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Red Rock Center 111,11111,O'Neill 1,1111 1...... III 1,, 11111 111111 Iii ONE;! U.11 GENERAL CONDITIONS. RED ROCK CENTER le THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM 99W TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS U . S. DEPT. OF TRANSPORTATION , 8 "1REAM RELOCATION AND WETLAND MITIGATION FHWI 1988 ED * CASE FILE PDR 2008M00003 2s TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE z CITY' S STANDARD SPECIFICATION AND , ALSO, IN ACCORDANCE WITH A CITY (JOB SPECIFIC) TAX LOT 100 1S1W01A13 c" SW BAYLOR ST rill, APPROVED TRAFFIC CONTROL PLAN . A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. N 74 OF THE NE Y4 OF TAIR X MAP SELI 1, T2S, 111W, WM, 3o PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST SW CLINTON ST OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER , THE PERMIT HOLDER IS T WASHINGTON C. (JUNmmY OREGON AREAl WIDE EMERGENCY S Nil Nil NN ERVICES ( TIGARD POLICE DEPT. , TUALATIN FIRE & RESCUE) AND TO RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICA11ON OF TRAFFIC FLOW DISRUPTIONS TO TRIiiiiiiiiiiMET AND TIGARD AND BEAVERTON SCHOOL DISTRICT. s SW DARTMOUTH SITE ST , I . . . . . . . . . . . ... .,.4...... z 7 4s ADVANCE WARNING OF IMMINENT TRAFFIC DISRUP11ON SHALL BE PROVIDED TO THE GENERAL it "ti It it 'A I I t i It CITY OF TIGARD 0 . . . . . . . . . . . . ....... It 'i , \ It lNlllll It .� 1% it It MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE WASHINGTON COUNTY > CONSTRUCTION AREA 72 HOURS (MIN . ) BEFORE INITIATION OF CONSTRUCTION WORK . 5 Lu lX%; . . . OREGON . . . . . SW ELMHURST ST �, AI 5* ACCESS TO EXIS11NG PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE Lill, lart UNTIL EFFECTIVE ACCESS IS ESTABLISHED t dill, > > > < < < 6o TRAFFIC CONTROL DEVICES, FLAGPERSONS, ETC. , SHALL BE IN PLACE PRIOR TO INITIATION OF Ili . . ....All: -Vili M T m 0 CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED . rilll. to (0 'i I U) < __7 (A 7* NO WORK WILL BE PERMITTED DURING THE HOURS OF DARKNESS, NOR BETWEEN 9 : 00 P . M . > TO 7: 00 A. M . MONDAY THROUGH FRIDAY NOR BETWEEN 9 : 00 P . M . TO 8: 00 A. M . SATURDAY < SW BEVELAND ST E l;AL-x U) NOR BETWEEN 9 : 00 P . M . TO 9 : 00 A. M . SUNDAY. rIg 0 BUILDINI ( 12) FEET, PEDESTRIAN TRAVEL SHALL ALSO to! tipt:f,iliag 8* MINIMUM TRAVEL LANE WIDTH SHALL BE TWELY v I`/ i If BE PROVIDED FOR / Im 0 U to 1/0 ql riiiiiii, I V1111 I I -:fl l' 1-1 SW HAMPTON ST ill l',l, i l'l ii.. ilill 1 'Y v " Ii (D if Off NOT TO SCALE 9e THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS c: 41" , C5 C/) m c" c: MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. ca m cu 0 0 cliq THE V10" INIT "If MAP 10o BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL CONTACT %42 c r cn w N C%J cu E 2 / , �l I, Il "l (D I H I N * T* Ss ocq �5 0 CITY' S PRIVATE DEVELOPMENT REVIEW ENGINEER , ( #63911111111114171 ) TO ESTABLISH A PLACE, TIME , 0 tmm I . 'I'D CD I I t5 Y AND DATE FOR A PREIIIIIIIIIIICONSTRUCTION MEETING. LU Cj) LO C;) < M 0 C6 Will a ri A C) CD 11s THE PERMIT HOLDER OR HIS CONTRACTOR SHALL N01IFY THE CITY' S INSPECTOR AT t /> 49 ' 1 B LO > cu C) cu 639 - 4171 TWENTY'llillillifOUR ( 24) HOURS PRIOR TO COMMENCING WORK , TWENTY� FOUR ( 24) PrWilliffiJECT TEAM LO iiiiiiii l/ HOURS PRIOR TO ANY STAGED INSPECTION (SEE ATTACHED LISTING) AND AFTER COMPLETING WORK COVERED BY THE PERMIT. L PR EIAHU�S 12* A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED [ ;�Y4 UIZUJ�effll it OWNER CIVIL EN' ' GINEER 14, 8 SW ELMHURST S ALL ;T CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. DOUG FRY PACE ENGINEERS , INCO WORK SHALL CONFORM TO THE PERMIT TERMS, COND11IONS AND PROVISIONS AND TO THE ol J 23077 SW NEWLAND RD 5000 MEADOWS ROAD , SUITE 345 CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE CITY' S OREGON STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES TO ANY WILSONVILLE , OR 97070 LAKE OSWEGO , OR 97035 SITE MAP "i OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK PERFORMANCE. ANDREW REITER , PE , PLS Orly SCALE 1 � 100' andlyfr0paceengirs. com 13* MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE A0 PERMIT HOLDER . THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A PROJEC "'I'll"I" LEGEND DEVELOPER, PH 5031111111111597111111111132222 CLEAN CONDITION , FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT BRAD PIHAS FX 50311111111159711111111117655 EXPIRES : 12/31 /2014 HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. TENANT ADVISORY GROUP 0 22151 SW 55TH AVE , SUITE 100 0 149 THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY CENTER LINES 0 KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE "' NERAL CONDITIONS C01i T TUALATIN , OR 97062 SURVEYOR G Em PROPERTY LINES 4 1 G&L LAND SURVEYING , DATE SEPT. 22 , 1999 FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME ORDER RIGHTIIIIIIIIII01F� WAY LINES 0 IMMEDIATE CLEAN UP AND STOPPAGE OF WORK TO ACCOMPLISH CLEAN UP . LOT LINES LODESTAR SURVEYING , DATE OCT. Is 2007 Ld 1 25* THE CITY' S INSPECTORS MAY, AT THEIR DISCRETION , REQUIRE PROVISION OF TESTS AND OR 00 ro REPORTS FROM THE PERMIT HOLDER , PERMIT HOLDERS ENGINEER OR CONTRACTOR TO DITCH LINE 00 --------fill, 0 15* EFFECTIVE EROSION CONTROL IS REQUIRED . EROSION CONTROL DEVICES MUST BE INSTALLED VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH '7LOW LINE W WATER LINE 91illilill AND MAINTAINED MEETING THE D. E. Q. REQUIREMENTS. THE CITY MAY AT ANY TIME ORDER TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDERV EXPENSE. ss cl. EET LK" T ae"i CORRECTIVE AC11ON AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. SANITARY SEWER LINE 0 U) SD 26 * THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND STORM DRAIN LINE Fililill, �G 16a PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION '37AS LINE SHEET LLJ cp GRASS MIX* SHRUBS, FLOWERS, BARKDUST, EXISTING SIGNS, PAVEMENT MARKINGS, iiiiiiiiiiii, up — JNDERGROUNDPOWERLINES SHEET TITLE Lii V) I I ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION . LIT Uj # Ill- MAILBOXES, ETC, SHALL BE REESTABLISHED, REINSTALLED OR REPLACED , WITH LIKE KIND JNDERGROUND TELEPHONE LINES < U) AND MATERIAL. 27. EXIS11NG MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED . JINDERGROUND CABLE TV LINES 0 ill 04 REPLACEMENT SHALL BE AT THE PERMIT HOLDERS' EXPENSE. p OVERHEAD POWER LINES G1 COVER SHEET ONIIIISITE 00000 1 .1 04 OHL < x 17o EFFEC71VE DRAINAGE CONTROL IS REQUIREDI, DRAINAGE SHALL BE CONTROLLED WITHIN THE OVERHEAD UTILITY LINES C1 EXISTING CONDITIONS ONIIIIISITE , > — 0 - 0 - 0 - 0 - 0 - 0 — WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC 28* THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE IN111AL AND CHAIN LINK FENCE 0 PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED . THE CITY MAY AT FINAL LIFT OF ASPHALT HAS BEEN PLACED . — X — X — X — X — X — X — WIRE FENCE C260 CIVIL SITE PLAN ON -SITE m 00 In ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE WOOD FENCE U) 00 DRAINAGE CONTROL. C3 , 0 1200C COVER SHEET ONilliSITE z 29 ., THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR , IN WRITING, THE NAMES AND NEW STORM MANHOLE C301 EXISTING CONDITIONS & PHASING PLAN < x 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO ( 2) PERSONS WHO HAVE AUTHORITY TO 18* EXCAVATI MUST COMPLY NTH O. R . S. 757. 541 THROUGH 757. 571 * EXCAVATI SHALL N01IFY ALL UTILITY COMPANIES FOR LINE LOCATIONS 72 HOURS (MIN . ) PRIOR TO START OF RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND, IN GENERAL, WILL BE RESPONSIBLE IN SD 14EW STORM LINE illillill ON -SITE CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR , IN WORK . DAMAGE TO U11LITlES SHALL BE CORRECTED AT THE PERMIT HOLDERS, EXPENSE. C302 PREIIIIEROSION CONDITION ONIIIISITE WRITING, OF ANY/ALL ASSIGNMENT CHANGES. iiii.j < < ABBREVIATIONS1 C33 GRADING & EROSION CONTROL ONIIIIISITE ill- CL 19* CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND 30* THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR , a: HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY) . IN WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED AC ASPHALT CEMENT EVCS END VER11CAL CURVE STA PA PROPERTY LINE C3A EROSION CONTROL DETAILS ONIIIISITE ui SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY, IT AGGR AGGREGATE SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY THE " COMPETENT PERSON " RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER ORIIIIIIIIIII10SHA, CHAP . EXTG EXIS11NG PSI POUNDS PER SQUARE INCH C3m5 EROSION CONTROL DETAILS ON,IIIISITE z cli 1 437p DIV* 3 CONSTRUCTION , SUBillillill, DIVISION P lillilill EXCAVATIONS. THE CONTRACTOR SHALL APPROX APPROXIMATELY EX EXIS11NG PT POINT OF TANGENCY z 0 x CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED UTILITY AGENCIES. NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. BCR BEGIN CURB RETURN EXIST EASING PM POINT OF VERTICAL INTERSEC11ON UJ 0 z BVICE BEGIN VER11CAL CURVE ELEV EYE EYEBROW PUB PUBLIC C4 , 0 GRADING PLAN ONIIIISITE ILI Uj LLJ (n BW BOTTOM OF WALL A FIELD INLET RED REDUCER < 31l. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER (n 20* A TEMPORARY HAROIIIIIIIIISURFACE PATCH (COLD MIX AC OR HOT MIX BASE PAVING) SHALL BE BVCS BEGIN VERTICAL CURVE STA FIG FINISH GRADE RET RETAINING WALL 0 (n RIGHTIIIIIIIIIII10F� ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK , PROOF OF C4 * 1 GRADING PLAN & SPOT ELEVATIONS Ui > PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH , RIGHTIIIIIIIIIII10F� ENTRY OR PROPERLY EXECUTED EASEMENTI SHALL BE PROVIDED TO THE CITY. CDS CUL DE SAC FA FLOW LINE RD ROAD I z of ON SITE OR OFFIiiiiiiii, SITE, SHALL BE LEFT AT ANY TIME IN AN UNSAFE CONDITION . THE PERMIT CL CENTERLINE G/A GUY ANCHOR RT RIGHT ON,IISITE (n HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDERS (A FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHTIIIIIIIIII01F� ENTRY OR EASEMENTS. COMB COMBINATION GUT GUTTER SAN SANITARY SEWER C500 UTILITY PLAN ONIIIISITE m I THE PROSECUTION OF THE WORK . CONC CONCRETE ST/STR STREET 0 HORZ HORIZONTAL y I DI DUC11LE IRON PIPE STA STATION C600 DETAILS ONliliSITE Ui 00 32* BEFORE PLACEMENT OF THE FINAL LIFT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND IE INVERT ELEVA71ON Ui to 21e WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES DRAIN DRAINAGE STD STANDARD ol 00 HAVE THE CITY COMPLETE A PREiIIIIIIIIIACCEPTANCE VIDEO INSPEC11ON OF ALL NEW SEWER LINES. LAT LATERAL C601 DETAILS ONIIIISITE ( ROADS, DITCHES, ETC. ) AS MAY BE NECESSARY, IN THE CITY INSPECTORS OPINION , TO THE PERMIT HOLDER SHALL PROVIDE THE CITY NTH 30 DAYS OF N0110E FOR THE VIDEO DRWY DRIVEWAY LT Ll STM STORM W OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE WORK INSPECTION . ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. DSGN DESIGN S/W SIDEWALK C642 DETAILS ONIIIISITE .1 MAX MAXIMUM 0 x AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS ECR END CURB RETURN TIC TOP OF CURB 0 MH MANHOLE III EXPENSE. SEWER & STORM * CITY OF 11GARD EG EXISTING GRADE MIN MINIMUM TEMP TEMPORARY (n ELEV ELEVATION TOC TOP OF CURB Lli < EROSION CONTROLo CLEAN WATER SERVICES (CWS) NaTi NOT TO SCALE X 0 :2 m 22. ONE ASIiiiiiiiiiiBUILT MYLAR DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY E/P EEOP TW TOP OF WALL 7 < REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND , ALSO, ANY STREETSII CITY OF TIGARD PAV PAVEMENT ASmBUILT BAR IS ONE INCH ON PLOT DATE. I (D ESMT EASEMENT PC POINT OF CURVATURE TYP TYPICAL ORIGINAL DRAWING 0ory DATE 03/04/2013 00 1 5; IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL BE WATI TUALATIN VALLEY WATER DISTRICT ( 503) 64211111111111511 EVCE END VERTICAL CURVE ELEV PED PEDESTRIAN VERT VER11CAL 0 010wo PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEERS FIRE PROTECTION * TUALATIN VALLEY FIRE & RESCUE SUPPORT no) * +- 1 0 DESIGNED BY: CHECKED BY: 00 CERTIFICATION OF INSTALLATION COMPLIANCE (FORM ATTACHED ) . BY AAR ON SERVICES ( 503) 642111111111110396 , POW 0 00 NATURAL GAS* NORTHWEST NATURAL ( 503) 226 - 4211 AR I BDL 0 C%4 in 231. NOTE 00 A SEWER SYSTEM AIRIIIIIIIIIIIIIIIIEST AND ( V. H . S. ) TV TEST REPORT AND ONE SET OF BLUELINE JOB NUMBER E 0 " AS,iiiiiiii, BUILTS" (OF EITHER OR BOTH THE STORM AND SANITARY SEWER SYSTEMS) MAY BE EXISTING U11LITY LOCATIONS SHOWN ON THE DRAWINGS ARE THESE AS—BUILT DRAWINGS HAVE BEEN PREPARED, lin IN PART, ON THE BASIS OF INFORMATION COMPIIED REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNEC ON OF ANY M 04"ANUMENTS' AND 6Umm`ENUAp46HM AARKAP APPROXIMATE ONLY AND ADD11IONAL UTIL1141ES MAY EXIST. 10838 a. oo n < x AND FURNISHED BY THE PROJECT CONTRACTOR OR 14 lit 00 BUILDINGS TO THE SEWER SYSTEM . CITY OF TIGARD, BENCHMARK NO. 167 ELEVATION 221 . 84 FEET 211111111111111 /1 BRASS DISC IN CONTRACTOR SHALL HAVE UTILITIES LOCATED IN ACCORDANCE * WITH INSPECTOR AND OTHERS, THE ENGINEER IS NOT W Ld W :2 RESPONSIBLE FOR ANY ERRORS OR OMISSIONS DWG NAME. ui ORS 952111111111100111111111110010 THROUGH 952111111111100111111111110090 PRIOR TO CONSTRUCTION . :2 :2 :2 < iiiiii THE WEST CURB OF S. W. 72ND AVENUE AT THE WESTERLY EXTENSION OF THE NORTH CURB LINE WHICH HAVE BEEN INCORPORATED INTO 1141S P10838- Cl * O CO < iiiiiiiiiii' - z - PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPEC11ON REPORTS, ON (ONE CALL # 1 ,IIIIIIIII800IIIIIIIIII332� 2344) PROJECT TICKET #11053059 Know whars below. DOCUMENT. MELD VERIFICATION OF CRITICAL FACTS TS z 24* THE OF S. W. HAMPTON STREET. AND DATA SHOULD BE MADE IF THESE DOCUMEN Ui W L1. A WEEKLY BASIS, TO THE CITYPS INSPECTOR. (SEE DEVELOPER ENGINEER AGREEMENT ARE TO BE USED AS A BASIS FOR FUTURE WORK. W > OwLlj Gall before you dig . SHEET . G1 NOTE # 5w ) Ll 0 a. x ! Jill -- -------- .. ..... I iiiiiiii ,I I i I i I 1 1 , I ! ! '' 1 ! ! 1 ! 1 ! " Iiiiiiii , � n I VSSSSS` I Lij . I N4.,,.. Inn- 00 < I I N4SN'N r) S 04 � � � IS . . .S. ,.I . . .. .. . .. � - I ., . %. t 7. ...0 . z p A 1 4 4 .,*� it"I :n`w 0 "o;, :k , � -i i 7i " " I :,, ��ll:i,:]l " ,I I � �,,� ,I,". I 1, I I 11 11 11 11 "..I I I I. 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HO US S I _ I I t 1 2 1 n n N r S-, I 24 t 4 u : \ V i 24 \ _ I THESE - A S BUILT ._._. DRAWINGS HAVE BEEN PREPARED • 1 4 5 IN PART, ON S THE ' B 1 \ ASS OF INFORMATION - q N COMPILED \ s 1 20 / 0 AND D . FURNISH ED BY I THE PROJECT CONTRACTOR , -OR I n 0' - . I n ��._ 1 1 4 „ S � 25 INSPECTORz . AND OTHERS. TH 1 E ENG 6 (NEER IS 'rN OT 4 l : RESPONSIBLE FOR,. _ .� R ANY ERRORS 0 .. 16 O _.. - R OMISSIONS \ 0 s \ \ 1 \ 4 r „ WHICH i HAVE \ \ BEEN - INCORPORATED ± 40 INTO THIS 14 \ t 14 f 14 3 3 \ ' DOCUMENT. FIELD ':VERIFICATION r OF CRITICAL 'FA T \ \ s CS A ; / ND DATA SHOULD\ � , LD BE MADE DE IF THESE DOCUMENTS 2 r� to � ENTS t 0 ( \ 3 \ q R E ARE 'T S E 0 BE USED ED AS ' A BASIS FOR FUTURE : s � � E WORK..: ... 0 s , 0z \ �. 4 L \ \ 2 14 2 \ /f/y \ n r _ 14 1 16 _ 13 1 4 . s (n - w O i I ' N O \ to N 48 \ Ld q � cP \ � I 24 \ 1 \ J 9 �. 3 11 47 , 2 \ 6 \ \\ \ \ \ ` 0 I ` \ 30 0 7 O \ 2 T r 19 i�� 3 _ \ 3 r - � - 2 1 2oot, �. �` n 1 27 1 ( \ l c _ i a _ ir-- -� N -�--T --_ ., � 2 [3 P � SP a / l 4 4 E)(ISTiN . Pte.. P m 3 • O , I . r CONDUI _ I 2 3 , O ' / P \ / P P 5 , Q 8 S . N s a 41 24 N _ W ' � . W S W N N _ S . 2 4 � s \ N . _ s SS w O <. SS � s S 2w _ . I w _ a Y \ � 5 _ W a. . 6 3 . 3 , _• w 7 w _ V / �c - W , 3 yy_ W \ W _ � W �-� �•� r _ _ w / i 1 _ a _ ( { �- LO ^ L 1. LE 20 » T r 3. 9 _ �.. M 8 cn 24 ( 1 . - 6 a 000� J •� 7 ^` V �� ,Zf 8 M _ 2 �� tea.._ 1 �.YL �--i=ce ��'�. / .. 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IN _NE 244. 64 30 CMP / 04� v o / II / 46 " , / TOPOGRAPHIC „ -- I LEGEND w + 1E. . IN E 246 . 41 18 / 4 _ q PVC s ( » + I + 00 \ _ ( ( w I .E. OUT SW 244.35 / i / 30 CMP / 48 x ( O� � / l N / w ' N _ UNDERGROUND TELEVISION ION w i , LE IS LINES CATCH BASIN j w / t ® MAIL BOX PR W + of � + � � � / w I F _ w / ' w / f w / O . s 19 I / / _ � 1N STORM CATCH BASIN . : / / / ,. , II G / �- > : ! O - � 1 /w /� � G UNDERGROUND GAS LINE E ❑ / / w C'j tJ F 0 - I tV SANITARY - \ � l I RY MANHOLE 9 -RIM '.ELEV. 213. 19 w w 1 GROUND LIGHT �J r ;. / � 6024 : � / � t. 04 4� O � v / : : . . N + w w � 14,7 o / , U _ / / UNLESS NOTED OTHERWISE 1E. ' IN / \ � I SE S 207. 37 10 PVC I / � r 033 w 1 ( ) / / az UNDERGROUND WATER LIN l t " � I / � W E _ x 34 . > J.E. INE 07 / w 2 . 44 15 , PV / � , C w m / 1 5 f _ I v ti _ ��� , .STORM MANHOLE 7E. - dN N 0 ( e w J q E 2 8. 44 10 ;PVC O Q 1 i O _ i UNDER R T G OUND TE PHO \ / LE NE LINES DECIDUOUS T 1 lJ �.. w REE E OUT W 07 4 � _ OR 2 4 1 EGON 5 PVC / / / w w 03 t / / / v , , > I C / - W WV o 1 � . 1 3 t w w 20 STORM CATCH .BASIN . i 7 t - /`- � SS SANITARY SEWER LINE A "y . 4 W TER VALVE w L E d � w I - / w '' r Q RIM :ECFV. . . 211 . 99 _ Y 3 , » 2 M J ao E IN N 0. 21 39 4 . P vc � � _ 9 P UNDERGROUND D ELECTRIC LINES ES WATER METER 43 „-- ' ® CONIFEROUS TR F Q _ / 039 / E. OUT `N 0 . 2 9 24 10 / ( ) J ti Y l , 3 s / h / 30 � S s' 21 CHW OVERHEAD ERHEAD PO CATCH BASIN / POWER LINES FIRE HYD (n RANT ti l / rfr / EXPIRES . 12/31 /2014 RIM : ECFV. .. . . ..214. 35 O 40 J + / O 11111 I .E. 1N N 209 80 - 4 PV `L / - - c STORM SHRUB i / SEWER LINE I.E. - IN .E 0 15 _ � / �L STREET LIGHT 2 9. 65 PVC) / / m ) - II _ PVC) / 5 I .E OUT W 209 . 60 15 5 ( , X CHAIN LINK 19 4i OR WIRE FENCE . 5 / / - : SIGN X / 1 8 1 , 0 i ./ RI RAP 'Q 22 STORM CAT �� RIP - RAP BASIN . / ❑ 4 h 2 _._. / ' ' 0 _ WOODEN FENCE -O- / _ E UTILITY P RIM r OLE ELEV. . . 216. 18 ....- �-�- � _ / _ J i . E. IN E - 211 . 60 ( 12 PVC I w / / _ DRAINAGE FLO � WLI N E '- 1 . E. IN -=N 1 1v GUY ANCHOR 2 2. 05 ; 10 PVC .,-- „ 5 „ / _ 3 I . E.' IN I N 213.72 4 P % 20 PVC)Q c I / � 2 Z o _ 2 �-'' 22 _ S ' I: E. OUT W . . 211 .35 15 PVC 2 , X 1; � � EISINGA CP ( PAVEMENT T o3 EXISTING GRAVEL / EXISTING CONCR T O E E EXISTING I I r BU LDINGS i i jorootto 23 3 STORM CATCH :BASIN . �- / h / / 4 / ` RIM223o22' ELEV. _ _ 2 3 _ / 2 . 22 1- F k �l x w _ w Y V I .E. IN ; N � <- .. e 219. 00 0 - 1 . PVC . i . . - . . . . . . . . .> .L s y 1 ..'S . . ) J a S 1 _ A .tea .• •a• .r N } l w F- 1 i 1 E I S 1 �. f , n 2 857 10 P Y -0 a ( 1 8 • i LE. OUT 2i8, 62 1 2 /' cn . PVC A . . . ) 1 . K > TNk A l X • L 1 • / . . t Y • • I 24 STORM CATCH ,-BASIN. ..-- a K - , 16 I l _ I Q Z U RIM 'ELEV• : 223. 18 , I { LE. IN _ N _ 222. 03 = 4 PVC) I I o ( Z J = II i UTILITY LO 1 .E. our CATION N . . 220. 09 NOTES 10 Pvc Q I 1 „ I I 6 I f 16 25 STORM CATCH .BASIN . / l / G . ASUNE INFORMATION , N WAS DERIVED PAINT T LOCA R - TES IM ELEV. 252.14 II THE UNDERGROUND ROUND ' UTILITIES SHOWN BEEN LOCATEDAS- BUILT FROM X AND AS BUILT DRA 1 WINGS P / 4 PROVIDED T I . E. IN N 250. 71 - 4 PVC f BY NORTHWEST NATURAL LOCATE PAINT -MAR MARKINGS K NGS TIED IN THE FIE SURVEY .BENCHMARK . :INFORMATION LD EY AND W ,, [7 GAS. I. . I N - II E E 250.56 4 - P VC 1 4 „ AS BUILT ` DRAWINGS. THIS SURVEY MAKES N0 GUARANTEES / ,. 1/ _ rl J .E. : OUT S 49. 4 _ 2 2 10 PVC _ THAT ThfE -UNDERGROUND DERGROUND UTILITI ( ITY OF TIGAR 14 ES SHOWN ' COMPRISE OF D BENCHMAR N0. 167 ALL „ K ELEVAl10N 221 .84 FEET 1 WATERLINE INFORMATION WAS DERIVED FROM PAINT LOCATES =SUCH UTILITIES TILITI S '- 1 E N THE AREA, THE UNDERGROUND UTILITIES AS- BUILT 2 BRASS DISC IN THE WEST CURB OF S. W. 7 / MAY 2ND rAVENU AT E / AND AS BUILT DRAWINGS PROVIDED DED =,BY TUALATIN VALLEY Q 3 I 8 NOT _ U USED 3 NOT BE IN THE EXACT :LOCATION AS NOTED ON THIS g SURVEY ❑ THE WESTERLY / L EXTENSION THE NOR , N OF NORTH CURB ` LINE OF S.W. WATER J I I / r E DISTRICT. BUT ARE LOCATED d „ ED AS -ACCURATELY AS POSSIBLE FROM THE AMPTON STREET.FET. I 9 3 I .E.L IN E SOUTHWEST ... 249 . / 86 30 CMP. � ( I 'INFORMATION . AV 3 AVAILABLE,ISTORM INFORMATION N SHO WN IS DERIVED >FROM PAINT LOCATES » I I/ i w `FIELD - TIES AND D AS BUI T L DRAWINGS S PROVIDED ' Y B THE I . E.LE.` IN NORTH 15.81 CITY J 2 1 0 CONC. ' ' OREGON UTILITIES NOTIFICATION CENTER . WAS NOTIFIED_ w » _ h FED ON JULY OF TIGARD PUBLIC WORKS DEPARTMENT, sgQ- h 6 2 199 TICKET_ 43OS 154381 ' 154405 -AN 154414 I . E.1 . . ' D . THE : E OUT SOUTH 213.6 � - , 2 . 10 CONC. ti _ F- U) / it /� I ` FOLLOWING UST OF UTILITY COMPANIES R w WERE PROVIDED: SANITARY SEWER E ER INFOR A 44 NOT USED / r INFORMATION SHOWN IS DERIVED FROM i NW r NATJRAL GAS LL ❑ PGE H I � 0 PAINT NT LOCA TES FIELD TIES ES AND AS-BUILT DRAWINGS I CITY OF TU ALATIN NGS / ' GTE ALL :.UTILITY I INFORMATION ' SHOULD F PROVIDED SH L BE FIELD VERIFIED 0 DED BY IED BEFOR THE CITY E OF TIGAR - i ` O I » i ODOT TCI CA D PUBLIC WORKS 46 STORM MANHOLE. IGGING. - MUCH DPA O UTILITY INFORMATION WAS < U DEPARTMENT,"UNKNOWN " -TO 03.1 _ TUALITIN VALLEY WATER DISTRICT I I� RIM :ECFV. . .. .211 . 38 - THE >+CITY OF TIGARD PUBLIC WORKS DEPARTMENT, i , W rl IC TMENT. - ` I / C E. I - Z N NE 06. 0 2 9 1 ALL 0 F- 2 OTHER UTILITIES. ADS � ES SHOWN :ARE . -D I FROM DERIVED OM PAIN / r' T ( I i _ 0 I GAS S Z 1` E. - 1N _ IP N E 205. 9 : .. / 1 15 PVC � LOCATES N m } 0 LY. W J _ > \ E I _ A I _ I .E. IN NW 6 / s . 20 . 90 ; 10 ADS 3 . ( C.7 'U . , _ TE RM _. W U B 2 1 , 11, IN N . 20 . 4 8 5 4 . 12 PVC) TOP SANITARY TOPOGRAPHIC s I NITAR SEWER N HIC NOTES` I- Bo o K 39 , AG 5 NOTES w _ E (n 2 - 13/ . E. OUT:'- K W 204.99 15 PVC � 5 P N ( G 2 0 13 _ 0 _ H W _ SANITARY S MANHOLE:47 _ 3 0 ' STORM MANHOLE: _ Z N E - H O _ 1 6 NOT USED _ 53x27 _ _ �f IM R ELEV. . 211 .8 RIM oo. 4 2 N ELEV. 213.84 , r, __ w » 55 „ _ i O x _ E. OUT .E. i _ S 202. 83 1 ( >; I N N 199.83 2 8 .:PVC CONIC) w ( ( d 1 s D t . E. , I : mF48 STORM CATCH A sa I N E 199.83 8 PVC BASIN : I . E. S » _. �` 199.9 - RIM ELEV. . 1 . _ 5 8 PV Y 2 2 02 , i - Q : 7 LOCATION- _ - ON BYAS- BUILT _ DRAW LIJ00 . . LE. OUDRAWINGS ON T W 1ONLY 99 . 80 8 PVC I .E. ' - O OUT SE , . . 209.82 1 0 ADS M t3 w FIELD U _ S RVEY COMPLETED: - SEP -->L- MP SEPTEMBER 22 - '1999 00 49 STORM - SANITARY MANHOLE:HOLE. OLE. 5 BY F- G&L LANG SURVEYING BEAVERT U ON OREGON 9 UNDERGROUND UTILITY CITY . VAULT ❑ O - v , RIM ELEV. - 210, 72' RIM ELEV. . 227.70 210. 72 < SUPPLEMENT A T BY. LO DSTAR , , » 1 4 , ,. I . _ E N 0 2 2. 83 24 - CON Y C LE. IN E . 217.20 8 _PV 1 , C ( 5 WA ( T PVC) 8 NOT USED R P iP �G ELI N , E 3 0 ROAD U A _;; O S T _ E �' RE E T E OUT W 216. 91 8 PV C EASEMENT E M E N ) T WETLAND A D .DELINEATION BY .HARRIS STREAM S P ` O E M PER EA - 3 S 0 E R M E� 0 I A T D I AS P STREET PER R ° 25 E STORM CATCH BASIN. ET BOOK 0 o' o i Im K 3 6 1BOOK10 CHICKEN COOP PAGE`SERVICE DEC :. 2006 E , 6 7 4 EIT _ AS SAN ARY MANHOLE. _ E4 ME20 6 O NTP (n AA _ _ SPAGE P E24 RM R1 '. O RIM ELEV. . 1 . ..252.14 , 0 Q B B IM - _ � 00 00 R ELEV. . 250. 0 Q K K 3 5 42 3 9 0 < _ P PAGE A I .E. IN N G GE 250.7 E 1 4 - P 2 VC 2 4 I 1 3 w 3 » , m _ 11 WATER SERVICE MANHOLE � BO I . E. IN - 234. 0 25 8 PV K C _ - 51 5 P ( O I .E. IN _ E _ 0 AG ) 25 .56 4 PVC I E 4 1 5 52 STTootORM ORM MA Q '? NHOLE FLOW» LO CONTROL. 55 : STORM MANHOLE: 57 STO , . _ RM MANHOL . E < _ 60 1 .E. ` OUT > ❑ STORM MANHO W 233.81 E. OUT S 249. 4 , LE. 8 - PVC 2 10 ❑ PVC) R _ - IM ELEV. 254.: 0 _ � 3 _ JIM ELEV. - 6 2 1 . 47 12 NOT USED 1 RIM _ d- d- » » ELEV. 213. 50 RIM ELEV. 218. 50 O SANITARY BAR IS - ON MANHOLE: E INCH 0 PLOT _ LE. N LO DATE. rY 10 I .E. IN .50 15 PVC I. E.i. _ E IN I 253. 08 1 P 0 0 5 VC , 1 •E. -JN E . 206. 23 : _ 50 STORM M 48 x33 CMP L E. IN E 212. 50 30 CONC to MANHOLE: » ; ( oD E ) w ORIGINAL. . RIME V. L . . _ � LE 21DRAWING , LE. ' ` U _ 1 .10 0 T W _ 245.60 6 PVC LE IN _ E 253. 0 8 . 15 PVC 13 MAN HOLE GTE 'LE. 'D T _ , I-Toot Irom0000" ( U W 206 . 3 » �- ; _ ) 2 30 CONC M � 3 L . E OUT (GTE) W 21 . 1 2 40 30 CONC O RIM � . ELEV. . . ) .250. 31 LE. IN S 200. 90 > 8 < _ - PVC ,. I.E. U ( 0 T NE 4 1 ; 2 8. 54 4 PVC) 1 . E. OUT N 251 .5 8 48 PVC00 )C U ( ) LE. OUT S 212. 0 I .E. INE - . 4 .06 ( ) 0 10 PVC) _ , 2 5 6 PV ) C L E. OUT T N 0 0 2 0. 68 8 PVC ( 14 CONCRETE�- ) E E WAL 5 L M M _ ,, 8 STORM MANHOLE: 63 ST ORM M / I .E ' , IN _ ❑ NHOLE. O S 244.51 15 P DESIGNED ao vc D BY. CHECKED BY. / ,, RIM r _ ELEV. 61 214. 71 53 STORM MA STORM MA MANHOLE: MANHOLE: 6 _ ` _ 5 STORM :MAN HOLE. ( RIM ELEV. 247. 40 ooh ❑ LE, N .. 244.3 ❑ Y „ M 1 15 PVC 1 5 PIPE - BURIED RIED LOCATION UNDETERMINED O ( , ETERMINED I . E. IN -E - - _ _ 208.00 30 - CONC N w _ RIM E O N LEV. 1 _ RIM 2 9 . 00 ELEV. . . 7 25 . 69 00 RIM ELEV. . .261 . 19 ) LE,E. IN [_ 237. 75 30 CON C) AAR . BDL „ rr 51 _ 1 „ STORM VAULT 6 - =X _ 12 . _ _ \\lam 1. _ t7 E OUT.. _ _ W 207.90 30 CON m _ C LE. IN E 1. 211 . 50 E IN 10 PV _ ❑ 250. 89 4 C I 8 PVC I . E N E _ 25 � 3 39 15 PVC ) I .E. ' U , 0 1 W 237. 65 30 CONC � , - » � , ( d _ :. RIM _ _ ELEV. .. . . 251 . 06 _ _ LE. OUT - W 1 L - 21 . 60 E. IN 5 . 10 - PVC E 2 0 89 15 PV \�Z- C `L E. OUT W .253. 1 9 15 PVC 1 ) ! JOB NUM LE, IN S 47 ,. . BER 2 . 90 4 P , : 59 ; M VC STOR M MAN HOLE. : : rZ M x 4 • STORM / L _ ❑ M ,NHO LE. l E. OUT N 250.6 9 15 PVC 1. . E _ OUT N 1 25 . 99 48 PVC - , ( ELjj . OUT W .6 _ 245 0 6 . . PVC RIM _ ELEV. . . . 214. 8 62 3 STORM ( MANHOLE. RIM "> ELEV. . . 248 92 w LE• IN _ Lto i E 21 . 0 80 30 CON C)C RIM M ELEV. 230, 50 I . E.EN rJ E 242 w21 30 CON C) g _ „ E OUT W 210, 601 30 CONC . E. IN E - 222. 50 30 CONC I . E.E i 240.75 1 ( ) PVC DWG a1 E I- z , I- w 0 50 1 I . E. 0 E OUT W 222. 40 C _ . 3 . GONG LE. ` OU1 NW Z ( 240. 41 30 CONC ( ) 10838 ` - AB' C1 . 1 X UJ I- LL E GI son 000000 > . w w J 0 N ' li (nd =) x -SHEET C1 4 � W Q M SII - - ---- _ _ - - _ 1-= = = — ` = W&HFA ,II _S STING — - - _ / ULTI - -- - _ M�,9D� II � - SW DARTHMOUTH ST, IMPRO _ 12 ' ROW DEDICATION CID II _ I EXISTING ROW DEDICATION FOR CURB STORM DRAINAGE II ------ — ------_ _ _ I II STORM DRAINAGE EASEMENT EXTG ROW a _a II S O �j — — zo - — - - — — — Ld — — — _ RH �AL 4 , 00 C) IJ LO R = 2 . 0 ; �� ) — I I m m _ _ — I ® PRT (n 38 , O6SF INSTALL GRAVEL 140 R = 500r ( o : ALONG EDGE OF >- + ' ®® AC . 6 DEPTH t l� LOT 1 38 1 1 /2 — 0 R= 6 . 0 z —_ ,767 SF u5m) CID >, 1� Ile UPI)LO z C) EXISTING ROW �1-{ II ,x I c/)- - f,t, - 13 ' WIDE SIDE WALK I - - = I o I E = LO '• vm - j 1. k I Ftr'i I cu ; . � . . , . . , 25 OL^L C) 2 THEM � - _ 6000 O/ c17 . 53 1 ❑ _ _ GV cu C O € - r c M - 00 _ o vi V 14 . ` 3 •m ; i 0, o a� c� PROPOSED ! /� . _ ff c z : ti vi CURB LINE i : �I M R = 2 . 0 R = 6 : 0 �; R=2. 0 _ _ I o �, o = R 2. 0 R= 20 ` { o � � _ R = 1 0R = 2 . 0 o ca ' cu Ct1 fi � J Q U Lj MINI R = 4: 91 R = 4 0R = 2. 0 I FIROFF o Pei I R = 5 . 0 ; I ( , � ° 6 , p0 I I . :, c,O� NGtNF F O I REMAINDER 1 < 9 ° elmr® - - ( 14 758 — Z—r --� ti. �_ _ >. . . cn 10 , '{` 10 905 FR1 2 . 0 Now laws IL 1 + R = 12. 0 0 r III �` 1 ® v OREGON R = 12 . 0 :.x' o ; : III — — — — R - 1 R = 1 . 0 a -�� �� -` III — . 0 4 , R _ i 30 ROW DEDICATION 2 Py /�=i, II � .;:r: ::�'••:::: x�:'.;. - �� IIIIII�IIII II IIIIII I I 0 � l. �-�„ �R = 1-.-0= 1 . 0 -s+ LC)' )'' n R = 2s � a a WETLAND MITIGATION a I EXPIRES : 12/31 /2014 DEED RESTRICTION ANDR - 12 , 0 ,\,m 4 . sVEGETATED CORRIDOR EXISTING ROW oR —�_EASEMENT 24 III I t_ z TRASH It III ENCLOSURE I R = 340� III z m ® T �� E ' I = 1 . 0 III F71 _� OT 3 ®®� 1 , 24'L .. QIt L� o III 40,419 SF ® x�. I II III BARRICADE11 Cn Q U) o III „I II I I I END PHASE 1 III II II � U x 111MEN= I R = 14. 0 II ❑ Ill — I I III I i it U m M III I mmm II III 0 III _ _ III III Z III ' III Q x I I I{ FUTURE CURB LINE 0 o Li Q F- CL W 0 LdIIm N tr F- x Z SITE PLAN. Z U) m W V) > 0! Z Of 0 30' 60' (n q m �I W 00 Ld pe) 0_ 000 Y o O x Q� W m � m :2 N0. J A & BUILT 00 N tow 0 DATE 03/04/2013 BAR IS ONE INCH ON PLOT DATE: 00 � Lju ORIGINAL DRAWING NG n no:� I Y AA 0 � „ o/003M DESIGNED BY: CHECKED BY: NNW00 AAR BDL \\Z I THESE AS—BUILT DRAWINGS HAVE BEEN PREPARED, W toMQx IN PART, ON THE BASIS OF INFORMATION COMPILED JOB NUMBER AND FURNISHED BY THE PROJECT CONTRACTOR OR W W w :2 W INSPECTOR AND OTHERS. THE ENGINEER IS NOT :2 _2 :2Q j RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS Q ~ ~ Z W DOCUMENT, FIELD VERIFICATION OF CRITICAL FACTS DWG NAME : W ; F- W W AND DATA SHOULD BE MADE IF THESE DOCUMENTS 10838 — AB C3 . 0 SITE J Q ARE TO BE USED AS A BASIS FOR FUTURE WORK. LL. (no_ Z) x SHEET C2 • ® DEVELOPER RED ROCK BUSINESS ASSOCIATES, LLCCONTROL PLANS Q 23077 SW NEWLAND RD . EROSION AND SEDIMENT o WILSONVILLE, OR . , 97070 503 348 - 2237 PLANNING ENGINEERING 0 \\� STANDARD EROSION AND SEDIMENT RA TIONA L E S TA TEMEN T SURVEYING FIRMI I - - --� \`�\�� t t }t`��� �11 �`��\ ,\ I % �' = CONTROLPLANDRAWING A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPT/0NS BASED ON DEQ°s GUIDANCE MANUAL _� . NOTES PACE ENGINEERS, INC. t t t \ \�� \ \\� \\\ \ - -� - HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN SOME OF THE BELOW LISTED BMP's \ \ `� \ \\ �� ��\ \ \\\ \ 1 . APPLY TEMPORARY AND PERMANENT SOIL STABILIZATION MEASURES (FOR EXAMPLE TEMPOF,ARY AND PERMANENT CONTACT: ANDREW BETTER , P . E. , P . L. S. i \� \ � \\ \ \\�\�=b� \ X \\\ \\\ L ._ _ � _�, ,� /� WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT EFFECTIVELY MANAGE EROSION PREVENTION AND S $ � \ \ \ �" I� SEEDING, OR MULCHING) IMMEDIATELY ON ALL DISTURBED AREAS AS WORK IS COMPLETED. ( SCH A 8. c. ii.(2)) SEDIMENT 5000 MEADOWS ROAD , SUITE 345 `\ \\ j \ ��\ � ' � � /� � CONTROL FOR THIS PROJEC \\ /l 2. AVOID OR MINIMIZE EXCAVATION AND BARE GROUND ACTIVITIES DURING WET WEATHER. (SCH 7.a. i.) T BASED ON SPEC/FIC SITE CONDITIONS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC LAKE OSWEGO, OR 97035 �, \ L� �` _ `� � � �� �� =���' Ill ° 3. TEMPORARILY STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS AND WEEKEND,, IF NEEDED. IT IS CONSTRAINTS ACCESSIBILITY TO THE SITE AND OTHER \ ~ \\ \\ \~\\\\\ �\ \ // I $i R RELATED COND1110NS AS THE PROJECT PROGRESSES AND THERE PHONE: 503- 597 - 3222 THE OWNER/OPERATORS RESPONSIBILITY TO INSURE THAT SOILS ARE STABLE I,)URING RAIN OVENTS AT ALL TIMES FAX: 503- 597- 7655 OF THE YEAR. (SCH A. 7.b. ) IS A NEED TO REVISE THE ESC PLAN, AN AC710N PLAN WILL BE SUBMITTED? A 4. INSTALL PERIMETER SEDIMENT CONTROL, INCLUDING STORM DRAIN INLET PROTEC11ON AS WEIL AS SEDIMENT NARRATWEI 1= I 1 J ( h I. /� � . - BASINS, TRAPS, AND BARRIERS (SCH A 8.c. �. (5)) PRIOR TO LAND DISTURBING ACTIVITIES, IN/TIAL / / )L I I - • 5. PRESERVE EXISTING VEGETATION AND RE- VEGETATE OPEN AREAS WHEN PRACTICAL. (SCH A 7.b. iii. 1 ( )) z EXISTING SITE CONDITIONS b 6. DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT' VEGETATION OR OTHER COVER OF o t - / EXPOSED AREAS IS ESTABLISHED. (SCH A Tb . iii. (2)) cn = DRAIN INLETS AT 7. CONTROL SEDIMENT ALONG THE SITE PERIMETER AND AT ALL OPERATIONAL IN `IERNAL STORM 12625 SW w 70TH AVE * UNDEVELOPED PARCEL DRAINING TO CULVERT IN 72ND WITH EXISTING DITCH I I • ��� .�.• � , � . .� _`""j 7` ' ' i � � ` J ALL TIMES DURING CONSTRUCTION . (SCH A °. d. i) � TIGARD OR 8. LINE FROM RELOCATED CREEK a h 1 � ' �'���/�� ' KEEP EROSION AND SEDIMENT CONTROL MEASURES IN PLACE FOR THE DURATION OF TCONS"1RUC11ON , INCLUDING WASHINGTON COUNTY, OREGON 97005 PROTECTION FOR ACTIVE STORM DRAIN INLET'S AND APPROPRIATE NON-STORMWATER POLLUTION CONTROLS. (SCH DEVELOPED CONDITIONS �i � '` A 8.c. ii. (3)) LATITUDE = 45° 25 ' 58. 88" N , LONGITUDE = 122 ° 44' 59 . 69 " W WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER- TIGHT TRUCKS OR DRAIN LOADS ON SITE. � * COMMERCIAL BUILDING SITE CREEK RELOCATED TO PIPE ' - - (SCH A TD.II.(3)) m 10. AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR 0-f'l-IER BMPS MUST BE PROPERTY DESCRIPTION Ln PHASE II NATURE OF CONSTRUCTION ACTIVITY I IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE ¢ a WATERS. (SCH A 7. E.Il. (2)) TAX LOTS 100 & 300 OF TAX MAP 2S 1W 01 AB WM , WASHINGTON COUNTY, OREGON 8c ESTIMATED TIME TABLE g I I I - / 11 . IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES, } EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS ' IN ALL VEHICLES, * I I I ort REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY, MATERIAL DELIVERY AND STORAGE CONTROLS, a OFFSITE MITIGATION HITEON CREEK ( 2007) COMPLETE LO � r �, , TRAINING AND SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. (SCH A TE.111.) � EROSION CONTROL AND CLEARING { APRIL- MAY 2011 ) SOMEHOW12. USE BMPS TO PREVENT OR MINIMIZE STORMIATER FROM BEING EXPOSED TO POLLUTANTS FROM SPILLS: VEHICLE CO2. * GRADING ( JULY 2011 ) ^ ® _ _ _ _i _ _ " ° AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE; OTHER CLEANING AND MAINTENANCE. ACTIVITIES; ANDBMPMATRIA" FOR M m : - * UTILITY INSTALLATION ( AUGUST 2011 ) I �- - - WASTE HANDLING ACTIVITIES. (SCH A TEL (:?)) PHASESM M a * FINAL STABILIZATION AND CLEAN UP ( OCTOBER 2011 ) 13. SIGNIFICANT AMOUNTS OF SEDIMENT THAT LEAVE THE SITE MUST BE CLEANED UP WITHIN 24'111111 HOURS PLACED - o� ED CID BACK ON THE SITE AND STABILIZED, OR DISPOSED OF PROPERLY. IN ADDITION, THE SOURCE(S) OF THE N o w TOTAL SITE AREA = 4. 09 ACRES SEDIMENT MUST BE CONTROLLED TO PREVEN11" CONTINUED DISCHARGE WITHIN 24 HOURS, ANY IN-STREAM O N : - ISITE MAPCLEANUP OF SEDIMENT MUST BE PERFORMED ACCORDING TO REQUIREMENTS AND TIMELINES SET BY THE OREGONREFER DEO ' � a g, M TOTAL DISTURBED AREA = 2. 86 ACRES NTS DEPARTMENT OF STATE LANDS. (SCH A 9.B.1c) AVAILABLE , WMAD a) rn i 14. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS OR DRAINAGE WAYS. VACUUMING OR DRY ¢ ) p us) c' MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. (SCH k 9.B.11. ) g � SITE SOIL CLASSIFICATION : SWEEPING AND MATMASS UTILITY STREET FINAL WET WEATHER U 15. IF FERTILIZERS ARE USED TO ESTABLISH VEGETATION, THE APPLICATION RATES MUST FOLLOW MANUFACTURE'S � � CL GUIDELINES AND THE APPLICATION MUST BE DONE IN SUCH A WAY TO MINIMIZE DISCHARGE IAF NUTRIENTS TO CLEARING GRADING INSTALLATION CONSTRUCTION STABIL17ATION MAY 31ST) w 458&C WOODBURN SILT LOAMZ 68 % TYPE C, COVE SILTY CLAY 17. 5 AND SURFACE WATERS. (SCH A 9.8. 111.) PRO o HUBERLY SILT LOAM 14. 5 9.M TYPED 16. SEDIMENT FENCE; REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE EROSION PREVENTION N/A �c��O FFsAsk ROME HEIGHT. (SCH A 9.C.1 . ) PRESERVE NATURAL VEGETATION ** X X X X X �c'� ANG I N jE 94 /, � y ON - SITE SOILS HAVE MODERATE TO HIGH EROSION POTENTIAL. ALL FILL 17. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH GROUND COVER X X 14,758 � � Q ( BASEROCK ) MATERIAL SHALL BE IMPORTED GRANULAR FILL. ssw ABOVE GROUND HEIGHT. (SCH A 9. C.11.) HYDRAULIC APPLICATIONS X X _ 18. CATCH BASINS: CLEAN BEFORE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY FIFTI PERCENT. (SCH A PLASTIC SHEETING OREGON 00 v �O RECEIVING WATER BODIES: � 9. C.111. ) MATTING X 00 ¢ 19. SEDIMENT BASINS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY j o RED ROCK CREEK SW BAYLOR ST PERCENT. (SCH A. 9. C. IV. ) DUST CONTROL X X X X FW A M 20. IF A STORMWATER TREATMENT SYSTEM (FOR 'EXAMPLE, ELECTRO- COAGULATION, FLOCCULATION, FILTRATION, ETC.) TEMPORARY/ PERMANENT SEEDING X X X , I FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN BUFFER ZONE EXPIRES : 12/31 /2014 m I- SW CLINTON ST (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM , LOCATION OF INLET, LOCATION OF DISCHARGE, DISCHARGE OTHER: I N ' DISPERSION DEVICE DESIGN , AND A SAMPLING` PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT SEDIMENT CONTROL SYSTEM , THE PLAN MUST BE APPROVED BEFORE OPERATING THE TREATMENT SYSTEM, THE "TREATMENT SYSTEM SEDIMENT FENCE (PENON RIMETER) ** X X X X X Q PACE ENGINEERS, INC. SWDARr MUST BE OPERATED AND MAINTAINED ACCORDING TO MANUFACTURERS SPECIFICATIONS. SCH A 9.D. X 5000 MEADOWS ROAD , SUITE 345 MourNsr SITE 21 . WATER OR USE A SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN SEDIMENT FENCE (INTERIOR) X I LAKE OSWEGO, OR 97035 w CITY OF TIGARD ( ) STRAW WATTLES X SOIL. SCH A 7.8.11. ¢ PH 503- 597- 3222 WASHINGTON COUNTY 22. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING APPROPRIATE BMP S. (SCH A 7.D.11 .(l )) W � 0 FX 503- 597- 7655 5 ANDREW BETTER , PE, PLS OREGON 23. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE SSCP. FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES W SWELMHURSTSTIssr OF PRACTICES DESCRIBED IN THE SSCP IS A VIOLATION OF THE PERMIT. (SCH A 8. A. ) x andyrC�paceengrs. com 24. ESTABLISH RE ANN NG CONCRETE W w FILTER BERM CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFOo PE, 30YRS EC PLAN PREPARATION , WORK. (SCH A 8. C.1. (6)) INLET PROTECTION ** X X X X X x FEWER FIELD INSPECTION AND PERMIT 21 DEWATERING W (n a Q a ¢ 25. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON- STORMWATER CONTROLS; (SCH A 8. C.1(7)) >.COMPLIANCE 26. INSTALL ADDITIONAL CONTROL MEASURES AS WORK PROGRESSES AS NEEDED (SCH A 8.C.11)) SEDIMENT TRAP O a o � m des, 27. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED 114AClIVE AREAS OTHER: U -' LIJ_ `� `n 0' FROM BECOMING A SOURCE OF EROSION . (SCH A 8. C.11 . (D)) Sol 0 INSPECTION FREQUENCY RUN OFF CONTROL U 28. AT THE TIME OF FINAL STABILIZATION PROVIDE PERMANENT EROSION PREVENTION MEASURES ON ALL I-_ EXPOSED O(n SW BEVELAND ST X ** M x SITE CONDITION MINIMUM FREQUENCY AREAS. (SCH A 8.C.IILCONSTRUCTION ENTRANCE X X X O :D PsIssss (1 )) 29. AT THE TIME OF FINAL STABILIZATION REMOVE AND PROPERLY DISPOSE OF CONSTRUCTION MATERIALS AND WASTE, PIPE SLOPE DRAIN V' cwn INCLUDING SEDIMENT RETAINED BY TEMPORARY BMPS. (SCH A 8. C.111(2)) OUTLET PROTECTION X X -x z ¢ 1 . ACTIVE PERIOD DAILY WHEN STORMWATER RUNOFF, ° "'TT" ^ SW HAMPTON ST 30. AT THE TIME OF FINAL STABILIZATION REMOVE ALL TEMPORARY CONTROL MEASURES AS AREAS ARE STABILIZED, SURFACE ROUGHENING X -¢i m INCLUDING RUNOFF FROM SNOWMENT UNLESS DOING SO CONFLICTS WITH LOCAL REQUIREMENTS. (SCH 8.C.111.(3)) °- � IS OCCURRING. CHECK DAMS in OTHER: cmn 2. PRIOR TO SITE BECOMING ONCE TO ENSURE THAT EROSION AND POLLUTION PREVENTION INACTIVE OR IN ANTICIPATION SEDIMENT CONTROL MEASURES ARE IN P I Iy OF SITE INACCSSIBILITY WORKING ORDER . ANY NECESSARYVICINIMAP ROPER SIGNAGE X X X X X EROSION Li Is `� MAINTENANCE AND REPAIR MUST BE MADE NTS HAZ WASTE MGMT X X X X X PRIOR TO SERVING THE SITE. CONTROL NOTES11 SPILL KIT ON-SITE X X X X X Uj 0 3. INACTIVE PERIODS GREATER ONCE EVERY TWO ( 2) WEEKS. 1 . OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL CONCRETE WASHOUT AREA XUj 1111 THAN SEVEN ( 7) CONSECUTIVE EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. OTHER: O v vwi CALENDAR DAYS 2. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BOUNDARIES OF THE CLEARING LIMITS, VEGETATED BUFFERS, C' ¢ AND ANY SENSITIVE AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD. DURING THE W w °� 4. PERIODS DURING WHICH IF PRACTICAL, INSPECTIONS MUST THE SITE INCACCESSIBLE DUE OCCUR DAILY AT A RELEVAN AND CONSTRUCTION PERIOD, NO DISTURBANCE IS PERMITTED BEYOND THE CLEARING LIMITS, THE OV'INER/PERMITTEE O z > TO INCLEMENT WEATHER ACCESSIBLE DISCHARGE POINT OR MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE PROJECT. NOTE: VEGETATED CORRIDORS TO BE � U a DOWNSTREAM LOCATION DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL. M c� * * SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO AN Y i 3. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BMP's THAT MUST BE INSTALLED ARE A GRAVEL Y GROUND DISTURBING ACTIVITY. Q Of W HOLD A PRE- CON MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT U `co INCLUDES THE EC INSPECTOR , CONSTRUCTION ENTRANCE, PERIMETER SEDIMENT CONTROL, AND INLET PROTECTION, THESE BMF''s MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT. v x ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200 C PERMIT 4. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO x LATER THAT SEPTEMBER 1 Lei REQUIREMENTS. _ THE Sheet List Table 1200C Uj TYPE AND PERCENTAGES OF SEED IN THE MIX MUST BE IDENTIFIED ON THE PLANS. ix °- ¢ 5. ALL PUMPING OF SEDIMENT LADEN WATER SHAIJ_ BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY rll� '' I MINSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ' S 1200 C PERMIT VEGETATED AREA, AND THROUGH A SEDIMENT CONTROL BMP i. e. (FILTER BAG). Sheet it Set a > REQUIREMENTS. r 6. THE ESC PLAN MUST BE KEPT ON SITE. ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY ® ATE 3i4® � � � BAR IS ONE INCH ON PLOT DATE: C3 . 0 1200C COVER SHEET ORIGINAL DRAWING 0DMMWIn CHANGES TO THE APPROVED ESC PLAN MUST BE SUBMITTED TO DEQ IN THE TO ENSURE THAT SEDIMENT OR SEDIMENT LADEN WATER DOES NOT ENTER A SURFACE WATER SYSTEM, ON-SITE BY AA 0 00 . . . . ao `- � w cv FORM OF AN ACTION PLAN . ROADWAY, OR OTHER PROPERTIES. o 0 M3 I C3 . 1 EXISTING CONDITIONS & PHASING PLAN DESIGNED BY: CHECKED BY: 0 N 0w ) OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY 7. THE ESC MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE' CONDITIONS. ON-SITE N OTE % or N NW DURING THE CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS NEEDED TO COMPLY WITH ALL AAR BDL i NOTIFICATION CENTER . THOSE RULES ARE SET FORTH IN OAR 952- 001 - 0010 THESE As-BUILT DRAWINGS HAVE BEEN PREPARED, CL to 03 . 2 PRE-EROSION CONDITION ON -SITE IN PART, ON THE BASIS OF INFORMATION COMPILED THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200C PERMIT. THROUGH OAR 952 - 001 - 0090, YOU MAY OBTAIN COPIES OF THESE RULES FROM APPLICABLE LOCAL, STATE, AND FEDERAL EROSION CONTROL REGULATIONS. CHANGES TO THE APPROVED ESC AND FURNISHED BY THE PROJECT CONTRACTOR OR JOB NUMBER M ¢ x PLAN MUST BE SUBMITTED IN THE FORM OF AN ACTION PLAN TO DEQ PER THE 1200 C PERMI`I-. C3 . 3 GRADING & EROSION CONTROL ON-SITE INSPECTOR AND OTHERS, THE ENGINEER IS NOT w • • THIS ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE THE CENTER BY CALLING 503- 232 - 1987. IF YOU HAVE ANY QUESTIONS ABOUT RESPONSIBLE FOR ANY ERRORS OR OMISSIONS 10838 wwwgW COMPLIANCE WITH THE 1200C PERMIT REQUIREMENTS. IN CASES OF DISCREPANCIES OR THE RULES, YOU MAY CONTACT THE CENTER . YOU MUST NOTIFY THE CENTER AT 8. IN AREAS SUBJECT TO WIND EROSION, APPROPRIATE BMP's MUST BE USED WHICH MAY INCWD17 THE C3 .4 EROSION CONTROL DETAILS ON -SITE WHICH HAVE BEEN INCORPORATED INTO THIS :2 :2 :2 ¢ J DOCUMENT, FIELD VERIFICATION OF CRITICAL FACTS DWG NAME: ¢ F= HzE OMISSIONS, THE 1200C PERMIT REQUIREMENTS SUPERCEDE REQUIREMENTS OF THIS LEAST TWO BUSINESS DAYS, BEFORE COMMENCING AN EXCAVATION . CALL APPLICATION OF FINE WATER SPRAYING, PLASTIC SHEETING, MULCHING, OR OTHER APPROVED MEASURES. AND DATA SHOULD BE MADE IF THESE DOCUMENTS z w 0 D' LL PLAN. C3 . 5 EROSION CONTROL DETAILS ON -SITE ARE TO BE USED AS A BASIS FOR FUTURE WORK. 10838 - AB C2 . 0 EC w > p w w 503- 246 - 6699 . 9. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD. -J ¢ J (n � lL (n � � X SHEET C3 . 0 M � RI I � Q 24" 5 436" LO 45" \ \ Y\ $5 ' , in I I - - - ) 40" 3 14 \ 1n n \ x 3 \� \ \ 13 1 NQ \ ��S V6" 4 It 5 \ AS = BUILT 4 1 /i 8" � � I \ -- 280 ® ATE 03 /04/ 2013 , s" \ ,No 3 �-, 8 ) \ ` \ z " 2 14 ! HOUSE o / JHOUSEj __ --1 � Y Aa 30.. 26NNN , . \n 8 THESE AS-BUILT DRAWINGS HAVE BEEN PREPARED, ` \ \ \ v27s _ _ \ n I ' IN PART, ON THE BASIS OF INFORMATION COMPILED \ -� � 14 cn AND FURNISHED BY THE PROJECT CONTRACTOR OR 24n ` �� 45 INSPECTOR AND OTHERS. THE ENGINEER IS NOT \ ' 20 ' \ SSS \\ I �� -� -� ) ' . RESPONSIBLE FOR ANY ERRORS OR OMISSIONS 44" \ ` � 14n 160 25" 76" x WHICH HAVE BEEN INCORPORATED INTO THIS \ I \ \ , DOCUMENT. FIELD VERIFICATION OF CRITICAL FACTS \ \ 16" 14•• - - - - 270 s" ®- (41 AND DATA SHOULD BE MADE IF THESE DOCUMENTS 14 \ \ \ 40" ARE TO BE USED AS A BASIS FOR FUTURE WORK.CO)It 0. \ \ � � � S \\ � \ � \ t4" � \ ?6- t 0. 03 ACRES : �`j O 13 \ \ s \ \14 i - ,� I w W \ \ \ \ . 2 6 Y -� 0 l o 9 4 7 \ I `\ 30" l n y 7 \ 4 \ 27 s 6" 16" - t i I- 2 � �\ 2 \, 2 00000­ow -_ I - ` J a _ _ 2p _l �. T C T 1 � a: T 9 4 _ 2 �'P -- m • 4 5 r � T P \ 11 ' a a •:I.:c::::{k.}::; �:}?'C�i" l`i �:r''%{JJ'' '!.<i:`•::?i 5¢i:j. .'c:•} �. l P 1 v . ic? .44 __-�\ ' 4' '4 E • 71N a ND Ul ' a a I dddddd r . : XIS � - a a N a a A P . d . a a P a 9 4 d 'a ' a v 'd" a 2 ' v a •. 3 ' a . 4' a a ' a •a ' d d / d -a d v . d a ' d d ' 1 a _ a v • r 7 a •f • d _ ' n d I -0 • _ a v n a 1 4 A4 S •a a �e d 5S a )f • v . cc J � a �a a a t s a & ' d s , A a ' 8• S a • d 58 e A I .. v • a ' v •__.j.'_ 4 s •a 4 -q a - (/ d a SS cS 0 O• d A N d' • _r A a a ' . d . . e a a 1\ • a 1 / a � d n a ' t a O . V ' t a i 6 u a 'd a av a -i 1I.1 d ur ' 9 a + n ' a • 1 ' YY --r--. \UL. \ : t a jJ� •a ' / I m \� w ' w m m i a gym/ m m mlm s.n m 1 tom' co cn T I- El -� - 8 8 203. 98 24 /- �'��-� � � � - - - � � � � \ ': e � cm �_- =�_-- �a�aa l CONSTRUCTION LIMITS _ ''�`�: ': : ' ' �^ v cn coM \ ; c I . E = 202. 28'(24" P ::: :: ' i'� es / / 7 r ( � LL � / ---��_=_ -r �`-�- ` w/w wr y /� \ - - - - I § -� a ! / / m \ w ' z co CSS m 1 O I w ` ' O W w / CN3i / 7 / / w /w /w w a w w w / r c 0 STORM SEWER NOTES �> :� � ����_ + I - w w w w/ w / 5fn 7 � �/ NPHASE �, \, _ 15 STORM MANHOLE: I rs }'s;;% : ; .: "7 wI l I / /I ( I o ' / / �/ / ��/ - RIM ELEV. - 257. 29 ' : : I G� / / i CN 4 oN O 'v N r ,r r :: , w 78 + 8 1111111111114 � / � // ( ) I ��� w \ FUTURt ¢ Cl) c Co LE. IN NE = 248. 11 30 CMP PHASE1t I J w t SAPlITARY r / / ) 1 I t / / 2, / LIMITS OF WORK M - a� t J l / i / o 0o = aD I . E. OUT SW = 247. 79' ( 30" CMP) " 'i :r: : EE R TRI \ ,9 V 16 STORM MANHOLE: (CATCH BASIN GRATE) I l +` " ' w w / f / o c _ cu ` ' w ' w2Aof ) / + ' � O RIM ELEV. 252. 65 1 / TOPOGRAPHIC LEGEND CU I . E. IN NE = 249. 19 ( 12 PVC) o X447 ' � / ' Z_ - / 4s LE. IN NE - 244. 64 (30 CMP) I ..;; _. '.> � v / , / / r- s ; ,- }s _ 1 -- - LE. IN E = 246. 41 ' ( 18" PVC) " "'' f ' ( � w w / + � oo , / PHASE / �PHA �soa8 w \ �' ry - UNDERGROUND TELEVISION LINES ® - CATCH BASIN 0 - MAIL BOX t��0 PRO / l / i = I . E. OUT SW - 244. 35 ( 30 CMP ) I ( � w / / / i t` w u, '`� G I N �/ of / �/ w. w - N E \ i I - r I G UNDERGROUND GAS LI N F9 19 STORM CATCH BASIN : ::. ::;•:; . ' I ! / O I / / w �t' + 1 � w I . . , ;: :.., : � � / ` ry / O SANITARY MANHOLE GROUND LIGHT 14,758 9 RIM ELEV. = 213. 19 ' '''% U / '- / ti / - X02 / w I - - UNDERGROUND WATER LINE ( NLESS NOTED OTHERWISE) U E r rr ::.: o / `Boss 1 / � � \ w w � w 1 W UNDE RO U I . E. INS = 207. 37 10 PVC I ' / / / / V ' ' / ' 034 / + 5432 / (, {+ / w r rr ": {?';. : IIix 3 '� ya `'1 / t+ P� w. n 0 - STORM MANHOLE m I . E. IN E = 207. 44 . 15 PVC ° / � � y / ( / - DECIDUOUS TREE OREGON a . ' '. ': = . I 1 / j T - UNDER GROUND TELEPHONE LINES LE, INN = 208. 44 10 PVC I '<:::<'. : ::: . �/ / / �- , P5O"3 ' w w _ NNNNN / I / WVCD I . E. OUT W = 207. 44 (15" PVC) / a'. ' ' : : / / - i � / / ( ) w w // \ 0 �J SS - SANITARY SEWER LINE - WATER VALVE �iO dry I * t (�/I 00 F I 20 STORM CATCH BASIN : / � R "}'' ``} ' ` """"' '`" ' ' _ / / / // ^ M / / / w i / / ` P - UNDERGROUND ELECTRIC LINES ® - WATER METER - CONIFEROUS TREE A • C� RIM ELEV. = 211 . 99 , �. * ' J I . E. INN = 210. 39' 4" PVC) ` ' 00 O OUT N = 209 . 24( 10" PVC 4 0. °os / J AND / Son / - OHW - OVERHEAD POWER LINES -t�- - FIRE HYDRANT EXPIRES : 12/31J2014 / 21 STORM CATCH BASIN : _ / T s / / / / / 50 / e 40 / P4 / / - STORM SEWER LINE - STREET LIGHT - SHRUB � RIM ELEV. = 214. 35' 4, �� ::,'::;;�: �`: ':::::; : I / / I �.,(�Q I . E. INN 209. 60 (4 PVC) . , . / RVEREbt: LE, IN E = 209 . 65' 15" PVC) s %; i`; / 53 5 X _ CHAIN LINK OR WIRE FENCE m I . E. OUT W = 209 . 604 (15" PVC) 19. 5' X 18' 10 / / ' l / / / / / / � / 1 - SIGN Q 22 STORM CATCH BASIN : ® :, i 42 l �� / / / �N�j / - RIP-RAP ;�y� ��!,l�, / / / / / � � ❑-- - WOODEN FENCE -o- - UTILITY POE RIM ELEV. = 216 . 18' ":`' . ? HASE IV - LE. IN E = 211 . 60 ( 12 PVC) f - DRAINAGE FLOWLINE -3 - GUY ANCHOR w I . E. INN = 212. 05 10 PVC ry sr I / - 23 za', / Q LE. INN = 213. 72' 4" PVC) ( / 22" / / / / / EXISTING;' A/C PAVEMENT EXISTING GRAVEL EXISTING CONCRETE EXISTING BUILDINGS J 3: = I . E. OUT W = 211 . 35 (15 PVC) ;;"s : i>; `�' I �/ / ' { � / / IL / % 23 STORM CATCH BASIN : I \ / / / h � / / ! ® � Lli - oa co RIM ELEV. 223. 22 / � 4n 4/ / / ' a. r � �. •:•z. : , .° . ♦, v W W w W I . E. INN = 219 . 00' (10" PVC / ' r ` s � I K < i. ; u ::"" s � < ;'� �: t : ry y v wr n ! �i. , 8� °j":dc`` ,5.:-i••: •yy ,• . a : ..• 4p r W W •Y d' ( ^ �_ w LE. INS = 218. 57 410 PVC / 18' / / / N Q1111/ E ; *,n?- E, ; 'gar ar W W W w ® -/ = I . E. OUT W = 218. 62 12" PVC / - ^� ' = s� 4;z:A: &w two'.,.„` ' j'•: . :. ; '� Y o. v. w U (n ( ) 0, 6" / ' 11� 1•:.vf;o ^.: FEW:.:•s. 't' % �' I I o p 24 STORM CATCH BASIN : / / � / / 16 J� � � RIM ELEV. = 223. 18' I j I . E. IN N = 222. 03' (4" PVC I I I / I ( UTILITY LOCATION NOTES I . E. OUT N = 220. 09' (10" PVC) ( ( I I 1s / / 6 / GASLINE INFORMATION WAS DERIVED FROM PAINT LOCATES x I- 25 STORM CATCH BASIN : / / / !! \ I THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM AND AS- BUILT DRAWINGS PROVIDED BY NORTHWEST NATURAL l� ~ RIM ELEV. = 252. 14' / / 14" LOCATE PANT MARKINGS TIED IN THE FIELD SURVEY AND GAS, I . E. IN N = 250. 71 ' 4" PVC BENCHMARK INFORMATION / C 54 AS- BUILT [DRAWINGS. THIS SURVEY MAKES NO GUARANTEES m LE, IN E = 250. 56 ' ( 4" PVC 14" �� � \ THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE OF ALL WATERLINE INFORMATION WAS DERIVED FROM PAINT LOCATES c� I . E. OUT S - 249 . 24' ( 10" PVC) ITY OF TIGARD, BENCHMARK NO. 167 ELEVATION = 221 . 84 FEET / , 4/ SUCH UTILITIES IN THE AREA. THE UNDERGROUND UTILITIES MAY AND AS- BUILT DRAWINGS PROVIDED BY TUALATIN VALLEY - 1 2" BRASS DISC IN THE WEST CURB OF S. W. 72ND AVENUE AT / PHASE NOT BE IN THE EXACT LOCATION AS NOTED ON THIS SURVEY, WATER DISTRICT, J38 I . E. OUT NORTHEAST - 243. 22' ( 30" CMP . ) I THE WESTERLY EXTENSION OF THE NORTH CURB LINE OF S. W. I I / BUT ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE w 39 I . E. IN SOUTHWEST - 249. 86 ' (30" CMP. ) I ( I� AMPTON STREET. I I ! / � �, / / / / / 53 INFORMATION AVAILABLE. STORM INFORMATION SHOWN IS DERIVED FROM PAINT LOCATES, ❑ �' f FIELD TIES AND AS- BUILT DRAWINGS PROVIDED BY THE CITY 0 42 LE. IN NORTH - 215. 81 ' (10" CONC. ) - �/ ��/ ,(B �I � � ' OREGON UTILITIES NOTIFICATION CENTER WAS NOTIFIED ON JULY OF TIGARD PUBLIC WORKS DEPARTMENT, J I 26 , 1999, --1CKET NOS. 154381 , 154405 AND 154414, THE Q 43 I . E. OUT SOUTH - 213. 62' ( 10" CONC. ) / /� / , 01 ✓ I� FOLLOWING LIST OF UTILITY COMPANIES WERE PROVIDED: SANITARY SEWER INFORMATION SHOWN IS DERIVED FROM W „ + I NW NATURAL GAS PGE PAINT LOCATES, FIELD TIES AND AS- BUILT DRAWINGS O 44 I . E. SOUTH - 240 (14 PVC) HOUSE �� / + / / CITY OF TUALATIN GTE PROVIDED BY THE CITY OF TIGARD PUBLIC WORKS Lu ALL UTILITY INFORMATION SHOULD BE FIELD VERIFIED BEFORE �/ / 1 � ' I �/ ' ODOT TO CABLE DEPARTMENT. i 46 STORM MANHOLE: I I ( DIGGING MUCH UTILITY INFORMATION WAS "UNKNOWN " TO I I : . 1 oar, ` II) � Il� � �� TUALITIN VALLEY WATER DISTRICT o' RIM ELEV. = 211 . 38' THE CITY OF TIGARD PUBLIC WORKS DEPARTMENT. ,. : :. . zo 1 z ) / ALL OTHER UTILITIES SHOWN ARE DERIVED FROM PAINT w 0 I I I / 0' GAS LOCATES ONLY. � F_ 0LE. IN NE = 206 . 90 ( 12 ADS) ( ' s �\ / EAFOZ 7 ,3) , . ♦ Lu Z m I . E. IN E = 205. 19 15 PVC TERMiIu� � / B8/ 65 I 0 6 � ' SANITARY SEWER NOTES TOPOGRAPHIC NOTES w I I . E. IN NWII 206 . 90 (10 ADS) y. :�. BOOK �39, PAGE 2, 3 452/P G20 :U Fw-- LE. IN N = 205. 44' ( 12" PVC) :: :: :: ::::: : :::::,: ::::. ::: : . cn LE, OUT W = 204. 99' 15" PVC F� ::;. i,3:::;;::.;::>:::>';' : ' :' ;:':' •>::::: 0 - ( ) oHw / / / � + � ' • � � - � � �•' '' ' (DSANITARY MANHOLE: U) _ _ / 1 - 6 NOT USED o _ II w w IM ELEV. 211 . 82 .� / Y W ®7 l • 47 STORM MANHOLE: _ w -� oo.o ' 4 O N LE, INN 199 . 83 8 PVC Z - 13. 84 » . N RIM ELEV. 2 n LE. OUT S - 202. 83 12 CONC :: ,:;'> : . I . E. INE 199. 83 8 PVC x ( � d- -�`-->-:,. . I . E. INS - 199. 95 8 PVC < +'.` : ..'t d . . . s.4C. . n ATH ASIN : SW ELMHURST STREET Q] 48 STORM C C B ;:c:::.::;::::::;;:>;<> :.::::gs;> :: ;>.:: :; ; ::: > ;:f;':;;:<:;: ;: .,.,.. . ._ . .. .,, ? � : . . . . . .. - IN ONLY M I _ _ � ". ,< . ,, ,: LE. OUT W = 199. 80 (8 PVC) LOCATION BY AS BUILT DRAWINGS (� RIM ELEV. = 212. 02 - - i. .. . , . :. - , 7 Fop w a0 I . E. OUT SE = 209. 82' (10" ADS) FIELD SURVEY COMPLETED : SEPTEMBER 22, 1999 M _ . w >,u . � z,: : .:<: SANITARY MANHOLE: �9 UNDERGROUND UTILITY VAULT 0 49 STORM MANHOLE: BY G&L LAND SURVEYING BEAVERTON OREGON ' , :.: :. r`r: ...:,;;' � RIM ELEV. = 227. 70 U RIM ELEV. = 210. 72' „ SUPPLEMENT BY: LOADSTAR SURVEY 14 '' '":' " " - : . �:�.? - I . E.EIN 217. 20 (8 PVC) Og NO USED Lu 15 WATER PIPEL�NE =` '- LE. OUT W = 216. 91 ' (8" PVC) Y. 1 I . E. N = 202. 83 (24 CONC) 30 ROAD .3c STREET I 10 CHICKEN COOP cr U x WETLAND DELINEATION BY HARRIS STREAM EASEMENT AS PSR 30' ROAD & STREET I I O BOOK 361 PAGE 674 EASEMENT AS PER ± 0' w 25 STORM CATCH BASIN : I SERVICE DEC 2006 EASEMENT AS PER _. ©SARIM AELEV. ANH050. 03' cn RIM ELEV. = 252. 14 I BOOK 539 PAGE 213 ( BOOK 420 PAGE 241 , "; I I . E. IN E = 234. 25' (8" PVC) 11 WATER SERVICE MANHOLE O � ¢ I . E. INN = 250. 71 ' ( 4" PVC) I BOOK 420 PAGE 243 � v;� •t Lou m m I . E. IN E = 250. 56' 4" PVC) 52 STORM MANHOLE FLOW CONTROL: 55 STORM MANHOLE: 5I0007 STORM MANHOLE: 60 STORM MANHOLE: I . E. OUT W = 233. 81 (8 PVC) & BOOK 515 PAGE 415 ' g �:' 12 NOT USED BAR IS ONE INCH ON PLOT DATE: I . E. OUT S = 249. 24 (10 PVC) RIM ELEV. = 254. . 03' RIM ELEV. = 261 . 47' RIM ELEV. = 213. 50' RIM ELEV. = 218. 50' R `` 10 SANITARY MANHOLE: LE. IN S = 249. 50' 15" PVC) I . E. IN S = 253. 08' 15 PVC LE. IN E = 206 . 23' (48" x33" CMP ) LE. IN E = 212. 50' 30" CONC `'`' RIM ELEV. = 211 . 10' ORIGINAL DRAWING r,0 00 50 STORM MANHOLE: LE. OUT W = 245. 604 (6" PVC) I . E. IN = 253. 08' �15" PVC LE. OUT W = 206 . 23' ( 30" CONC) LE. OUT W = 212. 404 ( 30" t" ) -,. 0 rr 13 MANHOLE (GTE) 0 1 " 00 ro Mw N OHC) LE. IN S = 200. 90 ( 8 PVC) M • • • I I RIM ELEV. = 250. 31 ' I . E. OUT NE = 248. 54' (4" PVC) I . E. OUT N = 251 . 58' (48" PVC) I . E. OUT S = 212. 00' (10" PVC) LE. OUT N = 200. 68' (8" PVC) 14 CONCRETE WALL DESIGNED BY: CHECKED BY: 00 � � w U LE. INE = 245. 06 ' 6 " PVC) 58 STORM MANHOLE: 63 STORM MANHOLE: �`� I LE. IN S = 244. 51 ' (15" PVC) RIM ELEV. = 214. 71 ' 61 STORM MANHOLE: RIM ELEV = 247. 40' 15 PIPE BURIED LOCATION UNDETERMINED AAR BDL 00 , I 53 STORM MANHOLE: 56 STORM MANHOLE: r o O � r7 LE. OUT N = 244. 31 (15 PVC) LE. INE = 208. 00 ( 30 CONC) RIM ELEV. = 219 . 00 I . E. INE _= 237. 75 30 CONC) o RIM ELEV. = 257. 69 RIM ELEV. = 261 . 19 r N Nw 00 rr LE. OUT W = 207. 90' ( 30' CONC) I . E. IN = 211 . 50' 10" PVC) I . E. OUT N? = 237. 65 ( 30" CONC) 51 STORM VAULT 6 X 12 : I . E. IN S = 250. 89 48 PVC) I . E. IN E = 253. 39 15 PVC) 4 JOB NUMBER w \� O RIM ELEV. - 251 . 06 ' I I . E. IN E = 250. 89' (15" PVC) LE. OUT W - 253, 19 (15" PVC) I . E. OUT W = 211 . 60 ( 10 PVC) /`t `t0 _ r » „ 59 STORM MANHOLE: 64 STORM MANHOLE: 0 CL \� I I . E. OUT W 24245. 6044 (6PVPVC) I . E. OUT N = 250. 69 (15 PVC) I . E. OUT N = 251 . 99 (48 PVC) RIM ELEV. = 214. 83' 62 STORM MANHOLE: RIM ELEV. = 248. 92' EXISTINU LOUNDITIONIC PHASING PLAN 10838 � r7MQX L11 I . E. IN E = 210. 80' ( 30" CONC) RIM ELEV. = 230. 50' I . E. IN NE = 242. 21 ' 30" CONC) w w W :2 w I . E. OUT W = 210. 60' (30' CONC) I . E. IN E = 222. 50' ( 30" CCNC) LE, IN S = 240. 75' �15" PVC) 0 50' 100' DWG NAME: :22 :2 Qj I . E. OUT W = 222, 40' ( 30' CONC) I . E. OUT t W = 240. 41 (30' CONC) 10838 - AB C3 . 1 PHASING 60 QFZF-_ z w > aww SHEET C3 ° 1 JQJcncr. E 0 n x ' } ` \ ' ,�,� � 4 IIIf ``,4m'" � +' ''. h• l \ �'"` `_ � `` ` I ` 1 \ ^a � � `. l \t � �4 'ro aq' ` ` ` ~' � w. : ` .\ I t � ` ., Yq I \ ` \ \ e it o egg L "` ``^-. ..,,� �t \ \, -,.•..-'_=Iw � 4`' � � `` °.,� � `_ `O \ '\-,, \ \\ / •, '� , � ': INLET PROTECTiQN �,, ` `~� �` �. 14 �' •� EE 3 /C3 . 3 . �,x - _.._ _ ~� -�. , ' - � - � , , a� -� \ � � ,� � ti __ -- - I --. � � �, �W � •. a -," " "- ' r _ �- � t t II J 1.\ _ —_ ��' YC i � tea, . 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CUn NEW FENCE I ,� 1 I ,, I ,� t / j 1 � / / / / / / / , ` �.,�;� SEDIMENT ilFENCE j / ✓� � I � TREE PROTECTION / / ! / a''`�— SEE 2 /C3 . 3 � TREES TO BE ,. ;' — { ,j SAVED PER ODF& W � / l / � � t � / � ,' ' , �� PR� � S�jO ' `' � / � ,' 1 I w i � � I _._. `/ � � j/ � / � i 4 .+ 1 / ' ,1 '+tom,! } 4v \ / P �' � �ICL IIJ/ ti}� S OF { RFC OREGON t l .•:. ' t-..::. � �^ / . ' .r#' ! ' - v ..-.. / • .+! / ` . ' � � ,� afi . f�i 3a .w',. if \ y � ! 1° ' � °�.`.'.' .1"a' , I / � � •g.✓ !/ / � �` "' -:._ ./ I �,f .+ I r7 ; � ;- � , � 11 r / / / / / / / � �... — / ,,, ,, , �'' ' ! �' EXPIRES : 12/31 /2014 1 1 s' � ., TION -- � F- - ORANGE CONSTRUCTION , ' , — - Y , ( PROPOSED FENCING30 f / .. .. . . . , 12 OUTLET :,� - �r-. :-- '" - - ' �, � - -' j r fofASmBUILT 0 / J , Q / 'k:' y l / r 1/ �— - f !! ® A�� ® � �® � � �®1 f TAX LOT / tj -IIIY AA e IIIIIIIIIIIIIIIIIIIIIIIIIIIIII� a c� , Ld V 2S101AB TL 101 '- � _� - '"� .. '' ; � � , ' / ` ;.,� ! � y - _ / _ / f THESE AS—BUILT DRAWINGS HAVE BEEN PREPARED, � w � � t _.. , - —�- �� - � , ,, j �,� � j - � / � r� �, ® I � to w � _ � - ,t , '` j ! i �'� '` f �" ' , f f I � � IN PART, ON THE BASIS OF INFORMATION COMPILED 1 � _ i f ! AND FURNISHED BY THE PROJECT CONTRACTOR OR IIII'rLLI N �,J !' j I 1 INSPECTOR AND OTHERS. THE ENGINEER IS NOT N _ ( r % ' ` ` , f RESPONSIBLE FOR ANY ERRORS OR, OMISSIONS x ;l _ moi V �� — f r r P , ' � ro f � / f ,./' ' ; °.��wl�"' WHICH HAVE BEEN INCORPORATED INTO THIS � D M TV t , � / F-� ,.:.. --� . f r — � , - , ti ,, - " f / r -• OCUMENT. FIELD VERIFICATION OF; CRITICAL FACTS Q � III ` �, `' ` ( / ; ' j f f r E` f 1F 1 f %>; _.. / AND DATA SHOULD BE MADE IF THESE DOCUMENTS L1.1 j �. . - , a r� ��'� - '"• ' �. __$ � � III � � , ` ARE TO BE USED AS A BASIS FOR FUTURE WORK. � Q ( ( — r- � o � � IF_ � I �� ( � III ,�,�, �. .��' .- r _�� ---- `' �• �--� �, �- � X � /- '` i4" �. -- — -- � � � � �= ' .� m III � . / .,% � I:D � -a° f I � �r 1q87 � � ,� I f ( � z 18 » _ _- --- \ �_ _ � �� ,r � � f I � - n a = I III ; v Q0 30' 60'=Ell w W IN " AND ERC)" SION GRADz o 0) DEMOLITION NOTESIS O o' o SILT FENCE INSTALLED DURING L i CONSTRUCTION TEMPORARY CULVERT z - THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME " DRY WEATHER " CONSTRUCTION . v " WET WETHER " CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN OCTOBER 1ST 1 • ALL BASE ESC MEASURES (INLET PROTECTION , PERIMETER SEDIMENT CONTROL) m AND MY 31ST GRAVEL CONSTRUCTION -ENTRANCES , ETC . ) MUST BE IN PLACE, FUNCTIONAL, AND cn APPROVED IN AN INITIAL - INSPECTION , PRIOR TO _ COMMENCEMENT OF CONSTRUCTION � CONSTRUCTION FENCE 48" ORANGE I� OR APPROVED EQUAL � z ? * NOTE : PRE — DEVELOPED RUN — OFF SHEET FLOWS WESTERLY INTO RED ROCK CREEK AND ACTIVITIES . (n v CULVERT UNDER SW 72nd AVENUE . OUTLET PROTECTION � 1 THROUGH A 24 AND 30 CU IERS APPROVED FOR USE INCLUDE SEDIMENT FENCE , BERMS � m � 2 . SEDIMENT BARR ~ Y CONSTRUCTED OUT OF MULCH , CHIPPINGS , OR OTHER SUITABLE MATERIAL, STRAW AREA OF INLET PROTECTION ui El uj WATTLES , OR OTHER APPROVED MATERIALS . LIJ 0) Cc � `fl 0 THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A 35 CFS CAPACITY CHANNEL FOR 3• SENSITIVE RESOURCES INCLUDING, BUT NOT LIMITED TO , TREES , WETLANDS , : AND Y x THE DRAINAGE DITCH . DISRUPTION OF CHANNEL FOR LIMITED TIME DURING CONSTRUCTION RIPARIAN PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH ORANGE EXISTING 1 ; FT CONTOURS 0 ALLOWED ONLY PER CONSTRUCTION MANAGEMENT PLAN FOR LIMITED TIME WHILE WORK CONSTRUCTION FENCING OR CHAIN LINK FENCING IN A MANNER . THAT IS CLEARLY x � EXISTING 5 FT CONTOURS g CREWS ARE ON SITE CONSTRUCTING CHANNEL DIVERSIONS , THE FOLLOWING PROPOSED VISIBLE TO ANYONE IN THE AREA . NO ACTIVITIES ARE PERMITTED TO OCCUR `- �� - - o :2 m CONSTRUCTION MANAGEMENT PLAN IS PROVIDED FOR APPROVAL. CONTRACTOR WILL BAR is ONE INCH ON PLOT DATE: � VE FOR APPROVAL BEYOND THE CONSTRUCTION BARRIER . CONSTRUCTION : ENTRANCE ORIGINAL DRA�nNc a. > FOLLOW OR PROPOSE MANAGEMENT ATI � 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF 214 PROPOSED 1 FT CONTOURS � � 000) 0 (y.III i� 1 . INSTALL PRELIMINARY EROSION CONTROL PRIOR TO GENERAL SITE MOBILIZATION CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT, ADDITIONAL DESIGNED BY: CHECKED BY: Po � I- 2 . EXCAVATE, INSTALL AND RIPRAP OUTFALL BASIN MEASURES INCLUDING, BUT NOT LIMITED TO , STREET SWEEPING , 'AND VACUUMING , 215 PROPOSED 5 FT CONTOURS AAR BDL � � �- wc � 0 � � � 1 3 . INSTALL MAIN LINE PIPE TO UPPER MANHOLE . MAY BE REQUIRED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE oOO � �- 4. CONNECT MAINLINE PIPE TO UPPER MANHOLE AFTER APPROVAL BY CITY DURATION OF THE PROJECT. SWALE PROTECTION , BIOBAG OR JOB NUMBER N NW O) 5 • CONNECT 70TH PIPE TO UPPER MANHOLE WADDLES FLOW DIRECTION10838 5 , EXCAVATE AND FILL ABANDONED STREAM CHANNEL, HYDROSEED DISTURBED AREA 5• RUN — ON AND RUN — OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO Wr7to < x 7 • GRADE MITIGATION AREAS PER MITIGATION PLAN SPECIFICATION . STOCKPILE BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES . RUN — ON AND RUN — OFF DWG NAME: � i � DESIGNATED TOPSOIL CONTROL MEASURES INCLUDE: SLOPE DRAINS ( WITH OUTLET PROTECTION ) , CHECK / � TEMPORARY SLOPE STABILIZATION 10838 — AB C4° 1 PRE EC ° dwg w w ' � w 8 . REPLACE TOPSOIL IN WETLAND AREAS , INSTALL MITIGATION PLANTINGS HYDROSEED M :2 :2 z J REMAINING DISTURBED AREAS . DAMS , SURFACE ROUGHENING , AND BANK STABILIZATION . / / � MEASURES I— t� REMAIN SHEET C3 • 2 z wl— wIA. MEESE= Willi w > pww -jQJ (nL' LL. cnwmx ENRON \ _ ❑ _ - - r = - T_-�, _ _ =- gy =p- _ - _ _ -- -=/ p \ Y � ` �' p �� � \ � T� \ \ \ \ �. \ \T \ �`_• ` � � 1 4- 4" EXISTING \ P 22+ 76 \ 23+ 00 \ \ \ CONDUIT / t 26 + 06ss ss rj \ \ G\3 . 3 \--- �-+- - -E - - - s _ s so o S / S \ � \\ c5` \ \ \ SSE 3 / w \ \ IN \ w ` w , v� --T- w \ � w CT \ 24 - - - - \ • � . 4 . W iw„ -� \ \ w w \ � / w L o_ �c a mar. �. � \ / �.. ."' \ V - - ti - ®°" � -�"�. � -�., i :: `,.. ! � .....� -,� \._.•�.,,,,,. 21 mum,, VVVV`VV 0111 / ) 99/ 4mm ° IIiIiI l I FILL dI / 0 = ` �c CONSTRUCTIOz 810 BAG I / I \ > T EN �MCE Ld 0 1 /C3 /3 CLASS 20SE RIPRAP / t I c EXTEND ', �/ W4a HOLTTE11 , 4r t I �iL, t CUT/ l // l 1 / I / r 48 x33DCULVERT (I�I / I T P OF WALL l / SEDIMENT FENCE t d i / ; I 4 2 X1 - ' _ Q t 3 TO WEST SIDE I I , I \ 215. 00 / ;� TI /�I ► I L / / I - / / / I t / - �' OF SW 72ND I I I , \ it 1SEE 2/03. 4 fill I _ / I v' t I / t - ROPOSED I / SEDIMENT FE CE I FILL / �, - SD 11 l { >, / l 1 / t t / / ( I I / / / CUT i I I II� PROPERTY LINE a� i / SEE /C3. 4 / / / / I 1 / / I I I U�) co / / / I FILL l t I m I 4 c r; / / i I I I i t E o ® / / / / / / _ / I ERR ND Q TE �I NI t o cr) o c I / _;I I I I I I i o rCH :/ / CL / lI _ - - _ i n I l i u� O N ca JYkNHOLE I I / OTE -o t5- -/ P t t t NO CONSTRUCTION PARKING . � Q) ON SW 72ND AVE OR SW M o CD - a� FILL DARTMOUTH ST* o :c � v * . _ __ ALLOWED ON _)W PE9 MA OLE / / / __ _ L _ ( \ \'I I ,' ' t 70TH � DESIGNATED / / ✓ / / / _ _ / / - 1 t l t / / i / / - / / / / ✓ ;; ( _� „ ., .� / ' / ( ,_ � / / A I � I ON - SITE LOCATION ONLY. �Q PROFt� WQ DISCHARGE CHANNELAve 1N a / I 14758 9 FOR SITE DEVELOPMENT. - 1�A � _ I .- gf / I OREGON �o i / / 4d y � 4Q. 0 MITIGATION AREA TO BE RESTORED / / / / / / / ' I / i I � 2a . I III / �- / � w ,,/ / �' /' FI'Ii A . 3: R� / / V PER THE APPROVED MITIGATION PLANS / / / , / __ / III P SOIL / EMPLOYEE & EQUIPMENT T,;J / / / , III / / J OCK SL/E / / / FUE EGA / / / /I, / II PARKING EXPIRES : 12/31 /2014 w / ORANGE CONSTRUCTION FENCE I TO DELINEATE LIMITS OF s° AREA _ C ,tER ST00PIL'�E / ALV7ERNATE/ a 1 _ \1 t ( III CONSTRUCTION - / PLA SHEET NG GX)NCR T - / ~ / / i� / I ( II J a III - 4 - Tv / \ rn- / / , -;PER DETAIL ON �H`EET C3. 5 �( � VV'ASH / ;i' / / CUT / / / I I / / II O ` - , / / \ / / I I /_: / O 00 I 11 III _ / ® iz o I III NOTE : V O DISTURBED AREAS OUTSIDE OFMITIGATION PLANTING PLAN ARE TO 13E ammoom H cf) SEEDED WITH SPECIFIED SEED MIX. PLANT SEED DURING THE MONTH O uj uj THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME "DRY OF SEPTEMBER . PRIOR TO OC`r 1ST. W0 GRADING AND EROSION CONTROL LEGEND , o WEATHER "" CONSTRUCTION. " WET WEA THER CONSTRUCTION MEASURES ;� Q NEED TO BE APPLIED BETWEEN OCTOBER 1ST AND MAY 31ST. i 0 _30' 60' z DIRECTION OF DRAINAGE FLOW CONCRETE WASH OUT m GRADING, STREET AND UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES: n z1 . SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COCONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. CONSTRUCTION TEMPORARY CULVERT MPOSED 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF Q OF ONE OF THE FOLLOWING MIXTURES, UNLESS OTHERWISE AUTHORIZED : SILT FENCE INSTALLED DURING ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, o A. DWARF GRASS MIX ( MIN . 100 LB . /AC. ) STREET SWEEPING, AND VACUUMING MAY BE BE REQUIRED TO INSURE THAT 1 . DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. CONSTRUCTION FENCE 48" ORANGE 2. CREEPING RED FESCUE ( 20% BY WEIGHT) OR APPROVED EQUAL o B . STANDARD HEIGHT GRASS MIX ( MIN . 100LB . /AC. ) 9 . ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH EROSION AND SEDIMENT CONTROL OUTLET PROTECTION 1 . ANNUAL RYEGRASS ( 40% BY WEIGHT) THE USE OF APPROVED INLET PROTECTION MEASURES. ALL INLET w 2 . TURF- TYPE FESCUE ( 60% BY WEIGHT) PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED BMP IMPLEMENTATION: o AS NEEDED . AREA OF INLET PROTECTION Lu w29 SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE 1 . ALL BASE ESC MEASURES ( INLET PROTECTION , PERIMETER SEDIMENT OC 0 SURFACE ROUGHENED BY MEANS OF TRACK - WALKING OR THE USE OF 10. SATURATED MATERIALS THAT ARE HAULED OFF- SITE MUST BE (n OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED TRANSPORTED IN WATER - TIGHT TRUCKS TO ELIMINATE SPILLAGE OF CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC. ) MUST BE IN PLACE, (� BEDDING AND REDUCES RUN - OFF VELOCITY. SEDIMENT AND SEDIMENT- LADEN WATER . FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION , PRIOR TO _ _ - _ _ _ XX . _ - - - - - EXISTING 1 FT CONTOURS w ,,J COMMENCEMENT OF CONSTRUCTION ACTIVITIES. �` '' z �' �' ` ' �� EXISTING 5 FT CONTOURS w U' 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE 11 . AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETEJj m 2 . " STRIPPING STOCKPILE AREA" SHALL BE RESTORED TO ORIGINAL GRC`UND c '�< m ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING WITH TRUCKS IN A LOCATION THAT DOES NOT PROVIDE RUN - OFF THAT CAN CONSTRUCTION ENTRANCE O AFTER COMPLETION OF MITIGATION AREA GRADING . EXCESS STRIPPINGS TO ry' % ' G�- jr`I w APPROVED MIX AND APPLICATION RATE . ENTER THE STORM WATER SYSTEM . IF THE CONCRETE WASH - OUT AREA CAN n; n ' ' ' I 214 PROPOSED 1 FT CONTOURS I' BE DISPOSED OF OFFSITE AT ,APPROVED DISPOSAL SITE. ` ' ,�, NOT BE CONSTRUCTED GREATER THAN 50' FROM ANY DISCHARGE POINT, vl „ 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING y SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS � WITH PLASTIC SHEETING STRAW MULCHING , WOOD CHIPS, OR 3. THE " STAGING AND EQUIPMEN ``" STORAGE AREA SHALL BE RESTORED ' TO 215 PROPOSED 5 FT CONTOURS Y EXPOSED SOIL D MAY BE REQUIRED . THE WASH - OUT SHALL BE LOCATED WITHIN SIX FEET OF ORIGINAL GROUND AFTER COMPLETION OF WORK . v OTHER APPROVED MEASURES . TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50% OF THE CAPACITY. SWALE PROTECTION , BIOBAG OR 0 o 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE 4. INSTALLED IMMEDIATELY ALL " SEDIMENT BARRIERS FOLLLOO BE INSTALLED AFTER GRADING) " SHAL _ BEWING ESTABLISHMENT OF FINISHED GRADE AS WADDLESASmBUILT w < AND CONFIGURATION . DURING WET WEATHER ' PERIODS STOCKPILES SHALL TRANSFERRED TO THE STORM WATER SYSTEM . SWEEPINGS SHALL BE PICKED. SEDIMENT FENCE IS DISPOSED IN THE TRASH . SHOWN ON THESE PLANS . DATE 03 /04/ 2013 BORIG NAL DRAWING AR IS ONE INCH N PLOT DATE: � a. BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH UP AND I REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. '= DD c, / I� IAI TEMPORARY SLOPE STABILIZATION ooo � :Vw 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN - OFF 5 . LONG TERM SLOPE STABILIZATION MEASURES INCLUDING MATTING SHALL MEASURES Y AA DESIGNED BY: CHECKED BY: . .o N � 6 . EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF INTO THE STORM WATER SYSTEM . BE IN PLACE OVER ALL EXPO QED SOILS BY OCTOBER 1 . / M TEMPORARY SEEDING AND MULCHING EROSION CONTROL BLANKETS OR AAR BDL 003w MATS, MID - SLOPE SEDIMENT FENCES OR WATTLES OR OTHER APPROPRIATE 14. USE BMPs SUCH AS CHECK- DAMS BERMS AND INLET PROTECTION TO 6 . THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAhED � N MEASURES . SLOPES EXCEEDING 25% MAY REQUIRE ADDITIONAL EROSION PREVENT RUN - OFF FROM REACHING DISCHARGE POINTS. PRIOR TO THE STORM WATER SYSTEM FUNCTIONING AND SITE PAVING. THESE AS-BUILT DRAWINGS HAVE BEEN PREPARED, JOB NUMBER CONTROL MEASURES. IN PART, S THE BASIS OF INFORMATION COMPILED10838 If') r� Q 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN 7. INLET PROTECTION SHALL BE IN - PLACE IMMEDIATELY FOLLOWING PAVING AND FURNISHED BY THE PROJECT CONTRACTOR OR INSPECTOR AND OTHERS. THE ENGINEER IS NOT wwww 11 7 . AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT INTRODUCING THESE ACTIVITIES . WHICH HAVE BEEN INCORPORATED INTO THIS 10838- C4. 2 GRADING EC RESPONSIBLE FOR ANY ERRORS OR OMISSIONS DWG NAME : Li Mm a MEASURES INCLUDING THE APPLICATION OF A FINE SPRAY OF WATER , MATERIALS TO THE STORM WATER SYSTEM . DOCUMENT. FIELD VERIFICATION OF CRITICAL FACTS Q � f - z �- PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. AND DATA SHOULD BE MADE IF THESE DOCUMENTS z ARE TO BE USED AS A BASIS FOR FUTURE WORK. Z SHEET 3 wI- f' liENRON w > (DLuLij . < J (ncy. ILL. (nd =) X F- - � Q r7 I MAY EE USED SHORT TERM I�_ > z13% 0 R W/ UTILITY WORK AND W/ \\ti O U r= PHASING OF DEVELOPMENT } \ w Q m E3 4o\N� ® S I ANGLE FILTER FABRIC 11 � J — � FENCE TO ASSURE SOIL IS TRAPPED (n ¢ > > � t s o ( \ o w o o w ~ LL U <C I tY E` � S�\�GROs� ° • ':e: `o 1 I FLOW I • s z Q Q rIn .OF . •C; . � '. m T I C LWi_ UJ i w A JF Mow .MIL J A AAA Lo w RADIUS = 25' MIN. ° • � :� INTERLOCKEDo:o a ~ `� y 2..x 2" POSTS PLAN VIEW � Uz:7) Li c �W w 11 Ln < C CLEAN PIT RUN OR 3"— 6" CLEAN ROCK Q�\O��SI�GAND ATTACH NTS AREA DRAIN _ 6 O �- o W � a SUBGRADE REINFORCEM ENT v CATCH BASIN � Q w o ` � af GEOTEXTILE, AS REQUIRED �� v ` w c USE STITCHED LOOPS < U- 1 U7 C Z `� p %' �- 8" MIN. DEPTH 3' minimum OVER 2" x 2" POSTS NOTES : ` _ ' N_ - from toe slope. FLOW w d c < � a ML *20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL 1 . BURY BOTTOM OF FILTER FABRIC 6" o o > VERTICALLY BELOW FINISHED GRADE. - w wJ cw W - s f - i w 2. 2"x 2" FIR, PINE OR STEEL a VVV I GRAVEL CONSTRUCTION I I o ENTRANCE CURB RAMP I N I FENCE POSTS. a"o LLJ FLOW O ¢ <Elf o O s s w e — _ — I �— Q CD Q r e '� S Q Q 3, POSTS TO BE INSTALLED ON ; ® [;IrcH eosr e � - ` o t 0� I L m i CJ PAVEMENT UPHILL SIDE OF SLOPE. aL - bi 11 z JN Nw � � � w ¢ c � < � � � F— a LID 4. COMPACT BOTH SIDES OF FILTER FABRIC :+ z LLJQ z W Q 1 J o w w =I 4 4 TRENCH. e ¢ _ z C) z o ` /.^'�/� /�\/���f\/ �� • >i .:i ._ ',, t;t.? . S_'. ®•. �Q ° ® o a�' ry NJ m z L', ` = w m `�\ � \� - . .. . .. . .. S. PANELS MUST BE PLACED - yj/elf/%j�_ c r a ` ? _ . . . . .. ACCORDING TO SPACING ON > ./ I � E DETAIL N0.940 DITCH INLET Cj _j M w a Q . �. PROF PLAN VIEW � � c (n /! 9J C \ NITS _ O V { ¢ a- 7//. C Q � NOTES : = Q - z o w r " overlap of bags. v w r > — VI m � a- 6 �" 1 . THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF NOTES : x_ v r n - w o a SEDIMENT ONTO PUBLIC RIGHT—QF—WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN FILTER FABRIC MATERIAL 1 . ADDITIONAL MEASURES MUST BE � � 3 ` = " _ s OUT OF ANY MEASURES USED TO TRAP SEDIMENT. 36 " WIDE ROLLS CONSIDERED DEPENDING ON SOIL v ¢ j(� Q w E = " Z .n �' W � o ' LO � � 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT—OF— WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE N TYPES . cn O O O ~ s ^— < C —p w < m � Ou7 ' w w THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. Z w \ w w O O cd - o D a < < I 4. WHERE RUNOFF CONTAINING SEDIMENT LADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION 2. 810 — FILTER BAGS SHOULD BE > L � w c � ' � " z w " LO ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED / STAKED WHERE APPLICABLE USING W O w < i o U) to : +� _jM Cl .9C5UpQz FILTERING SYSTEM. � ( 2) 1 " x2"WOODEN STA CES OR z Q O w o w - < _ ¢ a o C:) to CaCa 5. DIMENSIONS I ( ( Lj MMMMMMM SINGLE FAMILY APPROVED EQUAL PEF: BAG . c`'cr� z 0 SIN LONG BY 20' WIDE 8" DEEP OF �" MINUS CLEAN ROCK. 'MAXIMUM SPACING FOR FURTHER INFORMATION FOR FURTHER INFORMATION X_ O ji o z Ell z O 0 v_ i O_ ON DESIGN CRITERIA SEE ON DESIGN CRITER A SEE x d < cn u o o W n w o COMMERCIAL CHAPTER 4 OF CLEAN WATER 3. WHEN USING 30" BIO — BAGS TO Q I . Ln w w c ¢ ca c o N : t0 SD' LONG BY 20' WIDE 3-6" CLEAN ROCK, FOR FURTHER INFORMATION FRONT VIEW CHAPTER 4 OF CL=AN WATER Q � X c w w w v c O CO .� V GOVERNING AUTHORITY MAY REQUIRE GEOTEXTILE FABRIC TO ON DESIGN CRITERIA SEE SERVICES EROSION PREVENTION PROTECT A CATCH BPwSIN YOU MUST SERVICES EROSION ' PREVENTION U w Q °' 3 O CO �- - INC. CHAPTER 4 OF CLEAN WATER AND SEDIMENT CONTROL HAVE 4 BAGS AND TFIEY SHALL BE 2 ° PREVENT SUB SOIL PUMP NTS PLANNING AND DESIGN MANUAL. AND SEDIMENT C014TROL Cj t/: W � � � � �i v r w � � � i � SERVICES EROSION PREVENTION OVERLAPPED BY 6". PLANNING AND DEIGN MANUAL. AND SEDIMENT CONTROL G O O : PLANNING AND DESIGN MANUAL � O cYi C:) C `C > M INLET PROTECTION WATER QUALITY SWALE NCE TYPE 4 C:leanWabez: Services J CONSTRUCTION NT RA I M E N T FENCE can a>1�r Services �leanWater Services Clean a r Services SED our commitment is clear. Our commitment is clear. `��O PR�FFs�, our commitment is clear. Our commitment is clear. DRAWING N0. 915 REVISED 12-06 DRAWING NO . 700 REVISED 12- 06 CJ Detail Drawing 855 REVISED 12-06 DRAWING NO. 875 REVISED 12-Ds INFF9 ASsmBUILT 14,758 9 TE 03 /04 / 2013 OREGON AA �/Ldry 23NOTE , �9�0 oRFw A . THESE AS—BUILT DRAWINGS HAVE BEEN PREPARED, EXPIRES : 12/31 /2014 0 IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY THE PROJECT CONTRACTOR OR 0 INSPECTOR AND OTHERS. THE ENGINEER IS NOT Jli � IMAM` DOCUMENT. FIELD VERIFICATION OF CRITICAL FACTS V/ P RESPONSIBLE FOR ANY ERRORS OR OMISSIONS lo- _. WHICH HAVE BEEN INCORPORATED INTO THIS w \\ ; �„ AND DATA SHOULD BE MADE IF THESE DOCUMENTS ARE TO BE USED AS A BASIS FOR FUTURE WORK. Protected N RIP Natural Area f�i. f ROCK FOR RIPRAP SHALL BE ANGULAR IN SHAPE. �A \i o °$ Ld � ' Do not disturb call or vegetation. .�/, `. f `v /V / '. ! � ' ! '•• �\ ;' ! \ � ° A SINGLE ROCK SHALL NOT BE LESS THAN ONE-THIRD ITS LENGTH, sme ares protectawater quality. .i�i �;! > �j� ! , % ! � ' ` �/� f � / per+ ! %`�/ �• i �/; ! ,/, 0 THICKNESS OF 11"II m• der"lo"m""tnodvyN"tla"muwy"mml '. /.y�_ vv',/vv - tan natAated In tkta OF*no .. . /��'•/�� � •. ./�, -.; ,�. Ate/ • . ` i �f� `f iA Y . A ` /i -- ® ROUNDED ROCK WILL NOT BE ACCEPTED UNLESS APPROVED BY THE DISTRICT. .��1�' / C',lealit��atcr�"Services LONGITUDINAI� ANCHOR TRENCH TERMINAL SLOPE AND CHANNEL ' � � ' �INSTALLATION ANCHOR TRENCH �- 00 w EXCAVATE BELOW FINISH GRADE TO DEPTH & DIMENSIONS SHOWN ON APPROVED PLANS. '""W.tega.",ics.a ` O U) INSTALL WOVEN GEOTEXTILE FABRIC. PLACE RIP RAP TO FINISH GRADE. y . " 'N v W sraK� a r 5j—.51J {( O 12"X18° SIGNS SHALL BE PLACED INA MANNER AS TO CLEARLY IDENTIFY THE SENSITIVE c /NTERGaLS (`„ `\ Lt l / AREA AND VEGETATED CORRIDOR AS WELL AS AT ALL POINTS OF ENTRY SUCH AS THE a ENDS OF BAGS W J ,� `�•� ti .• � ovERi.aP 6"iYPICAL Q BEGINNING OF PATHS, TRAI L HEADS AND ANYPLACE THAT THE PUBLIC MAY WANT OR BE ABLE TO ENTER AREA 1— GRADE RIPRAP SHALL BE THE CLASS AND SIZE OF ROCK ACCORDING TO THE FOLLOWING: \ ctaAl % PLAN VIEW CLASS CLASS CLASS CLASS CLASS f NTS to 50 100 200 700 2000 z PERCENT C; �., ` ;�! i%•, Q EIGHT OF ROCK( LBS (EY WEIGHIJ D- 50-30 100-60 200-140 700-500 2000-1400 20 CHECK SLOT AT 25 INTERVALS 30-15 60-25 140-80 500-200 1400-700 30 v Lli JMMMMM 15-2 25-2 80-8 200-20 700-40 40vV P /` ��� I BIOFlLTER BAG Protected ' \ `i ISOMETRIC VIEW Q 2-0 2-0 8-0 20-0 40-0 10 Natural Area Uj w Z O 0 BY14bydNMOfAM1 fIW W9.tiL16CIDWpMMI �+ � ! / �1 Lij LLJ CaeanliaterSc7t�cC4 j/ //• ��/ `� '` i \\/. \\\�i\/ o ��l / \/� �' t.r." Wa � , �- ,�, , PROFILE o can jM- w z � 471 SIGNS SHALL BE USED FOR AREAS WHERE A LARGE NUMBER OF SIGNS ARE NEEDED INITIAL CHANNEL ANCHOR TRENCH INTERMITTENT CHECK SLOT 3 SUCH AS THE BACK OR SIDE YARDS ON EACH LOT ADJACENT TO THE SENSITIVE AREA OR NOTE: 0 1 . BIO BAGS ONLY REQUIRED WHEN M VEGETATED CORRIDOR IN NEW SUBDIVISIONS OF PARTITIONS, NOTES: DISCHARGING SEDIMENT LADEN WATER, FOR FURTHER INFORMATION Y = 7. CHECK SLOTS TO HE COIVSTRUCTEIJ ON DESIGN CRITERIA SEE PER 1VA1Vb1egCTU1?E?S 5PECiEIC.-ITi01I 2. STAKING OF BAGS REQUIRED CHAPTER 4 OF CLEAN WATER W SERVICES EROSION PREVENTIONLU STAK/NG OR ST, 1PLlNG LAYOUT P_F,4 WITH EITHER METHOD USING (2) AND SEDIMENT CONTROL U A,1ANUF4CTURERS SRECIFIC;' T70.NS. 1 "x 2" WOOD STAKES OR APPROVED PLANNING AND DESIGN MANUAL. EQUAL PER BAG. �-/ FILE: 9LN F:TCHA - a o m OUTLET PROTECTION RIP RAP e PLOT DATE -, GETATED MATTING CHANNEL INSTALLATION a rVgCeS an Ater Services BAR IS ONE INCH ON F— [... - —' Our commitment is clear.0. Our commitment is clear. ORIGINAL DRAWING °' lod— dean r S Cl an� �ater e RRIDOR r7 CL Cn REVISED 12-06 Detail Drawing 820 REVISED 12-06 Our commitment is clear* eanr Services DRAWING NO. 8O0 0 1 d N Our commitment is clear. N 00 Cr. N REVISED 12- 06 00 • • NW x DRAWING NO. 790 M C%4 � � DESIGNEDAAR BY: CHECBDED 00 N W in jo � � � JOB NUMBER ON �NWC71 10838 aL00 QX DWG NAME : t1..i P10838 - C2 . 4 ECDTL L; iLLit igw C3 . 4 Q � SHEET < I7 - z - MMMMMMMMMz w > pwwSEMI SEMI JQJ (nQ' loll Li (nd � X .j i' .• ;i ivd •.I 0 i m Q 00 0 0 c J_ m I V) Q I Q Q 2 m U) W W N j x o M qt Q � 0 _ 1 m x w cn � a Q m J = CK Ld Ld Q Q U I- ( W p i O O W X Z W W (00 U Q m W Z > U m U Y 1 W `t W 0) cfl U p Y U x O w of WW n- m ry i Ln d > r7 rn 0� ODoowcn VII) ,.„I— 1 0OnMWU W Wron<X W III WWMW MMMQJ QF-F-ZIi Z W F- D_ LI W>0WW li(nd�X - M W H \ Q M I _ _. -�\ _ P P PfT �\ _ 1 P PNI 1. 1 , °: ° ° a 4, 1. 16' a 1144 ° 4 ° a ° a; 4 ° 4 4 i ° a 4 V d a 4 Q. °�� d d 4 a ° 4 4' ' 4 �} a ° Q SS 28+00 29+00 ° S S S o 30 h004 + ° 4 ° �4 + a I 4° 4 o 4 ° a d a a. d ° 4 4 4. .4ARTMOUTH.STREET Q 4 d ° d't ° d ° Q Q ° ° d Q, .4 4 ° 4 Q v 4 II ° a Q d a > 7A 4 4 ° ° 6' 4 ° i4 WV °', WV ° a/ W W ti 4 a 1' —LV lV W`' -- a ° a 1N W'/ - — a 4 - -- -"--- _ d _ _ __.. d gyp/ �y� I � 6 -•1_ M1' V� 4 , 41 4. ° v, i Lij Q I- LIMITSWORK—- I . PHASE LAN 0 20' 40' — i C7 F � I , I I � JI SITE � r r� <Y. ✓ 235 ��rl i, ,� � F f i • DATE 03/01402013 Y AA THESE AS -BUILT DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY THE PROJECT CONTRACTOR OR INSPECTOR AND OTHERS. THE ENGINEER IS NOT RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT, FIELD VERIFICATION OF CRITICAL FACTS AND DATA SHOULD BE MADE IF THESE DOCUMENTS ARE TO BE USED AS A BASIS FOR FUTURE WORK, µ � DESIGNED BY: CHECKED BY: :D 1, JOB NUMBER 10838 - D WG NAME: 10838 '. SHEET C4'•® 0 cri 0 F - Q W J W F- CL odidW z J c� 0 c� p r m U F- m Q N � N x m toM 0 O cD J OI x m (n z Q ct Iddd Q LLJ V) = om / U) � m w O % o p U Q N U = J d. F- m M D 00 U) O z j Q p J W p Ld p F- p di p p W W x F - z w W Lj U Q U, m U)LIJ J_ z Id > (n U m � Y # W d' W r U 0 Y # U x O w U) Wp W m ry 044- > n"OF_ # 00 W U 0 M roof 0/ b 03: a. \,u^,� 0.MMQx LL1 10 Ld WWLLI�W Q J Q F- F- z lL_ zWF-0'Idd W>0WW JQJ(nW' IddtnmZ)x u d 4 4 26 f Ofl. Q d a I d all 4 a d a d . a4 4 4 d a a ART M 4 d I d. 4 W 4 W , W a. Q a w i +i , Lld Aid N , If - o - -= -- - _ - r f 227. 1 11 1 r G �; 1 7 3 • Tc TC 8 T 228.88 2 ir TC if 2 9. 6 ! ( I 229. f 3 .49 FG , FG 9.73 2 .8 2 f , 0 00 31. r 32.24 If FG FG 231.39 3 .0 ! TC if 231.86 If If f If I TC 231.84 I ; TC 233.31 TC 2: so MM if TC 234.23 4 4 4 i 4 4 4 .i 4 4 d © , Q a 4 a d 4 a A d d d Q a' d d �l 4 v 4 a Q d 4 a a r d d >.a 4 d; a4. a a 4 a 4 S -4 a J id 45,S50�- a d aWIT ' v SS' dilld• Q 4 (�- O 4 �J Q 4 a d p Q aLJRE a Q v A a \. o d d d d If a 4'',WV 444 a V, d Q tl /p W _ ® / a 4 4 / W L a '1 i. 4 V 4 a I / J , I L iAli did 228.23 N N - - NQ 6, 1* led 'Ifi - - 2 A1; f if , , - - - -t- _ I �. I I if if Dc ` O r ,I 4r ��oo RAMP LANDING / � � , j TC ' -F MATCH SIDEWALK ��"ti .ASi 1, •, GRADE i ��0 , . 11,115 F�If If/ FF- 92 �� 241.2 �'� = FF= 2 3 4 2 0 CHIC � `� i` � o , OFFICE - 11 j 11 �c��° tip, 97 I' 2moloodd ; �, �.�a Jill z FF= 237.20 i' o� I� 2 0.73,0��01 11 i It �; PC o t � TC I 0 �� 236.12 `; rLDc$ ' 236 53 G 00 _ - - - TIC IS ,., 40.52 p�5' I TC F •: ti 123t,,31G. r: -I 0if f 0 Tw c 248• 2.83' C ; 3pp n �- �� I 233. 23 F FG C 232. 2 6:48 TC TC 2 6.56 24'3 ( 2 0, ` 41.32 ' 238 20 2 -= T -- 3.30 I i .9 T 34 3 TC L. ^. � t I OOL i L, v OL I � 2 1.71 Z 2.77If Tc I i VANPOOL TG 233.79 C 236.35If 33.13' ;; 233.98 G C - q•0.57;' 235.23 236.250 FG 2 .5= I t FG' TC TC 233.67 G FG TC TC ! • 85 h ' 6.82 236. 238*92 24 .02 239.87 iC'' r 3 4 2 ^�. 239.12 7, 2 1.#38 C i • I I FG ��, �. �.� `b� I, ,24 1 Y. '1 TC .93 ,' 233.80 3: 8 TC ` 1' TIC 1 238987 - - - TC - .46 24 .65, 23 .461236.9 40.4E 248 5 W flood :33 2 4.40 I, I II TC 24 3.8 B T 2 2.89 if TI'd TC �' �TC ( I 12 0.50 234.3 .40 r 23 .71 I �' TCS (' 239.3 1 C 7 0 TW I - 2 .14 .12L - J �C �� DLA 24 0 24 4 B� -ifT N 24.2• j i! I 234.5 c � -�_.- � 2 4 �9• .G i 23.98 TC; `, I f I T 241.00 'ga 248 5TW it O TC i 235 4 TC TC h• 47. W 243 8B FG 237.90•' N 234.79 ; ; 2 .45 ' 240.00 p ry �` 42. W 235 FG oz T cv TC 8+00 235.20 - r N 1 47.1 247.7 -- -- _- FG I 2.8 id FG FG - 36r3� - - - - - o _ Tr _if 235.59 235.93 236.94 240.55 242.35 I ti Ti'TC 7. 0 240. - TC 43.00 5 44.61 cava _ i,00davo � .241 9 ;�j i = I TC TIC �. 246. 0 9 N , 243.1 243:3 ' J '' u� FG 36 6 C TC I N 5 236 9 _ C 1 23 74 TC 1 241.85 ' FG 24 8 f 37.31 4 .41 I FG 267 I Ir, r 1----� --. T(i .if-� X41.35 a i i f - 0 i it ear i if id 235- �241 uz FG ; 242.81 r del le'l Ir ldr if dIl , , I i i P i - ( ® =' _ ` IddId - ddddd . d �Ill" �.. ,..� ..�.r.,.v_ ae. DATE 03/04/201:3 Y Ad AA D m I i Q W Q p z O w :•- IS ONE ON - • ORIGINAL DRAWING -------------- DESIGNED BY: CHECKED BY: AAR BDL JOB NUMBER 8 If =�C� (dam Iff did[�!�'� �.��. /,- ,. !� .'•'•C ?, SHEET C4°1 01 WAI 0 m o I O Lij0 � N U N x m Q M I I � M 00 00 M O 0 0 x V) Lij J_ Q n m m > I tY Q p< � = I W U C/) I Q S 00 / O U) j I- x w w % Q Q m % > U Q I g I m 00 rn (A 00 O Z � p< x m LJ F- J Q F- n Lij O O Ld lippip- I N w � x z LLi w U 0Q cn m cn > w z En � m iU Ld 00 ry 00 U O Y i U x 0 LI oa Q �a,� m 1 P7 CL J iii rnx 000NWU co d ~ I W U 000�°MD n /��z i a. 1`71'M Q x iii wLdw:2w :2:2:2¢I Q�=P:zL zwl-SLI w>Oww -j Q J cn O_' LicnCL=5x �. mill - CONNECT TO EX 00 INSTALL WYE--�4�5tFpip 6" SAN LATERAL Oi TO EAST. IE 215.10 a - - - - pi 1_1<7 11 4 PVC S=11.7, SS INSTALL MANHOLE v W W RIM 219.86 IE 211.20± w = 10 LF 6'° PVC S=10% 2. 1 SW DARTMOUTH''ST. ` INSTALL 85 LF OF IE 215pip.45 tO �i W` W � 4" CONDUIT FOR mom mm CAP END & MARK w/ 2x4 W W C - - __ - - . NatT T W W - 2" IRRIGATION PIPE 1 .pii--- -- II -®®- - - - - 6". SAN vLATERAL _ _._ >>__i__L - W - _ . . i - _ --- elf:. INSTALL 6.2 LF 6 PVC -_ IE 228.50 �- ^ 0 " rX" � 1 ' ' - \I -FOOTING DRAIN =' - �- __- � -'f- ` RAMP 0 z, II - / S=26.5% ! �-� -' I �• XPA RT1�L99 99 OQTIN®®„in 6" DIA GRADRAIN -BLDG A }- BLDG "A" 60 tF 4 DI PIPE INSTALL C.O. _ " RIM=241.10 / GROUND SEE PARTIAL -__ 2" SCH 80 PVC IE TALL 90 &TERMINATE / FLUSH w/ GR PLAN i Ns > a HC" 357 LF FLUSH WITH GROUND. CAP END Q I BLDG ` - - > 80 PVC COORDINATE W/MECHANICAL ENG IE z sc = RD 35 LF 6 PVC PRIOR TO INSTALLING. ROOF DRAIN l-- 428 LF D.1.N ; ; 1 _ -. FIRE ERVICE 0 S=2.0% IE 2 0.50 19.50 LF 6 PVC .*,z " FUTURE SANITARY SEWER, I ,, ROOF DRAIN BLDG 6 FDC ��� , S=3.63% IE 236.50 " ' ;) ' 10.6 LF 6°° PVC � I I = - - - S=4.67% IE 233.00 L� J - 0 ' 325 LF �. BLDG C FDC !; - I BLDG B IE 232.50 I " __ _ 318 LF 6 D.I. ' ti 0.22 3 I - -- - y- 1 Imo. Y iF ! �' O I� IE 23 I ®-(, 16.32 LF INSTALL CO 1 [�5 I 1 ' I) I 2 149.47 LFI I' RIM 236.17 L, ( IE 235.79 11_ 5"='- J S 4 LF % - IE 231 78 I 101.49 LF 12 PVC `.A I ;I ( _ _ 1 s.58 LF S-2.51 % 0 B ( ' - 83.41 LF I j IE 229.17 E 229.80 IE 253174 w__ INSTALL CO II " I -r _- _, IE 229.00 6" FDC RIM 239.77 1 ;4 it10 LF 6 D ' _ IE 235.19 _ _ PIV INSTALL I- -� I- 0 b " 6" FIRE SERVICE - (�71 of i11 i I �1 fi024 i � `� I li 8" X6" WYE 1 1 8� Xl �REDUCE`R now IE 226 61 I- �_IE 6" -235.84 - I ® ® ` IE 8 235.68 -_ -. _ I __ -11 oom saw ago li, *so6 IE 226.94 �°° PVC 1 $Q FDI `Ar pip 13.22 '0 34.9 �.._12 0 2LF------- III110.07 LF 4 L 3 LF .0 7 - 123.61 LF 5=8.10% _ - - - -- _ III `1 S= 2.73%° FIRE HPDR NT �Z 51.17 0 LF IE 235.5 SD 532.96 LF INSTALL CO dmm d RIM 242.35 2 L IE 238.00 - - _ - IE 237.93 _ I' A! di vW � - - _ _-� - � � , ; i - rr .nn d. i ( i E 217.00 - - �► M INSTALL 11 I �Iip. I �I' _ ( iii 8"X6°' REDUCER �II III I I ( I IE8 ` 23_5.52__-----_ - �2 a III I 1---� �� - r L_ IE 35.78 _-_-_ I - - IE 237.51 � • '�, cn III 6 DI FROM FDC RISER 0 I -i Ili BLDG 99 99 a CAP END & MARK f IE 241.48 III 11 STORMTECH DETENTION SYSTEM w/ 2x4 j�-25 LF 6" S=15.9% III I AREA: 98.6 L X 20.5 W 50 LF 6" DI PIPEiiiiii, �� L. _CAP END MARK END III III I CHAMBERS: 52 FIRE SERVICE, CAP END. N M w/ Lx4 I BOTTOM OF BASE ROCK: 225.25 MARK END w/ 2x4 �' M 0 r -I I �) I BOTTOM OF CHAMBERS: 225.75 RESTRAIN 141 BACK 10 II III TOP OF CHAMBERS: 228.25 52 LF 2" PVC SCH so ' ' " ' I IE 238.0 III III TOP OF ROCK BACKFILL: 228.75 PIPE - CAP END. poij MARK END W/ 2X4 II III � - - -- II III III , 'l $03 I I III III IE 239.66 L11 III 111 MARK END II ' III II - - - - - - - - - - ---® - - - - W/ 2X4 III --- - - III -_'1 I III TI- --7 - -"i x111 ❑ III NOTE* CITY OF ''D ENGINEERING DEPT TO REVIE FROM •. DETENTION • OUTFALL. L-le.14TICH BASIN DATA 1 6 GRATE = 226.55 GRATE = 235.45 IE OUT = 225.55 IE OUT = 234.45 22.40 LF S=23.0% 2.00 LF S=375% 2 7 GRATE = 232.85 GRATE = 241.90 IE OUT = 231.85 IE OUT = 240.9 1.5 LF S=176% 2.00 LF S=150% 3 8 GRATE = 233.07 GRATE = 242.55 IE OUT = 232.00 IE OUT = 241.55 1.75 LF S=100% 14.31 LF S=24.8% 4 9 GRATE = 235.60 GRATE = 241.50 IE OUT = 234.60 IE OUT = 240.50 3.72 LF S=56.4% 10.07 LF S=29.7% 5 10 GRATE = 239.33 GRATE = 241.90 IE OUT = 238.33 IE OUT = 240.90 3.48 LF S=72.9% 22.47 LF S=8.9% 0 30' 60' SCALE: 1"=30' 0 MANHOLE DATA 1 72' DIA W.Q. MH w/ (7) CARTRIDGES FLAT TOP RIM = 233.7 IE IN 12" (N) = 222.30 IE IN 12" (E) = 222.30 IE OUT 12" (W) = 220.00 ® INSTALL 3' OF 12" TO NORTH & CAP 2 60' DIA MH FLOW CONTROL RIM = 234.60 IE IN 12"(N) = 225.05 IE IN 12"(E) = 225.05 IE IN 4" (N) = 228.00 VENT IE IN 6" (NE) = 225.05 PERF IE OUT 12 to = 224.85 INSTALL 4" VENT PIPE FROM TOP OF CHAMBER INTO MH 8 3 48' DIA MH W/ 4' DEEP SUMP RIM = 234.90 IE IN 8"(E) = 225.34 IE OUT 12"(N) = 225.75 IE OUT 12"(W) = 225.54 WATER CONSTRUCTION NOTES 1 REMOVE EX BLOWOFF & INSTALL 90° BEND 2 INSTALL 75 LF OF 8" DI PIPE TO REDUCER. 3 INSTALL FIRE HYDRANT ASSEMBLY (TVWD DETAIL 101) 4 INSTALL 3 - 2" TAPS (TVWD DETAIL 7 & 702) 2" SERVICE INSTALLATION BY TVWD 5 INSTALL 2" X 1 X" REDUCER AND INSTALL 1 " WATER METERS (TVWD DETAIL 7). AFTER METER INSTALL 2" X 1 Y2" REDUCER, TIMES 3. 2" SERVICE INSTALLATION BY TVWD 6 INSTALL 8" X 6" REDUCER & 10 LF OF 6" DI PIPE. 7 INSTALL DOUBLE CHECK DETECTOR ASSEMBLY W/676 VAULT (TVWD DETAIL BF100) 8 68 LF OF 2" PVC SCH 80. CAP END AND MARK WITH PT 2X4. CUT 2X4 4" ABOVE GROUND. 9 4" DI w/ FDC RISER. CAP END & MARK w/ 2x4 CUT 4" ABOVE GROUND. 10 14' 6" DI. CAP END & RESTRAIN 14' BACK. MARK w/ 2x4 CUT 4" ABOVE GROUND. 11 REDUCED PRESSURE B.V. PER TVWD DETAIL BF302/C6.2 12 FDC RISER (SEE DETAIL THIS SHEET) ATTACH BUILDING "A" ADDRESS IDENTIFICATION PLATE TO FACE OF FDC RISER. 13 NOT USED 15 INSTALL PRESSURE REGULATING VALVE IN SAME VAULT AS BACKFLOW VALVE. 1AL 0 �` . A 0 101 a t� 4' 6" E v 13 ADDRESS ICATION PLATE N/ PIPE HREADED ADAPTER .L DRIP uRUSHED `K J THRUST BLOCK ATE 03/04/2013 Y AAR THESE AS -BUILT DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY THE PROJECT CONTRACTOR OR INSPECTOR AND OTHERS, THE ENGINEER IS NOT RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT, FIELD VERIFICATION OF CRITICAL FACTS AND DATA SHOULD BE MADE IF THESE DOCUMENTS ARE TO BE USED AS A BASIS FOR FUTURE WORK, 41 - 3" CORE W/ABS - 4 OF WALK - SLEEVE TO BACK It 0 N 10 14 LF OF 6" DI CAP END BUILDING "C" MARK END WITH 2X4 r uC I'I "Bol PARTIAL PLAN 0 10' 20' SCALE: 1 "=10' I- J D m V / Q 1 0 w [e V) lMw • • PLOT DATE: • DESIGNED ■ Y: CHECKED BY: AAR -D „ JOB NUMBER 10838 DWG NAME: 10838AB C5.0 UT SHEET C5•® CURB JOINT 5' MIN. SEE NOTE 5 ROW 'OAD 2" OF 3/4"-0" BASEROCK COMPACTED SUBGRADE 5' MIN. ROW 6" 4„ 2% ROAD III III- III. 2" OF 3/4"-0" BASEROCK COMPACTED SUBGRADE —i SIDEWALK AWAY FROM CURB NOTES: 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE OF 1 -1 /2" TO 3". 2, SCORING PER ARCHITECTURAL PLANS 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN, 1/2" RADIUS. APPROVED BY: AGUSTIN P. DUENAS CITY ENGINEER JULY 2001 APPROVAL DATE NO SCALE CONCRETE DWG. NO. SIDEWALK 120 3" AC 2" 3/4"-0" AGGREGATE BASEROCK 8" 1 1/2"-0" AGGREGATE BASEROCK NOTES: 1. JOINTS TO BE TACK AND SANDED. 2. ASPHALT PLACED IN MAX. 3' LIFTS EACH COMPACTED TO 92% MIN, 3, SAWCUT SHALL BE TAC COATED WITH BITUMINUS ASPHALT EMULSION, COMPACTED SUBGRADE ON-SITE PAVEMENT SECTION 3/4" R 6�� ) EDGE —NAGE BLOCKOUT 6» 5 -_—�— �- DRAINAGE 3 I.D. SCHEDULE 40 DWV (ABS OR PVC) _--`--A.PIPE W/COUPLING 16,1 i 9„ NOTES: 1, TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TANGENCY OF THE CURB & AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING TO A MAXIMUM OF 20 FT, 2. TRAVERSE EXPANSION MATERIAL TO BE PRE -MOLDED NON -EXTRUDED MATERIAL WITH A MINUMUM THICKNESS OF 1/2 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. 4, CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. 5, DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN, OF 2 FEET AND MAX. OF 3 FEET FROM PROPERTY LINES, ENGINEERING DEPARTMENT 13125 S.W. HALL BLVD. TIGARD, OREGON 97223 VOICE: (503) 639-4171 CITY OF TIGARD FAX: (503) 684-7297 OREGON APPROVED BY: P. DUENAS CITY ENGINEER JULY 2001 APPROVAL DATE SAWCUT SURFACING ,TCH EXISTING MATERIAL z TOPSOIL OR AS N DIRECTED BASE MATERIAL J UX k' 0 a X cr a LLJ Of V) /n Qv Z o- '� � Z J Q �o cJi� I �N coir a da a LU X M (> W — � r { l , 1Jil 2 j a;1 Q. eo ; 6" MIN BEDDING BELOW OUTSIDE OF PIPE BELL TRENCH FOUNDATION S_k ABILIZATION, AS REQUIRED 6" MIN ff 1\ 6" MIN W NUO w Qo w 2cZi1� 4�jUU mom awe N 0 TE: 1, SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. 2, JOINTS TO BE TACK AND SANDED, 3, SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. NO SCALE AGUSTIN P. DUEFI ENGINEERING DEPARTMENT STANDARD CURB DWG. N0. cITYENc�n 13125 S.W. HALL BLVD. 2 V OREGON 97223 �. VOICE. {503) 639-4171 MARCH 1998 CI iY OF TIGARD FAX: (503) 684-7297 OREGON APPROVAL FINISH GRADE BY.. STANDARD CAST IRON FRAME AND COVER DRAWING NO. 510--\ d• d. iqs °'� q qqq e sv nD+� e a�: �G .0 Qa ae a � 4 TRENCH BACKFILL NO SCALE DWG, NO, 80 NON—SHRINK GROUT STANDARD MANHOLE GRADE RING 4 " n 4.�. •p �Q: • o • A '�.v <' " •" WATERTIGHT PIPE PLUG WITH STOPS ♦ AV " a• ao♦ e ` --PROVIDE 3/4"-0 FOR A MINIMUM OF 6" AROUND - CLEANOUT 3, I7 NOTE: 1. CONCRETE ENCASE ENTIRE WYE SECTION AND 45 BEND IF CONCRETE PIPE 2. STAND PIPE TO BE SAMESIZE AS MAINLINE UP TO AND INCLUDING 8" PIPE, MAINLINE GREATER THAN 8" SHALL HAVE A 8" STANDPIPE, STANDARD CLEANOUT AWING N0. 500 ATE 03/04120113 Y AA THESE AS—BUILT DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY THE PROJECT CONTRACTOR OR INSPECTOR AND OTHERS. THE ENGINEER IS NOT RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT, FIELD VERIFICATION OF CRITICAL FACTS AND DATA SHOULD BE MADE IF THESE DOCUMENTS ARE TO BE USED AS A BASIS FOR FUTURE WORK. w f -- Q r) OREGON - 0 4d � y 23 09F� EXPIRES: 12/31/2014 • • • • f R ;i DIUMM ' SHEET C6°® 3/4" SQUARE A A B B Q In % n❑v Iq �a❑s� a❑D ❑ ❑ ❑ ❑ a a 7/8" SECTION B -B 6" 18" SECTION A -A NOTES: — 1. Y4" ALLEN HEAD BOLTS _ 1" LONG RECESSED. — 2. ALL PERMANENT CLEANOUTS =, TO HAVE BOLT DOWN COVERS. 3. MATERIAL SHALL BE GRAY — CAST—IRON, ASTM A-48, CLASS 30. 6" DETAIL aemWcrftr Services REVISED 12-06 Our commitment i® clear. DRAWING N0, 510 FINISH GRADE BY.. STANDARD CAST IRON FRAME AND COVER DRAWING NO. 510--\ d• d. iqs °'� q qqq e sv nD+� e a�: �G .0 Qa ae a � 4 TRENCH BACKFILL NO SCALE DWG, NO, 80 NON—SHRINK GROUT STANDARD MANHOLE GRADE RING 4 " n 4.�. •p �Q: • o • A '�.v <' " •" WATERTIGHT PIPE PLUG WITH STOPS ♦ AV " a• ao♦ e ` --PROVIDE 3/4"-0 FOR A MINIMUM OF 6" AROUND - CLEANOUT 3, I7 NOTE: 1. CONCRETE ENCASE ENTIRE WYE SECTION AND 45 BEND IF CONCRETE PIPE 2. STAND PIPE TO BE SAMESIZE AS MAINLINE UP TO AND INCLUDING 8" PIPE, MAINLINE GREATER THAN 8" SHALL HAVE A 8" STANDPIPE, STANDARD CLEANOUT AWING N0. 500 ATE 03/04120113 Y AA THESE AS—BUILT DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY THE PROJECT CONTRACTOR OR INSPECTOR AND OTHERS. THE ENGINEER IS NOT RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT, FIELD VERIFICATION OF CRITICAL FACTS AND DATA SHOULD BE MADE IF THESE DOCUMENTS ARE TO BE USED AS A BASIS FOR FUTURE WORK. w f -- Q r) OREGON - 0 4d � y 23 09F� EXPIRES: 12/31/2014 • • • • f R ;i DIUMM ' SHEET C6°® U W I U 00 OFAALAI m I w (n W N =N (nx 194- Q I J `- Q C) F- I m x V J ' ) L�.I ' ^ z Q Q m J = U ry J_ Q U FAA I w � r I o JAY i x Z r..l w LU) U Q (n m (n J_ W Z_ > U) U :3 1 M U Y I W W Of cD U O Y I U x O LdW oQ a Q > ry DO��W((n M pj 00 W U .— = re)�I o CL CO Q..<-MQX ,w�j wUjbiMW Q -J QPF=zE z WI-0�w w>Oww JQJU)� 18" MIN I off PAIl11 n t eA% 1—. A I A e. i A 1A%k l A /11— A I T T /%k P11 11"11'9 SIDEWALK 3" MIN 6" MAX BREAK FLANGE BLOCK 'fall AAIAI SIDEWALK VALVE RISER COMPLETE— FLG x MJ / MJ x 6" FLG TEE J SEE NOTE No 1 THRUST BLOCK 3" MIN 6" MAX BREAK FLANGE NOTES: 1. FOR CONNECTION TO EXISTING MAINS USE TAPPING SLEEVE IN ACCORDANCE WITH DISTRICT CONSTRUCTION SPECIFICATIONS. 2. PROVIDE A 3 FT CLEAR SPACE AROUND CIRCUMFERENCE OF FIRE HYDRANT. 3. PLACEMENT OF CONC. AROUND FH IS PROHIBITED. 111"I'V" All 777, 1I 1 DETAIL No. 101 METER SIDE 2" FEBCO MODE DOUBLE CHECK ASSEMBLY (OR CHRUSnw rxv%..rN or%at. 6" MIN CUSTOMER SIDE (1A Mt] /IAI eIrrrn onV NOTE: INSTALLATION SHOWN IS ONLY A SUGGESTION. THE DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, AND CLEARANCE FOR TESTING & REPAIR ARE THE MAJOR CONSIDERATIONS FOR INSTALLATION, PLUGS TO BE INSTALLED IN TEST COCKS OF BELOW GROUND INSTALLATIONS (NO DISSIMILAR METALS). ,r• �Avf .1f1ATrAT/.., •l'. /-.1"111. nfl rl'\ r, ,r /'1 A" . u., 11, r e I'1I /.,/'1r . , I v r1r IA% P^I ,/1r 11%11 211 & 21/2"' DOUBLE CHECK INSTALLATION THRUSTBLOCK SEE NOTE 4 RETAINER GLAND SPOOL FLGx PE SEE NOTE 1 FLOW LADDER MEETING OSHA REQUIREMENTS SEE DETAIL 300 AND SPECIFICATIONS GROUND LINE 3" MIN - 6" MAX BACKFLOW TO TUALATIN VALLEY WATER TO LOCAL PLUMBING DISTRICT STANDARDS CODE STANDARDS ✓ED CE EXTEND DUCTILE IRON PIPE SEE NOTE 3 5' MIN. OUT OF VAULT TO PROTECT FROM BREAKING DUE TO VAULT SETTLEMENT. P LAN FLANGE COUPLING ADAPTOR OPTIONAL FIRE DEPARTMENT CONNECTION. CONTACT LOCAL FIRE MARSHALL. ALTERNATE FDC LOCATION DRAIN TO CURB OR �Tr•I / / STORM DRAIN Nz 31, MIN CLEARANCE ON ISOLATION BALL VALVE r-� OPENEE=OS&Y � I) VALVE ; II CONCRETE BALLAST SEE NOTE 2 —� STANDON" PIPE STAND' (TYP) _. ELEVATION UTILITY UTILITY gILGO SIZE VAULT VAULT DOORWITH FDC R LOCATE FRAME AND COVER 3 OVER LEDGE OF AT LEAST 577 -WA J-5AL NOTES: 577 -WA 577 -WA J-5AL 6 676 -WA 12 IN WIDTH•a J-5AL 8 1. ALL JOINTS AND RUBBER GASKETS SHALL RUBBER GASKET 687 -WA JD-3AL 10 5106 -LA 5106 -LA G CONFORM TO THE REQUIREMENTS OF a 8" MIN. BETWEEN ASTM C-433. 2, ALL MANHOLE SECTIONS SHALL CONFORM FLAT TOP v -- KNOCKOUTS TO THE REQUIREMENTS OF ASTM C-478 I" FLAT FACE LETTERING o AND APPLICABLE PROVISIONS OF STANDARD (OPTIONAL) (RECESSED FLUSH) MANHOLE, DRAWING NO. 010. - 3. STEPS REQUIRED ON FLAT TOP MANHOLES DEEPER THAN 48". 4 c POOA SAF OD 0 64" DIA. J�Q ,Q �� 2684 F MAXIMUM 27" FROM :'d d STANDARD FRAME AND COVER OR �® WATERTIGHT FRAME AND COVER. TOP OF FIRST STEP�Mp�8 O C O 00 Op TO TOP OF CASTING SEE STD, DRAWING N0. 110—SA/ST a0 _ O (; O QO C1358 Q OR NO, 120 O O O O SET FRAME IN NON—SHRINK GROUT ilms .p 48" � 5 a Mo✓oY/rax O O' � 0 NOTES: • GRADE RINGS (2",40',OR 680) � O O 1. ALL PRE—CAST MANHOLE SECTIONS SHALL CONFORM TO THE i' n MAXIMUM 12" SET IN NON—SHRINK GROUT RUBBER GASKET (1) OPEN //if rS Trr) REQUIREMENTS OF ASTM C-478. RUBBER GASKET FLAT TOP PICKHOLE qD 1' us 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY REINFORCEMENT (16) 3/4 o" STRENGTH OF 3000 P.S.I. AND SLUMP OF 2" TO 4", HOLES AS SHOWN 3. ALL JOINTS SHALL BE SEALED WITH PRE FORMED GASKETS 4 STANDARD ECCENTRIC a OR PL. VIEWCOVER SUCH AS KENT—SEAL NO. 2, RAM—NECK, OR AN APPROVED 36" CONE STANDARD MANHOLE FLAT TOP 58" DIA. EQUAL CONFORMING TO FEDERAL SPECIFICATION SS -500210. : 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT. REINFORCEMENT 5. PIPE CONNECTIONS OF 24" OR GREATER SHALL REQUIRE A n MANHOLE AND CHANNEL DETAIL. c 4 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL MANHOLE STEPS SEE #6 BAR AROUND OUTSIDE OF OPENING �- 24 3/4" DIA. • , REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL. STD DRAWING NO. 100 ;' #6 DIAGONALS BOTH SIDES OF OPENING 7. PROVIDE A MINIMUM OF 8" OF INTACT (UNDISTURBED) MANHOLE SECTION 6" O.C. BOTH WAYS MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED ��(VARIABLE 1'-4') ON THE INSIDE FACE OF THE MANHOLE.7/8" •� 1/4 8. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM AND z e ® 25" 4 MAXIMUM CLEAR OF PIPE WALL. o NJ 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 24" FOR SANITARY CONNECTION AND 48" FOR STORM o CONNECTION. fO ;•0 5" MINIMUM 48" 10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME ANDA -2 7/811 COVER SHALL BE USED IN ALL EASEMENT AND OFF a: I �— 6" SQ. STREET AREAS. o o LO 1 1/2" 48"MIN. 2 7 1/21, SQ. I C. K O L. TAIL MINIMUM 12" LEDGE ° (ONE REQUIRED)M 22 1/2" DIA. 2" MIN. FROM TOP OF .D 1"/FT. SLOPE TYP. ° plpE TO MANHOLE SECTION SECTION VIEW d PIPE v O.D. 4. o., -, AAAAAA1 aa' b 8" MINIMUM CONCRETE SMOOTH FINISH CHANNEL TO ?'.4• 3/4 VERTICAL HEIGHT OF PIPE F r- : ':� : 0SEE DETAIL FOR MANHOLEFRAME SPECIFICATIONS. L. ## 12" MINIMUM OF �4"-0" COMPACTED — — ' '72 MINIMUM A' BASE MATERIAL STORM WATER STANDARD MANHOLEr °� es FLAT TOP MANHOLE r °� MANHOLE LID e °ces REVISED 02-03 Our commitment is clear. REVISED 02-03 DRAWING N0, 050 Our commitment i>a clear. REVISED 12-06 DRAWING NO. 120 Our commitment it clear. DRAWING N0. 010 AA 18" MIN I off PAIl11 n t eA% 1—. A I A e. i A 1A%k l A /11— A I T T /%k P11 11"11'9 SIDEWALK 3" MIN 6" MAX BREAK FLANGE BLOCK 'fall AAIAI SIDEWALK VALVE RISER COMPLETE— FLG x MJ / MJ x 6" FLG TEE J SEE NOTE No 1 THRUST BLOCK 3" MIN 6" MAX BREAK FLANGE NOTES: 1. FOR CONNECTION TO EXISTING MAINS USE TAPPING SLEEVE IN ACCORDANCE WITH DISTRICT CONSTRUCTION SPECIFICATIONS. 2. PROVIDE A 3 FT CLEAR SPACE AROUND CIRCUMFERENCE OF FIRE HYDRANT. 3. PLACEMENT OF CONC. AROUND FH IS PROHIBITED. 111"I'V" All 777, 1I 1 DETAIL No. 101 METER SIDE 2" FEBCO MODE DOUBLE CHECK ASSEMBLY (OR CHRUSnw rxv%..rN or%at. 6" MIN CUSTOMER SIDE (1A Mt] /IAI eIrrrn onV NOTE: INSTALLATION SHOWN IS ONLY A SUGGESTION. THE DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, FREEZE PROTECTION, AND CLEARANCE FOR TESTING & REPAIR ARE THE MAJOR CONSIDERATIONS FOR INSTALLATION, PLUGS TO BE INSTALLED IN TEST COCKS OF BELOW GROUND INSTALLATIONS (NO DISSIMILAR METALS). ,r• �Avf .1f1ATrAT/.., •l'. /-.1"111. nfl rl'\ r, ,r /'1 A" . u., 11, r e I'1I /.,/'1r . , I v r1r IA% P^I ,/1r 11%11 211 & 21/2"' DOUBLE CHECK INSTALLATION THRUSTBLOCK SEE NOTE 4 RETAINER GLAND SPOOL FLGx PE SEE NOTE 1 FLOW LADDER MEETING OSHA REQUIREMENTS SEE DETAIL 300 AND SPECIFICATIONS GROUND LINE 3" MIN - 6" MAX BACKFLOW TO TUALATIN VALLEY WATER TO LOCAL PLUMBING DISTRICT STANDARDS CODE STANDARDS ✓ED CE EXTEND DUCTILE IRON PIPE SEE NOTE 3 5' MIN. OUT OF VAULT TO PROTECT FROM BREAKING DUE TO VAULT SETTLEMENT. P LAN FLANGE COUPLING ADAPTOR OPTIONAL FIRE DEPARTMENT CONNECTION. CONTACT LOCAL FIRE MARSHALL. ALTERNATE FDC LOCATION DRAIN TO CURB OR �Tr•I / / STORM DRAIN Nz 31, MIN CLEARANCE ON ISOLATION BALL VALVE r-� OPENEE=OS&Y � I) VALVE ; II CONCRETE BALLAST SEE NOTE 2 —� STANDON" PIPE STAND' (TYP) _. ELEVATION = 7. DETAIL No. UM 1173 12" INLINE CHECK VALVE FLANGE COUPLING ADAPTOR RODENT SCREEN DRAIN TO DAYLIGHT OR PROVIDE 113 -HORSEPOWER STAINLESS STEEL SUMP PUMP. SEE DETAIL 310 AND 320 FOR SUMP DETAILS. NOTES: 1. CONTRACTOR TO SEAL ALL OPENINGS IN VAULT WITH NON SHRINK GROUT 2. CONTRACTOR TO INSTALL CONCRETE BALLAST 3 CU YDS MIN AROUND BASE OF VAULT WHERE FLOODING OR HIGH GROUND WATER EXIST 3. CLEARANCE BETWEEN WALL AND DEVICE 8" MIN., 12" MAX., EXCEPT 8" MIN, 9" MAX. FOR 660 -WA VAULT 4. THRUST BLOCK V-0" MIN THICKNESS 5. DETECTOR METER TO READ IN CUBIC FEET BF 200 THESE AS -BUILT DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY THE PROJECT CONTRACTOR OR INSPECTOR AND OTHERS. THE ENGINEER IS NOT RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT, FIELD VERIFICATION OF CRITICAL FACTS AND DATA SHOULD BE MADE IF THESE DOCUMENTS ARE TO BE USED AS A BASIS FOR FUTURE WORK. j J V) Rw9sxe w v� �p �`ary 2310 RFS A k\ EXPIRES: EXPIRES: 12/31 /2014 SHEET C6° UTILITY UTILITY gILGO SIZE VAULT VAULT DOORWITH FDC R W/O FDCIT 3 577 -WA 577 -WA J-5AL 4 577 -WA 577 -WA J-5AL 6 676 -WA 676 -WA J-5AL 8 687 -WA 687 -WA JD-3AL 10 5106 -LA 5106 -LA JD -3AB = 7. DETAIL No. UM 1173 12" INLINE CHECK VALVE FLANGE COUPLING ADAPTOR RODENT SCREEN DRAIN TO DAYLIGHT OR PROVIDE 113 -HORSEPOWER STAINLESS STEEL SUMP PUMP. SEE DETAIL 310 AND 320 FOR SUMP DETAILS. NOTES: 1. CONTRACTOR TO SEAL ALL OPENINGS IN VAULT WITH NON SHRINK GROUT 2. CONTRACTOR TO INSTALL CONCRETE BALLAST 3 CU YDS MIN AROUND BASE OF VAULT WHERE FLOODING OR HIGH GROUND WATER EXIST 3. CLEARANCE BETWEEN WALL AND DEVICE 8" MIN., 12" MAX., EXCEPT 8" MIN, 9" MAX. FOR 660 -WA VAULT 4. THRUST BLOCK V-0" MIN THICKNESS 5. DETECTOR METER TO READ IN CUBIC FEET BF 200 THESE AS -BUILT DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY THE PROJECT CONTRACTOR OR INSPECTOR AND OTHERS. THE ENGINEER IS NOT RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT, FIELD VERIFICATION OF CRITICAL FACTS AND DATA SHOULD BE MADE IF THESE DOCUMENTS ARE TO BE USED AS A BASIS FOR FUTURE WORK. j J V) Rw9sxe w v� �p �`ary 2310 RFS A k\ EXPIRES: EXPIRES: 12/31 /2014 SHEET C6° �LL�1 r f Q p - - (HORIZONTAL) VOLUME OF THRUST BLOCK NOTES r i BEARING AREA OF THRUST BLOCKS IN SQ FT IN CU YDS (VERTICAL) 10'- o" FITTING a 45° 221/2° 11 1/40 FITTING BEND ANGLE STANDARD CAST IRON FRAME AND COVER WHEN IN 1, EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTED IN TEE 90 BEND SIZE PUBLIC ROADWAY OR PAVED AREA ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS RIGHT OF WAY SIZE BEND BEND BEND 45° 22.5° 11.25° CONSTRUCTION. 4 1.3 1.8 1,0 1.0 1.0 4 1 1 0.4 0.2 2. FLAT TOP SHALL BE H-20 LOAD RATED WITH NO COVER. �' 3. PIPE SUPPORTS AND RESTRICTOR SEPARATOR SHALL BE OF' THE SAME I EASEMENT 6 2.8 4.0 2.2 1,1 1.0 6 2.7 1.0 0.4 0MIN HANDHOLD / 16" MAX MATERIAL, AND BE ANCHORED AT 3' MAX SPACING BY 5/8" DIA. 8 5.0 7,1 3.8 2.0 1.0 8 4.0 1.5 0.6 ° LIFT HANDLE ATTACH STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED 2" IN WALL. z PRIMARY , . °...' a „ 12 11.3 16.0 8.7 4.4 2.2 12 8.5 3.2 1.3 SP(.I'_LWAY WITH GALVANIZE CHAIN 4, THE RESTRICTOR/SEPARATOR SHALL BE FABRICATED FROM .060 (MM) 12" MIN ALUMINUM, IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF Uj y j I 16 20.1 28.4 15,4 7.8 3.9 16 14.8 1 5.6 2.3228.60 STEPS OR LADDER AASHTO M 36, M 191 M197, AND M 274. a Q (#8 GALVANIZED 4.. 20 31.1 44.4 24.0 12.3 6.2 5, OUTLET SHALL BE CONNECTED TO CULVERT OR SEWER PIPE WITH A SEE NOTE 3: PIPE DEFORMED REBAR STANDARD COUPLING BAND FOR CORRUGATED METAL PIPE OR GROUTED vi 2'-98" 24 45.2 64.0 34.6 17.7 8.9 SUPPORT(S) OR STEEL REINFORCED INTO THE BELL OF CONCRETE PIPE. LLI 3"x.075" AL(IM. ". POLYPROPYLENE STEPS) "1 VALUES BASED ON 200 PSI �'• 6. THE VERTICAL RISER STEM OF THE RESTRICTOR/SEPARATOR SHALL o BE THE SAME DIAMETER AS THE HORIZONTAL OUTLET PIPE, WITH U ( j WATER PRESSURE AND 2000 PSF a ! SOIL BEARING CAPACITY AN 18 MINIMUM DIAMTER. w �� °< n 7. FRAME AND LADDER OR STEPS ARE TO BE OFFSET SO THAT,• z PROPERTY LINE /��//�j/\\j\\j\" a,° : 12 CLEANOUT/SHEAR GATE: A. CLEANOUT GATE IS VISIBLE FROM TOP. U 227.55 8" DIAMETER MW B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND GATE. > 4 12" :n.; U� SEE SHEET 2 C. FRAME IS CLEAR OF CURB (IF ANY EXISTS). LLJ MI - N SEE NOTES 10-12 n 8. MULTI -ORIFICE ELBOWS MAY BE LOCATED AS SHOWN OR ALL ON ONE %/\\\� SEE NOTE 5 SIDE OF RISER TO ASSURE LADDER CLEARANCE. SIZE OF ELBOWS AND PLACEMENT TO BE DETERMINED BY THE ENGINEER Re LAN �.o_ v�/, 1 �i��\//\\//\// //�//\// //\\ 9. RESTRICTOR PLATE WITH ORIFICE AS SPECIFIED IN THE CONTRACT ,,l, � M(3 igilgi, - � �° U� PLANS. SPECIFIED OPENING TO BE CUT ROUND AND SMOOTH. 12 OUTLET INLET J 224.85 MIN 8 U 225.05 10. CLEANOUT/SHEAR GATE: m N.ALUMINUM ALLOY PER ASTM B-26-ZG-32a OR CAST IRON ASTM A48 BEND TEE VERTICAL BEND aT CLASS 308 AS REQUIRED, LIFT HANDLE EITHER SOLID OR TUBING vi 12" WITH ADJUSTABLE HOOK AS REQUIRED. NEOPRENE RUBBER GASKET Q FITTING ROD EMBEDMENTMETAL PIPE MIN 2'-0" MIN REQUIRED BETWEEN RISER MOUNTING FLANGE AND GATE FLANGE. SIZE SIZE (SEE NOTE 6) MA77NG SURFACES OF LID AND BODY TO BE MACHINED FOR PROPER -° -- FIT. FLANGE MOUNTING BOLTS SHALL BE 3/8" DIA STAINLESS . ,_ _ "71-4: :; 4Et-12" #6 30" 222.85 \\\ 14"-16" #8 36" 2'-D" MIN ° 11. ALTERNATE CLEANOUT/SHEAR GATES TO THE DESIGN SHOWN ON SHEET 2 Ln �A///A/ ///\�i RESTRICTOR PLATE ° I. 6" ARE ACCEPTABLE, PROVIDED THEY MEET THE MATERIAL SPECIFICATIONS Ln Z 60 MIN. MIN ABOVE AND HAVE A SIX BOLT, 10 3 8" BOLT CIRCLE FOR BOLTING chi ~ c j WITH ORIFICE / _ \\\\ DIAMETER THE FLANGE CONNECTION. a a3 rn 2 1/2 ORIFICE v? +� %jam%j NOTES: (SEE NOTE 9) °�. ° 12. GATE SHALL NOT OPEN BEYOND THE CLEAR OPENING BY LIA41TED to c`i m •E co O ° °co 05 a•' " "O HINGE MOVEMENT, STOP TAB, OR SOME OTHER DEVICE. -� Lin 00�1) THRUST BLOCKING AT ALL TEES, BENDS ANDS 12 MIN, 314 " DISTRICT INSTALLED CUSTOMER SIDE y/ / ��\\ENDS OF PIPING o O"o "o ° o O"a "o o o o ° 13. PRECAST CONCRETE MANHOLE CONSTRUCTED IN ACCORDANCE WITH �' 0 0 /\//\//��, O'. O'. O'.' O .' ,O'. (7'. O'. O'. .O' MINUS AGGREGATE �, N > 2) CONCRETE BLOCKING TO BE POURED AGAINST O' O' " O' " �' " 0420. •O' " O • •O. " q4 O' " BASE MATERIAL ASTM C478. C o C%4 o UNDISTURBED EARTH o. o• c M U U ELEVATION STRADDLE BLOCK 3) ALL CONCRETE TO BE CLASS 3000 COMPACTED NATIVE MATERIAL 14. SEE SHEET 2 FOR DETAILS ON ELBOW AND FOR PLAN VIEW. Q O � •� cM SEE DETAIL No 200 SECTION A -A ii 4) INSTALL 12 MIL TOTAL THICKNESS POLYETHENE SHEET O p) O = p�j AROUND FITTING. SECURE SHEET ENDS TO PREVENT O Y � j U INFILTRATION OF DIRT BETWEEN SHEET AND PIPE LLL J : U �- FITTING PRIOR TO POURING THRUST BLOCKING FLOW CONTROI MANHOLE 5) PROTECT MECHANICAL JOINT FOLLOWERS AND BOLTS SCALE: NTS FROM CONCRETE WITH TEMPOARY FORMS AND ���0 PROFFss POLYETHENE SHEETING SEE NOTE No 3 G I N E F9 /�/�/ I. �� DETAIL No. THRUST BLOCKING DETAIL No, 14,758 9 1-1/2 & 2 METER TualatinValleyWaterDistrict INSTALLATION 702 Tualatin Valle Water District DETAILS 2 � OREGON o d ��'d 42,0000 UTILITY VAULT 3642 -PVT � A• OR EQUAL 36.0000 CONCRETE PAD EXPIRES: 12/31/2014 p N 29>, cD U m Q 1 00 BIKE PROOF, HEAVY 00 p DUTY TRAFFIC GRATE o m _ ACCEPTABLE FILL ATE IALS: STORMTECH C-740 AND C-310 CHAMBER SYSTEMS ( I 30.0000 36.0000 j i m SUPPORTS AASHTO w H25 LOADS 0 0 � w MATERIAL LOCATION DESCRIPTION AASHTO M43 COMPACTION/DENSITY REQUIREMENT - w N DESIGNATION(1) ( I � � N GRATING I X FILL MATERIAL FOR LAYER D STARTS FROM THE ANY SOIL /ROCK MATERIALS, NATIVE SOILS, PREPARE PER ENGINEER'S PLANS. PAVED INSTALLATIONS Lid p MOO TOP OF THE C LAYER TO THE BOTTOM OF OR PER ENGINEER'S PLANS. CHECK PLANS N/A MAY HAVE STRINGENT MATERIAL AND PREPARATION 00 Q NOTES: FLEXIBLE PAVEMENT OR UNPAVED FINISH GRADE FOR PAVEMENT SUBGRADE REQUIREMENTS. REQUIREMENTS. U d 24 ' SQUARE 6 OUTLET ABOVE. NOTE THAT PAVEMENT SUB -BASE MAY BE Qrn BOX FABRICATED FROM PART OF THIS LAYER. F- lO GA. MATERIAL FILL MATERIAL FOR LAYER C STARTS FROM THE GRANULAR WELL -GRADED SOIUAGGREGATE BEGIN COMPACTION AFTER 12" (305 mm) OF MATERIAL � © TOP OF THE EMBEDMENT STONE (B LAYER) TO MIXTURES, < 35% FINES. MOST PAVEMENT Si 3, 357, 4, 467, 5, 56, 57, OVER THE CHAMBERS IS REACHED. COMPACT ADDITIONAL X PLAN VIEW. 6 "� OUTLET 18" (457 mm) ABOVE THE TOP OF THE CHAMBER. BASE MATERIALS CAN BE USED IN LIEU OF 6, 67, 68, 7, 78, 8, 89, 9, LAYERS IN 6" (152 mm) LIFTS 1.0 A MIN. 95% STANDARD PLAN mNOTE THAT PAVEMENT SUB -BASE MAY BE A THIS LAYER. 10 PROCTOR DENSITY (2). ROLLER GROSS VEHICLE WEIGHT w L22x22x16 PART OF THIS LAYER. NOT TO EXCEED 12,000 lbs (53 kN). DYNAMIC FORCE NOT TO /SLOPE EARTH AWAY FROM EXCEED 20,000 lbs (89 kN). t!� 29 SQUARE FRAME VAULT IN BERM AREA Q m Z B EMBEDMENT STONE SURROUNDING THE CLEAN, CRUSHED, ANGULAR STONE, REDUCED PRESSURE BACKFLOW NO COMPACTION REQUIRED. J O CHAMBERS FROM THE FOUNDATION STONE NOMINAL SIZE DISTRIBUTION 31357P 41457t 51 PREVENTER C U (A LAYER) TO THE C LAYER ABOVE. BETWEEN 3/4 - 2 INCH (19 - 51 mm) 56, 57 pw <C FOUNDATION STONE BELOW CHAMBERS FROM CLEAN, CRUSHED, ANGULAR STONE, PLATE COMPACTOR ROLL TC ACHIEVE A 95% STANDARD -1 I O fee THE SUBGRADE UP TO THE FOOT (BOTTOM) OF NOMINAL SIZE DISTRIBUTION 3, 35, 4, 467, 5, PROCTOR DENSITY (2). ANX\�\X% H U THE CHAMBER. BETWEEN 3/4 - 2 INCH (19 - 51 mm) 56,57 I L1Jd p 0) \ PLEASE NOTE: a Aui (0 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 32.0"300 - STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO.4 (AASHTO M43) STONE". Z x F- 00 Q02. AS AN ALTERNATE TO PROCTOR TESTING AND FIELD DENSITY MEASUREMENTS IN OPEN GRADED STONE, STORMTECH COMPACTION REQUIREMENTS ARE MET FORA' CURB LU U(W Z LOCATION MATERIALS WHEN PLACED AND COMPACTED IN 9" (229 mm) (MAX) LIFTS USING TWO FULL COVERAGES WITH AN APPROPRIATE COMPACTOR. 1'-0" d � � w �, IT.. ::4i :�:t N;I•+��•.Z .•..iy l.c,ji.. =i. t`t:�V :.' :i•^ �:• a° �: �•.,4 :4 :: ~'^••�4A '•y,'`•'•- A s':.t, ;•�:t...fta': ..•, ..•. ;E ..i:i �....•.j-:a6' :�. ? �'.:N.•: u -f 0, z > C\2 '•s'::.'.• E:.::..,a. •:id E.tt.:'i•� '•4 .+, :l,;. D -•i ::: FINISH GRADE a .a •o a. l l •�i?rt. I of ': `e. ••i ' tea-'• ,... /•..;%.d... ., ..: y.h i.V ii. •t•f ••.::..: 1: . �� [(,. cf)lJ ^a ., .. , .;::.--:3f'If .0 :'1:Am :: + 96 (2 38 mm) :<:�:• /^� ,1s+'Sr •C". T l f!�.IrS .1Er if 5:L'�•' +a+: «OY':IRi •:• ::u:. ,•4• • >. • a� ..` i•i; MAX. EE W (, 'sytl J;i: t:'l fir+e^4'!t sa-�.o•.11 •r"1zi"•1;.1''�Cii!rH.'• r. a1:...r 4�+9"r. s, i�` ..1x1'. y^�a'7}•' , 1.i.S.TI^... J }}' •h-E.:ti ,Sni..1'Ir Yi:•.E I.+�.,si' t,.�i 1•'ti 1.I 1 ,1 I 1 �h''M'!• :Ev?i+1'�i!{°:ri i.att.e!^ii\:.'1.3t' J 1• K'PirL'� h,YM,, h1+�L a. ^w �?•�'t4 +:f .G^.%. % � +��'-M1 18 (457 mm) 2 DRAIN TO DAYLIGHT Y 6" (152 mm) MIN. MIN• SLOPE 1/8" PER FOOT MIN Lll w CONCRETE PAD AWAY FROM VAULT SEDIMENT TRAP e ELEVATION of W/ HINGED LID uj v x 24" SQUARE i DEPTH OF STONE TO N 0 �E: O q BE DETERMINED BY DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE Ijj ISOMETRIC SECTION DESIGN ENGINEER / 6" (152 mm) MIN. FREEZE PROTECTION, CLEARANCE FOR TESTING AND REPAIR ARE THE MAJOR CONSIDERATIONS FOR INSTALLATION. BRASS �MQ m SIDE VIEW DRAhlAGPLUGS � ALSO REQUIRBE DDIN TEST COCKS, ADEQUATE 16i 0 DATE 03/04/2013 . ASEEIBUILT BORIG NAL DRAWING AR IS ONE INCH ON PLOT DATE: Nr7�= STATE APPROVED - ASPHALT DIPPED DETAIL No. 0 1" � � �Iw-(j ® ACCEPTfBLE FILL MATERIALS 1 1/2" & 2" REDUCED ,, RI 00 � �w (� 77 7f STORMTECH STANDARD DETAIL DISCLAIMER s DESIGNED BY: CHECKED BY: p,��o- , 24 SQUARE - 6 0 OUTLET r SCALE: NITS TuagIatinValleyWaterDistrict PRESSURE BACKFLOW DEVICE 302 r STORMTECH STANDARD DETAILS DEMONSTRATE RECOMMENDATIONS FOR INSTALLATION AND/OR STANDARD DIMENSIONS OF STORMTECH PRODUCTS. o- IIIZSAI , .,c. O O Q �G STORMTECH DETAILS DO NOT SUPERSEDE ANY STATE OR LOCAL REGULATORY SPECIFICATIONS. IT IS THE RESPONSIBILITY OF THE CONSULTING subsudoce stonnwoterManaBement• �}O A AR B D L D� ENGINEER TO ENSURE COMPLIANCE WITH ALL REGULATORY SPECIFICATIONS. STORMTECH HAS NOT AUTHORIZED, AND IS NOT RESPONSIBLE FOR ANY DATE: 12-10-0€ g7 N Nw O1 STORM WATER CATCH BASIN ALTERATIONS BY OTHERS TO STORMTECH STANDARD DETAILS. 06i"` s°""0 DRAWN BY: JLB N OTE j- W.N.pmo LTM1® (0 "''W °� THESE AS -BUILT DRAWINGS HAVE BEEN PREPARED, JOB NUMBER �p p °�"'"°° CHECKED: ��� IN PART, ON THE BASIS OF INFORMATION COMPILED \Z I PROD. MAN, DOUG P. OWN. PAUL G. SCALE NONE AND FURNISHED BY THE PROJECT CONTRACTOR OR 0140838 O_ n M Q x Gibson Steel Basins L! j SINCE 1972 DATE: JAN. 23, 06 MODEL: GCB10-36HB-6 INSPECTOR AND OTHERS. THE ENGINEER IS NOT LLIwE'IgW RESPONSIBLE ANY ERRORS ROMISSIONS 247 Washington St. Eugene, Or. 97401 ph:(541) 687 - 8672 fax:344-0207 WHICH HAVE BEEN RPORATEDINOITHISDWG NAME: ���J Q Q F- F --z � DOCUMENT. FIELD VERIFICATION OF CRITICAL FACTS 10838 - AB C6.2 w F- z I.I. AND DATA SHOULD BE MADE IF THESE DOCUMENTS w > p w w ARE TO BE USED AS A BASIS FOR FUTURE WORK. SHEET C6*2 JQJ(nlY Ems L�UidpX a 0 > 0 w I- 0 LL I.L. 0 U M Q 00 M 00 O I/ - J m i U.11 w (!) N j o V i I - w o w m i Lv o I- < �n U N J I- Xd. I- � I I- M 00 M Lf) 00 0 z i Q x J 0 o I- _1 Q CL Q o w 0 w i I - w I- x z w w � U Q cn m z_ � N M YL1.11 00 I LLJ 00 U O o 0- LL. o0 C4 a XLoa cr 1 ON j nMO- 00..1#Lj nF- 0 i o� a �o0ac z ri: � Iii Lu Lei *OL ILL Q�=FzL� zwl-(If ILL w>pwLL .j j U) 0_ E CL Z) �x 1. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", U.S. DEPT. OF TRANSPORTATION, FH WA, 1988 ED. 2. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE CITY'S STANDARD SPECIFICATION AND, ALSO, IN ACCORDANCE WITH A CITY (JOB SPECIFIC) APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN SHALL BE AVAILABLE AT THE WORK AREA. 3. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY SERVICES (TIGARD POLICE DEPT., TUALATIN FIRE & RESCUE) AND TO TRI -MET AND TIGARD AND BEAVERTON SCHOOL DISTRICT. 4. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE INITIATION OF CONSTRUCTION WORK. 5. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE UNTIL EFFECTIVE ACCESS IS ESTABLISHED 6. TRAFFIC CONTROL DEVICES, FLAGPERSONS, ETC., SHALLBE IN PLACE PRIOR TO INITIATION OF CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. 7. NO WORK WILL BE PERMITTED DURING THE HOURS OF DARKNESS, NOR BETWEEN 9:00 P.M. 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. SUNDAY. 8. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN TRAVEL SHALL ALSO BE PROVIDED FOR. 9. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. 10. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL CONTACT THE CITY'S PRIVATE DEVELOPMENT REVIEW ENGINEER, (#639-4171) TO ESTABLISH A PLACE, TIME, AND DATE FOR A PRE -CONSTRUCTION MEETING. 11. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR AT 639-4171 TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR (24) HOURS PRIOR TO ANY STAGED INSPECTION (SEE ATTACHED LISTING) AND AFTER COMPLETING WORK COVERED BY THE PERMIT. 12. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA, ALL WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND TO THE CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE CITY'S STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES TO ANY OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK PERFORMANCE. z 4� x t �> z It , i ', :5.�:, l z`.x,■ �. i 4 )t fz■t`. z./.a x }} , s,.. ., t tz• z t tz�xk� z ,x�1 a�. i, W flu w 0 N co 1 - - SW DARTMOUTH ST o - IIIA ;it if Aldi 4liIT11111 mot I ' feu ] dill t b SWELMHURSTST =-_ -----_ 13. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE PERMIT HOLDER. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT SITE MAP. HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. SCALE 1 "=100' 14 THE KIND UPON DANY PUBLIC ROADWAY ING OF MUD OR SISOSTRICTLY PROHIBITED R STORAGE OF MATERIALS AND IOLA11ONMSH ALENT O BE F ANCAUSE GENERAL CUNDITIONS C FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME ORDER IMMEDIATE CLEAN UP AND STOPPAGE OF WORK TO ACCOMPLISH CLEAN UP. 25. THE CITY'S INSPECTORS MAY, AT THEIR DISCRETION, REQUIRE PROVISION OF TESTS AND OR REPORTS FROM THE PERMIT HOLDER, PERMIT HOLDERS ENGINEER OR CONTRACTOR TO 15. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH AND MAINTAINED MEETING THE D.E.Q. REQUIREMENTS, THE CITY MAY AT ANY TIME ORDER TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDERS' EXPENSE. CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. 26. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND 16. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION GRASS MIX; SHRUBS, FLOWERS, BARKDUST, EXISTING SIGNS, PAVEMENT MARKINGS, ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, WITH LIKE KIND AND MATERIAL. 27. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED, 17. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE REPLACEMENT SHALL BE AT THE PERMIT HOLDERS' EXPENSE. WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC 28. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT FINAL LIFT OF ASPHALT HAS BEEN PLACED. ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. 29. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AND 18. EXCAVATOR(S) MUST COMPLY WITH O.R.S.757.541 THROUGH 757.571; EXCAVATOR(S) SHALL 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY TO NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS 72 HOURS (MIN.) PRIOR TO START OF RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND, IN GENERAL, WILL BE RESPONSIBLE IN WORK. DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS' EXPENSE. CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN WRITING, OF ANY/ALL ASSIGNMENT CHANGES. 19. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND 30. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). IN WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY, IT "COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR -OSHA, CHAP. SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY THE 4371 DIV. 3 CONSTRUCTION, SUB -DIVISION P - EXCAVATIONS. THE CONTRACTOR SHALL CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES, WITH AFFECTED UTILITY AGENCIES. 20. A TEMPORARY HARD -SURFACE PATCH (COLD MIX AC OR HOT MIX BASE PAVING) SHALL BE 31. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH, RIGHT -OF -ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK, PROOF OF ON SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UNSAFE CONDITION. THE PERMIT RIGHT -OF -ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE CITY. HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDERS THE PROSECUTION OF THE WORK. FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT -OF -ENTRY OR EASEMENTS. 21. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES 32, BEFORE PLACEMENT OF THE FINAL LIFT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTORS OPINION, TO HAVE THE CITY COMPLETE A PRE -ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES. OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE WORK THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS' INSPECTION. ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. EXPENSE. ® SEWER &STORM: CITY OF TIGARD 22. ONE AS -BUILT MYLAR DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY ® EROSION CONTROL: CLEAN WATER SERVICES (CWS) REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, ANY ® STREETS: CITY OF TIGARD IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL BE ® WATER: TUALATIN VALLEY WATER DISTRICT (503) 642-1511 PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEERS ® FIRE PROTECTION: TUALATIN VALLEY FIRE RESCUE SUPPORT CERTIFICATION OF INSTALLATION COMPLIANCE (FORM ATTACHED). SERVICES (503) 642-0396 23. A SEWER SYSTEM AIR -TEST AND (V.H.S.) TV TEST REPORT AND ONE SET OF BLUELINE ® NATURAL GAS: NORTHWEST NATURAL (503) 226-4211 REQUIRED ITB'Y (OF THE EIER OR BOTH CITY FOR REVIEWTHE STORM AND AND APPROVAL PRIOR SANITARY O TOC ONNECTION)ANYY BEMONUMENTS AND BENCHMARK BUILDINGS TO THE SEWER SYSTEM. CITY OF TIGARD, BENCHMARK N0. 167 ELEVATION = 221.84 FEET 2-1/2" BRASS DISC IN THE WEST CURB OF S.W. 72ND AVENUE AT THE WESTERLY EXTENSION OF THE NORTH CURB LINE 24. THE PERMIT HOLDERS ENGINEER/INSPECTOR.. SHALL SUBMIT DAILY INSPECTION REPORTS, ON OF S.W. HAMPTON STREET. A WEEKLY BASIS, TO THE CITY'S INSPECTOR. (SEE DEVELOPER - ENGINEER AGREEMENT NOTE # 5.) -- 2 g ■ 4 r ii Y t` > ,i Sheet Number Sheet Title eCOVER SHEET elm 99W SW 72ND AVE PLAN t. PROFILE SW DARTMOUTH STREET PLAN & PROFILE SW DARTMOUTH STORM PLAN & PROFILE I SW 70TH AVE PLAN & PROFILE SIGNING & STRIPING LLJ DETAILS CWS DETAILS CWS 2 1DETAILS TIGARD a DETAILS TUALATIN VALLEY WATER DISTRICT SIGHT DISTANCE SW DARTMOUTH NESSSIGHT DISTANCE SW 70TH AVE_ Sheet List Table i ' 1,J Y,... F Sheet Number 0 11200C COVER EXISTING CONDITIONS & PHASING PDN PRE,,EROSION• ON-SITE GRADING & EROSION CONTROL ON-SITE z EROSION CONTROL DETAILS ON,,SITE -• a •ITROL DETAILS ON-SITE :N%EYLAND =.... SW BAYLOR ST L RES . VE;•::•;•: . ... SW CLINTON ST SW DARTMOUTH SITE ST CITY OF TIGARD ..........:::::::: WASHINGTON COUNTY - - - SW DARTMOUTH ST o - IIIA ;it if Aldi 4liIT11111 mot I ' feu ] dill t b SWELMHURSTST =-_ -----_ 13. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE PERMIT HOLDER. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT SITE MAP. HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. SCALE 1 "=100' 14 THE KIND UPON DANY PUBLIC ROADWAY ING OF MUD OR SISOSTRICTLY PROHIBITED R STORAGE OF MATERIALS AND IOLA11ONMSH ALENT O BE F ANCAUSE GENERAL CUNDITIONS C FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME ORDER IMMEDIATE CLEAN UP AND STOPPAGE OF WORK TO ACCOMPLISH CLEAN UP. 25. THE CITY'S INSPECTORS MAY, AT THEIR DISCRETION, REQUIRE PROVISION OF TESTS AND OR REPORTS FROM THE PERMIT HOLDER, PERMIT HOLDERS ENGINEER OR CONTRACTOR TO 15. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH AND MAINTAINED MEETING THE D.E.Q. REQUIREMENTS, THE CITY MAY AT ANY TIME ORDER TESTS/REPORTS SHALL BE PROVIDED AT THE PERMIT HOLDERS' EXPENSE. CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. 26. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND 16. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION GRASS MIX; SHRUBS, FLOWERS, BARKDUST, EXISTING SIGNS, PAVEMENT MARKINGS, ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, WITH LIKE KIND AND MATERIAL. 27. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED, 17. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE REPLACEMENT SHALL BE AT THE PERMIT HOLDERS' EXPENSE. WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC 28. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT FINAL LIFT OF ASPHALT HAS BEEN PLACED. ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL. 29. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AND 18. EXCAVATOR(S) MUST COMPLY WITH O.R.S.757.541 THROUGH 757.571; EXCAVATOR(S) SHALL 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY TO NOTIFY ALL UTILITY COMPANIES FOR LINE LOCATIONS 72 HOURS (MIN.) PRIOR TO START OF RESOLVE PROBLEMS, TAKE CORRECTIVE ACTION AND, IN GENERAL, WILL BE RESPONSIBLE IN WORK. DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS' EXPENSE. CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN WRITING, OF ANY/ALL ASSIGNMENT CHANGES. 19. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND 30. THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR, HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). IN WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY, IT "COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR -OSHA, CHAP. SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY THE 4371 DIV. 3 CONSTRUCTION, SUB -DIVISION P - EXCAVATIONS. THE CONTRACTOR SHALL CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES, WITH AFFECTED UTILITY AGENCIES. 20. A TEMPORARY HARD -SURFACE PATCH (COLD MIX AC OR HOT MIX BASE PAVING) SHALL BE 31. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER PLACED ON TRENCHES WITHIN ROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH, RIGHT -OF -ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK, PROOF OF ON SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UNSAFE CONDITION. THE PERMIT RIGHT -OF -ENTRY OR PROPERLY EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE CITY. HOLDER IS RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE CITY SHALL IN NO WAY BE CONSTRUED TO BE LIABLE FOR THE PERMIT HOLDERS THE PROSECUTION OF THE WORK. FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT -OF -ENTRY OR EASEMENTS. 21. WORK PROVIDED FOR UNDER THE PERMIT SHALL INCLUDE REPAIR OF EXISTING FACILITIES 32, BEFORE PLACEMENT OF THE FINAL LIFT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN AND (ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTORS OPINION, TO HAVE THE CITY COMPLETE A PRE -ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES. OVERCOME DETERIORATION OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE WORK THE PERMIT HOLDER SHALL PROVIDE THE CITY WITH 30 DAYS OF NOTICE FOR THE VIDEO AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS' INSPECTION. ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. EXPENSE. ® SEWER &STORM: CITY OF TIGARD 22. ONE AS -BUILT MYLAR DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY ® EROSION CONTROL: CLEAN WATER SERVICES (CWS) REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, ANY ® STREETS: CITY OF TIGARD IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL BE ® WATER: TUALATIN VALLEY WATER DISTRICT (503) 642-1511 PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEERS ® FIRE PROTECTION: TUALATIN VALLEY FIRE RESCUE SUPPORT CERTIFICATION OF INSTALLATION COMPLIANCE (FORM ATTACHED). SERVICES (503) 642-0396 23. A SEWER SYSTEM AIR -TEST AND (V.H.S.) TV TEST REPORT AND ONE SET OF BLUELINE ® NATURAL GAS: NORTHWEST NATURAL (503) 226-4211 REQUIRED ITB'Y (OF THE EIER OR BOTH CITY FOR REVIEWTHE STORM AND AND APPROVAL PRIOR SANITARY O TOC ONNECTION)ANYY BEMONUMENTS AND BENCHMARK BUILDINGS TO THE SEWER SYSTEM. CITY OF TIGARD, BENCHMARK N0. 167 ELEVATION = 221.84 FEET 2-1/2" BRASS DISC IN THE WEST CURB OF S.W. 72ND AVENUE AT THE WESTERLY EXTENSION OF THE NORTH CURB LINE 24. THE PERMIT HOLDERS ENGINEER/INSPECTOR.. SHALL SUBMIT DAILY INSPECTION REPORTS, ON OF S.W. HAMPTON STREET. A WEEKLY BASIS, TO THE CITY'S INSPECTOR. (SEE DEVELOPER - ENGINEER AGREEMENT NOTE # 5.) -- 2 g ■ 4 r ii Y t` > ,i PK"FJECT TEA AM: DOUG FRY 23077 SW NEWLAND -D OR . r RED ROCK BUSINESS ASSOCIATES, LL* 230?7 SW NEWLAND RD* t' *q 97070 - CENTER LINES PROPERTY LINES RIGHT -,OF -WAY LINES -- - - - - LOT LINES -- DITCH LINE -- -� FLOW LINE W WATER LINE ss SANITARY SEWER LINE SD STORM DRAIN LINE GAS LINE UP UNDERGROUND POWER LINES LIT UNDERGROUND TELEPHONE LINES UTV UNDERGROUND CABLE TV LINES P OVERHEAD POWER LINES °HL OVERHEAD UTILITY LINES -0-0-0-0-0-0-- CHAIN'' LINK FENCE -Xx XXX_ WIRE FENCE -- - WOOD FENCE NEW STORM MANHOLE SD NEW STORM LINE AC ASPHALT CEMENT EXTG E AGGR AGGREGATE EX E APPRCX APPROXIMATELY EXIST E BCR BEGIN CURB RETURN EYE E BVCE BEGIN VERTICAL CURVE ELEV FI F SVCS BEGIN VERTICAL CURVE STA FG F CDS CUL DE SAC F/L F CL CENTERLINE G/A C COMB COMBINATION GUT C CONC CONCRETE HORZ DI DUCTILE IRON PIPE IE DRAIN DRAINAGE LAT DRWY DRIVEWAY LT DSGN DESIGN MAX ECR END CURB RETURN MH EG EXISTING GRADE MIN ELEV ELEVATION N.T.S. E/P EEOP PAV ESMT EASEMENT PC EVCE END VERTICAL CURVE ELEV PED EVCS END VERTICAL CURVE STA kqa ENGINEERS9 IAC* 000 MEADOWS ROADs LAKE OSWEGO9 OR 97035 PH 503�597�32222 FX 503�597�7655 all, Oki A Wi to 11 STING PA PROPERTY LINE SUNG PSI POUNDS PER SQUARE INCH STING PT POINT OF TANGENCY :BROW PVI POINT OF VERTICAL INTERSECTION LD INLET PUB PUBLIC ISH GRADE RED REDUCER )W LINE RET RETAINING WALL Y ANCHOR RD ROAD TTER RT RIGHT )RIZONTAL SAN SANITARY SEWER VERT ELEVATION ST/STR STREET NERAL STA STATION :FT STD STANDARD AXIMUM STM STORM ANHOLE S/W SIDEWALK NIMUM TEMP TEMPORARY )T TO SCALE TOC TOP OF CURB AVEMENT TYP TYPICAL )INT OF CURVATURE VERT VERTICAL EXISTING UTILITY LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY AND ADDITIONAL UTILITIES' MAY EXIST. CONTRACTOR SHALL HAVE UTILITIES LOCATED IN ACCORDANCE WITH ORS 952-001-0010 THROUGH 952-001-0090; PRIOR TO CONSTRUCTION. (ONE CALL # 1-800-332-2344) PROJECT TICKET #11053059 Know what's below. Call before • ; dig °TE 01/30/2013 Y AA THESE AS -BUILT DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY THE PROJECT CONTRACTOR OR INSPECTOR AND OTHERS, THE ENGINEER IS NOT RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT. FIELD VERIFICATION OF CRITICAL FACTS AND DATA SHOULD BE MADE IF THESE DOCUMENTS ARE TO BE USED AS A BASIS FOR FUTURE WORK. Sheet List Table Sheet Number Sheet Title eCOVER SHEET elm 99W SW 72ND AVE PLAN t. PROFILE SW DARTMOUTH STREET PLAN & PROFILE SW DARTMOUTH STORM PLAN & PROFILE SW 70TH AVE PLAN & PROFILE SIGNING & STRIPING LLJ DETAILS CWS DETAILS CWS 2 1DETAILS TIGARD a DETAILS TUALATIN VALLEY WATER DISTRICT SIGHT DISTANCE SW DARTMOUTH NESSSIGHT DISTANCE SW 70TH AVE_ Sheet List Table i ' 1,J Y,... F Sheet Number 0 11200C COVER EXISTING CONDITIONS & PHASING PDN PRE,,EROSION• ON-SITE GRADING & EROSION CONTROL ON-SITE z EROSION CONTROL DETAILS ON,,SITE -• a •ITROL DETAILS ON-SITE SW BAYLOR ST SW CLINTON ST SW DARTMOUTH SITE ST CITY OF TIGARD ..........:::::::: WASHINGTON COUNTY - 5 OREGON SW ELMHURST ST 217 s r 0) 00 NU) SW BEVELAND ST SW HAMPTON ST NOT TO SCALE PK"FJECT TEA AM: DOUG FRY 23077 SW NEWLAND -D OR . r RED ROCK BUSINESS ASSOCIATES, LL* 230?7 SW NEWLAND RD* t' *q 97070 - CENTER LINES PROPERTY LINES RIGHT -,OF -WAY LINES -- - - - - LOT LINES -- DITCH LINE -- -� FLOW LINE W WATER LINE ss SANITARY SEWER LINE SD STORM DRAIN LINE GAS LINE UP UNDERGROUND POWER LINES LIT UNDERGROUND TELEPHONE LINES UTV UNDERGROUND CABLE TV LINES P OVERHEAD POWER LINES °HL OVERHEAD UTILITY LINES -0-0-0-0-0-0-- CHAIN'' LINK FENCE -Xx XXX_ WIRE FENCE -- - WOOD FENCE NEW STORM MANHOLE SD NEW STORM LINE AC ASPHALT CEMENT EXTG E AGGR AGGREGATE EX E APPRCX APPROXIMATELY EXIST E BCR BEGIN CURB RETURN EYE E BVCE BEGIN VERTICAL CURVE ELEV FI F SVCS BEGIN VERTICAL CURVE STA FG F CDS CUL DE SAC F/L F CL CENTERLINE G/A C COMB COMBINATION GUT C CONC CONCRETE HORZ DI DUCTILE IRON PIPE IE DRAIN DRAINAGE LAT DRWY DRIVEWAY LT DSGN DESIGN MAX ECR END CURB RETURN MH EG EXISTING GRADE MIN ELEV ELEVATION N.T.S. E/P EEOP PAV ESMT EASEMENT PC EVCE END VERTICAL CURVE ELEV PED EVCS END VERTICAL CURVE STA kqa ENGINEERS9 IAC* 000 MEADOWS ROADs LAKE OSWEGO9 OR 97035 PH 503�597�32222 FX 503�597�7655 all, Oki A Wi to 11 STING PA PROPERTY LINE SUNG PSI POUNDS PER SQUARE INCH STING PT POINT OF TANGENCY :BROW PVI POINT OF VERTICAL INTERSECTION LD INLET PUB PUBLIC ISH GRADE RED REDUCER )W LINE RET RETAINING WALL Y ANCHOR RD ROAD TTER RT RIGHT )RIZONTAL SAN SANITARY SEWER VERT ELEVATION ST/STR STREET NERAL STA STATION :FT STD STANDARD AXIMUM STM STORM ANHOLE S/W SIDEWALK NIMUM TEMP TEMPORARY )T TO SCALE TOC TOP OF CURB AVEMENT TYP TYPICAL )INT OF CURVATURE VERT VERTICAL EXISTING UTILITY LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY AND ADDITIONAL UTILITIES' MAY EXIST. CONTRACTOR SHALL HAVE UTILITIES LOCATED IN ACCORDANCE WITH ORS 952-001-0010 THROUGH 952-001-0090; PRIOR TO CONSTRUCTION. (ONE CALL # 1-800-332-2344) PROJECT TICKET #11053059 Know what's below. Call before • ; dig °TE 01/30/2013 Y AA THESE AS -BUILT DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY THE PROJECT CONTRACTOR OR INSPECTOR AND OTHERS, THE ENGINEER IS NOT RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT. FIELD VERIFICATION OF CRITICAL FACTS AND DATA SHOULD BE MADE IF THESE DOCUMENTS ARE TO BE USED AS A BASIS FOR FUTURE WORK. Sheet List Table Sheet Number Sheet Title eCOVER SHEET elm PHASING PLAN SW 72ND AVE PLAN t. PROFILE SW DARTMOUTH STREET PLAN & PROFILE SW DARTMOUTH STORM PLAN & PROFILE SW 70TH AVE PLAN & PROFILE SIGNING & STRIPING DETAILS CWS DETAILS CWS 2 1DETAILS TIGARD DETAILS TUALATIN VALLEY WATER DISTRICT DETAILS TUALATIN VALLEY WATER DISTRICT SIGHT DISTANCE SW DARTMOUTH NESSSIGHT DISTANCE SW 70TH AVE_ Sheet List Table i ' 1,J Y,... F Sheet Number Sheet Title 11200C COVER EXISTING CONDITIONS & PHASING PDN PRE,,EROSION• ON-SITE GRADING & EROSION CONTROL ON-SITE EROSION CONTROL DETAILS ON,,SITE -• a •ITROL DETAILS ON-SITE w Q 0 w w o- ,W:W_ Me 19 �o ��oR far y 23 EXPIRES: 12/31/2012 D. - 08/11 DESIGNED BY: CHECKED 8 ..- D- 111JOB NUMBER 10838 f 1��%10838 - E IT24" 30� 45' �3\ 14 \_ \ \ /\ 8`S u _ 40' 0 _ I 20 x, x/30 ' NtS6"^��/\\ \ \ \ \a\� \` ss\ \ \\\\\` / ^e' I ���I \`-280 41 L IF L I IF 26 0 14.. 3 -+ Fill, l I ' Hous \ "�\\� 8 24 1� \ 1 t rI� 2412 1 1�� ` 2�s_ �M 14" cn 45 0 \ 1 20go 0 '\ 's l \ \ \ \ s� \\ I I �� 14 16" •• 25" - 1s" - \ \ 4"\ \, \ ` \ \ \ \ ` 16'0 - 4-^; 4 - 270 \ \2 �\ \ 1 " . 40" 3 3 t y \ �\ � � 6 14 14 \ \ \ \ � \ � \ � � \ \\ � 0160 I v+ 31s" \ ,� ` ` \2 \\^� \` " f 0.03 ACRES ,.%'.�' 14"_IF I \ 1 14 \6 14.. 1 \ \ \ �� \ \ \ \ 14" 6S 16 48 11. u` \\ \ i ' \ 24" % 30 of a 3 T �I 7 9 \ \ \ 14.. \ \ \\ �\\ \ ��\ ��\.\�' �`� �� ;�/ 1 .. 16" N 3 \ 27 19 21 22 �\ �`if lMMMMMM �3 \ \ \\ ` \. \ \ / moi/. 6 lMMMl.�� 26" Q 3 4-4 EXISTiN / p P p ❑ CONDUI /y 23P v+ -+ 7 N C „ - /< I _ 17 s /.. 1 y 0 58 ° r'> N -r- -- ss s s Sss -ss cr -w' w CURB s: 60 �`' 24 \ ss \ w o \, cr ._ 62 0 ` - /moi _ w 3 7 W _ _ W w w w ,w� w - i - T • - T T - T M T - - • � J- / .. -� I 49 -- 10-� -�/ 1I �----I -Z c - r _ _ _ _ -- 7 I.E = 203.98'(24"\C�p) �3 7 / `L� / 7`--''- -=--==-��-zCONSTRUCTION LIMITS _ 18 _ ` C NST c, ' 74 LE = 202.28"(24" CMP � ss 59 / - - - STORM SEWER NOTES 11 % _ 1 w �/� / ) I f / N ) N m PR w/w w w / 4 /.. 3 w w v 57 / r / N 15 STORM MANHOLE: RIM ELEV. - 257.29' � I.E. IN NE = 248.11' (30" CMP) 0 I.E. OUT SW = 247.79' (30" CMP) 6 16 STORM MANHOLE: (CATCH BASIN GRATE) z RIM ELEV. = 252.65' OU I.E. IN NE = 249.19' (12" PVC) I.E. IN NE = 244.64' (30" CMP) z I.E. IN E = 246.41' (18" PVC) I.E. OUT SW = 244.35' (30" CMP) x 19 STORM CATCH BASIN: w RIM ELEV. = 213.19' j I.E. IN S = 207.37' 10" PVC I.E. IN E = 207.44' 15" PVC I I.E. IN N = 208.44' 10" PVC m I.E. OUT W = 207.44 (15" PVC) Q 20 STORM CATCH BASIN: 000 RIM ELEV. = 211.99' I.E. IN N = 210.39' (;4" PVC) 0 I.E. OUT N = 209.24 (10" PVC) / 21 STORM CATCH BASIN: RIM ELEV. = 214.35' � I.E. IN N = 209.60' (4" PVC) m I.E. IN E = 209.65 �15 PVC) I I.E. OUT W = 209.60 (15" PVC) j 22 STORM CATCH BASIN: w RIM ELEV. = 216.18' F- I.E. IN E = 211.60' (12" PVC) (n I.E. IN N = 212.05' 10" PVC) I I.E. IN N = 213.72'4" PVC) OI.E. OUT W = 211.35' (15" PVC) /n 23 STORM CATCH BASIN: (n RIM ELEV. = 223.22' w I.E. IN N = 219.00 (10 PVC) = I.E. IN S = 218.57' �10" PVC) (n I.E. OUT W = 218.62 (12" PVC) / 24 STORM CATCH BASIN: U RIM ELEV. = 223.18' I.E. IN N = 222.03' (4" PVC) QI.E. OUT N = 220.09' (10" PVC) f- 25 STORM CATCH BASIN: RIM ELEV. = 252.14' m I.E. IN N = 250.71' (4" PVC) I.E. INE = 250.56' 4" PVC) (n I.E. OUT S = 249.24' (10" PVC) J38 NOT USED a. 39 I.E. IN SOUTHWEST - 249,806'' (30" CMP.) 0 42 I.E. IN NORTH 215.81' ( CONC.) H � 43 I.E. OUT SOUTH - 213.62' (10" CONC.) w 44 NOT USED o w I.L. 46 STORM MANHOLE: W RIM ELEV. = 211.38' I.E. IN NE = 206.90' (12" ADS) I.E. IN E = 205.19' t�15" PVC) U m I.E. IN NW = 206.90 (10 ADS) L1j I.E. IN N = 205.44' (12" PVC) U) ~ I.E. OUT W = 204.99' (15" PVC) w 47 STORM MANHOLE: z N RIM ELEV. - 213.84' X I.E. OUT S1 202.83' (12" CONC) m 48 STORM CATCH BASIN: I RIM ELEV. = 212.02' W I.E. OUT SE = 209.82' (10" ADS) � 00 49 STORM MANHOLE: U RIM ELEV. - 210.72' Y X I.E. N = 202.83' (24" CONC) U 0 �j 25 STORM CATCH BASIN: (n RIM ELEV. = 252.14 a 0. Q I.E. IN N - 250.71' (4" PVC) � a d m I.E. IN E = 250.56' 4" PVC) > I.E. OUT S = 249.24' (10" PVC) MO_(A 50 STORM MANHOLE: 00 •. •.wcn M d- -44- F- I RIM ELEV. = 250.31' 00 �,� Mw U I.E. IN E = 245.06' 6" PVC) <- �� I I.E. IN S = 244.51' ((15" PVC) 0 NN a� M I.E. OUT N = 244.31' (15" PVC) \� 00 51 STORM VAULT 6' X 12': Q.00 /M MO � RIM ELEV. = 251.06' \\z I I.E. IN S = 247.90' i;4" PVC) ���-Qx I.E. OUT W = 245.60 (6" PVC) �i N wWLli�w 2�mQ.j Q1=1=zLL. z wF- l�L. w>pww �Q_1(nw LL(n0.�X V) 7 2 �t W 7 w �6 + 8' + a w( w w +7 05' I II I' q R I TI N +. 19 % 1 I + w \ t I 22 / J �2 of 10 \w / w / J / / 47 II ' TOPOGRAPHIC LEGEND 1 9/ / 448-+� {+ o°° / / / / ` ' / / / / �'" 4e w •� ry-' - UNDERGROUND TELEVISION LINES ® - CATCH BASIN Q - MAIL BOX 1 w w y I �C� / ' w / /�' / ' / 7 / / / r y�� w +/ II G - UNDERGROUND GAS LINE / �� � wi 7 I I I I O - SANITARY MANHOLE - GROUND LIGHT 'bo2a _ / ° v w f 1 I _ INE (UNLESS NOTED OTHERWISE) / f J �''// W UNDERGROUND WATER L y. 033 / 1 `+ 42 /� w 03 .+_ 3a a3 r / +177 y ' Q - STORM MANHOLE - /�1;Wv " T - UNDER GROUND TELEPHONE LINES DECIDUOUS TREE I / -� �. SS - SANITARY SEWER LINE DQ - WATER VALVE looll /M / �l I �W -f` / / } / P - UNDERGROUND ELECTRIC LINES ® - WATER METER - CONIFEROUS TREE 43 039 / J "} / I / / / 3 3 / / CV 30' OHW - - OVERHEAD POWER LINES -�}- - FIRE HYDRANT / y0 / ® / / / / / J ��O j. j i / - STORM SEWER LINE - STREET LIGHT �V�..� SHRUB ,Fol / � / / / / / - /s�41 / /�/53 5 X_ - CHAIN LINK OR WIRE FENCE -Q- - SIGN 19.5 X 18 10 / / / / - RIP -RAP ® / 42 i- / / / WOODEN FENCE -O- - UTILITY POLE / / / / z �- DRAINAGE FLOWLINE - GUY ANCHOR TV - 23 20" / 22' / / / , EXISTING A/C PAVEMENT EXISTING GRAVEL EXISTING CONCRETE EXISTING BUILDINGS Cot 4111310 �P /I . . . . . . . . . . . . . 1 1 87� / �� / 16" Z' III ....... 0,0JiiiiiJJJ� Mt I I I I I ( I I I <n DATE 01/30/'2013 Y AAR OTE THESE AS -BUILT DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY THE PROJECT CONTRACTOR OR INSPECTOR AND OTHERS, THE ENGINEER IS NOT RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT. FIELD VERIFICATION OF CRITICAL FACTS AND DATA SHOULD BE MADE IF THESE DOCUMENTS ARE TO BE USED AS A BASIS FOR FUTURE WORK. Y W w w W W w w Y w w w w w w W Z 16 11 1 UTILITY LOCATION NOTES I I /16 17 16" II / / GASLINE INFORMATION WAS DERIVED FROM PAINT LOCATES II I THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM AND AS -BUILT DRAWINGS PROVIDED BY NORTHWEST NATURAL 14" ) / LOCATE Pk,INT MARKINGS TIED IN THE FIELD SURVEY AND GAS, BENCHMARK INFORMATION AS -BUILT DRAWINGS. THIS SURVEY MAKES NO GUARANTEES 21.84 FEET / 14 / 14" ✓\�I J THAT THE iUNDERGROUND UTILITIES SHOWN COMPRISE OF ALL WATERLINE INFORMATION WAS DERIVED FROM PAINT LOCATES CITY OF TIGARD, BENCHMARK NO. 167 ELEVATION 2 / g 1/2" BRASS DISC IN THE WEST CURB OF S.W. 72ND AVENUE AT THE WESTERLY EXTENSION OF THE NORTH CURB LINE OF S.W. I I //f / 1s' ( �/ '/ I I �iAMPTON STREET. / �3 I/I' HOUSE FIELD VERIFIED BEFORE ALL UTILITY INFORMATION SHOULD BE -✓ � ( �/ (DIGGING MUCH UTILITY INFORMATION WAS "UNKNOWN" TO I I '`,103.1 II I I I I (THF CITY OF TIGARD PUBLIC WORKS DEPARTMENT, 2 0' GAS IPE INV I I I E/ �T % 13) TERMINUS\ c / B V28 ��65 BOK Y39, PAG 3 OK 5 P GF/ 20a �.1. off W ------_ 53%27 100. 4 On vy i1. w t X9.9- _ FIELD SURVEY COMPLETED: SEPTEMBER 22, 1999 - W ' 1a BY G&L LAND SURVEYING BEAVERTON OREGON SUPPLEMENT BY: LOADSTAR SURVEY 15' WATER PIPELINE 1 14 30' ROAD & STREET WETLAND DELINEATION BY HARRIS STREAM EASEMENT AS PER I 30' ROAD & STREET (EASEMENT AS PER 1 SERVICE DEC 2006 BOOK 361 PAGE 674 EASEMENT AS PER BOOK 420 PAGE 2412 1 I BOOK 539 PAGE 213 I BOOK 420 PAGE 243 & BOOK 515 PAGE 415 52 STORM MANHOLE FLOW CONTROL: 55 STORM MANHOLE: 57 STORM MANHOLE: 60 STORM MANHOLE: RIM ELEV. = 254..03' RIM ELEV. = 261.47' RIM ELEV. = 213.50' RIM ELEV. = 218.50' I.E. IN S = 249.50' 1;15" PVC) I.E. IN S = 253.08' (15" PVC) I.E. IN E = 206.23' (48"x33" CMP) I.E. IN E = 212.50' (30" CONC) LE. OUT W = 245.60 (6" PVC) I.E. IN E = 253.08' 15" PVC) LE. OUT W = 206.23' (30" CONC) LE. OUT W = 212.40' (30" CONC) I.E. OUT NE = 248.54' (4" PVC) I.E. OUT N = 251.58' (48" PVC) I.E. OUT S = 212.00' (10" PVC) MMMM58 STORM MANHOLE: 53 STORM MANHOLE: 56 STORM MANHOLE: RIM ELEV. = 214.71' 61 STORM MANHOLE: RIM ELEV. O 257.69' RIM ELEV. O 261.19' I.E. IN E = 208.00' (30" CONC) RIM ELEV. = 219.00' LE. INS = 250.89' 48" PVC) LE. INE = 2261,1 r15" PVC) I.E. OUT W = 207.90' (30' CONC) I.E. IN E = 211.50' (10" PVC) I.E. OUT W = 211.60' (10" PVC) I.E. IN E = 250.89' (15" PVC) I.E. OUT W = 253.19 (15" PVC) 59 STORM MANHOLE: I.E. OUT N = 250.69' (15" PVC) I.E. OUT N = 251.99' (48" PVC) RIM ELEV. = 214.83' 62 STORM MANHOLE: I.E. IN E = 210.80' (30" CONC) RIM ELEV. = 230.50' I.E. OUT W = 210.60' (30' CONC) I.E. IN E = 222.50' (30" CONC) I.E. OUT W = 222.40' (30' CONC) SUCH UTILITIES IN THE AREA. THE UNDERGROUND UTILITIES MAY AND AS -BUILT DRAWINGS PROVIDED BY TUALA11N VALLEY NOT BE IN THE EXACT LOCATION AS NOTED ON THIS SURVEY, WATER DISTRICT, BUT ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE. STORM INFORMATION SHOWN IS DERIVED FROM PAINT LOCATES, FIELD TIES AND AS -BUILT DRAWINGS PROVIDED BY THE CITY OREGON U rILITIES NOTIFICATION CENTER WAS NOTIFIED ON JULY OF TIGARD PUBLIC WORKS DEPARTMENT. 26, 1999, TICKET NOS. 154381, 154405 AND 154414, THE FOLLOWING LIST OF UTILITY COMPANIES WERE PROVIDED: SANITARY SEWER INFORMATION SHOWN IS DERIVED FROM NW NATURAL GAS PGE PAINT LOCATES, FIELD TIES AND AS -BUILT DRAWINGS CITY OF TUALATIN GTE PROVIDED BY THE CITY OF TIGARD PUBLIC WORKS ODOT TCI CABLE DEPARTMENT. TUALITIN \ALLEY WATER DISTRICT ALL OTHER UTILITIES SHOWN ARE DERIVED FROM PAINT _ LOCATES ONLY, SANITARY SEWER NOTES TOPOGRAPHIC NOTES 13 _ O SANITARY MANHOLE: 1-6 NOT USED RIM ELEV. - 211.82' 5' LE. IN N = 199.83 (8 PVC) t LE. IN E = 199.83' 8" PVC I.E. IN S = 199.95' (8" PVC LE. OUT W = 199.80' (8" PVC) O LOCATION BY AS -BUILT DRAWINGS ONLY O SANITARY MANHOLE: Og UNDERGROUND UTILITY VAULT 63 STORM MANHOLE: RIM ELEV.' = 247.40' LE. IN E = 237.75' (30" CONC) I.E. OUT `N = 237.65' (30" CONC) 64 STORM MANHOLE: RIM ELEV. = 248.92' I.E. IN Il = 242.21' 30" CONC) I.E. IN S = 240.75' �15" PVC) I.E. OUT AW = 240.41 (30' CONC) RIM ELEV. = 227.70 I.E. IN E = 217.20' (8" PVC) 8 I.E. OUT W = 216.91' (8" PVC) © SANITARY MANHOLE: 10 RIM ELEV. = 250.03' I.E. IN E = 234.25' (8" PVC) 11 I.E. OUT W = 233.81' (8" PVC) 10 SANITARY MANHOLE: 12 RIM ELEV. = 211.10' 13 I.E. IN S = 200.90' (8" PVC) I.E. OUT N = 200.68' (8" PVC) 14 15 NOT USED CHICKEN COOP WATER SERVICE MANHOLE NOT USED MANHOLE (GTE) CONCRETE WALL PIPE BURIED LOCATION UNDETERMINED LwafltuP •► v� �p 920 �`d y 23 EXPIRES: 12/31/2012 m OVAn • • D. we] - Eel t i4/08/11 �- • DESIGNED BY: CHECKED BY: DP si JOB NUMBER r; 10838 BITITIM 01. SHEET C1 z J N U m¢ 00 M 00 O J m I Q W W I- h- Limp U. c I I- W W m (n I / H Q (n U N J X � I m 00 :D M U)00 O Z J X a_ 0 0LLJ W F- J Q, I- n W I H w F- X Z LiW U Q (n m W > Z 0_ O (0 m I, Y Ili W rM I.A_ 00 U O U X O 0_ :2 Li Q (n gg m X go 0_ J I 00��WU M oi I- 0Otor7�U ,000lo 3: 00 O\oW 0000 CL O Z 0_ \\ X < W WLJW:W g Q J a F= z WN-xU. W>OWW JQJ(n�' U.(na_x 22+76 23+00 &H PAC 72ND CONST OL FOR ULTIMATE 72ND IMPROVEMENTS !01 0 I EXISTING ROW I I I I LOT 2 38,136 SF ir 1? '�tltl �I yWETLAND MITIGATION DEED RESTRICTION AND VEGETATED CORRIDOR All EASEMENT I� NOT CONSTRUCTED TO BE CONSTRUCTED BY CITY UNDER SEPARATE CONTRACT T M LOT 1 38;767 SF Lai VJ i L--�'LE—�_�_�_J� I _ I h r ro,e w - LOT 3 40,419 SF I Bonn= mom= 1111mm jammm ay: iFoi i - BARRICADE 2 — fi / t \ �_ soFUTURE CURB X60' ROW DEDICATION CD O =Op CU COW ELMHURST ST FUTU''RE EDGE OF PAVEMENT •rti_ ±" ,gig, ATE 01/30/2013 Y AA THESE AS -BUILT DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY THE PROJECT CONTRACTOR OR INSPECTOR AND OTHERS. THE ENGINEER IS NOT RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT, FIELD VERIFICATION OF CRITICAL FACTS AND DATA SHOULD BE MADE IF THESE DOCUMENTS ARE TO BE USED AS A BASIS FOR FUTURE WORK, J W Q 0 0 N W 0_ r • t • • •�DATE: •8 .. DESIGNED CHECKED AAR DP 'JOB NUMBER ,08 • SHEET C2 I J W Q 0 0 N W 0_ r • t • • •�DATE: •8 .. DESIGNED CHECKED AAR DP 'JOB NUMBER ,08 • SHEET C2 w LL. O p m Li N N x At M p M 00 p o z N I I� x (A w M ~ U N I w LL. m O a � 00 w � W 00 IY O x x LLJi J F— D cf) m I I w V) w Q O w � o I LL. O LL. o z O F— 1= w Q w U (n ry J Imo— Li F— O g F_ m 0 0 z p J U Q_ W p (n W Q J cn LLJ p > U I U � I w 00 F— M z 00 W O U I (n x V) w o Z w U1 F— m in 0_ w W W ry F— U U Y I U x Ld p CL Q W m COQ > I w' NN�p 00 .. � W (n ro d- .. F— I oo °'w 6 o' 00 004 CL O \\Z I W r-NQx W 40 WWW:2W J Q F— F— z Z LL W I__ D✓ w w>Oww JQJ(nr' LL. (nWpx BEGIN SW 72ND AVE PVMT, CONSTRUCTION STAR 3+50 BEGIN TRAM. RT STA. 13+515�.00 CID 3 \ 13 7 S 1 � EGIN FULL ,t t ' SECTION RT. /0 OF ROW 2 STA, 14+06.24 15 STA 15+17.59 — t?�t, STA 24+27.00 i SW 72ND BAVECR \ 14r Ir I or �a LSW DARTMOUTH AVE A VE�t PROPOSED. ROW 4� . ECR I DEDICATIONS o °IS W DARTMOUTH IRRIGATION MAIN \. '\ 12+7513+0014+ 15+00 + SW 72ND AVENUE SCALE: HORZ. 1" = 30' VERT: 1" = 5' SW 72ND NOT CONSTRUCTED. TO BE CONSTRUCTED BY CITY UNDER SEPARATE CONTRACT. 17+0017+25 O NOTES. 1 RELOCATE STOP SIGN. SEE SIGNING & STRIPING PLAN C7 2 GRADE 60 LF OF DITCH S = 4% LINE DITCH WITH 6" DIA ROCK IE OUT FALL =213 3 REMOVE 10 LF OF EXIST. CULVERT, REGRADE DITCH 4 REMOVE EXIST. 24" AND 36" CULVERTS. NOTIFY CITY OF TUALATIN, TVWD, NW NATURAL & PGE 48 HOURS PRIOR TO STARTING. 5 RELOCATE OVERHEAD UTILITY TO UNDERGROUND COORDINATE WITH UTILITY COMPANIES., 6 SALVAGE STREET LIGHT ON UTILITY POLE. TURN OVER TO CITY OF TIGARD MAINTENANCE. 7 INSTALL STREET LIGHTS PER APPROVED LIGHTING PLAN. 8 INSTALL SIDEWALK PER CITY OF TIGARD DETAIL DWG NO 120. SEE SHEET C10 9 INSTALL CURB & GUTTER PER CITY OF TIGARD DETAIL DWG 126. SEE SHEET C10 10 REMOVE EXISTING CURB & GUTTER 11 ADJUST EXISTING RIMS TO GRADE. 12 NOT USED 13 INSTALL STRUCTURAL SOIL PER LANDSCAPE ARCHITECTS REQUIREMENTS. 14 FOCAL POINT IMPROVEMENTS TO BE CONSTRUCTED BY OTHERS. NIC 15 INSTALL LANDSCAPE AND IRRIGATION SYSTEM PER LANDSCAPE ARCHITECTS APPROVED PLANS. 16 INSTALL NEW AC. SEE SHEET C11 FOR STRUCTURAL SECTION. CURB RETURN DATA ELEVATIONS = TOP OF CURB CURB RETURNS: CLOCKWISE DIRECTION 1 R= 50.00' L= 80.40' D= 9208'12" BCR ELEV = 211.48 (SW 72ND AVE) 1/8 ELEV 211.51 1/4 ELEV 211.61 3/8 ELEV 211.77 1/2 ELEV 212.00 5/8 ELEV = 212.27 3/4 ELEV ' 212.55 7/8 ELEV 212.84 ECR ELEV = 213.15 (SW DARTMOUTH AVE) NOTE: CONTRACTOR TO POT HOLE AND VERIFY LOCATION AND DEPTH OF EXISTING UTILITIES. ALL UTILITIES SHOWN ARE FROM AVAILABLE DATA AND DOES NOT REPRESENT EXACT LOCATION Ai 01/31/2013 Y AAR THESE AS -BUILT DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY THE PROJECT CONTRACTOR OR INSPECTOR AND OTHERS. THE ENGINEER IS NOT RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT. FIELD VERIFICATION OF CRITICAL FACTS AND DATA SHOULD BE MADE IF THESE DOCUMENTS ARE TO BE USED AS A BASIS FOR FUTURE WORK. I EXISTING UTILITY LOCATIONS S•, ON DRAWINGS APPROXIMATE ONLY AND ADD11IONAL UTILITIES MAY EXIST. CONTRACTOR SHALL HAVE UTILITIES LOCATED IN ACCORDANCE WITH ORS 952�001-0010 THROUGH 952�001�0090 PRIOR TO CONSTRUCTION.4 (ONE CALL # 1�800-332�2344) PROJECT TICKET #11053059 6 j • • •; Call'u u.' _• • - • dig. J wl p w Q p �>`d � y EXPIRES: 12/31/2012 • • �� •4/08/11 CHECKEDA DESIGNED BY: AAR •- 'JOB NUMBER Is 10838 •i i �i � � SHEET C3 i Li I.L. 0 Of0 m N N x � M o i M 00 O Q X � lLI U � I I LL L� m 0 Q O7 W 00 M W 00 D_ O x r x Ld m I I LL. V)I.J. Q O w r 1— t: O L� 0 LL O z ( O w Q z 0 (n Of / Of o r J I– li H 0 F- m = (n Of z o I U a 0 in w w 1— J Q H d W :D W I � N w � X z W W (n U Q cn m W > z_ O_ (n :D :D N m YW 00 I � 00 U 0 Y i U x W LJ 0� a m i d d > 00Lo�wU 00 11 1.1-- I W U o_ �00 00'ro 0 dNNQX LLJ 41 Ld Ljj LLi :2 W m:2m< 1 Q f= F- Z li zwt—ALL w>Oww �Qj(nof L�cnmmx m O CONSTRUCTION NOTES 1 RELOCATE STREET LIGHT COORDINATE WITH CITY AND PGE SEE SHT CS 2 INSTALL STREET LIGHTS PER APPROVED LIGHTING PLAN. 3 INSTALL COMMERCIAL DRIVEWAY PER CITY OF TIGARD DETAIL DWG NO 141 MODIFIED. SEE SHEET C10 4 INSTALL SIDEWALK PER CITY OF TIGARD DETAIL DWG NO 120. SEE SHEET C10 5 INSTALL CURB & GUTTER PER CITY OF TIGARD DETAIL DWG NO 126. SEE SHEET C10 6 REMOVE EXISTING CURB & GUTTER 7 RELOCATE 1-5 SIGN 8 ADJUST MANHOLE RIMS TO MATCH NEW ROAD SUFACE. 9 MONUMENT BOX 10 REMOVE FULL CONCRETE PANEL FOR WATER METER INSTALLATION. INSTALL NEW CONCRETE PANEL AT SAME TIME AS STREET PAVING. INSTALL DOWELS ON ALL EDGES AS SHOWN ON NOTE 5 OF C11 11 SEE SHEET C11 FOR STRUCTURAL SECTION FOR NEW CONCRETE PAVEMENT 12 INSTALL IRRIGATION PER LANDSCAPE ARCHITECT APPROVED PLAN STORM DRAINAGE 1 DEMOLISH EXISTING CATCH BASIN AND INSTALL NEW CATCH BASIN. SEE SHEET C8 2 INSTALL NEW CATCH BASIN. SEE SHEET C8 3 INSTALL NEW AREA DRAIN AND EXTEND EXISTING 21 is SEE SHEET C9 WATER CONSTRUCTION NOTES RELOCATE - -:EEVE 16N ■ - - - ,, .. STANDARDS REMOVE: • • DI TO RELOCATE FIRE HYDRANTASSEMBLY BEHIND NEW CURB, TVWD DETAIL 101 NOT USED 5 INSTALL 75 LF OF 8" DI, TO 8x6 REDUCER 6 INSTALL 8" X 6" REDUCER. 7 INSTALL 10 LF OF 6" DI. 8 INSTALL DOUBLE CHECK DETECTOR ASS. (687VAULT) WITH FDC. TVWD DETAIL BF 200. 9 TAP 8'9 DI WITH (3) 1 1/22; WATER SERVICE 10 INSTALL WATER METER (1-1j" WATER METER & 2 REMAIN EMPTY) TVWD DETAIL 702 11 INSTALL 2" REDUCED PRESSURE BACKFLOW DEVICE. TVWD DETAIL BF 302 12 INSTALL 85 LF 4" DI SLEEVE UNDER SW 70TH AVE 13 INSTALL FH ASSEMBLY PER TVWD DETAIL 101 v \ \ NOTE: 1. DARTMOUTH STATIONING BASED ON PACIFIC PLAiV1 I \ Q-� r.4 DATE 02/05/2013 BY AAR THESE AS -BUILT DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY THE PROJECT CONTRACTOR OR INSPECTOR AND OTHERS. THE ENGINEER IS NOT RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT. FIELD VERIFICATION OF CRITICAL FACTS AND DATA SHOULD BE MADE IF THESE DOCUMENTS ARE TO BE USED AS A BASIS FOR FUTURE WORK. Mg-UpWai ❑ SANITARY SEWER CONSTRUCTION NOTES 1 CONNECT TO EXISTING SANITARY LATERAL. IE 211.20± 2 INSTALL 16 LF OF 6" PVC S=29.5% IE=215.45 INSTALL WYE POINTING TO EAST. THEN INSTALL CO FLUSH WITH EXISTING GROUND. SEE ONSITE FOR CONTINUATION. • W11 V; 3 CONNECT TO EXISTING SANITARY LATERAL. IE 222.5± 4 INSTALL 53 LF OF 6" PVC S=14.5% IE=230.2 INSTALL 90° BEND & TERMINATE FLUSH W/GROUND AND CAP END. COORDINATE W/ARCHITECT & MECHANICAL ENGINEER. A mr mr %j u DARTMOUTH STREET CL STAO' SCALE: HORZ. 1" = 30' VERT: ''1 f0 5' Ir� 156j`L, Z P j Lei i EXISTING UTILITY LOCATIONS • ON DRAWINGS ARE APPROXIMATE ONLY AND ADDITIONAL U11LITIES MAY EXIST. CONTRACTOR SHALL HAVE UTILITIES LOCATED IN ACCORDANCE WITH ORS 952-001�0010 THROUGH 952�001�0090 PRIOR TO CONSTRUCTION.;' (ONE CALL # 1�800�332�2344) PROJECT TICKET #11053059 �F%now what's •fiw. A10 Call before you dig. J U a U M, cu 0 Z Icy E ~ LCA co M �C O w 0 4- a Of O c%4 3: O N CLn LU co �C) �Cn � M C _ Q� O LO ' j U � � � :CU Q FIROFFs NGINEF9�/0� 14,758 OREGON v� �p "9�O �4dr y 23 N9 �lq� EXPIRES: 12/31/2012 ��� •� D. 4/08/11 • • : AAR II •- JOB NUMBER .; DWG NAME: . •STR SHEET C4- z O 0 w o' (n 0 (10 U m Q 00 M 00 O Go Q Li H I U) % O � I F- W o W m � 1 0 Q cn U N J X Q F~— M � I m 00 :D M Q z J x 11 0 W W F- J Q D E— W W O W I ~ � I � x z w W Li U Q (n m (n > W z � U) :D D N m 1' I W M 00 U O_ Y I U x O Of Lr"j Ld Q m �U)d J I\ 0O X > 00NNWU 00 ~ I W U r-0 Of �00'Sto \\� CN Nui O \\z I LOCI Q.NNQX W WWW:W :22m< QF F-zLi z WI-WIi W>OWW JQJ(ntY LL. cnmx IF . M OFF 260 da FF FF I FF FF d OF Et \.FOFF \— — — \ \ \ CPQ - \ + L — \ _. - \ - _ T —�— — FF i-------� - FF -------- OFF P 0 FF P �'T \ FF OIL R -�_ \ T \ � 4-4 EXI�1"IN - P P i 1 _ I ::::;::'':':::::::::' :::::::::...: ::. ::: CONDUITSDAR17/ 4 dF / FF 4 40 4\ :'`:::;::-:`:;: :: ;:•'::-';. :•:: 259 r /26C �_ rr 1 g . .. r �� • FF F .:..!: 1 COO / S c / .00 \ \ \ \ - 1 �- 1-- s - --�- s - :::::;::;::. ::::: - �s - 1 - w :::::"IF N o ..... ..... :':: _ -� -- T TFF "n' FF OF FFv. — _ a a d i W v / FF F FF" FF OFFOOFFF-23— w - • REMOVE _ ` _ t i' V ^ �" �- cava\ wau ,-%' - - ,:.ajc::,._ - - a-°•-♦�- ,..t! `- —._ t / T- ) — \OFF ;..: •.! ./ `-!.. .... .�'-'- .-""'�L: T-' �..+.•- �. d- :: .. . —® —;—tom ___ ❑ FF CULVERTS'.- _ .. � — —� FF 3 _ •:-_;. ..,: >.. :. ., ... .;;. ✓..� .....+. .�� F pi . • 1. r .. .' 1 ..r _ - \ '::.' {.n , .._ _. •.:( • : : r OF / .aCI• ,-1 rlr ••�' •w.' :, , : ;` i f _ _ !•-���__�' 'A11i Y J/ / - - •yJ :S: � � / / I: I. � � �,y .� A 7.:' 7-0 :`._:�d:w- 1� •: .; L. yyC. n " �- 5x . _ •.q.� ..ti> 0 ��. -1 f - /. �� •fin �i•J OF OFF OF Fic FF :a. OIL OF 1 OF FF OF I ft OF W& H PAC 72ND ( I c1IF FF I- IIF ,,. ; ,• °. �• LI- ' I �' 1 j :OF CULVERT FOR ;:v: ,. �, - c� LL FUTURE 72ND � 1 .�� . .:FF ,•:: .. I / -- - - 1 d IMPROVEMENTS , :.<: : ,: �,• ....: , \ . tt���� I ♦ .: .I 7 1- 1 - �- .. 1 -i 1 j 1 LL I.. .I f ' .. y.t I-1 I n ......_... . _ -- - - L - i t tr, t - - • • — r/ r -- i 1 • • • L♦ .. —L. � I 4 y - J - f 1 I \ �� i a f FF , ;.. f SSI i --� I st / I I al s I r ,.':. / i :.._.<. �'r:.:'.r I G_._ / I I SW 72AV AVE NOTES: SW 70TH AVE 1. DARTMOUTH CL STATIONING BASED ON W&H PACIFIC PLANS A&BUILT STORM STATIONING BASED ON W&H PACIFIC CULVERT STATIONING a I EXISTING UTILITY LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY AND ADDITIONAL UTILITIES MAY EXIST. CONTRACTOR HAVE •ACCORDANCE ORS 952-001FIFFIFF000010 THROUGH 952-001-0090 PRIOR TO CONSTRUCTION.,, (ONE CALL # 1-800-332-2344) PROJECT TICKET #11053059 u;d •It 02/05/2013 5 INSTALL NEW AREA DRIAN TYPE 11 2. CONTRACTOR TO POT HOLE AND VERIFY LOCATION AND DEPTH OF CB (CG -48) 3 CGFFFF002) iln'XL.�NG UTILITIES. ALL UTILITIES SHOWN ARE FROM AVAILABLE j- Log "I LOOP AAR • • • DATA AND DOES NOT REPRESENT EXACT LOCATION GUTTER FLOW LINE 212s800 3 IE OUT 208.00 S�1.95710 2 CB (CG -48) STA 27+43.58 33.00 RT GUTTER FLOW LINE 227.08 IE OUT 221.88 S=10% 2 LF OF 12" PVC GUTTE LINE 253.66 IE IN 245.38 21" EX PVC (SE) IE' 248.8 =10% IE OUT 243.88 21" PVC (NW) LF OF 10" PVC 18.5 LF PVC 4 INSTALL DITCH INLET S=15% RIM 210.00 NOTE: EXTEND THE 3 — 4" PIPES Icy OUT 208.50 S=7.14% BESIDE THE 21" PVC IPE INTO 31.5 LF 12" PVC (N) THE AREA DRAIN J THESE AS -BUILT DRAWINGS HAVE BEEN PREPARED, IN PART, ON THE BASIS OF INFORMATION COMPILED AND FURNISHED BY THE PROJECT CONTRACTOR OR INSPECTOR AND OTHERS, THE ENGINEER IS NOT RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH HAVE BEEN INCORPORATED INTO THIS DOCUMENT, FIELD VERIFICATION OF CRITICAL FACTS AND DATA SHOULD BE MADE IF THESE DOCUMENTS ARE TO BE USED AS A BASIS FOR FUTURE WORK. n N Ff pI T rN 0 W w • D. • 4/08/11 CHECKEDDESIGNED BY: ..- •- JOB NUMBER 10838 SHEET C5 I IN I Mililill laiggliggI1111111 I i 1 lilimillsomesomme�i all! 1!11:;!!:I:!!;11!11 � � I I 0 CONSTRUCTION NOTES Il . 4Ii_Ii_­I I, I .. " .I `4-I � I 1 : i II 1.4 I : : -::I \ Is, I - 4 I 1 , 1 1 I E �, 4III. I -Ill.I.I.I.11 III [_ \ I I I . I , I, I :;,Jl .ao:lIN-%lr1aI I. \ t.j'k"4,(�`;* It .I... .*, I � i 1 02 I /I I 1 RELOCATE STREET LIGHT o:l 1 . I"' v. I. II:11sio � 1 I I I ;I;i,- 1, I I L, I . Ii A. I .. I. .I * -S4:17il. ,IvIll I . Ill I N � + lgi-I - I � - -rei, I i I I x- 1 I n c/i v I ,�-%�t, .itl .*. I ,?. if "i' . tv. %ll`v:s"14;0l ;'i,li li ,�IV4.Ill.: .1i I I I III: - I& 1 I- I , 4 1 . i - I Ily�,4� ; ��,Ii t. ,I . , III I, "I 4 ... v I �4 I. . 4' Iii . . 1. 1. T I I, � - . . - I . . )l . I I, 4-.1 I le I .�?., , " I. , I I I / / I ` �l ; I 1 11 a.. It % III i I; - , f Ill 6 I I -I- .: 1. I Iii -!'.I " ! i I 1 Il ll"IIIIlIllI,,I.. I .: -lI1::`:- :�. . I': �,'A�i . 4, 1 lII I I It �� 1 - i I I I 1 4- I I . . I .4 tot .4 J. NS_ -_-r` I I I I \ : . 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I I I I __'I : NI p 5`lI. - I I I.: I I I - ll,_;,_��::.'Il "I'l \ I __ """"`I`l`,,., .11 . ,/ LITY VAULT : ..l.:.: --l...- - .:'.-N I ` ` � \ \ -IIIIIIIII-I'­ I I 11 I I :.4 I. I � ��:, r I . 6 1 i\ .... I I : . I I . ... I. I I , . .ji:i�:--.I I I '": , `%\\ I DURING CONSTRUCTION .... � Ill. 1,-,�,;--�,��-�',�5`� = 6 I I �1.111II_ ===> ==�>\ \ \ \ "l :i�Z I , ��ll H 11, a . ti. ov.l.::.: 11_�', N III III6\ , I I !! l- I ,I .l - ""I""I'llI....... I IlII t -I ll�ll 4 ... I I Ill I I I � �,_- I L i t 1 I � - I I Iowa, :.....l. I III _� 9 t I I 6 .. . -*::.,-..-.'.o'.ij-'I: I Ni \ 0 �I I -.l,..,..l I j j / / & 9.6 I 0 �, ,I, I , , , ;I ,I v I I Ill I I .. . I 4:6.0 I I. I :.I: I \ I 1�� \I : I iz; llIlIlllll..11 `I`llI`lllll­ll.,l, I / : I i , :.::::: ::::, I I llllllllllllllllllIlIIllIl . I I I I I / I 11 "I /I `�l�llll..II`ll`Il n I b, p I .:. It I / / "Ill I 11 "I \ I/ X I 7K I r I -1 1 1 -r :�, "�� 4 I 11 . � I Ill I I 0L,I.., : C, .1 I \ I Ir " // III \ N N\\ I b 4Z I/ / / / "I'll-lllIl........ f %. + Il""`llI`lI,.,. 5 INSTALL WHEELCHAIR RAMP PER CITY . OF TIGARD DETAIL. SEE SHEET C10 .., -il"14 I I I / I, Ill 11 III I . I , rji.,.,6--.r--. I% o`l� �, I I I I * I I , I. I .``--:jI I I I, .1 I'll I/ / // Ill, / / " \ , I \,N 11 I I I % �. l� I - . . I . / I I I aim 4zv"r4zpi I 0 / // . . , - 6 4 , li .* �4_, � , Ii.) I : I N�N 1 4. � I I I I " , Ill I I"'I'l � "" ,>� I li I . "'o I i ll .:.. . 4 I I , ^ I I I --: "� �,:,I, i ; � *b . I ,c /\/,�,, I< III' ,� III, 4 *4 d Ilit I. 1 . 11 i I � I 11 I : I I ll�_, , , '........ li 10 I I I I ..11:... Ill ['. I. -I., : III I `%""ll`,,..11l. I IL "b " .t,. I. I ..;14 � I I I I a , / 11 / , It I. I I I � III. 4 _- b :. .I _jI I I I. , , I .I_�Z' / \ � " I I - 0 % 4 , ,J, .. ..,I . . _. " I I I c I I A & - ."... I. .I ".. . \ I ,��I\ \'-�x x-,",-`,, ,Afx-',-1 o� /I " <,a', I I " - -�� 'l IIII 'DARTMOUTH ST,� V4 - - I -, �,.I.- " e" , 11 11"I", " , l"I'll I Ill ,�I,/,-- , I li * "I"I I I ,I''-,-) IIII ul I i I .Irl I 1,,�,,, , I III,, I III I ,,, ,I X I I STA 14+08*4 "I'll-III....l.l. 4 Ij i ...."l I. � 11 .. ,� '' I <� I \11 / .......ol""I"" CITY OF TIGARD DETAIL. 0 " ,", I " I, , \ " � � i t_� I .1-tl N"I'll/ N �,�II I 'N'', - 9 ... I I I . f", ,..I , .I /I `,-\1 I `.N I, S_ ,� , ,,�� 11 INSTALL COMMERCIAL DRIVEWAY PER - I 11 .. fyj: . I ,_, , , ­,l:i,-" 6 Ill: - -z, I I Ill x \ 1� � I I I � 'll� I, "r.'N", ,_,:��" � I I'.. I""o �',�, ,,� , I I I I I ,'I I - I III I d: " ::::::: I ::. : I .... I /I / 11 /I- "IL l/L Xc�;6 � Il"I'll-l4.......... 1I.I I . it. I ", I Li "l / qkII wGill / 11 , '(� I 14. 1 j 1 1 i � � i 19 . I I . 11- - .I I - I I, I "I I I Ill � ri "I"I""I"ll.l.. � � I � �j__ / , , - . I I , I I% III I Z�. PRIVATE DR 11, / al / ... IllIlIll SEE SHEET C10 � I 11, - / Ill I I I RC % I d I I . c , 1, I _III=w I I �III i I I 1. I I - ::-:-:4.:Il - I . "\ I I, 1 '�\ .......,.,l I ill I I I : I /I /I/ j I�. I I 10 I"" III � .: Ill, I I % I "I"I"IIII B -CR-`-\ \ I� "Z� i %`4 "::,:l:*l'* I I III � � I \ � I / // � j, / ( "', ,. ��I,�, " N lil III _Ill� I � Ili I ll* -1 �`l 11 r I ___--1 Ip I � - lq,, " . I " I al - rA 1N4,+06 7 III - I- 4 , I / - I I .) \ I ".l I III 1! I IV . : 7 INSTALL SIDEWALK PER CITY OF TIGARD lll � ". � ii, I "I`lIII,l � I -vl!';'�19+25ol I 00' LT a I . I - .." . !: : _ft�a"M I \ ....-ol "I"'Ill'.l.l.l.... VII10 VA T DR -i"Ii., \l,.lI at", ,. I j ��4 ll I I. � I I \ ! I -i N +3 4 l 2 [: I b ,wol I I 1. 'I I I I [ 7 1 I I I I "' 1-� \ 9 F _�_ _ __� I: I . DETAIL. SEE SHEET C10 " * I II : ,�:, I �,, /,li (I I - , 6 I � p;II I I cl � A I I 0 ,-, . -ztl6.*q.---flb;n , III �`,, " \ l%`IlIl`,IIl "I"III4I "I"'IlIll "I"I"I'llIIIIII I I ECR x `N " I N E%nol IT 11 I I I ....,l"I"'I" , I uj ==:> INSTALL 3 ,.� III i / "ll "'ll '.... . , i ". I� ,'I" 410 1 Ill . I III � 2 oal 106'Ilai IIIIIIIIIIIIII .1 r""I -_ w,,,,,,= toll /�`l I�,� "\ \ \ STREET LIGHTS I Il I 8 INSTALL CURB AND GUTTER PER CITY 1/1 1 1 \ , I I 11, I I "`I� E I I 11 1\ 1; I .� I LT I � � � / -IlIa .. Ill 4 I /l I - . III � " S '8 LI I ..o.'ll"" / Ill III .1 . I 1, I I" \ - I TA 7+,4 1i I ) i I / � 11, "'. R "I -11 ", 1, � 4 - OF TIGARD DETAIL, SEE 4SHEET C10 I I / Ill ,'I, I ", APPROVED\ I .1 I I- � =i +li 1 00 .."'I / / / I. '. I 11 I e It - It I I �� . I , . 4 ... / I it: t?I.0.14.d.X1` .". %\ I III I " '\1 , , I � I\ " Ill J11 I . . - , , I 1 M61 IN I. LI HTIING PLA ", III" , 4 a , - 0 1 I� III N , ,, %kill 4 1 / 9 INSTALL STREET BARRICADE PER CITY k 6" ` III _-IIIIII q ­%N, .0 � I Ill, I > I ,.-, I BCR . I I / A s Il I , , � .1h I ',I, ,,I,,, 'll _ � _ 1 !.-4 i .,.. 'l. I I I I � I , "_ ,� � ,X .I . , �', "',, ,, 14 ", \ \ � , I "��>, , I`II � : 4 I - III -I'll � � I/ III, III N, " I " < , II e� __ - -� -, I I -,-Zial " tN A I li..;., .. b I;. III /,��, I IZ,, I, N, N,� I I ,� . I �� .1, I'-- � \1_/I__,"1""` " Ill I II -11 I Ill, 4 "" xiII " I I I _­` I I , / "'I , I I 11. I .: "'111I I ,�_,*I` " III ll I OF TIGARD DETAIL. SEE SHEET Call Ili , "O N - I " It "II�� ST 3+95.,l 180 Lai I I I I ll"ll zi k ... II ,/ / / / � I:.,. "'lll., ba . I ... . . ''K;,"i ... I. ..3, Il"ll" ;lll -%-..--.:* ) I "I'llIll,Ill. 0 \ \ �Il`ll...l __ Iowa INI -.- \ 4 4 - I � ..Il, . IIIII..... 10 INSTALL CROSSWALK STRIPING PER '' I. III �., tIlIltaIIIIIIIIIIIIIIall- I - _:::7::: .. I =mt:::7 � 77____77��_I. � I'lll. I � 11 - � , I I I 11. �. 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I :,: 1--a- I I 7 I ",, 77`7777 " ""I I 1, I , � � "" , I �,;� �I II ill � ` I. ., I I I F-1 llllllllllllllIllllI IIIIIIIIIIII�llll IIIIIIIIIIIll IllllllllllllllllIll �� I &LOOLLL , I , I " z I I ", �Il, i : 'I, � v I,, I I I 'I ,,�: 1 u I�z I r I, , 1 I . I \ -1 - - � I '' 11 11 � 12 INSTALL STRUCTURAL SOIL PER I � � I I I I , I � I I I "I I , 11 � I , I I I I I : I I I I : I , 11 I � I , 11 I , � I I � , :11 I �i 1� I I I ,� I I I I ,� I , I I % , II 11 � "I , 11 � I I , � I �: I , �, I I I A ,, I� , I 11 I I Ii � "I � I I I � I� I I I �� % I I � �: I I I � 11 : �, � I I I ; � I I I I 11 11 , I 11 l� I I I � I , I � �I I I 11 I %� >� ,�, ; � � �4 ! l� I I , 1% � � ;, < I � I � , I I, I� I I � I I � Z , I � '�1111111111 :� � I 11 I I I I I I I -, I I I, I . Ii" ,� �_� 1 4' , , . ... I :.. I: 0 �ii III II.Il I I I I I I I I ,I I /"I' , I I I I I I I qllllllllllllllllllll llIlIdIIIIIIll llllIll4llpll­llllll, llllllllllllllllll�, IIIIIIIIll 4dllldlllldllllllllll IIIIIIIIII,l Ill - - - - - - I'lll I -Iltati --��L ��I­ill`�IIII`�, ,� �, I ,� I I _� I I I I 7rr= I I "I I I 11, I I � I I I I I 'l I I , . . I "llo...."'I"' I� '' I ,l)", ", , "­,"_'':"", I 11 , - " , LANDSCAPE ARCHITECT PLAN (TYP) U0 - a) " � "I %: ,I' I '' " �"", .� r , � "I , ,4 ,I III ''I I ''I I. LL. II ,� ''I , �e� I ,� I I 1, I: I � " I I I, :/ ,,,� 411 - li -, , I so , :,-? Ucoo -�,41 I > OIIIII�l�llllllllll I�lIl..................... _"­�,.......... l `l�\ 1�111 � � 1, I I,,� ,� � � :::I I / CD : ;r- "I,'' ��,,/ e . W) Lt. lllllllllldlllllllll �����- lllltaaIll�IIIolllll` - .......... - t .. i. I `= ::.� --� iiiiiiiiiiiiiiiiiiiiiiiiii;����� I ll _�., III, - m .."" 7 - I""""" - Ill IdlIdlllll, r- =i .. "I'"'I'l "'ll'"I Ill Il I lllIlIl - "T""" F Nk illIlt ll�`ll IIIIIII I I. I - lllll,ll� I,,lol IIIIIl lIlIl ll lllllllllll I I� 0 ) El �lIlIllIlIlIll li ..,;�� ( 41 , Ill I �f I 11 : I I I r I �.. . I Ill I I al I I I --- attattat i IIIIIIlIllIll -l"'I"'all":iiii...... I - ..................... I I I - 11 wn ( c at lil...s I L� I __ - I .- ;/ I : :: +;l Ill al I - - cc 0) I 1. I, � """""""'l - I. I I 1-1 - [:] CURB RETURN DATA - I - . I . I -E .. I: :,. . I I . : I,I I "-. � I .L .. I III , ,.I. N I. . I . , ... I I I I I �� I I, I I'_ ,_,� I.R.. I � , "I ".I �\\ I I I I� - � I I I . I. , . � I w I I � I I I I L, I I I I I I. I . - I I I I 'I . � - "I. � I I I "'M .� I � � p, : -I I I � � .- I I I I I [If - I I 7 I , I I "`l`I`lI�+ I- : I I I . I I � : � I � I I I I N....... I I , : lo� ... . I I ( I �..""li" I + . : 0 IIIIII.l, - ........... -1 I III 11,44 I ez L L . I I a ELEVATIONS attat TOP OF CURB 8 cb In cal I a . I, # ,: -+. i ii I cn """ I p lt Ill IIIIII`I�l r I / 9 06 fall itill : a pillal STA 8+97*75 BCR j I IIIIII I CURB RETURNSo CLOCKWISE DIRECTION I 0 lu I - I -2 cc M - , I I ( ,.:I I....''...., I . STA* 7+97.83 70TH = .J i 7 1 � I/ I w I I'+ I I + -:-.,I: 0 W !L a D., I.. .+ I � .�:-:::: i : \// cm . L1j I . I I :.,: 1800 N \ 6. 4 O' RT Ill : I ll.,I.,.. w w "I" III- �::::::-:::. "'**I," _. :-.:..-. ill / INTI, PRIVATE DR I A 11 �I"III I a 0 CN 0 = :- *_ I p I I . jl....l:.+I-q 95 FGR ZR / . I . IIlllIll opow .c I "I'll I -I.-,.,.--. --..-.. j 'I STA Stallail ,.Iv / / 1 Rai 25oOO' : CID E I I:4. ...,I.. I .. - T I " ..:.: _..:_.._:.. ti, I U) Ill ll"\ ':*.:+,*::,-:-:: --k-I.-I.I.- . I , I STA* 14+50a62 0 � ...,, N . .." 4 I ..I \ 0 " 4 I III,. l:.,6 -.:l::.- I` � I : . I a Is li c O)CO : = 0 I I ..:-::.:-::...:,I., ....... 15*00' RT I 4 Laaaa 39.83 I 0 : ,attat 0 N. . .:....:..% ..,..:�.. _. + I.:, I III, I: I . I = No a) fall . 0 - %,...::-::., I I = I .:.:-::.. .:;o. I.404. I Ill I I I = J2 N I I. . I - 4:::: I STA 9+28.15 EC 0) ILI I I I I 4 \ / / / A = 91016'59" Lill cu 31: M . . I -:..,...III... ..I :4I _* . �\ . :..... _. I ::::.: I:." .... ,i I I I I c wa; U) Lo ; 0) x & + I ...:...:.. _Q It STAO 7+48.30 70TH tal SLOPE BANK AT 2:1 : 4 I . ... . . / I 2 0 C6 : cf) a III \ I . I :,':+::*:.:: I . .:..+:..-. A 12*00' RT . .4 BCR 248*08 STA 14+06.52 PRIVATE DRIVE ......1.1 .,:-:.*-: %:,.. %.. ":I... 4 I I . b. : ........... a) V) I I . .I . 6 END AC PAVING. I I I Iii. i a) CD �l.I :-::.:l::.:, �:.:.--%:--,-:-.:ql*-:.-- 9+50.00 TO 9+12.95 \ � .I.II / / 1/4 249*01 c) 3 Lo :: =:: 0 8 I. I . :.-:-:--:-.' b-l*''*%_`l:+.*.4Il,-.I.:- I %. . i :::.,:": ,-:. :l::-:-::.:-.: ..4 \ I """ 0 00 \\ ,:::.:::+.j,. bb .'I.I..., � I I PHASE 11 I I I. / I C) cu cu I ,:I I. ... I : C.) ca. 3:: I 4 I :-:--:-,:T%:.: :._: * d::.:..:. . I I. .. I. I \ 1/2 249*84 Lo w.J ci I I to I .%:,...., I I I- I STA 9+46y \ w III= I ;�_.I_ I.- .-I .*I:-, A. I I ST 9 155 QP . I .q* �� I Ill " 'I -b"i I I r I 3/4 250*51 1 * M 0 , * I ':::.' :.*::':.-b::::.%4I- - I I.. ) 12*00' RT I . I. I Ln q 00 \ w 4 i I I I 4 I . , - , I I I. I -I. " , I : : :: : %:,t: ­� ,:, +,:, :l I �-_' / / ....I:.,. - .::. - III I I..... , .. _..... 14*00' RT .. val I I I. ....%II, I ...: " I I I 4. 4 A Ill \ ., I_......I. -........_:... ii I ' I I I "I'll / ECR 250*93 STA 7+48.30 SW 70TH AVE PR Ill< .._....11 .,-.'.:'.*-.'. I I It 4.0 . 4 I j% I . I . .4 1 .4 . 0 1 � ,._.,...._ I I I.. I I. - I I � � f, I ..:....:I... * STA 30+15.37.ECR../I \1 I I . \ ( of I, .. Itakt. x I 4 .. Ill, .. ... I I'll, ,:..*.: . -:-'-'L.':-'%:.: If I : I* a. I I., I . I G I N I .. . I 4 4 va�, I. � . I: . ,��..__1_-.I'..+..`:ll-:-:I: 4 I. I .. \ I . 3�: '..., ... - - I I -i ST N.. - I . I 26 SW DARTMOUT I I . 4 \ 2 Rai 25.00' 4 ...I........l . I I I I + I: A s \ / II #9 V) La . . : . III. \ 1417 8 (D i� I L= 38*73' 1 0 (n SW DARTMOUTH ST I& = 88045'16" 1 PLAN no SW 70TH AVENUE Li. BCR 248*30 STA 8+34.92 SIN 70TH AVE I I Li. nomw� """"i SEE SHT C4 & 0`165of 1 (100 OREGON L4� rn 0 0 30, 60' I (P cb i i (b 1/2 248*25 `1� 4 y 25i < Ital I ="%;; I �� :D Ittat 00 a I po q* 3/4 247*90 a 00 0 ECR 247*15 STA 14+08.44 PRIVATE DRIVE a 0 44- artat 0 1 t0000li 3 R= 40*00' EXPIRES: 12/31/2012 ni i;;iliiiiiiiiiiiiiiii:lll I N 11111101111111 1111011 Fall z I I I -------..--- ! _________ T � Lai 15.59' .j 275 275 al 0 1 I I I ! i I i I I :) I i I i I I ; 0,l Ila- _. - I I I .. .. I I 1. .. I. .. .. .. .. I I _. I 11 I. . + I I - I I I I I .. ­ I .. .. _+ ­ I. I. I. Ill .. I. I I. I I I I I. I I .. .. I. I. .. I. I. I + I. .. I. .. I. I. I. .. I . I. .. I I. III— I' '' '' I- I '' I- '' '' '' ­ ­ ­ I- I- I- I- ­ I- 4- I- .- .- .- 1. I. I .. I. .I I. .. .I .1 .. ,I dI I. I. .I I .I .1 .. 11 .I .. .I 11 I' o. I, II I. .I .. 11 I I .1 .I I .I .+ ,I .. i.. .. .I I. I. I+ - I. - .. - - I I. I I& w,w 22*1 9'54" 1 ! I I cn I I. ­ I- I, I I. I I, I— ­ I ** ­ ­ '' , , ­ -I -4 -4 ..... I '' 'I I I '' I '' d, ­ ­ I. I. ... .... , I I I , ,- , I. - I, I - I I I < I I I � i I I I I i BCR 247*79 STA 8+95.42 SW 70TH AVE. I 0 I. .. 1. .. I. I. I. .. I. .. .. I. .. .. I I I I .. I I I % I I I. I. 1. I. _. I. _. I I I I I. I. .. - I. .. I. I + .. I. I. 11 I I I I I I I I I- -'L I- .. .. .. ­ _- .. .. I. .1 I, I. I. ..� - I _. I. 1. .I _. I % .. .. .. I. .. 1. - + I I I. 1. I. I. I. .. I. I. I. -1 .. +1 -1 .. .. I- I I -.I -%-%I .. -I --I .... I 11 I .- l I ­ I I I. I. . I .. I. I I . I I. I. I. ­ I I I. I I I i I .- I. II ,I .I .. I I .. .. .I dI 4 al I I I I I I '' '" '' , , I I I I , , I .- I I- - I I '+ p- I !'* ' a I ­ " " 4 I '* I " I I* U) i 0 1 1 1 : I i � F_ < w 1 i i : i I I I I � 1/2 24I w .I .. I. 11 .. I. I, .. I. � I I I I I I I now _ -I .p .. .. I% .. I. I. .11 I I I I I I . I I. I I I I .. .. .. .. I I I. I + . I I I I. I. I. I. I. .. I. +. I.! ,. .. -, I. .. II Ill .I., .... d.III ... % ...... I ... I+,. ... I. I .. .- I. I 1- I' " ­ '* '+ " d- ­ '' '' '' ­ " I' " " '' " " '' " '' I I " , � I. .. " 1. .I 11 .. .. I- ­ .' 4L 4' .- +1 .- ­ I- ,- I- .- .- ,I .I I. 1 U) I I I I I I - - II I ! I I '' I ­ '+ � aoloolot" . I I I 0 I � � K = 26.59 1 1 ECR 247I STA 9+10.62 SW 70TH AVE. 00 I I ... dI .. I 'In ,+I I. I. _ .I I. " .. I. I. I. I. I. .. ­ .. 1. ., I . : ­ " d, I' 'I " " I '' '' '' , , " '' 4' I '' " d' " 4' '' " 0 = I I I . I I I I I - .I I. I, .. I. I. .. .. I. I I. I. .. .. .1 .. I I. I. 1. I% .. .1 I .. .. I. I. .. 1. 1. _. .b .. I. .. _. I. _. .. 1. Ip ­ +. .. I. I. .. .. I. 1 I. I. -. I, I. I. I. I, .. .. .. .. -, I- .. I. .. I I. .. +I .. .. -I --I I I I, '' I' I' I IP -I . 'll'bl'-� I . I � I I ' I I W >- PVI '' STA -* . 5+00*00 i I * I I PHASE 11 CONST IUCTION' : : Ill - 00 : I co i i 1 05 < 0 q 0 I ---------,-- ! I I I I I Q_ 4 R= 40.00' . -.---- I lllIllllllI�IIIIIIIIIII - -, - � R44 i ! : I IIIIIII I 1 3: 270 I . - - P V I - E L EA/- � = - -2 6 1 -1 6 8 - _0 I + 1 270 In Irttt� I : z i i ; 0 3 a ; 1 � I I LILI I I 0,im : 0 .. I Ital I. 1. 1. -I I. 1. J .. I. I. 1. I I .. .. I. I. I I _. _. I I ,* I i.. I. .. '. '. .. .. " .. .. .. .I .. I. I. 11 ­ +. 1. .. I. .I .. .. .. ! I I I '' . I I ., I. I. ., . I . I I I I 11 11 I. .. 11 .. .. I �. I. I I 11 .. 11 I, I I. I. .. .I I 4 I. ,.. I M - - I. I I. I .I . 0 .. 0 I - L ,ii Lt. I I. I. I. I. I. I..,. 0 I C3 Ill ­ I% I. I. ­ .. .. I. I I....... I ...... b...... .. I. "'III I. .. .. .. .. .. I, _' +.� I. '' I'+. I'', +I ''''.I .... lo'� ...... -'.l_-_ "'I " ''Ir..., 15s59' fta), * -4 --l'al arl ­ .. I li ­­ wim i I I jj .J I I I I I r � : 11-- I common Li. I.L. ro 10 1 .q. (0 (/) ol I rl (D I I I I 1 ry I ,.,., I .. I. I .- ,, A = 22*1 9'54" > LOLM . . I. .. . .. .. ; I * I. .. I I .. ­ I. I. I. -b I. .. .. .. -, -, .. .I .I 11 .� I. I% ..: .. I. .. 1. I. I. ... 11.11p...I� ... I.l_.l.Il.Il­. ..I ,I .. .1 .L I "' '' " '' '' '' '' P' I' .I 'I " '' ­ .' ­ 4' 1. I. I, I. I. 11 .I .. .1 I I .. .. .. IL .1 I .. 1. I. .. .. .. I I .1 .. .1 .. .I .1 .. .. I .I 11 .. 11 11 .. .I I I. I. I. I I .I 1. +1 ­ .1 I. .1 .. .I ­ II � I 0 0 .. 1. -I.+ I. -b.b..+ I I.. 04 - Ill -b I. U+...* I. I I I.! I I I I I I ..........+I 0 I 0 ".I +l.......I.. I... I I I as I I I te) I I : I I < I . i : I all I rai I U`") Lo I BCR 248*08 STA 9+25.82 SW 72ND AVE. 111< 0 00000l I 11i 6 ­ i 0 I . ­ " I, + I I ­ I* I* 'I I* 'I _. .I I I ,, .. I. .11 11 11 1* 1% .I .6 +11 IIh.4hIld.Id.%dohdI++IIIIIl..,. I, ,I II _ 1. I ­ I- 'I ,- I- I '' , ,- '' '' d, ,- I '' 'I ,- '' I- '' ­ I '' 'I I '- ,- 4- ,+ ,+ ­ ,- ,- '' ,- *- ,- '' '' d, '' " " ,- I- " +I +. I. .1 .I .. 11 .. III I I. I. I .. � I - . (/) I .1 I. I. I. ­ I. I, .. I. 1�0- -, . lb I. _ < II I OD. -b I I I I. I. .I I. I I. I I .. .. .. I. I. .1 I I. ill I 11 11 I* I- ­ 1 � I I I in 1-- 0 N 0 I I I I ; lar III- to 0 It" co 4 N I " ­ " I% I% , I "' *I '' I' " " i U) I I I w 1 V t I I I I. -b I) : I ; I . 1. 1. 1. I. 1. I . .. I. .. .. I I Ill ... ;. Ill I I I .. .. .. ­ I. � %I 11 ,I 11 ,I .III ,'I .*4 .1 k.* III III -11111111+- "I "I +I 11 I 11 %, I �. , � uj < > .. I+b II CR in + 11 q I 1/2 248*01 0 .1 Ill .. .. I. I. .. I .I.I .If. I. .1 . . .. .. 11 -1 11 -1 I ., '. .I .l, 'JI .. .I +I I. I. I .4 I. .. .1 _+ I I. I I. I ­ .. I. I _. _. I� .I I. I. I+ I. .. II I. .. .. .. I. .. .1 .1 .. 1. .I II I. .. .I .. 1. I '' I " .. " I. IL I .. .. .. 0. .. .. .I +I .I I. .. .1 .I .. I 1. .. .. I- 1. .. .. .. I I 11 .I .. .I I .. 1. 1. I I' I. 1. I. .I .I .. "I 3:' 'I .' I- I' 4I .' .' " .' .' .' I- = own * a '' *I I I I 0 I I i ; � Lij I ui olow alliall � Ill.+ I j I I i U) ECR 247*92 STA 9+10.62 SW I70TH AVE. tar x U) (n I I I F� CL.j ­al An--tl _+ : I- - - I _71- __ ___ I ----.-----, -.- I IL __ I I I (n 265 =w - 0: I.Zli I > [� � I I I 265 0 i 0 0 1 Iviii C? 5 (n , ; III- Ill i I i � 0000loat I I I% I. .. I, 0 I v I. I. I. I. I =) � I I ! " " " 'I 4I I' ­ " .' '' " .' '' ­ ­ '' ­ I I. .I +I .. LI I .I .I .1 I .. .. .I I. 11 I +I I. I. I, .I I. I . I I I , I I I I I . I � I II I. I. I. I. .. .. III I' "' "' I I I I = I I. I I I I I I i I. I. .. I ,I .I .I '' I I I. I I. I% I ..I .I I .. -d -d +d +. I -I I I I. ,I I+ I I- I I I I I. .I .. .. .. +. 11 .. 11 .. I. .I .I ­ 11 1. .I .I .. .- I .. .. I- I .1 oI o- II .I ,I I I I +I I. - r"llitia n i '' " " I , , , I I, I I * + I 4 Ill I � � i 5 R= 40*00' IiE � I I 1I Ii 0 1 1 � I. .I I. I. I. .. I I. 1. I I 0 I Ell _. �` 4 A -4 I. .. .. . I -b I I I .. I III ...... .... Ill -d .d_.d.11..._ .,I I. 1. .. .. .. p I :1 I 11 11 11 *1 I* I' I' 11 I '' I' " '' '' '' '' '' '' I I I . .I I. .. .. .. 11 I .I .1 .1 1. 11 1. .. +. .. .1 I I I' I' I' " I ,I .I .I .1 .I .I .1 I . I .. .1 .+ .. .1 I . I . I I. I. ­ t, I. .. I I I. I I I I I I I I I I I � I . I 0 .1 .. I. .. I%l _. .. > I I I. I. Il I. +. I > aIj I I. ­ ­ _. I. _. 1. I' , 'I , " 0 < 0,94a 0. w z I , ..... � ........ I Q. w 1 -ll 1 I I r I ,,im z 0 ai *k , ,,ai f%� w 3 ii (nw ` .. ........ I''''' I I I I' I' -I I' I' I' I' ''PROPOSED FINISHED GRADE' I I � I , -,I , I I I Lal 63.73' 3: I I I I I � I total w I I < I I I "I ­ I i .. I. ,I I . l. I I% .p .. I% I. I. .. I I I. I I .4 I% I% I. I. +. 11 ..I .. ­ ­ ­ ­ .. ­ I. I. .. I I .. .. I. .. .. . I I, I, ,I .,L I. .1 .. .. I I. I. .. -I � 'I I I' I' I' I" I'' 'I %I I' 'I " 'I - -I- I- � '' 'I .. I. 4. 4. I. I ,I .+ .. .I I. I. II I I .. .I I I I. lL .1 .I ,I .. . .I I I .. .. ­ .. ..I+ . I .1 1. 1. I. ,, I. I. 4 I ­ I- I- " d, d, '' l, I 'L I I .. .. I. .. I L ap,w (n ...... + I. _. . Ill +ENTERLINE I I, - I ..... I I 11 I I I I I I I I I I* A ati 91 *1 6'49 " �j .j I I\— , I ''"' " I. I@ +C I i ; I (n 0 1 i ------- "II-IIANI'ta"IIIIIIII ; III I I I � 2001 VC I I ,i I i� < I Il � IlIlll I I all*- I-IIIIIIIIIIIIIIIII'lliIi"IIII [ Id- I I, 11 1. I. .I -1 I. .0 I. I I ...I.I I., +lllllIllI, .- : I Nol.: I I. I. 1. I I. I. I I. .1 ­ I. _. I . I. I. .. I I .1 -1 I. .1 1. .. .. I, .� I. I .I I. I. I. I. I. -I .. I I. _. 1.1 .. .I .. I. -1 _. ... .b ... I.,... ........... I ... I .... ,.I . I I I I I II pI I I I I 1. II 4' I +- '' +- I- I '' L' I '' '' I '' '' I- I- I ­ I- I I- I I '' I' I' I- ' I- I I ,I I- .. .1 .I .I I. I I . I. .. I I .1 ,I I. l . I I I. I .. I. .. I. .. _ .. .. ., .I ,I I+ I+ .. .I +. BCR 243*65 STA 29+29*07 SW DARTMOUTH STS Qwo I ) ��� I in I. P. I K = 2i I I t Q (N r i � It- i � : EXISTING I bU bIIIIIIIIIII\' ''' '' I -_ 0 1 PM STA 8+50,00 0 U., 6 .. .. I. I ; I al I.J., - i ___ - - - _.- 2 1 1 --Lto INe).-O -, 1/4 245i :2 0 260 1 "I'll'I... = I 260 I � � I T I "lll.... 00 0) I I a i I M .. I. .1 I. .1 I. _+ I PN 0) - I. I ­ ­ I Il % ­ I% ­ .I ­ i I. I . I. I. I I .1 .. _. %tattat !I I I I. I. I I .. I I. 11 I I I ,I. I ,a* 6 .-o (O' 0 I I I I I- I- '' ­ ­ +- I- I I I- I- '' '' '' .- .1 ,I .1 .1 II 14 I I- I I- ­ 1. .I I I I I .. I I ,I 11 +I ,I I I I 11 I .I I 4' I. .- I I 11 I. .- 1. .+ .I .1 1. I .I .I tI .I I+ I I 0 O.- '' ­­­ I ...... I . .I. I I - I I .+I 1/2 246I.69 � i � I I I =) U) 1::) (o j /* I Ill '' 4- ''I * -*l' * I ­ I I F _,", ­ -, -l"'I ''I '"l ­ '' " **' " ..­ I,..+ Ill— +..... I- I .. .... . ,.I. .. III uw) L0 00 Ill"'I. Lo n I LLI 4 . '........... I _. I �._ I I il,li �. .I..,.,.i . I. .. .. .I I. .. .. I. Ill ..I...., ... I.Il..d..d ...... + 0 1 0) I 11 .- I. I. .1 I, II I. .. .. ,I .1 .. I I 1. .. .. 1. .1 1. I .. I 0 I 0. .. .. .. I. I i I I I I I I I d- I - 3/4 247*77 I....I.I Il.� _. ".. I .,..I I....... -1 II., I- +%.....%.... I. ... I I. -.,I/ -b `llllllIlI I U) I I I - I --l-La. , I , I I I I I I dI. . I 11 I I .I .1 .1 .1 .1 .1 .I I. I I. I I I I I I I ... I ill .I I. '' '' " 'L ­ ,I I. I. '' + LLI I C6. I. I. .I .I III I. ­ I--+- I- - .... � llIlIll Ill I I - I ral'a " ,.+ 0 i I i 00 i I I -- I I I � Lo Un 0) I I Ilat"' C.K ;D (%4 1 -- -- I% - --ill I - \� L...., rtkI U -I 0 III) I n i ECR 248*08 STA 9+25.82 SW 70TH AVE. I I "i i z I..... ll...I.l .I.I.I.-I I........ 4.-4.4l.... 4..b.... Ill. I 1. ,Z.+....I,... .......I .. .. I. I. I. I. .. I. .. I.............I ­ 4.....4l 4I.I...I ..... 141.4 ... I .... I ........ I.. I. I. I it) i -4 I. ­ ''Lj I . I I I I I. I I. .-I.. I I I ..... I. I. I. o.. I. to. I. (i . I . " I. rIlll I *4 I. I '' J%Il I I '' I " .. '' .. I...... I +. 1. 1. I. 1. ­ I. I. ... L..4.. 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I I + I * I , I � > � I RIM 248.-54 ASomBUILT BAR IS ONE INCH ON DATE: s* I �44'31 ''1'5'6`?i'* P"'k** 4*('NO" I 4I S=1.40% I I I I I I I I � ORIGINAL DRAWING I (c) rta, X I - - ------ I- I I I I------ ----IE-242,15--140��-P-VC-(-V�)-- ___ ____ ___ ra = I I ; I I � I I I I I ___1 I I r I I 414 --al w =) 235 -- I I 2`111iti'll DATE 02/06/2013 1 1 ; IE 1244.51 F557"PVC (S)__ - I I I attattal � 00 of **W(A I I __ I 1. __ I I I - - I -1 l. I 0 lot 4 08/11 I V) N cNF­­, I Haaaaaaaaaaaaaaaal 00 Itatat aral 0 0 4+00 5+00 64=00 7+00 8+00 9+00 10+0010+25 BY AAR, tappatapaIll DESIGNED BY: CHECKED BY: oal ro ral I I I tol000ttallatat aral 00 A I ti 0 0 3�: Ii %* S W 7 ON T H /A Vv E I I AAR DP ;=NNWOO I N OTE M talIattat-lotatIz 0 I tall,lool (00 airlat, of to JOB NUMBER al N% ,li 00i THESE AS -BUILT DRAWINGS HAVE BEEN PREPARED, at alta, tal I I I I SCALE: HORZ. 1 ai 30' VERT. 1 wi 50 9 R= 19.00, IN PART, ON THE BASIS OF INFORMATION COMPILED I (L N C44< X ,,i of Lati 22*06' I AND FURNISHED BY THE PROJECT CONTRACTOR OR 108;`l ,a 00 **W 40 1 CB (CGlatial INSPECTOR AND OTHERS. THE ENGINEER IS NOT - U) Mrl fall A al"170 I I ai 0 www:2w 9 2 __n;T.�.Illaaaa EXIS:RPIG G8. A attal 66031'35" RESPONSIBLE FOR ANY ERRORS OR OMISSIONS DWG NAME 1 :2:2:2 < all STA 8+90ol 18i LT - S I .. wa,,,,,a,,,,w BCR 25Oo58 STA 9+66985 SW 70TH AVE. WHICH HAVE BEEN INCORPORATED INTO THIS < Fall �-_ z rt AB - C6 SW70TH at"I" DOCUMENT. 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TO BE CON ., EXISTING G STRIPING t...:;' MATCH CH E N A T. . ..... STA: UNDER' SEPARATE CONTRACT. C v '• STA.• +35 13 < ( 0 R3-8 ADVANCED WARNING t SIGN, 400 FROM STOP SIGN 1 ti t ONLY i11 444 — _ — _ NOTE: A ::STRIPPING TO BE METHYL METHACULATE ALL A TRIPE OR THERMOPLASTIC DURR S 0 30 60 w F- ( � d 0 N I I � I M r 0MOUTH IS To ea o O z — - f — —I — o N _ O N O > LLI o C i19 71 TT CQJ m I –'i TRA . ' 2 2 ^ 2Lo RA T �co n 2 BS ;j .0 chi CL ti T L t R , – O 1 Y^! V/ O Cn M M — f ILo O CMI ra N n I 1 r I I I I i .-- �� � I ❑ iII � _cyyN�C_ %O Mi--- I w N 12 21 I^ 8.0 tVCnONa. OV , .h S —. O _ O t O O' — — pC) Se Lo __ G� Mzz Fr 5AY!-'Lv J.. l —CIO EL Lo IIIIIIj CL < w, �t < R 0 F 30. 0 30. .... t 0 G IN \ 5 �? 9 Y � 14 758 ' 9 'r. �..> t„ OREGON CW< p r 2 r 2 .. V O l E O r 00 EXPIRES. 12/31/2012 r, +I .—. _ 1, l I i I I n 'C I 4 I I I Z 1 l " I I I I / Z III I S7T �I L' A&BUILT I — \'I r_ -- _ DATE +02=018=2013 %A a 8 p y Y N OTE 6 t CCIv4S,T a MT n t. ®�® . I THESE AS BUILT DRAWINGS HAVE BEEN PREPARED , T IN PARTON THE BASIS OF INFORMATION COMPILED i -- - - ` I � ..: • AND FURNISHED BY THE PROJECT CONTRACTOR OR - - E E I. II . INSPECTOR AND OTHERS. .THE ENGINEER S T _ - LI f I I � : 'RESPONSIBLE FOR AN ERRORS. R OMISSIONS Z I I .Iitill": W 1 AV N tN ORP T INTO 1- HI I H CH H E BEE C ORA EO T S t 0 \ DOCUMENT. 'FIELD VERIFICATION OF CRITICAL FACTS O -- •• . - `AND` DATA SHOULD BE 'MADE IF THESE DOCUMENTS U) _.. .-._ I + . � Ir K. / ARE TO BE USED AS A BASIS OR FUTURE WOR rSW 70771 A MEW Co W _ W2 Y TWL �j _ 40 40 10 30 1 40 40' 411 :1 10 30 5 4 space p IL IL - Thru Traffic ; Side Thru traffic side 4 WHITE LINE a. 6 WHITE LINE as 4 WHITE BROKEN .LINE as -4 YELLOW LINE NARROW DOUBLE NO -PASS O W _WAY.LEFT TURN T O 1. TWO 4 YELLOW LINES S n 4 YELLOW LINES LA ', RA RSA 0 BS CW S - 8 , 6 1 • i, 12 9 8 ]• N 1 1 W 1 6 5 1 31411 d � F 1 � i 10 _g 5 L — 1 6 L61 1 _ 1 1 6 6 8 - I 6 BIKE LANE STANDARD STANDARD D CROSSWALK STOP BAR LEFT TURN ARROW RIGHT TURN ARROW RIGHT TURN STRAIGHT ARROWwhite STENCIL (white) to ) TWO- 1WHITE BARS 1WHITE BAR white white Center marking within lane width CONSTRUCTION NOTES AV Ik AM 0 1 EXISTING' LANE MARKINGS TO REMAIN. uj REFERENCE :ONLY + 2 INSTALL L NEW LANE MARKING.c AS ' INDICATED ow 3 RELOCATE STOP SIGN.an SW 72ND AVE STA: 15+39f UJ 4 RELOCATE 1-5 SIGN. dI SW DARTMOUTH ST. I STAN 24+62f 5' INSTALL COMBO STREET/STOP SIGN cR1-1 30 it SW 70TH AVE. -STA. 9+59f `: 6INSTALL "LEFT " F LANE MUST TURN LEFT" as BAR IS ONE :INCH ON ....DATE. SIGN R3-7 36 ORIGINAL DRAWING STA: 24+97± & 27+72t oso 4 I 1 4/08/11 i ` DESNEDY: CHECKED BY: B G 7; INSTALL BARRICADE AAR DP JOB NUMBER 10838 DWG NAME: 10838 AB — IC7 STRIPING PLAN LOCATE FRAME AND COVER OVER LEDGE OF AT LEAST 12„ IN WIDTH o .- 4 - b 8" MIN. BETWEEN v KNOCKOUTS •- o D 1 v •v a- 9. Q D R FAM AND COVER OR MAXIMUM 27".FROM .d STANDARD FRAME TOP OF FIRST STEP WATERTIGHT FRAME AND COVER, SEE STD. DRAWING NO. 1110-SA/ST TO TOP ' OF "CASTING / OR NO, 120 SET FRAME IN NON -SHRINK GROUT 0 NOTES GRADE RINGS 2 is x41'l 6 o 1. AL.L PRE -CAST MANHOLE 'SECTIONS SHALL CONFORMTO THE litte I MAXIMUM 12„ SET IN NON -SHRINK GROUT ( OF :ASTM C-478. REQUIREMENTS 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY :STRENGTH OF :3000 P .S.I. ;AND SLUMP OF 2 TO 4 d • 3. ALL JOINTS SHALL 8E :SEALED WITH PRE FORMED CASK _ ETS STANDARD ECCENTRIC SUCH AS KENT -SEAL NO. 2, RAM -NECK, OR AN APPROVED 36" CONE EQUAL CONFORMING TO FEDERAL SPECIFICATION SS=SO0210. 4• ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT, R A RE 5, PIPE CONNECTIONS OF 24"OR GREATER SHALL REQUIRE E A e MANHOLE AND 'CHANNEL DETAIL de MANHOLE STEPS SEE6 PIPE CONNECTIONS OF FOUR OR MORE -MAINLINES SHALLe REQUIRE A MANHOLE CONNECTION :AND CHANNEL DETAIL, STD DRAWING N0. 100 7. 'PROVIDE A:MINIMUM <OF 8 OF INTACT UNDISTURBED P MANHOLE SECTION N 1P BREAKOUTS AS MEASURE ° VARIABLE 1'-4' MANHOLE WALL_BETWEE PIPE E D ON ;THE INSIDE =FACE OF THE MANHOLE.be be n OF WALL FOR PIPE SHALL BE 2 MINIMUM AND Be BREAKOUT 2 ' 4" 'MAXIMUM CLEAR OF PIPE WALL. z 9. THIS DETAIL 'LIMITED TO MAXIMUM INTERIOR 'DROP 'OF 24" •. N CONNECTION AND 48 FOR STORM o FOR SANITARY C b CONNECTION. co 5 MINIMUM 10. WATERTIGHT/ TAMPER PROOF MANHOLE FRAME AND < COVER SHALL BE USED IN ALL EASEMENT AND OFF oll -U v: STREET AREAS. ° vbill • - 48H MIN. ' 0 MINIMUM 12 LEDGE 'D n (ONE REQUIRED) 2 MIN. FROM TOP OF D 1FT. SLOPE TYP. / D PIPE TO MANHOLE ' SECTION PIPE v v. O O.D. D 1 o.- r l .• • p 3 •:::�....: a 4 s _ v . 8 MINIMUM CONCRETE U SMOOTH CHANNEL =T0 be be be be be be ......... 3. « r 4 VERTICAL HEIGHT OF PIPE be4. U) /bebe be Jbell b. .t f H p H • . _ 72 MINIMUM _Q MINIMUM OF -0 .•COMPACTED ..bill :�:: 12 MI �' a be beelle .4 LL.1 BASE MATERIAL 0 00 v I H0 STANDARD MANHOLE E aeanWa m Services Q REVISED 02-03 Our commitment as clear. fin:DRAWING N0. 010 I11111oloon'111111I ... 1111111t, 11, 11 111 In''1111111 bobble a\0 FW- ee Q 0 NOTES: 1: ALL STEPS SHAH CONFORM TO THE aao REQUIREMENTS OF ASTM C- 478. r� 2. MANHOLE STEPS MUST BE TIGHT AND i FIRMLY EMBEDDED. M 3, ALL STEPS WITHIN A MANHOLE SHALL BE OF THE SAME DESIGN TYPE AND z SIZE.(MIXING OF UNMATCHED STEPS m 1-1 4 „ IS NOT PERMITTED). _ r 1-1 /8"0)beebbible O v. O 0 . .. b I 5-3/4"beellebbill 0 0 e to. .67 Q d v v bit be Q .10-3/4 _�• abe •9• v vd A e 12 b.bel ov a ° D b e K .. � . V beb 0 12" Ad4 e d ..d be ,4 . COPOLYMER POLYPROPYLENE PLASTIC d el be be L( -rlibel Y a v 9 --1 2p GRADE 60 REINFORCEMENT bl v D b D D 13 CC bill be be 3-3/8" FOR PLASTIC SAFETY STEP - v: 8-5 8 8 d D o n e . a. 4 • d- lib .9 d •'Qv v 3/4" AR • w ` ' GALVANIZED B ` - ble fell. _N v• #6/ ° a• . to be We Q D v b D D 4 9 'MATERIALS 612 GALVANIZED. be p 3 d. Q IA. GALVANIZED DEFORMED REINFORCING .BAR. _ . ci4 D .9 Q D• REINFORCING BAR CONFORMING WITH ASTM A-615 GRA DE 40. GA d • v v VANIZED CONFORMING =WITH ASTM A-123. L 4 •' h -PLASTIC: • °. v d be 4 be 9 MUST CONFORM WITH ASTM C-478. o'.' ,' to STEEL REINFORCING BAR MINIMUM 1/2" GRADE 60. MEETING REQUIREMENTS OF ASTM A615 ENCAPSULATED WITH INJECTION DED COPOLYMER POLYPROPYLENE :ECTION MO L WITH SERRATED SURFACES.- A 4 FOR GALVANIZED STEP MANHOLE STEP aeanWater Services DRAWING N0. 100 REVISED 02-03 Our commitment is clear. 1 FLAT FACE LETTERING RECESSED FLUSH) ) O ✓V .7 �1 T S \V. V .1 : If:00.802 O 9' O O Q Q O O O '260984 f 1 O O 0 O O O 0 Ct358 0 O O O O O O _ aa�asa Mo x Nr/re O O O O O O Z O _O O O , O q G O O 1 'OPEN � O o N STO S_ , : PIC O KH 'LE Led 16 3/4 N HOLES AS SHOWN COVER AC Lao VIE t-- J 24 3/4 Dirk. - m` I Q' ' 7/g r "111411 i to 1 NINE 27/8 aQ ` ate 9+ 6S v7 -. > } tf) Com_ J M be C/)c- a) _ n m •a... c 71/2 S •- ,. c� Q U-) c M-- c� CI�`M ICFIL DETAIL o C �o n -p t` Co 22 112 D11�. qq cv rn : - CD CD OCLI rcn � - Y • - or`; O C`l be c SECTION VIE CD ,CV CU�, O tV IS M - U ti LU C6 3:m L 212 C N ++ CM O CJ) c M ^^`` W O ocean O tc0 -: •- N UM) SEE DETAIL # FSPECIFICATIONS. 11 MANHOLE s F D PRO 0 F `� n U N' G � ......E N O 5 F � 14 758 9 STORM WATER e v OREGON ANH O MOLE LID can r Services 1' To 2 ' commitmentd r 3 REVISED -12 06 Our commitment as clear. y DRAWING N0. 120 E 0 F � W A.'` EXPIRES: 12/31/2012 i B MANHOLE .LID 0 F SEE :STANDARD DRAWING N0. 32 OR Q FACE OF FRAME AND COVER. AS APPROVED P A :CURB w F- a A le A 33 . `SLOPE a - 4 PER FT I .: PAVING 0 beD 9 d beebbe 717777 -a d 6 6: � v u Li , a m A A �J O A d D b b 1' 2 W a. : r FACE OF CURB (n �bbbbbbbb A AD So " d Ireekeeb W X d TYP. 5 8 3 BOLTS N BACK OF CURB W V) a 2 EACH END n H N 1 4 N 3 ..:WEEP HOLE . 1 a J �! In N v Xbell be 4. aoIf It I I Q D 1 17 CURB INLET p 0 FRIEND Q ._ 2, 2 x 1 2 A / D Z • OP 48 U Ir d S .EDGE 'FLAT BAR ENIN Q y T V CC FAC OF : 00 CONTRACTION G A., SECTION A A E J _ GUTTER -:JOINTS v •Q A d � ,.. a .. ,.... _c0 , " : " p " Febbe O PR MOLDED 3 8 1 2 E --3 X 21 2_X / Rebellion H I'i , ; .d 3 -0 60 3 0 ANGLE I - JOINT (-'� � EXPANSION a x _ a '.FILLER(Ti" :SECTION A A : 3 4 A w M FACE OF GUTTER ITER U) d PLAN VIEW RECESSED CURB INLETS Qm TO BE REINFORCED .PLA N d A beir CONCRETE INSTALLED IN NORMAL GUTTER :MIN. CURB INLET .OPENING C.) ACCORDANCE WITH TOP -FACE -0F CURB D -` WING N0. 310 FLOW LINE d B CURB DRAWING TOP FACE OF GUTTER ' W J ` 13 2 " : TOP OF 1 _ i' H PAVEMEmINT 2 1 2 ' t A "- U a . �bbbbbbbb. • 3 8 X 2 1 2 FLAT BARS d d m W a . d a A . : a AT 1 7/8" ON CENTER a r s2 s N A OTTOM-FACE OF :GUTTER d d B ACK BOTTOM OF CURB CD A' d r - ,n O 0 � 3 WEEP libbeebbeebbeell3to WEEP HOLE beebbibb Iz- I HOLES d be x X _a • z aa. z " W W(/7 18 CROS S BARS O w A ON 42 cp K 3/8p ROUND GJ m Q -MAX a Q M z m In w m 1 • � 10 N C4 3 J A e • m 6 w �• i z- >_ ... N d 6" nFOR POURED IN a mo a V ]PLACE . a . , 48 d : _1 beet .41 mbe U 5" WITH • REINFORCEMENT ebibeemobj6"t'::j6" 1 :1 2 36 a T A&BUILT d. a d FOR ''PRECAS d d „ w o 4 6 a d d .a a LLa ..Tfl 02 ®7 2iD13 W , a a : DATE L� d ell.. .- _ V VI W SHOWING:: P TI E E _PERS EC o 2 FRONT T VIEWUj UO - GUTTER AT CURB INLET BY AAR " p DEPRESSED Y I' __ 28 27 2 X B . U r' - B NOTES. SECTION A A SECTION B 1. ALL FABRICATED METAL PARTS SHALL BE NEW STRUCTURAL, -ASTM A-36 STEEL, AND BE O RT N TYPICAL BOTH ENDS 3 8 X 2 FLA T W / HOT -DIPPED GALVANIZED AFTER FABRICATION. , OU AR ANTE R EACH END PLAN TER BARS D - (n BAS E .NOTES....... EVERY SECOND AY STRENGTH OF 3000 ` P.S.I. _ sNOTE SECTION B B 2. ALL POURED IN-PLACE CONCRETE SHALL -HAVE A 28 D TR a 78. 0 I A CONSTRUCTED IN ACCORDANCE 'WITH .ASTM C 4 1. - .CATCH BASIN SHALL BE E / AS -BUILT `ORAWINOS HAVE 'BEEN :PREPARED, p INNER R W 'm A '' LINE OF :PIPE IS GREATER THAN 48 . SEE STANDARD 8A AND A SLUMP OF 2 TO 4 . 2. INSTALL STEPS WHEN DISTANCE FROM TOP OF GRATE TO FLOW LI E „ IN PART `' ON THE BASIS ' OF INFORMATION COMPILED W INE IS GREATER THAN 48 , DISTANCE'FROM TOP OF LID TO FLOW L N 3. INSTALL STEPS WHEN ;DRAWING N0. 100. SET FIRST STEP 12 FROM :TOP OF GRATE. D'' Y THE PROJECT CONTRACTOR OR BAR 'IS -ONE -::INCH ON AND FURNISHED B T. O H DATE: P F GRATE AND :ALIGN WITH DRAWING N0. 100. SET FIRST STEP 12 FROM TO 0 T STRUCTURE ON MINIMUM OF 8 ;OF 0 COMPACTED :BASE MATERIAL SEE STD. D '' INSPECTOR AND OTHERS. THE ENGINEER IS NO ry 3. INSTALL STR �' I .. a ORIGINAL DRAWING MEETING`ASTI A-615 GRADE 60 OR WELDED WIRE i FOR ANY ERRORS OR OMISSIONS 'FOR PRE CAST CATCH BASIN SHALL BE REBAR RESPONSIBLE 4. `REINFORCEMENT tet- tet- `�I P N G. LID OPENING. „ 40811 0 / 00 N Cel Ii MEETING-ASTM,A 497. WHICH HAVE .BEEN dNCORPORATED INTO THIS t, A RIA . AS M TE L TUR ON MINIMUM `-OF 8 OF TO 0 COMPACTED B E 4. -INSTALL STRUCTURE 3/ M ,. NOTE 4 UMP OF TO 4 . 'FIELD `VERIFICATION OF CRITICAL FACTS U C CONCRETE SHALL HAVE A-28 DAY STRENGTH 0 F 3000 P.S.I. AND A SL 2 DOCUMENT 5. ALL POURED INPLA E TE - - CONFLICTS 'WITH rn rn b :AVOID CONE . - DISTRICT !OR CITY APPROVAL, TO 5. 72 MAXIMUM ALLOWED WITH AME AND BE NEW STRUCTURAL ASTM A 36 FLAT BAR STEEL. OR APPROVED EQUAL. , FR O KED _BY. .ao DESIGNED BY. CHECKED ' DOCUMENTS W A SHOULD `MADE IF :THESE ..DOC ME S U AND DATA S BE R APPLICATIONS REQUIRE AN 18 SUMP 6. CHANNEL REQUIRED IN "FLOW THROUGH APPLICATIONS AS APPROVED. ALL OTHER Q O _C R Q ADDITIONAL -THICKNESS AND REINFORCEMENT SHALL BE REQUIRED FOR STATE HIGHWAY APPLICATIONS. EXISTING UTILITIES. a tY Q A BASIS FOR FUTURE :WORK: M M BELOW LOWEST INVERT. ARE TO BE USED AS BSS / �� d 7. FULL CURB EXPOS UR REQUIRED CANNOT BE LOCATED N SIDEWALK RAMPS OR RAMP wINOs. AAR DP O00� Vf NW �' N w C bell JOB NUMBER / r` rebbig 0 CATCH BASIN GUTTER 8c CATCH N N ` a RB w dx " INLET CATCH BASIN(CG-48) A -1N - .... w .. INLET CATCH_ BASIN ces 10838 .. e r ces w e ces FRAME A`ND GRATE CG 2 - w ....DWG. NAME: w w Our commitment isclear. Our commatmemmtaa clear. Our commaimeat as cleaa. r ommatmea a -REVISED 05-07 d REVISED 02 03 � J REVISED 12 06 _ CG 2 - - DRAWING N0. 3008-A _ C8 DETAILS CWS ( 1 DRAWING 'N O. 320 DRAWING N0. 340 1083 B Q \ F- z z F- LL W F- W L> w>pww J¢_1Cn� Lt. (nQ..OX0 MINIMIZEit B 04 a d a A A ` • •• SEE STD. DRAWING NO. 320 a ° , a;•.• •da a. d • 4 FOR FRAME AND GRATE A4 e' PLAN 'VIEW B a 60 FOR POURED IN : . a PLACE 5• WITH REINFORCEMENT d FOR PRE CAST d A • q d7 Q A2 3 MAX 18' O M X. ;d i • Q d G A d 18" SUMP Q A d A e . d• .a a,• 28' 27 SECTION SECTION B NOTES: i 1. ALL PRE`- CAST SECTION S'SH ALL CONFORM TO REQUIREMENTS OF ASTM C-478. 2 i NSTALL STRUCTURE ON 'MIN. OF 8* DI F %e"—O" COMPACTED BASE `MATERIAL,U 3. 'PRE CASTREINFORCEMENT SHALL BE R EBAR MEETINGAS TM A615 GRADE OR WELDED 3 WIRE MEETING ASTM A497. 0 ' 4. ALL POURED I CRETE SHALL HAVE 28 DAY 'STRENGTH OF 3000 P .S.I. AND A SLUMP NPLACE.CON ` N OF T0 4. ' APPLICATIO NS AS rAPPROVED. ALL OTHER OW THROUGH 5. CHANNELREQUIRED IN FL 'S APPLICATIONS RE' 0UIRE AN 18n SUMP BELOW LOWEST :PIPE INVERT. .... U 6 INSTALL STEPS WHEN DISTANCE FROM TOP OF GRATE TO FLOW LINE OF PIPE IS GREATER THAN F 48 it, ..SEE STANDARD :DRAWING NO. Fl 12" 0 GRATE, 100. SET RST STEP FROM TOP N 7. PRE -CAST S TRUCTURES CONFORMING TO O.D.O.T. TYPE G-2 CATCH BASIN INLET ARE AN J —:ACCEPTABLE ALTERNATE.:(ALL GRATE MATERIALS MEET C.W.S. Q STANDARDS AS SHOWN ON DETAIL #320) w AREA U DRAIN rftNiAn Pr Services M Our commitment is clear. - Q12-06 DRAWING N0, 380 TYPE REVISED B SEE STD. DRAWING NO. 400 'FOR FRAME AND GRATE A A FLOW B AN PL / / / / 0 .1 .11 s MAX 30 IF • LOW INVERT • ' < FI 1111 11 IV NIS G FLOW ,. E 4 D' \f v v• I n v Q 4 60 4 2 t, �� MIN. _2 �• MIN: MAXIMUM • V , "0 18x1 8• FOR POURED IN 2111 MAX. PLACE 0 MAX. 50 HATH REINFORCEMENT 0 v REI ' FOR PRE CAST ` IIIIIIIII .a 0 I; 0 d s 8 n p' „ 1 ei 18 SUMP v SUMP v P 1 Q v: a v o e d 6 q v d b .. a D . E_D p „ IN 6p 24 6" 6 27 3/8 6" f SECTION A—A 'SECTION B -B NOTES: E UIREMENTS OF ASTM C-478. HALL CONFORM t- ALL PRE CAST SECTIONS S 2INSTALL STRUCTURE ON MINIMUM OF 8" OF 3/41'4 — 0 COMPACTED BASE MATERIAL. 3 PRE CAST REINFORCEMENT SHALL REBA R MEETING ASTM A615 GRADE 60 OR WELDED WIRE MEETING ASTM A497 4. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 3000 PSI AND ' SLUMP OF 2 TO 4 • 5. PRE—CAST STRUCTURE'S S CONFORMTNG TO O.D .O.T. TYPE G-2 CATCH BASIN DE SIGN/ WITH DITCH ' :` INLET `TOP ARE AN.ACCEPTABLE-ALTERNATE. ALL GRATE METC.W.S. MATERIALS SHALL E STANDARDS AS SHOWN ON DETAIL #400 DITCH H INLET can r ces .REVISED 05-07 Our commitment is clear. DRAWING N0. 390 00 M ao O J_ ,m I Q w H =3 4 SQUARE 'i o' A A B B o LI., m a o 0 NON SNR INK GROUT ❑❑ El STANDARD CA ST :IRON w ' F— H FRAME AND `COVERS LD] ❑ 'V D 0 12 iW 0 DRAWING NO, 510 tIIIIt W c J N STANDARD MANHOLE 0❑o C4GR ADE RING 0 El 0 11 x - d- s s s : Q D O • • 4 n D� D 4" MIN, A s s ,.` o D y D �q b , s o b a a e Q n tl FINISH'S GRADE - D O .. F b 0 n +r o a V IN V n F— . v s — 7 8 q, x n♦ 9 V WATERTIGHT PIPE PLUG h 10" q0 WITH STOPS qV INW b b A na 0 n• 17e s o N v Q V Ifo I n n v a 9 , q. a q a v 0 a a 0 t n 4 _ 6 SECTION B B b a PROVIDE 3 4 0 FOR A D e o r / IJ v P a b b e , ra A -: MIN. CLEARANCE a O _ 2 6 AROUND Ia D MINIMUM OF v s a IF O U .. .D a 9 CLEANOUT bb v b : CL' D b 6 W Q Jn0 O 0 d d , o _ MIN. � 9 Q U 0 18 Q b 4 s d w h tl V n`14D tl D . a 4 A, /n 0 • SECTION A A ' RLAP =1 0 1 MIN. OVERLAP qV;I4 IF a o ♦ V O n A 0 V4 a d v • I Y 4 a W x V : v q v n a b tz s Lnn W d D 4 Cn a D L NOTES: n a "U _ Q ,n,, 1. :ALLEN :HEAD .BOLTS : m :: (n 1" _;LGN G RECESSED, v , e q v d —cn o, p-.o. a ♦ vb $•. D_ e4,q. e 4 a Oq .a a • aa a • a , %2. A L L PERMANENT AN ENT CLE A NO U T S wJ v 0 . T0 HAVE DOWN COVERS. S. a a D . b 3. MATERIAL SHALL BE GRAY CAST—IRON, ASTM A-48* e0. P CLASS 3 DO .I a.• n o s a 6 O Y e> w c} a T' a a , q 0 w 0) 90a D • O a b •Ov .- . I . •O/ •d..a d,.a ca -• ae . hdvqe p4o D a v , , m .D Y I U x O W CO NCRETE ENCASED BOTTOM OF WYE V ) 3/4 0 4 —0 3 Q / / Q .FOR PLASTIC w in LO IJ7 Q 1 •• to � NOTE: r Cr -DETAIL SECTION AND 45 BEND IF CONCRETE PIPE r7 raw (AlCASE ENTIRE WYE 00 CONCRETE EN 1 H M 0 07 W — O <U 2. STAND =PIPE TO BE SAME SIZE AS MAINLINE UP TO AND INCLUDING 8" PIPE. - TVII M n )' MAIL :..... N INE 'GREATER THAN 8D SHALL HAVE A 8pl STAND .PIPE. d-, 0 OO�i NNWO a co O CLEANOUT KOUT F RA ME 0.NN x .. STANDARD A R D CLEANOUT Services ,...•w eanr Services ANDCOVER N fitment is clear. W W W w eat is clear. REVISED 12 06 Our comm Our commitment 'N0. 510 12 06 WING � QJ REVISED DRAWING -- — NG N0. 500 Q DRAWING Oil 11�11! 21 1 MEN r7 Ld 1 _ Q N � 2834' / 27 ' 3 8 / l _ 1 3' A A TYP. ,1 2' X 3• BOL 2 1/20 2 EACH END / 2 1/2' x 1/2• 32 1/2' 14 SO. EDGE FLAT BAR SECTION A -A • X 1/40 3 X212 TYP. ANGLE : 3 3/4%" . 18' ��jj I— _ z — O (n PLAN W 27 a' rn / In H J m ,^I :V/ B B x — ' B B SECTION t t N i y_-, 3 0) ; 1 AR LO SE EDGE FLAT B 2 1/2"x r1 4 0 co TYP. GRATE BAR 17 EA. a _ ti n c W 320.. o -_ , 31 1/40 p Lo E , LCA C ' 1 CO M co C O' _o In -v ti : _ra o .� s 3 tY t\ O N — cu : 1= q. CD O N CD O c O V a•r M rjj- CM 'O 0)D ti U Lu_ _ C6 (n LO LCM O (n c 2 1/2" x 3/8" 71S M In 0 0 3 C. ?0 C. cv a� FLAT ' BAR LO - : '— SQ. EDGEo �c 1.<U , > C:) cv UM) J CL PLAN I WIN FIR 0 NOTE. n <- rJ 'I'N r_ G � APPROVED EQUAL, APPR O FRAME AND GRATE SHALL BE NEW STRUCTURAL A STM A 36: FLAT BAR STEEL E N O 5 F C? 9 � 14 758 9 DITCH INLET OREGON - FRAME AND GRATEn (1001 Services -� commitment is clear. 2 dry 23.E REVISED 12-06 Our � NG N0. 400 DRAWING F E W A. R EXPIRES: 12/31/2012 MAY BE USED SHORT 'TERM I W UTILITY WORK AND _W PHASING OF DEVELOPMENT C ) FLOW U n W qY AREA DRAIN 60 CATCH BASIN FLOW v :•a a FLOW DITCH BOTTOM DLU LU co 1) d i i D 4 ♦ o 0 DIT[ INLET PLAN VIEW H r 6...,:over) 0 of bags. s.. 9 NOTES: AaraBUILT umum 1. ADDITIONAL MEASURES MUST BE ATE 2® ®7a. 213 CONSIDERED ERED DEPEN DING ON SOIL. TYPES, Uj BY AA 2, BIO—FILTER BAGS SHOULD BE �� STAKED WHERE APPLICABLE USING x2"WOODEN N STAKES OR 2 1 -' NOTE APPROVED EQUAL PER BAG.:: THESE. AS .BUILT. D BEEN PREPARED, , IN PART ON.THE :BASIS OF INFORMATION COMPILE[ 'sl ONE INCH ON ' TOR OR BAR.. S DATE. CONTRACTOR AND FURNISHED BY THE PROJECTC ` FURTHER INFORMATION ...FOR F ENGINEER IS ;NOT ORIGINAL DRAWING —HERS. THE TOR AND OT 3. WHEN USING 30 BI 0 BAGS TO N CRITERIA SEE INSPECTOR ON DESIGN I, ANY ERRORS 0 R OMISSIONS ONSIBLE FOR11 RESP4 OS CATCH BASIN YOU MUST 0 1 �. PROTECT A CLEAN WATER CHAPTER 4 OF CL INCORPORATED INTO THIS'l CHA N 1NCC)RPORA E WHICH H HAVE.BEE HAVE 4 BAGS AND THEY. SHALL 3E SERVICES EROSIONPREV PREVENTION DOCUMENT. FIELD VERIFICATON 0 F CRITICAL FACTS DESIGNED B Y.[HEC KED BY. DOCUMENTS > DATA SHOULD BE 'MADE IF THESE DOC . AND I SEDIMENT CONTROL BY 6 . AND S VERLAPPED FUTURE WORK. O AS A 'BASIS FOR 0 BE USED PLANNING AND DESIGN MANUAL._ ARE T AAR DP JOB' NUMBER .INLET PROTECTION 10038 TYPE r services DWG NAME: 'f" nt is clear. Our commitment `- S CWS 2 _ 0838 AB C9 DETAIL 1 DRAWING N 0. 915 :REVISED 12 06 ' S HEET C9 I z— Z wF— tr W w>0 w w J Q J [n a' -cna�x U.., Oil 11�11! 21 1 MEN r7 Ld 1 _ Q N � 2834' / 27 ' 3 8 / l _ 1 3' A A TYP. ,1 2' X 3• BOL 2 1/20 2 EACH END / 2 1/2' x 1/2• 32 1/2' 14 SO. EDGE FLAT BAR SECTION A -A • X 1/40 3 X212 TYP. ANGLE : 3 3/4%" . 18' ��jj I— _ z — O (n PLAN W 27 a' rn / In H J m ,^I :V/ B B x — ' B B SECTION t t N i y_-, 3 0) ; 1 AR LO SE EDGE FLAT B 2 1/2"x r1 4 0 co TYP. GRATE BAR 17 EA. a _ ti n c W 320.. o -_ , 31 1/40 p Lo E , LCA C ' 1 CO M co C O' _o In -v ti : _ra o .� s 3 tY t\ O N — cu : 1= q. CD O N CD O c O V a•r M rjj- CM 'O 0)D ti U Lu_ _ C6 (n LO LCM O (n c 2 1/2" x 3/8" 71S M In 0 0 3 C. ?0 C. cv a� FLAT ' BAR LO - : '— SQ. EDGEo �c 1.<U , > C:) cv UM) J CL PLAN I WIN FIR 0 NOTE. n <- rJ 'I'N r_ G � APPROVED EQUAL, APPR O FRAME AND GRATE SHALL BE NEW STRUCTURAL A STM A 36: FLAT BAR STEEL E N O 5 F C? 9 � 14 758 9 DITCH INLET OREGON - FRAME AND GRATEn (1001 Services -� commitment is clear. 2 dry 23.E REVISED 12-06 Our � NG N0. 400 DRAWING F E W A. R EXPIRES: 12/31/2012 MAY BE USED SHORT 'TERM I W UTILITY WORK AND _W PHASING OF DEVELOPMENT C ) FLOW U n W qY AREA DRAIN 60 CATCH BASIN FLOW v :•a a FLOW DITCH BOTTOM DLU LU co 1) d i i D 4 ♦ o 0 DIT[ INLET PLAN VIEW H r 6...,:over) 0 of bags. s.. 9 NOTES: AaraBUILT umum 1. ADDITIONAL MEASURES MUST BE ATE 2® ®7a. 213 CONSIDERED ERED DEPEN DING ON SOIL. TYPES, Uj BY AA 2, BIO—FILTER BAGS SHOULD BE �� STAKED WHERE APPLICABLE USING x2"WOODEN N STAKES OR 2 1 -' NOTE APPROVED EQUAL PER BAG.:: THESE. AS .BUILT. D BEEN PREPARED, , IN PART ON.THE :BASIS OF INFORMATION COMPILE[ 'sl ONE INCH ON ' TOR OR BAR.. S DATE. CONTRACTOR AND FURNISHED BY THE PROJECTC ` FURTHER INFORMATION ...FOR F ENGINEER IS ;NOT ORIGINAL DRAWING —HERS. THE TOR AND OT 3. WHEN USING 30 BI 0 BAGS TO N CRITERIA SEE INSPECTOR ON DESIGN I, ANY ERRORS 0 R OMISSIONS ONSIBLE FOR11 RESP4 OS CATCH BASIN YOU MUST 0 1 �. PROTECT A CLEAN WATER CHAPTER 4 OF CL INCORPORATED INTO THIS'l CHA N 1NCC)RPORA E WHICH H HAVE.BEE HAVE 4 BAGS AND THEY. SHALL 3E SERVICES EROSIONPREV PREVENTION DOCUMENT. FIELD VERIFICATON 0 F CRITICAL FACTS DESIGNED B Y.[HEC KED BY. DOCUMENTS > DATA SHOULD BE 'MADE IF THESE DOC . AND I SEDIMENT CONTROL BY 6 . AND S VERLAPPED FUTURE WORK. O AS A 'BASIS FOR 0 BE USED PLANNING AND DESIGN MANUAL._ ARE T AAR DP JOB' NUMBER .INLET PROTECTION 10038 TYPE r services DWG NAME: 'f" nt is clear. Our commitment `- S CWS 2 _ 0838 AB C9 DETAIL 1 DRAWING N 0. 915 :REVISED 12 06 ' S HEET C9 CURB :JOINT f 5 MIN. SEE NOTE 5 ROW -2% :.L a• •e,l , Y` ROAD rY` ---- - _I •IIS' I I IT �II II 2.» OF 3/4"-0" 4» -0» BASEROCK COMPACTED SUBGRADE SIDEWALK ADJACENT TO CURB 51 MIN. ROW 6" - - 2% ..L .4 • .Y yy. • e, 1 A •w 1 Y` AA - - - - I- _ I� _ II 1 h A. a I� .r I IT 1 2" OF 3/4"-0" BASEROCK COMPACTED SUBGRADE SIDEWALK AWAY FROM CURB NOTES: ' 1. CONCRETE SHALL BE 3000 P.S.I. -AFTER 28 DAYS, 6 :SACK MIX, SLUMP RANGE OF1-1/ 2u TO3 » 2• ' PANELS TO BE 5 FEET LONG 3. -EXPANSION :JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, S & AT NOT TO EXCEED 45 FEET. UTILITY VAULTS ..WHEELCHAIR RAMP SPACING N L c VAULTS, , 0 4.F OR :SIDEWALK :ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE CURBTHE JOINT BETWEEN THEM SHALL BE A''TROWELED ".JOINT WITH A MIN* 1/2" RADIUS,I '' C� V A .MINIMUM THICKNESS 6 -INCHES IF MOUNTABLE 5. SIDEWALK SHALL HAVE OF F SIDEWALK IS INTENDED PORTION OF DRIVEWAY. CURB IS USED ORI AS to K SHALL-'HAVE'A MINIMUM THICKNESS OF 4 INCHES, OTHERWISE SIDEWALK TH .j Q 6. DRAIN N BLOCKOUTS IN :CURBS 'SHALL BE EXTENDED TO BACK OF SIDEWALK WITH 3" DIAMETER w 0 WVR PVC PIPE AT 2% rS OPE. - CONTRACTION JOINT TO BE PLACED SCHEDULE 4 D L 0 (ABSc ) 0 OVER V PIPE. v I `APPROVED BY: NO SCALE m U A5 AGUSTIN P. D EN I RING : ENG NEE DEPARTMENT CONCRETE DWG: "N 0. - ¢ 13125 S.W.HALT BLVD CITY ENGINEER TIGARD, 97223 -d : i 50 6�9 .171 VOICE: 3 SIDEWALK M _FAX: .503 684-7297 120 00 JULY 2001 t CITY OF TIGARD OREGON APPROVAL DATE - F~ EXISTING DRIVEWAY m nI MATCH WIDTH & GRADE - 6 A I; R W LINE cn Q SEE NOTE 3 w 2% NOTE 'SEE,. I 4 f 5 SIDEWALK L` 0 10 1- SEE LU ` NOTE 3 LANDSCAPE w LANDSCAPE STRIP SEE "NOTE 2 STRIP 0 v A 30c M Ax F- ' e ®- 3 10, MIN m PLAN o� nN R P z 6 � :J /A T P 0 PROJECTED TO MAXOF CURB 2 Q d w - -- e a _ a a e b o o be e be e beo 0 I II STREET TRE f- I e ►, °.: ° _ _III=111 W 0 Y q a a I ee 0 _ s c III w e ac° •Ad•d • .a. •, oAe° a ( Q _ 1 II III 000000e 0 I - 0 - IIiIIJ ®18 EA CH _ 0 e , 0 00 e s I 0 0 oe ae oo a ao e e 0 e oe aee e e e° o 0 o eo w O o�o O a a a oi00 Pn o a -oo 0F Ieo I0I o- 8. Nb Io e eIo e I _I DIRECTION 00 0 0 I I I III - 111 SEE :NOTE NO. 4 I z w CD 2 OF -AGGREGA TE SECTION A A i 3 4 -O cn / � cn COMPACTED w z in NOTES: w m I-- Y cn CONCRETE COMPRESSIVE E PR SSIVE STRENGTH SHALL B A MINUMUM OF 3300 PS AFTER 28 DAYS• 1. w w LL. OF URB. TROWELED WITH A M RADIUS ALONG BACK C 2. (CURB JOINT' SHALL BE TR D IN 1 2 0 / v Y » ALL 0 DED ASPHALT IMPREGNATED 3. .EXPANSION & .CONTRACTION .:JOINTS SH BE 1 2 PREM L v / 0 0 MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. m W H 4. REINFORCING 0 N ORCING RE UIRED FOR COMMERCIAL- DRIVEWAYS :ONLY. _ W D .. N d- d - N 0o w X M 01, 04 -.-s- ob rnrn_ d W M 'o MODIFIED PER CONDITION 138 & # 39 # r � M M � 00 O OOHM APPROVED BY: NO SCALE. N'W N a0 \ 0 CL � ENGINEERING DEPARTMENT ` E WAY D G aCITY ENGINEER STANDARD DRIVEWAY W N0. I 2 i31 5 S.W. HALL BLVD. W N¢X TIGARD .OREGON 97223 N -.. VOICE: .. 503 .639-4171w/LANDSCAPE STRIPS (/) CITY OF - FAX. 503 684-7297 7 W W W TIGARD W ='OREGON APPROVAL DATE ¢r- - - t- z z t- w WI- D_ LL Lu > o w w J 10 D_ LLLcnCL=)x 1 IN i::Iililllllii till M r- W t - h ¢ STOP SIGN LOCATION (INSTALL 4 PVC SLEEVE UNTILL CROSSWALK PERMANENT SIGN IN STALLA T/0/�l STRIPING o.4s PC PT /-DRAINAGE BLOCKOUT w 1 a - 3 I.D:= SCHEDULE 40 >D.2 T .SIDEWALK OR PVC 1 6 DWV (ABS ) CURBSIDE >0 7j UP ...PIPE W'CO ING L 7 s _-3 5 0 1 .BATTER l T App P J F .. R q , ROA 1 D 6 1 R d -" s ' a CL a A _ 0,90" 5 d 4. 4 12 AT .. TRUNC ED DOME oo � 0 90 oO0 0d O O d 0 _O O n DETAIL 00O MAX. o ,\ 1.7 O bc BASE COURSE P 1 P O 9- 0 z6 2 P 24 O O O I,_ J o P o EXPANSION in \. Q Z� J \� > 0 0 0 \ -JOINT TYP ) O O O w � w 0 O F, P Y W 0 0 0 U J MAY BE REDUCED' WITH `PRIOR O O O W I- of 1. FOR USE ALONG 'MEDIANS,.'GUTTERS � ¢ n_ _AP PROVAL-FROM THE CITY ENGINEER, CURBo l `F- PC PT W J In RAMP W/DTN o W_ 2 CONCRETE TO HAVE A BREAKING STRENGTH OF 3000 P.S.L AFTER 28 DAYS, VARIES H - J 3. EXPANSION JOINTS. RAMP TEXTURE m A. TO BE PROVIDED: PA TTERN DETAIL PLAN VIEW/ OF THE CURB. 1 AT EACH POINT -0F TANGENCY -2 ATEACH COLD JOINT. 3 AT EACH SIDE OF INLET STRUCTURES. - 4 AT EACH END OF DRIVEWAYS. 5 AT LOCATIONS NECESSARY» TO LIMIT SPACING TO 45 FEET. 4, 4, 6 m T_1 I11 I II so a_< �-1- e- i I. -OII I -I 1 I- -IIe O 6 � e 1 oo � o a : S': U Md- _ titiw Addl cZB.MATERIAL TOBE PRE -MOLDED, ASPHALT IMPREGNATED, NONEXTRUDING, FLUSH co WI TH ATHICKNESS OF 1/2 INCH.12:2% o ao a�I O Oe < � ,^ CONTRACTION JOINTS: I I4. Mn - cocoe 0 o eo a < /•d e=r oae y o. a v d,p°o °d oo � :. • co to . e�p A. SPACING TO BE NOT MORE THAN 15 FEET. o co<I:� O o;0 O O � O O O v. I II II O O ,m d O' a O O , O O a o, O o°s O cn . CONCRETE . � 4 POC, o T JOINT SHALL BE AT LEAST 1 "1 2 INCHES. a 0 . THE DEPTH OF HE B ( o o ,. - / -fes o 0 0 O O O O O rn N _ 1 _ O � O c o 0 O I -• III I O O O L __ N - o f: - » . 0 0 _ _ oc�, o a 0 0 00 0 'S'O a - - d III I AS ROCK 22'-0 OR 3 4 0 -95% COMPACTION, BASE ROCK .SHALL BE TO ro , 5. BASE / , o M _, • » AGG. BASEROCK _U _T OR 4 IN DEPTH WHICHEVER IS GREATER. 2 3/4"-0" ,m a� SUBGRADE OF STREET STRUCTURE r. > . , u, co rn. O n M __ • _ O - R :PIPE. SECTION A A AGE BLOCKOUT 3 DIAMETER 6 RAIN o , o- m O 01 � L::._ V A3 I.D.PIPE WITH COUPLING. NOTES. ' B. ' DRAINAGE :ACCESS THROUGH EXISTING .CURBS ..SHALL BE _CORE .DRILLED OR CURB 7, CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH 0F 3000 P: S L IN 28 DAYS. ,, ,, E N RAMP PANELS SHALL BE B CONTRACTION -J0/NTS SHALL BE SCRIBED 31 4 DEEP AND VERTICALLY 18 ::EACH SIDE OF DRAIN AND REPOURED TO FULL DEPTH OF CURB, 2. CONTRA / SAW CUT PR D D F Co DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MINIMUM OF 2 .0 E DGED ON 4 SIDES . 5 NAG AND A MAXIMUM OF 3,01 FROM PROPERTY LINES.' 3. EXPANSION JOINTS SHALL BE 1 2 ASPHALT IMPREGNATED MATERIAL OR EQUAL. N F FF s cf� ' 9 U SHALL HAVE A .MEDIUM BROOM F,:NISH. 14-758 4. SURFACE � 9 r' 5. COLOR OF DOME AREA SHALL BE SAFETY YELLOW. APPROVED BY. N0 SC :APPROVED BY: N0 SCALE A OREGON SCALE - 3-10-03 ADD TRUNCATED DOME DETAIL'. v 0 ENGINEERING DEPARTMENT GUSTIN P. DU ENAS ENGINEERING DEPARTMENT N T 3-10-03 CONC STRENG TH 3000 TO 33CD 1p DWG. N0. WHEELCHAIR RAMP DWG. N0. O . jol CITY ENGINEER CITY ENGINER d Y 13125 S.W. HALL BLVD. CURB GUTTER 13125 StNHALL BLVD. 2 V TIGARD OREGON 223 • TIGARD OREGON 97223 - 9 7 9 VOICE 503 639 1 :R � - STANDARD CORNER VOICE 503 639-4171 � ) c )QQ •Y JULY 2001 FAX. 503 684-7297 ) -.FAX. 503 684-7297� n 2 TI AR CITY OF TIGARD CITY OF TIGARD - '.'OREGON APPROVAL DATE OREGON' APPROVAL DATE EXPIRES: 12/31/2012 EXISTING DRIVEWAY - MATCH WIDTH -& GRADE A R W LINE FOR CURB INFORMATION 4 SEE NOTE 4 SEE CURB DETAIL VARIES -2% A RIES % -2. _ R` _ 0 T 3 R W .. SEE NOTE Q O 0 ,SEE 5 O MIN 2 ::.SEE NOTE 2 NOTE 3 2% SIDEWALK U SECTION A A 1. 7 1 - _1 _.6 A ENLARGED R`W OR EASEMENT W 6 30 , MAX 6 ` , AREA T0CONTAIN WHEELCHAIR =` - RAMP AS REQUIRED 101;MIN CONCRETE APRON STRUCTURAL SECTION PLAN T0 CONFORM WITH COMMERCIAL DRIVEWAY DETAIL .SEE DWG. NO. 142 A. n ' q A W 314 a R 1 d e ^ a 4 2 A WlD H a a . DRIVEWAY STREET a . n - I a _a VARIES d A a e a' 6 I a _ I II II o . 4 w a 0 a s I - - - - - - II I I I III II I IIA Q I- d 0 0 o I o I I o - - - - - -I i I I < O III II I I III I II e a Iia_- _ � I-• ;.. 0 o i » O o e o 0 0 II O , 4•b e e ao a o I e o uj 0 aoo °o oa,o o° 4 00 0 e e41 2 OF AGGREGATE e, o _ 00 O , „ 1 , -I 11_I I I -I 11-i I i-71 I -III -11 _ .I III q o _ 0 0 � 3 4 0 ML II II u i/ � I � I 1 I I I I _III- I I 1 Ad ok COMPACTED 2/ " EXPOSURE ON A -A SECTION , 3 0 18 uj EACH DIRECTION SEE NOTE NO. 4 -25, MIN - . RADIUS(TYP,) AS=BUILT uook co (�e 7=2A NOTES* DATE L®6 FOR RAMP.' -INFORMATION Lam LL 1, CONCRETE COMPRESSIVE STRENGTH SHALL BE A M NUMUM OF 3300PSI AFTER 28 DAYS. SEE WHEELCHAIR RAMPP DETAIL N0. 128 Y BAR LL 2 CURB JOINT SHALL BE TROWELED WITH A 'MIN 1/2" RADIUS ALONG BACK OF CURB. /I INFORMATION ui FOR . SEE SIDEWALK DETAIL NO. 120) NOTE 3. EXPANSION & CONTRACTION JOINTS SHALL BE 1 2„ PREMOLDED ASPHALT IMPREGNATED THESE AS -BUILT DRAWINGS HAVE BEEN PREPARED, IN PART ON THE LBASIS OF INFORMATION .'COMPILED MATERIAL OR EQUAL EXTENDING FROM SUBGRADE TO FINISH GRADE. AND FURNISHED BY THE PROJECT CONTRACTOR OR R W 'INSPECTOR AND OTHERS. THE ENGINEER IS NOT 4. REINFORCING Q N REQUIRED FOR COMMERCIAL -DRIVEWAYS ONLY. RESPONSIBLE FOR ANY ERRORS OR OMISSIONS N INCORPORATED <: WHICH HAVE BEE INTO THIS C DOCUMENT. FIELD VERIFICATION N • ATION OF CRITICAL FACTS BAR IS ONE INCH ON DATE. AND DATA SHOULD ` A A D BE `MAGE IF THESE :DOCUMENTS ORIGINAL DRAWING L ARE TO BE USED AS A BASIS FOR FUTURE WORK. o 1 40811 MODIFIED PER CONDITION 38 #379 DESIGNED BY. CHECKED BY: APPROVED BY. NO SCALE APPROVED BY: NO SCALE AAR DP 03-10-03 : GOINGSTRENGTH 3000 TO 3300 AG USTIN P. DUEN N IN RING DEPARTMENT :JOB NUMBER I DEPARTMENT E G EE D ENGINEERING DE EN AS ALTERNATE STANDAR DRIVEWAY _Dwc. No. 10838 D DWG- NQ -CITY ENGINEER CITY ENGINEER 1 125 S.W. HALL BLVD. 13125 S.W. HALL BLVD. 3 I I. TIGARD, OREGON 97223 TIGARD OREGON 97223 WAY DRIVE I VOICE. 503 639 .171 COMMERCIAL - VOICE. 503 639-4171 w W c ) CURB TIGHT SIDEWALK MARCH 1998 /. - FAX. 503 684 7297 FAX. 503 684-7297 { ) CITY F TIGARD R 0 CITY OF TIGARD 162 OREGON APPROVAL DATE OREGON 'APPROVAL DATE DWG NAME: : I 0838 AB C10 DETAILS TIGAR C10 SHEET jA r _U NO SCALE DWG. 10. 170 SAWCUT SURFACING MATCH EXISTING MATERIAL 2 TOPSOIL � OR AS It DIRECTED BASE MATERIAL JT. U n X U a .. o 0 a o v oc co U\ o i z a cnF (n Ln Nv (n¢� p cn a cn D in o cn cn J U Q gill a a Z I v I z I J a J J J K UOOF U< UOw a ) z( aQ Q \ J g M U In kU W W w Z m IoW a W�� Z Q o ��a NoW an Q 6" M/N 6" MIN 6" MIN BEDDING BELOW o IPE BELL c� W OUTSIDE 0F P 2 2cnk' Q Q WU W � mom w a IN i c� a Q a TRENCH FOUNDATION STABILIZATION,AS REQUIRED NOTE: 1. SURFACING OF PAVED AREAS SHALL- COMPLY WITH STREET CUT STANDARD DRAWING. 2. " JOINTS TO BE TACK AND SANDED. 3. SAWCUT SHALL BE TACK COATED .:WITH BITUMINUS ASPHALT EMULSION, = - .. APPROVED BY: NO SCALE _ ENGINEERING DEPARTMENT AGUSTIN P. DUENAS TRENCH DWG. N0. 13125 S.W. HALL BLVD. CITY ENGINEER TIGARD, OREGON 97223 BACKFILL /"+/.0 VOICE: (503) 639-4171 MARCH 1998 D C K f Y OF TIGARD 'FAX: (503) 684-7297 eee��) CT 80 OREGON - APPROVAL DATE uj'. loo I ao 0 voot O CONSTRUCTION NOTES w cn 7 THICK CONCRETE PAVEMENT MIN 4,000 Ll 1 LL 0 8 ( - AGGREGATE BASE ROCK 1 0» 2 F Flo- -w COMPACTED S UBGRADE PER GEOTECHINCAL W 47.0 f 3 V 1.5 EXISTING ROAD to 33.0 �; 7 6 0.5 0 11.0 SECTION` A 20.5 E X ROAD REMOVE EXISTING CURB &GUTTER 2%III Ill III mIli t 2%iii f 4 ¢ » -I I-- DRILL 12 DEEP HOLES INTO EXISTING CONC N 4 1 7 5 m 2 5 0 8 , 113 z 6 CURB & GUTTER. J d 6 PER CITY DETAIL DWG. NC). 120 0 w - w SIDEWALK Fit - 7 PER DWG. N0. 126 _ W: PER CITY DETAIL 0 LL BSE A ROCK UNDER SIDEWALK TYPICALLl SECTION O 8 PER 'CITY DETAIL L DWG. NO. 126 ( ) SW DARTMOUTHS'fa w< z SCALE* : 1 = 10 m w U ,1 W to I- CONSTRUCTION w O z- N 1: 4__THICK .ASPHALT CONCRETE _ 0 x m 114 2 9 C MIX ON 2D, B MIX M ui 00 Y 1 f » D w 6 .0 6.0 .18.0 -18.0 ASE :ROCK 00 a.M 15 ..AGGREGATE B 11.5 � 2 U 0 12 1 ill _ 0 5 1. 1.5 3f7 ( » D, 34 Y - 0 LEVELING -COURSE c.) _ x 2 5% f w A `SPEC cn 3 . '.COMPACTED -SUB ADE PERGEOTECHINC L 0 6 8 Li ;m 1 w oCURB&GUTTER PER CITY DETAIL toill5 4. Ln 4 toot 2 DWG. N0. 120 oM > 7 �l _ 6 00 00 W0 3 = M O�- I 5. 11.5' WIDE SIDEWALK ;PER CITY DETAIL (DWG.NO " ao rW v 0 00 N SIDEWALK / UNDER O 1`7 6. BASE ROCK U O\ N W 00 TYPICAL L SEC'1I"10 PER CITY DETAIL( �DWG. N0. _126 a o �0 S 7®l' E AV. Z 1 o . + FROM 2% TO 2.1 .SEE SHEET C5 f 00 .QQ 5 5.4� as 7. SLOPE VARIES a �-N¢x a V® w ,a w go La D w g w _ 10 CITY .DETAIL DWG. N0. 1 SCALE. 1 SIDEWALK PER C T 8. 6 WIDE SID ¢-- - z z W I--xu.9. EXISTING RETAINING .WALL E W> <W w JO ¢ J Ll (n d on �1 2011 TYP.--F C Mongolia M W - t goologg goolligoo 32' GROUND X145 ° I 18 6i 12 v SEE POST SUPPORT DETAIL 0 O 1. 'MATERIALS`. > w O �- -2" X 2" X 6311,12 GA, GALV, PERFORATED STEEL POST, 3 2 1/2"-X 2 1/2 X 18", 12 GA, GALV. PERFORATED t- GROUND STEEL STIFFN ER POST. tool 0 IN 2 1/4" X 2 1/4" X 36" 12 GA, GALV. PERFORATED m 1�i / STEEL ANCHOR. Q 3/8",X 3 1/2", GALVANIZED HEX HEAD BOLT WITH 0 LOCK WASHER, 0R 5/16",CORNER BOLT. N 7/1611 X 511 i GALVANIZED CARRIAGE WITH FLAT AND - a LOCK WASHER, 2 BOLTS PER RAIL PER POST. (D » ti cn 33 rte. O 2" X 8" CROSSRAILS-PAINTED WITH REFLECTORIZED m m m RED AND WHITE PAINT. o V) 'r' c c v !n`MM -:•- p p C �;ti LO C co rn d o "- c O 2. SEE MANUAL ON UNIFORM TRAFFIC CONTROL' DEVICES Off,� - - FOR STREETS AND HIGHWAYS AND THE OREGON cn NE2 E O 3,o = ,o SUPPLEMENT. w c02 CD w Ill i ' 1 BARRICADES 2 0 cell O 3F- ; cn c ,- oa)o _� 6C 8 BARRICADE DESIGN o•> U 61 BARRICADE APPLICATION o •-III I J POST SUPPORT DETAIL 3. ALL MATERIALS AND WORKMANSHIP SHALL BE iN PR 0 TATE OF OREGON D F WITH THE CURRENTS �G ACCORDANCE WI STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION GIN 49� Owl 14,758 ?� r 4. BARRICADE FOR SIDEWALK IS SIMILAR. i OREGON o cb APFROVED BY: - NO SCALE 9� yjLO 74ary 23'� AGUSTIN P. DUENAS� A• ENGINEERING DEPARTMENT STREET DWG. NO. 13125 S.W. HALL BLVD.CITY ENGINEER c. TIGARD, OREGON 97223 :EXPIRES: 12/31/2012 VOICE: (503) 639-417 1 MARCH 1998 BARRICADE R R I C A D E CITY OF TIGARD FAX: 503 684-7297 192 OREGON APPROVAL DATE OCONSTRUCTION NOTES ;- 1., 8 THICK .ASPHALTIC CONCRETE '(Al 3" MAX It C�! _ 13.0 VARIES -2 11.0 31.5. 12 1 0 AGGREGATE BASE ROCK � " 0_ a 1 15 3. COMPACTED N T D SUBGRADE PER 'GEOTECHI CA L SPEC _ 2 D% f - 2.5 -Al F N 4. CURB & GUTTER PER CITY DETAIL to . NO, 120 (DWG. tool 4 5< 5. 13' WIDE SIDEWALK PER CITY DETAIL (DWG.NO 1 z Follow 7 W 2 6 ' 6. BASE ROCK ::UNDER SIDEWALK PER CITY DETAIL DWG. NO. 126 1_ �L SECTION _ Y 1 C C 7. 4.1 .MAX SLOPE SW 72ND AVE. qq e 14+06.2415+X7.5 8. _ 5:1 MAX SLOPE f SCALE. 1 10 • kgi SZE `� _ _ _ -- I I IE 203.09 _ I I I ta- -1 ) 'I >' 15 f 0 woo 1< um LL LLI CC BAR ;IS ONE INCH ON" ....DATE: ORIGINAL DRAWING 0 1 It 40811 DESIGNED BY: CHECKED BY: I AAR DP JOB NUMBER 10830 DWG NAME: 2 : 10838 C11 DETAILS TI CARPAR""`i"1AL PLAN tum 48 x33" OUTLET D as C11 • SHEET _ _SCALE .1 5 a • • - •- • • ■ • • ��L'I■IIlliaalla® 1111®I'IIIW/III'II�. x:71 as • • � • • � � • • • �IIII�IIII IIII 11;1■1!111�111'I® -- ♦ l 1 ♦ ♦ ♦ ♦ I i • • • • IIIL``J. IIII�IIII 11!I®1,111`_JJIILI� ♦ (rel Ask • - , .. • - • • , .• e • ! ! •. ._!. a �► - DETAIL No. 00 M Q METERS TO BEST SERVE THE -DISTRICTS REQUIREMENTS, BACKFLOW DEVICES ARE 1 ar as REQUIRED ON ALL SERVICES' 1 AND LARGER`- E SECTION CROSS CONNECTION O Q SE HORIZONTAL ..:...VOLUME OF THRUST BLOCK Artts CONTROL AND BACKFLOW ASSEMBLIES 1N CU YD (VERTICAL) / BEARING AREA OF THRUST BLOCKS IN SQ FT s (v ) 15. BANKING `OF METERS ADJACENT TO THE ENTRANCE J NCE OF A PRIVATE STREET ONTO A DEDICATED PUBLIC STREET WILL BE REQUIRED WHERE POSSIBLE OR PRACTICAL. m I EXCEPTIONS TO THIS GUIDELINE WILL BE MADE AT THE DISCRETION OF THE DISTRICT (n ENGINEER. -a 6: AN RELOCATION WORK WITHIN `EXISTING RIGHT OF WAY REQUIREMENT OF THE THAT IS A W 1 Y E a F - WILL BE PERFORMED 'BY DISTRICT FORCESAT THE OWNERS EXPENSE ON A _ DEVELOPMENT to TIME AND MATERIALS :BASIS. A DEPOSIT IN THE AMOUNT OF THE ESTIMATED COST OF THE <I E 0 W WORK S -RE REQUIRED PRIOR TO PERFORMANCE OF THE K. I E WOR Q U. of 17. VAULTS FOR METERS LARGER THAN 2 SIZE ANDVAU TS 'FOR BACKFLOW DEVICES oloolosts to NORMALLY ARE INSTALLEDTHEN. CUSTOMER'S IN AN EASEMENT ON T MERa S PROPERTY AND LOCATED F- W OUT OF TRAFFIC OR SIDEWALK AREAS. SUBMIT VAULT LID AND ACCESS SIDEWALK DOOR W DETAILS SHOWING SUITABILITY FOR H-20 LOADINGWHERE VAULTS MUST BE INSTALLED IN FITTING SIZE ' .TEE 0 90 BEND 45 BEND 221/20 - 'BEND 111/40 BEND 4 13 1,8 1.0 1.0 1.0 6 2.8 4. 0 2.2 1.1 1.0 8 5,0 7.1 3.8 2.0 10 12 113 16.0 8.7 4,4 2.2 16 :'20.1 28.4 15.4 _ 7.8 3.9 20 31.1 44.4 24,0 12.3 6.2 24 45,2 64.0 34.6 177 89 FITTING SIZE BEND ANGLE a 45 o 22.5 11.250 4 1 1 0.4 0.2 " 30 6 2.7 1 1.0 0.4 8 4.0 1.5 0.6 12 8:5 3.2 1.3 ' 16 14.8 5.6 2.3 TRAFFIC .AREAS. / Q A 18 D / ANY PERMANENT APPURTENANCE THAT IS ABOVE SIDEWALK AND/OR FINISH GRADE SHALL ::VALUES BASED ON 200 PSI ,a '.0 ' WATER PRESSURE AND 2 000 PSF BE 18 MINIMUM DISTANCE BEHIND THE SIDEWALK. N0 PERMANENT APPURTENANCE, SOIL BEARING ol J n STRUCTURE OR PLANT MATERIALS -TREES SHRUB TC. ARE ALLOWED WITHIN 18 OF D 8 S E / SHRUBS, \ Q t ) F- DISTRICT FACILITIES (I.E., METERBOXES AIR RELIEF VENTS ETC.). FENCING, as HALL B `A MINIMUM 0 HYDRANTS. / VEGETATION AND SHRUBS S E F 36 FROM FIRE m , f D .REPAIR OF ANY DAMAGE TO THE DISTRICTS FACILITIES INCLUDING BURIED WATER LINES 0 19 CITIES a. o. VALVE BOXES METER BOXES COMBINATION AIRVVVVRELIEF VALVES ETC. SHALL BE MADE AT , \\ \\ G \ e \ .a 0 o .\ THE 'CONTRACTORS ;EXPENSE. THE `DISTRICT AT ITS OPTION MAY MAKE b THE REPAIRS TO o. U o. o J o 0 0 INSTANCE, T R WILL- BE BILLED \ 0.'FACILITATE MAINTAINING SERVICE. IN THIS:THE - CONTRACTOR . \ \ 0 0 O REPAIRS ON A TIME AND MATERIALS BASIS, \ 0 FOR THE E S. /Z,\ \\ \ \\ \\ \ w \ 'J a 1-- ND BE TEE , VERTICAL BEND W LI_ LI_ O LIJ d' 1 0 o 0 / Ll m \ \ w --e.�2q/ 0 /, //. //. U % - W L (n F- V w Z N '(n N x m wt Y I W Qo W M 00 U 0 Y I U x 0 D' CLW N Q W m I.7 O.. J I � - 00 ...,W U to _I ao U FITTING ROD BILCO DOOR* SIZE SIZE EMBEDMENT 411.121# #6 " 30 n- " 14 -16 #8 3611 / u Ir \ \ r \ D , NOTES. o \ 1 THRUST BLOCKING AT ALL TEES BENDS AND / ENDS OF PIPING \\ /ON RETE BLOCKING 2 C C OC ING TO'BE POURED AGAINST STRADDLE BLOCK UNDISTURBED EARTH 3 ALL CONCRETE TO BE CLASS 3000 .'SEE DETAIL No 200 4 INSTALL 12 MIL TOTAL THICKNESS POLYETHENES HEET AROUND FITTING. SECURE SHEET ENDS TO PREVENT INFILTRATION OF DIRT BETWEEN SHEET AND PIPE FITTING' PRIOR TO POURING THRUST BLOCKING 5 PROTECT MECHANICAL JOINT FOLLOWERS AND BOLTS FROM CONCRETE WITH TEMPOARY FORMS AND POLYETHENE SHEETING SEE NOTE No 3 THRUST BLOCKING DETAIL No. ,o w MM DETAILS / 2 0 0 0� M TualatinValle Pater District N W r N a0 rt,% Ill CNNQX 1. we 90 W .. Ll Li w:2W :2QJ QH F- z LL _ z WF - Of w w> OWw J Q J cn w I.J.cnn_::)x toll OLYMPIC FOUNDRY VB910 ,, if ff VALVE. BOX AND COVER _CLASS , C COMPACED :NATIVE - •-- 'NATIVE :MATERIAL ' WITH "W"CAST IN THE ' - MATERIAL AS \ TOP SURFACE ` \ C SPECIFIED PAVEMENT \N1mll \ \ HAND TAMP BACKFILL w ,. / ` AROUND TOP SECTION 4" MIN 12" MAX o a `/\ ; • W W so- D Q IL M 6" TYPEPSNI SDR 35 PVC, D3034 6" PIPE 6" PIPE SPACER �0 LENGTH AS NECESSARY 2411 MI Z II o OPERATOR EXTENSION ExIsrlNc .PAVEMENT TRIM EDGES TO w REPLACEMENT PAVEMENT SOUND PAVEMENT -(SEE DETAIL No 5) x MIN ... _,_._...,._ CLASS _ D \ \ COMPACTED.GRANULAR BACKFILL AS SPECIFIED Flat \ \ ,\ ., UU CL 0 a /\ \ \ \7N \ .\\ \ \ \ \ \ \ \/ : ,: :•. _.` W cWn � ami ///// NOTES. \�\/\/\�\�\/\� a m U-) z \\\\\\ �: / ; �' � 1. VALVE BOX NOT TO REST E _ LO � ON OPERATING ASSEMBLY cn M M \ %\/\/ : ' \//\//\/\\ CLASS "E» _ o o .\ \ \ :' \ \ \ `0 I� 2. OPERATOR EXTENSION - a i//\/\// //\//\// COMPACTED GRANULAR Co � Cd REQUIRED WHEN VALVE NUT o \ \//\/ tx 0 N / / BACKFILL AS SPECIFIED . - w \�\ \\ FOR THE TOP 12 INCHES v> _ C� io IS DEEPER THAN 3 FEET w g r / // // E 0 0 ,j \/\ 5 0 cel o FROM FINISHED GRADE _ aI-' ° o // < a) In LO 3, CENTER VALVEBOXON g O cwj AXIS OF OPER NUT o \` .:,, , .. /\ = o � In : -- v Uj 4. PROVIDE 24" SQUARE BY 4" THICK a//\ p CONCRETE PAD AROUND VALVE CLLIJ CL BOX OUTSIDE OF PAVED AREAS - a o_ m PRO n tG� F� •��� GINF U�� 5. VALVE BOX COVER SHALL BEA O MINIMUM OF 2% " IN LENGTH 14,758 9 DETAIL No DETAIL No. OREGON TYPICAL GATE VALVE TRENCH BACKFILL � o d � SETTING DETAIL AB VE THE PIPE ZONE -Y o g Tualatin Valley Water District G 3 ' � 'TualatinValle Pater District 2 , a,•y 3,,, _O 2 � THRUST BLOCK SEE NOTE 4 RETAINER GLAND SPOOL FLGx PE SEE NOTE 1 i FLOW IT 1 L3t0*jAv 6„ MIN jol LADDER MEETING OSHA REQUIREMENTS SEE DETAIL 300 AND SPECIFICATIONS DOUR GROUND LINE 3" MIN 6" IMAX CONCRETE BALLAST SEE NOTE 2 �i rT IC �� wR TUALATIN VALLEY WAFER - TO LOCAL PLUMBING A. -- „ " 18 MIN DISTRICT STANDARDSTCODESTANDARDS SIDEWALK ADJACENT TO CURB EXPIRES. 12/31/2012 24 MAX S DISTRICT APPROVED BACKFLOW DEVICE VALVE RISER - - -F - FLANGE COUPLING ADAPTOR COMPLETE SEE NOTE 3 18" MW 3„ MIN SIDEWALK 6' MAX BREAK FLANGE X\< / P - \ U J \ l \ J EXTEND DUCTILE IRON PIPE \ 5 MIN.OUTOFVAULTTO / Q \ \� ��\ \ \Nk PROTECT FR M BREAKING \ \ \ \ O \ \ DRAIN ROCK POCKET U) DUE TO VAULT SETTLEMENT. //\//\//,\/�\//\\��\/ i 4 CU FT MIN is=. W `I- „ ' 6 DUCTILE IRON PIPE -.4a \ \ d a ^. , Q LE CHECK VALVE , ' ASSEMBLY PLAN \, / r \ 6 MEGALUG`.RETAINER / RAIN TO CURB OR , LAND EBAA IRON) G IO RM RAIN � ) i STO D \ \ 1. CONCRETE PIER 6 GATE VALVE If BLOCK FLG x MJ / \ / / - MJ x 6" FLG TEE - / \ / /SEE NOTE No 1 / \ / \ r THRUST BLOCK 1 \ / ISOLATION BALL VALVE / - 3 MIN CLEARANCE ON OPENED OS&Y VALVE SIDEWALK WITH !PLANTER N COUPLING FLANGE COU G ADAPTOR " SEE NOTE 5 18" MIN - INLINE CHECK VALVE STRIP AT CURB i' n 24 MAX o' O 0 RODENT SCREEN S i Ir Sim - IDEWALK 3 MIN CL _ 6 MAX BREAK FLANGE doll „ STANDON 12 IN PIPE STAND r \ TYP t I AY R . DRANTOD DAYLIGHT O LG \ / / / PROVIDE 113 -HORSEPOWER 0 STAINLESS STEEL SUMP PUMP. \\ r ELEVATION SEE DETAIL 310 AND 320 FOR SUMP DETAILS. 4 FT(REF) ; LL SIZE UTILITY VAULT* BILCO DOOR* 3- 6607 WA - J 5AL 4` 57I -WA J-5AL 6- 676 WA - J 5AL 868 lltsssssl i -WA JD-3AL 10 5106 -LA JD-3AL NOTES. Li O S T. CONTRACTOF? T08EALALL OPENINGS IN VAULT WITH NTE: LU NON SHRINK iaROUT 1, FOR CONNECTION TO EXISTING MAINS USE TAPPING SLEEVE t 2. CONTRACTOR TO INSTALL CONCRETE BALLAST 3 CU. C YDS MIN AROJND RASE OF VAULT WHERE FLOODING N ACCORDANCE I A RDAN E WITH DISTRICT CONSTRUCTION SPECIFICATIONS. OR HIGH GROUNDWATER EXIST 3: CLEARANCE BETWEEN WALL AND DEVICE 8„ MIN., 2. PROVIDE A 3 FT CLEAR SPACE AROUND CIRCUMFERENCE OF FIRE HYDRANT. - 12" MAX. EXCEPT 8" MIN 9" MAX. FOR 660 -WA VAULT 4. THRUST BLOCK 1'-0" MIN THICKNESS 3. PLACEMENT OF CONC, AROUND FH IS PROHIBITED. : 5. FOR USE ON L IRE SERVICE LINE. FOR DOMESTICBAR IS ONE INCH ON" DATE. SERVICE SEE DETAIL BF 105. ORIGINAL DRAWING "OR EQUAL" APPROVED BY DISTRICT ENGINEER 0 1 as 4/08/11 L) SE No, DETAIL No DESIGNED: BY. CHECKED BY. DCVA FOR l SE WITH FIRE HYDRANT ' c FIRE SERVI �.E LINE STANDARD INSTALLATION 101 TualatinValle Pater Distrrct Tualatin dater ct AAR DP Valle Distri Valley JOB NUMBER 10838 DWG NAME: 10838 AB C12 DETAILS TVWD '..SHEET . C12 PROPERTY LINE AND LOT a IRKED IN W RITE — — --8 PUE NUM BERS M 7 0 d w _ z ACE 0 F CURB 4 PAINT T ON F O / • 1 1 J v — 6 \ o 5 \ NX \ o 10 \ 1 d / a .. / / / / / / / / \ \ \ \ \WAY \ol T OF RIGH J Li » Q 2 0 H —i Z .EASEMENT w W TIFF v m 0 m r H— » w c� 3.6 12— U Z Z Q Q I QQ _ W LL TY LINE: s I p PROPER H BASIN ' .. ND ATC 5 & ROU C / a / / / 18 T&G OR S / / \ \ / / �t ae \a/a \ / e a 0 1 \ / / \ / I Q_ U 'o ' `I w AFTER MAN FACT KERING: Q U _ I FRETAINER GLANDS m W 0 wWITH'FABRI FABRICATED GRATE, GALVANIZED '^ 2 REQUIRED \ ``U U Q hJUJ 0 I\ L. Ir W 0 W LATH _ o OFSa 9 MIN STANDARD COLLAR 0- _ T HRUS TB LOCK Q ON PROPERTY LINE I . ' (SEE DETAIL 200) 3" MIN. PLAN N - v PROPERTY LINE PLAN SEE _NO TE No 1 6" MAX. v „ ROUND CATCH BASIN NOTES:. 16 TBGORB&S OU GRATE G Q '-WITH FABRICATED, ALVANIZED a. IRON ROD 1. SEE DETAIL 10 1 FOR VALVE AND CONNECTION. N. AFT ER MAN FACTUR ERING; 'PROVIDE D 18.MIN 6 .' " HOLES SPACED AROUND 3" �� PROVIDE A 3 F T CLEAR SPACE AROUND FROM FLOOR OF COVER WITH LAYER 24 ...MAX 2. P f OF FILTER FABRIC TO PREVENT GRAVEL G CIRCUMFERENCE RENC E OF FIRE HYDRANT �I FROMM ENTERING SUMP. -r / f / / 3.PLAC EME NT OF CONC, AROUND D FH IS PROHIBITED. (BITE D. \\ PLAN b / r 1 MINUS GRAVEL FILL < (I If V TION BALL VALVE 1 (SOLA 3 MIN AK FLANGE BRE II 6 MAX INLINE CHECK VALVE ELEVATION s . r�>• / \ E ,r — • .. CU ... SIDE / / , f IN. - STOMER _ Cho 0 12 M O \ / / \ / / / s / / / Q / / \L Ll L0c� r \ \ HT OR \ DAYLIGHT DRAIN TO d' / INSTALL SUMP PUMP SEE \ \ \ TION STDS m N CONSTRUCTION I TRICT CO ' O \ CIO room DS a ;+ / _O \ Lfl PUMP SPECIFICATIONS / / FOR U EE _2 � C / RECOMMENDED / COM / RE o ET' \ \ OCK \ CK P \ DRAIN ROCK \ \ca \ \ I U Cn coM G \ 0 \ \o ,� NT R DE O / O / 20 / OVER 15 IN. C 4CUF T MIN . -c / / \ EN \� SCRE DUCTILE cc m IRON PIPE 0 N . DISTRICT INSTALLED CUSTOMER SIDE E .O 1 _d M O _ O , O U U c,. cri no CD IWca Cn LO ::+-+CD / �-- - Civil ONOTEs..ELEVATION METER o SECURE a \ \/ , \/ \\ , 'o 4 o \ \\ T 1. S ECUR E W E R C O RD TO SU M P P UM C UR B STO P J C.0 0 0,F , - U+c sZ / tv ELEVATION DISCHARGE PIPING WITH NYLON CABLE nJ C / 1 / 2. MANUFACTUREFACTURE GRATE CUTOUT 3NOTCHOR DISCHARGE PIPING. GRATE 1A6 FT. 0N PROPERTY UBRANCH /// SHALL REMOVABLE WITHOUT PNR0 / DISASSEMBLYOF DISCHARGE PIPING.. LINE AT8FTMEGALUGAER PUBLIC UTILITY TYPE Ksoa GLAND (EBAA.IRON s.PROVI POWER SOURCE AS REQD FOR PROPER ALIGNMENT OF GI9FOR SUMP PUMP. COPPER I�L.L.I.14 758 W 9 CONCRETE PIER 0 BLOCK -_DETAIL No. m c ' ALT E BNNAST TIVAE LL1AT ION - DETAIL N DUAL LWA TER S ERV I DETAIL No. DETAIL No. 1_1/2„ &2 METER TYPICAL INSTALLATICE O 4 O R E GO N w FIRE HYDRANT c Tualatin Water District INSTALLATION Tualatin Water District I ON END LINE 1 TuaatinValleWstar District nBryz3 ,9o o FE `Q W A. ,R 00 M31 2012 'EXPIRES. 12 000 F— m W Q J J w <C h- U LL 0 Z `W m O F- oolool ilk w Q F— w w N TREE TIES STRA P TYPE (nN Ld x GRO— STRAIGHT I— d- Q M 2-211 X 2 X 81 P.T.D.F. J i U STAKE, CONSTRUCTION GRADE d - J Q C) FIRST BRANCH Q TREE WRA P TO H o' W 1- - OPEN BURLAP ABOUT m X FOLD BACK AND UNDER O w cn , RAINWATER COLLECTION v� 2 DEEP Q` z BASIN THOROUGHLY WATER IN. Q m J MULCH TO GRADE U_ 3 BARK MULCH WHERE SPECIFIED In w FINISH <G `GRADE TREE TIES STRAP TYPE J CURB & GUTTER, TYP. GRO—STRAIGHT » Q h— U SEE CIVIL DRAWINGS 1LU Iw 'd- kill` o- .' a 22 X 2 X — 8 P.T.DF. T r . - _ RADE , �._ ._ RUCT 0 , - __ _ _ AKE CONST rn � ST ... a 43 .- / f HAV c0 -` _ IRANC Uj .__ „ IRST B , . _ WRAP _( ?REE . i r X r- I l r SOIL PLANTING .. � PLA h— _ PARE r .. pRE _ TRUNK _ :ABOUT — BURLAP _ � N B , OPE III , �` .. w ,. W _ -FOLD � ,B ACK AND UNDER I s l_ lool , r T Q rl r I , IIS I r r, �.,-1 � _., I 2 DEEP RAINWATER TER C OLLECT ION co II: to I , 1 r r, r' 7. I BASIN. N. T HORO U GHLY WATER N. DRIVE STAKES A MINIMUM Z MULCH GRADE 0F 12 OF 1-r r r : t ,-f 3 BARK MULCH WHERE SPECIFIEDLL , m _ — U 1 _ I Y Iloilo Ii I _—II.I II :---I -:, _I I IIII I IIi_ II I:Irk C.U.C STRUCTURAL RAL SO II I , / , , _ II II I : I —E XIST ING SOIL LIJ W , I U : I I I _ ! —I I _I . PREPARED PLANTING SOIL _ I I_ I. _ I I I I � I I : _ I II I __ U X AS=BUILT A MINIMUM O DRIVE STAKES TIMES TWO T ,213 w . ®2 OF 12 OF RESISTANCE. ATE 0 ROOTBALL SIZE AllBAR IS ONE -INCH ON DATE. wM: m AA ORIGINAL A DRAWING 0_ Y 0 0 1» 4/08/11 11 ; N N • aoTREE v _ . d- Wit- DESIGNED B Y. CHECKED BY: • • . w(n 00 N N h- ESE AS -BUILT UILT DRAWI NGS. HAVE BEEN .PREPARE -: � � THESE P” 00 wU AT10N COMP ILED` AAR D O I, DETAIL IN PART ON .THE ..BASIS OF INFORM r7 M " CONTRACTOR OR I ' PROJECT .- BY PRO E ' AND FURNISHED B b 6 �I' INSPECTOR AND OTHERS THE ENGINEER IS iNOT JOB NUMBER O 0 O ERRORS OR OMISSIONS 1 » . N.T.S. RESPONSIBLE FOR ANY E .- N (NUJ C7 » SCALE ' — � 0 TIS;' ALE. 1 ' 2 ED .INTO H SC INCORPORATED d \\L1= WHICH HAVE BEEN10838 lo,olooloo1l 1iol,O DOCUMENT. FIELD VERIFICATION OF CRITICAL FACTS .... .. \\Z ( AND DATA SHOULD iBE MADE IF THESE DOCUMENTS '' A WNN d X ARE TO BE USED AS A BAS IS FOR FUTURE WORK. DWG NAME: 41 ..atil 10838 AB C13 OFFSITE _w Ll w w :2:2 Q J Q-- - SHEET C13 z w looloolo W LL MIN mi;illl INS w>ww III J_ 0 Q J Lt:. (n d O'X