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Plans (18) p1 II11 12016 - 003 • 0 GENERAL CONDITIONS RED ROCK CENTER . ,. s ., ., .3 a a N ,-- \ \ S et Lfl til < CI 1. THE CITY'S STANDARD SPECIFICATION FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM CASE FILE: PDR g/N 2008- 00003 9 I TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS", U.S. DEPT. OF TRANSPORTATION, FHWA, 1988 ED. TAX LOT: 2S101 AB - 300 & 3100 , f i , -;., ;•1 I t 2. TRAFFIC CONTROL SHALL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH THE < cr JUL 1 F; 2013 - CITY'S STANDARD SPECIFICATION AND, ALSO, IN ACCORDANCE WITH A CITY (JOB SPECIFIC) NW Y4 OF THE NE Y4 OF TAX MAP SEC' f f f f SW BAYLOR ST 1 T2S R1W WM . z < p,' APPROVED TRAFFIC CONTROL PLAN. A COPY OF THE APPROVED TRAFFIC CONTROL PLAN (.D - •-1,- 1- el ,ii.' 4t, SHALL BE AVAILABLE AT THE WORK AREA. WASHINGTON COUNTY OREGON . , < b i I .;, i , ... f... . < 0 3. PUBLIC ROADWAY SHALL NOT BE CLOSED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST LU 0 m OBTAINED WRITTEN APPROVAL FROM THE CITY ENGINEER. THE PERMIT HOLDER IS SW CLINTON ST RESPONSIBLE FOR PROVISION OF TIMELY NOTIFICATION OF TRAFFIC FLOW DISRUPTIONS TO o o AREA WIDE EMERGENCY SERVICES (TIGARD POLICE DEPT., TUALATIN FIRE & RESCUE) AND TO o z z TRI-MET AND TIGARD AND BEAVERTON SCHOOL DISTRICT. SW DARTMOUTH ST SW DARTMOUTH s /- SITE 2 2 1- « w 4. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL CITY OF TIGARD ............•...•...../....... .............. ..... •••••••••••-••••••• .................... > > LU LLJ LU Z MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE ___ ____ _ ............. VVASHINGTON COUNTY .................::::: 5 _1 _1 UJ Li..i z (7) CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE INITIATION OF CONSTRUCTION WORK. 1 ,---,11(1..,-- '''CM' '.''.'' --it ' '' "'7"'"' 'Ti ' ''1754"0;74.,tra '.:'.4' .1* ; r,, ' ---- 7.4•':- ."'t* --„,.7"."4",,,„ W IX 0 5 L.I.J t?' ' 4- 101 4 Pt A 4 I ge - - ' -,--, - •:r - ius------''''''''.."4 -4 OREGON s :::::::::: 0 0 v) x SW ELMHURST ST 0 0 Y 5. ACCESS TO EXISTING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES, INCLUDING NORMAL 6$ t, C) Li- L- DELIVERY SERVICE AND MAIL SERVICE AND IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE < ---- , . ....., , .04 UNTIL EFFECTIVE ACCESS IS ESTABLISHED w g. ''---%1:*:1:1T: : 4 '.,- '," ..,„ ,,, ,..,,,„ „,,, Fr - ,L ' i'; 2 2 `"'11 .4 - t t ti' -• *''''. : ''7"" 217 6. TRAFFIC CONTROL DEVICES, FLAGPERSONS, ETC., SHALL BE IN PLACE PRIOR TO INITIATION OF cNI TV ..4t. Ills- • -A6, fii ,t,; - 1 . , M I:::;,0:::? A c - ' - ‘i. Y, .. LT T_ co F a o CONSTRUCTION WORK AND SHALL BE EFFECTIVELY MAINTAINED. '1 •-::-;,,,..--...,.-.•.1 11 isl ....z -.7 1.-. ti, -. . 0 0) CO LLI ILI LU --,."--,-:- ' (-A ?t. 1 4- r, CO (0 0 0 0 .11.111.L.9 i _ I t ' 0 0 0 7. NO WORK WILL BE PERMITTED DURING THE HOURS OF DARKNESS, NOR BETWEEN 9:00 P.M. tn U) v) < < < TO 7:00 A.M., MONDAY THROUGH FRIDAY NOR BETWEEN 9:00 P.M. TO 8:00 A.M. SATURDAY, mp:-. ,7777r-,I „.--, „ ,,,,777/7 - 42i,;(...1 , ,y-yeir,5,9,,,,,400-:•,;-V/ 10,.;4 - , 0011,7N=cs.•'s - -------irrrf., > NOR BETWEEN 9:00 P.M. TO 9:00 A.M. SUNDAY. 41"(" / ' ,01. 11 1).-01 Ii I 11 i R7 , 7 . 1 SW BEVELAND ST /V/-7///,7,0,7a19A ':;4‘"'" '''' ' r-7-- 4,••4-4 '44;fty' ''-' V::": ' k A 1-- .(;;117//-*W011 - - - iv 1 I . 1 , 8. MINIMUM TRAVEL LANE WIDTH SHALL BE TWELVE (12) FEET; PEDESTRIAN TRAVEL SHALL ALSO 11:/ ,1,' i' '' i'; 9 r-- Lo BE PROVIDED FOR. „,---/ ./.-4, ,a 1 A' ' A *Lh (0 in p• in co - -/ c/ 3: ''',- ' q \ g it,• -ci- N- = 1 SW HAMPTON ST cf) - (J) ca N. 9. THE CITY RESERVES THE RIGHT TO ADD TO OR MODIFY TRAFFIC CONTROL REQUIREMENTS AS 7,4, ,.,, t64444.: , ,, ,..-----..- , .,, ;„ , ,--•.,„ • , NOT TO SCALE um.. 1 ;I LO c6,00, -0-Hs MAY BE NECESSARY TO EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. L,,,.,,,,,,,„,„.,,,,,,,,.....„.., ,, -,- , , . c, E / "?./ 7 „,,f7/7-#77 .„...:; i ' ''', . / ti 1 11 4 ./„44- 1 , e - ' in a (11\1 I-I ; 71;rc's-) • (0 10. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL CONTACT THE /-,,./.N--.,-,; ;, ; ., f',4 ;tt VICINITY MAP c?, ,0 Ce CL CITY'S PRIVATE DEVELOPMENT REVIEW ENGINEER, (#639-4171) TO ESTABLISH A PLACE, TIME, /444 ", I 0, - 0 c., - AND DATE FOR A PRE-CONSTRUCTION MEETING. ,,,,..,-..4‘ -,-; cs\r\ -, ;t. 1, ef',, I N.T.S. csgl, -16-' i # 1 '4. ./ '', ;•.'. A: t \ Et 11. THE PERMIT HOLDER OR HIS CONTRACTOR SHALL NOTIFY THE CITY'S INSPECTOR AT I ..744 .'; 639-4171 TWENTY-FOUR (24) HOURS PRIOR TO COMMENCING WORK, TWENTY-FOUR (24) //,/./14, (\`''' I PROJECT TEAM . 0 C, (i) 0 ... IX) :1-5: o iz) CO • •••• co HOURS PRIOR TO ANY STAGED INSPECTION (SEE ATTACHED LISTING) AND AFTER COMPLETING /94.4 4 !? I $ k in .....I Ca. 0 0. WORK COVERED BY THE PERMIT. ' //,AT II, , lot 12. A COPY OF THE PERMIT AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED .///1` ;74---- 124'5.4'. '''t.--:L"'"72iilr OWNER/DEVELOPER ,,,, , ,,,„ .. . , ___ , ,, ,, ,, ,. CIVIL ENGINEER ,,,t) PROIc-% ,, c..,• 3- CONSTRUCTION PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. ALL SW ELMHURST ST 7/ '-, ;•,-, '/. - -,,...F • •• _.....' DOUG FRY PACE ENGINEERS, INC. ,,, \AGI NE*4- N WORK SHALL CONFORM TO THE PERMIT TERMS, CONDITIONS AND PROVISIONS AND TO THE _ ____,...... . ' - ' ''' i"'' '/_,NII ' ''''' 23077 SW NEWLAND RD 5000 MEADOWS ROAD, SUITE 345 49 C 4) CITY APPROVED PERMIT PLANS, AND APPROVED PLAN AMENDMENTS AND TO THE CITY'S L1.-; , M- i x ,z, WILSONVILLE, OR 97070 LAKE OSWEGO, OR 97035 6e 14,758 STANDARDS AND SPECIFICATIONS AND TO THESE GENERAL CONDITIONS. CHANGES TO ANY ' - ANDREW REITER, PE, PLS o OF THE AFORESAID MUST BE APPROVED BY THE CITY, IN ADVANCE OF WORK PERFORMANCE -y OREGON A3) SITE MAP andyr@paceengrs.com -}11, Itir 23 PH 503-597- 6 13. MAINTENANCE OF THE WORK AREA AND APPROACH ROADS IS THE RESPONSIBILITY OF THE " ' 32222 1P41/ PERMIT HOLDER. THE WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED IN A SCALE 1 =100PROJECT LEGEND FX 503-597-7655 A . CLEAN CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT EXPIRES: 12/31/2016 HOLDERS CERTIFICATE OF INSURANCE SHALL BE AVAILABLE AT THE WORK AREA. g SURVEYOR O 14. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY GECS CENTER LINES KIND UPON ANY PUBLIC ROADWAY IS STRICTLY PROHIBITED AND VIOLATION SHALL BE CAUSE NERAL ONDITIONCONT. PROPERTY LINES G&L LAND SURVEYING, DATE SEPT. 22, 1999 FOR IMMEDIATE CANCELLATION OF THE PERMIT. THE CITY MAY AT ANY TIME ORDER RIGHT-OF-WAY LINES LODESTAR SURVEYING, DATE OCT. 1, 2007 _ o IMMEDIATE CLEAN UP AND STOPPAGE OF WORK TO ACCOMPLISH CLEAN UP. 0 25. THE CITY'S INSPECTORS MAY, AT THEIR DISCRETION, REQUIRE PROVISION OF TESTS AND OR LOT LINES PACE ENGINEERS, DATE APRIL 24, 2013 REPORTS FROM THE PERMIT HOLDER, PERMIT HOLDERS ENGINEER OR CONTRACTOR TO DITCH LINE 0 15. EFFECTIVE EROSION CONTROL IS REQUIRED. EROSION CONTROL DEVICES MUST BE INSTALLED VALIDATE CLAIMS OF MATERIAL OR CONSTRUCTION ADEQUACY/COMPLIANCE. SUCH FLOW LINE o 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. W WATER LINEI-- CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE EROSION CONTROL. Ss SANITARY SEWER LINE Sheet List w ..... CA fx 26. THE PERMIT HOLDER SHALL PROVIDE A COPY OF A PROPERLY EXECUTED RELEASE AND SD STORM DRAIN LINE M I- o co 2 16. PROPERTY DISTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEDED WITH A STANDARD WAIVER DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION G GAS LINE Sheet # Sheet Title v) us co ...„ I GRASS MIX; SHRUBS, FLOWERS, BARKDUST, EXISTING SIGNS, PAVEMENT MARKINGS, ACTIVITY, AS EVIDENCE OF DISTURBANCE RESOLUTION AND OWNER SATISFACTION. UP UNDERGROUND POWER LINESX I •rn K-I MAILBOXES, ETC. SHALL BE REESTABLISHED, REINSTALLED OR REPLACED, WITH LIKE KIND UT UNDERGROUND TELEPHONE LINES C1.0 COVER SHEET (ON-SITE) w Z I- (7) AND MATERIAL. UTV > 0 LU 27. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. UNDERGROUND CABLE TV LINES C1.1 EXISTING CONDITIONS & DEMO 0 '-''' Li.1 cvp REPLACEMENT SHALL BE AT THE PERMIT HOLDERS' EXPENSE OVERHEAD POWER LINES 0 (T) Q 17. EFFECTIVE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL BE CONTROLLED WITHIN THE ' OHL OVERHEAD UTILITY LINES -- C2.0 CIVIL SITE PLAN / ...* WORK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC o el 0 0 0 c) 0 0 -- z i PROPERTY AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT 28. THE ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND CHAIN LINK FENCE C3.1 GRADING PLAN (CONTOURS) E tn°3 ANY TIME ORDER CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE FINAL LIFT OF ASPHALT HAS BEEN PLACED. x x x x x x WIRE FENCE Li °C) DRAINAGE CONTROL WOOD FENCE C3.2 GRADING PLAN (SPOT ELEVATIONS) z 0 29. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING, THE NAMES AND te-% t b- 7 © --,,y 41 STORM MANHOLE C4.1 ON-SITE UTILITY PLAN ,,.„.. . . z x 18. EXCAVATOR(S) MUST COMPLY WITH O.R.S.757.541 THROUGH 757.571; EXCAVATOR(S) SHALL Li.) 24 HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY TO (D 0- 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 SO EXISTING STORM LINE C5.1 DETAILS(1) < CASE OF ANY EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN - < W WORK. DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERSEXPENSE c.) < WRITING, OF ANY/ALL ASSIGNMENT CHANGES. C5.2 DETAILS (2) 0 ABBRE , 0 VIATIONS °- 19. CONTRACTOR MUST VERIFY ALL EXISTING UTILITIES FOR BOTH VERTICAL ELEVATION AND THE C5.3 DETAILS (3) o ,,, HORIZONTAL LOCATION PRIOR TO START OF WORK (POTHOLE BEFORE DIGGING IF NECESSARY). 30. 1...N _wRPIETIRNMG. IT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITY INSPECTOR CC z THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED ' AC ASPHALT CEMENT EVCS END VERTICAL CURVE STA pit_ PROPERTy LINE C6.0 1200C COVER SHEET (ON-SITE) AGGR AGGREGATE EXTG EXISTING PSI POUNDS PER SQUARE INCH W 3 r SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE NECESSARY, IT --' FA SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE. CHANGES MUST BE APPROVED BY THE "COMPETENT PERSON" RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP. C6.1 GRADING & EROSION CONTROL MEASURES I' z 5 1 437, DIV. 3 CONSTRUCTION, SUB-DIVISION P - EXCAVATIONS. THE CONTRACTOR SHALL APPROX APPROXIMATELY EX EXISTING PT POINT OF TANGENCY co x CITY IN ADVANCE OF WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK Z I WITH AFFECTED UTILITY AGENCIES. NOTIFY THE CITY INSPECTOR OF ANY/ALL ASSIGNMENT CHANGES. BCR BEGIN CURB RETURN EXIST EXISTING PVI POINT OF VERTICAL INTERSECTION C6.2 EROSION CONTROL DETAILS (1) W > 0 0 > us BVCE BEGIN VERTICAL CURVE ELEV EYE EYEBROW PUB PUBLIC C" 0 w Erui BW BOTTOM OF WALL BCVDT EgGLINDEvESR;TAL CURVE STA FF/GL Fl FIELD INLET RED REDUCER C6.3 EROSION CONTROL DETAILS (2) iii 8:i 20. A TEMPORARY HARD-SURFACE PATCH (COLD MIX AC OR HOT MIX BASE PAVING) SHALL BE H LDER TO PROVIDE FOR PROPER 31. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT 0 riDET roTAADINING WALL 0 < > PLACED ON TIRENCFES WITHIN FROADWAYS AT THE END OF EACH DAYS WORK. NO TRENCH, RIGHT-OF-ENTRY AND/OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF FF LI Nol SwH L IGNREA D E (f) E Ix ON SITE OR OFF-SITE, SHALL BE LEFT AT ANY TIME IN AN UNSAFE CONDITION. THE PERMIT RIGHT-OF-ENTRY OR F)ROPERLY EXEClJTED EASEMENTS, SHALL BE PROv.VIIDED TO THE CITY. CL CENTERLINE 0 < d y (f9 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 G/A GUY ANCHOR RT RIGHT 0 I THE PROSECUTION OF THE WORK. FAILURE TO OBTAIN OR PROVIDE FOR PROOF OF RIGHT-OF-ENTRY OR EASEMENTS. COMB COMBINATION CONC CONCRETE GUT GUTTER SAN SANITARY SEWER ST/SIR STREET 0 I X < - 2 C) I DI DUCTILE IRON PIPE IHEORZ 1-1NOvREIONLLvAlioN ConditCioniaC:rileCt:pFrov CC Om 0 O PP) 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 STA STATION STD STANDARD F-- LLI 03 CC 0 (ROADS, DITCHES, E-rc.) AS MAY BE NECESSARY, IN THE CITY INSPECTORS OPINION, TO HAVE THE CITY COMPLETE A PRE-ACCEPTANCE VIDEO INSPECTION OF ALL NEW SEWER LINES. DRAIN DRAINAGE LAT LATERAL CI )!. •i- 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 DRWY DRIVEWAY LT LEFT STM STORM S/W SIDEWALK ApprovedseLetLetter t 07:1424.2. Ubtfitd r"--- w x x AUTHORIZED BY THE PERMIT. CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS' INSPECTION. ANY DEFICIENCIES SHALL BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. DSGN DESIGN ECR END CURB RETURN MAX MAXIMUM ' E 1 CC m - EXPENSE. EG EXISTING GRADE [ 1 (/) • SEWER & STORM: CITY OF TIGARD MIN MINIMUM TEMP TEMPORARY Attached [ ] (R on < ELEV ELEVATION MH MANHOLE IC TOP OF CURB N.T.S. NOT TO SCALE TOC TOP OF CURB Permit Number: PL/r7 ta0/6 -00 3178 ---.4,- m ca 22 ONE AS-BUILT MYLAR DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY • EROSION CONTROL CLEAN WATER SERVICES (CWS) 0 -...‹ • E/P EEOP TW TOP OF WALL PAV PAVEMENT "di.'2%\s' -411-1-5-114` 9°‘' fiul- BAR IS ONE INCH ON PLOT DATE: , I:0 -J REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, ANY • STREETS: CITY OF TIGARD ESMT EASEMENT TYP TYPICAL 3Y:-WA- ____EiJte: '1- Ar1- / x.)tt. PC POINT OF CURVATURE ORIGINAL DRAWING I NI-et 5 IMPROVEMENT WHICH MAY IMPACT AN EXISTING PUBLIC SYSTEM OR FACILITY, SHALL BE • WATER: TUALATIN VALLEY WATER DISTRICT (503) 642-1511 EVCE END VERTICAL CURVE ELEV , 20,:s (i) PROVIDED TO THE CITY BY A REGISTERED CIVIL ENGINEER ALONG WITH AN ENGINEERS • FIRE PROTECTION: TUALATIN VALLEY FIRE & RESCUE SUPPORT PED PEDESTRIAN VERT VERTICAL 0 ...........4 1. 7/13/16 co iii c.) CERTIFICATION OF INSTALLATION COMPLIANCE (FORM ATTACHED). ... _.... _ DESIGNED BY: CHECKED BY: co(r)(oct 1 SERVICES (503) 642-0396 ,.....„ NATURAL GAS: NORTHWEST NATURAL (503) 226-4211 AAR BDL c°c<lcii, 23. A SEWER SYSTEM AIR-TEST AND (V.H.S.) TV TEST REPORT AND ONE SET OF BLUELINE • ' ; I I ift6'4'41"4(j OFFICE COPY 1 cj°''')ct, "AS-BUILTS" (OF EITHER OR BOTH THE STORM AND SANITARY SEWER SYSTEMS) MAY BE 0.4 JOB NUMBER EXISTING UTILITY LOCATIONS SHOWN ON THE DRAWINGS ARE _ •• ' z I REQUIRED BY THE CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY MONUMENTS AND BENCHMARK ' - a..tor•-•<x APPROXIMATE ONLY AND ADDITIONAL UTILITIES MAY EXIST. 16802 •• BUILDINGS TO THE SEWER SYSTEM. LA t.Liu.i LLJ mui CITY OF TIGARD, BENCHMARK NO. 167 ELEVATION = 221.84 FEET 2-1/2" BRASS DISC IN CONTRACTOR SHALL HAVE UTILITIES LOCATED IN ACCORDANCE WITH -...., 7" mmm.,:t_i THE WEST CURB OF S.W. 72ND AVENUE AT THE WESTERLY EXTENSION OF THE NORTH CURB LINE ORS 952-001-0010 THROUGH 952-001--0090 PRIOR TO CONSTRUCTION. DWG NAME: 24. THE PERMIT HOLDERS ENGINEER/INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, ON (ONE CALL 811 OR 800-332-2344) Know what's below. • 16802 - C1.0 COVER z OF S.W. HAMPTON STREET. WI--CL U... A WEEKLY BASIS, TO THE CITY'S INSPECTOR. (SEE DEVELOPER - ENGINEER AGREEMENT t - Call before you dig. C1.0 NOTE # 5.) SHEET F.C.(na.Dx TelidiG(IRI 1D W a WATER NOTES O6" DI FDC TO RISER AT DRIVEWAY ENTRANCE END MARKED W/2x4 O6" DI PIPE FIRE SERVICE END MARKED W/2X4 O2" PVC SCH 80 PIPE END MARKED W/2X4 z 0 SANITARY SEWER NOTES 5 w ix O SANITARY LATERAL: I.E. = 231.38' (6" PVC) O SANITARY MANHOLE: RIM ELEV. = 234.51' I.E. IN S = 230.50' c6" PVC) I.E. OUT N = 228.99 (6" C900) I / / ` f �� / /, /f /I /� /f 1 1,/ j / 1) 1 �1 f` ' 1 1 / 1 r l l 1 ! 1 t i f f 1 f 1 1 / e r f e / ( / I / l 1 1 1 i 1 r 1 l ; / I1 , STORM SEWER NOTES \\ r \ \ \� { j 1 j ` ` ! ! l l / ( I\ ( 1 t 1 i ( / 1 / 1 (1 111 STORM MANHOLE: v v `� � ` \ \ \ \ v v Y 1 1 v \ \ \ \ 60' DIA MH - \ �. \ \ .. \ \ \ \ v ' \ \ \ \ 1 \ \ s , i \ t ‘ ) \ \ 1 ari La FLOW CONTROL , / !/ / e a t t }} ✓g' RIM = 234.60' .. m. -:':;-;:%-,:1::4:,...x.:.'''•:'''' �. cn f x .r. . • c I.E. IN 12"(N) - 225.05 _ • x ti I.E. IN 12"(E) = 225.05 ;ill , ; . _. =R ; i C] M `Y'nr BU[LDING8 •- _ LLoI.E. IN 4 (N) = 228.00 VENT `lr-r`"` � --� i_ .. / ,�P E .co'.iarl LE. IN 6" (NE) = 225.05' PERF . ;v a,z11 B t �� - co ' ,� SQ FT / MEDICAL OFRCE-8,211 S L D SQ F7 A I.E. OUT 12"= 224.85' L. ..- ut "' '' : ,; ) - - .. L , I .. N - Ft 5 O Pi 3 � I .... MEDICAL '� 'c C7� 2 STORM MANHOLE. • I ''; I OFFICE-11,11511 I ❑ I - 3 • 48 DIA MH W/ 4' DEEP SUMP _ _ _ , m.. ._ . ._.. ami i� RIM = 234.90' I1 • :: r 3 I.E. co 2 IN 8" (E) = 225.34' I _A 1®, • i ... m 0 r'' , ' I.E. OUT 12 (N) = 225.75 ,. . . c I PIS 5. 8 � ::€aIR I.E. OUT 12 (W) = 225.54 / . �Re I ; , /.; U V - ..mom _ _ a �ecn a cu � a I I4W % ! TOPOGRAPHIC LEGEND a STORM MANHOLE: j `/r 60" DIA MH - FLOW CONTROL .. , , `,- t t,, vii iv - UNDERGROUND TELEVISION LINES O - SANITARY MANHOLE - MAIL BOX RIM ELEV. = 228.50' 1 .`. r I. rf '. . © :: ' ` ' ( � fN - / -7 r /' • - (UNLESS NOTED OTHERWISE) ,Ql ) PROF LE. IN 12" (N) = 223.25' Y° ( .,,r "c G UNDERGROUND GAS LINE � _ 'c"- F _ a -� :J.'7,..\/-1,111\ • ' _ 2- • i'1.1 / i E' O - �,,,rr�� GROUND LIGHT �h� NOI NEF i I.E. IN 12" (E) = 225.25' . .' :1:;,,,,'<ir.,,,L•:,_,.:: :::i.t.1...:6,....::t%,-,-. : .. ,� ❑ STORM MANHOLE 'yI� C. F, 4, " - *r f.`_ W - UNDERGROUND WATER LINE .': _ f / �z _ ::::::1111,r,.. -rl �.,./ WV 14,758 I.E. IN 4 (N) = 226.00 VENTf1�'I.E. IN fi NE = 222.65 PERF _.' ; MM( } f• - ;' -� ' T -- UNDER GROUND TELEPHONE LINES M WATER VALVE - DECIDUOUS TREE LE. OUT 12" (SW) = 222.65 ' ' . a - t _�„m , I f 1 -- = ( ( • SS - SANITARY SEWER LINE - WATER METER OREGON h�oi I ® �® STORM MANHOLE: (CATCH BASIN GRATE) 1 9It R 23, \A.44 48" DIA MH W/4' DEEP SUMP --'' f d f i< l . P - UNDERGROUND ELECTRIC LINES -6- - FIRE HYDRANT -• CONIFEROUS TREE 4) RIM ELEV. = 229.18' ✓ ..„--17 J I ) f ,' A . R I.E. IN 6" NE � 225.50' 5 ' I.E. IN 6" S = 225.50' / / f I ^-�J;- °�1; , O // � �// _, _ �� ,,�'*` ., � OHW- OVERHEAD POWER LINES - STREET LIGHT EXPIRES 12/31/2016 LE. OUT 12"}(N) = 223.25 if '--- - J ... -fit : `,A,I. .. . '_ ` ' - f .`�� I SD - STORM SEWER LINE -Er - SIGN - SHRUB I.E. OUT 12" (W) = 225.25' j/ �.' l 2 �/' �`� a - I © ��' I \\\\,` " X - CHAIN LINK OR WIRE FENCE �- - UTILITY POLE �' RIP-RAP z n STORM MANHOLE: I i 41. # ® I „Jo, �\\ i` . - GUY ANCHOR III: 72" DIA W.Q. MH W/7 CARTRIDGES -"�3� J j j # f \\ l f / o - WOODEN FENCE i~l,_.,._. X RIM ELEV. = 233.7 l _..i J J 1 r 1 ® 1111:7/1/71 r, 1 :::-.' : �I LA I.E. IN 12" (N) = 222.30 `i /, !/ I I ^� �; If f ��j {III I.E. IN 12" (E) = 222.30' / / �' `.' ® -�- ® l / .�� j Z I.E. OUT 12 (W) = 220.00' r - . !_� -_ „. �/I f ->- r/ --:-J/d f�// -I t ` i EXISTING A/C PAVEMENT EXISTING GRAVEL EXISTING CONCRETE 0 U _ _ ___----:-,E.... �. ___._ © STORM 12" OUTLET: . .' r r .. -- - j�� _ RIM ELEV. = 212.82' �'� •-•`"i i ..� 1059/ „gip ,� r j / fir ;J110 =:,'�,r.sM:k ' r : O I.E. OUT 12 - 217.00 -� / .M- '.I!r•L .liatik►" W'' / i /+s I I / «s't, "r.,a �:'. _ . :. ;'�.`, Z �2 co 7 STORM 6" LATERAL STUB: 'J 5.._ .1 / '16 r / / / (. ( ( rt.-7c,..4,-...!•,,,t44-2.:.........,..• �, et.,r• h_�• +• •„•..:.•. 0 00 I r��o r'.l�'�" 87 I l 1 ! / / rFJ"ti'Rt ;x•�7.'3i•`.•,4t.•' �+' •r:•,'w i•• �•: '.,,•' O W ❑7 I.E. 6" - 231.00 16" -e" / '! �� ,/ / I I (/ } }y�1f i ��4 h.',~. x. ,,u-' >]N = ' w n STORM MANHOLE: I J / r �F ��a ��., 91111 / I/ [ t / Z I- T IRIM E. IN 6" (E) E 250.31' 1 I / �/ ,I� / �� fs• f/ it ( ( J i ( ) I t'\ / / / I J [ II E I.E. IN 15" (S) = 244.51' /`� r / / ' \ / d ti !I f X z_ I.E. OUT 15" (N) = 244.31' / I „.- / f4" i / t / J i JI/ g ` W Q' t4 " ,"' - � / 1 Z ® STORM VAULT 6' X 12': /1 ` 1�/ 1.-- /f / , '''\. C.D RIM ELEV. = 251.06' / �- / //- w I.E. IN 4" (S) = 247.90 I �/�N. �' 1 / // /// f/, I.E. OUT 6" (W) = 245.60' I / / ' / 1 U _ 10 STORM MANHOLE FLOW CONTROL: I s'- // /�� "�"k'�` / 1l JI, j ! 1 1 111 RIMELEV. = 254.03' R / i / U - I.E. IN 15" (S) = 249.50' -' '- / r l 0 I.E. OUT 15" (N) = 248.54' HOU' 5`x,� _ �` / ,-----1.....:43,1/ / /1 J I I CC Z I.E. OUT 4" (NE) = 247.50' 254 - -- r `~� -"jitit,/ // / 1 1 ( ,1 j W 0 O n STORM MANHOLE: J J /� 1call > `' i j r ~ Z RIM ELEV. = 257.69' ' M CC I.E. IN S = 250.89' (48" PVC) I I / ) / I Z O m I.E. IN = 250.89' 15" PVC) 7' �/ __ 3 13)// I I _ r �_____�-.� W 0 w LJ I.E. OUT N = 250.69' (15" Pvc) elk / / + / `'/ ! I I � =,: . � TOPOGRAPHIC NOTESCt Q (n © n�] .r1 S / f 1 J - . . W O V- 12 STORM MANHOLE: = (NI RIM ELEV. = 259.69' ` - - - - _ _ - OHW _ �H! t; `� �c�1 /'$ '�eco ", I 1O 2'-3' HIGH RETAINING WALL CO 11 N I.E. IN S = 251.49' 48" PVC) HI R, / 'lfW / • • I j.,,, 1 _: [] i0Y X I.E. OUT W = 251.29 (15" PVC) - - 11 GO WATER METERU 0 M '011�1M- - 13 STORM MANHOLE: - - --- - - .� - _ ! = T._;y :� " - --- 3MAIL BOX TO RELOCATED aRIM ELEV. = 261.47' � J O - M I.E. IN = 253.0$ (15� PVC) -7--. � 114 , / ♦/ O REMOVE EXISTING SIDEWALK BARRICADE ❑ ~ ct o I.E. INE = 253.08 (15 PVC) , W I.E. OUT N = 251.58' (48" PVC) r'� //. cK X I © 0 E © ::;�7C O5 POWER POLE TO RELOCATED CC L. 14 STORM MANHOLE: I U� N RIM ELEV. = 261.19' BENCHMARK INFORMATION I O 6 MAIL BOX < Q I.E. IN E = 253.39' (15" PVC) p m I.E. OUT W = 253.19' (15" PVC) CITY OF TIGARD, BENCHMARK NO. 167 ELEVATION = 221.84 FEET #0 O7 DEMOLISH EXISTING ASPHALT Inn¢ > I.E. OUT N = 251.99' (48" PVC) 2-1/2" BRASS DISC IN THE WEST CURB OF S.W. 72ND AVENUE AT I BAR IS ONE INCH ON PLOT DATE: THE WESTERLY EXTENSION OF THE NORTH CURB LINE OF S.W. II! ORIGINAL DRAWING I Up 0 f n 15 STORM LATERAL: 0 1" 7/13/16 Nr� ..I,..IC1) HAMPTON STREET. 0,eniC1 I.E. = 241.48' (6" PVC) �, END MARKED W/2X4 DESIGNED BY: CHECKED BY: r,-6� I AAR BDL O N�M 16 STORM LATERAL: cV\w o0 I.E. = 239.66' (6" PVC) j p� END MARKED W/2X4 JOB NUMBER iL�1,QX EXISTING CONDITIONS 16802 didiC;; w DWG NAME: mmmQJ Q� Z� = =or 100' 16802 -- C1.1 EX COND z iii wwpww SHEET Cl •i JQ_ (/)CC co co :"4': `�, _____ so �-�.—iiia 1� '44 �� `- — 1 ( y-1--- } i i.bN o • -. 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LL IG » m ■ r• i • TY BAR IS ONE INCH ON PLOT DATE: CC ?,' 1 ... o - - - - - - - ORIGINAL DRAWING ---------E-- N O N - - .' o �; I :._. ;, �,,.: 0 1" 7/13/16 00 owU ''a ' ' ■r :`'`''"I DESIGNED BY: CHECKED BY: cocrococt I =: :`, 16802 m\ `;.,' �•:..: :, r AAR BDL j�trix o JOB NUMBER aLnN•¢x www w PHASE IV GRADING PLAN DWG NAME: �¢,� 16802 - C3.2 GRADING SPOT ¢~��` 0 20' 40' z ��►� - - C3.2 J'a�u SHEET _ LT.(nflOX ' S D ..,,j I\I I�` :::;1; 1; i 1. g... -..r_._1_.1._.I 1.,.3--4 3.i. Yu...: : ...{ J.., �1 ✓".,I=1, i -2 , i 1 a r .,___,___L_ ___717-.--,-_._ -- SD SD k Sp �� I f ' ---(7: -------------- J 11 . •• .. ....:. I' { 1 ;� I �y .1 * *—* , C? 0 ) 4, 4: ' ------a I 1 :-;::::::... r 1 I E r,aoaaa� r._. 40:.: vU II 0. ..._ A � 1 9 - / , , : . , , , , d I I _., I , . .. , /<1 ,,,,,,\---rp...„_1 ,-,......L, i...].. ll . ... 1 j . .II I. . ,,-,. � .. . z 1 -- .�1:--,_.,-.-1.,-_; � ,-.4--.1..., : ; _ ; Its 1 1 ..' . .. i 1 , , ':: 1 ._ f _ . 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I e:6". m Z .. ;` l ..1_ _J__ .:. — R o REMOVE CAP ` I �r rt I • as "�; _ ti_ I 7 � a INSTALL WYE TO WEST �` cn / 3 2 -•_•- INSTALL CLEANOUT 74 v� _. . ... 1 � � I1 as { 43.21 sn , .• . -gd SURFACE: 2 I 11 c0 cn c) m c "•y:.y' '`ar.,..2.-.....-...--..-:-...:!•:::...-,.7,1..•••••••1:;.!-1.7:- r, �- _` ,'.. �:a�: z IE: 239.66 .' r'; 8 -o O Q c i • ?$- m �,/ •E' ''• G ' •l• tel. 1 ii IFi v� N O c — 3 E `3r I w 3 II 1t — — {( o ca CZ / �NJ 4 OD ' -......'''.. ---- 4co tg l\/\) I •-•. I •• ",' N ll ':c �4 � — �— _ _ _ . I .` I ��`� ��GINEFR i N II en Vj c I W 11 ,.i:.:.,. cv a"° �� ii 14,758 In •.:::1,-t 001 ( ( I ;_ _ _ _ �, I i 74: OREGON gm O 1 {ro ,:, :, vire •\� • Q 2 \00 � 4. X I _ ....:•.1-''.. 12/31/2016 cn !I ' 1 :14111...":::: .:,:•••••. CO f: . IE: 239.66 ,• 1 1 �i y `� i ,: I li ;::i:::f:1 cil L..\<"\\I 2 4 co i -::,..:-.....:y ----___ , e ri ....,i:.. . 7 i -:-,::1Z4;:. c N X ... „..:.. co (0 tii .‘.l:....[- m ....I ...':iii-A P --- --- ✓ / v i 1 _ I ti. 'N� 1.11. 1 (( 11 (n i i' i 1 .'r 1 % i ! Il +,' 11 ' Z col Z I; YY;• -- �-- �,Q� / �� II l 11 • O I II I ' z x w / o a w U NOTE: I o a CITY OF TIGARD ENGINEERING DEPT TO UTILITY PLAN oREVIEW & APPROVE STORM SYSTEM FROM © CATCH BASIN DATACC z STORMTECH DETENTION SYSTEMS TO WQ o zo' 40' Q WATER CONSTRUCTION NOTES W o in MANHOLE. 1 �— J GRATE = 243.12 SCALE: 1"=20' 1. INSTALL 2" REDUCED PRESSURE BACKFLOW Z Z m x IE OUT = 242.12 ASSEMBLY, PRESSURE REDUCING VALVE AND BALL 1.11 co 2.5 LF OF 6" PVC VALVE (SHUT OFF) AS SHOWN IN MODIFIED TVWD 0 ' W m CONNECT TO EXISTING 6 PVC STUB DETAIL BF 302 SHEET 6.2. INSTALL HEAT TAPE W Ce 4 AROUND PIPING. Y CO cn U I� 2 o = c GRATE = 242.55 Q cr �j IE OUT = 241.55 a C� o 15LFOF6" PVC w rr W I 3 fx x GRATE = 246.74CC IE OUT = 246.24 o w 15 LF OF 6" PVC OCLm m O sm¢ J BAR IS ONE INCH ON PLOT DATE: I TincORIGINAL DRAWING NN - U 0 1" 7/13/16 O �' I - - 00`� wc� DESIGNED BY: CHECKED BY: �cfl�x 1 CDNowre) AAR BDL 00 CO % �o JOB NUMBER r ¢x 16802 w - iiiCj'i'ijw DWG NAME: zFEzcK7 16802 — C4.1 UT — ¢QcnC SHEET C4.1 Licnanx w I- _ Q { SAWCUT SURFACING 3/4" R 6"--0-1 EDGE z TOPSOIL MATCH EXISTING MATERIAL CURB JOINT1 ]-N-al- 5' MIN. •-- SEE NOTE 5i ROWT 1- 4. . ,,, OR AS 1 DIRECTED BASE MATERIAL S„ 5,, DRAINAGE BLOCKOUT ,k ROAD ', t� ' .s n �' 3" 1.D. SCHEDULE 40 } a d - III III Ili II, I.,, I i I Dill --�- DWV (ABS OR PVC) I m 1117- 1111:11=111-III= I I- . I --z— W o -- o ,:,::11"11':111;-,111: 11 =11 PIPE W COUPLING ¢ x z x Pu Wa. � /2" OF 3/4"-0" BASEROCKd v . ° 16" ¢ m i v C)1.1. (] 0p i U3 En Lel••"---•• UI¢v O COMPACTED SUBGRADE °r :. �. `' - ()z J o 5 z J ¢ U a U R U w V O rt SIDEWALK ADJACENT TO CURB Oy —cv q rii 11 y 5' MIN. ROW 4 W W 1.-2% [ Oil 911 . .i.....1 Qi boa L I 4.. Nva New ROAD J : A . •, d R ;III it _I€ , I_ I Til II I �h mR €I i I III--,1 I _„ ...--., ,4 2" OF 3/4"-0" BASEROCK ��"�` � / NOTES: COMPACTED SUBGRADE ry 6" MIN � -' 6" MIN i! M 6" MIN BEDDING BELOW � q >' SIDEWALK AWAY FROM CURB 1, TRAVERSE EXPANSION JOINTS TO BE PROVIDED AT EACH POINT OF TANGENCY �, N OF THE CURB & AT OTHER LOCATIONS AS REQUIRED TO LIMIT THE SPACING OUTSIDE OF PIPE BELL -.1K,_/ -_ s, z 49 NOTES: TO A MAXIMUM OF 20 FT. L.. o cc Ln a) Q :r .� o� ti 1. CONCRETE SHALL BE 3000 P.S.I. AFTER 28 DAYS, 6 SACK MIX, SLUMP RANGE 2. TRAVERSE EXPANSION MATERIAL TO BE PRE-MOLDED NON-EXTRUDED MATERIAL .r.:1- x;i,, icp L.,a.�� OF 1-1/2" TO 3". WITH A MINUMUM THICKNESS OF 1/2". Y �� ~,� M . M M :=2 -:-E) E 3. TRAVERSE CONTRACTION JOINTS TO BE SPACED NOT MORE THAN 10 FEET APART �� t�/�,%� �\ � ''ti o 2. SCORING PER ARCHITECTURAL PLANS , ``� T WITH A DEPTH OF AT LEAST ONE FOURTH OF THE CROSS SECTIONAL AREA. p �1 - 3. EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES, 4. CONCRETE BREAKING STRENGTH TO BE 3000 PSI AFTER 28 DAYS. TRENCH FOUNDATION - �� ' 2 o,M L UTILITY VAULTS, WHEELCHAIR RAMPS, & AT SPACING NOT TO EXCEED 45 FEET. STABILIZATION, AS REQUIRED w 8 3 2 5. DRAINAGE ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIN. OF 2 FEET M o - U3 w 4. FOR SIDEWALK ADJACENT TO THE CURB AND POURED AT THE SAME TIME AS THE o 0 o - cu AND MAX. OF 3 FEET FROM PROPERTY LINES. c, up CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN. 1/2" RADIUS. c) - • -- Q NOTE: 1. SURFACING OF PAVED AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. 2. JOINTS TO BE TACK AND SANDED. �F,RF'0 PROFF.io ��' ��GIN EA`. • 3. SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION. . >r 14, 5 `'.. oR ON �� L�(0[�p, \ ��" APPROVED BY: NO SCALE APPROVED BY: :JO SCALE APPROVED BY: NO SCALE ,��,`�RY 23 . AGUSTIN P. DUENAS - AGUSTIN P. DUENAS AGUSTIN P. DUENAS \��' \� ENGINEERING DEPARTMENT CONCRETE DWG. N0. ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT CITY TRENCH DWG. N0. A .", !npl0 Vit` 13125 S.W. HALL BLVD. CITY ENGINEER - CITY ENGINEER STANDARD CURB DWG. NO. Q .,,,dil,+nii`1 t� 13125 S.W. HALL BLw. '�"n'rrlglllf�l `\ 13125 S.W. HALL BLVD. �, TIGARD, OREGON 97223 TIAT OREGON 97223 .-. r 11 / / .�-� VOICE: SO3 839-4171 "�� TAT 303 839-4171 -�...� VOICE. 503 239-4171 � 3 SIDEWALK �� 3 nGARD.�ORECON 97223 BACKFILL 1 80 EXPIRES: 12 3, 2016 JULY 2001 • 2 O JULY 2001 ) MARCH 1998 FAX 503 884-7297 FAX 503 824-7297 y FAK: 503 88<-7297 O CITY OF TIGARD CITY OF T]GARD CITY OF TIGARD OREGON APPROVAL DATE OREGON APPROVAL DATE OREGON APPROVAL DATE 1- (.i) (.1) J 7<- I- LLI 0 i o U CO 3/4" SQUARE N �_ A #1), A B B �' cn a©❑ (0 N ❑ Q Q❑ STANDARD CAST IRON NON-SHRINK GROUT _ r FRAME AND COVER Q x a ❑ v 'a ❑ ❑ DRAWING NO. 510 I- ro V y L - S STANDARD MANHOLE LL.I IIJJ 4I Q ❑ n 4 0 O `' GRADE RING 2 T a ❑IAB ID ��r__lL•� I` d. 'r CD Z X 3.. AC FINISH GRADE Y 6��' ';v.. W Lei 'E II - r `` 2'. 3/4"-0" AGGREGATE BASEROCK 7/s" ;`' +4.40 Z Cn t: .'(, -( . ) _ '` w- ' ``..:i:. , WATERTIGHT PIPE PLUG Q f 10-� - CD , ,•s_,;-#�.A1-f " ;�;,. ` y , e WITH STOPS .ter,., ��1 I I ' I �•: ,'.o` : Li, 7, 1 y 4 ,,,_,, ,--L:,.,..„,,,,•„--•_- ;,,,,,.,:::,,' 8" 1 1/2"-0" AGGREGATE BASEROCK , , , ,-. s1SECTION B—B ii. '1� 1, ,.:,.i} / ri .a'.A' .Y*}`j ,•-i' -P4 ,-i ';..i 6" o �.` ` a,•�•o S' PROVIDE 3 4"-0 FOR A U ¢ I I I e ~' 2" MIN. CLEARANCE MINIMUM OF 6" AROUND J f I 1 I I I I--� i I I I �� r e,i . t1' a .. e: CLEANOUT m U 0 ! I COMPACTED SUBGRADE ! b I' 6" CD di-Z Iy 1-4-9.."---"--1_ - n 'o N‘-::::':,•:. MIN. CC I SECTION A—A 1" MIN. OVERLAP 'q 11 '' " Z us LI Q NOTES: ' Q 1. Y" ALLEN HEAD BOLTS )� ,�`� #4H . , W O J 1" LONG RECESSED. l �� .i. (j� p_ 2. ALL PERMANENT CLEANDUTS p a� qer.a y _,-. .a• e NOTES: o __,.-;..Q-, Jin =..:..1;.,e:- "" - O Q 70 HAVE BOLT DOWN COVERS. R Ci Y I 3. MATERIAL SHALT BE GRAY /� �,'�•o a_,'," •.1•t`�.`�+ia��• ,, �e 0 c_.)-31 � 1. JOINTS TO BE TACK AND SANDED. CAST-IRON, ASTM A-48, R�, Q 0 I CLASS 30. -� CC CL Ur .42. ASPHALT PLACED IN MAX. 3' LIFTS EACH COMPACTED TO 92% MIN. ll .:••.'.I, LI] 'CT) a ix (la 3. SAWCUT SHALL BE TAC COATED WITH BITUMINUS ASPHALT EMULSION. ..:9.,v1-'.... ° . - A b',•-•- `. • 4"'''D.=; ''‘I CI L li)- xi _.7. .,..:*.-7.;::,i.g.;..- ..,.• -,. •..<1...4 • A: •• '.' .' ; ';' i!`;',\4iP:1'. EK CC Q w A /lA " CONCRETE ENCASED WMMMAMI 3/4 -O FOR OPLASTICTTOM F PIPE 3/4"-0 • Q > BAR IS ONE INCH ON PLOT DATE: NOTE: ORIGINAL DRAWING ,NpL0�a DETAIL 1. CONCRETE ENCASE ENURE WYE SECTION AND 45 BEND IF CONCRETE PIPE 0 11111 1' COLJ0 2. STAND PIPE TO BE SAME SIZE AS MAINLINE UP TO AND INCLUDING 8" PIPE. DESIGNED BY: CHECKED BY: I MAINLINE GREATER THAN 8" SHALL HAVE A 8" STANDPIPE. 7co\4� AAR BDL �• r7,-00 JOB NUMBER X C1eanWaber Services STANDARD CLEANOUT aeanWater Services 16802 W Li w ON — SITE PAVEMENT SECTION DRAWING NO. 510 REVISED 12-06 Our commitment is clear. REVISED 12-06 Our commitment it clear. DRAWING NO. 500 DWG NAME: Qi=FZL�. 16802 - C5.1 DETAILS 1 z w�pww SHEET C5.1 JQJ(/)Ct LLinf1.�X LU F- 0 LOCATE FRAME AND COVER N OVER LEDGE OF AT LEAST NOTES: 12" IN WIDTH 1. ALL JOINTS AND RUBBER GASKETS SHALL RUBBER GASKET .� CONFORM TO THE REQUIREMENTS OF ASTM C-433. P 8"MIN.BETWEEN 2. ALL MANHOLE SECTIONS SHALL CONFORM FLAT TOP U, KNOCKOUTS TO THE REQUIREMENTS OF ASTM 0-478 1"FLAT FACE LETTERING ` �° B AND APPLICABLE PROVISIONS OF STANDARD (OPTIONAL) (RECESSED FLUSH) MANHOLE, DRAWING NO. 010. 1'- . C 3. STEPS REQUIRED ON FLAT TOP MANHOLES _ DEEPER THAN 48". • P �•'. • qAS OO of 1 ��i5 ATF 0 64" DIA. O O MAXIMUM 27" FROM " ,Q - •G ' STANDARD FRAME AND COVER OR \ � \44f\ TOP OF FIRST STEPIIII/WATERTIGHT FRAME AND COVER.TO TOP OF CASTINGSEE STD. DRAWING N0. 110-SA/ST m - 3 - QO QOSET FTRAME IN NON-SHRINKf \•,+ O \1• +, J / QO QO f 1 L.....e.-1- I 1 err �.��48' OQO © / Z NOTES: - GRADE RINGS (2",4",OR 6") _O 1. ALL PRE-CAST MANHOLE SECTIONS SHALL CONFORM TO THE U MAXIMUM 12" SET IN RUBBER GASKET 1 OPEN "7/4, "'��.t.01, ' REgUIREMENTS OF ASTM C-478. • NON-SHRINK GROUT ( ) r0 2. ALL POURED IN PLACE CONCRETE SHALL HAVE A 28 DAY RUBBER GASKET FLAT TOP PICKHOLE ..•0 43 " fY W STRENGTH OF 3000 P.S.I. AND SLUMP OF 2' TO 4". U • REINFORCEMENT HOLES AS SHOWN 3. ALL JOINTS SHALL BE SEALED WITH PRE FORMED GASKETS STANDARD ECCENTRICOR SUCH AS KENT-SEAL NO. 2, RAM-NECK, OR AN APPROVED J '. 36" CONE STANDARD MANHOLE FLAT TOP PLAN VIEW COVER BACK EQUAL CONFORMING TO FEDERAL SPECIFICATION SS-S00210. 1___, 58' DIA. 4. ALL PIPE CONNECTIONS TO MANHOLE SHALL BE WATERTIGHT. '-&- - REINFORCEMENT 5. PIPE CONNECTIONS OF 24" OR GREATER SHALL REQUIRE A •• '° MANHOLE AND CHANNEL DETAIL. � _ 6. PIPE CONNECTIONS OF FOUR OR MORE MAINLINES SHALL . , MANHOLE STEPS SEE a #6 BAR AROUND OUTSIDE OF OPENING - 24 3/4" DIA. F REQUIRE A MANHOLE CONNECTION AND CHANNEL DETAIL. STD DRAWING NO. 100 #6 DIAGONALS BOTH SIDES OF OPENING ///// //N/U/ / i 7. PROVIDE A MINIMUM OF 8" OF INTACT (UNDISTURBED) ! MANHOLE SECTION MANHOLE WALL BETWEEN PIPE BREAKOUTS AS MEASURED Ur __ • . (VARIABLE 1 -4) -- ' ' #6 6" O.C. BOTH WAYS ir ON THE INSIDE FACE OF THE MANHOLE. m /, 718„ B. BREAKOUT OF WALL FOR PIPE SHALL BE 2" MINIMUM AND >J 1/4" _ _E 4' MAXIMUM CLEAR OF PIPE WALL. z h . a A o o E'A Q o 25" 9. THIS DETAIL LIMITED TO MAXIMUM INTERIOR DROP OF 24" :-r- v - - ■%/.//�Iiiii ii��iiil�iAr ��/z M FOR SANITARY CONNECTION AND 48" FOR STORM b p - • CO CONNECTION. `O •- --"--5" MINIMUM ,�� it'10. WATERTIGHT/TAMPER PROOF MANHOLE FRAME ANDCOVER SHALL BE USED IN ALL EASEMENT AND OFF `• 0 6 SQ. LnSTREET AREAS. 1 1/2 'Cl- ,' �� 48"MIN.-� ' 7 112„5Q. c PICKHOLE DETAIL �' 0 MINIMUM 12" LEDGE .� � � CO � o .i 17FT.(ONE RSQLOPE REQUIRED) 2" MIN. FROM TOP OF Lo 22 "I/2" DIA. o O, a ! PIPE TO MANHOLE c2OC - il SECTION SECTION VIEW o N V PIPEAyv Q' "C7 C1) M Pi V O Eij r-r-r4-r •b __, ) -, ( Y at 0) at . a) .,-,2 J .•• .,•: v •4 • '� 8" MINIMUM CONCRETE ►n _I q 0 p„ SMOOTH FINISH CHANNEL TO ; 1 ';c 3/4 VERTICAL HEIGHT OF PIPE r e' ;4 i .5� -I ' ` •' SEE DETAIL #110 FOR MANHOLE FRAME SPECIFICATIONS. 12" MINIMUM OF %i-0" COMPACTED---T" -:`�'w' 72' MINIMUM 'r BASE MATERIAL ,RED PROF• ��.��C��GINEE,A STORM WATER 14,� STANDARD MANHOLE CleanWater Services FLAT T 0 P MANHOLE GleanWabe; Services MANHOLE LID eanWat er Seer vices t � OR GON � DRAWING NO. 010 REVISED 02-03 Our commitment is clear. DRAWING NO. 050 REVISED 02-03 Our commitment is clear. REVISED 12-06 Our commitment is clear. �,'j �' �� DRAWING NO. 3 20 �� Ry 23 Q 414/ A . R 0 EXPIRES: 12/31/2 01 6 0 1 (♦1 -J 1 J Q 18"MIN LU 24"MAX" SIDEWALK ADJACENT TO CURB 0 N VALVE RISER 0 m II - COMPLETE CUSTOMER SIDE I SIDEWALK • 3'MIN METER SIDE " IE,!I!I dI!1iIil lS _ -_. ___ Y..,. cV Q ( 6"MAX BREAK FLANGE �' N ♦ \� - ti_ - CNI / / .r.44- �iltri . n r: w ■fir:. r:s r: 1- r ) \,,( . 4" 11 • ;� m... ..rAi;..._ Jig.. ,y.,41,...:041,104,,,,,,44,041,. _ [� !!«�i DRAIN ROCK POCKET //\//v `./ / / O cn r PLAN / in Tifi / 4 CU FT MIN ►' 0 0 0%0 '• _° W `411°,41r== •it. ••� ..--_.._. .. ... s�6"DUCTILE IRON PIPE -- ✓� - -- -� l W W / •a1I =1 illi)r ollik CARSON METER BOX ZCD a �\ r 11y-� •I,J��` �I��II `. 7- (OR EQUAL) co •U \\�! j\ \// 6"MEGALUG RETAINER �� / r*� \ N�\ '� `1 ! llil i 0 CY /,\/.(� GLAND(EBAA IRON) / / !^�'`\�\\f\\// \./� '1;1- < --` t 0 Q CONCRETE PIER 6"GATE VALVE ♦��/��/ I� �/\es\ \� ��\/ UC� BLOCK FLGMJ^x 6"FLG TEE \J �%j�%�� N�%�//\\�' 0 SEE NOTE No 1 \� \/ z Q, THRUST BLOCK 2" FEBCO MODEL 805-Y LU LU o co DOUBLE CHECK VALVE 24" MIN CLEARANCE xI ASSEMBLY (OR EQUAL) Si Z II Z O m X SIDEWALK WITH PLANTER w U w STRIP AT CURB 18"MIN w a F24"MAX 1 4.,wi 41106. �..•ei I O II- 0CO o rZ 6 E ,rr, 6" MIN CLEARANCE < U i �1 0 I SIDEWALK .• �h i'i'' ;• s� .�� !R_1►1. 0 I ix • .R �1w 0 C) J 6"MAX BREAK FLANGE 0+4 •'r•r4. 144 •. I.♦ 1 , -fink ttPipoiteleur ��e%P1• a ilip OC O. Q � �. .w. �.•w2 w. w w•w..4•!••,‘. / 1 ` 7 41.4Pli 411,1 4• r4 '.: ..,•;4I•• vI#r�i' 0 r \\` !�>. !!. �►'�:�•►:r�l►ii•I iiK ��\ ,0/\ \f' I CHRUSHED ROCK BASE" ill I� 6" MIN ELEVATION Li 4 FT(REF) al 0< (/) I N > NOTES: BAR IS ONE INCH ON PLOT DATE: ORIGINAL DRAWING N O�LEi.1 1. FOR CONNECTION TO EXISTING MAINS USE TAPPING SLEEVE IIX NSTALLATION NOTE: SHOWN IS ONLY A SUGGESTION. THE IMME O'-0 E- 1 IN ACCORDANCE WITH DISTRICT CONSTRUCTION SPECIFICATIONS. -0 1" , co L1JO DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE, DESIGNED BY: CHECKED BY: co 7 (0(Q 1 2. PROVIDE A 3 FT CLEAR SPACE AROUND CIRCUMFERENCE OF FIRE HYDRANT. FREEZE PROTECTION, AND CLEARANCE FOR TESTING & REPAIR N5, ARE THE MAJOR CONSIDERATIONS FOR INSTALLATION. PLUGS TO BE INSTALLED AAR BDL r\ F 3. PLACEMENT OF CONC.AROUND FH IS PROHIBITED. IN TEST COCKS OF BELOW GROUND INSTALLATIONS (NO DISSIMILAR METALS). j\ p IF FREEZE PROTECTION IS PROVIDED, THE 24" MIN CLEARANCE MAY BE REDUCED, JOB NUMBER 16802 ��n¢X 1 C 1 Di.- C DETAIL No. 1 DWG NAME: w Lei L,_i m w r. �``' 7 1 FIRE HYDRANT DETAIL No. {, 3 ��- 1'/z", 2" & 2W <PPZ_1 TualatinValle Water District STANDARD INSTALLATION 1 01 TualatinValle �aterDistrict DOUBLE CHECK INSTALLATION BF 102 16802 - C5.2 DETAILS 2 -1F- SHEET C5.2 Li_cnWDX � (HORIZONTAL) ...,.... _µ"...rv:._.,,x._...,..................�:.� UTILITY VAULT 4242-LA � 4VOLUME OF THRUST BLOCK . 48" W!4242-TAULT P2 STEEL DOOR �� BEARING AREA OF THRUST BLOCKS IN SQ FT IN CU YDS(VERTICAL) 36" OR EQUAL 4 10'- 0" FITTING ° 45° 22 112° 11 114° FITTING BEND ANGLE SIZE TEE 90 BEND BEND BEND BENDSIZE45° 22.5° 11.25° :7/7.._ CONCRETE PAD �� RIGHT OF WAY 4 1.3 1.8 1.0 1.0 1.0 4 1 1 0.4 0.2- n - 7 i EASEMENT �- 6 2.8 4.0 2.2 1.1 1.0 6 2.7 1.0 0.4 + a (`+I 3'-s" 8 5.0 7.1 3.6 2.0 1.0 8 4.0 1.5 0.6 I 12 11.3 16.0 8.7 4.4 2.2 12 8.5 3.2 1.3 I I �� 16 20.1 28.4 15.4 7.8 3.9 16 14.8 5.6 2.3 I I 36" 48" 22 I. I a,-0" . 20 31.1 _ 44.4 24.0 12.3 6.2 !� til-DCi .0-i" �h U c.) cn 2'-9i" 24 45.2 64.0 34.6 17.7 8.9 I ./mI r�'-!�;:�rtllilsI R_9 Ism. I-- L.j 01 0 i a VALUES BASED ON 200 PSI WATER PRESSURE AND 2000 PSF SOIL BEARING CAPACITY . . ` 1 PROPERTY LINE - ., �� f O iiii �� . .:�-i�O Vi.��A . .� PLAN w Ct ....... _..............: 4611. / � SLOPE EARTH AWAY FROM ,Mr�p,.. �1 �� t VAULT IN BERM AREA G� IIII �/ REDUCED PRESSURE BACKFLOWPLAN O�/ • • .��/ PREVEiVTER O//�//��/�• � ,44, 4.AN �f‘* yj�' INSTALL AIR ', G i // --- GAP ON RPBV BEND TEE VERTICAL BEND . �,_ q' LOCK N LOAD FITTING ROD EMBEDMENT v II�� RETAINING WALL SIZE SIZE 1; •1I�;I a :: ... .. ....--.• .•.•.•..R .: `4-J _---a 1:4A4. 4"-12" #6 32' - �i ► • CONNECT AIR GAP V} -. , tvit i�:� ll'',,., a��. ,\ fl, : / DRAIN INTO FLOOR ' -»•.-�t;,r-,.- • ��/ 14"-16" #8 36 ` 4 1 I - DRAIN OR EXTEND a, y 7_0,4;,.1 .. --y .., ,. �`/1� i,/ . /�// -• eTO FACE OF WALL Li Z:rt .sivoi o._._,._.._.,. / 12 v (SPD _ (TOP OF 1ST ROWu) 4I � ` of PANELS) Ill - �/ = Loncs) 2 ¢/ ,, /. BALL VALVE PENETRATE WALL c NOTES: ,„ U �n M � ,Q � AT TOP OF 1ST . `n . �. a $.> 1)THRUSTBLOCKINGATALLTEES,BENDSAND FINISH GRADE v • • „,O C - DISTRICT INSTALLED CUSTOMER 51DE < CONCRETE PAD � � PRESSURE REDUCER � �' � � - /\, 2)CONCRETE BLOCKING TO BE POURED AGAINST WITH STRAINER. WATTS N c4 LFU5B-Z3 OR EQUAL CURB 5' - o dA 8 ELEVATION STRADDLE BLOCK UNDISTURBED EARTH ELEVATION '� 3)ALL CONCRETE TO BE CLASS 3000 "' N 0 c SEE DETAIL No 200 2 O cri a) 4)INSTALL 12 MIL TOTAL THICKNESS POLYETHENE SHEET NOTE: AROUND FITTING.SECURE SHEET ENDS TO PREVENT O Lo j 0 INFILTRATION OF DIRT BETWEEN SHEET AND PIPE DISTANCE FROM BOTTOM OF DEVICE TO FINISH GRADE U a FITTING PRIOR TO POURING THRUST BLOCKING FREEZE PROTECTION, CLEARANCE FOR TESTING AND REPAIR \i- 5) PROTECT MECHANICAL JOINT FOLLOWERS AND BOLTS ARE THE MAJOR CONSIDERATIONS FOR INSTALLATION. BRASS 2" DRAIN w/TRACER FROM CONCRETE WITH TEMPOARY FORMS AND PLUGS TO BE INSTALLED IN TEST COCKS. ADEQUATE WIRE. SLOPE AWAY POLYETHENE SHEETING SEE NOTE No 3 DRAINAGE ALSO REQUIRED. FROM VAULT. DAYLIGHT _�44�0 PROF AT WALL FACE. /_•\\)--- F r r, � y 91 -112" & 2" METER DETAIL No. ' , ^�--y THRUST BLOCKING9 DETAIL No �, �y j DETAIL No. \ GIN �4 7 8 R / 1 �� _,,,, __ Mualatin Valley Water District INSTALLATION 702 (.._Tualatin Valley�PaterDistrict DETAILS 20 �Tualatin Valley Water District PRESSURE BACKFLOW DEVICE / BF 302 ,758 REGo TVWD DETAILED MODIFIED PER CITY -9 -71e''14)Y Iv �cv� 1' 2� OF TIGARD REQUIREMENTS -TYq ' o EXPIRES: 12/31/2016 Tri 29" 4 .-(4--- -414'''''' './›.°:;.�� / �� I BIKE PROOF, HEAVY \�` m DUTY TRAFFIC GRATE I I SUPPORTS AASHTO .-. W H25 LOADS In o (n co N GRATING C T . s• \ i / I- 24" SQUARE 6"0 OUTLET NOTES: w w Ci 1 Q, L.' ....1 BOX FABRICATED FROM CO 10 GA. MATERIAL z I PLAN VIEW s"O OUTLET w L2ix2ixa za 29" SQUARE _ FRAME z 0° °o i = _ , Q cc L J ��' ¢ + 1 Z T- rn W 15 (JD T I 1.1.mz 1 x co 1 W C' w �' c° z �,4* V _ w w ¢ ► i, ppw,‘ W LY V) co N U Q o ` 5 0ix t cc =a. Q U ' ■ elli P Q T hi TRAP CI xI W/ HINGED LID I� W x 24 "SQUARE LLQ Lir o_m m SIDE VIEW ISOMETRIC SECTION I LI) BAR IS ONE INCH ON PLOT DATE: ORIGINAL DRAINING Nia p STATE APPROVED - ASPHALT DIPPED NG 0-6W 1 0 1" 7/13/16 CO CD Doc G24" SQUARE - 6"0 OUTLET DESIGNED BY: CHECKED BY: 7(0NN, AAR BDL - ao gSTORM WATER CATCH BASIN DWG # "B ,r•).-oo _ JOB NUMBER \\z I PROJ. MAN. DOUG P. DWN. PAUL G. I SCALE NONE �VS�L r--)r-,<X Gibson Steel Basins ice] SINCE 1972 DATE: JAN. 23, 06 MODEL: GCB10-36H8-6 L...1 LJLL1 � NAME: w 247 Washington St. Eugene, Or. 97401 ph:041) 687 - 8672 fax:344-0207 DWG - C5.3 DETAILS 3 4:cPpzIi z � ¢�cwi�� SHEET C5.3 licnD_mx DEVELOPER EROSION AND SEDIMENT CONTROL PLANS w a 0 RED ROCK BUSINESS ASSOCIATES, LLC 23077 SW NEWLAND RD. WILSONVILLE, OR., 97070 503 348-2237 PLANNING I ENGINEERING / SW DARTMOUTH ST. STANDARD EROSION AND SEDIMENT RA TIONALE STATEMENT SURVEYING FIRM F �. �.K�. ,� .:�� . „t � � _ _ - CONTROL PLAN DRAINING NOTES' A COMPREHENSIVE LIST OF AVAILABLE BEST MANAGEMENT PRACTICES (BMP) OPTIONS BASED ON DEQ's GUIDANCE MANUAL PACE ENGINEERS, INC. ' ;TSI ' '' ',„.._ ,.‘„,d., HAS BEEN REVIEWED TO COMPLETE THIS EROSION AND SEDIMENT CONTROL PLAN SOME OF THE BELOW LISTED BMPS L ( : �� 1. APPLY TEMPORARY AND PERMANENT SOIL STABILIZATION MEASURES (FOR EXAMPLE, TEMPORARY AND PERMANENT WERE NOT CHOSEN BECAUSE THEY WERE DETERMINED TO NOT EFFECTIVELY MANAGE EROSION PREVEN110N AND SEDIMENT CONTACT: ANDREW REITER, P.E., P.L.S. 0 : E - i € SEEDING, OR MULCHING) IMMEDIATELY ON ALL DISTURBED AREAS AS WORK IS COMPLETED. (SCH A 8.c.ii.(2)) 5000 MEADOWS ROAD, SUITE 345 -.. - 11 �., _ � �' �, �"� � '' 2 AVOID OR MINIMIZE EXCAVATION AND BARE GROUND ACTIVITIES DURING WET WEATHER. (SCH 7.a.i.) CONTROL FOR THIS PROJECT BASED ON SPECIf1C SITE CONDI110NS, INCLUDING SOIL CONDITIONS TOPOGRAPHIC LAKE OSWEGO, OR 97035Li _ ':V. ``'-i o'F' , _ . -�-� 4> ;AAS, f ti 3. TEMPORARILY STABILIZE SOILS AT THE END OF THE SHIFT BEFORE HOLIDAYS AND WEEKENDS, IF NEEDED. IT IS CONSTRAINTS, ACCESSIBILITY TO THE SITE, AND OTHER RELATED CONDITIONS, AS THE PROJECT PROGRESSES AND THERE ' = a I I:-_ f i ,rr,TriJ `a l IJ ''i • THE OWNER OPERATORS RESPONSIBILITY TO INSURE THAT SOILS ARE STABLE DURING RAIN EVENTS AT ALL TIMES PHONE: 503-597-3222 x / IS A NEED TO REVISE THE ESC PLAN, AN ACTION PLAN WILL BE SUBMITTED. FAX: 503-597-7655 fl V3 ::': i I >i: . (S .b.) OF THE YEAR CH A 7 c4 --'� -- I 4. INSTALL PERIMETER SEDIMENT CONTROL, INCLUDING STORM DRAIN INLET PROTECTION AS WELL AS SEDIMENT N. - , 4•� wo. ; ---- - „, / BASINS, TRAPS, AND BARRIERS (SCH A 8.c.i.(5)) PRIOR TO LAND DISTURBING ACTIVITIES. INITIAL NARRATIVE DESCRIPTIONS :-::::`,:.,.:° = - -- _ z - - - 5. PRESERVE EXISTING VEGETATION AND RE-VEGETATE OPEN AREAS WHEN PRACTICAL (SCH A 7.b.iii. 1 0_ • i' i ' ` I I - - t'; 6. DO NOT REMOVE TEMPORARY SEDIMENT CONTROL PRACTICES UNTIL PERMANENT VEGETATION OR OTHER COVER OF T - t- N zq PROJECT LOCATION: 5 EXISTING SITE CONDITIONS ° ''� "� ;-' . 1.* EXPOSED AREAS IS ESTABLISHED. (SCH A 7.b.iii.(2)) w i# 7. CONTROL SEDIMENT ALONG THE SITE PERIMETER AND AT ALL OPERATIONAL INTERNAL STORM DRAIN INLETS AT 12625 SW 70TH AVE = * UNDEVELOPED PARCEL DRAINING TO ENHANCED WETLAND AND THEN INTO I _ °r ' ' ti ALL TIMES DURING CONSTRUCTION. (SCH A 7.d.1) TIGARD, OR CULVERT CROSSING UNDER SW 72ND AVE. I _1 9 ' - 9 8. KEEP EROSION AND SEDIMENT CONTROL MEASURES IN PLACE FOR THE DURATION OF TCONSTRUCTION, INCLUDING WASHINGTON COUNTY, OREGON 97005 .7.1oF now „" ',� .� z 4 / I 1' PROTECTION FOR ACT1VE STORM DRAIN INLETS AND APPROPRIATE NON-STORMWATER POLLUTION CONTROLS. (SCH DEVELOPED CONDITIONS - r g ' A 8.c.ii.(3)) LATITUDE = 45' 25' 58.88" N, LONGITUDE = 122' 44' 59.69" W i-- ! WHEN TRUCKING SATURATED SOILS FROM THE SITE, EITHER USE WATER-TIGHT TRUCKS OR DRAIN LOADS ON SITE. - �� " W SCH A 7.D.II. 3 * COMMERCIAL BUILDING SITE AND ACCOMPANYING PARKING \€. '/ 10. AT THE END OF EACH WORKDAY SOIL STOCKPILES MUST BE STABILIZED OR COVERED, OR OTHER BMPS MUST BE PROPERTY DESCRIPTION: 1 = IMPLEMENTED TO PREVENT DISCHARGES TO SURFACE WATERS OR CONVEYANCE SYSTEMS LEADING TO SURFACE PHASE IV NATURE OF CONSTRUCTION ACTIVITY ..-_ TAX LOTS 300 & 3100 OF TAX MAP 2S 1 01AB WM, WASHINGTON COUNTY, OREGON f I WATERS. (SCH A 7.E•IL{2)) & ESTIMATED TIME TABLE F `# , ' 1 11. IMPLEMENT THE FOLLOWING BMPS WHEN APPLICABLE: WRITTEN SPILL PREVENTION AND RESPONSE PROCEDURES, cn I I '1- \i‘f . / I a EMPLOYEE TRAINING ON SPILL PREVENTION AND PROPER DISPOSAL PROCEDURES, SPILL KITS IN ALL VEHICLES, i •, �'` REGULAR MAINTENANCE SCHEDULE FOR VEHICLES AND MACHINERY MATERIAL DELIVERY AND STORAGE CONTROLS P a * OFFSITE MITIGATION HITEON CREEK (2007) COMPLETE 6 I Ln i' 1 . f.k TRAINING AND SIGNAGE, AND COVERED STORAGE AREAS FOR WASTE AND SUPPLIES. (SCH A 7.E.111.) 4 cg * EROSION CONTROL AND CLEARING (JUNE - JULY 2016) .-- I t t 11 I 12. USE BMPS TO PREVENT OR MINIMIZE STORMWATER FROM BEING EXPOSED TO POLLUTANTS FROM SPILLS: VEHICLE _ 1-- * * vf. �h' 1 '' BMP MATRIX FOR CONSTRUCTION PHASES GRADING (JULY - AUGUST 2016) SW ELMHURST ST. -..._._ �- � AND EQUIPMENT FUELING, MAINTENANCE, AND STORAGE; OTHER CLEANING AND MAINTENANCE ACTIVITIES; AND A ,r1.' M � �' * UTILITY INSTALLATION (JULY - AUGUST 2016) � � "` ° - WASTE HANDLING ACTIVITIES. SCH A 7.EI. (2 o * FINAL STABILIZATION AND CLEAN UP (OCTOBER 2016) _ _ ,z °--7----„,. - --- 13. SIGNIFICANT AMOUNTS OF SEDIMENT THAT LEAVE THE SITE MUST BE CLEANED UP WITHIN 24 HOURS, PLACEDco o .�':��. ; ,'`=� °_.,, BACK ON THE SITE AND STABILIZED, OR DISPOSED OF PROPERLY. IN ADDITION, THE SOURCE(S) OF THEco o c.,i ______ : 2 ‘ �, SEDIMENT MUST BE CONTROLLED TO PREVENT CONTINUED DISCHARGE WITHIN 24 HOURS. ANY IN--STREAM � � o cv •- E TOTAL DISTURBED AREA - 1.66 ACRES CLEANUP OF SEDIMENT MUST BE PERFORMED ACCORDING TO REQUIREMENTS AND TIMELINES SET BY THE OREGON REFER TO DEQ GUIDANCE MANUAL FOR A COMPREHENSIVE LIST OF -8 r q DEPARTMENT OF STATE LANDS. (SCH A 9.8.1.) AVAILABLE BMPS. o M SITE SOIL CLASSIFICATION; SITE MAP 14. SEDIMENT MUST NOT BE INTENTIONALLY WASHED INTO STORM SEWERS OR DRAINAGE WAYS. VACUUMING OR DRY o a) o _ 0 SWEEPING AND MATERIAL PICKUP MUST BE USED TO CLEANUP RELEASED SEDIMENTS. (SCH A 9.8.11.) MASS UTILITY STREET FINAL WET WEATHERCD Lo cizi LO _1Q •U a 45B&C WOODBURN SILT LOAMZ 68% TYPE C, COVE SILTY CLAY 17.5% AND 15. IF FERTILIZERS ARE USED TO ESTABLISH VEGETATION, THE APPLICATION RATES MUST FOLLOW MANUFACTURE'S (OCT. 1 - HUBERLY SILT LOAM 14.5 %M TYPED NOT TO SCALE GUIDELINES AND THE APPLICATION MUST BE DONE IN SUCH A WAY TO MINIMIZE DISCHARGE OF NUTRIENTS TO CLEARING GRADING INSTALLATION CONSTRUCTION STABILIZATION MAY 31ST) SURFACE WATERS. SCH A 9.8.111. ( ) EROSION PREVENTION N/A Ep PRO ,4-% SOILS HAVE MODERATE TO HIGH EROSION POTENTIAL. ALL FILL 16. SEDIMENT FENCE; REMOVE TRAPPED SEDIMENT BEFORE IT REACHES ONE THIRD OF THE ABOVE GROUND FENCE ,\vF, (BASEROCK) MATERIAL SHALL BE IMPORTED GRANULAR FILL. HEIGHT. (SCH A 9.C.I.) PRESERVE NATURAL VEGETATION x ��5 IN �NC �E� iQS 17. OTHER SEDIMENT BARRIERS (SUCH AS BIOBAGS): REMOVE SEDIMENT BEFORE IT REACHES TWO INCHES DEPTH GROUND COVER X X 14,758 ssw ABOVE GROUND HEIGHT. (SCH A 9.C.l1.) HYDRAULIC APPLICATIONS X X RECEIVING WATER BODIES: 16. CATCH BASINS: CLEAN BEFORE SEDIMENT RETENTION CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT. (SCH A PLASTIC SHEETING X c- O y OREGON moi 9.0.111. "iii? Z3, \� RED ROCK CREEK a 19. SEDIMENT BASINS: REMOVE TRAPPED SEDIMENTS BEFORE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY MATTING v20 Gq '* �A SW BAYLOR ST PERCENT. (SCH A.9.C.IV.) DUST CONTROL X X X X '94P A °- 0 ^ TEMPORARY/PERMANENT SEEDING X X o y 20. IF A STORMWATER TREATMENT SYSTEM (FOR EXAMPLE, ELECTRO-COAGULATION, FLOCCULATION, FILTRATION, ETC.) EXPIRES: 12/31/2016 0 CO FOR SEDIMENT OR OTHER POLLUTANT REMOVAL IS EMPLOYED, SUBMIT AN OPERATION AND MAINTENANCE PLAN BUFFER ZONE w w (INCLUDING SYSTEM SCHEMATIC, LOCATION OF SYSTEM, LOCATION OF INLET, LOCATION OF DISCHARGE, DISCHARGE OTHER: I- SW CLINTON ST - '� o , DISPERSION DEVICE DESIGN, AND A SAMPLING PLAN AND FREQUENCY) BEFORE OPERATING THE TREATMENT SEDIMENT CONTROL PERMiTI I I S SITE INSPECTOR N SITE SYSTEM. THE PLAN MUST BE APPROVED BEFORE OPERATING THE TREATMENT SYSTEM. THE TREATMENT SYSTEM SEDIMENT FENCE (PERIMETER) Ik.X X I x x N PACE oNGINEERS, INC. swaaRT MUST BE OPERATED AND MAINTAINED ACCORDING TO MANUFACTURER'S SPECIFICATIONS. (SCH A 9.D.) - X MOUTH sr SEDIMENT FENCE (INTERIOR) CK d- 5000 MEADOWS ROAD, SUITE 345 21. WATER OR USE A SOIL-BINDING AGENT OR OTHER DUST CONTROL TECHNIQUE AS NEEDED TO AVOID WIND-BLOWN LI I I' LAKE OSWEGO, OR 97035 CITY OF TIGARD � SOIL (SCH A 7.B.II.) STRAW WATTLES _ w o II- PH 503-597-3222 WASHINGTON COUNTY / 5 22. PREVENT TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADS USING APPROPRIATE BMP'S. (SCH A 7.D.11.(1)) _ FX 503-597-7655 OREGON _ / 0 23. ALL PERMIT REGISTRANTS MUST IMPLEMENT THE ESCP. FAILURE TO IMPLEMENT ANY OF THE CONTROL MEASURES I c ANDREW REITER, PE, PLS SW ELMHURSTST OF PRACTICES DESCRIBED IN THE ESCP IS A VIOLATION OF THE PERMIT. (SCH A 8.A.) FILTER BERM _ N x andyr@paceengrs.com 24. ESTABLISH CONCRETE TRUCK AND OTHER CONCRETE EQUIPMENT WASHOUT AREAS BEFORE BEGINNING CONCRETE o INLET PROTECTION `*X X X X X 1X I- PE, 30YRS EC PLAN PREPARATION, WORK. (SCH A 8.C.I.(6)) - - - W co !217 DEWATERING T FIELD INSPECTION AND PERMIT / L,' V - - o COMPLIANCE ¢ 25. ESTABLISH MATERIAL AND WASTE STORAGE AREAS, AND OTHER NON-STORMWATER CONTROLS. (SCH A 8.C.I(7)) - O` SEDIMENT TRAPI 26. INSTALL ADDITIONAL CONTROL MEASURES AS WORK PROGRESSES AS NEEDED. (SCH A 8.0.11)) U ZO i- a n 27. PHASE CLEARING AND GRADING TO THE MAXIMUM EXTENT PRACTICAL TO PREVENT EXPOSED INACTIVE AREAS OTHER: _ m N �' `� FROM BECOMING A SOURCE OF EROSION. (SCH A 8.C.II.(D)) RUN OFF CONTROL U j W INSPECTION FREQUENCY 28. AT THE TIME OF FINAL STABILIZATION PROVIDE PERMANENT EROSION PREVENTION MEASURES ON ALL EXPOSED 0 X p SW BEVELAND ST CONSTRUCTION ENTRANCE ""X X X 0 0 AREAS. (SCH A 8.0.111.(1)) - N Z x SITE CONDITION MINIMUM FREQUENCY 29. AT THE TIME OF FINAL STABIUZATION REMOVE AND PROPERLY DISPOSE OF CONSTRUCTION MATERIALS AND WASTE, PIPE SLOPE DRAIN E INCLUDING SEDIMENT RETAINED BY TEMPORARY BMPS. (SCH A 8.C.III(2)) OUTLET PROTECTION Z 0 SW HAMPTON ST 30. AT THE TIME OF FINAL STABILIZATION REMOVE ALL TEMPORARY CONTROL MEASURES AS AREAS ARE STABIUZED, SURFACE ROUGHENING c3 a 1. ACTIVE PERIOD DAILY WHEN STORMWATER RUNOFF, NOT TO SCALE - Z Co INCLUDING RUNOFF FROM SNOWMENT UNLESS DOING SO CONFLICTS WITH LOCAL REQUIREMENTS. (SCH 8.C.III.(3)) CHECK DAMS o >^ IS OCCURRING. OTHER: a 2. PRIOR TO SITE BECOMING ON • CE TO ENSURE THAT EROSION AND VICINITY MAP LOCAL AGENCY-SPECIFIC EROSION POLLUTION PREVENTION i I INACTIVE OR IN ANTICIPATION SEDIMENT CONTROL MEASURES ARE IN PROPER SIGNAGE I x x I X X X 0 rt OF SITE INACCSSIBILITY WORKING ORDER. ANY NECESSARY NOT TO SCALE CONTROL NOTES' 0 MAINTENANCE AND REPAIR MUST BE MADE HAZ WASTE MGMT X X X X X CC aFr) PRIOR TO SEAVING THE SITE. SPILL KIT ON-SITE X X X X X LU coJ o 1. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER INSTALLATION AND MAINTENANCE OF ALL CONCRETE WASHOUT AREA X 5 I 3. INACTIVE PERIODS GREATER ONCE EVERY TWO (2) WEEKS. m x THAN SEVEN (7) CONSECUTIVE EROSION AND SEDIMENT CONTROL MEASURES, IN ACCORDANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS. OTHER: _ Z o ' o LI CALENDAR DAYS 2. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BOUNDARIES OF THE CLEARING LIMITS, VEGETATED BUFFERS, V N m AND ANY SENSITIVE AREAS SHOWN ON THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD. DURING THE Et 4. PERIODS DURING WHICH IF PRACTICAL, INSPECTIONS MUST CONSTRUCTION PERIOD, NO DISTURBANCE IS PERMITTED BEYOND THE CLEARING LIMITS. THE OWNER/PERMITTEE Y W O a 5 THE SITE INCACCESSIBLE DUE OCCUR DAILY AT A RELEVAN AND co TO INCLEMENT WEATHER ACCESSIBLE DISCHARGE POINT OR MUST MAINTAIN THE DELINEATION FOR THE DURATION OF THE PROJECT. NOTE: VEGETATED CORRIDORS TO BE o I� DOWNSTREAM LOCATION DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL. 0 0 ** SIGNIFIES BMP THAT WILL BE INSTALLED PRIOR TO ANY GROUND DISTURBING ACTIVITY. 3. PRIOR TO ANY LAND DISTURBING ACTIVITIES, THE BMP's THAT MUST BE INSTALLED ARE A GRAVEL CC a_ 6 © a, HOLD A PRE-CON MEETING OF PROJECT CONSTRUCTION PERSONNEL THAT CONSTRUCTION ENTRANCE, PERIMETER SEDIMENT CONTROL, AND INLET PROTECTION. THESE BMP's MUST BE O I'- LA INCLUDES THE EC INSPECTOR. MAINTAINED FOR THE DURATION OF THE PROJECT. Sheet List Table 1200C w x ALL INSPECTIONS MUST BE MADE IN ACCORDANCE WITH DEQ 1200 C PERMIT LI-. IF VEGETATIVE SEED MIXES ARE SPECIFIED, SEEDING MUST TAKE PLACE NO LATER THAT SEPTEMBER 1; THE _ CC �� uwy" REQUIREMENTS. TYPE AND PERCENTAGES OF SEED IN THE MIX MUST BE IDENTIFIED ON THE PLANS. Sheet 5. ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN UNDISTURBED, PREFERABLY Sheet Title Q ¢m INSPECTION LOGS MUST BE KEPT IN ACCORDANCE WITH DEQ'S 1200 C PERMIT VEGETATED AREA, AND THROUGH A SEDIMENT CONTROL BMP i.e. (FILTER BAG). Number REQUIREMENTS. BAR IS ONE INCH ON PLOT DATE: I co co ix 6. THE ESC PLAN MUST BE KEPT ON SITE. ALL MEASURES SHOWN ON THE PLAN MUST BE INSTALLED PROPERLY ORIGINAL DRAWING N `n cn TO ENSURE THAT SEDIMENT OR SEDIMENT LADEN WATER DOES NOT ENTER A SURFACE WATER SYSTEM, 06.0 12000 COVER SHEET ON-SITE O 1" 7/13/16 o.� �,- I CHANGES TO THE APPROVED ESC PLAN MUST BE SUBMITTED TO DEQ IN THE __ �o© � FORM OF AN ACTION PLAN. ATTENTION EXCAVATORS ROADWAY, OR OTHER PROPERTIES. C6.1 GRADING & EROSION CONTROL ON-SITE DESIGNED BY: CHECKED BY: 7. THE ESC MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. 06.2 EROSION CONTROL DETAILS ON-SITE AAR BDL (p N NI OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY DURING THE CONSTRUCTION PERIOD, THESE MEASURES SHALL BE UPGRADED AS NEEDED TO COMPLY WITH ALL 1 a--oa NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0010 C6.2 EROSION CONTROL DETAILS ON-SITE 1 JOB NUMBER \�z I THROUGH OAR 952-001-Q090. YOU MAY OBTAIN COPIES OF THESE RULES FROM AQi'UCABIE LOCAL, STATE, AND FEDERAL EROSION CONTROL REGULATIONS. CHANGES TO THE APPROVED ESC 6.cD n¢x THE PERMITTEE IS REQUIRED TO MEET ALL THE CONDITIONS OF THE 1200C PERMIT. Li •• THIS ESCP AND GENERAL CONDITIONS HAVE BEEN DEVELOPED TO FACILITATE THE CENTER BY CALLING 503-232-1987. IF YOU HAVE ANY QUESTIONS ABOUT PLAN MUST BE SUBMITTED IN THE FORM OF AN ACTION PLAN TO DEQ PER THE 1200 C PERMIT. 16802 L'-'L`-"-umw 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 INCLUDE THE DWG NAME: a F I=z•cr_ 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. 16802 -- C6.0 EROS COVER Z w I__ci w PLAN. 503-246-6699. 9. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD. C6. -w.-►a_1cwfix SHEET ter•`- L �- r % 1 I j - _ la -ti, / r, -� 1111,11 EXISTING UNDERGROUND DETENTION I . . ,�.z ,., / i PER PHASE I1 , IE .'.:,..*:: al. , i , t i I re..onu... i' i ....• w .:fir ::„.1:77:,,,,,,.„.1,,,,,,,f„..„ . --{�• t :I..- 4f[i • . :. r i' . -:N:.ra-ew nr , »: t 1-. E S .. -1 E1 ',-.^7,,,''0',..,PP"'1.i.,,,,,,,. A r . _, re. ...... .- f / .rs•y..eL �.. "I � •;:a r+4 ...,��: . .- �..4... ...�.•, . _ .. ... : 6 - �- a t I' /11 J/ ...,.,gar•♦:' ,->:.x• _ - .. v�. 3 J J f r s.. .. i: fj w .°�n•ima:;, .. - ,. - �i •' ..q■ :'. .:::::: . '. -a,....""""w„.�,.T.."'"'P 1 •P>°, - f . _ ... a INLET PROTECTION :11,',:',.•.„10-.,,,,...:::.,,.ip.,:.;.4:,; .',.:....:,:.',.:1 i r - ...:� --z /_. x 1 MIF _ : _ ? , - -__:,. xl Cdr x� r, r fi} C 4 4_ (TYP) y p<2'"Yi , EXISTING SUMPED d ,I 1 G" ''' 1 -.�- ' � MANHOLE PERII ,� f;i i EXISTING ! , 9 "" / M H LE , PHASE �_ WQ MANHOLE I ! f WQ D15CHARGE CHANNEL i I I .• / PER PHASE If 11 I d FOR SITE DEVELOPMENT. I • , . _{ i - �.f:. it±-1,. '. �....�•Xn J. -' , • , -1 -.F..._� r'.. : .... , _ / 1 ?f ,, IR,I i"^ ..4-:»:...J. ... :.;: I - .. .._ -. \ / ,.r 9r IA„.• ,-.r- ---. � � M `„� �' �..._.R`- '.Y.�� `� - -I[� ��i� � 9�IjE � .n ,_ . . •�` • -6 w � Fri � (� I - : -.a .- 1.F_ 9.. l., P ;i i ' E r ONCRETE 1 '-,;,- z Fr ' f `�: = ..v FG=23525 ___�,'.�( - -�- .13 � a 1 , �;1 c'�• WASHOUT - ') FG=235<SD r. FPi= 41 82 it 4x2 X1 �' G0 y I z ttt FG=235:29 1 '�'�1 I F r =s G=235.00 j I f z, pn/ , k , . CONTRACTOR'S EMPLOYEE w I �.- -7- Alit 1 % 11 PARKING f ' , '-: • ter• .� iii` �� t.: LIMITS OF - . _ ,._ FILL'" I A I�� .� ,.... , , F - ill il! : .... _ ___ . 1 r lIA : N STRUCTION Q - ,.. , ' .. . .- / .a' . I I� . FG 244 AREA : - .FUELING ' 4 C � � dT I pr I f SCOPE _._.. _ -.._m °_ •--_-..-._.._ ' II.W - ' - �r WORK - �- _.,,.-. _.,.. __- a� ��, _ -_ ._. ., . ,„ li: - 61L. :Ili 101:1,04 // -,07,--: - 3-_- --,-44 ,,,,,,:i.,,,it.......,:l ar , . FILL ~- • •-•47 0 4 ' • ,,.. } : -'' T �.�•' m...r. -..__,_ "---��' �.r, i _ " 4 .4, ipCUTAltieo-,t.....t. r- '• .-- :..- F.) �. /1111111 111151.-Liffaillill A. 111/ _� �� „giII` WSJ 1 I _ 1 ORANGE CONSTRUCTION FENCE r'''' '177"' 'h..0'; I , /' % �; TO DELINEATE LIMITS OF S f IMENT FENCE off' .., / '; . d, CONSTRUCTION ED SEE 2/C3.4 _ y4 kat. �. I �/ 1 f ,n �? 1 : tl L" W. L- r 11 a o c 1 1 ��s .11 11 �, � o �„ a 4r _ _ CONS C11ON 'i--)''''.,....1!).111:i 1 " r78E �"' 3 I 1 ;�__I SEE,}/C3. r o o _ a, s. .4 -..N.;; 1 I 1f 1 _ / " � ', 11 Imo cur 'sY 11 •°r 5 8 !I •; QED OF'E 1. I THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME "DRY ' / �' �3�' I �/ ,%� .' ,~ �� G1N��r ' I WEATHER" CONSTRUCTION. "WET WEA THER" CONSTRUCTION MEASURES J■ r, `Q 14,758 NEED TO BE APPLIED BETWEEN OCTOBER 1ST AND MAY 31ST. 1E 1 dile-, .T I :1 !' I ' „ I 1 1I 11 y OREGON �� , lip, - N' L r / l ' X55 lI III h'- I • Wr � / / a• i • l.. -a NOTE: ( ; ,. � '�,1 � � II � EXPIRES: 12/31/2016 o DISTURBED AREAS OUTSIDE OF MITIGATION PLANTING PLAN ARE TO BE j /:Ty �i �r � ` /. 254 1 1 '-'-' SEEDED WITH SPECIFIED SEED MIX. PLANT SEED DURING THE MONTH 1 ', ( f" �, I . I / , . N ;�OF SEPTEMBER. PRIOR TO OCT 15T. 1 � �� I B 11 Z , E „fb4- LceNs-CONS11 V 11: 1 " / ' EN NCE Q I �_,�----x-254 ` Cur • r ; I II '^ /f Y I 1 �/ : ., �.�' 55 :ill.-.4: 1 ' r 11 II 1) '�' O w• 1 ..",:::'..:.,11:114:kr:::$‘13:`.;::?1:',..1t.;';': :::77;t7'..1::7‘i.`1:jr:..11.:f.''22:11.1::::1;1T.' 11 4 I\:14 '''.•.....-' - •'-, -7. 7. : ...."..,i (f - OH W , `)/ ,t.,§- ' l ,a ��2 �,, / J 1 v 0 J lcv < • - / -___' / /4 11,...1 ' / a 1.1 A irfig__ IL., 9.44- avilv.z.to- - , w z GRADING, STREET AND UTILITY EROSION AND SEDIMENT CONSTRUCTION NOTES: GRADING AND EROSION CONTROL PLAN GRADING AND EROSION CONTROL LEGEND z w 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF 0 30' 60' v Elm E• OF ONE OF THE FOLLOWING MIXTURES, UNLESS OTHERWISE AUTHORIZED: CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. . .EEEEEEEEEEEE.. /a A. DWARF GRASS MIX (MN. 100 LB./AC.) ADDITIONAL MEASURES INCLUDING, BUT NOT LIMITED TO, TIRE WASHES, 1. DWARF PERENNIAL RYEGRASS (80% BY WEIGHT) STREET SWEEPING, AND VACUUMING MAY BE BE REQUIRED TO INSURE THAT DIRECTION OF DRAINAGE FLOW z 2. CREEPING RED FESCUE (20� BY WEIGHT) ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. ® CONCRETE WASH OUT CC o B. STANDARD HEIGHT GRASS MIX (MIN. 100LB./AC.) 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH EROSION AND SEDIMENT CONTROL m 1. ANNUAL RYEGRASS (40% BY WEIGHT) THE USE OF APPROVED INLET PROTECTION MEASURES. ALL INLET BMP IMPLEMENTATION: Z j 2• TURF---TYPE FESCUE (60% BY WEIGHT) PROTECTION MEASURES ARE TO BE REGULARLY INSPECTED AND MAINTAINED SILT FENCE INSTALLED DURING W > 0 AS NEEDED. 1, ALL BASE ESC MEASURES (INLET PROTECTION, PERIMETER SEDIMENT CONSTRUCTION TEMPORARY CULVERT Q 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE CONTROL, GRAVEL CONSTRUCTION ENTRANCES, ETC.) MUST BE IN PLACECC SURFACE ROUGHENED BY MEANS OF TRACK-WALKING OR THE USE OF 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE Y O T OTHER APPROVED IMPLEMENTS. SURFACE ROUGHENING IMPROVES SEED TRANSPORTED IN WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF FUNCTIONAL, AND APPROVED IN AN INITIAL INSPECTION, PRIOR TO . O 0 0O CONSTRUCTION FENCE 48" ORANGECD o_ COMMENCEMENT OF CONSTRUCTION ACTIVITIES. " BEDDING AND REDUCES RUN-OFF VELOCITY. SEDIMENT AND SEDIMENT-LADEN WATER. OR APPROVED EQUAL Q 0 Y '"+'`'�'0 ' OUTLET PROTECTION O o 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE 2. "STRIPPING STOCKPILE AREA" SHALL BE RESTORED TO ORIGINAL GROUND ._.;._.-.�� cc ESTABLISHMENT OF PERMANENT VEGETATIVE COVER VIA SEEDING WITH TRUCKS 1N A LOCATION THAT DOES NOT PROVIDE RUN-OFF THAT CAN AFTER COMPLETION OF MITIGATION AREA GRADING. EXCESS STRIPPINGS TO oAPPROVED MIX AND APPLICATION RATE. BE DISPOSED OF OFFSITE AT APPROVED DISPOSAL SITE. I•= i_LIENTER THE STORM WATER SYSTEM. IF THE CONCRETE WASH-OUT AREA CAN D AREA OF INLET PROTECTION Q ty I NOT BE CONSTRUCTED GREATER THAN 50 FROM ANY DISCHARGE POINT L jJ >- 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE: COVERING SECONDARY MEASURES SUCH AS BERMS OR TEMPORARY SETTLING PITS 3. THE "STAGING AND EQUIPMENT STORAGE AREA SHALL BE RESTORED TO w EXPOSED SOIL WITH PLASTIC SHEETING, STRAW MULCHING, WOOD CHIPS, OR MAY BE REQUIRED. THE WASH-OUT SHALL BE LOCATED WITHIN SIX FEET OF ORIGINAL GROUND AFTER COMPLETION OF WORK. ------ CC OTHER APPROVED MEASURES. XX ' EXISTING 1 FT CONTOURS 0 a TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 509 OF THE CAPACITY. D 4. ALL "SEDIMENT BARRIERS (TO BE INSTALLED AFTER GRADING)" SHALL BE �� s .-- • �a ----XX •------- -- EXISTING 5 FT CONTOURS o c\I 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED INA STABLE LOCATION 12• SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE INSTALLED IMMEDIATELY FOLLOWING ESTABLISHMENT OF FINISHED GRADE AS a S-1 "WETTRANSFERRED TO THE STORM WATER SYSTEM. SWEEPINGS SHALL BE PICKED it M CONSTRUCTION ENTRANCE AND CONFIGURATION. DURING WEATHER" PERIODS, STOCKPILES SHALL SHOWN ON THESE PLANS. -a -a lir. a BAR IS ONE INCH ON PLOT DATE: .Lo[r BE COVERED WITH PLASTIC SHEETING OR STRAW MULCH. SEDIMENT FENCE IS UP AND DISPOSED IN THE TRASH. � ' , �`' 214 PROPOSED 1 FT CONTOURS ORIGINAL DRAWING o�oi� REQUIRED AROUND THE PERIMETER OF THE STOCKPILE. 5. LONG TERM SLOPE STABILIZATION MEASURES "INCLUDING MATTING" SHALL �a� 0 =mom= 1" 7/13/16 co-upix 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF BE 1N PLACE OVER ALL EXPOSED SOILS BY OCTOBER 1. 215 PROPOSED 5 FT CONTOURS DESIGNED BY: CHECKED BY: poo 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF INTO THE STORM WATER SYSTEM. o N N�4k TEMPORARY SEEDING AND MULCHING, EROSION CONTROL BLANKETS OR 6. THE STORM WATER FACILITY SHALL BE CONSTRUCTED AND LANDSCAPED AAR BDL j>�� SWALE PROTECTION, BIOBAG OR �rot MATS, MID-SLOPE SEDIMENT FENCES OR WATTLES, OR OTHER APPROPRIATE 14. USE BMPs SUCH AS CHECK-DAMS, BERMS, AND INLET PROTECTION TO PRIOR TO THE STORM WATER SYSTEM FUNCTIONING AND SITE PAVING. WADDLES JOB NUMBER ��z MEASURES. SLOPES EXCEEDING 25% MAY REQUIRE ADDITIONAL EROSION PREVENT RUN-OFF FROM REACHING DISCHARGE POINTS. th_'f'nQ CONTROL MEASURES. 7. INLET PROTECTION SHALL BE IN-PLACE IMMEDIATELY FOLLOWING PAVING 16802 ' Liidm -'-' w 15. COVER CATCH BASINS, MANHOLES, AND OTHER DISCHARGE POINTS WHEN ACTIVITIES. DWG NAME: a1=21E-1 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL APPLYING SEAL COAT, TACK COAT, ETC. TO PREVENT INTRODUCING THESE %/ TEMPORARY SLOPE STABILIZATION 16802 - C6.1 GRADING EC z MEASURES INCLUDING THE APPLICATION OF A FINE SPRAY OF WATER, MATERIALS TO THE STORM WATER SYSTEM. " /• w>oww PLASTIC SHEETING, STRAW MULCHING, OR OTHER APPROVED MEASURES. / MEASURES C6.1 JQJ(nix �� SHEET (Lvia_mX I Q a 0.° R MAY BE USED SHORT TERM II wco O�N� 0' i ANGLE FILTER FABRIC W/ UTILITY ORK AND W/ PHASING OFWDEVELOPMENT =g`_ • w Q a 7 0 O>- H ��aE�GG�SS Q :--' Sp.�� I FENCE TO ASSURE SOIL IS TRAPPED ■■- _ Q o a N in 0 k 4, Ck 01- ON wPFP'it ..G •y'Q'o ■ } _., iikuitliw ullluluili�l'li EL a 0 t .._. '1 illiIlaI iliAillIVRIII Ip1a Iithl, w[r I ll,i 1a l Rll Q pit .• *.• .... • .p. i ♦ FLOW tJaii:S :i;;�I:ii::• mrtlrililt it aomtadlarn f w D n_ U Q ' iiiiiiiii7iit, 'iii Il°1111f1111101 111111I111Il111' I a ->¢cE z ae -°: '' 'PE11111!M riMtli1.46 11,41llpouol lril Illi'+nlvi .A.'i .�'... •R ISIn li 111 , ,•r, 1 1 1 1 1 i��.l - Q O ~ N ►: x .r. tnialtlllllr rilsl.I:,,, rl l lUl1, !ll !11111• ' t' 1 T T •� • -2 to ? x�rrs..,.l,r „ !'.Id1 tilt 1 r�i Z in.4.•:°:.: :Q' a ••f• • • 1lilllll]l M i . Lii,, mnn• .,„numum AIIIIflilp .;.,,;,,r..••,. 1;►..// . • CJ U r • • .•4; i• •N ■ ?oripm• ■! ■ 'Iihil rliligia, -0�4G{}„iii4 1 -y■r •t T wCC Li 0°0 RADIUS .. 25' MIN. • INTERLOCKED �, =-= :-:i=--- F_-• 1 T f 4 e _.;4 V.a•• .1�• jaw-■r-=a.--E - -- 1-.1t,i, E 2'x 2" POSTS i:.l;;�¢ Il=- _ _ w z °�° �4�5 PLAN VIEW __==- ___ _-__=-=_:I-' m Q CLEAN PIT RUN OR 3"- 6" CLEAN ROCK '•Ip OF ` -''=LLr _" s,a 1.1 O ptt ��, SIS AND ATTACH w w zCC 0 u. ¢ w `.0)0,c. NTS -� 60"4 ~� AREA DRAIN o N c� wre SUBGRADE REINFORCEMENT AN . 1\ a U w z(A ,c " ty\l] a� GEOTEXTILE, AS REQUIRED P� CATCH BASIN wpw �z _--I til 4 p cE ¢o 8' MIN. USE STITCHED LOOPS ..i,.....:::•;,• i ...• , * o¢7 LA I DEPTH 3' minimum OVER 2"x 2" POSTS NOTES: imi """""""' z v o I-Cr p •20' MIN. FOR SINGLE FAMILY AND DUPLEX RESIDENTIAL from toe slope. ■ FLOW y„ui,l.,t,, Ili'lalitt�}r a - J('Lj J J vnulli'+1 w _J a (/1 1. BURY BOTTOM OF FILTER FABRIC 6" -i- 1RII,irailll a o EL ¢ o a '� VERTICALLY BELOW FINISHED GRADE. IIiPn I'1' llii GRAVEL CONSTRUCTION in = - ....b,,„.w': z 2. 2"x 2" FIR, PINE OR STEEL =e __� •, r,;;,;•a1. ''u•••.::.., ¢ j o z o rCt ENTRANCE CURB RAMP �1 I o ;, ,, i, . ni -- -- -----4 "", , - w ~d `` N I FENCE POSTS. 111 lili IFLOW V P• r I-- F- - 1 Q w I o Ld a v ni,llplill il. • 1 1�1 + UPHILL SIDE OF SLOPE. �' IblUlll1111l1IE �- ? -� In a o o a .41111111111.11111111111' :'f'.. �V�= .�'I'` �/� a IrII1lIi111U11' U m � ' O vi +-��►++ ° �• 4. COMPACT BOTH SIDES OF FILTER FABRIC ��,��/// a nu1flow z w_ t a w 2 z¢ ' ae o vV''' //. . 7" / / �r ,. ti NOK TRENCH. III1 v iimiiri,74. 2 Q N � X w Z Lt 2 0 w 00 EN \Y•! \\\ \\.\ , �:•< ' .., a • ` `• 14111'AllilliE w �- _ U O 4 O U cn ce n w u_ / / .\/ .• 4 i 5. PANELS MUST BE PLACED u�uuIIIIII41, w O to 0 x w li Z 'p <w d o 0 • /•\ . .0 ! ��\\ \/ -, • • '�,_ •1 rp� C I ACCORDING TO SPACING ON 11r.'llTh!lIiI�, X n -co -H Ln z-J z LJ PROFILE Or I LE DETAIL NO.940 ', iiiiiiiiiir z w:I z o z a o Er< / / .. . • DITCH INLET PLAN VIEW , NTS R+,.wnultli" O W ci' w j y. ZZ �. c CT 00 3fw)-w�a1-r NOTES: 1 - - a� ¢ �� o0 2-J m u_ 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF ,.; ,�+ �.s,`.,` .�.: 6" overlap of bags. U F- + in -r.,K o m a o� X14144 .w '+. NOTES; w o wond SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEAN S,' ,". '+ FILTER FABRIC MATERIAL p p 7 x ©� ¢ 0 a (n OUT OF ANY MEASURES USED TO TRAP SEDIMENT. ° :0 •' 1. ADDITIONAL MEASURES MUST BE Q ; L 1n o �� -' • 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF- WAY. 1,••:• R.f� � r� • .� 36" WIDE ROLLS U ��.-. EY I- �s' d a"-'1 ..:o, �.ti�* CONSIDERED DEPENDING ON SOIL d DE z-a: 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABIUZED WITH CRUSHED STONE c- $;;�•p� •••:$0 +d I.e.,i',. l- l Q w a C9 w n 0 +•+6:44 I�.. . a z 1-w t17 0 6 0�0:+.0.0.... TYPES. J u� o a 1- cn a THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. ,++�� .��„g;�;gor`'�Z ,r '; n O d a o¢�m--w rn In I �; i•O��O•a'.'. �R. z - T s v mZ CC 0,Sj o W cn t17 F. 4. WHERE RUNOFF CONTAINING SEDIMENT !ADEN WATER IS LEAVING THE SITE VIA THE CONSTRUCTION Ro+•.y w w< c� w x 2, o [n H 2 �y +oL•o zw , w O zN ¢ 6w a ENTRANCE, OTHER MEASURES SHALL BE IMPLEMENTED TO DIVERT RUNOFF THROUGH AN APPROVED w'' `. o No 2. BIO-FILTER BAGS SHOULD BE ' �' COc7 co _ FILTERING SYSTEM. is ` �' �� ~� / :?J STAKED WHERE APPLICABLE USING i, er Q LU o W o w a I o~ ��ss oc��oac� } 5. DIMENSIONS in a t/a '1 _1 Ui EL o c)co O,. z •� 117 `n C SINGLE FAMILY I I I I I (2) 1"x2"WOODEN STAKES OR `•' ¢ w - ¢w C Z o�o o wm rI CP; o Q •- 20' LONG BY 20' WIDE 8" DEEP OF N. MINUS CLEAN ROCK. - FOR FURTHER INFORMATION APPROVED EQUAL PER BAG. T �, z o w w a i a a - to U S MAXIMUM SPACING LI DOMMERCiAI, ON DESIGN CRITERIA SEE FOR FURTHER INFORMATION ¢ -x_ O ce o u z m z O C ., - CL - 50' LONG BY 20' WIDE 3-6" CLEAN ROCK, FOR FURTHER INFORMATION CHAPTER 4 OF CLEAN WATER 3. WHEN USING 30" 310-BAGS TO ON DESIGN CRITERIA SEE x I- tJn 8 o r m T o �' 0= """- - GOVERNlNG AUTHORITY MAY REQUIRE GEOTEXTILE FABRIC TO ON DESIGN CRITERIA SEE SERVICES EROSION PREVENTION CHAPTER 4 OF CLEAN WATER Q w ¢ w w a¢n o e O N FRONT VIEW PROTECT A CATCH BASIN YOU MUST a • ri ce a 'C N E PREVENT SUB-SOIL PUMPING, CHAPTER 4 OF CLEAN WATER AND SEDIMENT CONTROL SERVICES EROSION PREVENTION --� ♦ ¢ w x L 8 3 o N = an SERVICES EROSION PREVENTION NTS PLANNING AND DESIGN MANUAL. HAVE 4 BAGS AND THEY SHALL BE AND SEDIMENT CONTROL in : U w Q o .� O r�M "-' AND SEDIMENT CONTROLm W z- tv,-, v,n ' -0 a) ti U Cn PLANNING AND DESIGN MANUAL OVERLAPPED BY 6". PLANNING AND DESIGN MANUAL. o L5 N rn 2 `, � o CO aa C., O �o U) •5 U CONSTRUCTION ENTRANCE INLET PROTECTION WATER QUALITY SWAGE a, a C1eanWat er Services SEDIMENT FENCE aeanWater Services TYPE 4 C1eanWatcr Services C1eanWater Services Detail Drawing 855 REVISED 12-06 l Mar commitment i,clear. DRAWING NO. 875 REVISED 12-06 iur commitment it clear. DRAWING NO. 915 REVISED 12-06 Mir commitment is clear. DRAWING NO. 700 REVISED 12-06 Our commitment it clear. D PRO,c-F �Oe s�� OI NfE� / 6. 14,758 y OREGON 74' -Tel '':5 4- RY 23' -•& i'P""Y A • R'\ EXPIRES: 12/31/2016 P Protected `\�• ,� '� 4 a RIPRAP: Natural Area > .\\� \ t < �,\r� tr . ROCK FOR RIPRAP SHALL BE ANGULAR IN SHAPE. // // // // /,/ 4 //// / // Oa not disturb soil or rayatatlQn. \/�/\/ IS\ / \/\/\! \/ / w; •,• / \/ \/\/`% • '•• • •�L J •THICKNESS OF A SINGLE ROCK SHALL NOT BE LESS THAN ONE-THIRD ITS LENGTH. i This arse protects water quality. 1 .,^ {[l. . ��•j-s. U �` s+,ten.d«.�..«:1..a......1.w..nH.".nl \ / //1/j/\/.\\/ \/i /1"' ^ 1\\//\\//�\ \/ •O}ilii••.A:faM. O •ROUNDED ROCK Wlli.NOT BE ACCEPTED UNLESS APPROVED BYTHE DISTRICT. \ i\\ \ 6- \\r\ ,� / • A• "•// . el bil 4 . LONGITUDINAL ANCHOR TRENCH TERMINAL SLOPE AND CHANNEL :."• •0!:- Z v (ka,l5��trr SertiicrsC .0 Z N RIPRAP INSTALLATION: 4. ANCHOR TRENCH "�`••• •`o°••••i O Iwai w,-a.ao �� •`. •••.•.••: c0 • EXCAVATE BELOW FINISH GRADE TO DEPTH&DIMENSIONS SHOWN ON APPROVED PLANS. ....c".'"`".,a."'"'"....LO -4F Alc.4 ,� �!�:•�.•.1. - 0 J INSTALL WOVEN GEOTEXTILE FABRIC. aI lk .---- "ja.'•. „. "' (/l •PLACE RIP RAP TO FINISH GRADE. 0 = = r:'S1 • O_ Lil L ii 12'X18'SIGNS SHALL BE PLACED IN A MANNER AS TO CLEARLY IDENTIFY THE SENSITIVE ii 4 , STAKE AT 3'-5'l __ V) 0 NI AREA AND VEGETATED CORRIDOR AS WELL AS AT ALL POINTS OF ENTRY SUCH AS THE * lf t �� - ENDS of GAGS r' INTERVALS. BEGINNING OF PATHS.TRAIL HEADS AND ANY PLACE THAT THE PUBLIC MAY WANT OR BEIt" t3�YPICAL It z •GRADE RIPRAP SHALL BE THE CLASS AND SIZE OF ROCK ACCORDING TO THE FOLLOWING: ABLE TO ENTER AREA. P (� r'A � I, P Ga ,Y W CLASS cuss CLASS class class c$q�o�^ PLAN VIEW LLi Iso Sao zoo Toa zoos ��' P TS 0 PERCENT .../....„...c...„..-- N si► ' Li 50 30 . 100-60 WEIGHT OF ROCKOo(LBS)-500 2DOD 1400 (BY W2OEIGHT) t. / \�>,f/�\��\,` Q 30-15 60-25 140.80 500-200 1400-700 30 ////� CHECK SLOT AT 25' INTERtfALS j15-2 25-2 80-8 200-20 70040 40 )40106: (� ��/// is•• 0 2-0 2-0 8-0 20-0 40-0 10 Protected // ////\��'` ISOMETRIC VIEW '•..• BIOF1LTER BAG z Natural Area �1�\//��/ I I I�.. •:-444. �r .- /� trio:r�amna itolc or ,� - :iZ * .••• :1 K ' 7 i CC -J 'Mama sxvtaea wstn*saw. (� e�r4:1! •�� a'.i.i:.?. s •= 'a' 5 ...Da .d....fw..r......,,, )� ...t., 5,/ c t�,�t�'sa, filitta iii', �, 6- LIU 0 -- .,.per. ./ / / /:,• I „/.// \/\/\W ./ // - W � ,ISM 11114106 FI L rt W Y 4-X4'SIGNS SHALL BE USED FOR AREAS WHERE A LARGE NUMBER OF SIGNS ARE NEEDED 33 INITIAL CHANNEL ANCHOR TRENCH INTERMITTENT CHECK SLOT U SUCH AS THE BACK OR SIDE YARDS ON EACH LOT ADJACENT TO THE SENSITIVE AREA ORj NOTE: �= Q CC VEGETATED CORRIDOR IN NEW SUBDIVISIONS OF PARTITIONS. NOTES: 1. 310 BAGS ONLY REQUIRED WHEN CC 1. CHECK SLOTS TO SE CONSTRUCTED DISCHARGING SEDIMENT LADEN WATER. FOR FURTHER INFORMATION C� W a o PER MANUFACTURERS SPECIFICATIONS. ON DESIGN CRITERIA SEE CI o 2. STAKING OF BAGS REQUIRED CHAPTER 4 OF CLEAN WATER 2. STAKING OR STAPLING LAYOUT PER WITH EITHER METHOD USING (2) SERVICES EROSION PREVENTION I MANUFACTURERS SPECIFICATIONS. ,. AND SEDIMENT CONTROL 1 x 2 WOOD STAKES OR APPROVED EC I' FILE: eLNKTCriaEQUAL PER BAG. PLANNING AND DESIGN MANUAL. CC M CLI o to g _H R I -'� RAP D - 1 ,I\I L S MATTING CHANNEL INSTALLATION OUTLET PROTECTION C1eanWa6cr Services VEGETATED CORRIDOR C1eanWater Services RIP RAP CleanWater Services ❑ ¢ (/] iur commitment ie clear. iur commitment it oleo. BAR IS ONE INCH ON PLOT DATE: 1 OM N Our commitment it clear. $IGNAGE CleanWa6er Services (DRAWING NO. BOO REVISED 12-06 Detail Drawing 820 REVISED 12-06 ORIGINAL DRAWING N••-• ••w x - REVISED 12-06 Our commitment it clear. o 1. p'-C1d- DRAWING N0. 790 CO ox I DESIGNED BY: CHECKED BY: ,NNW m AAR BDL j� a JOB NUMBER aror,¢x 16802 IBJ wLid,mw DWG NAME: 16802 - C6.2 ECDTL zrl=ZL� _ >°Lind w SHEET C6.2 Li..(1)iL=x/ W I- < CI FOR FURTHER INFORMATION 1'MIN. - FOR FURTHER INFORMATION MATS BLANKETS SHOULD -10 ON DESIGN CRITERIA SEE CHAPTER 4 OF CLEAN WATER INTERCEPTOR DIKE I I ,e ON DESIGN CRITERIA SEE BE INSTALLED VERTICALLY - ;c SERVICES EROSION PREVENTION �� .SII CHAPTER 4 OF CLEAN WATER DOWNSLOPE. ` P IF AERViCE EROSION CONTROL 1 SERVICES EROSION PREVENTION STAIR STEPPING CUT SLOPES OAR - - PLANNING AND DESIGN MANUAL. ( ��+� �� ` VEGETATION PLANNING AND DESIGN MANUAL. III ! _______ �� DEBRIS FROM SLOPE 1=1!I I � �% !'� � CMP OR HDPE APPROPRIATELY +.,r ,Lt•�• + F101 5'• 6 LARED END SIZED FOR EXPECTED FLOW ' ' •' � OR TEE. III .:'�,' ,' ,• � ABOVE IS CAUGHT � �� \ -7- �' BY STEPS 1 lo "'•^�' \ ?.•'�A^';; 'z �� ` 1.� Ill -��i%` :S FTI IQ� yr �+g 'a"A41111 -�_ ,,,0,�;-I I 1=1 ,I 111 11 I ,' �� /\ \ \ SCOUR HOLE k4 i' y^ -'!' w' i , +.a 1 1=1 1 1-i RGJ // / / / ..': n'...''...!'..!'...:*.';''.-, • " �. t 't 111 I " "=_1111-=111111= r /7> \ \ % .•:: ...," ter`'' AVIV. 1•,•.:�.::-� ':. -�`:'filer �' :. . .>..:.. �- - = - ,k•a `+'Rl• ..•a. k •.•.i Vo , >+. t:. `, �1�'' .. ■ -11I- ��:'t'. !-,�''=1 I I-I , A=111.------r1 r r \/ , : - � wr:-� '. • �i<-.. +.. ti..t' : ' r� a _ � �� - I 1=1(I-1 I I-1 I l- =`=111=I[I - 1 I- � s.r • :.:�='` --•' .. ,w. -::.- i ______L..--,---------- 111 _111-111-111-111-111-111-111-11 _ z +• ....40.,.,...A.-.1,,rrf=.-!,-.,!,..-.:.!--.,,,,,t.s f ,� •.<- • ' J- 1IIII ^ 1 1.1 -1 --�-- r \//\ �� :, f' =i`?=�y?:`..;,.•'-'�',moi:. _.•.. ... : �. �, 1 r 111 ^ r �n .,. * + -`7i rt .� •I r. ..y. '•`:. - v ANCHOR AT 5'CENTERS. -v ■ � �� =111=1 A.-7 ..2_,:_/ / / CC '"r rid=�i*r. wrf�•,i %i ��"« L � J- 10 - w- j��r,-.-.'' ..••.:' „• yam �� CULTIVATE SOIL TO CREATE FURROWS �11 ' a••'- roi PERPENDICULAR TO SLOPE 11=1 WATER, SOIL,AND FERTILIZER r r r /\\\ =11I=11 • CAN ARE HELD BY E OMB ESTEPS. HANTS //\/\ -1 I 1-I I - ON THE STEPS MIN. 4" \\\\ OVERLAP . i'MIN. " =III- r /\/SEDIMENT FENCE I REQUIRED WHEN DISCHARGING \. I 4 -LY /+` III-i r // SEDIMENT LADEN WATER. TEMPORARY �� 1 1I ' '. I., -- -- I- 1-� \ iI\ 1 71 SLOPE DRAIN wimp �: II r r '/ 6" 01 SEDIMENT FENCE. .. Yrllj � �.�*- grk, I► UNDISTURBED } �: ��n " 11- ' - ' - \ VEGETATION GROOVING SLOPES �/ �r 7 k._� ��2\�'• .�•�"' ►' INTERCEPTOR / 14 4i / FLOW / �•II Vir �I �.- F`•+� 1 ,;,,., swALE I� I I I 1 �� \� STAPLES IIIIINi�,� ` �.�:.��. �� '�� 1 's11�� s`'�� 1111 �rG• , \)\ ,,� ISOMETRIC VIEW \ �\/ 4� (02M m+q"--'i III. �. p s!+•F' t►+ .ft 11� ;'1.'614:: A;t' �� •S* ' I \t a� - 111 ..' -I f -I 1 - TT .��y�t: ;' 1 Vit; a ;,;'��`i'7r,r� I I-II i 1I 1 -x , I a »- ,n �?-� 11 111.1 ;: 4i 10) +ori!+4t1 la tii ; ' .��r~ ,,,s,c"�I,� - 11=1 . 11 : TYPICAL SLOPE _ ... .'::::.:': rn c i M � 11 ' �1�tifal1r ; 1 USE DOZER TRACKS TO CREATE GROOVES =I I ITT '' t SOIL STABILIZATION +\ ^ ......,,5,.'-e.'4: /. TA IZATION ti++�( �� PERPENDICULAR TO SLOPE •�+ \ ';',..4•' '1\ �° EXISTING GRADE � '€� . _ - / \/ / /\ ' sD �_ - pj - f'i , i ♦� - + I NOTES.1'� r p:rl'• `.'r�� OF ROCKS \�\�\�\/.\N/•\\/, 6D 3D ��0 - `i- = I-1 I I=1 I /� ,,,� _ CLODS, STICKS AND GRASS. MATS/BLANKETS \` �� ► I I I j ) � SHALL HAVE GOOD SOIL CONTACT. NOT TO SCALE s I=1 I I-1 I I- 2. APPLY PERMANENT SEEDING BEFORE PLACING O M 150 l,i`-;acs- w 6°MIN. .i,:r;<rs�re:;j• CNS Dov �� 3" BLANKETS. Q a) 0c1-0 - cps _ _,::• ski f � ��E��R,..: �� •a> 0 ,10 �,, 1 I-III-IIIa o - I =1 1=1 1 1=I 3. LAY BLANKETS LOOSELY AND STAKE OR a a 4 GROOVING l5 CUTTING FURROWSu� � � U a vi--1,,,,..:„� es .44 ALONG THE CONTOUR OF - STAPLE TO MAINTAIN DIRECT CONTACT W/TH THE �' r ,�� ,�°_i %: FOR FURTHER INFORMATION ` SLOPE. IRREGULARITIES IN THE 111=) 1 I - i SOIL. DO NOT STRETCH. !'" 1 �j `Lcl�,aj..,-.0-4,41.:,,,. ,ll a"i ,�j*=jj=11��'rr - ""i.;;..,a ,4, ON DESIGN CRITERIA SEE .... SOIL SURFACE REDUCE RUNOFF - 4. STAKING OR STAPLING LAYOUT PER I`''T=ied, =,],1,�,I+,i1,9 lI IMM '"" CHAPTER 4 OF CLEAN WATER ..-X 1 I 1 I I 1=-_ _ VELOCITY, PROMOTE INFILTRATION, 1 MANUFACTURERS SPECIFICATIONS. SERVICES EROSION PREVENTION SEED.AND RETAlN LIME, FERTILIZER, AND I = I I=III=I 11-1 I=1 I 1 m ��p Pf�QF4.'�^/ SCOUR HOLE DETAIL-TOP VIEW AND SEDIMENT CONTROL `U, SCOUR HOLE DETAIL-FRONT VIEW PLANNING AND DESIGN MANUAL. _ a ��\ �NGI NEBR n FILE: BUJKTSLP .. 14,758 PIPE SLOPE I RAI SURFACE ROUGHENING SURFACE ROUGHENING STAIR STEPPING GROOVING SLOPES MATTING SLOPE INSTALLATION o C eanWaber Servi.es CleanWater Services / CleanWaber Services CleanWater Services y OREGON g Our commitment is clear. CAT TRACKING Onr commitment is elm. I Our commitment is clear. our commitment is clear. �� DRAWING NO. 815 REVISED 12-06 DRAWING NO. 830 REVISED 12-06 !DRAWING NO. 835 REVISED 12-06 DRAWING NO. 805 REVISED 12-06 9'Lp�CRY 21 . �4� "V q RE EXPIRES: 12/31/2016 CD 2Th Q FOR FURTHER INFORMATION Rp�� FOR FURTHER INFORMATION ON DESIGN CRITERIA SEE ON DESIGN CRITERIA SEE C) �i NCE CHAPTER 4 OF CLEAN WATER ! T, ERION '"' / CCI0`4f.r� f� I uN SERVCES EROON PREVENTION •'-•'- ►" �'/�/HF��.r�1� # 5 ROL I r .:r=..=..=r=r=r^ r. � / J QC �T'D -,•. •r`�-rf:rl:r�• .-/ PLANNING AND DESIGN MANUAL. 0 CD p PLANNING AND DESIGN MANUAL. I � �• ''• �"'' - _. • :• +` I •.:,,,;,,..„:',.,.....p: . 1 ''�--- r :�'" ".. :``- u rn ET S)DE•�- r=n=1.rr-r=r=r=r,.1. TOE OFSLOPE r� Cl\1'/1' , �: 'birs<: to+j :.Y OU1f.�` . �i"i:.- i' :- :: /� • -G `T� S• . S.f,: s w r r • r • r w w r �V CV {�} :� �';' SLOPE :.=.._.. .:-..-..-..=..=..=..=-. +� 0 C] r�yJ��1. 3' �� _w�+�''Iriv fii.s =-I�ri.. CWOOD STAKE Ail;rs;';.•'"_rF•+='o. r.,w-w.t� . U CO° s:.rr-71,firr-1;,%114,.*dU :..,•sev � CV , r , 6" PLACE WATTLES ALONG SLOPE CONTOURS. z frr •,,ar�i.�_,,, rr�.;.w•"-all 6 Z I- :, _ - .,- PROFILE =G%rs�'e'' te�'f'�:lFr W I a -. •" .,I�s.�rs�it!^1 ic�:l W _ ;" +`: ��' SUBGRADE GEOTEXTILE O 1� •ate ,n ,opo•♦'. • -,.Ate,,a,i�pa•l. ��' ♦ `.`y. (I) Fr) 2"--4" ROCK x: "�`•i� -;�-`:;Q.. ''3OA ,..6.,1&' ROCK WITH MAX. SIZE, 6". tt CC UI l ;;.•'_.•., 1' �;▪>r4s MINIMUM 12"OVERLAP Z "til`.+.+..- 4'iwitifr ;4.7,.▪ wh70" OF SEAMS.c7 x W Y.,-�1_ Y M� FILTER BERM RICE,COCONUT OR EXCELSIOR `1-" 4,,,,r,,�' ),:,„ W La WATTLES �.• tiv ''t rl •+ +•+•+•+ + Z V/ u l, '.71••%,V$•-1•A. .♦ BRUSH BARRIER + + + + . + + + + �•1: Q ROCK CHECK DAM ,.�:;.,r.r ..� •+ + • + • +▪• ` + • • • Z CO 4;1••r ;�r4,: DRAPE FILTER FABRIC OVER ��rI�I • ••+•# + + + + + s+ + • +•+ + • W = u BRUSH AND SECURE IN \ ,:....7,4.151.1421761.4404r� � • • • • / U STAGGER 'may TRENCH 4"X4"MIN. WITH 3 i��, + # # # +•.•r # 4• r #• ci � JOINTS COMPACTED NATIVE BACKFILL. 407 �/��`-`�1j.jj.Ay` • � :+ r U U SECTION r.-. . Ste? •�•• ��i�• \ `,`#`#` `.`+'+ .':':+.+'+«+•+ '+*+.� .•.•.*+ ++•+++•*++.....+.;`'� : �/I� ++� I� ♦ / • +` r+ + # +a 4+i ♦ .....*:*.**„.***▪.*:*„.• ♦ ♦ a•♦ ♦ + f+4.4 •+a+• • •+++•+•+• +•+f • .;-.X., �r+'`-i•...... ♦ ' •• • + + + + + ., .........••• . # i . .4 4 4 4++ 4 4 4 4•_•• •#• # + CC Q� iw/ w + ••••••••••••.;*+ 'v: +•4 . + ••• + + .. 'a:. + a a'.. • • ,, �1�r�'�f+fir~1,34 �,�•.•.•�• •+•. +• ++++•+++. •++`!`!`+++++++ * * 1}A + + + + + + + + + + 4 +'+• + . 2 o STAKING SPACING 4'O.C. : ''j/��:rffI��1�♦ 4, LU + • . + + # + In •+ • * + r + >4 x + + # ++ 4 4 • 0 4'tr%'r ~I� ~ 1� •� a'• a .: + + 4 • ++ + 4 + + + + 4. I o ` //��r i�~I�~��•1 •.+ + # 4 # + + # # # a + + + • • '4 • • 4 ... .. + #�. .+ + Z CO x 1 Ir'i • //r�r..f..��1...♦ r•4.4.4+• '•'• • •a++, + + # r ♦ • +l = + ; ..{� Y+ . o . • • • •••:.• �1`414.�:.....4## / ANCHOR �IhIh1�� Ift�.: • • 4 4 4+`+'r`4`a`a'r r`aY++++►+++l+a#a#++++++*+++a#+#*#+++4+4.4.4 •r •..,,,,011-4,......+ .�.La ,r •.1 J.•.9,,'7 1'g.1,, 'r• L�,.;.'�� iii I �1 �II'i� IIiJ��. .w.-'-i�-u�.a�u �6 [L fie,: l=m=l + FLOW o FLOW FLOW < ,. i/ �r+i•.4:0111, • DOWNHILL -V�ll�ll�:o.:�..,n^n�ll�n�n o it-:.:- Lii I d Q 1. •B o �- _ . r%/��Ci�o~ 041.••�...;�% EDGE OF V L /��f A./�X11.. FILTER FABRIC ,r rCt Q •♦.:: a: • o r411=..11�.. ,,,...7'.-::-;./....." :�•:.7 ~��' 4..•�� WITH STAKES, 4 j ` :01p1;,.K .,'-z ;.� II IL�R ' I�1��Aii:. .s /- BARRIER REQUIRED @ TOE OF SLOPE. 1o �f SANDBAGS OR ' meq "' =II=14-.1, •' i +, EQUIVALENT. x C> 1 • - 44, a TIGHTLY ABUT ADJACENT WATTLES. MIN. 5' TO 15 WIDE BRUSH =s ,„1? . 3'_5'MIN.HEIGHT• PLASTIC SHEETING O U L = THE DISTANCE SUCH THAT POINTS y BARRIER WITH MAX. fi" """'l101i /� Q A AND B ARE OF EQUAL ELEVATION 1'SUMP OPTIONAL o tl DIAMETER WOODY DEBRIS. CC CL Ur NOTES: I- CI ct (.00 1. MINIMUM 12" OVERLAP OF ALL SEAMS REQUIRED. >- X PLAN VIEW NOTES: 2. BARRIER REQUIRED ® TOE OF STOCK PILE. W ix SPACING BETWEEN CHECK DAMS 1.DIRECT THE OUTLET SIDE OF THE ROCK FILTER 3. COVERING MAINTAINED TIGHTLY IN PLACE CC m w NOTES: FOR FURTHER INFORMATION BERM/DAMS ONTO A STABILIZED AREA,SUCH AS BY USING SANDBAGS OR TIRES ON ROPES WITH A 0< Q 1. STAKING SPECIFICATIONS: ON DESIGN CRITERIA SEE VEGETATION AND OR ROCK. FOR FURTHER INFORMATION MAXIMUM 10' GRID SPACING IN ALL DIRECTIONS. O [I'3 a. 1"X2" WOODEN STAKES CHAPTER 4 OF CLEAN WATER 2.EMBED A MSN.OF 4"INTO THE EXISTING GROUND/EMBANKMENT. ON DESIGN CRITERIA SEE Q Q b. ADDITIONAL STAKES MAY BE INSTALLED ON SERVICES EROSION PREVENTION 3.USE 3:1 OR FLATTER SIDE SLOPES. CHAPTER 4 OF CLEAN WATER DOWNHILL SIDE OF WATTLES, ON STEEP SLOPE OR AND SEDIMENT CONTROL WITHIN THE SAFETY CLEAR ZONE.USE 6:1 OR FLATTER SIDE SLOPES. SERVICES EROSION PREVENTION BAR IS ONE INCH ON PLOT DATE: I CA 0HIGHLY EROSIVE SOILS. PLANNING AND DESIGN MANUAL. AND SEDIMENT CONTROL ORIGINAL DRAWING ..OTQC D 2. SPACING IN ACCORDANCE WITH DETAIL 940. PLANNING AND DESIGN MANUAL. r - 1 0 1" co c°0`O�`i FILTER BERMS DESIGNED BY: CHECKED BY: 23 is CHECK DAM WATTLES AAR BDL ROCK CleanWater Services C eanWaber Services ROCK/BRUSH CleanWat er Services PLASTIC SHEETING CleanWater Services d C71"DX(0 Our commitment is clear. Our commitment Is clear. Our commitment is clear. Oar commitment is clear. /��0 DRAWING NO. 840 REVISED 12-06 DRAWING NO. 880 REVISED 12-06 DRAWING NO. 890 REVISED 12-06 . DRAWING NO. 810 REVISED 12-06 JOB NUMBER ia_toNQx �c;� 16802 DWG NAME: QPFzu-_ 16802 - C6.3 ECDTL z ¢_1ux SHEET C6.3 ILU)n_DX