND ( 4 - labors 24 hours @ $20/hr $1 ,920.00 TOTAL LABOR & EQUIPMENT ESTIMATE $3,282.00 / . " ! *TOTAL `COST ESTIMATE FOR TUALATIN VALLEY FIRE & RESCUE $8,363. 03 3ORamAssustx LESS MIN. p :,4..„,7atT ,i*ruR PAVEMENT * Estimate does not include water meter fees• fire sprinkler fee; or 12% TWD development fee. ./ priattaamo ammummoun• ..mmiN t 0 I ) I�mot :. W. TAR BEFORE L MJ GV i 3J43fr OF "-O i' �z/ FEI M1I. j�,rf - .'It • ., , ADDITIONAL FEES FOR TUALATIN VALLEY FIRE & RESCUE STATION 221 `�091,“,,4 � - =eat MI N\ ( I a Fire sprinkler fee $1 , 250.00 i�i t. fi; �f ���'«f a :t ,t a Th.i 12% development FLOOR ELEV. 159.5 fi #. f.f 11 1 . r ,z fee based on cost estimate of I. 11 ,ay�ti{"�T.» .a ( -f : z F.`� ©,3 3•4./ 1 ,V V 3• 5 *' ' :.M1 v'vld7�1A64 1 -,,y.¢ '-1!' .,1 " n ,�1`. ��i,'*`` -,' i r--2z�l?�".."�lt 3B } a -t 1 $ - 6 3 . 3 ��� , I a 2 1 water meters @ $4940/ea $9,880.00 Less credit for two existing meters @ $845/ea [$1 ,690.00) CL 6"I J x MJ(LENGTH MANY WITH MJ x 6"FLG TEE (SEE PLAN FOR MAIN SIZE) TOTAL FEES DUE $10, 443. 56 -4"x 8"x16"CONCRETE BLOCK J 1 I V2 YDS OF I V2"-3/4" DRAIN ROCK ** A portion of the 12% development might be waived I ( 1 BY PRIVATE CONTRACTOR = `� STANDARD ,FIRE; HYDRANT "TAIL,. N 6 D.1. CL.52 FROM VALVE TO INSIDE DETAIL NO. 101 BUILDING. FIRE DEPT. CONNECTION SD INSTALL 6"MJ x FLG ! TEE AND 6"MJ x FLG . \ GATE VALVE \iii: i .....--1 - -.) INSTALL 2-6"MJ 2"IPT TEES • r (SOUTH) AND 6"MJ x FLG TEE Z (NORTH), 6 MJ x FLG GATE VALVE, of fi'MJ x 4' 0�' HOLDING SPOOL ,AND co CONSTRUCTION NOTES FIRE HYD 1 . Allwork to be in accordance with A.W.W.A. standards. MATERIAL COST ESTIMATE FOR TIGARD WATER DISTRICT PROJECT r) I1/2" METER 2. All work to be accomplished by Tigard Water District personnel, 240 feet of 6" TJDI pipe @$6. 13/ft $1 , 471 .20 77 I V2'+ METER = SD except for the fire sprinkler lime and the FDC line. 1 - 6" MJ gate valve @ $180. 55/ea $180.55 �' 3. All pipe and fittings will be ductile iron, cement-lined. „ �, �_x.,. SCALE 1"=2d 1 - 6 MJ 9 0 bend @ $5 5.2 5/ea $5 5.2 5 4 - o Pipe to be Tyton Joint; Ductile Iron, Class 52. '~ ° 65 tans 3/4"-0 crushed rock @ $6.40/ton $41 6.00 + - - - - - - - - + 4. 36" of 3/4 inch minus crushed rock cover for all mains (min. ) . 52 yards dirt hauled @ $1 .50/Yard $78.00 5. Poured concrete thrustblocks with at least 8 square feet of TOTAL MATERIAZ. COST $2,201 .00 bearing surface at each tee and bend location. 8" " Nlii 6. Fire hydrant assemblyconsists of: 6" MJ x 6" Flange - - - - -- 0�_ - --? so - - in, - _ --i, tee; C o 6" MJ x Flange gate valve; 6" MJ holding .s l. and a Modern �� _a._2. o Mueller Centurion fire hydrant, A-442, 6" MJ 5 " MVO, 3-port + �� ,10 rsV via roil '�v� INSTALL 6"MJ GATE VALVEJ (2 - 2 " NST hose connection, 1 - 4 " NST pumper) , 1 " pent. illimmfall einimplow 1111.11•1111MMINNIMIND SS-(1- 8" operating nut, open left, color: yellow. Thies Recos'd Drawing is made ava'slable h tl,e City of Tigard a puhli service, 460 ._,,___. .._. ______.(3 ss____C) ----___e. 7. Each fire hydrant shall be installed upon The rraateria!contained within this record Drawing is for rEference purposea only, D Y po a pre-formed a and�S,e Citgr makes no representations,warranties,or guarantees concrete block with 1 cubic yards of crushed 1 " drain rock. of tl�e accuracy of the material. 12" Tarpaper will be laid on top of the drain rock to separate rock �, . , t2 -' EXISTING DI �.... from earth cover. Approved By: Title:: G►.1�" - 8. All mains shall be cleaned and flushed, with potable water BEGIN PROJECT SW BURNHAM ST prior to disinfection. Bacteriological tests will be taken by CUT IN 12"M J x 6"MJ TEE W/12" Tigard Water District. MJ BFV (EAST) AND 12"MJ SOLID SLEEVE (L.P.) 9. Mains shall be tested at 150 psi for 1 hour w, th a m xirum loss I of 5 Psi. Static pressure = 100 psi, TIGARD WATER DISTRICT SITE PLAN - WATER SERVICE FOR TUALATIN VALLEY FIRE & RESCUE 3 - 93 SCALE 1"=20' SEW