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Plans (97) DURHAM ROAD A rye s ` ��� - .qy 1 _ -� 775 ---' -------------H 0 , t'5 I t\l ' , \ e ._`' . m ,WATER FEATURE -" t j TPS- ♦ : It"' in TPS DRAINAG= r I I MODIFICATION- SITE w •. � +�* • --- - I- LOCATION SE zii, ' °D , I ENLARGED P -N !I > f t 41:-'" . I THIS DWG = `w +r WATER 5—......,„____,.N,,,,,,\,,,,,.,.,,....„iii„„:„.:„....\----------7\\\ �` FEATURE4ZsirAli % ENTRANCE Q r __' = nd �- j gym_ • Ti'k •ENTRANCE—�" 0 , ..... ','''''..., t, :'',./.. - 1 1 0 vp 0 e„ , ...., , /...). IN ,,,„ ... o � r...„ off .'r . /. / :: ;It © r' \ J{ ilk \ .� (" / /, �J( lk M sl... •N * r --� FREIGHT LBS ELEVATGLLIOR f F440:, " .`' ire G 8000 M MIT II '' --- ...- tr, • 7 m 3 AERATION J '�� i' � PRIMARY p CHEMI A 1 `.' '� f VVv` �� 1 ® CLARIFIER BUILDI c N0.I4 _ ff r` , �. NO.4 SECONDARY STORAGE I r CLARNOIFIIER ■ BUILDING ' .1 i ir:-11-1‘ o a §d AERATION a RA --.... •. BASIN m"" 111 NO.3 PUMPING 7> _ . fink tillOr* 1117) F r STA�TI cc N • 47 ~--i I cs 73 ' 'ESS FLO . SECONDARY m DIVERSION EG CLARIFIER m " - - <I' r = PRIMARY W. zF 4 CLARIFIERS RUCTURE SUB NO.3 O' I �'. - NO.3 EAT10N .' f / III SURGE BASIN L 40: ° _ NO.1 0 ROAD"C" c.,? r.,. . pi ;i , _,... ENLARGED CONTOUR PLAN ., ...., i i © '. " PRIMARY • SCALE:1"=40' ®� CLARIFIER �►t e NO z p . NOTES: KEY NOTES: t ATION 3 • EG BAS 4 1. CONTRACTOR SHALL CONFINE OPERATIONS TO THE STAGING .R- 1 NO.2 • • ° VE AREAS AND WORK ZONES INDICATED ON THESE PLANS AND O GATE IS FOR TRAFFIC INTERNAL TO PLANT o PRIMARY r'' SECONDARY ICAL SRUC7lf SHALL COORDINATE WORK WITH OTHER CONTRACTORS ONSITE a CLARIFIER 1 CLARIFIER �IFIE' 1" THROUGHOUT CONSTRUCTION.CONTRACTOR SHALL NOT BE O SPACE AVAILABLE FOR CONTRACTORS NO.1 NO.2 O.3 4 .111111310 ENTITLED TO DELAY DAMAGES OR CLAIMS RELATED TO ONSITE STAGING AREA 00 • f— % L,�_ COORDINATION WITH OTHER CONTRACTORS OR (f TION J 0 SUBCONTRACTORS. Iy,, — AL M I i_ IER 2. CONTRACTOR IS RESPONSIBLE FOR ANY WORK REQUIRED TO NO. �5•Q •2 t /' FILTER t ,+ ti PREPARE STAGING AREA INCLUDING BUT NOT LIMITED TO 0 SECONDARY . Cc ":Ar, BABASIN C; FENCING,PAVEMENT MARKINGS,ETC. V• ol CLARIFIER CNd ' NO.1 ' ' 3. NORMAL WORKING HOURS ARE 7:OOAM TO 5:00 PM,MONDAY- �Oq�M1 / FRIDAY. o Oh CL E"IIFIEL * Rl�pO„F rte 4, CONTRACTOR SHALL INSTALL AND MAINTAIN BMP MEASURES AS m /0.1 ,✓�**".e REQUIRED DURING CONSTRUCTION ACTIVITY.THIS INCLUDES S O&M «p." CATCH BASIN INLET PROTECTION,SILT FENCING,ETC TO PREVENT OFFICES • 0 J /J«'" SEDIMENT LADEN WATER FROM ENTERING THE STORM SEWER 0 .44....* t SYSTEM. ✓'�.+ 'SOLIDS I 4 Q� �•' I a WATERING Q @ ''} l Zr r La cl' (--i- SITE PLAN 0 100 200 4 SCALE:1"=100' 1=100' RED PROFF t v �,st• .wiNEEa ���0 Q 75689PE v EVi90.41 S[yaat<me N06.890. DRN: VEE 0TE: MARCH 2018 PROJ NAME: SHEET TITLE. SHEET: 2 OF: 8 DWG#: h f DURHAM CIVIL .04:`'4's07. QP a 85 DSN: MIT DWGw THIS BAR IS ONE INCH CleanVv r �Ces TPS STORMWATER SITE PLAN, 5/16/18 G-02 gFlraKEo�P (i CHK: CAD FILER 6368.080 C-M.DWG WHEN DRAWING IS FULL DRAINAGE IMPROVEMENTS CONTRACTOR STAGING AREA, IEXPIRES:06-30-20191 SCALE. Oar commitment ii clear. ' 2 APPD: - SCALE NTS AND ENLARGED PLAN6368.080 LL D_ REV# DATE DRN APPD DESCPIPTON 2550 SW Hilsboro Hwy. Hilsboro,Oregon 97123-9379 V,2,#: ENGR STAMP: • EROSION AND SEDIMENT CONTROL PLANS nowyr.PIPPEN LN pA�ND ;• e2„ < • - !CABLES • ENGINEERING FIRM ~ U w_ ; rm' FORD sT _ 411 OWNER: CLEAN WATER SERVICES PRE-CONSTRUCTION, CLEARING, AND GRADING, STREET AND UTILITY AND SEDIMENT o 1�• " °RBURN PL' •BL CLEAN WATER SERVICES .,". <e 0 HAMLE'-T AML•! �'.''Y..VE.6, m • -LN 2550 SWHILLSBOROHWY DEMOLITOIN NOTES: CONSTRUCTIONS NOTES mm ui 4 a P HILLSBORO,OREGON 97123 o" 5, A • a • ' ,'TURE c��i AHURC (503)681-3600 1. ALL BASE ESC MEASURES(INLET PROTECTION,PERIMETER SEDIMENT CONTROL,GRAVEL 1. SEED USED FOR TEMPORARY OR PERMANENT SEEDING SHALL BE COMPOSED OF ONE OF ��,- y `dry x•voNsr? - .`h ,o, 4.1 CONSTRUCTION ENTRANCES,ETC.)MUST BE IN PLACE,FUNCTIONAL AND APPROVED IN A THE FOLLOWING MIXTURE,UNLESS OTHERWISE AUTHORIZED: ^ k ul , •, co° ENGINEER: INITIAL INSPECTION,PRIOR TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. A.VEGETATED CORRIDOR AREAS REQUIRE NATIVE SEED MIXES.SEE RESTORATION PLAN •• L. Dmo m _�m. ;* - MICHAEL IDEHARAFOR APPROPRIATE SEED MIX. _ 2. SEDIMENT BARRIERS APPROVED FOR USE INCLUDE SEDIMENT FENCE,BERMS CONSTRUCTED B.DWARF GRASS MIX(MIN.100 LB/AC) , • OUT OF MULCH,CHIPPINGS OR OTHER SUITABLE MATERIAL STRAW WATTLES,OR OTHER 1.DWARF PERENNIAL RYEGRASS(80%BY WEIGHT) elcN scHooL 1 jl_15 oN gee`` NARRATIVE DESCRIPTIONS APPROVED MATERIALS. 2.CREEPING RED FESCUE(20%BY WEIGHT) r_ • wo L 'O�' C.STANDARD HEIGHT GRASS MIX(MIN.100LB/AC) _ '- �� { EXISTING SITE CONDITIONS: 3. SENSITIVE RESOURCES INCLUDING,BUT NOT LIMITED TO,TREES,WETLANDS,AND RIPARIAN 1.ANNUAL RYEGRASS(40%BY WEIGHT) i I I�i� U A^ I PROTECTION AREAS SHALL BE CLEARLY DELINEATED WITH ORANGE CONSTRUCTION 2.TURF-TYPE FESCUE(60%BY WEIGHT) TI -' . • GAR D I FENCING OR CHAIN LINK FENCING IN A MANNER THAT IS CLEARLY VISIBLE TO ANYONE IN THE I�•,:r� R�. O. 1/2-1.- 11 < CLEAN WATER SERVICES `Milt;r17/6.41..,,47.„, MP.7.65 DURHAM ADVANCED WASTEWATER TREATMENT PLANT AREA.NO ACTIVITIES ARE PERMITTED TO OCCUR BEYOND THE CONSTRUCTION BARRIER. 2. SLOPE TO RECEIVE TEMPORARY OR PERMANENT SEEDING SHALL HAVE THE SURFACE ���.•.1 ,,,,,,,9.-9'. / A ,, a TPS BUILDING WITH 4-INCH DIAMETER STORM SEWER SYSTEM ROUGHENED BY MEANS OF TRACK-WALKING OR THE USE OF OTHER APPROVED IMPLEMENTS. r ' �• �I;��j R 4. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION SURFACE ROUGHENING IMPROVES SEED BEDDING AND REDUCES RUN-OFF VELOCITY. Nin no���� l�r� �j j RHAM .. O DEVELOPED CONDITIONS: AND MAINTAINED FOR THE DURATION OF THE PROJECT.ADDITIONAL MEASURES INCLUDING, __Ilam_AN ,,. •.''�f�l BUT NOT LIMITED TO,STREET SWEEPING AND VACUUMING,MAY BE REQUIRED TO INSURE 3. LONG TERM SLOPE STABILIZATION MEASURES SHALL INCLUDE THE ESTABLISHMENT OF �mAN �,`�., ,/ m AFTON U �� eRAoB - DURHAM ADVANCED WASTEWATER TREATMENT PLANT TPS THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. PERMANENT VEGETATIVE COVER VIA SEEDING WITH APPROVED MIX AND APPLICATION RATE. FACILITY/ ER BUILDING WITH 10-INCH DIAMETER STORM SEWER SYSTEM LOCATION 'r Fac • FINDLAY RD. z 5. RUN-ON AND RUN-OFF CONTROLS SHALL BE IN PLACE AND FUNCTIONING PRIOR TO 4. TEMPORARY SLOPE STABILIZATION MEASURES SHALL INCLUDE:COVERING EXPOSED SOIL NATURE OF CONSTRUCTION ACTIVITY AND ESTIMATED TIME BEGINNING SUBSTANTIAL CONSTRUCTION ACTIVITIES.RUN-ON AND RUN-OFF CONTROL WITH PLASTIC SHEETING,STRAW MULCHING,WOOD CHIPS,OR OTHER APPROVED C�� , TIG4R0 CITY LINO . I MP'iso. TABLE MEASURES INCLUDE:SLOPE DRAINS(WITH OUTLET PROTECTION),CHECK DAMS,AND MEASURES. {g / �-- <° ° TUALATIN OTT WI x- SURFACE ROUGHENING. N.I.C. /oueHnm P�,�JgoaH ,� d. m *FINAL STABILIZATION 5. STOCKPILED SOIL OR STRIPPINGS SHALL BE PLACED IN A STABLE LOCATION AND 5lik F �e THESE EROSION AND SEDIMENT CONTROL PLANS ASSUME"DRY WEATHER"CONSTRUCTION. CONFIGURATION.DURING"WET WEATHER"PERIODS,STOCKPLIES SHALL BE COVERED WITH - �O TOTAL SITE AREA=71.5 ACRES "WET WEATHER"CONSTRUCTION MEASURES NEED TO BE APPLIED BETWEEN OCTOBER 1ST PLASTIC SHEETING OR STRAW MULCH.SEDIMENT FENCEIS REQUIRED AREOUND THE Zi.ERI ANOh �����• /�e-�R• AND MAY 31ST. PERIMETER OF THE STOCKPILE. PnR • w rc @- E TOTAL DISTURBED AREA=0.08 ACRES • 6. EXPOSED CUT OR FILL AREAS SHALL BE STABILIZED THROUGH THE USE OF TEMPORARY N SITE SOIL CLASSIFICATION: SEEDING AND MULCHING,EROSION CONTROL BLANKETS OR MATS,MIN-SLOPE SEDIMENT CD SITE MAP LOCAL AGENCY-SPECIFIC EROSION FENCES OR WATTLES,OR OTHER APPROPRIATE MEASURES.SLOPES EXCEEDING 25%MAY ALOHA SILT LOAM,HILLSBORO LOAM,AND WILLAMETTE SILT, REQUIRE ADDITIONAL EROSION CONTROL MEASURES. NOT TO SCALE 2 TO 7 PERCENT SLOPES CONTROL NOTES: 7. AREAS SUBJECT TO WIND EROSION SHALL USE APPROPRIATE DUST CONTROL MEASURES RECEIVING WATER BODIES: TUALATIN RIVER INCLUDING THE APPLICATION OF A FINE SPRAY OF WATER,PLASTIC SHEETING,STRAW PROJECT 1. OWNER OR DESIGNATED PERSON SHALL BE RESPONSIBLE FOR PROPER MULCHING,OR OTHER APPROVED MEASURES. ,.....w LOCATION INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL ASTO A MEASURES,IN ACCORDANCE WITH LOCAL,STATE,AND FEDERAL REGULATIONS. 8. CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION 2. PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BOUNDARIES OF THE AND MAINTAINED FOR THE DURATION OF THE PROJECT.ADDITIONAL MEASURES INCLUDING, HOOD RIVER Air PERM ITTEE'S SITE INSPECTOR: CLEARING LIMITS,VEGETATED BUFFERS,AND ANY SENSITIVE AREAS SHOWN ON BUT NOT LIMITED TO INSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION THIS PLAN SHALL BE CLEARLY DELINEATED IN THE FIELD.DURING THE OF THE PROJECT. Q PENDLETON COMPANY/AGENCY: CONSTRUCTION PERIOD,NO DISTURBANCE IS PERMITTED BEYOND THE :6,34 ` nGARDPORTLAND,� THE DALLES ENTERPRISE PHONE: CLEARING LIMITS.THE OWNER/PERMITTEE MUST MAINTAIN THE DELINEATION w 11LLAMOOK 9. ACTIVE INLETS TO STORM WATER SYSTEMS SHALL BE PROTECTED THROUGH THE USE OF LA FAX: FOR THE DURATION OF THE PROJECT. NOTE:VEGETATED CORRIDORS TO BE 97 E-MAIL: DELINEATED WITH ORANGE CONSTRUCTION FENCE OR APPROVED EQUAL. APPROVED INLET PROTECTION MEASURES.ALL INLET PROTECTION MEASURES ARE TO BE z ..• EM DESCRIPTION OF EXPERIENCE: 3. PRIOR TO ANY LAND DISTURBING ACTIVITIES,THE BMP's THAT MUST BE REGULARLY INSPECTED AND MAINTAINED AS NEEDED. INSTALLED ARE A GRAVEL CONSTRUCTION ENTRANCE,PERIMETER SEDIMENT N WPORTtifil, © CONTROL,AND INLET PROTECTION.THESE BMP's MUST BE MAINTAINED FOR 10. SATURATED MATERIALS THAT ARE HAULED OFF-SITE MUST BE TRANSPORTED IN THE DURATION OF THE PROJECT. WATER-TIGHT TRUCKS TO ELIMINATE SPILLAGE OF SEDIMENT AND SEDIMENT-LADEN WATER. PRINEVILLE ir INSPECTION FREQUENCY: 4. IF VEGETATIVE SEED MIXES ARE SPECIFIED,SEEDING MUST TAKE PLACE NO ri IF_ © REDMOND • ONCE PER WEEK ON ACTIVE SITES. LATER THAT SEPTEMBER 1;THE TYPE AND PERCENTAGES OF SEED IN THE MIX 11. AN AREA SHALL BE PROVIDED FOR THE WASHING OUT OF CONCRETE TRUCKS IN A LOCATION SISTER141 • THAT DOES NOT PROVIDE RUN-OFF THAT CAN ENTER THE STORM WATER SYSTEM OR C6' :END VAL • ONCE EVERY TWO WEEKS ON INACTIVE SITES. MUST IDENTIFIED ON THE PLANS. SURFACE WATERS.IF THE CONCRETE WASH-OUT AREA CAN NOT BE CONSTRUCTED EUGEN WITHIN 24 HRS.OF A 0.5"RAIN EVENT. 5. ALLLL PUMPING NG OOF SEDIMENT LADEN WATER SHALL BE DISCHARGED OVER AN GREATER THAN 50'FROM ANY DISCHARGE POINT,SECONDARY MEASURES SUCH AS BERMS • DAILY WHEN STORMWATER RUNOFF IS OCCURING. UNDISTURBED,PREFERABLY VEGETATED AREA,AND THROUGH A SEDIMENT OR TEMPORARY SETTLING PITS MAY BE REQUIRED.THE WAS-OUT SHALL BE LOCATED WITHIN 'o }, CONTROL BMP i.e.(FILTER BAG). BURNS HOLD APRE-CONSTRUCTION MEETING OF PROJECT 6. THE ESC PLAN MUST BE KEPT ON SITE.ALL MEASURES SHOWN ON THE PLAN SIX FEET OF TRUCK ACCESS AND BE CLEANED WHEN IT REACHES 50%OF THE CAPACITY. dCONSTRUCTION PERSONNEL THAT INCLUDES THE INSPECTOR TO MUST BE INSTALLED PROPERLY TO ENSURE THAT SEDIMENT OR SEDIMENT18, 0 DISCUSS 12. SWEEPINGS FROM EXPOSED AGGREGATE CONCRETE SHALL NOT BE TRANSFERRED TO THE ROSEBURG OREGON CONSTRUCTIIONOLIIMITS.AND SEDIMENT CONTROL MEASURES AND OTHER PROPERTIIES.LADEN WATER DOES NOTENTER A SURFACE WATER SYSTEM,ROADWAY,OR STORM WATER SYSTEM.SWEEPINGS SHALL BE PICKED UP AND DISPOSED IN THE TRASH. Cl 7. THE ESC MEASURES SHOWN ON THIS PLAN ARE MINIMUM REQUIREMENTS FOR n. ANTICIPATED SITE CONDITIONS.DURING THE CONSTRUCTION PERIOD,THESE 13. AVOID PAVING IN WET WEATHER WHEN PAVING CHEMICALS CAN RUN-OFF INTO THE STORM E MEASURES SHALL BE UPGRADED AS NEEDED TO COMPLY WITH ALL APPLICABLE WATER SYSTEM. o LOCAL,STATE,AND FEDERAL EROSION CONTROL REGULATIONS.CHANGES TO OLD SHEETINDEX THE APPROVED ESC PLAN MUST BE SUBMITTED IN THE FORM OF AN ACTION 14. USE BMPs SUCH AS CHECK-DAMS,BERMS,AND INLET PROTECTION T PREVENT RUN-OFF BEACH EDFORD PLAN TO DEQ PER THE 1200 C PERMIT. FROM REACHING DISCHARGE POINTS. OD KLA •TH FALLS LAKEVIEW EROSION CONTROL PLANS 8. IN AREAS SUBJECT TO WIND EROSION,APPROPRIATE BMP's MUST BE USED 15. COVER CATCH BASINS,MANHOLES,AND OTHER POINTS WHEN APPLYING SEAL COAT,TACK IR WHICH MAY INCLUDE THE APPLICATION OF FINE WATER SPRAYING,PLASTIC SHEETING,MULCHING,OR OTHER APPROVED MEASURES. COAT,ETC.TO PREVENT INTRODUCING THESE MATERIALS TO THE STORM WATER SYSTEM. E ESC-01 COVER SHEET 9. ALL EXPOSED SOILS MUST BE COVERED DURING THE WET WEATHER PERIOD. f. N ESC-02 SITE PLAN CDVICINITY MAP NOT TO SCALE m PROJECT LOCATION: PROPERTY DESCRIPTION: 16060 SW 85TH AVE TAX LOTS 251138000600 g TIGARD LOCATED IN THE ti" WASHINGTON NORTHWEST 1/4 OF SECTION 13,TOWNSHIP 2 SOUTH, COUNTY,OREGON RANGE 1 WEST,WILLAMETTE MERIDIAN,WASHINGTON La' LATITUDE=45 24',LONGITUDE=122 45' COUNTY,OREGON i x 0 ATTENTION EXCAVATORS: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER.THOSE RULES ARE SET FORTH w IN OAR 952-001-0010 THROUGH OAR 952-001-0090.YOU MAY OBTAIN 8, COPIES OF THESE RULES FROM THE CENTER BY CALLING 503-232-1987.IF EF.`o YOU HAVE ANY QUESTIONS ABOUT THE RULES,YOU MAY CONTACT THE Z il CENTER.YOU MUST NOTIFY THE CENTER AT LEAST TWO BUSINESS DAYS, .\,,:45 I ROFFs,, d BEFORE COMMENCING AN EXCAVATION.CALL 503-246-6699. �<74 ."°'N , goy S' T 75689PE 7,,. ra ra Degetal Segxatare o..1. RI DRN' VEE TG MAY 2018 PROJ NAME: SHEET TITLE: SHEET: 3 OF: 8 DWG#: OREGON 1.3"tisi DATE: DURHAM EROSION AND SEDIMENT CONTROL ''c`keo7.,-°��eQ eco DSN : MIT DWG t. PLOT 5/16/18 y'4ZrAKEO��`�P %i THIS BAR IS ONE INCH n ei es TPS STORMWATER COVER SHEET ESC-01 p_-E15 CHK: - GAD FILE it:6368.080 C-M.DWG WHEN DRAWING IS FULLPICA: EXPIRES:06-30-20191 t SCALE. Our commitment Aclear. DRAINAGE IMPROVEMENTS ii Y APPD: SCALE: NTS REVS . DATE ORN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 ' PRo�#: 6368.080 ENGR STAMP: lL a - VINT- . . yw� d GENERAL NOTES ° 1. VEHICLE ACCESS RESTRICTED TO % -- (� EXISTING PAVED AREAS ONLY. �_—.. y VEHICLES ARE NOT PERMITTED TO ., IF . _ DRIVE ON EXISTING PERVIOUS i. . x ' 180 g AREAS. •, .7.'"------ • " 2 OUT OF SERVICE FOR DURATION OF m �� 446'11111*. �y `� CON STRUCTION7 . ,,,.......------„:—..-.--.. -..- ... s ___________________ ------,____, . . 11 t .---------'-a-------:----- - 175 :--- 1 � � , :.>... �► � �`'-�--�_ Q • . ° 1. COTRACTOR'WORKLZMITS' ),<> < • � � � � • ~~� 2. TYPE 4 CATCH BASIN.INLET 1 .. ` — • • PROTECTION SEE DETAIL 7/C-03 � WATER ` .' � `~• \ `�, 3. NOT USED FEATURE \ E € • ♦ �♦ • SEDIMENT FENCE j • _ '11' --- < � � • ,1,75,1111111111..... � `- • "' 5. NOT USED yix '; Q CONTRACTOR LAYDOWN AREA 1.0 eDollti, �`� ( ♦ :46.... EXISTTREES TOBE PROTECTED. • , : ' - • ' • in ,� SEE DETAIL 6IC-03�i��r PROTECT IRRIGATION MAINLINE. , 0 3 4 h NOTIFY CLEAN WATER SERVICES IN Op ` 4{ -� ��� °� S THE EVENT OF AN IRRIGATION 1 n WATER FEATURE ,.:\\' �, ______Ir ` BREAK. • { f`es'.�.,� • ' '� �``- `✓ 11:1111 9. STORE EXCAVATED SOIL TO BE '' REUSE AS FILL MATERIAL NG °1:I I I I I ill I I I I I I I I I 1411P� -D i i , ...s. V ,. � SIDE OP TRENCH.EXCES SOIILL IS C6 " ��.. TO BE REMOVED FROM SITE ""'----____� e4 :i' IMMEDIATELY;STOCKPILING IS NOT q ° _� PERMITTED w •A /' J �~ `\ ° .72 10. STRAW WATTLES \\ • _ — 11. EXISTING STRAW WATTLES TO / • r 11,./ • REMAIN THROUGH COURSE OF - pr ' K.5'8 TPS BLDG , e CONSTRUCTION. illitilip '111* E ,' < / �`` LEGEND . \\ c • // © O O OCONTRACTOR WORK F / LIMITS r40, o /f L �' / a """�^ °A sF SEDIMENT FENCE 006 Y 1 \\ . . . i_ // // . r • > �� TYPE 4 CATCH BASIN / _.,'I . . limii INLET PROTECTION o- 11141141br / / -, 1 ''. . •° l �, DETAIL 7/C-03 ____a„,„ .11 °,' ° J s• i S O i TREE PROTECTION ):.„„ h., , ki / 1 rp \ / SS DETAIL 6/C-03 CI "_ SS CONTRACTOR // a m: / .. O Ss / LAYDOWN AREA ss v _ l . SSsS STRAW WATTLES / ( z \ 7 / isr 1 \\\. \ �.." J I ,r All s 55 Fi o ESC PLAN BRED PROFFS Q rn 1 1 1 ��S jNc i IIF4 C,0, Q- SCALE:1"=20' 5689PE 7I" Defied Segee(ae DRN: VEE OHIO MAY 2018 PROJ NAME SHEET TITLE: SHEET: 4 OF: 8 DWG p: ro DATE: - DURHAM EROSION AND SEDIMENT CONTROL - - %oy`NF p].��° PeQ 2 m DSN: MIT DWG a: FDIATE, 5/16/18 qF(igKEO��� a•- THIS BAR IS ONE INCH w I es TPS STORMWATER PLAN ESC-02 a CHK CAD FILE 6368.080 C-M.DWG WHEN DRAWING IS FULL PLC# IEXPIRES: 06-30-20191 §t SCALE. Our commitment isclear. DRAINAGE IMPROVEMENTS 9 APPD: SCALE: NTS REV N DATE DRN APPD DESCRIPTION 2550 SW Hilsboro Hwy. Hilsboro,Oregon 97123.9379 pRoi Ik 6368.080 ENGR STAMP: LT.0_ GENERAL NOTES: 1. RESTORE DISTURBED GROUND AREA AS - u ,.,a . °�_ «» x ��.'.�'_ -- ,, . -_. „� — OWNER APPROVED TOP °�_ _ ��_ --77.1.-.;---' ..�< „� �. . _ _ CONTRACTOR TO PROVIDE F �. -_ SOIL OR NATIVE SOIL TOIFINAL GRADE Tt,RB1 ( .. CURB aEGa FINAL GRADES TO MATCH EXISTING AND PROVIDE �` -n.,.DIFAFD" 141.240la� ',,, WIPED" STORM CVO,MANHOLE POSITIVE DRAINAGE A �- . 1 .FrE.1.-..!.:6 O T a PED e,. CONTRACTOR TO PROVIDE COMPOST TO A DEPTH OF 2"ABOVE FINAL GRADE TO ALL DISTURBED AREAS '''' i : ':., DEMO EXISTING 4" -OWNER TO RE-SEED AFTER PROJECT COMPLETION fva ` m"i -CONTRACTOR TO PROTECT AND REPAIR ALL BROKEN 1 1. STORM SEWER ti'-'J IRRIGATION PIPES AND CONTROL WIRE 1111 ''d <'y�Y=� r 0 AND CATCH BASINS -OWNER TO PROVIDE IRRIGATION AS-BUILTS AS .r-„ r--"'`” 4 "' cA c BASIN NEEDED j ,� fr1H-Q21. GH 112 1G.3 I 0t. . ATcrPr aN WATER ^ a€ 1 .ar 1:e� � 06 . I ' FEATURE ✓ 2. NOT ALL TREES ARE SHOWN.ONLY THOSE TREES i I Nk"1-1t A2' AT rl BANS N IMMEDIATELY IMPACTED BY SS ALIGNMENT ARE SHOWN. Lii - F' ORA =is r,1H_c2�, EXISTING TREES SHALL BE PROTECTED IN PLACE. /•�, 4I 30 1 1 a1' � 1 ° TREE ID DBH(IN) i /r. to 1 t A� Dw.IN 01 10 I c t<n 1 a.- I .'�07 02 22 4 r .. 0. sq N1 -D1� k « Ss ss o iz r. �''`� 03 18 ,:n 0 / As 06 15 qq 52 / j 4s 11::::: O 07 20 y sty 4 TE•` s 08 28 J 0 iFE`TU"E > "e sT P r tNn.AN _e sp �\ _ t8 n a.11 c \\*77 :l''' / Ir• \ ;2i�'�"''° ' TREE P-•TECTION . ..i. PLUG SOUTH SS '•3 d a ®FENCE P PIPE CONNECTION // * KEY NOTES: \ t777 I WITH NON-SHRINK " GROUT,ABANDON T� BLDG }l ? � �� � 1. HAND EXCAVATE,AIR SPADE,OR TUNNEL BELOW I i PIPE IN PLACE cl^:;. TREE ROOTS TO DEMOLISH EXISTING PIPING.TREE r f t ROOTS EXTEND APPROXIMATELY 18"BELOW FINISHED �^" a IF-12e,82. _„) t tt . 1 J¢ GRADE. ,,fir t 1 / t et L GP.ATE 1 43' (22',"=4B1=7 !!)) t , .;is t.,1c'U3` 81 tb t� /'�. 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'.J z¢ Car 1 10 "_-- S� gI ss 4 ,�,,,« - e 2 � . a2. ss,\ 22 ° D y ST JrI BRAN VANIIIM F mliallii*i ss IF 8 1 ff h g i 1 F I 12 1 (1 1Et.$)2 k3 0 110 EE - ^t E �r LJ 5218 w •s w II 1 SITE PLAN ° 30 60 ��REOGPROPe E"d SCALE:1"=30' 1"=30' w`A 75889PE /�9 r calmD[gtia€SOREGtore 9m DRN: VEE OPoG MAY 2018 PROD NAME: SHEET TILE SHEET: 5 OF: 8 DWG DATE: EIMIIII DURHAM DEMOLITION y�y`^'e es,%° PQR 5 m DSN: MIT DWG#: DA e: 5/16/18 'el iAKEO� a THIS BAR IS ONE INCH C1'ean�J�Jaber es TPS STORMWATER TPS STORM SEWER - D-01 a 5 CHK: - CAD FILE 6368.080 C-M.DWG WHEN DRAWING IS FULL DRAINAGE IMPROVEMENTS PIPING PLAN PLC# EXPIRES:06.30-20191 r-"' Our commitment is elect. 3 m SCALE. A 3 APPD: ' SCALE. NTS REV# DATE DRN APPD DESCRIPTION 2550 SW Hillsboro Hwy. Hillsboro,Oregon 97123-9379 PROJ#: 6366.080 ENGR STAMP: �a o GENERAL NOTES: - 1. RE DISTURBED GROUND AREA AS gip . ._s ' .: —«;"rr.- ' i:. .,. -:,' _ —rte '-';'• ,� )�; .• ` - ROVED TOP Nr: ���� • " �" CONTORACTOR TO PROVIDE OWNER APP FOLLOWS: r' o` --- _._ SOIL OR NATIVE SOIL TO FINAL GRADE I -. -FINAL GRADES TO MATCH EXISTING AND PROVIDE POSITIVE DRAINAGE CATCH BASIN 0 -CONTRACTOR TO PROVIDE COMPOST TO A DEPTH OF TYP 0 ® ^�,�,. 2"ABOVE FINAL GRADE TO ALL DISTURBED AREAS 10"(N)STORM -OWNER TO RE-SEED AFTER PROJECT COMPLETION • SEWER PIPE -CONTRACTOR TO PROTECT AND REPAIR ALL BROKEN IRRIGATION PIPES AND CONTROL WIRE II 1 I © 0 -OWNER TO PROVIDE IRRIGATION AS-BUILTS AS NEEDED 2. iv+ r TRENCH ALL PIPES PER DET 1/C-03 © WATER 3. REFER TO DRAWING C-02 FOR CB ID NUMBERS. :tFEATURE i . u.l `" > y 4. NOT ALL TREES ARE SHOWN.ONLY THOSE TREES / IMMEDIATELY IMPACTED BY NEW SS ALIGNMENT ARE H H SHOWN. rq --*ito TIE INTO '-� 401 ...,.- 5. ... 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