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HomeMy WebLinkAboutVillage Inn Restaurant Sanitary Sewer Improvements ... - - .. .. .. .... .: ..... ..e ..,:.- I.......:]... .._...:::y,'._..._I,:'....!_.1.i1..!-:]L.:1--'.I:JI.---. :-:1.!1.1-�1 :.:;1�LL :_]J.:li•r.'•l'-liwl-S:J:1I:.G.!Sff7lLIlSC11711J1! 1 r -N C LDC JOB 3104 -, ,, , (1 ,, , . 0 . .4., . , , _ ii ....r ''' N N ,00 so ,oa 200 ! ,RI : Lj . V - . LA isip_51, 43 1 sT A uR A _I5Ri i . A GE 1 inch = 100 ft. 1 p�j 1 moo SANTAYSHW[ 9 • co Z a i= ^ ' - 1 t2 a' OOi MpROVEM 1 g3- 0 I-- 13- t0 I JN Ts ` J ,r 1 _.., . , , t �._"• . J( . 1. .ter 1 i ;� I �' i V ,�, C.� t � _.4 AWING S DR Q b so � � _T,--�. I i 1 1 : :., �� ' .•'�` ;'�, "BORDERS" �^� �: � R2 i �' `\` ' . Tigard and 0,0�Oh ° F _ �. -- C8 00 COVER SHEET . f . .� _ v _, ' CITY OF TKAARD , t) C �p W n —� p _.._ CITY OF TUALA`I11� : - ' �,r-, -- -- __ l ; ,� ; ., ,���(Ff , r• PAD : ;` _ ��� C8.01 NOTES & EROSION CONTROL DETAILS a a lifojet i; �� /• (� `g0� 4� ` _ j fi.• � PUBLIC SANITARY SEWER LINE A PLAN & PROFILE R BLDG i s. °TR1 -MET'' 1`�lr b .� Durham g,, g. • tfll ,A.6,a- �: \ i i. /1 Q ii b a � F:. I �'`. ;�� 0 C8.03 PUBLIC SANITARY SEWER LINES A & B PLAN & PROFILE 3,: /if /^a��`f r pLr f ;xry�y;; �tv� eo W1 \Y Jft �i iVil �ti W _ifl� °. � y ,� �__. _ _ _; � . �;.v wi'! �w Tualatin �ti C8.04 PUBLIC SANITARY SEWER LINE D PLAN & PROFILE _ C 1 e e;l I �:I`t u „I r11- 4i.I i s " • n-i, ' GY i �, z INN �' ti C 5 DETAIL SHEETCC 1.i ,c _1 , , , ,I. �f� 8.0 W ai in . W c', tI , O w_�— I , BLDG `� I GE PORT - v ;; d m , I I BRIp - D 15'. i , cc I ' U ,1 ` S. • � � g i ' 1 F cf/fo-1SRD 0 I r . - , . ' , r_.___ -N LEGEND VICINITY MAP a, NOT TO SCALE l o EXISTING PROPOSED c 1ci n BENCH MARK INFORMATION W . CD BASIS OF ELEVATIONS: o GUY WIRE THE ELEVATIONS OF THESE PLANS ARE ON THE NATIONAL GEODETIC VERTICAL0 1 DATUM (NGVD 29(47)) BASED ON THESE WASHINGTON COUNTY BENCH MARKS: o 0 OHTV OVERHEAD TELEVISION LINE ® PROPOSED MANHOLE & STORM SEWER NO ELEVATION DESCRIPTION & LOCATION x > of m PROPOSED '�STORMFILTER'� CATCH BASIN 137 188.303 A 1 1/2-INCH BRASS DISK MARKED "WASH. CO BM 137" IN CONCRETE `- O STREET LIGHTS SIDEWALK NEAR THE NORTHEAST CORNER OF 17014 SW RIVENDELL DRIVE, 0HP OVERHEAD POWER LINE 0 PROPOSED MANHOLE & SANITARY SEWER ON THE SOUTH SIDE OF THE NORTH SEGMENT OF RIVENDELL DRIVE, 43 3- m FEET WEST OF THE CENTERLINE OF S.W. UPPER BOONES FERRY ROAD. a N --� PROPOSED CLEANOUT & SANITARY SEWER 457 192.891 A 3 1/4-INCH BRASS RISK MARKED "U-672, OSHD, 1976" IN THE TOP OF m j 0 El ® POWER STRUCTURES A CONCRETE END POST AT THE SW CORNER OF THE INTERSTATE 5 - o )- REVISION DATE SHEETS BY o ------•---I SANITARY OR STORM LATERAL OVERCROSSING OF LOWER 800NES FERRY ROAD. a .� UGP - UNDER GROUND POWER LINE ` J 0 �- 8" SAN- - SANITARY SEWER UNE W/ PIPE SIZE - PROPOSED WATERLINE 1 �/, ----0— PROPOSED WATER VALVE & BOX 43)N v ^ �o a Qs Q SANITARY SEWER MANHOLE, VAULT, CLEAN OUT -- � PROPOSED WATER SERVICE SIG - - SIGNAL UNE PROPOSED FIRE HYDRANT U, )o ' 8 CP O TRAFFIC SIGNAL LOOPcc a`'.� O W m �' 41) --°— PROPOSED SIGN 4� ooM 2El m SIGNAL 80X POLE As _ B U 1LT N a_ ,,. RETAINING WALL (KEYSTONE) � z x w OHSIG OVERHEAD SIGNAL UNE a! w o 23 s< ; �' I SIDEWALK (VILLAGE INN) LOCATES f48 HOURS NOTICE REQUIRED PRIOR TO EXCAVATION) .\VAP110.kii 10-06--04 =a 12" STM STORM DRAIN UNE w/ PIPE SIZE, TYPE SIDEWALK (WITHIN PUBLIC ROW) •�~ + NOTE: AS-BUILT DRAINGS INFORMATION IS BASED ON o © Cl STORM DRAIN MANHOLE, CATCH BASIN NE CONTRACTOR MUST COMPLY 1MTH THE REGULATIONS OF O.R.S. 757.541 TO 757.571 -� pIT1 CONTRACTOR, FIELD SURVEY, AND FIELD INSPECTOR GATHERED U 143 IN LOCA11ON AND PROTECT1ON OF UNDERGROUND UTIU11ES. OREGON LAW REQUIRES YOU DATA. ALL INFORMATION HEREON SHALL BE FIELD VERIFIED ,� N TO FOLLOW RULES ADOPTED BY THE OREGON UTIUTY NOTIFICATION CENTER. NOSE RULES PRIOR TO USE IN DESIGN AND/OR CONSTRUCTION. ODOT FO ODOT FIBER OP11C LINE ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0090. YOU MAY OBTAIN ?� �, Q in 0 COPIES OF THE RULES BY CAWNG THE CENTER. .,htr ,t v &-- _IOHT OVERHEAD TELEPHONE LINEq ...... 0© (� 0 TELEPHONE MANHOLE, VAULT, BOX, PHONE BOOTH ENGINEER'S NOTE TO CONTRACTOR: t a .�o UGT - UNDER GROUND TELEPHONE LINE THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES u i AGEN S / lIBLITY QyMNERS & CONTACTS SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO q a. THE BEST OF OUR KNOWLEDGE, THERE ARE NO DUSTING UTIUTIES EXCEPT THOSE UGTfFO UNDER GROUND TELEPHONE / FIBER OPTIC LINE CITY OF DURHAM - (ROEL LUNQUIST) 503-639-6851 SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY i C UTILITY BOX, CLEAN OUTMEASURES TO PROTECT THE U11U1Y LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR 1 g. \III\ ODOT - (JANEEN ADAMO) 503-731-4179 FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS �QO PRQ -. OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. 'tv�NG�NFfR OS/ 16" w WATER UNE W/ PIPE SIZE NORTHWEST NATURAL GAS - (JON HUDDLESTON) 503-226-4211 C� N 7i0SOPE THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY __ _ �^ --. I © WATER MANHOLE, WET WELL, OR AIR RELIEF VALVE COMCAST - (RANDY DICE) 503-605-4832 FOR THE JOB 511E CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. �,�:>� jr ..4 0 m v WATER VALVE, METER, REDUCER VERIZON - OEBRA MOf2RiSON 503-643-TOOT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY DREGON a ( ) AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL PGE - MIKE STRUBCL °ry N DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALLVieff64eN 12,2°❑ ❑ o ANGLE STOP, IRRIGATION CONTROL BOX, SPRINKLER HEAD ( ) 503-570-4409 LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS °Otr * CITY OF 1UALATIN - DAYNA JOHNSON 503-691-3036 PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE �S ARE HYDRANT ( ) ENGINEER. ` RENEWAL O6/30/05 J o E CLEAN WATER SERVICES -- (BILL BAECHLER) 503-846-8621 CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL r NO.:. "WATER VAULT DISCREPANCIES TD THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. 04 CITY OF 1IGARD - (KIN MCMILLAN) 503-639-4171, x2642 o 0MONUMENT BOX SHEET NO. a (R) RECORD INFORMATION CC000i ..I ` PLOT DATE: OCTOBER 4, 2004 J ' . "r1I` II (1' 111 111 ilf [11 III II Il1II III All 111 II llI III III. T�I11Ll1_ f ' 1 � 1 1� lil 1l I II III illy III iii IliIIII ill1III il.l I IcII•mIl ' ll. i I • - 3 l 2 3 4 5 � .. . 8 9 10 11 12 , r ,� , a THE imuntiocoo`^NY . crn,:u.! • „,.a.f ' i r S . • �. ,•N ii:]t last ff 0'£ 6Z 8Z L 9PZ 57 % I'" •.•. TZ 0IZ GPI 81 �b • 1 c,1 II 01T 1.6 8 L 9 S II? C 7. I„!�ii 11111�11111111111111I111�111111111111 IU1111111111�.111.L..111]1111.11�1111111-11111111 11l 111111111 11.111ll1[111 _. . ^ '!1111.11.1111111111111111111111111111.11111111 lll11111111111111111111111111411.11111111.11111111111111111111 .. NOTE; 12" WATER UNE FROM , 1 /Or _ - 8" ` I CITY OF TUALATIN TO MAINTAIN CLA-VALS _ CITY OF TIGARD REUCDED TO 8" �-- - - - __, /� ( 1 8" w ® PER SPECIFICATIONS AND 0 & M MANUAL II l�// 10" WATER LINE FROM / "' �N' \ I "BORDERS" 3" OPENING, 1 1/2" _ CITY OF TUALATIN REDUCED TO 8"_ I NPVC SUMP DRAIN �_ / / \� PRE-CAST UTILITY VAULT - - - Fl - r / I • W/ 36"x72' DOUBLE DOOR h �} = M �� \ N _ 4" 90' BEND P ALUMINUM HATCH �'�_��������_� (H2O-44 CLASS B LOADING) 20 a ,0 20 40 JG 9i �����`� 4" GATE 1 j U/ a�Q �. \ \ • _ VALVE ` SUMPI 8" 8"X4" ?EE IIJ1- O io t inch = 20 ft. / M AN`C S UNE B 3' METER+ 4" 0" �FIPS211 L - - J J VV)) n 1J¢" METALLIC ELECTRICA zSEE .,H C7.0 (CITY OF Ch N CONDUIT FOR ANTENNA a 2O� TIGARD ONLY) PRESSURE GAUGE �r ' �� O� SS LINE Al) �j ® C/W GAUGE COCKS \\ 0 Q (n Q Z TO BE MOUNTED ON 3' REDUCED n p � \ Q p SEE SH C7. 7 LIGHT POLE dit TELEMETRY PANELN ��/ \ PORT PRV ��-8' GATE !1 OG Q M "-- , s°OCLA VAC690-01 ►• VALVE / - pc \ CONCRETE \ \ 3 EACH °°Rw1T1IsTt�aNERb © © 8' METER' a �i mOaoENCASED 2 4" GATE o (CITY OF TIGARD ONLY) & O - _ - ra o0coS TELEPHONE �/� ELECTRICAL �V VALVE (> <) 4 Z 3 ZCITY OF TIGARD / �/ coNDu!r / ii . '■ co ��r _ _ ` _ A 0 1ri a rni 12 8" PRV © in 3 - 2" ELECTRICAL ►� WITH STRAC 90-01 w CITY OF TUALATIN TO CLOSE WATER VALVES : N .-. VALVE F , WITH STRAINER AT BOTH BRIDGEPORT ROAD CONNECTIONS. W O O - in - - _ _ _ e'IC (N- - CONDUIT ►�i _ _ CITY OF TIGARD . 90' BD ° o a_ _ 'III GATE VALCITY OF TUALATIN - / VALVEs� �., u1 �� CITY OF TUALATIN ` ' 6a ► �ADJUSTa3LE SCALE: N.T.S. / �� °°s °� I,, 111 I/ SEE NOTE 1 PIPE SUPPORT AT RIGHT I 1 4" o!SARABZ J� VENT PIPE ABOVE j 4" ENFM 6211 aril /�/" GOUND ( ) , PRESS P.S.I. ITEM QTY. DESCRIPTION W/ G_ / PRESSURE GAUGE9� ♦ • / �© ® \ jRE C/W GAUGE COCKS 24 LF. 10" DIP, / • RELIEF VALVE 8"X4' TEE 9 5 LF. 10" DIP ZI- RIM=184.4 / O 40 / _ Z YE / UUp, kTURBOSENSUSTRPIW3505100 CCF - Q Z IE=170.35 a '� 0 5 LF. 8" DIP WITH 8 GATE VALVE w / �� o < PRV DETAIL F- /� Q' � / , E 0 I I 11 1 8" 90' BEND Q J / b / , - I al N 1 / \\ I SCALE: N.T.S. Q Q C // �� ��Q SEE PRV AND .. / , SEEPIPS TO BE DETAIL ARIGHT \ - I © 9 L.F. 8 DIP J W WATER DETAIL . u_ Q , ABANDONED, � SEE WATER / ITEM QTY. DESCRIPTION © 3 12"x8" REDUCER LL C.DQI CD / AT RIGHT , t q® CONNECTION _ _ _ _ _ O 1 TO BE INSTALLED UNDER CITY OF TUALATIN CONTRACT Q4 1 12•X12• TEE CD ��- • CZ .�� I DETAIL (RI e T) �� (INCLUDED FOR REFERENCE). } / r �!,y i STORMFlLTER' CB 1-6 ® 48 LF. 12" OIP �: cf.O • .\ / - (1 CARTRIDGE) O 1 PRV AND METER VAULT TO BE INSTALLED UNDER OPUS CONTRACT. o U SD CO 1-3 p °' �7 i PROVIDE EASEMENT FOR CITY OF TIGARD UPON AS-BUILT LOCATION). ® 2 ,2" 45' BEND a / Q 10"X8" WYE 8" SD / TG=182.75 ( ` / / / �� RIM=183.4 \3 ® `)• p L=11.6'' SUMP E T179 00 5 0 1 PRV VAULT TO BE INSTALLED UNDER OPUS CONTRACT. © 2 12'X12' HOT TAP & 12' GATE VALVE (SEE NOTE 1) / 10" IE=179.34 _.rip." I7- S=1.55% / / L" 0. a / \ L=60.4 LF \ �t CD Q 5 L.F. 10' DIP AND 10' GATE VALVE ® 15 LF. 12" DIP & RESTRAINT JOINT p ST0.80% ., ,� 0 �c5"� ( 2 10" 90' BEND Q 6 LF. 12" DIP & RESTRAINT JOINT SD UNE 1 / 1� pad� I W SD CO 1-5 4 LF. 10" DIP ® 1 LF. 8" DIP Z \\� o 41 ' O 1 10" 45' BEND © ZQ U !�� Q _ % _ I (I I RIM=183.3 LF. '" DIP & RESTRAINT e T 7 1 5 LF. 8" DIP WITH 8' GATE VALVE 1- / \ ►1 F. 10" P WITH 10" GA NOTE: ALL ITEMS TO BE INSTALLED IN COORDINATION WITH CITY OF TIGARD AND CITY OF TUALATIN. J W By N o� \\\ z SO_ CO 1-4 li 8" WYE CL Z 10" SD ��aNN o '� I ON ` a 8 WYE IE-180.27 1. 1© SIZE ON SIZE HOT TAP USING 12" GATE VALVE. COORDINATE WITH CITY OF TIGARD TO SHUT DOWN WATER MAIN AND SWITCH OUT 12' GATE VALVE 0 Z / •h L=10.T . SS CO C1 a RIM=183.7 FOR 12' BUTTERFLY VALVE AFTER TAP IS COMPLETED. W U E 1(1)---* / // / 10' WYE �, ^%/ fr- IE=179.90 S=10.28% RIM=183.9 / IE=179.10N\ 1 4" IE=172.53 J wince_ O W(R) 0 n " • z Q / :x' W(R) I a F o /NOTE J Z <S, SO CO 1-2 & , 1= 41 10" !E=178.98 ij O STORMFILTER" CB 1-7 )C ll - k\c„.______,0/,,,,,, c, GARjRIDGE)/ ��-- I DEVELOPER'S) CONTRACTOR COPY r J TG=182.50 z EXISTING •� ` 10" IE OUT=180.20 t STORM ®® �/// I.� �O' SUMP IE=178.75 ~ BANDONED I / 1 1 / , �� , ��0"-45', BEND �sO / t4 - APPROVED FOR CONSTRUCTION 1 it i--__ /♦O,®. // IE=17s.o2 `�a��A / N01-7 / CITY OF TIGARD m a ���•�. rAss �SD UNE 2 b r t/PI 'O "i eg) g 12" sTM I • \ +cP ��II -:________ t/tj �, m ¢ir O // DATE nv � �E=179.35 , 9ST / - f1 0 r 7-\♦ 4c10"-45' BEND ■ , r ¢ ooO /. ' O "STORMFlLTER" CB 2-2 IE=179.38 • oo J 1 CARTRIDGE ¢2 10" STUB 10"-45' BEND w zz � ( ) , wwSS CO CS IE=180.08 � �� TG=182.08 ' \ a ✓� zz.161 0 I I 10" IE OUT=179.78 m naooc�10' SD RIM=184.5 Va10" IE179.73 ,' r r ¢ io0CURB INLET MANHOLE ' 6 . � 4" WYE / Qs� r •„ s; SUMP IE=178.33 .. o g o✓ o 0 (PER DAVID EVANS & ASSOC.) L_21 ' 4" IE 179.27 iiiip+ S 0 w w w ¢ ¢ (STA 88+00, 38.38' RT.) ' - ' CO C3 \ III a v, 3 3 IL 5=0.50% 4" PVC =183.1 UNDERGROUND TELEPHONE CONDUIT ��� TC--183.2 ♦ o �III4 • ` / + ��� IE=179.33 q y O ` ` O CONTRACTOR TO COORDINATE WITH 4` b ��� NC 12" IE IN (N)=178.46 . 4 SD CO 1-1 \ A ` 18 P III 1 10" IE IN (E)=178.46 N 4- RIM=183.5 4" PVC 4 =174.45A. •• 1) \ UTILITY PROVIDER FOR RELOCATION • O £ o 8 C 12" IE OUT (S)=177.96 ♦♦ 10" WYE L=36.00 LF AIWA 10' SD I I I m v o E rn IE=178.57 S=0.020 4"-45' BEND • 4 PVC \L=26.7 IFlk `© 1 zw co '♦ IE=178.55 `` S=0200 0 LF S=0.50X J 1 . \ • O2 / L o m ' rnUTILITY VAULT #612 2-GA -�. �V , / a" cP O �� f VILLAGE INN GREASE INTERCEPTOR I O C Lv� "on� 30 .4'WYE CO® 4 ® ���� ►�� ro , , 3 o w In a v '' (SEE DETAIL SHEET C7.12) ' 4" IE=178.45 ` \ - r / ►' ►�� 4 W cf., z m o s o (PROPOSED) o� / ® 3 •.• M 4" PVC , .� C•5 O O O R= N Os t FF 183.9 IE=181.00 L I / -,r / Ni4Ak �4" PVC 4" IEOUT 1179.70 SD CO2.1 / \ • 8 I o 0 I / L=5.00' PO 4' IE IN=179.62 10. WYE ` ►�1 I 1�1 �' RIM=18 .' 5=0.110 i i RIM=182.70 / / OON��` • O : I OQ v\ 4 45' BEND E17984 itrii 10" IE=179.64 f NOTE N «' © ►:4q .: 2• IE-180.46t / -/ A LIGHT POLE FOR ANTENNA MAST ISREQUIR ®� / 1 <L w o'it 411 RELOCATED F,;E H i. O O _ aI l _4e \ REDUCED PRESSURE BACKFLOW PREVENTER GATEco HEET 6) / WATER.EANTENNAD R ANDTRY30� EXISTING I NO /J1,4 ®`,�� ) n 1 (1 ►.♦ c7ii I N 1-1/2" WATER METER (DOMESTIC) ELECTRICAL PANEL BOX NEEDS TO BE ® C /1 I CITY OF q z LOCATED IN VICINITY OF WATER VAULT. " oz I TUALATIN ` / r) FUTURE 4" FIRE WATER ��� ¢ / n / -I o 1 / 1 / ������pp�'c ao 87 Do _ _ / ,6 Pirb- 16"X4" TAPPING SLEEVE ` 1 �`J"' `►L.�.j1).# �: \ OPUS 1 S ENGINEER I • SJP�P / 7i `� / # N, c 18764 O - ; / O �� `" - WATER LINE TO BE ABANDONED IN PLACE N C".� r ti oN ro • iQ�, l� P - StM CITY OF TUALATIN TO CLOSE VALVE ►�� MgER ,,. �o (y ��S f) �N� in AND CONTRACTOR TO PLUG 12" WATER LINE ® / f(1 y/zl yN RENEWAL 06/30/05 J 116 n I I 013 RC-P\-\G* SW I 12 , ��_ - S. \ we No.: I Z., % QS�� SjM ' � . 3104 0 QRpP 1� / - \ , SHEET N0. b I /, � i SM WATER CONNECTION DETAIL _ Y 15' sin, [C7.07iO SCALE: 1" = 10' / 1 EROSION CONTROL NOTES CONSTRUCTION NOTES CITY OF TIGARD GENERAL NOTES TIGARD WATER DIVISION CONSTRUCTION NOTES 1. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM 1. AN ESTIMATED 12 PERCENT OF TH E WATER SYSTEM COST MUST BE ON 16. UPON SATISFACTORY COMPLETION OF TESTING, THE NEW MAINS AND GENERAL NOTES TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", U.S. DEPT. OF TRANSPORTATION, FHWA, 1988 ED. DEPOSIT PRIOR TO BEGINNING CONSTRUCTION ON WATER LINES, AND TO CONNECTIONS TO EXISTING MAINS SHALL BE CLEANED AND FLUSHED WITH 1. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION/SEDIMENTATION CONTROL 1. ALL PRIVATE CONSTRUCTION WORK AND MATERIALS SHALL CONFORM TO THE CITY OF TUALATIN RECEIVE A TAW (CITY OF TIGARD PUBLIC WORKS, WATER DIVISION) STAMPED POTABLE WATER PRIOR TO DISINFECTION. FLUSHING VELOCITIES SHALL E DURING CONSTRUCTION (ANY TIME OF THE YEAR) PER THE "EROSION PREVENTION BUILDING CODE, CLEAN WATER SERVICES DESIGN AND CONSTRUCTION STANDARDS, DATED APRIL 2003, 2. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE O APPROVAL ON CONSTRUCTION PLANS. LEAST 2.5 FEET PER SECOND. DISINFECTION SHALL BE IN ACCORDANCEWITH CURRENT UNIFORM PLUMBING CODE, AND UNIFORM BUILDING CODE. CITY'S STANDARD SPECIFICATION AND, ALSO, IN ACCORDANCE WITH A CITY JOB SPECIFIC • AWWA STANDARD C651-92, THE STATE HEALTH DIVISION AND CITY AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL" DATED DECEMBER 2000 N CLEANWATER SERVICE'S DESIGN AND CONSTRUCTION STANDARDS, DATED WORKAND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL - in 2. THE CONTRACTOR SHALL MAINTAIN ONE SET OF TPW STAMPED APPROVED REQUIREMENTS. NE CONTINUOUS FEED METHOD OF DISINFECTION SHALL BE AND2. ALL PUBLIC CONSTRUCTION BE AVAILABLE AT THE WORK AREA. PLANS ON THE CONSTRUCTION SITE AT ALL TIMES. USED. DISINFECTING MIXTURE SHALL BE A CHLORINE-WATER SOLUTION HAVING APRIL 2003, CHAPTER B. CITY OF TUALATIN PUBLIC WORKS CONSTRUCTION CODE, DATED NOVEMBER 2001. U A FREE CHLORINE RESIDUAL OF 40-50 MG/L (MILLIGRAMS PER LITER). THE 3. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND LICENSES BEFORE STARTING 3. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST _,"j = 0 3. CURBS MUST BE IN PLACE PRIOR TO INSTALLATION OF WATER MAINS DISINFECTION MIXTURE WILL BE PREPARED BY INJECTING A CALCIUM/SODIUM 2• OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER ONg N OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS RESPONSIBLE j � I WITHIN NEW SUBDIVISIONS. HYPOCHLORITE AND WATER SOLUTION INTO THE PIPELINE AT A MEASURED RATE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL , E �UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY; ADDITIONAL UNDERGROUND UTILITIES MAY FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE (7)WHILE FRESH (POTABLE) WATER IS ALLOWED TO FLOW THROUGH THE PIPELINE MEASURES, IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. EXIST. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION AND SHALL EMERGENCY SERVICES (TIGARD POLICE DEPT., TUALATIN FIRE & RESCUE) AND TO TRI-MET AND I- r 4. NOTIFY TPW, WATER DIVISION, 48 HOURS PRIOR TO COMMENCING SO THAT THE CHLORINE-WATER SOLUTION IS OF THE SPECIFIED STRENGTH. ARRANGE FOR THE RELOCATION OF ANY IN CONFLICT WITH THE PROPOSED CONSTRUCTION. TIGARD AND BEAVERTON SCHOOL DISTRICT. Cl) . Z CONSTRUCTION TO SCHEDULE APRE-CONSTRUCTION MEETING. TELEPHONE TREATED (CHLORINATED) WATER SHALL BE RETAINED IN THE PIPELINE LONG 3. THE IMPLEMENTATION OF THESE E.S.C. PLANS AND THE CONSTRUCTION, 5. THE ENGINEER HAS BEEN RETAINED TO PROVIDE DESIGN AND CONSTRUCTION REVIEW SERVICES RELATING 4. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE ca 8 El 639-4171. ENOUGH TO DESTROY ALL NONSPORE-FORMING BACTERIA. TYPICAL RETENTION MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE E.S.C. FACILITIES IS THE TO THE CONTRACT. GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFlCAITON SIGN AT EACH END = W co PERIOD IS 24 HOURS. AT THE END OF THE 24-HOUR PERIOD, THE PIPELINE IS RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS COMPLETED AND � 6. THE CONTRACTOR SHALL NOTIFY THE ENGINEER CITY 4F TUALATIN & C.W.S. 24 HOURS BEFORE OF THE CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE INI11ATlON OF CONSTRUCTION WORK. F' � p � 5. ALL WORK SHALL BE IN ACCORDANCE WITH AWWA (AMERICAN WATER TO HAVE A FREE CHLORINE RESIDUAL OF A LEAST 10 MG/L. AFTER APPROVED BY THE LOCAL JURISDICTION, AND VEGETATION/LANDSCAPING IS ty0 STARTING CONSTRUCTION OR RESUMING WORK AFTER SHUTDOWNS, EXCEPT FOR NORMAL RESUMPTION OF � ESTABLISHED. THE DEVELOPER SHALL BE RESPONSIBLE FOR MAINTENANCE AFTERS. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL Z p 'T WORKS ASSOCIATION) STANDARDS. SATISFACTORY CHLORINATION, FLUSH THE WATER FROM THE UNE UNTIL THE WORK FOLLOWING SUNDAYS OR HOLIDAYS. WATER THROUGHOUT THE PIELINE IS EQUAL CHEMICALLY AND THE PROJECT IS APPROVED UNTIL THE LOTS ARE SOLD. DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE Z 6. ALL WORK WILL BE INSPECTED AND APPROVED BY TAW, WATER DIVISION. BACTERIOLOGICALLY TO THE PERMANENT SOURCE OF SUPPLY. 7. THE CONTRACTOR SHALL ASSIST THE ENGINEER IN PREPARING AS- CONSTRUCTED DRAWINGS. UNTIL EFFECTIVE ACCESS IS ESTABLISHED. W 4. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE 7. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CEMENT-LINED, OF NEW DISPOSE OF THE DISINFECTION WATER IN A,APPROVED MANNER. DO NOT CLEARLY MARKED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE 8. A DEMOLITION PERMIT IS REQUIRED FOR REMOVAL OF EXISTING BUILDINGS. 6. TRAFFIC CONTROL DEVICES, FLAGPERSONS, ETC., SHALL BE IN PLACE PRIOR TO INITIATION a n 0 O p "TYTON" CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING UNITS SHALL BE OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. o_ 0 MANUFACTURE AND MADE IN THE USA. PIPE SHALL BE JOINT ALLOW DISINFECTION WATER TO FLOW INTO A WATERWAY WITHOUT ADEQUATE PERMITTED. THE MARKINGS SHALL BE MAINTAINED BY THE APPLICANT/CONTRACTOR 9. ALL UNDERGROUND UTILITIES SHALL BE PLACED PRIOR TO PAVING. � O *- C- v f DUCTILE IRON, CLASS 52. ALL FITTINGS SHALL BE NJ (MECHANICAL JOINT) DILUTION OF OTHER SATISFACTORY METHODS OF REDUCING CHLORINE RESIDUALS FOR THE DURATION OF CONSTRUCTION. UNLESS OTHERWISE SPECIFIED. TO A SAFE LEVEL AS MANDATED BY DEQ. AFTER DISPOSAL AND FLUSHING OF 7. NO WORK WILL BE PERMITTED DURING THE HOURS Of DARKNESS, NOR BETWEEN 9:00 P.M. THE DISINFECTION SOLUTION, THERE WILL BE ANOTHER 24-HOUR RETENTION 5. THE E.S.C. FACILITIES SHOWN ON TNIS PLAN MUST BE CONSTRUCTED IN EXCAVATION & GRADING TO 7:00 A.M., MONDAY THROUGH FRIDAY NOR BETWEEN 9:00 P.M. TO 8:00 A.M. SATURDAY, NOR BETWEEN 9:00 P.M. TO 9:00 A.M. SUNDRY. 8. COVER FOR ALL WATER MAINS IN STREET AND RIGHTS-OF-WAY SHALL PERIOD PRIOR TO BACTERIOLOGICAL TESTING. BACTERIOLOGICAL TESTS WILL BE CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A BE 36'. BACKFILL SHALL BE 3/4"-0" GRAVEL TAKEN BY TPW. MANNER AS TO INSURE MAT SEDIMENT AND SEDIMENT LADEN WATER DOES NOT 1. THE CONTRACTOR SHALL DETERMINE THE TYPE OF EQUIPMENT AND METHOD TO USE TO ACHIEVE 8. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN TRAVEL SHALL Z ENTER THE DRAINAGE SYSTEM, ROADWAYS OR VIOLATE APPLICABLE WATER REQUIRED COMPACTION. THE CONTRACTOR SHALL ARRANGE FOR A GEOTECHNICAL ENGINEER TO TEST AND ALSO BE PROVIDED FOR. 17. PROVIDE AN ECLIPSE NO. 88 SAMPLING STATION MANUFACTURED BY CERTIFY SOIL COMPACTION. THE CITY OF TUALATIN AND THE ENGINEER SHALL RECEIVE COPIES OF ALL 0 9. ALL VALVE-OPERATING NUTS SHALL BE WITHIN 36" OF FINISHED GRADE, STANDARDS. OTHERWISE VALVE OPERATING NUT EXTENSIONS WILL BE REQUIRED. KUPFERTE FOUNDRY, ST. LOUIS, MO 63102• THE SAMPLING STATION SHALL BE GEOTECHNICAL INSPECTION AND TEST REPORTS- 9- THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS C'W 6. THE E.S.C. FACILITIES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. 2-0 BURY WITH A FIPT (FEMALE IRON PIPE THREAD) INLET AND A 2. PIPE BEDDING SHALL CONFORM TO THE GRANULAR BEDDING AND BACKFILL REQUIREMENTS OF CITY OF z 10. POURED CONCRETE THRUST BLOCKS OF AT LEAST EIGHT SQUARE FEET UNTHREADED HOSE NOZZLE. ALL SAMPLING STATIONS SHALL BE ENCLOSED IN ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE E.S.C. 2. PIP N AS INGLIGABLE. BEDDING SHALL BE NULAR CRUSHED ROCK. 10- BEFORE INITIATING ANY CONSTRUCTION ACTIVITY THE PERMIT HOLDER SHALL CONTACT Z Z O Ct OF BEARING SURFACE ARE REQUIRED AT EACH TEE, CROSS, AND BEND A LOCKABLE, NON-REMOVABLE, ALUMINUM-CAST HOUSING. WNHEN OPENED, FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND LOCATIONS (SEE DETAILS FOR MINIMUM BEARING AREAS). THE SAMPLING STATION SHALL REQUIRE NO KEY FOR OPERATION, AND THE TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER DOES NOT LEAVE THE 3. TRENCH BACKFILL WITHIN THE RIGHT-OF-WAY SHALL BE CLEAN, WELL- GRADED 3/4"-0" CRUSHED THE CITY'S PRIVATE DEVELOPMENT REVIEW ENGINEER, (#639-4171) TO ESTABLISH A PLACE, w Q 6. m G a WATER WILL FLOW IN AN ALL BRASS WATERWAY. ALL WORKING PARTS WILL BE SITE. ROCK COMPACTED TO 91% RELATIVE COMPACTION DETERMINED BY AASHTO T-180. TIME, AND DATE FOR A PRE-CONSTRUCTION MEETING. w v iv 4" x 4" x 8'-0" PAINTED BLUE SHALL BE INSTALLED IN FRONT OF OF BRASS AND BE REMOVABLE FROM THE GROUND WITH NO DIGGING. A 7• THE E.S.C. FACILITIES SHALL BE INSPECTED DAILY BY THE 4. ALL AREAS OF FILL THAT WILL BE WITHIN A FUTURE BUILDING ENVELOPE SHALL BE COMPACTED IN 11- THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR AT O Q N o 2 EVERY 2-INCH WATER SERVICE LOCATION, AND REMAIN THERE UNTIL THE COPPER VENT TUBE (STANDARD) WILL ENABLE THE SAMPLING STATION TO BE APPLICANT/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE CONTINUED ACCORDANCE WITH THE UBC, CHAPTER 33 639-4171 TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR (24) Q CD = o PUMPED FREE OF STANDING WATER TO PREVENT FREEZING, AND TO MINIMIZE wJ � I- OF WATER METER IS INSTALLED. ALL 2-INCH WATER SERVICES SHALL CONSIST FUNCTIONING. HOURS PRIOR TO ANY STAGED INSPECTION (SEE ATTACHED LISTING) AND AFTER J Lil OF A NJ x 2" IPT TEE AND 2" IPT x 110 COMPRESSION FITTING AS BACTERIA GROWTH. THE EXTERIOR PIPING WILL BE BRASS, AND A " BALL 5. THE CONTRACTOR SHALL PROVIDE PROTECTION TO ADJOINING PROPERTY FROM EXCAVATION AND FILL COMPLETING WORK COVERED BY THE PERMIT. L1- so Ei MANUFACTURED BY MUELIFR COMPANY. VALVE SHALL BE PROVIDED IN PLACE OF THE " PET COCK ON THE VENT PIPE. 8. AT NO TIME SHALL SEDIMENT BE ALLOWED TO ACCUMULATE MORE THAN 1/3 ACTIVITIES AND FROM SEDIMENTATION DUE TO RUNOFF. THIS MAYBE ACCOMPLISHED BY THE THE BARRIER HEIGHT. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE INSTALLATION OF APPROPRIATE DRAINAGE DITCHES NEAR THE PROPERTY BOUNDARIES AND BY KEEPING 12. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED 0 a 12. FIRE HYDRANT ASSEMBLY CONSISTS OF A MJ x 6" FLU. (FLANGE) TEE, 18. TAW WILL INSTALL ALL COPPER SERVICES AND SAMPLING STATIONS PRIOR CLEANED PRIOR TO PAVING. THE CLEANING OPERATIONS SHALL NOT FLUSH GRADING ACTIVITIES AT LEAST 2 FEET AWAY FROM PROPERTY BOUNDARIES, AS REQUIRED BY THE UBC CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. F n CHAPTER 33. I-_ w 6" FLG. x NJ GATE VALVE, 6" NJ x NJ HOLDING SPOOL, AND A MODERN TO SURFACING OF STREETS. WATER METERS WILL BE INSTALLED BY TPW UPON SEDIMENT LADEN WATER INTO THE DOWNSTREAM SYSTEM. ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND TO MUELLER CENTURION FIRE HYDRANT, A-442, 6" MJ, 5-1/4" MVO, 3-PORT INDIVIDUAL REQUEST AND PAYMENT BY OTHERS (OWNERS). ALL WATER METERS THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE CITY'S o U 9. STABILIZED GRAVEL ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF GRADING NOTES STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES TO ANY to o �e CONNECTED TO AN IRRIGATION SYSTEM MUST HAVE THE PROPER OREGON STALE rn (2-2�" NST HOSE CONNECTION, 1-4 " NST PUMPER), 1�" PENTAGON CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WNORK PERFORMANCE. a OPERATING NUT, OPENING LEFT, COLOR: YELLOW; APPROVED EQUAL: MUELLER APPROVED BACKFLOW PREVENTION DEVICE, MINIMUM OF A DCVA (DOUBLE CHECK MEASURES MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN 1. FINISHED GRADE CONTOURS OR ELEVATIONS ARE TO TOP OF STRUCTURAL CUTS AND FILLS. i CENTURION A-423, WATERIOUS PACER 6790, CLOW MEDAWON. VALVE ASSEMBLY) INSTALLED ON THE PROPERTY SIDE OF THE WATER METER. FOR THE DURATION OF THE PROJECT. 13. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF ` / IN ADDITION, EVERY METER FOR COMMERCIAL, MULTI-FAMILY, INDUSTRIAL, AND THE PERMIT HOLDER. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A '" 13. EACH FIRE HYDRANT SHAM BE INSTALLED UPON APRE-FORMED INSTITUTIONAL SERVICE, REGARDLESS OF SIZE, SHALL HAVE THE PROPER OREGON 14. STORM DRAIN INLETS, BASINS AND AREA DRAINS SHALL 8E PROTECTED UNTIL SANITARY SEWERS CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT `n CONCRETE BLOCK WITH 1i CUBIC YARDS OF CRUSHED 2"- " DRAIN ROCK. STATE APPROVED BACKFLOW PREVENTION DEVICE MINIMUM OF A DCVA INSTALLED PAVEMENT SURFACES ARE COMPLETED AND/OR VEGETATION IS RE-ESTABLISHED. 1. ALL SANITARY SEWERS ARE TO BE AS INDICATED ON THE PLANS AND SHALL BE TESTED IN HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. TARPAPER WILL BE LAID ON TOP OF THE DRAIN ROCK TO SEPARATE THE ON THE PROPERTY SIDE OF THE METER. THE R, WITH T PREVENTION DEVICE ACCORDANCE WITH CLEAN WATER SERVICES C.W.S•) STANDARD SPECIFICATIONS AND THE CURRENT 14. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF B ROCK FROM EARTH COVER. SHALL D INSTALLED AND RESTED BY THE OWNER, WITH THE RECANTS 11. PAVEMENT SURFACES AND VEGETATION ARE TO BE PLACED A5 RAPIDLY AS UNIFORM PLUMBING CODE. LATERALS TO BE(PVC 33034 AND GREEN IN COLOR. _ FORWARDED TO TPW WATER DIVISION, BEFORE WATER SERVICES CAN BEGIN. POSSIBLE. ANY KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE � g CAUSE FOR IMMEDIATE CANCELLATION OF THE THE MAY AT ANY TIME ORDER LEI `� 14. ALL SANITARY SEWER LINES WITHIN 10 FEET LATERALLY OF 3 FEET 12. SEEDING SHALL BE PERFORMED NO LATER THAN SEPT. 1 FOR EACH PHASE OF IMMEDIATE CLEAN UP AND STOPPAGE OF THE PERMIT. THE CITY CLEAN UP. VERTICALLY OF A WATER MAIN SHALL BE ENCASED IN A REINFORCED 19. UPON COMPLETION OF INSTALLATION OF THE WATER SYSTEM, THE CONSTRUCTION. STORM DRAINAGEo CONCRETE JACKET 6" THICK FOR A DISTANCE OF 10 FEET ON BOTH SIDE OF CONTRACTOR OR OWNER SHALL ADVISE TPW OF THE TOTAL CONSTRUCTION 15. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED COSTS TO WHICH WILL BE ADDED 10% FOR TAW INSPECTIONS, WATER LOSS, 1. THE CONTRACTOR SHALL USE PIPE MATERIALS AS DESCRIBED ON PLANS. ANY REVISIONS SHALL -I THE CROSSING. WHERE CROSSINGS ARE NECESSARY, 13. IF WHERE ARE EXPOSED SOILS OR SOILS NOT FULLY ESTABLISHED FROM OCT. i AND MAINTAINED MEETING THE D.E.Q. REQUIREMENTS. THE CITY MAY AT ANY TIME ORDERo THEY MUST BE MADE BE APPROVED BY THE DESIGN ENGINEER AND C.W.S. AT APPROXIMATELY 90 DEGREES WITH AT LEAST 18" OF SEPARATION BELOW OVERHEAD, ADMINISTRATION, SAMPLING, ETC. AND 2% DOE ENGINEERING REVIEW, THROUGH APRIL 30, THE ;NET WEATHER EROSION PREVENTION MEASURES WILL BE CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL THE WATER UNE. INCLUDING "AS-BUILTS" DRAWINGS, UPDATING MASTER MAP, INTERSECTION MAPS, IN EFFECT. SEE THE EROSION PREVENTION AND SEDIMENT CONTROL PLANNING 2. ACCEPTABLE STORM DRAIN MATERIALS ARE AS SHOWN ON PLAN AND PROFILE SHEETS AND 0 (EC 16. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD LL,i ETC. AND DESIGN MANUAL (CHAPTER 4) FOR REQUIREMENTS. SHALL BE TESTED IN ACCORDANCE WITH C.W.S. STANDARD SPECIFICATIONS. ZO 15. ALL MAINS WITH A STATIC PRESSURE UP TO 100 PSI (POUNDS PER GRASS MIX; SHRUBS, FLOWERS, BARKDUST, EXISTING SIGNS, PAVEMENT MARKINGS, MAILBOXES, I-- OPERATION OF VALVES IN THE TIGARD WATER SERVICE 14. THE DEVELOPER SMALL REMOVE E.S.C. MEASURES WHEN VEGETATION IS FULLY 3. STORM DRAIN PIPES SHALL BE RUBBER GASKETI=D. LATERALS TO 8E PVC 3034 AND WHITE IN ETC. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, WITH LIKE KIND AND MATERIAL.. z O SQUARE INCH) SHALL BE TESTED AT 150 PSI FOR 1 HOUR WITH A MAXIMUM COLOR. LOSS OF 5 PSI. WATER MAINS WITH A STATIC PRESSURE GREATER THAN AREA IS PROHIBITED ESTABLISHED. 17. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE 100 PSI SHALL BE PRESSURE TESTED AT 1.5 TIMES THE STATIC PRESSURE 4. ALL TESTING OF STORM SEWERS AND SANITARY SEWERS ARE TO BE IN ACCORDANCE WITH C.W.S. WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY Z FOR 1 HOUR WITH A MAXIMUM LOSS OF 5 PSI. REQUIREMENTS. AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT ANY TIME ORDER 4; WATER SUPPLY CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL F (n cp 1. ALL WATER SYSTEM WORK AND MATERIALS SHALL COMPLY WITH THE CITY OF TIGARD 18. EXCAVATOR(S) MUST COMPLY WITH O.R.S.757.541 THROUGH 757.571; EXCAVATOR(S) SHALL . 0 -aSPECIFICATIONS, THE OREGON STATE HEALTH DIVISION ADMINISTRATIVE RULES CHAPTER 333, THE NOTIFY ALL UTILITY COMPANIES FOR UNE LOCATIONS 72 HOURS (MIN.) PRIOR TO START OF i W 3 1998 AWWA AND THE 1988 APWA STANDARDS, IN THAT ORDER. WORK. DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS' EXPENSE. jEcK a v 2. ALL WATER LINE PIPE SHALL HAVE MINIMUM COVER OF 36 INCHES TO THE FINISH GRADE. 19, CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND ` 1 o 3• THE CONTRACTOR SHALL TAKE PRECAUTIONS TO PROTECT PIPE INTERIORS, FITTINGS AND HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). r 1 VALVES AGAINST CONTAMINATION. SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY, IT �t/ 4. MAIN LINE VALVES THAT WILL NOT BE DISINFECTED BY CHLORINE IN LINE FOR 24 HOURS SHALL SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY THEo HAVE THE INTERIORS SWABBED WITH A 5% HYPOCHLORITE SOLUTION BEFORE THEY ARE INSTALLED. CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. y.; o 5. CONCRETE THRUST BLOCKS ARE TO BE CONSTRUCTED AT TEES, BENDS, BLOW-OFFS AND 20. A TEMPORARY HARD-SURFACE PATCH (COLD MIX AC OR HOT MIX BASE PAVING) SHALL co o WHERE INDICATED ON PLANS. STRADDLE BLOCKS TO BE INSTALLED ON DEAD END LINES. HYDRANTS SHALL HAVE MEG LUG RETAINER GLAND THRUST BLOCKS AT MAIN LINE. THE BLOCK MINIMUM BE PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH, " `- BEARING SURFACE AGAINST UNDISTURBED SOIL IS SHOWN ON THE DETAIL SHEET THRUST BLOCKS ON SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UNSAFE CONDITION. THE PERMIT c SHALL BE ALLOWED TO CURE 14 DAYS BEFORE PIPELINE PRESSURE TESTING. HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE X m 6. THRUST Al FIRE HYDRANTS SHALL BE RESTRAINED USING APPROVED MECHANICAL JOINT PROSECUTION OF THE WORK. o RETAINER GLANDS LOCATED BETWEEN THE GATE VALVE AND HYDRANT. 21. WORK PROVIDED FOR UNDER TFIE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES - r" 7. THE PIPELINE SHALL BE TESTED AT 150 PSI AT THE LOWEST POINT IN THE LINE AND (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTORS OPINION, TO 0 h r CORRECTED TO THE ELEVATION OF THE TEST GAUGE, AND MAINTAINED WITHIN t 5 PSI, AFTER A OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE WORK 0 PERIOD OF STABILIZATION. THE TEST IS TO BE WITNESSED BY THE CITY OF TUALATIN INSPECTOR AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS' o 7 AND THE ENGINEER. EXPENSE. a % 8. THE PIPELINE IS TO BE THOROUGHLY DISINFECTED AND FLUSHED IN ACCORDANCE WITH THE 22. ONE AS-BUILT MYLAR DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING m MAY BE USED SHORT TERM CURRENT CITY OF TUALAl1N SPECIFICATIONS. ANY REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, ANY o a /- WI'UTILITY WORK AND w/ 9. PRIOR TO ENERGIZING THE WATER SYSTEM, A WATER SAMPLE SHALL BE TAKEN BY THE CITY OF IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL BE PHASING OF DEVELOPMENT igir e I `� �r „..i CURRENT INDICATING TU NO SUBMITTED EXISTS.AN ISTS ACCREDITED TESTING LAB, AND RETURNED TO CITY OF PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG IMTH AN ENGINEERS ^_�;# CERTIFICATION OF INSTALLATION COMPLIANCE (FORM ATTACHED). VI?ill:ilel1 0111111 I } 23. A SEWER SYSTEM AIR-TEST AND (V.H.S.) TV TEST REPORT AND ONE SET OF BLUEUNE / �11‘ LfI [ I W.Itl � I ' "AS-BUILTS" (OF EITHER OR BOTH THE STORM AND SANITARY SEWER SYSTEMS) MAY BE ¢ N c1tII1:II ��4` ; � �r� REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY BUILDINGS N •�r r I 14r 0 THE SEWER 5YS1EM. z wI 1, i,,_ ,,... ., 11 1 r _•,�� l,.(1t v� v� o00!� 'W��I �� { ht,IIa:j mac+-- -^iYsEi : ,�!{�fYr T U' �1 1` I, ,_ 41 _i it} � WO? 24. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, ai p :Idej, T ie .z- n= i t.. - ON A WEEKLY BASIS, TO THE CITY'S INSPECTOR. (SEE DEVELOPER - ENGINEER AGREEMENT �` q i 1::., v r.-o J coo u•)O u NOTE # 5.) ' `4,u'� 8 i ilea=..���43 � � � z m�Lai.. 3 O a � s' CATCH BASIN AREA DRAIN 25. THE CITY'S INSPECTORS MAY, AT THEIR DISCRETION, REQUIRE PROVISION OF TESTS AND o J a j NTS NTS FILTER 36" WOE ROC MATERIAL ifgrf OVALIDATER RCLAIMS OF MATERIAL OR CONSTRUCTION ADI_QUACY/COMPLIANCE. STS FROM THE PERMIT HOLDER, PERMIT HOLDERS ENGINEER OR UCHTOR TO �� �USE STITCHED LOOPS PERMIT HOLDERS S All BE PROVIDED AT THE■ ■ a' minimumTESTS/REPORT H S EXPENSE. U OVER 2'x 2" POSTS -J from toe slope. I 26. THE PERMI T HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND �, 4-, ENGINEER'S S NOTE TO THE CON TRACTOR ICA/ �� ENG E RLTC DNI ONSTR 11\ RBE D BYCIP D ISTUr R EA CH 01NNERSH CI , TO THE CITY FO CUM ENT/ IVER q0i I . WA I .1r I .� 1 S ACTION" V � � � \ SAIL F o.tl 110E A ND O WNER./ SOLD.l BANCE RE N CE OF DISIUR,! / S EVI DEN.� � A! / I S • OR STRUCTURES ACTIVITY,a RGROUND U1ILITIE1, A 0 0 NY UNDEf�- \� EXISTENCE AN DLOC 11 N FAt�� C D.r� L BE PR OTE TEA I KERS SHALA V TABLE SURVE YM ARCH OF A A S AND SEAR ER 1 Y A CORNOB A[NED B 0 T5 PROPERTY , I� \.\• SE LAWS ARE T UMEN � 0 THE P GM N SHOWMN N ST1N .� 27 EXI r fir ,r[ ,�:,:�` ��' � »' •� �` TO THE BEST OF OUR KNOWLEDGE, REPLACEMENT SHALL BE AT THE 1I { `:. l : : : ' i �'' / 'Z> �i� � � � ` \ \� � RECORDS. DG THERE ARE NO EXISTINGPERMIT HOLDERS' EXPENSE.lir u.pit ( FLOW ' ii'/ /l/�/ /•/�/i/ /t/G G /l .. / / / Ill. I /s/i/� i,/�/i./il/.rw,// / UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS .a0� I j4� 'r;i/'// /�' REQUIRED TO VERIFY AND TAKE DUE PRECAU114NARY MEASURES TO PROTECT 28. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIALillilf'�' III' 6' MAXIMUM SPACING " THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER AND FINAL LIFT OF ASPHALT HAS BEEN PLACED. 1 _�i1. ! �;���� FRONT VIEW PROFILE ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, 29• THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES � � PLAN 744, 41 CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WW 10 HAVE AUTHORITY In psi .00 NTS NTS 1 ,,�W„ , TO RESOLVE PROBLEMS, TAkE CORRECTIVE ACTION AND, IN GENERAL, WILL BE RESPONSIBLE IN I '4s�ri,'s�i�l���o cV SUMS SOLE AND COMPIFIE CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN NCi 1` ' THE CONTRACTOR AGREES THAT HE SHALL A5iNr ' R RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF WRITING, OF ANY/ALL ASSIGNMENT CHANGES. ,i 7108�" ANGLEN TOFILTER FABRIC NOTES: CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS ANp 30. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITYlir�. � 0 FENCE TO ASSURE SOIL INSPECTOR, IN WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A � >> o IS TRAPPED I. BURY BOTTOM OF FILTER FABRIC 6` PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITEDN ' r FLOW VERTICALLY BELOW FINISHED GRADE. TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, DESIGNATED "COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER c0, ti �.lao�lf 2. 2'x 2" FlR, PINE OR STEEL INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY OR-OSHA, CHAP. 437, DIV. 3 CONSTRUCTION, SUB-DIVISION P - EXCAVATIONS. THE 44ROH%2,yo0 U DITCH BOTTOM I I FENCE POSTS. AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. �Q. +, A 3. POSTS TO BE INSTALLED ON PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING UPHILL SIDE OF SLOPE. NEGLIGENCE OF THE OWNER OR THE ENGINEER. 31. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER Douap O FROM THE SOLE RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF ` """08/J0�' I .� . : .e 4- COMPACT BOTH SIDES OF FIVER FABRIC RIGHT-OF-ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE CI • TRENCH AS - BUILT CONTRACTOR SHALL VERIFY ALL CONDITIONS, DEPTHS , LOCATIONS AND - r ,,aa rto.: SECTION A-A INTERLOCKED 5. PANELS MUST BE PLACED DIMENSIONS OF EXISTING UTILITIES AND SHALL REPORT ALL DISCREPANCIES THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDERS 3104 0 Vx 2" POSTS ACCORDING TO SPACING FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT OF-ENTRY OR EASEMENTS. AND ATTACH p VIEW TABLE 4-7. _ _ TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. DITCH INLETNTS 1 0 06 44 AND HAVE32. RE PLACEMENT OF THE THE CITY COMPLETE A PRE LIFT OF ASPHALT, THE PERMIT HOER SHALL CLEA -ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER N SHEET NO. NTS LINES. THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE NOTE: AS-BUILT DRAWINGS INFORMATION IS BASED ON CONTRACTOR, FIELD SURVEY, AND FIELD INSPECTOR GATHERED VIDEO INSPECTION. ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. caoi INLET PROTECTIION Detail Drawing4-24 DATA. ALL INFORMATION HEREON SHALL BE FIELD VERIFIED TYPE 4 SEDIMENT FENCE Detail Drawing 4-116 PRIOR TO USE IN DESIGN AND/OR CONSTRUCTION. _. _ -' v --- • I e ' Ij"f' � If 'T�'f Ili III III Ilf III III II. III 111 III III III III III III III 11T Il . . ti 11 111 ip III III will, III Ili Ill III 111 Eli ! II III HIT Ili III Ill III • 11 1 I 12 3 l 4 1 5 " ' ", a ,1 8 1 9 l 110 111 l 12 St' �" 3 THE C•THRU HHIEP COAII•+NY w ti. 0'F, 67 8Z LZ 91l7. 9Z V7. C1lZ, 'Elg TIT. OZ 61 8I �A�:. !OO ZI II Oi 16 8 L 9 LI P Ii!: 7. = 11IL. illll H1111111 IIHJ WWII JlJ11111.1J1111.1.1111111_1111111!I11.WHIT[111111111I1111111.1.1tlali lliil.11.l.1.IfL11J I 1 ' `z 1i111H 111I1111I1111L111a 1111111111.111111111111I1I1i1111tI111I11.111• 11.11 ll.11l�lll 1111llll1l1111111111111-ALIT 1111l1111 .. ti i l [ _ "BORDERS"BORDERS NORTH . o "BED, BATH 8c BEYOND" .I1K) 0 V4 U , * I •20 Q 1 D 20 40 I I.J 1.11 � � 1(- * iwi -I5N 1 inch 20 ft. �, • j * * �!� .- _ %�I 0 W 3 0 * -- --- ------------------ — v = W CC 0 co � � ,,._ NOTES: � 0 I ..- Z oCD \ , .:-- z UNDERGROUND UTIITY LOCATIONS, ELEVATIONS, AND o Z O — (� • ( � EXISTING SANITARY SEWER MANHOLE RIM ELEVATIONS ARE (n Q s>0 1.7( BASED ON FIELD SURVEY CONDUCTED BY DAVID EVANS & p O el ti _________.__..___.__-_.-._. ___ A= ASSOCIATES (RC01-SV-UTIL.dwg, RE-CHANNEL MANHOLE — SIG - -- - __.___._..._._. ___._Ni-----.-- --- SIC — — --� sic - - -- ® RECEIVED 1/29/04). O o v SS LINE A \)--CPROPOSED� n "T-CUT" SAWCUT LINE FOR � EST'ABLI5HEDLi- ABY REFERENCE MANHOLE "BRIDGEPORTROAD ELEVATIONS ARE � a" W CONSTRUCTION OF PUBLIC SAN UNE S M C9 / t 1 OHp A2 LOWER BOONES FERRY ROAD" CONSTRUCTION PLANS, 75% DESIGN, D ARCH, 2004, PREPARED °' `'� ONrt' 36" -- -- o --------- U DAVID EVANS & ASSOCIATES PRELIMINARY DATED MBY LPN 2 h4 „94 o r—_�-- _ - -o a Z $ ��---� — I — I —I --------__ �-•- O ��� SA (S7 ) — OH --1 C_Al„, 0 I / � — O — 1 �? i I .�" I �-- -I h •�$" SAN Tv — - —— — — —-- —— —— — — 'f . 1 —, ~~ -�� W W T� ` _ Ni, c SSEX MH \ - - ,� N -�8" PVC-- -- V �t -V- I • ' r (T1GAR0 MH# SS13A-024) W Z Z O 5 (CITY OF411; TIGARD)-_��_ S.W. 7 rid AVENUE (CITY OF 11GARD) 0 —� d `°. ., _ i6" yr -"T-CUT" SAWCUT LINE FOR _ 1 BACKFILL NOTE: C D = Q . 5,. ° CONSTRUCTION OF PUBLIC SAN UNE ----------- • "l�ry ------- -- --- -ts" W - 4 _ GG t PIPES UNDER PAVED SURFACES REQUIRE GRANULAR Q �- 0 (TIGARD MH# SS13A-023) 4" G w — 51r� -- S7— ____ ---�__ ucr -- - J (� �= _ ucT ��~---�— — `� 1 BACKFILL. FOR PIPES OUTSIDE PAVEMENT, NATIVE 12 >1At 12" STM — — 0 — -- -- r-_�._ �,._,. �� -- -�� UCr7 __ -_ _ �UCT I _J �J �' L - - ______._ t�cr s��� sr,vl BACKFILL IS PERMITTED, UNLESS OTHERWISE NOTED LA- -�..� _ "— or�P - -� NOTE: ALL 2 x 4 SANITARY SERVICE CONNECTION }. - ��''-�- -_�_ s IIT To MARKERS TO BE COLOR CODED GREEN f- _,._ ,_. 4 , , " `" ________ L.... ,‘ ,. THE CONTRACTOR SHALL FIELD a -�� � ` ��„( VERIFY THE SIZE, LOCATION & ,c„ i,.. 0 _,_... __ _ ________ co L -1- DEPTH OF EXISTING UTILITIES B ..• —. \ PRIOR TO CONSTRUCTION r W 1 eo cA L -I e ey SANITARY LINE A PLAN THE CONTRACTOR SHALL w MAINTAIN MINIMUM PIPECt HORIZONTAL SCALE: 1"=20' SEPARATION REQUIREMENTS W a. D (n Z Z > Q Ct d Q F-- Z 17 Q -I N O STA 10+00.00 TO 14+22.10 SAN LINE A (y, CONTRACTOR SHALL "T-CUT" PROPOSED SANITARY SEWER PER CITY OF 11GARD DETAIL 180 U 192 - -____. _ _ -._ _ __-__._...__.-__-_�.__.-----___-- - 192 (SEE SHEET C8.05). m F c STA 14+22.10 TO 17+11.28 SAN UNE A o -o CONTRACTOR SHALL PERFORM ROAD IMPROVEMENT AND a 0- z �i co o PAVEMENT RESTORATION IN CONFORMANCE WITH a0 S011TNWEST LOWER BOONE$ FERRY ROAD PAVEMENT o 7.1. v • 3 .iccat —_--- -� _--_--- __ _ _ __--.__-.--- _..._- - 188 EVALlIATlON REPOR?" BY GEODESIGN, DATED SEPTEMBER J 't cct 0 188 H mco � ��j N i - 0 .titer-.up.� Y Z In 40 0 Lai F= N�.�i II N Z !� ^v Z 1r)dIn—C.I C r CV�-+� 0 184 •Z N A Q r1-I CO"' a 1 r- - - - - -- --_ _ - --- 184 a v rs=-"- - - ______ PROPOSED-FINISH-GRADE ---- -- _ - ____- -_� r ???m a + (BASED ON DEA STREET DESIGN, 0 ,-. o 0 ' >a>w> d 7 at z o "BRIDGEPORT ROAD / LOWER B00NES FERRY ROAD", 1 '� zQ o r z z Nt It o z n>> 75% PRELIMINARY DESIGN, MARCH 2004) 4 z °� rn¢ in se maocoQm a¢ cn II zz _ xr- -� �xxx�x ¢F- -) _ = EXISTING GR.UND -- - - - - - `- -- - co Wfn U Q'WuiLIc.6 <1.- U ce_. . _ -- 5 r 180 - - - - _- - - -- rt- - -- - --- --_._- -- --- Z 180 . a / - �_ __ ~ J U � r - 1 te r _ ` r IX O Sz m o LI 176 11 _ - - __ - - - - -- -- _ -- ------------- _ ----- __ - _ __ --_ O 17f3 n ai JAS BUILT �En 10 06 04 �� No .c 172 t -- - -_�. En • i qj O FZ-Licoiri I LAI NOTE. AS-BUILT DRAWINGS INFORMATION IS BASED ON a m - 3 �o a -H Lii CONTRACTOR, FIELD SURVEY, AND FIELD INSPECTOR GATHERED a N o o 0-8 . cci E a 4- . I DATA. ALL INFORMATION HEREON SHALL BE FIELD VERIFIED ro to s_, 3 0 d- + 3 + . �" S=1• PRIOR TO USE IN DESIGN AND/OR CONSTRUCTION. 0., z Q o¢ 3 0 168 W `� m = O OD .+ 00 __—.—_ to J a / rn S a 8"PVC CV 0 L=10.61' 8"PVC .. ENGINEER'S NOTE TO THE CONTRACTOR 5=0.757L I 164EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN 164 C o 0 ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE r. -a I i SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO VERIFY AND TAKE 170 L J DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE 6: DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON q 160 _---- ____._________.__ ___-__ -...� -- 160 THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 4 P ` cri RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND . ' DI+ FR 0 I PROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT NE CONTRACTOR SHALL DEFEND, INDEMNIFY j- 7108 o AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL r . 0 LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON mom,. ti M n r) m �r - M " U) h 0) THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF NE c tD Iri iri cc; co N cd a0 Qi ai of O O p O M M ROrr 12?�� O h n 1-- n n n co CO m OWNER OR THE ENGINEER. CO .- •-- .-- •-- .-- `-- .-- .- .- .- r .- .- r CONTRACTOR SHALL VERIFY ALL CONDITIONS, DEPTHS , LOCATIONS AND DIMENSIONS ` � I 0 OF EXISTING UTILITIES AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER 13+50 14+00 14+50 PRIOR TO THE COMMENCEMENT OF WORK. C,loa No.: 3 10+00 10+50 11+OO 11+50 12+00 12+50 13+00 3104 0 EE SHEET NO. PUBLIC SANITARY LINE A PROFILErY (S.W. 72nd AVENUE) C0a02 - HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=4` v x / ` J • :F11` IIf" r�f Il_I III Ill 111 fli IIL: �I ..Ill. III III '�J1 -I1 � I-1 al�_ �_I illr ��._ i I-.1.111_ IiI� IILI.I. III. III TIT I �I III TIT ll.l III Ell !Il 111 III I� I III 3 4 i 1 5 � 4 I l I g 1 9 I10 I11 I I12 I 1 2 > µ N. n�--'` r ,.fir,.r-&-* J `�+ THE L?MkUfnI ER OAIPANY F I}. No.36 I. 1 , l .r-) 41: 6 ZY.�fYr-. {:.� {r ,..,2410103 0E 6Z 8Z LZ 9Z SZ 17Z EZ Z7, I . 0'Z 61 81 x LA 7.1 i1: 01 6 8 L 9 5 IV £ Z twl I I l l l 1llliii i.11k 1l111U itti�illllllllII l swill -��l11111111111111111111111..11.. 1 lll lllll�.11lll! f 111I 1111l111111.111111�Li111��.111.l1i1I�11l__I1,111L - : ��:,� ���' � Al: HI 11�111[111111111111..11lllLll.11lluIllll.11llll11111111� 11 i sa o 10 20 so d \ SS LINE B / ``\ ti,",',, ' \ \ s / a Io sa 40 \ �/ Jr - - _> inch _ 20 fr_ _ Li o I \ _ BORDERS\ \ \ �� , z � ) Q O 1 , xi inch _ 20 fL -----\ P \ \ NORTH / . ."ftlikairAc, 45/ '�F ';Q: \ �f r 4/' hk. in y. S f)8 . --7 / q c,‘" <,,`` \ '1' • \ 4 iir ® ,\ ,, �{ �, - Vr.l Z,r r1- _� ` V • i. ;mot'. i/<\ 'Pr � • ~ O Q - `</ , _. - - w1.s •,cl V �0\ '''Vr' � \ /� / i�tor �' \ � /y n -___1:::::2_ Z (TIGARD MH# SS13A-024) Il ,'� I- O , \\ \ - S• / U L.L. a / � 4/ W O ca .rP UCO03/ 0 :> O j \ l t I--- IL' O \ . 7 jor 1 , ,A, \ - • W S / fr- __ N- \ \C .cam ` r_ �l Z (13 CD I LULU \ /' Pill )// cl ' / . .' wvAlhkair,.,___ . . \\ \\'..\\\\ \ / . \\ ,.\ ...,.. %,,•„•.....„_...... /7 ' \ _. ., _, ... _ . __ :___./1._____-1-_-:,-..------'/\4•,...-2-7 r 0 F- - - _ - -- - -- - - ,9 L � --_I"_ '-a-t� l ivnl toy --� W 5S LINE B �' .?I i ' . / 8" - � -�- 1 ..-ter G 0 r r ♦ • L11.1 os - -‘ jil ----- " ILLAGE INN 41) x .. "C) / I 4) \ '\, / \ ' , / g to • W _ STD / �� ` \ ^ © `� - _ (CITY OF TIGARD) © / z N. 1 N/ 7 a z z I—• O B1 e. Q GPI ,y (TIGARD MH# SS13A-025) \ �\�` I TO TRY I—MET S M Cr) \ v� PARKING W C> © `� ` '� N O fi \ \ rr (TIGARD MH# SS13D-001) •` ~``` "_ \ > TELEMETRY PANEL / --= -- 1 (,� `�C �t C c. PRIOR TO STARTING OR SPECIFYING CO A5 0 \ �'� ';'� 3"EACH - - �<• L Q h- °0 CD 8"x6'° WYE A. ELECTRICAL CONDUIT / ) ,ss. J (n I— o x ----"N ' '. :, :; ' 2TTEEIIA\Li_iZoi..crot,cigriTT-irooN AC COORDINATE ` ; /N.. - m • \, / ``�"-�=J -! W o (� 2 E i( 1MTH RICHCD BATTLER (503--715- 2609), CITY OF r� \ `' -- j ,, �� O a, TIGARD WATER DEPARTMENT, REGARDING I \ \ ,� I� I \ i, ' , \ \ , \ , �`„ TR 11� MET r / I — u Uto THE RAISING LOWERING OF ANY VAULT �N � / , VALVES, CANS, TELEMETRY EQUIPMENT, e �� o '� �� / I\ �; 1`, * w N L] ETC4/ r, . (BILCO DOORS/UTILITY VAULT rcy�r iD�� �� I- til °,' � it \ r ' P... A ` , ... COMPANY WILL BE CONSULTED ALSO) P. . 6-6 iib)"�' ��op v ��- �; / \ �. ,1 I ,_______ _.„._ ,. A (L: 312 . •. .... .... eti k 0 N ri tzl c-2 \ \ 0 \ al , cA • . .. Os .0cp I A° 00 ,,-, , , ,'<.7I '''i;',11 .. --6N1S •.,.1 -kNiS ZINWi5 „ZI�-`._ ..—W.1S •,Zl -fr:t' 91-00 �A \\ \ / Il \ tr1:7;:iiiiiiiiiiiii 1---- '\ \ \ ` �'9 476. \i <y�s Cam` 23 13C METALLIC ELECTRICAL d \ \ \' J� , ;�` <, �C r ! CONDUIT FOR ANTENAE TO BE L}'`\ \6'\,\,) '`� \, o !s ��•, W _.! 9f . :', '.•, TIGARD MH SS13A-026 .i `, ! 1-11 f7] `°N� ( ` ) MOUNTED ON LIGHT POLE �1 W . / . r • NJ'J SS M / N \ / (n_j_z : � � \$ 0 \ L�.zz Q CL , BRIDGEPORT VILLAGNN Z Y- :;/.:,,\. <'-,/'>‘\, \ E"/ `--3` � . aN .\ ..\\ i.,, \ Imo ' \ ,r' V J CO 0 CbC>Nd3 f\ ..._, / 2,e, ,,, ‘‘:-_---/ i 7 \ .'N t) f' 1 �, NOTES: \may // ..\-''`, ti W 4/ m CL or SANITARY LINE A PLAN SEE SHEET C8.04 FOR CONTINUATION UNDERGROUND UTILITY LOCATIONS, ELEVATIONS, AND f SANITARY LINE B PLAN z EXISTING SANITARY SEWER MANHOLE RIM ELEVATIONS Pc M BUILT HORIZONTAL SCALE: 1"=20' ARE BASED ON FIELD SURVEY CONDUCTED BY DAVID A HORIZONTAL SCALE: 1"=20' BACKFILL NOTE• o co 0 EVANS & ASSOCIATES (RC01-SV-UTlldwg, RECEIVED PIPES UNDER PAVED SURFACES REQUIRE GRANULAR U 1/29/04). o o BACKFILL. FOR PIPES OUTSIDE PAVEMENT, NATIVE PROPOSED SANITARY SEWER MANHOLE ROM 0�06-Oq- THE CONTRACTOR SHALL FIELD BACKFILL IS PERMITTED, UNLESS OTHERWISE NOTED L , m ELEVATIONS ARE ESTABLISHED BY REFERENCE TO NOTE. AS-BUILT DRAWINGS INFORMATION IS BASED ON VERIFY THE SIZE, LOCATION & o CV "BRIDGEPORT ROAD LOWER BOONES FERRY ROAD" DEPTH OF EXISTING UTILITIES NOTE: ALL 2"x 4" SANITARY SERVICE CONNECTION NI- 1 CONTRACTOR, FIELD SURVEY, AND FIELD INSPECTOR GATHERED .4- CONSTRUCTION PLANS, 75% PRELIMINARY DESIGN, PRIOR TO CONSTRUCTION MARKERS TO BE COLOR CODED GREEN , o N M N 2 DATED MARCH 2O04, PREPARED BY DAVID EVANS & DATA. ALL INFORMATION HEREON SHALL BE FIELD VERIFIED m I o PRIOR TO USE IN DESIGN AND/OR CONSTRUCTION. 0 0 Cl 1 a on n ASSOCIATES. w +- o z M n 'mow in ^^ 192 le pn L- , -• W- -T -2?co to to � - 192 - x �,LA La o c�i QZ :La � =z�'r' �^.-, a¢ci N + c . .. $ T z % cn =z m-'z N W PROPOSED FINISH GRADE F to o .a N o z 04 za N °�"`''� (BASED ON DEA STREET DESIGN, c00+ II o o Q `"�;co °ter°n ci "BRIDGEPORT ROAD / LOWER BOONES FERRY ROAD", a c z I ES <i •In r` m o -i 18$ - ': �a o u a __-J��._PBELIM[NARY�lESIGN,�tARCH�c L104) - _ --a -------- 188 -- -I-Poll ply).- - -- g z n ��m arm ± r !I II =f - - -- m''"; I zz c ¢�, c�omm - - _-____ . __� J v N + M FI'- I dam D•i Z?� <I--�-1 e e x Z Z=1� I CI co G7 d Si. N II o= M��< m >>> LA G o3CO ?tom — Z <tn c• o co �Q o , > z..:0 .� it zz EXISTING GROUND - - Y _ _ ozd' 2 F^ _ Z ~ 'II • Z <I--- -I =f f L �- Q II Leal o ¢r -i cncn II c� �a000ao � _� - -- -- -- ��� •`rn�M� m0 c: P MT) .. co / � - � _- Food 1 riI- 188 a' 184 - -� -- - -� - __- .____ _ - 184 188 - +�m�j --ram`'cn-Il-.-. - .._. -_ -- -- --- ROPOSED'FINISH`GfADt�--- 03 > / ¢ + rn z II CASED ON DEA STREET DESIGN) z¢ n ? 1 .� C, w�t Z / ,� � / / Zara O cnon, -03 UN C -- cc-� _ _�� � 1 2Qut Ilzzz / F.,..- N O C rd.-- t¢nvei u� CCCOCO O / --- _ 'z `' � v litfr co 1-6 - --- _ - -..--. 1jc.) --, 172 180 - ------------ ---- 180 184 184 a, o M 6� I EXISTING GROUND / / �4 ' q � No ��U �� -� � � \ / / .� b rL, zozx 3oN /D / W `� O to3 '-CNI ¢ (O N j `J_ _---- __ - - -- -�-- ----_-- _ _- _____--_-__---- - - __ _____ --- ._...__------__ -------------- —. - - 180 0 176 - -- -- ---- - 176 180 + x mCr) ) V tin Lo co in rD 8-PVC L-1�3.40' L=125.38' - S=0.417E ra i (/) - --- ---------- 172 176 L_ IC) 1 ii: 8'PVC -9-4O% 5=0.48% L-117.fl©` L=116.88' _ - S= _ q O uD. in . t E. rn - -- Lo _-�._. __� _ _ - — - I_-..-�_ - 172 �c R 1 ci _____..___--_—__-- 168 172 --____-.______-__._-_ _ _ __---_-__.___..__ --- __.... __..___.___.__. _.__ ... _�--- � � -�.g,;.�,Og�. 5=0.45.'� \5 ��,ciweER � 8"PVC { 6�31•- L=203.22 l ,. 7108�.'E �t can ;1R0H 12.1°41. o M •- cD a CO N M tD N) `, CV r r d 8-4:d t+E?EY1�L ag�ja/06 00 amp Op co 03 oo OD tri 00 COIli QNO a60 coo t�0 co 00 'Q r r- r r- ,— (J08 NO.: N 3104 Q 14+50 15+00 15+50 16+00 16+50 17+00 17+50 10+00 10+50 11+00 11+50 12+00 SHEET NO. PUBLIC SANITARY LINE A PROFILE PUBLIC SANITARY LINE B PROFILE (S.W. 72nd AVENUE) (s.w. JEAN ROAD) C8.C.)3 HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=4' HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=4' / J � + '_ FYI ( I1If1I IIIfI 1i [ II IIIIIf1I .IIIIfIfll N-+ f ..l_-If1lIl1' 111111lillllllllllll llllllllllll ° , . , , ✓ ,.1. l i i i ' l I lrl l � l I [ l � l ill 1 [ 1 i � 1 � � [ ' i � l l i i � I ill > 1 1 � 1 � � � l � l -' 'g::. 1 8 9 10 111 12 ~ I I 1 � I 2 � 3 4 � 5� T�' �.�-�� � ' - ; .i TM�GiHRI.RlllC"COI.IpANNo•3eOF 6Z 8Z LZ 97 9c, 177 IZ 0Z 6I 8I •," ,. Vic' ���t� ZT TI OI 6 R L 9 9 t7 F % Tw� y_ °!!' j__.,111 .1111_11.11111111 J1.111111-1-1111111111111111 111111111.1.E1111.11.11Ul fill 11111111L1111J111111E11111111111[11 __. 1r 1 z 0 (� �� r� • t / ,'' Q NOTES: P UNDERGROUND UTILITY LOCATIONS, ELEVATIONS, AND ZEXISTING SANITARY SEWER MANHOLE RIM ELEVATIONS ARE :I-- PROPOSED o BASED ON FIELD SURVEY CONDUCTED BY DAVID EVANS &ASSOCIATES (RCO1-SV-UTTLdw , RECEIVED 1/29/04).S 4 U 9_ ' jti\ , SANITARY SEWER MANHOLE ROM ELEVATIONS ,_j � p SS LINE A © ARE ESTABLISHED BY REFERENCE TO BRIDGEPORT ROAD / _j p N IF zo o �o so �o :%' LOWER BOONES FERRY ROADS CONSTRUCTION PLANS, 75% rn ` '' PRELIMINARY DESIGN, DATED MARCH, 2004, PREPARED BY I— > • / DAVID EVANS & ASSOCIATES. W Z . L inch = 20 tt. / U 0 1Z. \. N i McCORMICK & = o W f •/I f r ' • W W O SCHMICK'S GRILL m o 0 • o/ u z3Z I / Qs��Q- W BACKFILL NOTE: N M `b PIPES UNDER PAVED SURFACES REQUIRE GRANULAR 0 _ O t� f' " ' 4 "' ,`� BACKFILL. FOR PIPES OUTSIDE PAVEMENT, NATIVE a �O , .U) / BACKFILL IS PERMITTED, UNLESS OTHERWISE NOTED ` J EX • °o NOTE ALL 2"x 4" SANITARY SERVICE CONNECTION r '`2> SS MH / MARKERS TO BE COLOR CODED GREEN / / ' z / a.., 0 I. ` THE CONTRACTOR SHALL FIELD,' <\c'>'/ A4 VERIFY THE SIZE, LOCATION & z I- 0 DEPTH OF EXISTING UTILITIES .. PRIOR TO CONSTRUCTION Q LE.] IK x b C ts- d (CITY OF PEA / ' Q CITY OF TIGARD _� { N. \—_ __ "� -� ; ,� o z _ L� >,�� ...ice rr 4!� !/ .v. r �.. - ct Ls_ I— t9 ' CITY OF TU ALATI N (11GARD MHO SS13A-026) �c�Tr d';A SS LINED L. 1 '''''. .'..,•::.,-,. s>/.. >v Ell o/ a-C-63 .... N r � cn 9 ` ,/t/ PAD ,��' d ° , - _ 4 •. - Do --0 - / / A \ ,/-/// .-, 6 .. .4v- i N , // 'TV --1 ‘.,/ /1S, N.- A . w < W _I o 0,4›. 0 \ Cf) a- / / 4' 4‹, d �• 0 "V..._ / .1-. VILLAGE INN" V) ,.` i / A . / \ \ 11-.- 03 0- SANITARY LINE D PLAN -13 a O HORIZONTAL SCALE: 1"=20' ce °a C 1 0 r -N � d- 0 I d- >: 0 alI o d IY _ Z m t¢I) th)O7•1�j ¢ nO• Z fA _ r r r h t0 "14 Win ^ •• 192 Sao—r_•-r_.-*=— -- ----_ __ ___.___ _��az ^W__-__.__- 192 a W z+,� 0 PROPOSED FINISH GRADE o J¢N n n cn ¢o m >>> (BASED ON DEA S-REET �zcn L•i X¢ Z z Z I DESIGN. DATED MARCH, - °r° T ao j ¢a:~rn ° ° z m 188 — - --i - � >>a- �- 188 a0 al to EXISTING GRO{ ND z¢¢� z z z ¢h-I--J _i • • (n{l)VTU tr co co co Z g -, ,,,,, _ — _ _ _ _ - _ - _ - -z- As _. BuILT uN CT �_ 10--06-04 WZCO� c w _ _-, cu 0 �w cd�y CT o NOTE: AS BUILT DRAWINGS INFORMATION IS BASED ON --o a i r7 CONTRACTOR, FIELD SURVEY, AND HELD INSPECTOR GATHERED tts by y 3 a td�'— * O DATA. ALL INFORMATION HEREON SHALL BE FIELD VERIFIED Q, z o o a 3 0 otmn=LI- f- 180 — CO 180 PRIOR TO USE IN DESIGN AND/OR CONSTRUCTION. O J tt = N w ENGINEER'S NOTE TO THE CONTRACTOR (r::0) 8 N S EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN �• 176 — 84--- -- - �- -- --'----'- ' ---�- 176 ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE n. • U L mil```pYC W BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING U11LI11ES EXCEPT THOSE- �-- , OW SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO VERIFY AND TAKE / ``\s`9, DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE \ DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY ,p !�� FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON iii 172 ` ` 172 THESE DRAWINGS. L / Q. - - -- - -Ogg-- - - _ ._._ E. �• _ _ __ _ THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE ( o — RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OFr;� ��- — — CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND zpn. PPROPERTY; THAT THIS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO ��� � ? `' I , NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY V 7t08QPE • o AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON _ �--,w�► co THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE '• a ^ OWNER OR THE ENGINEER. to 1°ti .► F. ado ro � �' H,z. ° - CONTRACTOR SHALL VERIFY ALL CONDITIONS, DEPTHS , LOCATIONS AND DIMENSIONS G> pS� o OF EXISTING UTILITIES AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER ` ��� 0 0+50 0+00 PRIOR TO THE COMMENCEMENT OF WORK. -6 /J0e NO.: 1 ,°; 3104 PUBLIC SANITARY LINE D PROFILE SHEET NO. . _ (S.W. 72ND AVENUE) i o - C8.04 HORIZONTAL SCALE: 1"=20' VERTICAL SCALE: 1"=4' ,... .........._ ., ,,, _ __ ._ . ___ _ rI` l1f 111IlII" fIII11' f1ll I ! I1111 € CI 1lfTf T1TT1Ifl1111II111111I11111I111IIIIIl11I11 ,. , _ _ . 1 l - I I i1T l � iiIlI ICI flip l � I � I ( I I . l,a, .� � � 1i1t1i � I � 1 1 � 1 1 � 1 � 1 � 1 � 1 � 1 1 I 1 1 � 1 � 1 1 2 3 4 5 �•i...--: �l•; ,;v i; S 9 10 11 12 • '7 t THE C•TRRN PULER CQ,JP.NT M 9 Rmr+dM.l Ci tW.V:45� No.36 crnti Cu.Z::1,nnro - 14, R "l Pffl:41(1,1 L1 OlE 67 8Z LZ 9I7, S7, 17Z EZ ZZ 17. 0Z 61 81 1 Zi 1I 01 I6 8 L 9 r 17 E 7. 1.4 1111111111 Ili I III111I 11li1111.1111 III�111111_.Il_..I1J_1.1 �llll_1.11111111J11111 ...�l11L11.1111 t .: '� ''Mill iii iffid�I_ll.l�llll��lllllllllllillli1111i111.111111i1111111111i 1111_llllilllillll ll.illllll�ifillIIIII.._ 1 1 11 i • PRE-CAST 1i'CONICAL PRE-CAST Ii•CONICAL NOTES HOLES(2) SANITARY HOLES(16)STORM • LOCATE IRAHE AND O MERrim i COVER ONLY COVER ONLY 1. ALL STEPS SHALL CONFORM TO LE PLAN lOY LEDGE w T1�TH AT LEAST • FIRMLY NOLIS WEDDED. ASTM o-,7a MTV PROPERTY EASEMENT 2 MACANRE STEPS MUST BE-47 AND P FIRYLY 1]STEP ED. �•••. �s - ) 3 ALL STEPS WITHIN A MANURE WALL J .,t ) , ••llal lERTEDI1 • BE OF THE SAVE DESIGN,TYPE,AND • `v/ 101001OLI13 SIZE(MOM OF O MAR:NED SR:PS I ) U Iii IS ), I)11 I CA!ilIII(H FRAIL AIIUH0.1 Dl1xN CUVLR`,` CDYERMI I N1NTItlM EHrol TO JN `�' • >L: -'• 'A:' pIpE9ZE AS sPECIFI[T) ,` -MAIEHTINIT ICCNANIC ENO CLEARANCE PIPE SECURE 2X4 IN PLACE �-'I Q O �.� S-3/4• AGAINST PWG W/BACKFlLL - ,;� -- - FtII1511E0 GRILLE ! CD - o / �, !:!' TO PREVTaIr PLLIa BLOWUP '%hill. CLASS D CLASS C U•) ?'= TO TOP FIRST CA4TEP .� •• *• U S A.C. PAVEMENT [ Au ° OF F1RST 51F7' / AIDAID F11AIE AFD OOYtA CII O -■111t7R1na FRA W AID cotat SEE . 5I01.1 mAtiGi SAWTAAY ,: ri rr.-1-, !•� 1 /4 •,I�Il ��� ` r ----•-. •-1N O M N0.17A _I3 a•• .,. NM NOTES: r_-.'�_ __ i` 1 W 7 I i��" •� 4 0 SET FRAIE N NON-SNRMIC O O O I~ 12' '1 A'• '"• •r'�► 1.FOR NEW C�C3TRlJC110N AIL SRJE1IE)t NO StIFSTWI P1F'EJ.� I ' -�" W 4' CONCRETE 1N FILL � � \�� O limy �••• t>aCl1T CFIECIION9 10 6'NO 10'VANS MALL BE VON FA410RY .• ,/ r a) ,„ R 4: ..•A:' MiEVENT BONG ID PIPE ••1{%,:5:'�:'J:�. 'n4s,'s('•.:'•. NOTES: 14, Li. • 7} fABI•CATED'TFE'FiFiI1GS llrfS3 OTIFr7VM9F APFRiOVEII ZK4ct -� .i-GRADE RINGS(2'.4,UR I!'} 0 •.4 '..%p 12' • �j PEatsT NlAN1101E SECTIONS SHALL CONFORM TO THE Q z PIPE MATERIAL SHALL OE 111E OE THE FOLLOWING 1' Aw j i•=i F' I`� 0 CO �� tr i.••A A PVC AS11F-JOTL A1'•�jT�Z� /i��IF� '•�~ NATIVE MATERIAL O i 1. ALL cci la SET Pi it • •F-:a', r- �� REgU1RT]iO/1S of Am C ua ALL PPE MALL Be arGR Omme I'I • . •ef. • •I • • . o (D _ GREEN- FOR 9AHTARY SLOE sslEns I �J' 0 , i `� 0 Z 3 a.�� r �. 2. s�rR PCLNEDENc1TI aF SooDps.AND SLUMP HALE �?n DAY swam E7�O+TRIc al6rE FOR STORM 80E PrLlfEs /\ �'� II, �, SET K Nat-sI1RwK GROUT COPOLYMER POLYPROPYLENE PLASTIC / I >.I:I;II� rr�r���r 12 �r t •r. p Q �71 3,ALL JOINTS SHALL BE SEALED VAIN PREFORMED PLASTIC :` . . R CONCRETE A41Y C-14 CL-2 I ',,• . T SANITARY STORML.J GA15 SUCH AS Id71T SEAL N0 2.RAM-NECK.OR AM •• • L;p( J=�M qAy$-60 PVC SEIICII P]PE ASTYe p-303, SOR-]5 • �� 1/2' GRADE 60 REINFDRCEUENT • • A. .+- MIN milli ,11N11Mt4I G'or COW'ACTEO DACRFILL 1•_-0 raj 0• ••`+ ro re APPROVED EIIUAL CONFORMING 70 FEDERAL SPECFICATION 24-3/4' I a: ,' ,� • HEIGHT: TOTAL 1ENGT11 OF 2%4 36 3 VCR ICAO p�FSHED ROCK AROUNU UCOH'ACT ON •'��1 '0�l� I W 0 I� • LOT+: AS SHOW ON APPRDvm SET OF PLANS y ►•�f ( D O I- M 4 ALL PIPE CONNECTIONS 10 YANIOIE stRAl1 BE i8 UARkwGS TO FACE 5IRLLI l I 114! o O O CD 1IATEATICIT 9170 MIN. T-160 O lT 7 B- /f" �'i///JT%//JiTi%//f/�//Ili%J<iJ///i 13'CC 1 • HEIGHT apl - UACNEI ♦ j 1 •,•,% I • �'- 0 0 5.PPE OIE N CH OF 24"OR GREATER SFRALL REWIRE A • STEPS NO SEE f '' OF r •., i MAHiRE NE CHANNEL OEGL. STD CRAVING N0.ROD r 3-J/U'FOR IN 2X4 COLOR CODE SURFACE SURFACE TAPE w �`TI,♦\ .��.y.•,�•,♦�%�1`, :s"\y ' a PPE CANtatnaNs OF FLAIR OR MORE WILMS SHALL ---, I - f + ) I T!i"�:+':Ti'"+:+':r "f.+•"'+'"�:+•i REWIRE A MANHOLE COMEC110N APO CHANNEL,DETAL (VARIABLE 1'-4') 2� 1 IT PIJISBG SAFELY STEP �T/ (CREAM-SAMTMI� .> :40.1,:tiii;;%;;;:;1",:::;100I !, •• �.•: �' , d / I �� iS PVC ETA t. IrYE SxC%G PVC ,5' EU. SxG 1f//►• 1�1� �J ''�_ �I CUMPAC7 OLBOIHG 45Z 7-l9 ar ,\�,�, 1' -I• r�7.PROMDE A Y•IMIY OF'B OF NTACT(111RgSiUfDFp) � aIII � �!• �� 1 ♦ 1Z• /MAFRKI.E IV LL 6ETTEER PIPE BREAKOUTS AS MEASURED �,-, _ < y rIL BREAKOUT OF MALL FOR PIPE SHALL BE r YNYW AID f I 75' i 10j Y ' 6• • • 1: .. a: J, �:iON 7TE lISDE SAGE OF THE 1EAFI10LE I V . ';► -+i;� •••�:,� •::•:�t,•'MA7 LAM CLUB OF PE'E VIM1. xMI es•JMi>tl % I I +,••d _� T4 0 ROCK 11 a a a.l ; a•1/Q THtS DETAIL LIKED TO LlA10)IIM ILTEAOR DRR'OF 24• LABEl.MAGNETIC TAPE T•RI ULACK LETTERING xJ PIPE ZONE /•' •:!C�;♦�f;}�,ti�f,�1+'7F.�.Q GROUND - 1 STORM:SANITARY: "CAUTION SEWER BURIED BELOW." 'CAU110l1 STORM DRAW Bl1RlEO BE1 OW' 1 P !' FOR SANTARY COMMON NO 4a'FUR SR1Rl1 -PLUG0.,--......,1 • ♦`ram 14 WATERTIGHT/TAMPER PROOF WW1/LE FRAAE AND COVER 3" 7" 11 --^ /� ,�, /•'•�, PLACE 18'ABOVE TDP Of pF'E ANO AGAINST 2XA. r \• f, ' v'+'• • CONNECTER. I� 12. ,, }y {�.�9iA11 B£USED N ALL E1197EENT AIQ OFF S1RFEr AREAS 7 ///J �6 3/4'CN VNRRED BAR /// r.,r4 ,.%4 .'•: •I a}` �,kst / - :• • i n.Ts\•. is :i•rrtt.�.!�. �F'� A. V //� % SECT I ON :ri',.• *i': ,; a';:i''�1\ ,•FOR PIPES 27' W �. 3.. MATERIALS: a.j: -:,,. 1114 +y. •J �_ :�i' ,rI -� tY LIME 12' 0 Vi,. 14, •'rV'i'V ~ DIAMETER PEE SMALLER (CIE IELx1•ED) T tit FROM TOP C ' GALVANIZED: i• L ••' P �� PLUG 1.`;1•La;.f•'i, t,•1.1' a.t 1• iQB MO PIPE YO 11A M TCCLE 23" �...a'! / f�•• ••f!,>:`"r+•• '•%!•., 6'FOfI PIPES GREATER + ���' THAN 27' DIAMETER Z f- Q _ I r6 (3/4DIA) GAVDEFORMEDREINFORCINGDNA. NOIC: / Et 24-1 2' a 1rI / REINFORCNC DAR CONFORYINC INTIi ASTM A-815 CRAOE 10, 1D. ��1 ( 1. CAST IRON CLEA1JUlT FgA1E ANp BOLT I10i1N COVEq I7M0 RECESSED STAINI E55 STECL BOLT51 N. -PIPE L•0, +16•MIN.- -.I • G'PIPE -9' 10 x 6'�= IIJGII TYPICAL OLYN•IC M1Ott! D/T 1 WIPE 1.0. • % 1.51 t IV MAX. ttt i 3/41EJC11CAL FOBIT OF PEE 31- GALVANIZER CONFORMING MATH ASTM A-123. d;! �� •�._I • '''' 6• PIPE- 114 i0 x 734" 111011 TYPICAL (Look NIO35 O/T C3 r' tal_ ' � -, _ - PLASTIC: I '�. �' MUST CONFORM MOTH ASTM C-478 A:'.'! •�I A' • •e ;•1L�� MINIMUM SLOPE FOR 3/4'-0 PIPE ZONE 1�II��I. I� STEEL REINFORCING BAR MINIMUM 1/2• GRADE 60. + U' PIPE - tl.010 MA7E7tAL AS SPECIFIED p . ' 4' PIPE - 0.010 0 Q Q b C 1'-I NOTES MEETING REQUIREMENTS OF ASTM A615 ENCAPSULATED • n '' SUPPORT TEE 1NT11 F-'- C O20 MIMAlts,l OF?I�-D"CQFPACTED , • .. 'MTH INJECTION MOLDED COPOLYMER POLYPROPYLENE �� \� BEDDING TEE VA F'- m A ��MATERIAL :••'fe '1'. �':�r j;t*; L I. SUBURBAN TYPE NOT FOR USE IN TRAFFIC AREAS OF COLLECTOR AND ARTERIAL STREETS �'`� < { 2. COVER AND FRAME SHALL BE GRAY CAST IRON AST1A A-,e CLASS 30. MTh SERRATED SURFACES. / MINIIAUM 2'O" MADE ELEVATION - ^ �r �.• va 14 ="A�'•r•rr v,; •' ' 3. COVER AND FRAME TO BE MACHINED TO A TRUE BEARING ALL AROUND. 4TOR GNVMIIZED SRT' r�0 CITY ®H� SEWER ;.-,"; : C°+�TY ®F _J W a. 1� o „.__•:,: • PIPE TRENCH BACKSI I,l, Lia. NOTCH LJD FOR LIFTING HOOK. I Ar TUALATIN, OR CLEANDUT ► TUALATIIV, OR p �, SUBURBAN AND STANDARD DATE OF LAST -SCALE: _DRhYM: U.L. DATE DF LAST SCALE: NOaE DRAWN: D.L, eo MANHOLE STEPi SIDE SEWER / SIDE STORM /•���,� REVISION: 2/96 APPROVED: u•L.B. DWG NO. lOp REVISION: tpnpot APPROVED' x.L.u. D,wc 240 ,y. STANDARD MANHOLE Se vices MANHOLE FRAME AND COVER CieanV Serv;l s °' Seszv�oes 4LGil1lWcAe F`- Qts•aaa�a�t h aYr. D.,emRaaalhlawl la dalr. o.r.a.o*tr■L.•La. PIPELINE Serv> _ DRAVANG NO. O(0 REVISED 02-03 DRAWING NO. 11O-SA STREVISED 02-03 O.T eoarltme.t le dear. W IU / REVISED 02-03 DRAWING NO. 100 DRAWING NO, 170 REVISE() Oz-UJ o W C a tv - . man �-� �' J a ENfCC f i DETAL PER CRAM NO.160 I z iOPSCL MATCH EXSINO MATERIAL. 3/4" SQUARE OR As it . EP/ PLUG AT END OF ABANDONED SERVICE LINE • A SHALL BE GROUT PLUG (AS SHOWN BELOW) OR, A A B app B 0 MAle W mu WITH APPROVAL OF INSPECTOR, MAY BE A GROUT __ _ o -J FUME APO COVER 1I ❑ O T� U MECHANICAL RUBBER PLUG AS DIRECTED BY IItRMINIO N0,t60 ... .....A1 _ �! L -a L71 „0,,, J f-- 4 T-- I a J CITY. ALL PLUGS AT OTHER LOCATIONS SHALL 5TMEMAID MANHOLE moron m < A BE GROUT PLUGS (AS BELOW). `� �A� G a_� r V Et DCI Li.S6❑Q 3 I g I i I 0 B 4 2 cm FINIS+i GRADE ���`a•Jy'�►'�•V��/ `� < I r i •,Z 8" MIN, GROUT �,,L, 1•';;�' 1wAT7x7tIxRr PIPE PLOD II �/e t \ ! 9 PAPER PLUG • WW1 stops 1'�.-___ ..1 n I L I i Al ., �a„ . ..•. +I ,. ,,".T `..1, S1J p E-�AIFME�F�m 1., I ,.- •L. �� TiI� :•t U .:,:. R-• r MIL CLEARANCE `• r % PROVDE 3/4•-0 FORA g SECTION B-B ;� I_n W w • •,• a•. YIRIR>d OF a'AROUND ' .• Z m E Et n a✓`,. , ;.•..r:' a: .•..v 1 `�; \::,/ V I. 'r•. .� CIFAHOl1T `, O W O m 4 t.6.. ..�r ► , 1 �� I CV a N re W /r�-•-y cc l4a r ` ' SECTION A-A 04 '� to cJ �•aV\-----:-7.r- •. % 8' AIIN MIN o z ���-♦" , - - - y r •'u/MOM MOW ~ 1 - - - CJ S a O tti o•• a•• . '` L OUTSIDE OF PPE BELL - F- r1 00 s ���' NOTES: -/ O Q U . . •Q•' %iiiA14,,11. • • • '� •' 1.JL'MIEN HEAD BOLTS - W U �1' '• P PLUG . 1•tGHc IREn. m C7 a' B" MIN. GROUT PA ER I �K ►• ,� ', . z.All PLRYANANr ClJM100T5 y CD r'•.: t w♦ ! •• •^ TO HAVE HOOT Do*"COYLRS 'I + W ICJ M• M • •��.1'a�. + •a:, •� / 3,MATERIAL SHALL,DE GRAY _ +���� LLa Q N .1 • - L' ;\ CL RON34'•ASIL A-48' ►,. •\� /ia- \� _ D.,M Q v. , •, :;;.:7. -"111111111111r01111 :,..., .����; •I ti A.I�. . •♦ •a.: ..1...4 . .-d •r ';i�S •" TRENC ZAOLI MIMED �.'OATION <"1 Z W O STPREL C "' • p .. ; ° 4'd " ° CONCRETE ENCASED W 1...W O • '- ' ., , '' a. REFORM CHANNEL AS 3/4' DON OF IRE J/4'--0 X q 'r a ' ° '.° o • DIRECTED BY ENGINEER FOR PLASTIC PR'E il. ��� w Lo z 0_ 'I'+ NOTE: m Lozpr ' NOTE: 1. SURFACING OF PAVED AREAS SHALL COMPLY VIRTH STREET CUT STANDARD DRAINING. v In M d U.0 CO THIS DRAWINGI DEPICTSU CONCRETE PIPE. NOTE cOHCSETE ENCASE ENTIRE WYE SECTION AND 43 BEND IF CONCRETE PIPE DETAIL 2. JOINTS TO BE TACK AND SANDED. o w 5 W " N USE MECHANICAL PLUGS WHEN ABANDONING PLASTIC PIPES. - - W O Z o a 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULS10N, W x W L.,..0 IX PLUGS FOR ABANDONING SEWERS .�'" CLEANDUT FRAME a,a,,,�l.A ,� ce ¢c 71 N.T.S. STANDARD CLEANDUT C leanW rye ��Servic� DRAWING N0. 150 REwsED o2-03 �"� �P•Lt;InLAa r 2 z la Ou eo>•�itaaal iaclar. AND COVER L-R CleanWaieri--'!-' OIOFinaR00FPMeE7IF AGUSTRENCH D10 NO. 0 ri m W r REVISED Da-oi cardamon - DRAWING NO. 160 0.... et,•1..r .a•.►a••a• YA•al A BACKFILL 80 Da CA Z o o¢ az 0.1. , L': aom as+n CITY 7>GARO7>GARO ►Alc MIO w►-r1At ROM - - Cl <Q F'•'iTE UI un o Lu QVceW� .G tLl�WMa c 1 L- a, U CCNI C C_ C� NO , �• Iw-Z 9I s_ '-ce r7 ca d UPJ x 3 O Li.. 3 M clm N jt" cn J U ,O • Ja 1 1- 0 v cV Eli AS -- BUILT 10-06-04 • - J Nf•lOT3 No.: 1ii NOTE. AS-BUILT DRAWINGS INFORMATION IS BASED ON 3�04 0 CONTRACTOR, FIELD SURVEY, AND FIELD INSPECTOR GATHERED E- DATA. ALL INFORMATION HEREON SHALL BE FIELD VERIFIED SHEET NO. PRIOR TO USE IN DESIGN AND/OR CONSTRUCTION. re CC1/4-.13 o 05 3 i L - . .......„. ____ _._ ___ • _ .. , . ,. , . . .... . .... . . . .. . 4 1 DIY i1il 1Ilf III Ili iIi I I11 111 111 111 1I1 Ijl III III .111 1111111 111 I ► A 1_.11 1 111f 111 I 1I1 I1I 111 1111111 l Ill 1111111 Willi III I111 III IIl l 1111111 1 I 1 2 3 4 5 y '* y g g 10 11 12 ^,' L.„. THE C.111•11 . Y r• :hA.J kW' 1: 4 No.36 l;IISACRT4m nL al„N0U 4 11.111.111.1 I11 ff' '0 6Z 8Z Z 9Z SZ 17Z EZ ZZ I Z OZ 6 [ 8 [ .- '` * Zi I T 0T1 ' n 6 8 L 9 i' F i. TI�D Ill/ 111111111111111111111111111111_ 11�111111111111111 1101111.11111111. I 11I � Lll1J1l111 III I Il I , ' Lill Ill11111 I111I11111111� 1-1L1{111111111111111111lll 111111111.111l1 _111111111111111[I 111111I1-I HIIII II1 -.. 4n,1 aT v