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HomeMy WebLinkAboutTed Nelson Business Center - Phase 3 i . ENGINEER'S COST ESTIMATE: TOTAL COSTS• • 1 1... / 320 L.F. 8" DI 0 $24/L.F. $7,680.00 PIPE LINE $22,760.00 I 1 . . . . . • . 310 L.F. 6" DI 0 $18/L.F. 5,580.00 2 - 2" METERS 0 $7,705/EA 15,410.00 3 FIRE HYDRANT ASSEMBLIES 0 $2,000/EA. 6,000.00 2 - SPRINKLER CONNECTION FEES 0 $1,250/EA. 2.500.00 ,,-•,,',.. C ,T IN 12"x8" MJ TEE WITH , T .RUST BLOCK AND 12" MJ INSTALL 8" MJ 45 1 TAP AND VALVE AT EXISTING 12" MAIN 2,000.00 $40,670.00 BUTTERFLY VALVE W/SOLID • BEND W/THRUST 1 TAP AT EXISTING 10 MAIN 1.500.00 '.., -,.. . SIXEVE. BLOCK $22,760.00 MATERIAL LIST:. 1 . :, . .., • - z1111 vmi 8'' TJ DI PIPE, CLASS 52 320 L.F. 0 . . . . . . . -,:.= - •...... . . CONTRACTOR'S BID ESTIMATE: 6" TJ DI PIPE, CLASS 52 310 L.F. Z............... . .:::.„-:,,, '•::.iii.:i2:.. <:-,'• ::,-:, I. i 12" MJ BUTTERFLY VALVE W/SOLID SLEEVE 1 EA.I 2" IRRIG. TEE ( CONTRACTOR'S BID (ESTIMATED) $19,288.00 8" MJ 45* BEND 1 EA. C:: FDC Building D TWD (12% ADMIN., OVERHEAD, ENGINEERING) . 2,315.00 8" MJ 221h* BEND 1 EA. Li i„,.•.:iE:. i , ENGINEERING (6%) 1.157.00 8" MJ 11Y4* BEND 1 EA. . . . . • • • $22,760.00 8" MJ BUTTERFLY VALVE 2 EA. 1-1-1 8" FLG x MJ BUTTERFLY VALVE 2 EA. Z cv 8" 0\ ,-3- w-•••t,•„1•!--.1 0 ',..., ,'„,,,,I..:::::..:::. i - 1 Jr MJ x FLG. TEE 2 EA I . -1. ::. •:- -4----' I 8" MJ x 2" IPT TEE 1 EA. o) .„. ',„1-,,,,,..:: ::•• i C)/ INIO -•,,, ,. . ...2:...v.: , , 8" x 6" MJ REDUCER 1 EA. ',,,,,---..--- r\ .,•,2]:i•iii•i:, viz 1 ;'s . #€b 6" MJ 221h* BEND 1 EA. = 0 o h• ", • • • • • • a FIRE 6" M JH HYDRANT D FLGN TT:TEE 1 EA. IN ..„., 141. b°411? INSTALL FIRE HYDRANT ASSEMBLY 6'' MJ PLUG 1 EA. ,§77674 -1 CONSTRUCTION NOTES. Li-im Umi ICILI oLmujuji- 3z1;;"3:: 1---< ! I- oN ASSEMBLY - . •- 1"=30' 3 EA.. . ...... , „ _.... ',.•: .;, . . . ......„ . „ ....,..., , INSTALL 8" MJ BUTTERFLY ,. \i,. :- ., 6%C.'‘.- 0,s, _ ,VALVE, 221h*, 116.. - i..: _ 8'' MJ 1 lg. BENDS W/THRUT i,, :.:.:.:.:., , 40 L"---"J .... INIIIIIIIIMP NM =IMP MN ) \.. MI 11111111111111, MI 1111111MR MI BLOCKS. , .„„,:,•, •.:::.„.„.: , 1. AN ESTIMATED 12% OF THE WATER SYSTEM COSTS MUST BE ON DEPOSIT PRIOR TO BEGINNING Z , ' '',: •:•2i•.:2:i•• 41 6 N., zu-1 0 L.1-.1"‘ • < ,cr co N./ .....1),-----mt] CONSTRUCTION ON WATER LINES, AND TO RECEIVE A TIGARD WATER DISTRICT (TWD) STAMPED I-1-1 , :... . INSTALL 8'' MJ x 2'' IPT TEE \\ :: •i• ! • C........w, APPROVAL ON CONSTRUCTION PLANS. C _..1 co < szsN -3- (..- ct § d , . , ...... : WITH INSTALL Fi THRUST .i.MJB i224 BEND : I ., -: .. 2. THE CONTRACTOR SHALL MAINTAIN ONE SET OF TWD STAMPED APPROVED PLANS ON THE D Z 4 INSTALL 8" MJ x Fk.G. ITEE-i ,., .•::..:. CONSTRUCTION SITE AT ALL TIMES. • 0 %am, F... Lei (NI i E : W/ THRUST BLOCK,-8" FLG., x 1 ‘.• : ::i ,, Ns.9< .... ...... ,4- 0 -`ftk. ° MJ BUTTERFLY VALVE, i AND 1 „1-., 1 iN::'''l' INSTALL 8" MJ ) *\ 3. NOTIFY TIGARD WATER DISTRICT 48 HOURS PRIOR TO COMMENCING CONSTRUCTION, TO SET UP x 0) ce PROPOSED 15' WATER A PRECONSTRUCTION MEETING. TELEPHONE (503) 639-1554. is) 8" MJ BUTTERFLY VALVE. I '-if •:::::::::::•-.' I .,:::,'. FLG. TEE AND 8"x6" '4 -, ***-----.. . LINE EASEMENT - MJ REDUCER ( ..) 41111111MI N..........,.......... **a.*.........,_ """............. 4. ALL WORK SHALL BE IN ACCORDANCE WITH AWWA STANDARDS. 3 .......n..... i .... .. 5. ALL WORK WILL BE INSPECTED AND APPROVED BY TWD. ILL" . ....,.. , . , . ---.......... -.,...........LL'"*---, ...........,, (--, ,,I , .,,,, ",..3,--`, ;;.i 1,, ."-:.:/ s', i:•H.r"" '.:--,; 1• . 6. ALL PIPE AND FITTINGS WILL BE DUCTILE IRON, CEMENT-LINED. PIPE WILL BE TYTON JOINT F"'" _. i --------------- 1 -,,I :............ ".....7"-- 7.5 •'•-...,...,....... : ...„ ...........„7 . , ; ..-...... ... „.„ . ........ ---6" CLASS 52 D.I. INSTALL 6" MJ x FLG. TEE AND : DUCTILE IRON, CLASS 52 Z 1"- 6" MJ PLUG W/ THRUST BLOCK E 7. 36" OF 3/4" MINUS GRAVEL COVER FOR ALL MAINS IN STREETS, PAVED AREAS, AND RIGHTS-OF-WAY. W (..) •,-.:, "'-******** . ---....,..... ".""4*--........ ,„,„ .........,, ) . -,..„., , , , ....... __ -...,,..... 8. ALL VALVE OPERATING NUTS SHALL 3E WITHIN 36" OF FINISHED GRADE, OTHERWISE VALVE (..) , , ...-......-.• „. ,..:p \,, -...,,,,......., .........._ . Li) .•.-...•.:-.• :,-, • ' -,„ OPERATING NUT EXTENSIONS WILL BE REQUIRED. ..„, . ; .... .. .„ /Th -...,.......... . . , , ....... .., \ ... Z I. (I) 0 (f) \ , .... .. ,. ........ 4 ' ............., .....,_ _ 9. POURED CONCRETE THRUST BLOCKS OF AT LEAST 8 SQ. FT. OF BEARING SURFACE ARE REQUIRED AT EACH TEE, CROSS, AND BEND LOCATION. VII) 0 ..„, ....,,.... -'1"..., ,, -- Lij --\. ...___„....____ 10. FIRE HYDRANT ASSEMBLY CONSISTS OF AN 8" MJ x 6" FLG. TEE OR 6" MJ x 6" FLG. TEE AS 1-LI 1.0 La j 0 Z EXISTING PRIVATE REQUIRED, 6" FLG. x MJ GATE VALVE, 6" MJ x MJ HOLDING SPOOL, AND A MODERN MUELLER CENTURION . . ...... ... FIRE HYDRANT, A-442, 6" MJ, 5- .1 • MVO, 3-PORT (2-1h NSA HOSE CONNECTION, 1-41h" Z ; •::::::::::: N„,s., . FIRE HYDRANT Cr NST PUMPER), 1h" PENTAGON OPERATION NUT, OPEN LEFT, COLOR: YELLOW. Ct ----_, INSTALL FIRE HYDRANT TO REMAIN II-1 SH,ALL BE INSTALLED UPON A PRE-FORMED CONCRETE BLOCK WITH 114" CUBIC W hey . , ; • :?: E----'-•-------•-----------------------e- YARDS OF CRUSHED 13 N.. DRAIN ROCK. TARPAPER WILL BE LAID ON TOP OF THE DRAIN D 1-'- Lim • -----...„ • : i :,:.:.:.:.:. --_,„..„.„.,„.,..... • ........... ... .........„„,.... .......„........„„„....„...........„......................................................................................................................................., ROCK TO SEPARATE THE ROCK FROM EARTH COVER. CO '' (P` 41' Li..1 • :::::::::::: _ . .. . .•.•.... ...._____ _. _ _._• , , . 12. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OR 3 FEET VERTICALLY OF A WATER MAIN SHALL M #14,,C1 ›,...6 1"""1" . . ...... . , , „ , ...-......... , - BE ENCASED IN A REINFORCED CONCRETE -JACKET 6" THICK FOR A DISTANCE OF 10 FEET ON BOTH SIDES , 5.:•.„ %v.v.... LG. .... 1` •ICC : ' .,„,......_, ..,- • s - -,- ;•:-: - 1 OF THE CROSSING. WHERE CROSSINGS NECESSARY, THEY MUST BE MADE AT APPROXIMATELY 90' WITH Z .,,._:, AT LEAST 18" OF SEPARATION BELOW THE WATER LINE. ...„,,, „..,„...„ - \....„/ G----------- --i „ ,Ge. I i ‘,.. ...-. - 1 i ; ..._-.....:•.,................e -- „ , .„_ . „, „ . ..,,,, - - . ,....i.:., I :22:::::: -'---•• - --/-' 0 0 in 13. ALL MAINS SHALL BE TESTED AT 150 psi FOR ONE (1) HOUR WITH A MAXIMUM LOSS OF 5 psi.._....,...... ----•-"• , , , , ... STATIC PRESSURE = 100 psi. , - VII) , ,,.,..:„. 1 ! I i Ct- I- „. ....,...- , , 14. ALL MAINS SHALL BE CLEANED AND FLUSHED WITH POTABLE WATER PRIOR TO DISINFECTION. J L -:, ,..----- ..„."-•- BACTERIOLOGICAL TESTS WILL BE TAKEN BY TWD. La I' „- - .,..„- .,..---- .,- • . . . , .. ,,„ ,,,,• .„ , , ,., , • 15. TWD WILL INSTALL ALL COPPER SERVICES PRIOR TO BLACKTOPPING OF STREETS. WATER METERS WILL BE Z • , :.:.„.:.„ „.. :•••:, INSTALLED BY TWD UPON INDIVIDUAL REQUEST AND PAYMENT BY OTHERS (OWNER). OWNER TO PROVIDE ,.„..., 1,•.,,:::.::K:: i.-- ,-. ' PRESSURE REGULATORS FOR 11h" AND 2" METERS. , . in ...... pow r _ _ - l'-.:; i . 1 16. EVERY METER THAT IS USED FOR OR CONNECTED TO AN IRRIGATION SYSTEM SHALL HAVE THE PROPER ) r._.A._ all .,...., i C' ' OREGON STATE APPROVED BACKFLOW PREVENTION DEVICE INSTALLED AND TESTED BY OWNER. 2" SERVICES Poi ,---"' REQUIRE A MINIMUM OF A DOUBLE CHECK VALVE ASSEMBLY BEHIND THE METER. imam 17. UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, THE CONTRACTOR OR OWNER WILL A,- E ' WD OF THE TOTAL CONSTRUCTION COSTS TO WHICH WILL BE ADDED 10% FOR TWD INSPECTIONS, W' . ' ' LOSS, OVERHEAD, ADMINISTRATION, SAMPLINGS, ETC., AND 2% FOR ENGINEERING REVIEW, INCLUDIN - ,..:. BU4,0 •.. 40,„,D PROP4I 0 . . . . „ , , , i i 1 i . . DRAWINGS, UPDATING THE MASTER MAP, INTERSECTION MAPS, ETC. ..- ir .tow ose ' 4`7 447 15,504 470 S ,,,,, 1:`.::%7• i::::i:::.:: ia:r ‘3,19 :-' 1,, ZZ=„i,:: S•--''','., ,, :.::::.:•:_, ,,,, ..., , ; ,:::•:•:.: ,,--- ,„- , 1 i i i . .-- cjAVO--0.061‘es _,,, :.:,.::::::: .,.," , i •'-a< ok -cce‘se ____ ....- • -; :.:.:.:::: 25,..„, ..., , , - , E V4, i,e,‘" •es'E 7 Ns a a ..,•- t., • • • • M .,•-• .,•_, ,,- • . ..,,, MODERN ILL:ER„cENT Mak PIIRE 'HYQRANTD . . . • ' •• A-442 t B. ', 5 1/4 MVO, _PORT (2-2 1/2 NST,, - •';i1A 6e°\i‘eCt!'iscps, IX,'HOSE COM CU%,17 4 ii uPSt PUMPER),1 1/2- :.:.:.:.:.:. PENT OPP- NUT, OPEN LE' T,bOLORtYELLOW ..- 016 . t IN,s seC, , , ........... ,„.„,--- ..---, E ,,,-- .,.,,_ . ii-8" filtHIND BACK OF cum ,ct....,e5,,,,,.,„ 0, .....k, , ifo.--..--•.,,,..," •.•_•,, ..... ,.1.:r:•:.:.: .,..,.... ..,„,...-.........,-,.. ,,....-,... „,..,..,., X‘e(1 \Ne N),. ' OF -c. k 0 'A141, ' _ ....- -, , •-,- ' *.." S. SH UM AK ER „ ...... 6 op IDE WALK ON ve vf• ,, ofc'‘ • ,......- , ,IO .N.74.e- -' ' ,.,, - „„,„.,„.... ._„,....... 10 °S‘' " CHECKED BY: : , , , , .••..• t-,9" -.-- ------ Building C. .,.,..„,..,... . ti,„ ., K. KOROCH . .......- , _ ..........„..., .„ ,,,,„, ,......,...,. ,..,.„...„. . „.., . , ...... , . A, ... , , ........... _ ., • a • • • • • (\\N4..r ., - REVISIONS: • ,,,,. . () Ili _____,.: CAST IRON VALVE tiOX I. Z-2+---1:'DZ , ,...Th • , ;...„:„. (:::•••i i :. , (ASSEMBLY t--4 0 ME7-\ei 140 10 WO 1401W FDC -"------ i i .:i:•:i•:2 ) FIE . „ ra:srsii,,,:,...,,,,.......‘,..,,H . p.,,c,4r, , z.c20:: . . , • METER ,•,: ,, ,, ,--- 1 i i,-.:2.:.2, • b um gulf .... fir ii.. mmamlIllimmnmmommmnnnmm......... ..... =gm um Z. ' 1': / ;/,‘, ..-4:1 - - -'-' '.1,4t410'INAZILIEf.Wit*Wi i i .::::i: 111 i „-,gt-:•,-,-ir•r.'.-' r 7:' - -;-:'• - ,„i-) I :K::.::. 1- k,,,. ill 1' , -'-LW:';• • „, - COVER DRAIN n' - - . . .., , o -.. , , ........„. 9 < , , , , , ROCK W/ TAR PAPER iiiii , In g BEFORE BACKFILL ..- / mii.a f I & -u2 iRI,A-7-,,,,, _' n , . a , , ....:.,.. 0 :Li.. L.ive 740 w ,::, 1 '.',,,.,,f.--,, : i i s A Ti'.PY SE:WE? P.4% HYDRANT6,ipti jxFLGOUisvTLET .......„*. si....-.1*-- ...•,;,,,;,. ..,;:,.,g,1, ..E., EXISTING 15' WATER LINE to 1:11 '-::.' . ,\:?. EASEMENT (METZGER WATER : etfrilid 10" Ithd x 8'' FLG. TEE : i ,,, . , 42 • - 11, :;.-. ,:-.,-, J,.•r ..,:. DISTRICT). y AND 8" FLG. x MJ BUTTERFLY I - • .:.q;,‘, . -_______ , - -- i ,n, MACKENZIE ENGINEERING INC. ( ";',. tj a --.:I I.h! ,','....- '''''' 1992, ALL RIGHTS RESERVED VALVE WITH THRUST BLOCK ).. 1 „,... _ i .,00,-:".7...c*EXISTING PUBLIC T *'YlYLI THESE DRAWING ARE THE PROPERTY OF • . , ,.., . ..•:,'.! i''.A',#/./r'''''. '':: d'''TFIRO-E-R-Elvra,N.7 ,,,,.,;.,v,z.7.,',=:' -- MACKENZIE ENGINEERING INC. (M.E.I.) ••• , , ':- • --,- ,. . _, , ,Mripiwiall, - "41,'-',..,'::-:::.'iri,AN '' :':---- - - ,- ,,,---- --_,,..,v.. ,.,... .r..---1. i .,i - • - ., _ yr,..-_.:.,_ ._ .,4. AND ARE NOT TO BE USED OR REPRO- ... ...t,., li, ••1 - --,: --4"----" 1!,.4.,;' 1 , - --i• •..• . -,#- --,.:,,,,1, --,..,1•77,* .41. ,„,„i. ,,. ,..... .,„..„ :,... . , „:_. _,, , A.,,, DUCED IN ANY MANNER, EXCEPT WITH THE PRI0f2 WRITTEN PERMISSION OF M.E.I. E ' ••• ••. ' ..._..................„........................ .. := , ," ... ,;,' I tHril MAIN Vii- OW 6AFLO TEE ,› z . .: W1-,i .,- .--;--:----•-•:.- --;•:;!' '• ''-' ----....:-------------1,i _...,..._ z.., tst 6"MJ*Arid 1(6LISM WOOL oat 064,4 'FOR MAIN SIZE) SHEET - ,..„,, -4•-•,.,x, . <_,. „,,... , ...._ 4"10416" CONCRETE KOCK • 1 :„.. 1 1/2 YDS OP .-- „,,...sz .-3. -' ... .... „. ,...,. , ..., ,,..,, , ,, 1-1/2"-3/4" DRAIN ROCK :: :::.1 .i.i.L .i.i.:•- ----....,,,., REMOVE EXIST. F.H. , . , ...„.,,.. i I :•:-:- :..-:. -----,---„.. ,DELIVER TO TIGARD WATER •. , 2" DOMESTIC TAP BY TIGARD WATER DISTRICT WA ''' ••• ••• ; ••••-• •••••• ''-DISTRICT. INSTALL NEW . -.,. FIRE'HYDRANT ASSEMBLY , i .... ..., "-- FIRE HYDRANT ASSEMBLY DETAIL .43 . • :,..; C4,-1-,4 , , , OF .„.„„, ,•, n N.T.S. co , Csi . - , .*.• , JOB NO. 8 ,,. . • ,,,, .:::::::,; !.=;8.9b4Cf 0(...) ,:-:3, , .D t.,,.,..,Al,...f,,,,:ilQ.": .1 , , , ,„:,, : F •,- •. , 04 ' .E: AS SUBMITTED FOR PERMIT AND PRICING 1/27/92 290628 , i . ‘ i • , _____ _ _ _____. _________.________.__ ___. _ ____ _..- ___ .___..___.______ ...__ .. ___ _ . ___ _ _. __.____ _ _ _ ___ __._ _. .__ _ _-_ _ _ __ _.__ ._. _._. _ __ __ _ .._.__._ ____ __ .. .__ __ .____ .._._�...____._.__. ._.___.______ ___ ____ ._.__. _____. _. .- __ .____ _ __ .__ _ _ _ _ __ ___ _ _ __ _ _- _ _ _ .__ __ _ _ __� - _ •• -r-rTrr1 I a 1 l a I 1 •. I I 1 I I a I •. .1 a 1 1 1 a 1 1 a 1 1 1 1 •a 1 a 1 1 1 1 a , , ■ I , I a 1 , 1 a 1 1 I 1 I a 1 1 1 I 1 a 1 I.1 .1 1 i a 1. , a t 1 I • I . . ,w �o e e KEYNOTES 0- I ! - - 1'-0_ .090" ALUMINUM SIGN PLATE 1. FACE OF WALL _ 3/8" to WHITE BACKGROUND M 1" HIGH BLUE LETTERS Q, 2. FACE OF WALL, FACE OF CURB I AND BORDER, BAKED ENAMEL 44.. q S.OF PAVED AREA /PARKING WITH 5. 5'OW RADIUS ARK LANE 1 • PERMiT�ONLY. ��// 6. 16'-0" RADIUS vlouTORS HANDICAP SYMBOL WHITE Ta SUBJtECTUNDE TO R ,! 7. 9'-O" RADIUS ORS 811.620 is WITH BLUE BACKGROUND A AND FINE UP TO I 56'-0"f 364•-0" 15'-0" 8. 18'-0" RADIUS z - s 250 UNDER ... _171 y� ORS611.615. 10'-0" b1IN -5'-0" 9. 30'-0" RADIUS 10. 10'-O" RADIUS �- O. to 15'-0" 25'-0" /16'-0/ 0 t4 m Co • W � / \ , T - I t o 11. 25'-0" RADIUS < (� GALVANIZED STEEL POST • 12. 12'-0" RADIUS p _ _ _ _ _ _ - _ - - - - I - - 13. EXTRUDED CURB SEE DETAIL 16/A9 U) E 3 i W o �' •- I - , I • I I i 14. RELOCATE EXISTING FENCE, COORDINATE WITH A/E Z x :r 15. BICYCLE RACK `� e e -F. ►- - I I 16. CAST-IN--PLACE CURB SEE DETAIL 18/A9 �I��J •iw _/ c _ 17. EASEMENT TO BE REMOVED z N o 18. 5'-0" WIDE x 4" CONCRETE WALK SEE DETAIL 19/A9 W _ z N rn • 19. HANDICAP PARKING SIGN AND SYMBOL, SEE OILS 1/SDI, 2/SD1 - Q 1-- c 20. END CURB MATCH EXISTING. (VERIFY LOCATION) NI 0 a 8 z N I ® D 21. REMOVE EXISTING A/C ZZ 0 -c0 w o '� 22. SAWCUT EXISTING A/C ® R MATCH NEW A/C TO EXISTING '^ w Q t` J lit I -' • I • 23. REMOVE EXISTING DRIVEWAY, INSTALL STD. CITY OF TIGARD tj V / m O rn I I ' I VERTICALCURB & 5' SIDEWALK, REPLACEPAVINGTO V I o IT - cMATCH EXISTING CONDITION, SEE DTLS 18/A9 AND 20/A9 UQ V3.zN© 00Building D 0 24. SAWCUT 1' FROM FACE OF CURB, CONSTRUCT STD. CURB N II ', V RETURN STYLE DRIVEWAY, REPLACE PAVING TO MATCH Urn0:o . 0 I c . . EXISTING CONDITION, SEE DETAIL 20/A9 >�8O LA ' N 1 000v- a �® 1 - 25. RELOCATE POLES AND STREETLIGHT, COORDINATE a • WITH UTILITY COMPANY. X W I 26. END CURB. I \ \ \• a I 27. RELOCATE POWER POLE. COORDINATE WITH UTILITY COMPANY L" PARKING SIGN N , a) 28. REMOVE EXISTING FENCE o © © ® 2s. sAw cur � 1"=1'-0" ` I 10.... l '� rr7 i ' 30. UTILITY POLE W/STREETLIGHT TO REMAIN 0 \- _� /.. - -�� ---- - c 31. EXISTING WATER VAULT TO REMAIN • \ : 5 1 / 32. TRUCK PAVING - SEE SPECIFICATIONS U �\ V-' I 6 O Q ♦ ♦ ♦ ♦ e ♦ o I a % �e AA e o l J O. 33. AUTOMOBILE PAVING - SEE SPECIFICATIONS \ 34. CONSTRUCT CITY OF TIGARD STD. 5' SIDEWALK SEE DETAIL 20/A9 (� o O7� I • c 1 35. REMOVE EXISTING UTILITY POLE I : N ` ® c ® a 36. REMOVE EXISTING SIGNS AND RETURN TO OWNERS 41'R �9'60. ® sr .. n I 1 J .. i 6 / r / .r m O ® \ ----I-------/ , CO 0 -, ,- ----- -- o LEGEND s L '1 80 R 40-oy T-0� 18'-0" 18'-0" 41-2'-0" ® / 19'-0" it 6'-0" ^ '\., - ® I '0 O Cu-- a \ + 0 1 - • m - 0 I E -' � , N 89'S6'04• W L=58.S:;CIL. TO P.1. S+ - - - 6'-0"\ I ® "' 7" / 1--3 1/2" 1 • I 10'-0 60'R i 26' 0" / (9) SP 0 9'-0" = 81'-0" i (12) SP 0 9'-0" = 108'-0" �, (9) SP 0 9'-0" 81'-0" - ", ,l), 18'-0', DRIVE-IN DOOR •- 1 9. • CD i 3" WIDE PAINT STRIPE ,r <5' 64' 1 te-"N E• I `�7 , DOCK HIGH DOOR z • o I TYPICAL ® t 5� © 3os - N NEW SIDEWALK �, /261 ; e. 9?, F �5 R,5* .04. I 4 - .): ' \-� • NEW DRIVEWAY . 11 - \ ' '� Z. 9���5�. 60'R 0 7 r m 0 1 TRUCK PAVING AREA o \ �' B�- F - � N 89'S6'33" W - _ • - r\ 13 0 -- 0 1 ''-'0;1‘.:0/70. ; T L \ la yrJ CO 0 ,, le In I. 10" 0 0 m, L 0 �VAULT� PROJECT DATA rio._°. IN. / (10) SP 0 9'-0" = 90'-0" / (9) SP 0 9'-0" = 81'-0" 1, 20'-0" ,15'-0"15'..7.8 20'-0" (7) SP 0 9•-0" = 63'-0" f 7 (8) SP 0 9'-0" = 72'-0" l 25' 0"± / 1o•-D" 6'-0" '� �,/ (7) 6'-0" _ _ _ TOTAL SITE AREA 267,022 S0. FT. • 1.'_0" 25'-0"+ 1 r (6) SP 0 9'-0" 36'-0" (7) SP 0 9'-0' = 63'-0" 18'- 18'-0"i SP 0 9'-0" = 63'-0" 36'-0" (6) SP 0 9'-0" 1 ® o s'-o" -��" �4•-0" a•-o" �/ y TOTAL BUILDING AREA 112,960 SQ. FT. 2 INTERNATIONAL SIGN N M , , ,l ( r�-�1 (. �.l © - .`o o SD1 1"=1'-0" a,II I CO I I I I I I I !e N I LANDSCAPE © I o of Io 01 = b oI . " I \ REQUIRED (15�) 40,053 SQ. FT. • O `�o ) ,: r� - O PROVIDED 40,300 SQ. FT. CL \ I ��------- �/ PARKING (9 -- Q © 0 REQUIRED: 1 SPACE PER 1,000 SQ. FT. AND I • . ..._.- 0 Q ,! 1 SPACE PER 700 SQ. FT. OF PATRON AREA °' .... • • PROVIDED ® ' ' 1 • STANDARD 115 I 21 © • • -• • COMPACT 41 HANDICAP 4 '0 I © TOTAL 260 II I - , 21 • <>. r\--\- - - - .- .- - • v i - -- - . • ' 1 CODE ANALYSIS SIS ~--, '��. �I ~, BUILDING C I� r 1.) OCCUPANCY GROUP: B-2 I ,. I 2.) CONSTRUCTION TYPE: III N •:. - : ; \ ® I 4.) FULLY Y SPR NKTION OLERED SIDESN 3 w"</� ,� �, '-' <> I \ 0 AA AA ♦ e T AA !di AA ♦ a e e �e e o O BUILDING D DATE: • r- . • AREA OF WORK i1 _ OCCUPANCY GROUP: -2 1/27/92 10 '•. --; ® N 1.) B ®.. ��, J J 2.) CONSTRUCTION TYPE: III N DRAWN BY: • • BLALDINLi 0 - •' dill,,, 1IItititr- 111ItI,1r71II?WU _ v,II ® 4.) FULLY SPRINKLERED SIDES KVB/SAS 3.) SEPARATION ON (2) I I - o i • N 0 0 /• `-II 1CHECKED BY: • m 0 N 1. I W/LLUMS = c ® WEM C C I '� N I , ♦ 1/'' 0 o.IP \ REVISIONS: rlllllllhlll 1111111•11l I,INt ilkh I11T111T1 - ` / © _ _ - _-- --- -- N I �. I I. iJIlhI! llJ r A 1 --- A - ' . - . .___ .._. . _ . , L Z-z4-meµ - T� CO hlf7 IZ (. �b „ i i - b 1 ' _ r=-.- = 5•-0" m 25'-0" r 50•-0" i 50'-01. i 50•-0" 50•-0" 50'-0" 50•-0" 50'-0" 50•-0 RECORD DRAWING OF Mona c' i i + 1 0 1 +1 PUBLIC WORKS 7/t/92 o O © 1 o FOR CONSTRUCTION WITHIN PUBLIC u u ,5 iii O ► �10•-0` A c o i N 0 NOTES RICH OF WAY OR EASEMENTS. 11 `�� \ ti \ ,t 1.) ALL WORK SHALL CONFORM TO CITY - _. .111�f11 T,...„1II11IIII11IIl,lllllflllli(IIIRI, 1, „ . - E �� B 1 j' STANDARDS AND SPECIFICATION . ING sugowc e• ® 1 0 2.) NOTIFY CITY INSPECTOR (CARL VIEWEG 639-4171) 24 HRS. PRIOR TO STARTING. g _ o > % ./., / / >� `� P' 3.) FOR BY THE►VCONTRACTORBE PROVIDED Irk II I ,I III I.il Q - - ueCKENZIE/SA1T0 R ASSDGIATES,P.0 t99t, ALL R1GNT5 RESERVED I ® 4.) EXCAVATOR MUST COMPLY WITH = c- BUILDING F - TIiESE DRAWINGS 111E PROPERTY OF VAULT uACKENbE/SAITO&ASSOCIATES.PC(u/S ppff ORS 757.541 TO 757.571 (RE: UTILITY Al AND ARE NOT TO BE USED OR RCaRO- -L ' BUILDING A. J Ir PR w ANY wwNES O.4 04' /SA Tr+E +� PRE-LOCATION, ETC.). PRIOR WRITTEN PER►I155Kk1 OF u/SA c� SHEET -� 5.) REMOVE EXISTING PUBLIC SIGNAGE AND REPLACE FOLLOWING SIDEWALK IN s w.80NITA • TIGARD STANDARDS CAND N CONFORMANCE WITH CITY OF M U T.C.D • ni n III S D1 VICINITY MAP i Site Plan ..".---Th.n... .1."."" N.T.S. 1"=30' OF 5 • e4 _ JOB NO. k • s 290628 AS SUBMITTED FOR PRICING AND PERMIT 1/27/92 -P .... r Jec� /5�8 Shed //Z - . . , • _ . __ • - - _ __ ._..., . .........------- ........___ _ ______._____. _ _ ____ .. . . . ._ . - . • . . . • • • . . 1 [ 1-I.. . •,l-,Ri-IIJ[ I •1" 1 [ 1 1 1 1 1• 1 1 11-, ' t is n 1� �_ ! / ' a !tl I 2 3 I 4 ,5` 1 6 7 8 •+ 9 1 !tt . . 1 \ _ _ _ __-___ _ __ _ _ __ __ --__ __ _ _ _ - - . _______ .-_ _ _ - _ - _ _ - _ -_ _ -- _. _ _ - ___ _ _ __ _ _- _ _ _ _ __�._,� ._- w S 1 -r-r-,-i'1 l l , 1- I I I I I 1 I I I I I I 1 I I 1 1 1 - _ _ ' U I GENERAL NOTES: I� I I 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TIGARD, TIGARD WATER DISTRICT, UNIFIED SEWERAGE AGENCY, AND THE 1988 EDITION• W - I y� -' " CONNECT ,TO. EXIT: " OF THE UNIFORM PLUMBING CODE AND UNIFORM BUILDING CODE. I•- Mo N ' " ' `' " 8" CMP INSTALL C.O. °' 2. WATERLINE MATERIAL, TO WITHIN FIVE FEET OF BUILDING: Q c c' 1 \ •" .rw� ... r IE=17 .06 0 - _ __� __. : --• FIR IN DUCTILE IRO TITA OIN CONFORMING TO AWWA C-15 CLASS 52 0 X N fy. �'' - • % y T` w/ TEST: TEST ANDTSTERILIZE AS REQUIRED BY TIGARD 1 AND 0 •7 O cv CONNECF6T0'EATING-T'2" ':; .-- -. - - ---.--- �,_._.. ' -_•__ _-- - -. .. CD 03 r �. - .... ..._. -_ COS r :CO CO ".'• ,• - CO- _ _ - - - UNIFORM PLUMBING CODE. U) 0 M • 1E=169.fr2 \. RI.v . -• CO - __ - . -- -- . - •.=- = •• - - -- . , __ -.. lO • INSTALL C.O.,. • "'I : •, . .___ • :_�� GO' ,�, _ ?--T 3. SANITARY SEWER MATERIALS: Q o a `. fE=169.60 12 `' �� \� •- ~FOUNDATION DRAIN - _ • - rIE=T64:40 FIPE: PVC CONFORMING TO ASTM D-3034. m • o .., \ I =165.3 • / ----- / y' 8" PERF• . ® 0.2590 �4•,. END PERF, INSTALL • °� REMOVE 10 LF± 12" CONC. STM,, v t: - / / •~' - __ .- - 8 x 6"- REDWCER, 4. THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC. THEY DO NOT m CONNECT 12" STM. INSTALL CO ~" -/ • �` A9 BEGIt1.6" SOLID PIPE SHOW EVERY OFFSET, BEND OR ELBOW REQUIRED FOR INSTALLATION IN THE 0 • m of • CLEAN OUT \ • - - - • . SPACEPROVIDED. THEYDO NOTSHOWEVERY DIMENSION, I-- rnN / PRO ID 0 IE=165.00 (VERIFY) -' . , _ / / - �'\ - " PIECE, SECTION, JOINT OR FITTING REQUIRED TO COMPLETE THE PROJECT, - E 0 \. t y� \ - "' -• „ �" ' - T ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH Q •c w N. CONNECT TO EXISTING SAN. L NE i V •- 6" ® 4.4% EXISTING CONDITIONS IN THE FIELD BEFORE BEGINNING CONSTRUCTION. o o °' Q' • •-• - EXISTING UNDERGROUND UTILITIES LAYING WITHIN THE LIMITS OF EXCAVATION d _ •� IE=159.10 (EXISTING) VERIFY. ` 1 _. :., •� •_ - \_ ", - SHALL BE VERIFIED AS TO CONDITION, SIZE AND LOCATION BY UNCOVERING, o �N N 0::-.:,F... ;;.'•.: - -._- -• ---- - • C" •1 ., PROVIDING SUCH IS PERMITTED BY LOCAL PUBLIC AUTHORITIES WITH N • m L.�-. '-:^ ,J JURISDICTION, BEFORE BEGINNING CONSTRUCTION. CONTRACTOR TO NOTIFY m 1 ; L';v 12" ® 6.6% C BI�IICllt1� D O o�, /4-- 141 - ' - ENGINEER IF TH R AR A `• E E E NY DISCREPANCIES. In H - , FF.H.EY.16700 `" 5. PROVIDE CLEANOUTS AS REQUIRED IN 1988 UNIFORM PLUMBING CODE U c ••CO h� �'' ,' CHAPTER 4, SECTION 406, AND CHAPTER 11, SECTION 1107. Q U 't o�` VP' SAN. IE=161.60 ., L eD O s - C• `J/ _ IE=165.00 6. FOR WATER LINE CONSTRUCTION, SEE SHEET W1. Q o o_ a • ^1 ; , ,, :��. (ice` ", , ; • �` 7. CONTRACTOR SHALL VERIFY AND CONFIRM EXISTING CONDITIONS PRIOR TO ,• • •�� •�J \ COMMENCING WORK, NOTIFY ENGINEER OF DISCREPANCIES. t:.':.,;: ® 4" ® 1.0% CO r CO 4 S.S. ® 1.0% 4" 1.0% L •3y.' 1 8. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES CITY OF TIGARD STREET ; '� .8' IE=160.5 (TYP. 6" @' 12 8�' • MUST BE INSTALLED AND MAINTAINED MEETING THE D.E.Q. REQUIREMENTS. ,} OPENING PERMIT REQUIRED N, C!q SEE DETAIL 11 jA9 IE=157.60(8") THE CITY MAY, AT ANY TIME. ORDER CORRECTIVE ACTION AND STOPPAGE OF FOR PAVEMENT REMOVAL AND • . , ' t - I' ---Li DS F3S f-f ` DS OS / WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. (E REPLACEMENT ASSOCIATED WITH '• .- • ." �� r l WATERLINE CONNECTION. r _ �. + + J • 9, EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE U • 1 - - 6" 0.1:8% / 6" 0 8.5% 8" ® 2 4%J CONTROLLED WITHIN THE WORK SITE AND SHALL BE SO ROUTED THAT • 6" 1.5% (, ; . s - ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY, AND THE RECEIVING C rihr/ -_ •; ,C' IE=159.15(8") SYSTEM ARE NOT ADVERSELY IMPACTED. THE CITY MAY, AT ANY TIME, ORDER (/) S�<qs IE=159.15(8") • 8" ® 2.4% - CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE (/) l_ _ ?• '':'-').:•'''' :r , . ��S / DRAINAGE CONTROL. CD ® j 10. TERMINATE BUILDING FIRE SERVICE AT 6" ABOVE FINISH FLOOR. L � 0 .`_ / ' /' RIM=158.45 •(/) Q; . �V, _ 8" ® 1.3% IE=156.05(8") • M V) • / .)•r I. • • W . •I ,.,, . ` RIM=162.0 ` - 6" CLASS. 52 D.I. RIM=161.60 - ti , IE=159.5(8") IE=157.90(10")""- . E=159.10 6" C 5.0% •8" ® 3,0% _ : C 0 1/ 'C•1 .* -- . r. . .. . .. . . : . . . r • . ._- .• • .4-7f z ia). ,. .. , . • _. - . - 6" 2,9% - ' , RIM=157.60 /IE=155.10 ' RIM=160.0 • r " �/ ' 6" ® 21.0% Q) clit, 1 y • ! I111,‘ 10" •® .5.4% \IE=153.95(8,"Z ' IE=156.90(10") U 8" C 4.75% • • .-±" ... -.- IE=154.10(12") IE=151.25(15 ) • IE=151.90(12") + RIM=157.0 •\ '... IE-153.25(12") IE=153.15(12") . -• .4 - - I IE=154.5 JT2" 01.5% CO E 12" 0 1.1% 12 --0 1.35% r. CO 6" "0.75% ., 6" ® 19.5% 6"..® 46.0% 1 12" ® Ll%. • i _ • I CONNECT TO EXIST. SAW _-n 1 RIM=157.0. IE = 145.70 (8") VERIFY 4" ® 10.0% RELOCATE C.B. RIM=157.0 �•"IE=154.5 ' CITY OF TIGARD STREET RIM=156.85 AS REQUIRED TO IE=154.5 OPENING PERMIT REQUIRED. IE=154,35 O AVOID SAN. LINE 4" ® 1.0% 4" S.S. ® 1.0% •w4",S.S. C 1.0% CO• LEGEND • 4 _0.,1.0% . CO 10' C•• CO .. LEGEND: ..: . L I • . ,. . IE=153.25 !E=157.0 PROPOSED STORM LINE REMOVE EXISTING 10" CP 1 PROPOSED SANITARY SEWER LINE Q) I , j-• "• • I PROPOSED WATER LINE V) • 1 CO ' EXISTING STORM LINE '1 - - ,,.'• I EXISTING SANITARY SEWER LINE - ti;,; Building C I EXISTING WATER LINE • •1 • I CO F. B�V.158�00 1 15" ® 1.1% MIN. rG-IN.e.e, .p�PROF ' IE=151.0 21 PROPOSED CATCH BASIN d'/OIE=151.0 IE=151.0 IE=151:0 SEE DETAIL I Qv15,504 � f. EXISTING CATCH BASIN ILx , � r \ DS DS " • • DS . DS - FDC OREGON-` - • IE=153.16 • ' \ �. I o CO PROPOSED CLEAN OUT r 25. • i 3 EXIST. 8" C.P. CONNECT ' ' I ` i :,i • ' �qRC KOROG TO NEW 8" AND 6" FROM N I 6" S.0% ��; • DS PROPOSED DOWNSPOUT CATCH BASINS. ! ti_ 6" ® 1.0% �� " ` J 6" ® S.SS% SAN. IE=150.00 CO STM. [E=149.00 DATE: �l' RIM=154.9 6" 0 14.0% 6" ® 2.25% 6" 0 3.4% o IE=148.45(15 ) •' IE=148.40(15") - ' \ IE=147,7(15") 1/27/92 i IE=153 35 1 yr PROPOSED FIRE HYDRANT DRAWN BY: _`• R ! \ I IE=149.8(10") 6" 021.0% I IE=149.2(12") 3 I .6"® 35.0% C I • • k : '.•c 4c• I a \' 1�. �� 10" 0 0.5% 12" 0 0.75% �' s;; ,, �a CO ' 15" ® 0.5% '`' S. SHUMAKER + I ,,�!��1. / _ . p� NCO 'Cr EXISTING FIRE HYDRANT CHECKED BY: cs ;1.� I 1 -'�i G /. .. _. `�-15" ® 0.5% __ 15" ® 0.5'- -_ _ _ �.. . �. ,W...- , .. _:::.: _ • " I IE=147.5(15") K. KOROCH :: RIM=153.2 ,• _ m IE=150.7 - _ _ - _ ...__ •_. .� _ _ _ 1RIMm153.0 _ _ • ._ _ ,..RIM=-52 2-- ��. RSD- Y ' E= 50.5 -IE 14 REVISIONS: �c-" RIM=153.0 • - - . _ _� _ " SD3 2-24-92 1. SEE LOG 2-24-92 sr •I .. {.'. IE='F50.5 • 6"�® 18.3% \� IE=147.35(15 ) I_ r.: • t �, .._ " ' • 11 RSD-2 2. SEC LOG 3-5-92 a a'. . _ ° . O S03 RECORD DRAWING OF I 1.....; ;<; ; . . - ------- . • -. -. _. - - - •- `� 15" ® 0.7590 I PUBLIC WORKS 7/1/92 2-24-92 �. .t _ - !1 RSD-4 �--c,• 4* S03 �`. Jr \` _. a �'' 15 ® 3.0%, 2-24-92 D STORAGE AREA ::: I I R M 150, Q ,� IE= 147.80 PATCH HOLE 1N EXISTING I/;r� TFIE I• ADJUSTT LOCATION . I I ST.AGEP AREA �F_ SANITARY LINE. LOCATION IE=145.60(15") - APPROXIMATELY 274' WEST , OF UPSTREAM MANHOLE. •_ • i 6" 0 18.0% CO `�, 1 • - . ^ MACKENZIE/SAITO k ASSOGATES,P,C `�., S/ 1L92, ALL RIGHTS RESERVED 15'0 3.0% - 4THESE DRAWINGS ARE THE PROPERTY 0� is �y. uACKENA.RE NITO O ASSOCIATES, PC�RO a)AND ARC NOT TO BE USED OR RE RO- • DUCEO IN ANY MANNER, EXCEPT WITH THE PRIOR WRITTEN PERMISSION OF M/SA CONNECT TO EXIST. SHEET 90" CMP. IE=144.0 i=- 90' C.M.P CONTRACTOR TO PROVIDE SHOP •: • ' UTILITY PLAN DRAWINGS FOR CITY OF TIGARD t_ AND MACKENZIE ENGINEERING + REVIEW 10 DAYS PRIOR TO 1•=30' CONSTRUCTION OR FABRICATION. _ I S D 3 n CITY OF TIGARD STREET OPENING 2 f PERMIT REQUIRED PRIOR TO SHOP SSP-1 DRAWING REVIEW. , SP3 J ' S OF a 3-5-L?Z. ad •o N JOB NO. N 290628 AS RESUBMITTED FOR PRICING AND PERMIT 2/24/92 -Pr j c' /578 See . 2/2 - - - - -, I� 'Natii tF 1 =mit - 1 iliniali1irnU :110110161W ■61,11 011 ■ ��nllrHwwwIWwwr �.w.tt� wry J� Mall wwe �t�w ww t ■ 11 �w -+ L-r I I 2 r -r -ems I ;�wwww■wo 5 tw�� wwww■ s- ■