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2015, 07 Preliminary Improvement Plans Painted Hills Flood ControlIMPROVEMENT PLANS PAINTED HILLS FLOOD CONTROL PLANS LOCATED IN A PORTION OF SE1/4, SEC. 33, T.25N., R. 44E., W.M. CITY OF SPOKANE VALLEY AND SPOKANE COUNTY, WA UNDERGROUND SERVICE ALERT ONE -CALL NUMBER 811 y mo nmea'un WAllecar ratt 7026211 1 I� • Ili -I LOCATION MAP LEGEND EXISTING DESCRIPTIO -- -- ROADWAY CENTER UNE RIGHT Of WAY UNE PROPERTY UNE — - FENCE EASEMENT UNE PENCE CURB - -PAVEMENT. GRAVEL CONCRETE BUILDINGS At 51RUCNRE MONUMENT SEWER HITARY SEVER MANHOLE CLEW W T SEWER SERMCE WATER - WATER UNE VALVE FIRE HYDRANT PROPOSED. - 5-5-5-5-- - 3 3—a-9- -S—S AI NR VACUUM REIJEF STATION DRAINAOE- DRAMA. UNE MANHOLE' - ORriEELL 0110H BASIN DITCH GAS VOLVOE VALVE . TELE -POWER BURIEDTELEPHONE POWER OR TELEPHONE POLE BUFFED POWERey— :- — TRANSFORMER PAD CJS IELEPHO.NE RISER . TELEPHONE VAULT rvON_ DPOWER •GUY AN(HON GA POWER UGIT POLELT ". IP 3C DAY ABBREVIATIONS ACT LEN ANALNG 07 LENGTH •- CB AOE BflEAx BCR 001 N {1 /Ff FEET P09 FOOT, eORY W :BN13ARWRVS RADIU 0 S NM ELEVATION 150001 . '- .: 0101H ORANWT IE .:..INVERT RON __. .:.:CRUSHED SURUCE IN .:._UNE T000T E LT ...LEFT CT, - COURT- MH .MANHOKE NCR -.. PIDDLE OF 040VE RADIUS 515 ..... J OF WAYS RADIUS C .:...ONT OP WRYANRE STS, LEA 51180 • PP 070I - ....,:.. P1 PONY OF ......:.......:.NTERSECRCN TG iC ... W E GRAPHIC SCALE 300 O 190 300 BOO IN PEE3oD tm.n=o rt SHEET INDEX 700.0 COVERS SHEET FC0.1 GENERAL NOTES F04.0 GRADING & DRAINAGE PLAN SOUTH SIIE F04.1 GRADING &. DRAINAGE. PLAN WEST SITE F04.2 GRADING & DRAINAGE PLAN TRIANDLE PARCEL F04.3 GRADING & DRAINAGE DETAILS F05.D DRAINAGE PLAN MADISON ROAD F05.1 POND DETAILS 709.0 EROSION CONTROL/SWPPP. COVER SHEET FC9.1 SWPPP PLAN F09.2 EWPPP SMPs F09.3 SWPPP EMPs SITE. PLAN VIEW SCALE 1,300.- 51 6� DATUM:NAVD-86. _ 010PCWOERo5A1005APWOCY 37 (NAVD291=2999.8 3NAVD98) AS USED FOR .THEYEAOCN_DANM ROI MS NAP. PONT OF REVERSE CURVE POET OF TANGENCY" RIM ELEVATION ROAD AT STREET INTERSECTION SANITART SEWER - TAION STATOR LENGTH • TOP ORALE TOP OF CURB PERMIT SPECIALIST SEWER CITY' OF SPOKANE VALLEY SPOKANE COUNTY U1IUTIES PERMIT 0ENIEN 1028 W BROADWAY AVE 11707 E SPRAGUE AVE. SPOKANE( WA 99260 SPOKANE; WA 99208 AXONE ]]-]180" PHONE 720-5240 DEV. CONST. INSP. CITY OF SPOKANE VALLEY. 11707 E SPRAGUE AVE SPOKANE WA 99208 CONTACT: CHRIS KNUDSON HEALTH - GAS - POWER SPOKANE REGIONALHEALTHAM5TA UPU1IES 1101 W COLLEGE AVE 1411 E APS510N AVE SPOKANE, WA 99260 .SPOKANE. WA 99220 PHONE: 7205324 RHONE 324 -1500 -EST -I PHONE 495-8810 CONTACT. JOHN JOHNSON .CONTACT: DON OWLET CONTACT: KEN CARLSON FIRE SPOKANE COUNTY WA' 1225 N YARDLEY ST SPOKANE, WA 99212 PHONE: 835-13121' CONTACT. TT WICK DISTRICT AJ SPOKANE VALLEY FIRE DEPT. 2120 N WIISUR RO SPOKANE VALLEY. WA 99206 PHONE 928-1700 CONTACT: TRACI HARVEY E SOLID WASTE INSPECTION SURVEYOR WASTE MANAGEMENT I.P.E0. - 511177E CONSULTING. ENGINEERS PHONE: 934-9400 - P. O. ROK 1508 2528 N SULLIVAN RD 4ERMALE 9 620 37 SPOKANE VALLEY, WA 99218 PHONE - PHONE 693-2817 CONTACT: PAUL T. NELSON, P.E. CONTACT: JON GOI2UON, P.05.. 1117°E SPKWE A0EY..- SPOKANE VALLEY. WA 99205 PHONE: BBB 0223 CONTACT: M. ALLEN TELEPHONE CABLE CENTURY LINK 000005! BROADBAND - 04 N COL59*9 2 170 E BUCKEYE AYE SPOKANE, 3-50202 SPOKANE. 5A 01707 005100 ; 0ENN 0 - CONE 755-4717 CONTACT; KEWNCOL1Z TACT: BRYAN RICHARDCON ENGINEERING OWNER - WHIPPLE CONSULTING ENGNEER5 BRYAN WALKER 2528 N SULLIVAN RD 0/0 NAI BUCK SPOKANE VALLEY. WA 98210 107 5 NA, 5T PRONE: 893-2817 . SPOKANE, WA 9 201 CONTACT: TCDD WHIPPLE. RE PHONE: 523-1000 CONTACT: BRYAN WALKER JULY' 20.15 PLANS NOT APPROVED .. 81' AGENCY SCALE: 0R¢OMAL, N0. BLS N!A -11,98 pA1E 07128/18 DRAWN. Rh% RENEWED. TRW AWCEP • R D PAINTED HILLS COVERSHEET DISHMAN-MICA HD. SPOKANE VALLEY,WA SHEET PCO.D JOB NUMBER ,13-1188 SPOKANE VALLEY GENERAL CONSTRUCTION NOTES. (ApPENOIX AA OF GOY OF SPOKINE VALLEY STREET STANDARDS) - 1. ALI.:WDRK AND MATERIALS SHALL BE IN CONFORMANCE MTH.-LATEST EDITION OF' .THE MYOF SPOKANE VALLEYSTREET' STANDARDS, SPOKANE REGIONAL STOTMWAIE1 MANUAL AND ALL' OTHER GOVERNING AGENCYS STANDARDS- ' 2. PRIOR TO SITE CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR LOCATINGUNDERGROUND OTUTES.. CALL -THE UNDERGROUND UT1110 SERVICE AT 1-800-424-5555 OR BIT BEFORE YOU DIG.. 3. LOCATIONS OF EXISTING UTUTES SHOWN IN THE PLANS ARE APPROXIMATE THE CONTRACTOR' SHALL BE 060PON51BLE FOR LOCATING :ALL UNDERGROUND 012JTES. ANY CONFLICTING 01101160 SHALL' BE RELOCATED PRIOR TO CONSTRUCTION OF ROAD AND DRAINAGE FACNTE5 4. THE CONTRACTOR IS REQUIRED TO HAVE A COMPLETE SET OF ACCEPTED STREET AND DRAINAGE PLANS -. TIE JOB SITE WHENEVER CONSTRUCTION IS 1N PROGRESS. • 5 IF THE CONTRACTOR DISCOVERS ANY DISCREPANCf69 BETWEEN THE PLANS AND COSTING 000011100 ENCOUNTERED, THE CONTRACTOR SHALL IMMEDIATELY NOTE( THE APPLICANTS ENGINEER AND ONSITE INSPECTOR. 6 THE CONTRACTOR SHOULD TAKE PRECAUTIONS TO PROTECT THE INFILTRATION CAPACITY OF STOFMWAIER FACIU11E5 (00, LINE TIE FACILITY 910 FILTER FABRIC. ONDI-EXCAVATE UPON COMPLETION OF 104E 1NFRASTRUCNNE, ETC) 9. WHERE DIRECTED BY THE CITY OF 5POKABHE VALLEY. 114E CONTRACTOR SHALL' PLACE TRAFFIC CONTROL BENCES, THE PLACEMENT AND TYPE OF WHICH SHALL CONFORM. TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (M.U,TCD.) 8 IT. SHALL BE THE CONTRACTOR'S RE5PONSIBIUTY TO COORDINATE 69TH AND CONTACT' ALL APPROPRIA UTIURES INYWVEO PRIOR TO CONSTRUCTION. ' 9 ALL PAVEMENT ,CUTS TO CONNECT 01UTE3 SHALL BE REPAIRED IN CONFORMANCE MTI 10. ALL SURVEY :MONUMENTS SHALL HE PROTECTED DURING CONSTRUCTION BY 0R UNDER 104E DIRECTION OF A LICENSED SURVEYOR A5 REWIRED BY $TATE LAW. ANY DISTURBED 0R DAMAGED MONUMENTS-5HALL BE RFPLACEO BY 01 UNDER THE .DIRECTION OF A LICENSE0 SURVEYOR PRIOR TO 00000CATON/0NAL PLAT AND/OR .REEASE' OF SURETY. THE CONTRACTOR 15 RESPGNSGLE FOR RUNG. OF'PEPMITS'FOR MONUMENT REMOVAL AND REPLACEMENT WITH 104E WASHINGTON STATE DEPARTMENT. OF. NATURAL RESOURCES, AS. REWIRED 11. CONTRACTOR SHALL. BE RESPONSIBLE FOR 004000000.0040 ACQUIRING ELECTRICAL INSPECTORS REWIRED BY - 104E 5101E - - 12 CONTRAC1OR IS RESPONSIBLE FOR VERIFYING THAT ALL REWIRED PERMITS HAVE BEEN OBTAINED PRIOR TO INITIARNO CONSIRUCTW. 3.'.104E CONTRACTOR AND ALL SUBCONTRACTORS SHALL HAVE'A CURRENT CITY'O5 SPOKANE VALLEY BUSINESS LICENSE - 14: 104E CONTRACTOR AND AU: SUBCONTRACTORS SHALL BE LICENSED BY THE STALE OF WASHINGTON AND 800089 TO 00 WORK IN THE PUBLIC RIGHT DF WAV. - - 15: NO WORK ON THIS PRO.ECT SHALL COMMENCE UNTIL A OTE OF SPOKANE VA1400 RIGHT OF WAY PERIAIT HAS BEEN ISSUED.' 16. TIE CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES, PUBLIC AAIB PRIVATE, AT ALL TIMES ODRMLC 17. CONTRACTORS SHALL CONTROL DUST IN ACCORDANCE WITH -REGULATIONS OF LOCAL AMR 500,0 0ON CONTROL AUTHORITY. • - IE: CONTRACTOR SHAH 00 00 ALL CON7UCTI04 RELATED DEBRIS TO AN APPROVEL. WAS1E DISPOSAL SME. 9. PIKE HYDRANTS EH04.4 a INSTALLED AND FUNCTIONING•PRIOR TO CONSTRUCTION OF ANY STRUCTURES. 20. CONTRACTOR SHALL MAINTAIN FIRE APPARATUS ACCESS STREETS DURING CONSIRUCTW. I. THE CONTRACTOR 15 REQUIRED TO NOTIFY • THE ON-9TE' INSPECTOR -ONE BUSINESS DAY BEFORE ANY 00451500104 OR 5R00DCT PLACEMENT TA0E5 PLACE THAT REQUIRES TESTING OR' OBSERVATION (REFER TO APPENDIX 00- *10100* MATERIAL TE51N0 FREQUENCIES). THE CN -SITE INSPECTOR )RLL DETERMINE THE RAE REQUIRED TO SATISFACTORILY ACHIEVE 'THE. NECESSARY TESTING, OBSERVATION. • AND DOCUMENTATION, THE ON-SITE INSPECTOR VAL BE REQUIRED. TO RE ON SITE 100X OF THE TIME DURING HMA PLACEMENT, TRENCH WORK AND ORYWLL CONSTRUCTION- OF -EVERY .000VELL INCLUDING. FABRICANT- 040400004.. THE 'ON-SITE INSPECTOR SHALL CON0RIA THAT 111E 00YNE1 MEETS THE DESIGN DETAILS AND SPECIFICATIONS DRIVELS NOT . 00560080 SHALL HAVE THEIR. PERFORMANCE VERIFl4 BTA FULL-SCALE DR400541•1EST. -• • 22 SUPPLEMENTAL NOTES USED WHEN APPLICABLE A. FOR ANY CURBS GRADES LESS THAN 1.0X(601 FE/FT.. A PROFESSIONAL LAND SURVEYOR CURRENTLY 0CENSER IN THE -STATE OF WASHINGTON SHALL VERIFY THAT THE CURB, FORMS ARE AT RIE GRADES NOTED ON '' THE 0000/0110 ELMS, • PRIOR TO PLACEMENT OF CONCRETE. THE CONTRACTOR ISRESPONSIBLE FOR ARRANGING ANDCCORDINARNG.WORK WITH THE UVE RYOR. -- B - RIE CONTRACTOR -SHALL EMPLOY A PROFESSIONAL LAND SURVEYOR URRENILY LICENSED IN THE STATE OF WASHINGTON TO VERIFY THAT THE CROSS -WEER FORMS ARE AT THE CORRECT PLANE GRADE PRIOR TO CONCRETE PLACEMENT. C. CONCRETE APRONS ARE REWIRED. AT THE INLET INTO ANY SWALE OR POND. THE FINISH GRADE OF THE 416 5444400 SIDE SLOPE, MERE THE CONCRETE INLET APRON ENDS, 5HALL BE A.MINIMUM CF 2 INCHES BELOW THE FINISH ELEVATION. CF.111E CONCRETE CURB APRON EXTENSION. THE INT0]IIION 15 TO ALLOW 5TER - TUNGFF TO ENTER THE SWALE/PBNO UNOBSTRUCTED; VAIN. - BACKING UP INTO THE STREET ANT GLITTER014041 DUE O 500 OVERGROWTH AT THE RIO -INFILTRATION ON _ • D..UNUNED PD. AND 10 -INFILTRATION SWALE BOTTOMS ARE EXPECTEF1 To INFILTRATE MA THE POND FLOOR. 0011OMS 1116 r0T TMIZ , 5HALL NOT BE HEAVILY COMPACTED: EQUIPMENRAFFIC SHALL BE MINIED ON THE '.• FONT -TIE FAOUTY_SUB-GRADE SHALL BE A00104- TO WELL-ORNNINO. MATERIAL MIH A MINIMUM THICTHICKNESS-OF.46.INCHES' ANDA MINIMUM INFILTRATOR RATE010 0OF 0.115 IN. HR. THE FACILITY SHALL DRAIN WITHIN - T2. HOURS OFA STORM EVENT. IF THE POND ALSO. SERVES AS WATER D 02 -TY TREATMENT FACILITY, THE TREATMENT ZONE (SOD AND'6 INCHES 10./HR, SHALL BE A. MEDIUM -TO P040RAINING MATERIAL., WITH A MINIMUM INFILTRATION OF 025-0.10 1N./HR SCARIFY THE ROSH GRADE OF THE POND BOTTOM PRIOR TO 108 LOCAL TES0NG CONSTRUCTOR CERTIFICATION MINIMUM 1NF01RATION RATE. MAY BE REWIRED BY THE LOCAL JURISDICTION PRIOR 4TO 6.44 ONLY CERTIFICATION TO ENSURE 0L10ADEQUATE DRAINAGE: INFILTRATIVE TESTING OF THE TREATMENT ZONE'IS ONLY REWIRED •IF SOLS DINER THAN SILTY LOAM • OR LOAMY SOLS'ARE ': P CISCO. E IF DURING FlN1440N, THE SYSTEM M IS FOUND THAT THE STRUCT110 5 POND OR SWALE DOES NOT CONFORM TO TO THE AC CE PIE -DESIGN, RHE REGIO SNA1L'BE. A.R MANUAL THAT IT •CUES PLY..REE T TO APPENDIX 90_00 THE SPOKANE REGIONAL STORMWAIER MANUAL: FOR pt09W', ANP SmII. ERT -CONTROL • • GENERAL' GRADING. NOTES .1. CONTOURS AND. / OR ELEVATIONS'. SHOWN ARE FOR FINISHED PAVING, 50EWAU(; SLAB.- OR GROUND. :ADJUSTMENT TO SUBGRADE IS THE CONTRACTOR'S RESPONSIBILITY: 2.. ALL DISTURBED AREAS THAT ARE UNSURFACED OR ARE NOT DESIGNATED AS LANDSCAPE AREAS ARE TO BE SEEDED, FERTUZED, AND WATERED UNTIL A HEALTHY. STAND OF GRASS 15 OBTAINED. 3. IF DURING 104E OVEREAT 000000 PROCESS, CONOITON5 AAE ENCOUNTERED WHICH COULD 1004001E AN ONIDENIFlU 98105040 IS PRESENT, 104E S0K5 ENGINEER 5HALL BE 004100110 FUF RECOMMENDATIONS - 4. UNLESS 0111801MSE SNOMN,' NO PROPOSED SLOPE SHALL. . EXCEED THREE (3) HORIZONTAL TO ONE (1) VERTICAL ALL 51.CPE0 AREAS MUST BE PR01EC1E0 FROM EROSION.. • - 5..IF SIRIPPEO MATERIALS CONSISTING OF VEGETATION 0410 ORGANIC MATERIALS ARE STOCKPILED, ON. 104E SITE, • TOPSOIL MAY BE PLACED TDA' HEIGHT OF FIVE FEET. SILT FENCE SHALL BE PLACED AROUND THE BASE OF THE • '5110CKPILE AND THE STOCKPILE SHAU. BE SEEDED MTI NAME SEED MIX IMMEDIATELY AFTER BOPPING 6. SPOT ELEVATORS SHALL' TA4E PRECEDEN66 OVER CONTOURS AND SLOPES' SHOWN. THE CONTRACTOR SNAIL 1451)S .0 0 ETN4.EVROB SS. PAOOESLLOOS 1045E 00 *011 A0R BTEO UEEDCONT N0TOEVAT0O050001OL15WARNO. • GLITTER. 44X0•.04URE5. - T. BENCHMARK VEMICATICHt CONTRACTORSHALLUSE BENCHMARKS AND DATUMS SHOVM HEREON TO 01 'PROJECT BENCH MARK'S), 441•040NING. A" LEVEL LOOP - BETWEEN 'AT LEAST T1VO BENCHMARKS, AND SHALL PROVIDE SURVEY NOTES BF SUCH TO PROJECT ENGINEER. PRIOR TO COMMENCING CONSTRUCTION. • 6 ALL-UTLITES (MANH0LE5, VALVE COVERS, CLEANUIS, VAULTS, 00XES, ETC.) SHALL BE ADJUSTED TO FINAL • GRADE PRIOR TO 1140 FINAL UFT BF ASPHALT:. •- 9. GRADES MRHIN. ASPHALT PARKING AREAS SHALL OE CONSTRUCTED TO WITHIN 0.10 FEET OF THE DESIGN • 014. CUADE RBS. ALL CORES , 1116 SHALLBE DULY N ACCORDANAL. MAINTAIN CE TO THE PLAN.EIN ALL CURE. OR PAVE/AENT MEAS WHICMENT AREAS AND ALONG - NOT PROVIDE PROPER DRAINAGE MUST BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE 10, SPOT ELEVATORSREPRESENTFLOW UNE OR TOP OF ASPHALT UNLESS OIHEXMSE NOTED. 11. THE CONTRACTOR 15 RESPONSIBLE FOR PROVIDING, H15 OWN ESTIMATE OF EARTHWORK DUAN1160 12. WHERE NEW OURS AND .CUTTER IS BONG CONSTRUCTED ADJACENT TO. EXI6TN0 ASPHALT OR CONCRETE PAVEMENT, THE P04100NG SHALL APPLY: PRIOR TO PLACEMENT OF ANY. CONCRETE THE CONTRACTOR SHALL HAVE A LICENSED SURVEYOR VERIFY 111E GRADE AND CROSS SLOPE OF'1HE CURB AND G TITER FORMS. THE •..CONTRACTOR SHALL SUBMIT THE SLOPES AND GRADES 10 THE ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF CONCRETE. THE CONTRACTOR SHALL NOTIFY. THE ENGINEER IMMEDIATELY OF ANY SECTION MMITCH DOES NOT CONFORM. TOTIEDESIGN R TYPICAL CROSS SECTION. 104E CONTRACTOR SHALL.BE SOLELY RESPONSIBLE FOR URB AND GUTTER POURS WITHOUT THE APPROVAL OF THE ENGINEER. • 13. .104E EARTHWORK FOR ALL BUILDING FOUNDATIONS AND SLABS SHALL BE W ACCORDANCE 14104 ARCHITECTURAL BUILDING PLANS AND SPECIFICATIONS 14. PRE CAST STRUC10 05 MAY BE USW AT CONTRACTORS OPTION. 15. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIR AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS 16. EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT 401600015. • V. IF ANY EXISTING. STRUCTURES TO REMAIN ARE DAMAGE/ DURING 00445110011044:0 SHALL LBE THE - CONTRACTORS RESPONSIEUTY TO REPAIR AND/0R REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN . IT TO IXISTINO CONDITIONS OR BETTER. • . 16. 00NIR40000 50611: ADJUST AND/OR UT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SAIGON FIT 000 CON0N000S GRADE OB.EASCONTRACTOR SHALL ASSURE POSITIVE DR0NAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AR. • 20. TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY PROVIDED BY THE OWNER .•IF CONTRACTOR ODES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS. MTHUT EXCEPION, HE SHALL HAVE MADE, AT HIS EXPENSE. A TWOCRAPHIC SURVEY BY A 000451FREO 1400 SURVEYOR AND SUBMIT IT TO THE OVNER FAIR REVIEW: • 21.. ALL UNSURFACED AREA DISTURBED BY GRADING 0PERAROH SHALL RECEIVE .4 INCHES OF TOPSOIL CONTRACTOR SHALL' APPLY- STABIUZATO( FABRIC TO ALL 51.01185 304:10 OR STEEPER. CONTRACTOR SHALL PLACE SOT OR HYDROSEE0 DISTURBED AREAS IN ACCORDANCE )NTH CITY/COUNT(SPECIFICATIONS AND MAINTAINED UNTIL A HEALTHY STAND OF 5RA5S IS OBTAINED.) - 2. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND SITE SHALL BE 0005TRUC000 TO SAME 23. CONTRACTOR IS RESPONSIBLE FOR. VERIFYING ALL UTUTES AND NO1FYING 111E APPROPRIATE UTILITY COMPANY PRIOR 10 BEGINNING CONSTRUCTOR. - 04. THE CONTRACTOR IS SPECINCALLY CAUTIONED THAT 104E LOCATOR AND/0R ELEVATOR OF E4S1NG UTLITE5 AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE HELD. THE INFORMATION IS NOTTO BE RELW ON AS BONG EXACT OR COMPLETE. THE CONTRACTOR MUST CAL. THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF DENTES. IT SHALL BE THE RESPONSIBILITY OF 111E CONTRACTOR TO RELOCATE UTUTFS WHICH 0045000 1114 THE PROPOSED IMPROVELIENTS SHOWN ON TIE PLANS INS5, tAUED,- ENGINEER SHALL DE NOTIFIED 01HLN'CURBING STRING UNE' HAS BFEN SET, PRIOR TO CURBING BENG • DATUM: NAVD - 88 '. TWO 040PTHE SOL. 1V SEVER 0ROLOT 00EAsus0004005(N0TV0005wAs ED FOR THE VERTICAL DATUM FOR THE SCALE: HOB6ONTAU N/A VERTICAL: 134166 DATE:. /7/24/16 DRAWN: NNIA REVIEWED: TRW TM OR0RO= SEANCE HEIR O0E-CALL 001)000 Lam,® OE mop aP«uOAfX=_veuEY.wa .0215 JU Y 201 PLANS" NOT APPROVED Gfl P R D PAINTED HILLS GENERAL NOTES DISHMAN•MICA RD. SPOKANE VALLEY,WA 'SHEET FC0:1 , JOB NUMBER 13-1166 05413/141 BIS 01110nNAL pospARATioN- . SCALE: HOB6ONTAU N/A VERTICAL: 134166 DATE:. /7/24/16 DRAWN: NNIA REVIEWED: TRW TM OR0RO= SEANCE HEIR O0E-CALL 001)000 Lam,® OE mop aP«uOAfX=_veuEY.wa .0215 JU Y 201 PLANS" NOT APPROVED Gfl P R D PAINTED HILLS GENERAL NOTES DISHMAN•MICA RD. SPOKANE VALLEY,WA 'SHEET FC0:1 , JOB NUMBER 13-1166 UNDERGROUND MICE AMU 042-G11 NUM 811 au* imam am - 2909 i .201 010 - ...__�--. ,n ... , n • THORPE ROAD. L=84.42' ". F ?.E () A06.4 LE(S): 2008:85 PRELIMINARY A:Lie • NOT FOR . CONSTRUCTION • FOR FULL LEGEND SEE SHEET FOO.C' • PROPERTY LINE UMITS.00 PROPOSED �HLT PAVEMENT I CONSTRUCTIONNOTES Oi GRADE PINN AREA, 110041 UMI TS SHOWN, TO ELEVATOR 2000.68. MAINTAIN 31 SLOPES ON SIDES 0 GRADE SOUTH POND PER POND DETAIL 1. SHEET PC01. 0 GRADE FOREBAY d: DISTRIBUTION POND PER POND DETAIL P. SHEET F03.1. 0 FRONDE AND INSTALL PERM PER DETAIL I, SHEET PC4.3. COMPACTION PER ONSITE -. GEOTECHNICAL ENGINEER. ()PROVIDE AND INSTALL 14 OTT) 36' CNP STORM PIPE SZE PER PLAN, THIS SHEET.. ©PR0N0E AND INSTALL GRAVEL GALLERY PER DETAILS 2 14 3, SHEET m4.3: pT PROTOBE AND INSTALL TIPS B DOUBLE DEPTH paw._ PER DETAILS 2 A: 3, SHEET fC4.3. 0 PROVIDE AND INSTALL 60' MANHOLE PER DETAILS 2 k 3, SHEET EC43. 63003,110E go, INSTALL W£IR PER DETAIL 1, SHEET fC4.3. COMPACTOR PER ON GEDTECHNICAL"ENCINEEN.' - - Q DATUM: NAVD -88 WANEINOFR0059i WAVOD). TO IMLVA O _ VIAVOBN WAS USED FOR THE VERMAL TATUM FORTHIS I NO,I EAIE I HT I' SCALE: HORL20MAI_ . 'WA - Pwa s12-1182 D AM ▪ w5WN: RMA REVIEWED TRW TRW IMOSOVE MYER ®i CE FH,e14 WAD �n0!?�w28220411 • UMI40 OF- PROPOSED ,CONCRETE PROPOSED TOP of PAVEMENT SPOT EtEVATON " 004043,1.0 C ELEVA ON SPOTF UMITS CF PROPOSED STORIIWA1ER POND PROPOSED STORM UNE PROPOSED STORM STRUC MIRE JULY 20.15 PLANS NOT APPROVED SY'AGENCY' P R D PAINTED HILLS SOUTH GRADING & DRAINAGE PLAN DISHMAN.MICA- RD. SPOKANE VALLEY,WA OB NUMBER 13-1168: - 2028/1, 818 ORIGINAL PREPARATION- I NO,I EAIE I HT I' SCALE: HORL20MAI_ . 'WA - Pwa s12-1182 D AM ▪ w5WN: RMA REVIEWED TRW TRW IMOSOVE MYER ®i CE FH,e14 WAD �n0!?�w28220411 • UMI40 OF- PROPOSED ,CONCRETE PROPOSED TOP of PAVEMENT SPOT EtEVATON " 004043,1.0 C ELEVA ON SPOTF UMITS CF PROPOSED STORIIWA1ER POND PROPOSED STORM UNE PROPOSED STORM STRUC MIRE JULY 20.15 PLANS NOT APPROVED SY'AGENCY' P R D PAINTED HILLS SOUTH GRADING & DRAINAGE PLAN DISHMAN.MICA- RD. SPOKANE VALLEY,WA OB NUMBER 13-1168: kg CONSTRUCTION NOTES ZO):, 1O PPONDE ANO INSTALL LEVEE AT SPECIFIED EIEVATON PER LEVE D 1. THIS SHEET. LEVEE .DETAIL FOR FULL: LEG END SEE SHEET FCO.O PROPERTY UNE LIMITS OP PROPOSE. ASPHALT PAVEMENT CON PEEIE PROPOSED NNRE DE4IlOPNENi , 2;1 2:1 pISHMAN-MICA.ROAD 44°' DISHMAN-MICA ROAD: SECTION WITH LEVEE . NOT TO SCALE LEVEE SEE DETAIL 1 ' INSTING GROUND 4i13' DATUM: NAVD - 88 ' . TEM�IO AN THE SOUTH NASEVIERPTTLTLY. NAVOMIEARu1EDRTN VERB ALDATUVATION, MAP C9 PG6T�RTH.G .12/14 HATE OLO 9r ORIGINAL PREPARATION EVISONE SCALE: HORIZONTAL VERTICAL: N/A _PROJ Y: 10-110G ▪ TE071./16 D RAWN:REV1EVVE0.1 TRW OTHER 4WCE Miura coNstsmo,ruuns S GRAPHIC SCALE N PELT > 1 min = 70 ft UMITS OF PROPOSED STORMWATER POND PROPOSED StERM LINE PROPOSED STORM STRUCTURE" JULY 20.1 5. PLANS NOT APPROVED' BY AGENCY P R D PAINTED HILLS WEST GRADING & DRAINAGE PLAN DISHMAN.MICA RD. SPOKANE VALLEYLWA SHEET FC4.1 JOB NUMBER 13-.1166. CONSTRUCTION NOTES.:. pt GRADE POND PER DETAIL 3, SHEET FG6.1. 0 G60 RADEFT RADIUPOND AGCESS ROAD PER SRSA1 STANDARD. NAKINUTA IDS GRADE. S - O.PROVIDE AND INSTALL LEVEE AT SPEGIBED ELEVATOR PER DETAIL 1, THIS SHEET. O PROVIDE ANO INSTA1L.TWE B OOUBLE DEPTH 005.111111 CITY OF SPOKANE VALLEY 5TAN0AR0 PLAN 5-101.' LEVEE DETAIL. NOT TO SCALE PROVIDE /N0 INSTALL PER GEOTEOTNIGAL ENGINEER SPECEGAPONS GUSTINGDITCH AND TRIANGLE PARCEL. FOR FULL LEGEND SEE SHEET FC0.0 • DATUM:'NAVD - 88 . - TSAI ER OF TE SOWN PONTERGAA GE.11 PROJECT wRNANELEVATOR OP TATAATOAAV0E5I 2061 PIAVDe3> w/G usED FOR TEE vERTGA. DAMS FOR M5 SCALE: . HORIEONTAL NO oen3/11 DATE BY 0,11011.1. • 055101 / VERTICAL: w 134160 • OTtS0115 ▪ AMA B EVIEVIED: TBW 4WCE iannya • 2.04AiR NASORVO 1 mcH e6D n; JULY 20 2015 PLANS NOT APPROVED. BY AGENCY PR D PAINTED HILLS OFFSITE GRADING PLAN DISHMAN•MICA HD: SPOKANEVALLEYAWA SHEET: JOB NUMBER 13-1166 USIIIMOUND 3341E AST 3E—SIL« 811, IOUS TM DO o.. l�a!!s 2111111 r��11111111ia��iri�ai%IlQllllll/ll/0lll/Q/IQ///Q/ll////I1011llllllll�Jlll//ll///////lll/IIIIOIII/rJ/ll/1/Illllll/ll/ll/0111111111/llli�ll/rn'f,'%!?!/ll, 'TV?' ... OVERFLOW/PARK -. - 20 19.7' . -- 5'�10 CL EL 201264' EL•2008.4b EL2009.0 EL 2005,46 2009.65 RYWfl1 - _ 1 �L GRAM GALLERY SOUTH & NORTH FORE8AY PONDS SECTION WCE GENERAL NOTES I. PRO205 FUER FABRIC (AMOCO 1545 OR EQUAL) BETWEEN THE NAME 501/ AND WASHED. ORWELL ROCK: 2.. ALL SOIL COVERING GRAVEL CAUJ:AY TO BE NATIVE SOIL 4405 LESS THAN 125 015WBUT04 POND OVERfAREALUW/PARK ALL LOCKING SOUO02 ADE AT GR 113" PIPE B. PIPE 0 0% SLOPE 'GRAVEL GALLERY. SECTION NOT TO SCALE DATUM: NAVD - 88 TSAI SS OF IRS SOW, PONDEROSA SEWER PROJECT WITHM ELEVATION OF 200610 (NAW2%--00 .61 0141549) WAS USED FO211I1WO11CAL,DATUM FORT -RS YLI ORIGINAL PREPARATION SCALE: NWAa VERl10A1L NIA PR 10.1100 TE t O7(u110 DRAWN: RK1A REVIEWED: TRW PATIO LpW ®dE kmzE �2u0mo0BM wtVWT � .mssOi10.2c61r ,40 JUL 0°1 201 PLANS NOT APPROVED BY AGENCY P R D PAINTED HILLS GRADING & DRAINAGE DETAILS DISHMAN.MICA RD: SPOKANE VALLEY,WA SHEET JOB NUMBER 13-1166 50 2 A 2 a SE S W$$ , 6E0.34,. T.26N., R.44E., W.M. LIDERGEOUIS sown AIEW �® ONE -GI! NIIIBFII MADISON ROAD DRP,INA(3E PLAN = DEVFUTURE ELOPMENT SCALE: 1,50 13.4 10027 al.\\1\\\\\\\\\\\\\l,'f////Il//1111111N111///////IIIII//////ll///ll////l/IIII/11111/ll//l1/I//01/l/ll//1////llI////IQfRI.{ CONSTRUCTION NOTES� O1 PEMOVE E.tl5TNC CULVERT TO CENTERLINE O2 CUT AND PATCH 00 1100 PAVEMENT PER RE0102101. PAYMENT CUT POLICY. 0 PROVIDE AND. INSTALL Cr STORM MANHOLE 01/ FTMAME AND 0000 UD. P P1ONCE AND5-101INSTALL DOUBLE DEPTH DRVN'EIL P5R Ott C£ SPOKANE VALLEY STANDA00 04 0 PROVIDE AND INSTALL 16- PVL 50-35 STORM 0130.517E PER PLAN ANO PROFILE, TN15 FD1MRE DEVELOPMENT - MADISON STA 24+41 14 �ei lu!!!rllu \\\ •`""v,,�,a�4etce:�f:C�;t�;;{l;%lllllt:�0/l/ll//lll/lla /llllll/////Iliii;!t FUTURE DEVELOPMENT .53'41 295. I-3.53'- MADISON STA 20+44 el- 2005.26 ar It.'Amununn..,A......----- A\\\\\\\\h\\\\\\\\\CL:6222222:2,\,".'�l'�ti��: �11�2 Iii+\+"0671lNllllllllllllllllllll/1/1/11111///IIIi`i 1 88 IE. 3=15 2000 1s _FUTURE DEVELOPMENT 7.95' MADISON STA 13+22 ELR 01200 GRAPHIC SCALE MI Re Pee.' 1111Welellin - 60 e r6 FOR FULL LEGEND SEE. SHEETFCD.D ,: 45. DATUM NAVD - 88 000MMs5 DERE SOWN 00MA0000)400001Ecr (NAV068) WASUSSD TURTLE VERreLOARIATFOR THIS - MM. BLD OR101NU PR6PARATe SCALE: 3- ¢O AL 1. PROJ s 40.1165 ATE D . '- 0224)45 DRAWN. ▪ TRW 4 YCE 44111,51.2 4610.2-15/0,50,,6212r6 1111:45111634617 2.2.25-eoR, JCC` 'Jv _6 5 PLANS NOT APPROVED BY AGENCY r - P R D PAINTED HILLS MADISON DRAINAGE PLAN DISHMAN-MICA RD. SPOKANE VALLEYTWA,'� FCs.o MEI RINSER 13-1166 • q C ( ( zoo ,qMaar ®s r moi. •=�®a 6i`Io ILL.- p-0 20 .16111/10 1 200 002_ 2009 SE„ 5E0.33,.T,25N., R.44E., W.M. SW;, 6E0.34, T.25N., R.44E., W.M. NF RFr 4 T 24N., R.44E., W.M. 2 8Th O TY 010. I I 1 1 FOREMAN( AND DISTRIBUTION POND a 3 Bf COLLECTIONPOND ITS 3D B P0N0 PAVED GRADE POND BOT7OA EL=2003.4T PONDBOTiOM. AREA PRONOW�1S999 S.F.- FOR FULL LEGEND SEE. SHEET FC0.0' • DATUM NAVD 88: TBMSSOFTNESSUDIPONDEROSA.SEVERPROTECT • WRHANELEVATION VT>&B w WAS USED Ri8282,1M11M 82 I 8081818 POND PW10 001102 0000 00004000EL00000SR--25.44 1 s 060011IC SCALE o ( IN FELT ) . 1 Inch - 20 R. POND POND FINISHED ONOED--E1 2008.49 500 S.F. CONSTRUCTION NOTES 0 CONSTRUCT 001000ION POND PER DETAILS. THIS SHEET. 0 PROVIDE AND INSTALL TYPE B OREN:, PER CITY OF SPOKANE VALLEY STANDARD PUN 0-101..1111.1 ELEVATIDN - 00010 BOTTOM ELEVATION. ]O FRONDE AND INSTALL 38' CMD STORM PI ES. SEE SHEET EGAD FOR LOPE INFOIMATBN: .- ' Q PR0N0E AND INSTALL 60' STORM MANNO.E W/ BEEHIVE STORM GRATE. ' PROVIDE AND INSTALL MAINTENANCE ACCESS ROAD. PROVIDE AND INSTALL 1£- DIAMETER ROCK ARMOR IN 12. WIDE 0-1TC1 - WITH 0:1 SLOPE. PROVIDE AN0 INSTALL 18--24' 4000 001 RAP 11101A 6'. X 12' PPD. - .SEED DRYIAND GRASS MIX. SEE NOTE A BROW. IRRIGATE -DU; ESTABUSHW. 0 SEED SWORD HARD FESCUE GRASS MIX. SEE ND10 B BELOW. 00100TE- • PLL ESTABLISHED.. • SEEDING NOT. • • GRASS SEED: PROVIDE FRESH. GLEAM, EW -CROP SEED ESTACOMBLISH NiBY TOLERANCE ED ANALYSIS N ANO GEF NOTH AMERICAN. BY THE OFFICIAL001SEW IOMPOS S 0 NORTH AMERICAN. PRONCE SEEM MIXTURE DWS: ' OF GRASS • • SPECIES ASO PERCENTAGES AS FOLLOWS:' 10 PER CENT ELKA 000000IAL RYE 20 PERCENT 00005 HARD FESCUE.. 45 PERCENT COVAR SHEEP/FESCUE• 15 PERCENT. REUSE. CANADIAN BLUEGRASS PROVIDE MIXTURE 0010P05ED OF GRASS' SEED ANO FERTU0ER IN PERCENTAGES AS FOLLOVS: CRASS SEED: B9 IDS.' PER ACRE FEFTIUZER: 16-16-16 TIMED RELEASE 000PO8TON, 300 LDS PER ACBE RLI: SEEDING OF SLOPES SHALL SHALL BE DONE IN ACCORDANCE' RIM THE .WS.D.O.T. STANDARD SPECIFICATIONS: SECTION O1ASS SEED: P'00D FR -' • NEW -CROP SEED COMPLYING WITH TOLERANCE OF PURITY ANO NORTH GERMINATION ESTABLISHED BY THOF E OFFICIAL SEED ANALYSIS AMERICAN. PROVIDE SEED MIXNRG COMPOSED OF CRASS SPECIES AND PERCENTAGES AS FU010W5: OVA55 SEED SWORD HARD FESCUE (FESNCA 0210 LONGIFOLIA) NEW SEEING 2-4 085/1,000 SO FT RATE: PRO0DER LANDMARK TURF k NATIVE SEW PH.(SOO LI3S-4007 UNOEACRWND SERVICE ALERT Ot E -GAIL NJ16ER 811 MCC TRIANGLE POND POND PoN040 0,00 00110 NO002 OLIOS.FO SCALES PROD♦ 9-1156 1341, 07/24/15 FIEVIEWED ®OCE 881881.2 GGNAA 001 JULY 2015: PLANS NOT APPROVED BY AGENCYONhL - P R D PAINTED HILLS POND DETAILS DISHMAN•MICA RD. SPOKANE VALLEY,WA AIYo t°. SHEET F05.1 NUMBER 13-1166 -- 5511012 515 ORIOINALPR0PAMTION SCALES PROD♦ 9-1156 1341, 07/24/15 FIEVIEWED ®OCE 881881.2 GGNAA 001 JULY 2015: PLANS NOT APPROVED BY AGENCYONhL - P R D PAINTED HILLS POND DETAILS DISHMAN•MICA RD. SPOKANE VALLEY,WA AIYo t°. SHEET F05.1 NUMBER 13-1166 GENERAL NOTES 1.ALL MATERIALS. WORKMANSHIP. AND CONSTRUCTION OF SITE 10 000BIENTS SHALL MEET R EXCEED SITE. WORK STANDARDS AND THE STANDARDS' AND SPECIFICATIONS SEF FORTH IN SPOKANE COUNTY REGULATIONS AND APPLICABLE' STATE AND FFDERAI REGULATIONS: WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND 1HE. SPECIFICATIONS. R. ANY APPLICABLE. STANDARDS, THE HIGHER QUALITY STANDARD INSPECTED AND APpRovEo BY SPKANE COUNALL APLY.TY INSPECTOR, INSPECTION SERVICES AND CON 101000ONWORK VATHIN PUBLIC 11.0.Ve. OR EASEMENTS SEMIECEATFlCATIOIN 0 BE PROVIDED BY DESIGNEE OF PROECT SPONSOR/OWNER 2. THE CONTRACTOR IS SPECFlCALLY C00110NE0 THAT T110 LOCATION AN6/01 EEVAIIR OF EXISTING, UTUTES. AS SHOWN ON THESE PLANS, IS BASED ON RECORDS OF THE VARIOUS U0LLTY COMPANIES AND, WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FLED: TH0 INFORMATION IS NOT. TO BE REUEO UPON AS BONG EXACT OR COMPLETE THE CONTRACT. MUST COIL THE LOCAL UTLEY.LOCATIOI CENTER AT LEAST 48 HOURS BEFORE ANY. EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF E19STN0 UTIUTES:.THE CONTRACTOR SHALL VERIFY. PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE C011000005 P015410 ANO AT POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF.11.10 CONTRACTOR TO RELOCATE All EXISTING UTILITIES THAT CONFLICT WITH 114E PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS ": 3. 111E CONTRACTOR 0000, 0E RESPON'5IBLE FOR OBTAINING AIL NECESSARY PERMITS FROM ALL APPLICABLE ACENCES :THE CONTRACTOR SHALL NOTIFY SP0KANE-COUNTY INSPECTOR AT LEAST 48 HOURS . PRIOR TO THE START R *00 EARTH DISTURBING ACTWTY R CONSTRUCT. ON ANY ANL/ ALL PUBLIC 11APROVIDAENiS '.. _ 4. THE 00110 0T0R 51*11 COORDINATE AND COOPERATE V01H SPKANE COUNTY AND ALL UTILITY COM000108 MHA 000000 TO RE.00ATCNS CR *004005ENTS OF 0010NG_UTUTES DURNG 00111I1UCTON, TO ASSURE THAT THE WORK IS ACBE RE S RESPONSIBLE TIMELY FASHION, ANO'W410 A MINIMUM DISRUPTION OF SEANCE. 111E CONTRACTOR SHALL BE RESPOI 000 FOR' CONTACTING' ALL PARTES *1000100 BY ANY .. 01500 0014 R ANY UTUTY SEANCE 5. THE 00NTRACTO)0 SI{ALL HAVE ONE (1) SIGNED COPY OF 10000PROVED PLANS, ONE (1)-00p0 OF THE APPROPRIATE STANDARDS AND SPECI0CATI000 AND ONE (1) CCPV, OFANT PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB ON -DTE AT ALL 10AE5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY 1001UDINO, BUT NOT UNITED. T0: EXCAVATION, TRENCHING,SHORING, TRAFFIC CON1R01.. AND SECIRi0Y J IF, DURING THE CONSTRUCTION PROCESS. CONDIT015 ARE ENCOUNTERED BY 100 CONTRACTOR' HIS SUBCONNOT IGEN-DEED IN E PL01S R SPECIFICATIONS, THE COTHER AFFECTED PARTIES ONTRACTOR R SHALCH COULO L CONTACT THE ENGINEER 0000..-WAIELY'. . ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REV1S10N OF SAID BARO, UNLESS SPECIFICALLY STATED OTHERWISE. 9.' FOR WORK AEFECTNC PUBLIC R010WAYS 0R IF REWIRED. BY SPOKANE COUNTY: 14E'CONIRACTR' HALL SUBMIT A TRAFFIC CG(1OUL AND PHASING P192110 A00ORD4NCE.5TH U.U.T.CD. FOR APPROVAL • PRIOR TO ANY ONSI LE FDR ACTITE51111 AN R APFECTNC' THE RICHT-OF-WAY, THE CONTRACTOR - SHALL PBE LANS. P005S1010 FR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REWIRED. BY SAID PIANS. PRIOR O INSTALLATION. - - A--TECRSI,RUCTON CONFERENCE SHALL BE HED *110 SPOKANE COUNTY. 10. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL' LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF TIE INTENDED IMPROVEMENTS SHOWN ON THESE DRAWINGS R DESIGNATED TO BE PROVIDED,. INSTALLED, CONSTRUCTED, REMOVED OR RELOCATED UNLESS SPECIFICALLY NOTED OTHERW05E.•, 41. PER AGENCY STANDARDS 1410 CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR OF ALL CONSTRUCTION DEBRIS AND. 0110 TRACKED 070.1 111E 511E 44,, TIE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING RECORD 300000ATR ON A SET OF. RECORD D RAWNGS KEPT AT THE CONSTRUCTION SITE. AND AVAILABLE 0 SPOKANE COUNTY INSPECTOR AT ALL 13. I WMENSI0* FR LAYOUT ANO CONSTRUCTION ARE NOT TO 0E SCA100 FROM ANY FRAYING. FOR - *00100501 INFORMATION CONTACT THE ENGINEER FR CU011000R ANO NOTE 0I 111E RECORD URMNNGS. 14. ALL ERORON AND SEDIMENT CONTROL (E.S.C.) MEASURES SHALL BE INSTALLEDAT THE LIMITS R CONSTRUCTION PRIOR 00 GROUND DISTURBING ACTIVITY.' ALL E.S.C.: 00010105 SHALL BE MAINTAINED 01 GOOD REPAIR BY TIE CONTRACTOR UNTIL_SUR THE AS THE. ENTIRE DISTURBED AREAS ARE STABNZED WITH HA 0 1*00ACE R LANDSCAPING. 15. 1140' CONTRACTOR SHALL 1000105 INSTALLATION OF UTUTES IN SUCH A MANNER AS TO MINIMIZE POIFNTAL U00TY CONVICTS IN GENERAL STORM SEWER AND SANITARY SEWER SHOULD BE CONSTRUCTED PRIOR TO INSTALLATION OF WATER U ES AND DRY UTILITIES IT 15 THE RESPONSIINUTT OF THE CONTRACTOR TO CORONALE A14. UTUTY RELOCATIONS CONSISTENT 01111 THE CONTRACTORS SCHEDULE FOR THIS PROJECT WHETHER SHOWN R NOT SHOWN AS IT RELATES TO THE CONSTRUCTION ACETATES CONTEMPLATED IN THESE PLANS 18. ALL WORK WITHIN 111E PUBUC RIGHT-OF-WAY IS SUBJECT TO THE JURISDICTION OF SPOKANE COUNTY O 10INEERING DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS. Y LL 00010*UCTON 0 1100000 , INCLUDING" THE WARM NO 00, REPAIR, =02y RRI0AL,-OEPARORE 00 RUNNING 50100050, E4RTH MOVING TED TO NT TIME PE 010 EQUIPMENT AND SPOKANE C 00 *51000100 00010001 SHALL GENERALLY BE. UNITED TO THE TIME 000100 APPROVED BY SPKANE CCU40'! 10. BASED ON REQUIREMENTS FROM SPOKANE COUNTY, THE ENGINEER 0R H15 DESIGNEE SHALL PERFORM MATERIALS TESTING AND WAUTY CONTROL ON THE PROJECT AND SHALL SUBMIT COPIES 00 DALY REPORTS, TEST REPORTS, PROJECT 001100ATR Alp. RECORD DRAWINGS TO THE CITY OF SPOKANE VALLEY/SPKANE. COUNTY ENGINEER., SE}, SEC.33, T,25N., R.44E., W.M. SW , 5E0.34, T.25N., R.44E., W.M. NE{, SEC. 4, T.24N.4 R.44E., W.M. SWPPP/EROSION CONTROL PAINTED HILLS PRD DISHMAN-MICA ROAD 'SC THORPE ROAD'. SPOKANE VALLEY, WASHINGTON SE, 1/4 OF S. 33, T. 25 N., R. 44 E., W.M. EAORWRB SERVICE MERE OK -CALL HWBER 811 01 WV :1 . 30 (IN FEE( ) CRCREIE WASHOUT AREA KNATRUcTR ENTRY SITE PLAN -' `Swomen. 1 ... ■ mirolm 'Iianiunm i .i IIIwimmorma I O iyilji��-�= LOCATION MAP INDEX TO PLAN SHEETS ' FC9.D SWPPP/,ER135113N CONTROL FC9.1 5WPPP NOTES F09.2 SWPPP 9MP'S FC9.3 - SWPPP BMRS. LEGEND ... 11 50 1R0 VIASRS R*450100 OAEE0 O 0E00PLANS WITHOUT APPROVALOF SPOKANE COUNT( ENGINEES. • 20. .ON -BITE GRADINGSHALL BE IN ACCORDANCE WITH TIE APPROVEDRADNG PL4NAND ESP, PLAN.. PERMIT SPECIALIST. ' ANY IMPORT OR EXPORT OF TIMER. SHALL BE FROM AN REPROVED SOURCE0500-ATI. AND -:• -CM OFCSP F VALLEY - COORDINATED 00 SPOKANE COUNTY DEPARTMENT OF. BUILDING AND PLANNING 509-477 010121 '0 GRADING _I1]OJ E SPRAGUE AVE U4111005T0 .IND PERMITS. S.EPY OTHER SHE UA?REVIEW, 014 0 HARVEST PERMITSCOMPLY MN ALL DEVELOPMENT . RI CALNS AREAS V01000BUT PLANS. . SPKANE, WA 9020 - DESIRAlEO DRANAGE'WAYS. ETC PHONE 730-Sza 21. THE CONTRACTOR IS CAUTIONED THAT IT IS THE UNDERSTANDING R ND THE OWNER ATIE ENGINEER DEV. CONST. INSP.' THAT SHOULD A CONFLICT. OR DISCREPANCY IN THESE PLANS, SPECIFICATIONS, GENERAL HOTS OR PUNS01Y OF SPOKANE VALLEY ET.AL DETERMINED TO BE PART OF THEOVERALLPROJECT, .INCLUDING BUT NOT LIMITED TO THE ' 11707 E SPRAGUE AVE URAL ARCHITECTPLANS. MECHANICAL. PLAINS, _ELECTRICAL PUNS, LANDSCAPE PLANS, GENERA. SPE0AL - 1KINE, WA, 00208 • P130y510715, ETC., THAT WITHOUT WRITTEN CLARIFICATION 0 M FROIHE ENGINEER, OWNER R OTHER PROFESSIONAL DURING THE BIDDING PROCESS. THAT IN ALL INSTANCES THE CONTRACTOR WILL BE REQUIRED O BID THE. HIGHER STANDARD, FAILURE TO 00 SO. MAY RESULT IN THE 01GH0 STANDARD BENG REQUIRED BY THE OWNER; ENGINEER R OTHER PROFESSIONAL. DIRT N0 CHANGE INVALUETOS THE CONTRACT MA . 22' CONSTRUCT. R EVERY 0RWELL, IN00DIN0 FABRIC AND DRAINROK, 0400.0E 0050431w BY THE ON -511E INSPECTOR 10 TO CONFIRM THAT IT MEETS THE DESIGN ITETAES AND SPECIFICATIONS . 00LLS NOT SERVED SHALL HAVE THEIR 0000020000 VERIFIED BY A FULL-SCALE DRYWEL. TEST. $ DATUM:. NAVD 88..;. WER CT MN 781.1,50F TIE 200,TH 871N�Aw07- INADDEB) WAS USED FRTEDDIIICN. DATUM FOR TVs na SEWER . WATER SPKANE COUNTY TRIUNES SPOKANE COUNTY WATER DISTRICT 1028 W BROADWAY AVE 122S N YARDLEY ST SPKANEWA 90280 SPOKANE- WA 98212 PHONE 477-7100 . PHONE: 5.15-0121 CONTACT? CHRIS KNUDSON CONTACT: TY NICK HEALTH - GAS - POWER - SPOKANE REGIONAL HEALTH AVISTA UTILITIES 1101 W MLEOTE AVE 1411 E 0, 110 AVE 500000 324 -1500 -EXT -1 SPOKANE, WA 90220 PHONE 720-5324 - PHONE 324 -1500 -EXT -1 PHONE 95-6810- . CONTACT: JOHN JOHNSON CONTACT: DON COPLEY CONTACT KEN CARLSON SOLID WASTE INSPECTION SURVEYOR --- WASTE MANAGEMENT WHIPPL£ CONSULTNC pIGNEEAS PHONE 924-9400 P. O. BOK 15660 - . 2526,1 SUWVAN RD VEPARALE WA 89037 SPOKANE VALLEY, WA 09216 PHONE 209-8262 0 PHONE B93-2817 CONTACT:: PAUL T. NELSON. P. CONTACT. GORDON, PL. 7.711/14 PATE S. ORIGINAL PP PARA-RON 09NS SCALE: VERTICAL• N/A FIRE ,3 .SPOKANE VALLEY FIRE DEPT. 212D N WILBUR RD SPOKANE VALLEY.. B0205 PHONE 928-1700 CONTACT. TRACI HARVEY ROADWAYS - CITY OF SPOKANE VALLEY 11707E SPRAGUE AVE SPOKANE VALLEY. WA 99206 PHONE 558-0228 CONTACT; M. ALLEN TELEPHONE CABLE - CE"'" LINK MCAST BROADBAND 004 N COLUMBUS ST - 1717 E BUCKEYE AVE SPOKANE, WA 09202 SPKANE WA 99207 PHONE` 623-0304 PNONE736-4JtJ": CONTACT: KEVIN (ALR CONTACT: BRYAN'RI.ARDSON .ENGINEERING OWNER SOLI R0 C 0 NA BWA1LACK 4520E 0WVAN ROI ENGINEERS BRYAN N 1 01KBR 2528 N SU / KINE VALLEY. WA. 2i5 1d7 S NOWAAO ST PHONE 981500 S SPKANE, WA 09201 CONTACT TCDD WHIPPLE.7. P.E PHONE IRCTAR CONTACT, BRYAN WILIER D 07/24;05 ATE DRAWN PMA REVIEWED: TRW OMER L INCE WIAPPL6 CONSULT. 13131.345 STORM DRAINAGE POND NOCR CONETE WASHOUT AREA. - - BMP 0233: SILT FENCE, SHEET F09.2. BMP. C1051 STABILIZED,CONSTRUCTION ENTRY, BMP 02201 STORM DRAN_INLETPR0IECTON, OMP 0151: CONCRETE HANDLING-- MAY ONLY TAKE PUCE 074 UNCOMPACTEO BUBCRADE AFTER.' - ASPHALT REMOVAL, AND. IN A N0N LANDSCAPEO- AREA. OTHERWISE ANY CONCRETE WASH 40350 BE OFF SITE. SHEET FC1.3. demilimem LIMITS OF DISTURB NUL 201.5 PLANS' NOT APPROVED BY AGENCY P R D PAINTED HILLS SWPPP COVER DISHMAN-MICA RD. SPOKANE VALLEY,WA _ SHEET FC9.O JOB NUMBER 13-1168 a. d a EROSION &SEDIMENT CONTROL GENERAL NOTES AND'-)INFORMATIDN� 1 AN EROSION/SE0IMRT CONTROL ((ES.0) PLAN IS REQUIRE, FOR THIS PROJECT. IMPLEMENTATION OF 114E EEC. PUN, AND CONSTRVC1105, MNNIENANCE AND UPGRADING OF 1HE ESA FACILITIESARE THE RESPdNSIBIUTY OF T10 DEVELOPER UN111' AILCONSTRUCTIONI5 COMPLETE/ AND ACCEPTED BY THE CITY CP SPOKANE: VALLEY, OR. UNTIL' VEGETATION IS ESTABLISHED THROUGHOUT THE 5411), AND ACCEPTED BY AHE 011 OF.SPONNNE VALLEY, . VMICHE0ER:I5 1,510* 2 APPROVAL OF THE E.S.C. PLAN' DOES 149T CONSTITUTE APPROVAL OF ANY OF THE PROPOSED ROAD. STORM DRAINAGE, GRADING OR U1UIY DESIGN EIBMENTS SHOWN ON R15 ES.C. PLAN.' 3. THE EROSION/SEDIMENT CONTROL MEASURES SHOWN ARE THE MINIMUM REWIRENENTS FOR THE ANTCIPATEO' SITE C000111050 - THE CONTRACTOR SHALL 'INSPECT ANO MAINTAIN THESE ERG MEASURES DAILY, AND SHALL MAINTAIN AND UPGRADE THESE MEASURES. 00 NECESSARY TO PREVENT SEDIMENT -LADEN WATER FROM ETHER FLOWING OF SITE OR INTO NEW/FASTING STORM DRAINAGE _ FACIUDES, SUCH AS 0RY 05,11..CUL050IO, 0R 0105TL GALLERIES' 4. 110TE71110 FABRIC IS 10 BE PLACED W THE RIMS, CATCH BASES AND INLETS UN3L: SUCH TIME EAT. Nn VEGETATION ON THE SIZE IS ESTABLISHED AND 1HE THREAT OF SEDIMENT DEPOSITION INTO 1110 DflMNAGE SY54M IS MITICAIEO.. -, S. THE SILT FENCES SHALL BE INSTALLED BY THE CONTRACTOR PRIOR' TO OTHER 5I10 790841, AND • MAINDVNED TIRWGHOUT 415 01400,0 CF CONSTRUCTION 8 THE CONTRACTOR IS RE590551BLE FOR IN5TAL151, ROOM CONSTRUCTION ENTRIES AT ANY • AND ALL LOCA0ONS 1.25511T• ENTER OR EXIT THE. PROJECT SITE 500 DEIAL 7 AHE CONTRACTOR IS RESPWSIBLE FOR DEAGNATING A LOCAT0N,101010 0006011E 110055 AN9 EQUIPMENT CPN 95 01051100 WT, 400100440 NEAR 0R DRAINING INTO A STORM ORAINACE AREA. B. PROPERTY. OWNER BRYAN TEENER PERMIT APPLICANT: *HIPPIE CONSULTING ENGINFFAS 0E-8.3 -E11 7 CONTACT PERSON ON SITE:' 5/4 - PROJECT LOCATION: DISHMAN-1110A ROAD IF THORPE ROAD, IN 5PO(ANE COUNTY, WASHINGTON, IN 500105 33, TOWNSHIP 25 N., RANGE 44 E W.M. 10. PROJECT DESCRIPTION, DEVELOPMENT OF 90.7 ACRES 4/- INTOCOTTAGE, SINGLE FAMILY. ESTATE, APARTMENT, AND COMMERCIAL LOTS OF AN 01251150 VACANT GOLF COURSE. 11. DESCRIPTION OF E.S.C. MEASURES: USE OP SILT FENCES AND SEDIMENTATION FILTERS.' ALL ESC. MEA5VRES 2043000) ABOVE ARE TEMPORARY AND RILL BE REMOVED ATTER SITE 15 UNCSCAPEO., - -12. BUSTING VEGETATION; VACANT LAND *1111 GRASS AND NEED COVER 13 PLAN PREPARATION DATE MAY 13, 2014. 16 SOLS: ALLUVIAL LEAN CLAY, ELT, OR SILTY SAND. • 15 STABIUZA110N OF DENUDED. AREAS ANT DISTURBED AREAS. WHICH WOULD BE LEFT BARE FOR MORE THAN 7 DAYS AND ARE NOT INTENDED TO BE REWORKED 1N1HIN 30-45 DAYS SHALL BE 500180. *ITN A FAST STARTING NATIVE °RYLAND GRASS SUCH AS. ANNUAL RIF, M -APPROVED EQUAL ATA RATE OF 80 Los/ACRE: 16 NNTR01 WILL UTANTS: • - *01 SPILLSS WILL BE HANDLED 000010INC TO 0.0..E AND D.O.H.' GUIDELINES. 17. DMITS OF GRADING . CURING THE 00055E OF TED TOO W, THE AMOUNT OF DISTURBED AREA SHALL BE. KEPT TO A 110109 AND SHALL WAI BE WAITED TO THE AREA SHOYM AS 'EMITS OF GRADING' ON THIS SHEET OF 111E EROSION CONTROL. PLANS: MAINTENANCE .. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR. INSTALLATION AND MAMTEN ANCE 00 THE TEMPORARY ESC,. MEASURER . 2. SEDIMENT. BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RUNOFF PR05UCING RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL 3. NECESSARY REPAIRS TO BARRIERS OR REPLACEMENT.OF 0LTER FABRIC SHALL BE. ACCOMPUSNEO PRCMPRY. 4. 'SEDIMENT DEPOSITS SHOULD SE REMOVED AFTER EACH RUNOFF -PRODUCING RAINFALL DEPOSITS MUST DE REM00i0 *HEN THE LEVEL OF 05500IION-REACHES APPROXIMATELY 1/2 T110 HEIGHT OF AHE BARRIER. 5. ANY 5EDIMENTOEPOSIT5 REMAINING IN 51*05 AFTER THE ESC. STRUCTURE IS NO LONGER REWIRED SHALL 0E DRESSED TO CONFORM TO THE EXISTING' WADE. PREPARED: ANO SEEDED. G. Ass TEMPORARY AND PERMANENT ESC. PRAC110E5 SHALL BE MAINTAINED ARO REPAIRED A5 NEEDED TO URE CONTINUED PERFORMANCE. OF 11100 151000EO FUNC11014. 7. ALL TEMPORARY 0441. MEASURES SHALL BE REMOVED WATNIN 30 DAYS AFTER FINAL SITE STABILIZATION 15 ACHEVE0 OR AFTER THE'TEMPORARY-BLAH S- ARE NO LONGER NEEDED. TRAPPED SE VERT SHALL BE .REMOVED OR STABILIZED ON 511E DISTURBED SOL AREAS RESULTING FROM REMOVAL SHALL BE • PERIEARENTI,Y 0100 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING DIRT MUD AND DEER CONSTRUC1ON DEBRIS THIGH MAY ACCUMULATE ON PAVED STREETS ADJACENT TO THE SHE AS A RESULT OF CONSTRUCTION ACTIVITY. CLEANING SHALL BE ON AN AS NEEDED'. 40515 USING SWEEP/NO ANO WATER TO WASH THE CONSTRUCTOR 08815 FROM THE STREET. . 011-51E DUST CONTROL SHALL BE ACCOMPLISHED BY -USING WA1R. APPLICATIONS OF WATER MAY BE REWIRED SEVERAL TILES PER DAY DURING CONSTRUCTOR ACTIVE. $.DATUM: NAVD 88 TEXIMOFEEEDMMERGECT WEARFI NEVATIo,NOU F5BEDTp59 84080 q1 INAYDTN WAS USED FOR THE 9E,, 6E0.33, T.25N.,' R.44E., W.M. 9W5, 9E0.34, T.25N„ R.44E., W.M. NEW, SEC. 4, T.24N., R.44E.. W.M. E.S.D. STANDARD 'PLAN 'NOTES `,FROM -APPENDIX 9A OF THE SPOKANE. REGIONAL STORMWATER. MANUAL HIN THE FgLONNO CP0ISIOUCTIT SEWRCESHALL BE FOLOWEO. M ORDER TO PEST YUIl15, C 1NSR S504WA1' *0000 NRT 5004001 THE POIRNL FR ROg[N WFNTATION CON a LENS. - 3 iRCH Yq YmEMER QP N T FA04lIF9%aE CamA&E, () 0.504 AND CRUD SU TLV FOR INSTALL OF TEDD0RADV E 9 (2)' BIR n'Ps RKSFALL SEIM m k Y ESO BNP. CONSTRUCIWO SEDIMENTTRAPPING PMP'S A5 ONE CF 1x0 R () i EN R P ARO RDUG11 GRADE FoR RoADS. TEMPORARY CCESS pckas AND UTILITY () A50ff TON Y ACHES Y ACCESS POWTs NAM. TRE APPRCPR4ATE (0 508 AND MADE INOIMUALOF LOT5 (F) d LT µEE TNRWSR E 'cCET T fRl 4 M , LOTS CR05 TRE m'O xNATdN B TANTALR L PASS A REWLT OF () tRERUsC. TE)BUILDINGS Mumma/8 STOTMWA1R P0004110SEW Gain, 01.0. (N) PROTSGTAll PERMANENT SRWMw0RR FACLTIES ORDERS THEAPPROPpA3 Run (O INSTALL PEOLANENT ESO 00013010,0021 APPLICABLE; ANO. (4 REMOVE TEMPORARy Es.o. comas *005: 2. PERMANRT ESC. CONTROLS. 6104 Ai30100 E. HAVE BER 0OMPICTELY INSTA4m; 3 ALE seDIVE 1T011CN PROD EOs HSTURBING AVVE CEASED AND, POTENTIAL To 00*Sl EAOs1C0 ADO Al T EI LN r R WATHOCD R W RN 0MWM ,ATMOFro qS.DANR)E6Sm TATICN0µ/ BEYOND THE ROADWAY APPRO CN 150 Wm IF FDIAIFNTRE4V ECESVR TOIR6TWARWq D500418E sEE11wMaT w PosulAnEAONR %gi11P �'"c m.wv6wTm m n cwTRaum MEET WASH 1 W X10 WENT F0 DFF SHE ONCE TOTES RTNOVEO, EFT HASH WAS1EWAlR OPLL BE CONTRxIm RY iWBUiARY M WA>EAERSSOFR114 STATE EVFNIED ROA gsCHMUI.NO INTO 505415 . .PHS -C E DON UCTION ACCTS Ra;. EQUAL TO.DN BETTER DIAN THE U T SAV, to INE 505 104514 RIENEP6613 CUL WGETA0aR W IND 10I R35DW 1 CONTROL MPS *EEK. AT A EXI/Ell.ONLYNM.A 50,44 EVENT. HUAW FRNURWNCV NAY BE 06550 N ONCE AAM07 IF TIE SIZE Is STASI ANO 14 AC a Ng11Vt SmUCTM! ACRNtt A A CORD 111 TIE SAAR AR9 /01 • .l .i1 NR WPAItt CCxm0. AV4041E5 W11H JJNSLCTW OVER 1x51)1) PRO.EGi AREA i2. MW STABIL. DAYS XPOSED V 1YCAK REGIONALN SEASONCUIDNO N STOCKPILES). ) 9P41 AT FR5 ) VETT 5MADE OR 57 572021)0'00 IL 'SNR ( aTDAY1)4744 RDEff ). 501 B NEPA FORE TIME LWI ADAASSES A 0000155 CN 5484 0 'WALrt110 LOCAL PROGRAM.. IF IT TIT 0K 10.15 P TSR1RE3CiA1DI 0005EAND R M THE PEW M TR IN P 4. KEEP !WAGS MAMIE TO INLETS GLEAN 5. SPECT INLETS WEEKLY AT A 1.1210.EM AND ONLYeOR Sion, EVENTS 6. CONSTRUCT STEMIVATER COV EETENTON/RETERTION SIDRA50 POND' WALES) a IMP NW EON OVENS] T SHALL BE ar 11) BEFORE THE $TOMPI (SUCH AS TOPSOR) ON SITE NEEPINC OF OF AY AN 0. CO., CoNTAIN AND PROTECTALLcHEMICALS. 1.10U10 FRINDuCTS PETROLEUm PRODUCT, AND 1.10NTWASTES ARMOR SnE FROM vANDAUSM NAFw 173-304 W TRE DET RENT WASTE). SECONDARY CONTAINMENT CHAPTER SIRDWc TANKS CM'DUCT MAINIENAI. 0*0 PEPAIR OF HEAVY EQUIPLIENT AND VEHIC. INVDMANG NCE+ *4 000 50544 S SaKNT D *0 0510 TINS N LT PaLxT 1 SR II WTO S10R4WATE4 PUN LI AR ' A RECO 0 RES DRIP PANS CLEAN I 160 FIILLO*IN CE OR SPEC RNNWO EW VEN p�AE PFIifORN EuRCNO4cr REPAA4 aN SHE VSW NEM ARY PUS1N BENEATH THEW iB SU01 0 240040 Ai IAPPUGTIal 0010E 1MATLNWIRI550* 1HETWL45508 8HNEWCA01L 101*. ANG P�35ToNTHIAMEND AE ENT 005504 51R5MEET IF aWMROEO APPUGATION RATES CT W A RE0000 BASIS (ATA MUM WENT. ART 0130313/AFTER A nunonn PROWLING ES5NT) MN T N ALL EROSION AND SEDIMENT CONTR04, N ENSUE SUCCESSHA ANCE GE NA N 4 111 T 'ALE LEi CES SHALL BE aFANN CR REMDVm AND RfiUCE BEgRE 9%INtiIEsOF 1:0 CAN AavxUU4 20 21 650040104500000405 20 AF1FR T1s TEMPORARY 0MP'S ARE ND �GGs . PRMANFNItr siABRIZE AREA TIAT AAE DISTURBED aA*NG RE40VA1 SCALE: HORROxT6 N/A SLR NO._I vmRCAL, xrA DRAWN; 13-11136 07494*5 RM X E MIME CONSULT. M... ISSOMORDISUILMNIPOAD PA .°T � ,9iP�voCl JUL 2015' PLANS NOT APPROVED BY AGENCY P D PAINTED HILLS, SWPPP PLAN '- DISHMAN-MICA RD. SPOKANE VALLEYFWA SHEET FC9.1 `13.1166 ', BMP C233: SILTFENCE INFORMATION TAKEN FROM CHAP1Ex 7 OF THE EASTERN WASHINGTON STCRMWAIOR MANACELIENT MANUAL 2004 EDITGN py*1080 U CONSTRUCTION REDUCES 10(0. AT WARMMAN', PHYSICAL BARX. l0 OF CO.. SEDDIENT 1001 NT AND. PEOUCND TIE RUNOM TELOCTIE5 OF OVERLAND FLOW. SEE. FIGURE T3.2066 THE EASTERN WASHING? STUOAWAIER MANUAL OEEAL BFLOW,RAR OETULS QN SILT FENCE CCISTUCTCM SILT RORIE MAY TE USED DOYMSLOPE OF ALL NSNRBI AR% SILT FENDS IS NOT 1X101101TO 015 07 01IFN0012 110 LO0B, NCA IS IT MENDED N 1RFAT �STAXTAANGIINTS OFDVC¢NAD FLOW. ANY MNCENTAIFD ilOWi MUST BE CNWNS 1111.1MYM OLE. OVRFAAMR2 ET rgavvy T rETIgERANFR. NAT BY 4EDIM1T PURE, IS IN I!E _MINE R ONE AME OR L[SS ANO fLOw RATES M N • SLCES. ES THEY ARREINMTANEADEQUATE MCTETE'Nm or MT WOUM°N FM ANT -THING NIG DOPER MAT SHE. M OVERLAND FLOW - FO 1 5 CRE DR LESS OR IN COMBINATION MN SEDITION.ARN Ix M1761UN sLon onnn.lts0 oloo.t. M. 721 01 LAA 10 F10E UNE) 1:1 MANILAUD SHEET OR OVERLAND mow PAM LA'0110 TIE FENCE OF 100 FEET NO FLOIS GPEAIER THAN 0.5 CFS X�1110 0E0A0I1x4(003 ALMEET THE FO10WC AN AA CEO1E0100 01ARE MI M AVEM51 OVL 001000 0011101/10 MESH A03;( n2 BUEq 6ENT MAX FOR EUT .. Y.ETENS (ISO 5 fK) 0101FR P0NNTNTY (ATI 0681) ` F erisz' PmEry (5100 SIEVE) AB TETE. STRENGTH (AS 4840) MiGs 570ADARO' 51x01BN FABRIC a2 110211910000110 ( )... x MAR': 1100101111 11E1470000 (0510 4035) 701 MIN. NE D2OE01NC1055X00EpU 4(ol xGxE 119 , STREWTH Of SILT MICE NA11IAL4 AiE AVAILABLE THAT HAvdE SNNEit ESH'BAGING 0 001 ATTACHED. nom FABRIC C TATEO1 5.11 70801 AI SIX MORINS 1141 Y I MIEOONSAANO CONSTNCION LT E AT A AVREAT)RE RANGE CFOT. ro 120y. 1.sLE 10001110. 20 081100 204101 NSE T FENCEIS 201 0 11800207IS IS STRONG, TRO U,. IP G :. 1TFD'BY LOCAL RETARACCIS.0 O011001O,RT. 5 MALL WN ME PLANS. THE7fl T FEENNPC SHALL BE 48100T1 CONSTRUCTED IN THE AREAS OP. CLEARING. CRADDIG. M OR000800 PRIOR 113 STARING NOSE' ACTWTE1 FM. SHALL NOT SE OoxsIDERED TEMPORARYTE SILT FEN. MIST oPERATE BEYOND 111ELENGTH OF THE . THE SILT FENCE SHALL PREVENT.. SOIL1040. THROUGH. M OVER TE Ice a THE RUNOFF BUT MALL ALLOW WATER To PASS NRaGN THE FENCE ME 01x111011 Esc. UF TILE TTN OF TILT FENCE SHAU,BT 0 2EET. AND 141E MAYIMUM SHALL BE ES FEETS . THE O'BCNAL Mal. SURFACE SUPPORT FENCE ABRG$ FILTER FABRIC MATE TL T-6 myth., p0 OE $01000 ORA pWN R COAPAC BURY OOTTOM OF y WOOD POSTS. STANDARD. SECTION • SE , 5E0.33, T.25N., R.44E , W.M. SW 15EC 34, T.25N., R.44E , W.M. NE , BEC. 4, T.24N., R.4451 , W.M. �SuPPORT TTL(0 F BRIGUR.! 011140 W LA C T S R LS'C U E FOR SILTS FILM FA RCSENC SILT PENCE DETAIL. :-. Nor TO SCALE DATUM: NAVD-88. TMT SOOPME RCLPONDER., SEWPROEM .WTNANELEVATON00 20001NAVM.)=4m0.0. NAM. WAS USED FOR THE VERTICAL MEM FORTHIS '.. BURY Ho IN 8 BT 121TR N H o TM TA114 00 0 . 1 PNDARO, Oft BETTER: �OR EO LT 11. APPROVED 014, 10ONERN, ' AS 00 40 I. SENT BY THE ENGINEER. FORMAT THE POINT oF A 20T0(TIE 0100OR 4.0. AS REWIRED. ALL MTN SEAMS SHALL BELOCATED AT SUPPORT POST. AIIERNATVELY, TWO ONS Of 00l000S RATTESLTO FENCE10 22ATSFAm1OVERLAPPED, N OF THE W PROVIDED THAT THE OVERLAP ISLONGEN W0I . AND THAT N SE ENC . ETER:TO PREVENT SET UDEN 11 CENT NR - _ THE GROTE 110 SHALL BE ATTAb0EO ON THE VP -SLOPE SEE OF THE POSTS AND SUPPORT WS. MIH STAPLES. ERE. M N ACCORDANCE TI S RENNAMMILATIONS. N 10x110 SHALL BE ATTAINED N A TANNER THAT REDUCES POTENTIAL FOR REMECT. T THE sTAINE4 DIRE E L MICE 10 T TIE CMTEXmE w PE OF FLA411R0 ¢ LIESH IS DEPENDENT 0 00RO PROPERTIES OF THE CEOT 4141451011 SE1IREOR M 116 E M VU --9070 00 THE 70515 MN INE 012x100 0000 UP -40071 OF FIE MES0 BAC( .THE:GEOTECTILE kr THE e6rinm OF TIE FENCE HALL BE sumo IN A TRENCH TOA MINIMUM DENTE of 4' BELOW THE MOUND SURFACE -THE TRLNCH SHALL BE BACILF111ID AND THE saL TEARER IN PLACE OVER THE BURIED PORTON Of THE 0LE SUCII THAT NO FLOW U EFi1,11SEDN E MAOLVENHR02 10 N10 13101 AMINIMUNOP4'. TILE I0FDCEIF.10115OL OR 07121 A 509101148015005.40001P915801015TA 01 00710 07 116 LOCATED ON 5L P. PEACHED. Y, II ORE POST .PER AND THE FGRE Is PEWIGEVUCREASED IE A TO iVL IS .• F REQUIRED POST DOM. CANNOT BE OBTENED THI POSTS MALL BEA EWATELY' 004119 LT00 50011.52140010000100100701011040580002L0 HAT.ME1 AT E RNCE O4 TMT RUNOFF SIAM AND RRAtemrts WATER FROM FLOWING AROUND THE w0 aF GRAVELTHE CHECK DAMS PLA= TUST T D PERPENDICULAR WON TO THELEBACK OF THE END 011110 �0 E0 011 FLOW AND EROSION MONO THE BACK OF NE MN... THE cOg.fri EB MWagnti 0.0etn FENt GE Z ATTE 9IE.NE.FVIEV TalEAnaTOT OF CRAWLE THE 10 CHECCHEM DAMS SHALL CONSIST OPE Upt TIMI NRFACAN1 00 COURMINDSE CRAY.:P00 5TNE GRAVEL CHECK DAMS SHALL BE LOCATED.: ME �v to uiciNEMP1c14 00031 ver MUST 50 5 TRE HX,xmu4s.0NE 501E of ce UxE MBAE THE coxlOURs MusT BE cROss00 9X40 xoT eE sTEPER NAx 11 EW AOI TENON, ANO 510411 5E 4000 0000410010 SUCI 5 0001* SEMIS, MOTSGrE 410411 FOSis rg CIXISST G- B1HC1 SNE 110. S RIM OT WiC1. 10111 4.15 444.4710 0 OR 1 -INCH, L 410 L OR 1l SHAPE 5010E • 70615 MIH A MIN Hfl6NT KT Js 015 /FT. OR r115 MIL POsiS 'X LT AVIV. GN Mb N CE TO INE POST s tEs LLST1. NE 6PACNc OF INE SUPPORTS POSTS SHALL BE A MATTILUT OR k. FENCE ACK-UP SUPPORT, IF USED, ALL BONSIS0 OF 1E. 4010 A MATS MESH sPA,M0 DP 6, OR A PREFABRICATED CMESH. 1LRTHi 0Les0 WIRE ON SNEENNOM MESH MUST M AS RESISTANT TO ULiRANNET. RADIATION AS 011E GEOIEXTIE IT CLT P810010110010101 US00 THE SUMO METHOD OPECHIOATIM DETAILS FOLLOW. • (09104.700113-0' MART IN CRITICAL 00150TON ARFJ.S, ANO 5-7' A0MT!N sTANDAN0 PIICATCIS (051011,11057124* 0117 0 1112 0 POSTE1s 50 AJPPOH.111E PI-141%4011BEANPS.010LSA4 WATER PRESSURE INSTALL POSTS MN NIPPLES FA0N0 AWAY FROM THE SILT 40000 FABRIC. ATTACH 018202810100000 POS1 MN THEE TES 00,070000741010111000707000 RI A 001 PACK 1>E 1 1 ONAL.Y 45 DECREES TMWCN NE PALO 0 CN PON N T LEAST 1 INCH 1711 LLY APART "AIM EACH GUI➢ E M l0 HANG CED A i HIPPIE Mil TCHCENING T PPEVEN DROP P7ROKI0AICLY 6 NCHE6 M FARRIC AROUND THE END POSTS AND SECURE MTI 3 NO MORE THEN 24 OFF A SB' FABPC IS AUAW4T ABOVE °Noss LEVEL THE ROPE LOC( STS. MUST BE USED IN ALL CTMI CHEM APPLICATIONS. CTx4 140111AUl. 100E 000010 AMD SHOVEL 00710 191040 BEEPER INTO 00 010 IF • NECESSARY. COMPACTOR (010004E9LT LATELY IMPONTM 1d IEFFECTIVE RES L111.00P,P000 S 101MINRN .LATELY vACT THE UPSTPEW TETE Frasr ARD THEN EACH SLOE TWICE FOR A ToTAL NDE641°GMPR LTRIPS T .. BE .PANED EITSTA tLIC wE ARE EMO1r 0704,0 (r THE FENCE, NET MUST BE 0000007/ ANT TOOL£ 'N LIE FENCE EDPAVEL N FENCE If THIS RETLACE THrreNCEVOWEIVTAHE TE Ea:TD m '0.1'S°411'11%117 r EAo20}i m.Y HE N 01sN 9 CE, SEmiO ID,F.L BE keasos GEMEONE NAS DEaTiORATD DUE TET. ULTRAVAIFM BHEAKOOMI, BMP 01 05: STABILIZED CONSTRUCTION ENTRANCE IN70RMAT0`I TAKEN FROM 111019101 T OF THE EASTERN WASHINGTON STGOMVAATER 04090000NT -.41 -4 EDITION T 1N,N SSPPOTT00 CNI0 PATI DI P 20 00 8 VEZIEC 11110 11 ONPAY T BY' coNorioNs or LTO OR -CAU. XWMEA' 811 -109.5 RN NOTE:. 11 IS SUGDESEb CROWNED SOMATRUNOFF DRAINS OFF THE PAD „Gd ek OSI ONS11t00111.10 A ST BIUSID PAD OF COATES :SPALLS AT DSTRANCES;10 • 004 STABILIZED MH2EV1TRAFFIC MU. 8E IEA 0 51RUC11a1 SITE 00!0 110011100 ON PAVED ROADS CR OTHER PAVED IN LARGE CWM4C1AA, HIGHWAY. AND ROAD PRO.ECTS THE DESIGNER AND OR 10041010 W0 CWOE 111A0011SPs 007500050 1 1 01TTAECOTON41RUC1100' • LL PLAICE: AM ON, MATERIALES V 0, 50050RE 121E 1 0 0MM..MRER.T0 �ECTs wSTALL AHEM YMERE"NE1E0. SFE RPIRE 2.12 OF THE EASTERN WA. STMMWATER MANAGEMENT MANVA. OR DETM BELOW. THE .1. AENE61-6. QUARRY CS..n.nEW¢RED ETLI'Llt•O5ETMCm ntmUN rum= NTSL • A 9MARATION CEOTESTLE SHALL BE PLACED ONE. E ESPALLS TO PREVENT TINE sEDITENT FROT PUMPINO UP ISM THE ROCK PAM N GEOTOORE SHALL MEET GRAB 1dMB ( 1 n0 SNI PSI 14 to 1191E IDONGA0GN (ASN1B. 1 30MAIL MULES BURST STRENGTH (ASM D37110-0.00)" 4000 PS LeN. Ass SISIM 04741) 20-45 (US nn,001. , IF SITE CONDITOSS DO NOT IYAARM'T THE USE OF GEOTE TITLE rt IS NOT ccoRDANcE OIWITT TIE ( HM ill 8E AOOED N NE PAD S NO 100011 N E H EAE�naNALL :: IF THE N.S NOT: SYO�IOT BM. TEaFANMFT.HEN ILT0NAE GSURE TITE STREETS FREE MAENT SHALL AU. BE USED. EDM M STREET SN,IING, AN INCREASE IN THE :M 19GNS OF THE THE INSTNIATON CF A, YWiFq WASH ANY SEDIMENT THAT Is 41AC(54.ONTO, PAVEMENT SHALL BE REMOVED BY R7E2 NG ORS FET Pri IME pE01N EIiC1�EA11C�NOT BE �OINC SHyALL eE ExCEPTEN01 SWEEPNC S N6FFECTVF ANO THERE Is A".ixauTDm Pule G sAE'ir, E rt EMs xEass.wr ro.wAsx TLE smEErs. NE- NrBIEUECWAMIHm HTO 11 E ML° MENIFA�E R CAEMN ex�CamN1ItHOLE1fD. MEQ ANT ANNY SPALLS THAT ARE L0058NED {ROT THE PAD. INCH ENO UPON THE ROADWAY SHALL BE REMOVED' I411.01A18.Y. IF VEHICLES ME ENTERING OR EATING THE STE AT POINTS OTHER THAN NE. • ACI 1 TR 7141. FENCING (SEE MAPS CIM ANO CI04) SHALL UPON PROX.1 =PIKETON 01. SITE INTENDED . PERM xTRU NL£ SHAT. BE PWAu ITILY CE0TEXTLE 6 TOT pUARR41Y SPALLS 112' MIN. THICKNESS ---- INSTALL CULVERT IF ROADSIDE DITCH IS PRESENT ROCK CONSTRUCTION ENTRY NOT TO SCALE SCALE: HRmONTALT NM 0. 011401 DATE ORIGINAL PRBPARATHON HEVTSIONS VERTICAL. ' NAA PROLE:MUM 07704(15 DRAWN: RMA WELITLEIL SETELE 4WC E PLOOLLSOLLOWEVO SPOIWEVILLY, OLE MOW. fO609,0217 0 JULY 2015 .' PLANS NOT APPROVED BY AGENCY P R D: PAINTED HILLS SWPPPBMPs' DISHMAN.MICA RD. SPOKANE-VALLEY,WA Py aA OPO. JOB NUMBER 13.1166 4201123902 FM, BMP C2ZO: STORM DRAIN INLET PROTECTION. INFORMATION TAKEN FROM DIAPER 7 0) IRE EASTERN 005HIHG100 5TO901101 N MANAGEMENT MANUAL 2006 9ITON PuRPODE,:'TO PREVENT COARSE501 T FROM EDITERN0DRANAOE s ISIS PRIOR TO ONDITIOND Mr UWH E T 'W Eru2UF 001005. BO P 001 PODDED FOR ALL STORM DRAIN INA OYWSTAPE ANDCR.N tFEET ➢ WPL-6E CCR ttD A ICOTPOWE mom.'101003.911 011 PROTECT ENE WINN= SMITE. )T 0 U aT THAT THE' Ai£ Nx((TOA M1LLREVIIRE [LEANING 11515 SEZE• AL OP EASTERN 101011 WASHINGTON u1 OF THWATER E 100110ODS FONT R 510014 N PWd1xG AND;PU9000 MCH '0 LCT£55.¢IEACLAIAADEERF NIVAE RU REWED VWRE LAR WATER MUM CAUSE A HEARD. IF AN EMEnC.Cy °VERNON IS FRONDED, ADD1 SES;,: 5E0.33, T.25N., R.44E.,W.M. EW,, 5E0.24, T.25N.,R.44E., W.M. NE_, 5E0. 4, T.24N.1 R.44E., W.M. 5l0I514 51 IF#1-I0S tT ROMELO 0505P11400211512200NTOFOINS05USSO 01COII1011%1' 091E0. MOT MAY EE DAILY F0 HEAVY SEDGENT LOA05, ME MAINTENANCE REQUIREMENTS CAB SE CED OY ECMWNNO A CATV BASIN FlL1EA Mm IINTHFn TME OF INLLT PRNECTIDx MI5 tt0E 0 WIET PPOIEOOCATED 0ALONO AC= N R NAY BE A EETIFA MEMm EURO FEET Or STMAGE • • OEWARAINO PRODSIONs. • NIGH-TENLLDRIER NORMAL UrEAT A C.SIBUDIEN• SNE RETCH N FlLT.ISWsMIE0 IN THE CATCH BASIN JOSE B¢013 THE BRATNG PUIMXTZRECTINI YAM 0114M• 5115 - BARAIR FORMES AROUND CURB INLET WITH A EARNER '.• WIRE 00040WITH T/2' 0/050010• 00TH ALTER 104010 TO THE MALE co..PILE WA5000'AGGREGATE AGAINST 110EMON731.1116I.IA 1,1000RI0.'I 0-AN541T ax S . d OCIM 0ROAYRPROTECTOR - BARRFR F5050 ARWND.AN NIST WITH 10005ETE BLA D1. OLE B OF THE 1.N WASHINGTON STORXWR ATER MANAGEMTRANUAL THA. VEWIRE ME510 WI11 I/x' OP9N Gs. 11400E 2 00001010 Esti!. ON THBR 50ES ABU15110 NG THE ORB AT OTHER SEE CP E iLET sE aR BLOIXS iE5 234 5100 THOU. DE OUT NOES OF EACH 0ACR 00000 TO A0GN THE FRONT PUCE J11.0.5 an THEIR SEES ACROSS TEE 1RCNT OF THE INLET AND ABUTTING ME SPARER HA. WIRE LIM OWE THE 0is DE WRTOAL EA.. p x11110E VANE TOME TOP GF. THE BARRIER, FEET M 0 SANDBAG SEEEE MORE 0J 17fl FF D E AP AND WA NINc1Gli • HlAR0CT HORSESHOE 41100 BRM. FACED WIm COARSE AGREE TE P UsNO NPR., O FEET dl ANO ] EEEf WOE, AT LEAST 1 TEED MOM THE INLET ' TCT A HORSESHOE 51.E0 SEDIMENTATION TRAP 011 THE OUTSIDE 01 THE BERM SEED. TO SENIENTHP STANDARDS FOR PRORCTINO A WLTEAT NLLT. CATIA 5050 OBE WSPECT50 11110101110. ESPECIALLY 41111 STORM E.W. IF. THE r t.1.1121, IM E c1I_Ax RENAcm SANE FlL1005 IF Ti E OLIER m T,. THE STOLES M ULLEn Y SE DINN1CIIRNLTLT NA .TER PROACH TOULB BE USED TO 1SEAAN C AED STOVE AS ADM AND PUT MESH STONE AROUND TEE INLET BMP 0140: DUST CONTROL <- NFORMAnON TA[. FROM CH.= 7 OF. THE .STERN WABRNGTOX S O.WATIA uANADEMENT MANUAL 904 EOTCN DUST =MCC PREVENTS TWO TRANSPORT Cr DUST FROM DISmRBED SdL'" SSTMF TIZIVrtnIE V SOR NOHIIWEiAiT Ex WB 0ei5mDANTIGrESWPIDi =Al PACTS. O7,.%1Y11101.4IS, REDRAWON N SOME PAWS Or EASiEERN w auNOION • R CONTACT ME LOCAL N RWAUTYAAUMORIE1 T ST CONTROL TO IMPUDENT AT YOUR PROJECT SITE' • cONDITIONs of use: APLS (CLBO AD AK) SUBJECT lO E AND N NOVEMdr C£ s! 1101 E - TE AN OEF-SITE I PA 15 TC ROADWAYS diNNAGE riA15� di O WA1R5 ARE IM¢T. DERIUN AND INSTALLATION: rag OIWAi oTHEA OU aL I1EAAlP6 [AROMPWNCf WITH ME CCCAL�. uR POLWTIOI CWNPa AVM01tt COHSTN1E5.0MPLUNCE MTH 1X15 BMP.. , WSIETASASP EED T P IDV SIDE F0 OL DUST CONTRMUST NOT LEAVE THE W UCAITON NUM NI %JJ; Err M1 LCT2W2 PPPESSIOH.' EWLOCY 1ECIWI0E5 THAT CAH DE USED FOR CoNsTRUCTION PROJECTS WCWDE: WITATE OR MUCH ARWS DRAT YE/ NOT REDEYE .VEHICLE -TRAFFIC. 'IN AREAS VMF WIT PUNTING CTCAL APPLY CRAY¢ TN UNOC.NcpOK TWIT T GENERATION BY CLE ANO ONLY TWEE AREAs0.2101150E tt TN1E PUCE. LU THE . pm ) s E dNAU` N. IF STABLE MNNTNN ENE OR AL miWINO mom A LONG AS pW0. Iyi FT 0 GnON -'AN' YATED INPOINDMRT .auND iNE:� EFD Ri 5111115 0T a.TH , IpRMWi,IER:PROR Tl RimNO '.., DEPTH 1-2 FT AS MEASURED 111OM 110E 000 DF THE NIST s1RUCNRE SIDE 5L0ES CF 50UYATd1 NO 51100511 THAT 21 MIMUM vatin.TE DEAVATI. JS CORE TAROS • E THE BARN TO NT 1112 - TH 0YDIMEN E G[5T 21ON 0110TED AD THE L0C6T ROW APER" INSTALL PROWSIGNS 0041000.1011045149 STAN0ING WATER PROBL1.M5. • 0100 ME ARU. CF ALL 00345. 09000100010000041000 IDLE9 UNIFORMLY. •0010.0130 HOLES 0410 TIE SIDES CF 111E 00101. • PROTECT WEEP HOLES INTI SOREN VIE AND005HED AGGREGATE SEAL me HOES WHb1 REMOAINO 51111 E ANO 0103,0000 AREA IT MAY BE NECESSARY' NA -TEMPORARY DINE TO 1. DOHA SLOPE UC E T•O EE T BY•PASS FLAW BI OCH AM GRAVEL NOV - A DMRIER FORMED AR0N0. TI0 STORM 4012140001 LOCKS ANO GR 15"W THE 305000 WA9rv1 TON iOMwmLiR AGEMENT.MINuf1 SEE HEIGHT AHE NLET. RECESS THEFlR2 ROW 2' INTO THE GROUND F09 STADIUM.' SUPPORT SUBSEOU6r COURSES By ELATING Ax1 THROI. THE BLOCK OPENED DO HTV MORTAR u Y SONE BLO.S IN THE 1301.61,1 ROW .0 PUCE xAROWARE CLOTH m COMPARABLE VER RINGS DUCE GRAVEL JUST FLOW THE TO CF BWLxs N A GRAVEL DONUT. • SLOPE Or 21 FOOT NEE LEVEL 510E AREA BE J' IN DIAMETER RGER. TLET'ACPE USE GO U RAVEL 1/2' TO. A/{' AT A MNNUM THICKNE FOT HIS SMUUCTMUNGIUOESS NOT P OML ANO OmWRR9T OVER TOP OG TM1 HARDWARE CLOTH OR COMPARABLE WIRE MEM MIN 1/3' COARSE AGGREGATE 01004 1 -FOOT OR MORE, 16' WEER 11.14 1001.3: ON ALL CE V OE M-FOOOVEN T BEY10 50 1 610E OF THAT E 110411STRU TORE. A MOREIF THAN ONE STRIP OF MESH 111 NECESSARY, OVERLAP THE STRIPS PUCE COARSE AGGREGATE 016 ME 100E ME511 THE 05700 00 1TE 011LEAsr0, 5IOND1a' BEA 5114' 0447 me EN oN N i WASH SEOINENT Wt0 STOW HILE GLEARNO DARE. AIL ExOAVAIED 9115+10. EV0LY THE SUPR W HOMO UND ARU AlM STOfMPRE ANO SGB ltF AS .RroRIAIE BMP C1 51 : CONCRETE HANDLING FORMATION EIHEN FROM CN.1R 7 ORO. EASTEIT wAsHINGTON SENTIWATIOn2ANACE001r MANUAL 200 MO5ON puRPOSEI FRK CAN GENE.* IE PARTICLES A H OTHI OF REICHRCAN 011 SLURRY STANDARDS N ME P WATER: THIS BNP IS INTENDED TO MINN. AZO. SWADE OM:REIT PRRO ESS WATER AND SLURRY FROM ENTERING WATERS OF THE TATE ANY TME 000011 IS 0400, 106E LWI0AEMEM PRACTICES 510511 BE WILTED. • CRSS CONSMUMON 030000IS INCLUDE, EU! ARE NOT UE0E4 TO. THE DEE.* 0LLATI0 PBbNNS BRIDGE PONMnONS RUNWAYS HETI TROVE CHUTES. PLVSIE ALIO INTEW WS SIW1 BE WhSHEo Wt ONLT Mo il1PITn AREAS AwAmxc WsrAllAnox DF mxORETE DRASPMLr. AUsm gamma= IN THE MUCK AND PUMP SHALL BE RETURNED TO ORdNAIxG BACx PLOT fOR REC2TNG. µO T306 ATION _ w91m1 DMPP MINED MTC Fo. EEDim5�. 301001, EDAM NSF EE THAT GAN1147 DE FAD.0 150. 'SUCH AS COKE. P04000, SHALL CMI BSTREUCWImxSWTOSNWA IX Co MC¢ DIRECTLY DIVET TO NAM= 0R :. UNDIEW01MO SERVICE ALERT ONE -CUL NUMB 811 Tm.mica Paton RAL OR ARTON S. WN0 35 00 E' 000*0NS. THESE LAY BE • F aYmOWAW'VO•rTIELTAAINfileW si. VET ENTRANCE (SNP wN Ox OS}• WATER CAN BE USER FOR OUST 00010 L IOR0TION SEEMS SH000 BE AILD A5 A RRST SEP ON SITES WHERE DUST CONTROL Is A CONCERN. • SPRAY EXPOS. SOIL AREAS NMA DUST 012102002 105100100 THE • AdNOHU00CARR¢. T. LODY APPROVE OTHER OUST PALLIATIVES SUCH 'A5cNpuu ciAGE WAITEA2010 B1 A TFR ATA RAZE IBS PEA _ OF WATER ALONT THE IS NE TO THE WORMED IxFLT.TIOI of WATER INTO THE SOLI AND REDUCED EVAPORATION. IN EDITION, SALL-SOIL PANICLES ARE BONDED 011EEXEOl UTAMEriTEAHEFE FOWpDUSAPT 'ACI NAT IN EASTERN WASHINGTON. SINCE ME WHOLESALE COST m PNM IS WT SE.00 PER POUND 116 6 AN CORDELS OST-nFECTRE OUST cCNWEL. TECHNICITIES MAT CAN BE USED FOR UNPA AND LOTS IN.. DAANVOo VZ •o N 1111.X0 mONSMIR ZERO EZNI 6 OT SH U. BE WHEN NO FORMED EL A WED CONOVER. COMNT. CONCRETE 5AND ILMOVER PRODUCT .. WAIS ED OF 4110 THAT 006 NOT D06TE GROUNDWATER DR SURFACE MAINYENANDE1.LI. , H FpF N THC WEE ONLY DORM ' CONCRETE POURS 1x0 RRNRR THE SINE DAY. CONCRETE TRUCK WASHOUT STANDARDS NOT TO SCALE 05050 590090114.0050T 0010100E EMS THE 000001 00 5101111 VP MOM UNPAVED ROADS 100 mIs.55 NrAZ TTTA MYAMESU &W µ Tic E ZI ME, ADD 5IRFACE DRAWL TO. REDU00 THE 3./CEµ DUST DESS.. UNIT THE AMOUNT of EINE (100001ERS) 10 TO 30005 V ON SRLL FAB ME sixENGM CF EW ROADS GaN ENCOURAGE THE USE OF ALTERNATE. VE0 800100 IF AVAILABLE. rO ➢ UACHOE PREVNT FE EL WITHCTIHE TOP FLEW AGI6RFG MAEIEA 4CTE.1 sPmESSANIS MAT 0150 BE APPLIED AS SURFACE 1PFAmFNTS. PAVE UNPAVED PERMANENT ROADS AND ETHER TRAIFICKM AREAS USE VAWUM STREET STEVER1' - - • 1010109001511 LVED AND OTHER DIRT PROMPTLY SO IT DOES NOT DRY AND OMIT OUST-CAUSDNO YEAK•CN WINDY OAK. 001100 0300 05 05 T0ES5 E1D0,T ou409 000155 10 0404200. 040111E 5115 SURFACE PUNCPF. 0LTFPED NA ) 11415 2011100 M 1000 PROTEC500 LS APPLICABLE W14RE HEAVY CONCENTRATED PLOWS ARE EXPECTED,.. BUT NOT %WERE PONDING AROUND THE STRUCTURE MIGHT CAUSE 300000VE INCONVENIENCE 0R DAMAGE TO 0.010 19 STRUCTURES AND UNPROTECTED ACRES. 114EER FABRIC. OVER WORE MESH GRAVEL AND WIRE MESH INLET. SEDIMENT FILTER NOT TO SCALE • DATUM: NAVD-88 TBM 55 OM. SOWN PONDERJSA SEWER Nroh01 VWTHANEI£VATIDN. 200 TINAAO=I=7GO5.OY (WOOD WAS U9FD FORNEVEMCWOATI MPYIRTWB SCALE: N RIO AL 03/19/14 ND. DATE rav OLD 011.I5ALPpEPARAnON Rsnni 5105 v�ngA1_ N/A PROM w: OM REVIEWED 3 1166 •nTR6N6 REMTRW x A C E =NE CONNANDIONNE. meNcoNiatkuvAN spooncounv. Ton ,JUL 201 PLANS NOT APPROVED BY AGENCY A 6V / OP¢a cF 10 ,' P R D PAINTED HILLS -.. SWPPP BOPS DISHMAN-MICA RD. SPOKANE VALLEYJWA SHEET FC9.3 JO8NUM8E0 '._13.1166