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HomeMy WebLinkAbout2025.04.28 Council Mtg Handout from Paul KnutzenK=KNUIZEN ENGINEERING December 18, 2024 Development Review City of Pasco 525 N 31d Avenue Pasco, WA 99301 RE: 2005 W LEWIS STREET ACCESS EASEMENT REQUEST To Whom It May Concern: The property at 2005 W Lewis Street has been determined to fall within the limited access section of PMC 10.85.050 Limited Access Facilities Designated. The current parcel does not have access to any other roadway except W Lewis Street. The owner is requesting a legal access easement on W Lewis St per PMC 10.85.040 Access Easements. The access easement will meet all of the current standards and includes a deceleration lane. A sketch of the proposed access is attached. Sincerely, P411) Py - Paul Knutzen, PE, LEED AP BD+C Principal Engineer Attachments: C101 5401 Ridgeline Drive, Suite 160, Kennewick, Washington 99338 1 509.222.0959 PHONE Z= o m m 10£66 YM 'OOSVd '1S SIM31 M SOOZ AVM 9AI80 SIM3l M 4002 \ ' y^ V _ OAll3N ONVIdAiiiiin(INV r2er JNIGV'69 `SUIS •�, w z S iTt �, j o�" �� � yp w 3 4y40 . 6 EN 8��€ +� S opt �ne APm� 12 �� 4 g . � E S o4 �a� gCg i R 'O�g�" Z F? �G, o s2 Is 2 95 � N aILI WQiC� a 0O O - @@ g K v 3 kad . —z _3s o.6cax • EN _ _ __ _ _ _ _ _ _ _ o / B 3 3� LU Z� z &SxaAPR G RI WCC y o 44 o 18M MW x a All AR os 11 1 i4 7 ?.i at F n 1,, • : /h / O a K o I v I m < w✓ w9t It KOZ'61,gi-bq lO�l6lfAygllw.wp xrslML66i-IBI�Z\>ZOt, D C B 1 I 2 1 3 1 4 I 5 1 6 1 7 GENERAL NOTES LEGEND AND ABBREVIATIONS GENERAL NOTES ASPHALT PAVEMENT H. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. E %I IN ACCESSIBLE PARKING MARKER 1. AL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE INTERNATIONAL BUILDING 1. PRIOR TO BEGINNING WORK, CONTACT THE OWNER/CITY OR COUNTY OFFICIAL TO COORDINATE TRAI"FlC FLOW, WORK s AD, (E)AD AIR VAC RELIEF CODE (IBC} THE CURRENT EDITION OF WSDOT STANDARD SPECIFICATION FOR ROAD BRIDGE AND MUNICIPAL CONSTRUCTION M41-10 THE CITY STANDARDS AND SPECIFICATIONS, EASTERN WASHINGTON $TORMWATER SCHEDULES AND UTILITY INTERFACES. I. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT THEN ®AD 0 ®(E)VI AREA DRAIN MANUAL, AND LOCAL RALES AND STANDARDS OF GOVERNING AGENCIES HAVING JURISDICTION. ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY T---. IBQ BIKE 2. PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATIONS M41-10, SECTION 8-22. CONTRACTOR SHALL USE WSDOT APPROVED MATERIALS PREPARE THE THE PAINT INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. ,M----' i E �A S BLOW OFF ASSEMBLY 2. PRIOR TO DIGGING VERIFY LOCATION AND DEPTH OF UTILITIES AND ANY OTHER UNDERGROUND INTERFERENCE. SURFACES APPLY AND BE WITHIN THE TOLERANCES AS SPECIFIED IN THE WSDOT STANDARD SPECIFICATIONS. DO NOT USE BEADED TOP C(7ATING.10 lE� _ CALL TWO BUSINESS DAYS BEFORE YOU DIG AT 811. J. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD, WHICH END UP ON THE ROADWAY, SHALL E E CAP/STDB 3. STATEMENT OF ERRORS, AMBIGUITIES AND OMISSIONS: ANY ERRORS, AMBIGUITIES, AND OMISSION IN DRAWINGS 3- ASPHALTWITH STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND S HA T PLACEMENT M41-10, BI SECTION ACCORDANCE BE REMOVED IMMEDIATELY. 0 MC6 A BI(E)CB CEAATCH BBASIN ASIN SOUND/SQUARE KNU•- AND/OR SPECIFICATIONS SHALL BE REPORTED TO KNUTZEN ENGINEERING FOR CORRECTION BEFORE ANY PARTK. OF E WORK IS����STARTED. UNLESS EXPRESSLY STIPULATED NO ADDITIONAL ALLOWANCE/WILL BE MADE IN THE UNTIL PROJECT COMPLETION AND SITE STABILIZATION ALL CONSTRUCTION ACCESSES INTENDED AS PERMANENT ACCESS FOR MAINTENANCE SHALL BE PERMANENTLY STABIUZEO. (��`ma® `s CATCH BASIN TYPE 2 SHONU DC HAVE BEEN DISCOVERED DLRINGVONE PREPARVIRATION OF OFRBID ESTI ATE AND DIRDEp�EDOOISTNE OMISSIONS 4. ASPHALT BINDER MATERIAL SHALL CONFORM TO THE LATEST WSDOT STANDARD SPECIFICATION M41-10, SECTION 9-02.1(4 EXCLUDING THE ELASTIC RECOVERY REQUIREMENTS. AGGREGATE SHALL BE CLASS f//2 WITH OVER 50x 3//8• AGGREGA7 AND SHALL CONFORM TO THE LATEST WSDOT STANDARD SPECIFICATION M41-10 SECTWNS 9-03.8. BLENbING 3. CONTRACTOR SHALL INSTALL AND MAINTAIN TEMPORARY SILT FENCING TO PREVENT ANY WATER RUNOFF CD (E)� ®p$ CONTNUOUSCLEAN 7DEFlECTIVE SEPARATION UNIT ENGINEERING OF KNUTZEN ENGINEERING IN A TIMELY MANNER. KNUTZEN ENGINEERING ACCEPTS NO RE PONSIBILQY FOR WORK DONE BY THE CONTRACTOR OR SUBCONTRACTORS CONTRARY E TH PLANS OR S ECICONTRACT SAND SHALL CONFORM TO THE LATEST WSDOT STANDARD SPECIFICATION 9-03.8. FROM ANY DISTURBED AREAS. AT A MINIMUM SILT FENCE WILL BE ALONG THE DOWN SLOPE PROPERTY LINES. THE SILT FENCES SHALL BE CONSTRUCTED IN THE AREAS N CLEARING, GRADING OR DRAINAGE (DS ❑plop O�fJDLW DOWN SPOUT DOUBLE CHECK VALVE ASSEMBLY 5401 RIDGELINE DR. E SUBSTITUTION OR CHANGES WILL NOT BE ACCEPTED UNLESS APPROVED IN WRITING. THE SUBCONTRACTOR 5. ALL ASPHALT AND BASE THICKNESSES NOTED ARE COMPACTED THICKNESS. PRIOR TO STARTING THOSE ACTIVITIES. THE SILT FENCE SHALL PREVENT SOIL CARRIED DY' RUNOFF WATER SUITE 160 CATIONS AND AL SHEETS OF THE PLANS FOR ANY INFORMATION OR SHALL REVIEW ALL SECTIONS OF SPECIFIC DETAILS PERTAINING TO THEIR SPECIFIC TRADE. FROM GOING BENEATH THROUGH, OR OVER THE TOP OF THE SILT FENCE, BUT SHALL ALLOW THE WATER TO PASS THROUGH KFE FENCE.c *OW �(E)DW DRY WELL KENNEWICK, WA 99338 4. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF SITE CONDITIONS INSTALLATION STANDARDS AND 6. ONE DAY PRIOR TO PLACEMENT OF BITUMINOUS MATERIAL ON THE BASE, THE SURFACE SHALL BE STERWZED WITH A SOIL HERBICIDE. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR DEVELOPING AND MAINTAINING A DUST CONTROL PUN. DUST EM D(E)EM wEl ELECTRICAL METER ELECTRICAL VAULT 1-509-222-0959 CONSTRUCTION CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO SHOP FABRICATION 7. PAVEMENT SUBGRADES SHALL CONSIST OF NATIVE SILT WITH SAND OR STRUCTURAL FILL. THE UPPER 12 INCHES OF CONTROL SHALL BE IN ACCORDANCE WITH ALL LOCAL ORDINANCES. ALL DUST CONTROL MEASURES SHALL R. a NCp ELECTRICAL VEHICLE VAULT wwW.knU(ZeneO ineerin CO1n 9 9' AND//OR FIELD ERECTION. DISCREPANCIES BETWEEN SITE CONDI IONS AND THE CONSTRUCTION DRAWINGS SHALL BE GREENED TO THE ATTENTION OF THE ENGINEER. WORK DONE WITHOUT THE ENGINEERS APPROVAL IS TE RADES SHALL BE THE MTS FIED MAXIMUM THE GRAVEL RO IA UMINIMUM50F BSX BE DONE WITH A PERSON OPERATED WATERING DEVICE WATER TRUCK, WATER WAGON, ETC.) NO UNATTENDED WATERING ALLOWED. NO IRRIGATION LINES W.G.OR OTHER IRRIGATION/SPRINKLER TYPE WATERING AGM = E)CG U GAS METER RESPONSIBIUTY OF THE CONTRACTOR. LOCATIONS OF EXISTING UTILITIES SHOWN ON THESE DRAWINGS ARE CRUSHVEMENT ED BASE SHALLBECo11PACTED OFMODIFIEDCPROCTORMAIfIMUYM DRY DEVICES ALLOWED. 000 000-- GREASE INTERCEPTOR APPROXIMATE ONLY. CONTRACTOR IS FULLY RESPONSIBLE FOR ANY AND ALL DAMAGE WHICH MIGHT OCCUR TO EXISTING UTILITIES. DENSITY. CONCRETE 5. CONTRACTOR SHALL PROTECT EXISTING S70RMWATER INLETS WITH INLET PROTECTION. F UY t- EffGUY [ FDC CC E)FOC GUY WIRE FIRE DEPARTMENT CONNECTION °1 5. CONTRACTORMETHOD NCE ITOTTTR�CI UBLIC ANDTPRIVATTE WAYS FF -SITE WORK THAT WILL ALLOW MINIMAL 6 INSPECT ANDMAINTAIN EROSION CONTROL MEASURES DURING CONSTRUCTION �- FH (� Fl FP (E)FP FIRE HYDRANT FUG POLE FLOWS ON 1 CONCRETE FOR WALKS, CURBS AND GUTTERS SHALL ADHERE TO THE FOLLOWING. UNTILPtRMANERHT VEGETATION HAS BEEEN ESTABLISHED.NTATIN m 91V ® E)N IRRIGATION VALVE 6. ALL SPECIAL INSPECTION AND TESTING SHALL BE PERFORMED BY AN INDEPENDENT INSPECTION AND TESTING A. PREPARE DESIGN MIXTURES, PROPORTIONED ACCORDING TO ACI 301, WITH THE FOLLOWING PROPERTIES: 7. REMOVE EROSION AND SEDIMENTATION CONTROLS ONCE THEY ARE NO LONGER NEEDED AND RESTORE AND ♦ LP E)LP UGNT POLE AGENCY HIRED BY THE OWNER. CONTRACTOR 70 COORDINATE WITH INSPECTION AND TESTING AGENCY FOR REWIRED CONSTRUCTION INSPECTIONS AND MATERIAL TESTING. I. COMPRESSIVE STRENGTH (28 DAYS); STABILIZE AREAS DISTURBED DURING REMOVAL. SD 5� NH $D SS QMH MANHOLE 7. CONTRACTOR SHALL PROTECT EXISTING PROPERTY CORNERS, IF CORNERS ARE DISTURBED THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING A PROFESSIONAL LMLO SURVEYOR TO RE-ESTABLISH THE PROPERTY V1 A. 4,000 PSI FOR SI NG AND CURBS. B. 3,500 PSI FOR SIDEWALKS AND FLATWORK STORMWATER SYSTEM OPERATION AND MAINTENANCE 7. CATCH BASINS W ® IV MAIL BOX PAVEMENT ARROWS k CORNER(S). ;- N E)pN POST INDICATOR VALVE B. MINIMUM CEMENT CONTENT SHALL BE 517 POUNDS PER CUBIC YARD OF CONCRETE. A REMOVE SEDIMENT, TRASH AND DEBRIS WHEN GRATE BECOMES CLOGGED MORE THAN 10%. t pp d' E P Lp POWER POLE 8. CONTRACTOR SHALL REPAIR OR REPLACE ANY DAMAGED CURBING OR SIDEWALK WITH IN THE RIGHT OF WAY PER CITY SPECIFICATIONS. I. MAXIMUM WATER-CEMENTITIOUS MATERIALS RATIO AT POINT OF PLACEMENT: 0.52. B. REMOVE SEDIMENT, TRASH AND DEBRIS IN SUMP THAT EXCEEDS 60% OF SUMP DEPTH AS MEASURED 01681 11(E D REDUCE PRESSURE BACKFLOW ASSEMBLY REDUCER FROM BOTTOM OF BASIN TO INVERT OF LOWEST PIPE, BUT IN NO CASE SHALL THE CLEARANCE FROM SLOPE OIRECTGN/PIPE SLOPE 9. AL ACCESSIBLE ACCESS PATHS, RAMPS, PARKING, AND SIGNAGE SHALL BE TO CURRENT ACCESSIBLE CODES. 11. SLUMP LIMIT: 5 INCHES PLUS OR MINUS 1 INCH. TOP OF DEBRIS TO INVERT OF LOWEST PIPE BE LESS THAN 6•. NO VEGETATION SHALL BE ALLOWED OF QSB Q(E)SB i STORM BUBBLER 10. CONTRACTOR TO CONTRACT WITH A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF WASHINGTON III. AIR CONTENT: 5 1/2 PERCENT PLUS OR MINUS 1.5 PERCENT. TO IN SUMP. AT A MINIMUM, REMOVE SEDIMENT, TRASH AND DEBRIS IN SUMP ANNUALLY. SIGN D(E)SIGN STREET SIGN TO PROVIDE CONSTRUCTION STAKING SERVICES. IN ACCORDANCE WITH CITY REQUIREMENTS CONTRACTED SURVEYOR SHALL PROVIDE SURVEYED ASSUILTS AS WELL AS LEGAL DESCRIPTIONS REQUIRED TO RECORD NEW C. STRUCTURAL DAMAGE TO FRAME, GRATE, TOP SLAB, OR SUMP, SHALL BE REPAIRED OR REPLACED. STRUCTURAL DAMAGE INCLUDES CRACKS GREATER THAN 1 4 OR HOLES GREATER THAN 2- IN TOP / SL 0-;=L FE)SL TP (E)T STREET LIGHT TELEPHONE PEDESTAL EASEMENTS OR VACATED OLD EASEMENTS (WHERE APPUCABLE) UPON COMPLETION OF PROJECT, 4 WEEKS PRIOR TO GOAL FOR OBTAINING CERTIFICATE OF OCCUPANCY. C. CHEMICAL ADMIXTURES: USE ADMIXTURES ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS SLAB, FRAME NOT SITTING FLUSH ON TOP SLAB (MORE THAN 3/4 SEPARATION) OR NOT SECURELY • . 1PYt ❑ ❑(EW= THRUST BLOCK TRANSFORMER o - 2. REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60, DEFORMED. FABRICATE REINFORCEMENT PER ACI 318, 'B' ATTACHED, CRACKS GREATER THAN 1/4' IN SUMP WALLS, SOIL ENTERING SUMP, CRACKS AT GROUT FILLET AROUND PIPES IN EXCESS Q__1/2-, SETTLEMENT OF ENTIRE BASIN SUCH THAT IT CREATES A Q O ' TREE/SHRUB 11. COSTS FOR GENERAL CONSTRUCTION ITEMS WHICH ARE NOT SHOWN ON THESE DRAWINGS BUT ARE NECESSARY AND NORMAL FOR COMPLETION OF THIS PROJECT, SHALL BE CONSIDERED INCIDENTAL AND INCLUDED IN THE CLASS SPLICES UNLESS NOTED OTHERWISE. SAFETY, FUNCTON OR DESIGN PROBLEM ,>', ®E ®R UTILITY BOX CONTRACTORS BID FOR THIS PROJECT. 3. WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185. D. REPLACE ANY MISSING GRATE OR REPAIR IF GRATE IS DIFFICULT TO REMOVE. REPLACE GRATE IF u r ° °� o- X PAVEMENT MARKING WATER VALVE EARTHWORK 4. TOOL ALL EXPOSED EDGES WITH A 3/8' RADIUS UNLESS OTHERWISE INDICATED. OPENINGS GREATER THAN 7/8- OR GRATE HAS MISSING OR BROKEN BARS. / WV (D)Wo 0 WM/IM EN (F)W9/1M WATER/IRRIGATION METER 1. ALL STRUCTURAL FILL OR BACKFILL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY IN ACCORDANCE WITH 5, ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 301 AND ACI 305 OR 306 FOR HOT AND COLD WEATHER STORMWATER PREVENTION POLLUTION PLAN - . WP 0MON WHEEL STOP WORK/MONUMENT POINT ASTM D1557, ASTRUCTURAL FILL AND BACKFILL SHALL BE PLACED IN MAXIMUM 8' UFTS. MOISTURE L CONCRETING. 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING AND IMPLEMENTING A STORMWATER POLLUTION o- YH YH TEM' ASPWLT YARD HYDRANT /////� D19NG ASPIRT LAN (SWPPP) IN ACCORDANCE WITH STORAIWATER MANAGEMENT MANUAL FOR EASTERN CONDITIONED TO WITHIN 2% OF OPTIMUM MOISTURE CONTENT.6. TOLERANCES FOR CONCRETE CONSTRUCTION SHALL BE BASED ON A 10'-0 STRAIGHT EDGE. GRADE SHALL NOT DEVIATE PREVENTION (SWM EW WASHINGTON - IFN HEAVY AWW1T 03CONCRETE 2. REMOVE ALL DEBRIS FROM THE AREA TO BE BACKFILLED PRIOR TO BACKFlWNC. MORE THAN 1 8- AND AUGNMENT SHALL NOT VARY MORE THAN 1 4'. . WYE wo HOWMREIE T. RMOT2�M 7, PROVIDE SEALED EXPANSION JOINTS BETWEEN BUILDING FOUNDATION WALL AND AADJACENT SIDEWALK. L 2. WHENEVER INSPECTION AND OR MONITORING REVEALS THAT THE BMP'S IDENTIFIED IN THE CONSTRUCTION SWPPP ARE INADEQUATE DUE TO THE ACTUAL JEW ``-�.. DEW 6W LAMX f"i"-'"' Q�JYa 3. SATISFACTORY NATIVE SOILS SHALL BE FREE OF ROCK OR GRAVELS LARGER THAN 3' IN ANY DIMENSION, DISCHARGE OF OR POTENTIAL TO DISCHARGE A SIGNIFICANT AMOUNT OF ANY POLLII'(ANT, THE SWPPP SHALL BE MODIFIED, AS APPROPRIATE AND IN A TIMELY MANNER. - - WO GRAML RyTNG L ND511pE ' DEBRIS, WASTE OR FROZEN MATERIAL, NATIVE VEGETATION, OR OTHER DELETERIOUS MATTER. B. ALL CONCRETE TRUCKS TO RETURN TO CONCRETE PLANT TO WASHOUT DURING CONSTRUCTION. NO WASHOUT ALLOWED ON PROJECT LIMITS. I' MEN LAWN l E%6DNG WDEYFILPED 3. UPON PROJECTS COMPLETION THE CONTRACTOR SHALL FILE NOTICE OF TERMINATON FOR THE STORMWATER WN LYcs7A '--- PDm LAV85TAPE 4. PLACE LOAD BEARING BACKFILL IN LAYERS NOT MORE THAN 8- THICK, LOOSE MEASUREMENT. SPREAD AND SPECIAL INSPECTION PERMIT WITH ECOLOGY. WMM FEAR PLAY AOKI %//_////, PDJM AMALT COMPACT EACH LAYER UNIFORMLY TO THE REQUIRED DENSITY. 0 IFN MINE RDM 00NC161T 1. PER IBC 1705.6, PRIOR TO PLACEMENT OF PREPARED FILL, THE SPECIAL INSPECTOR SHALL DETERMINE THAT THE SITE HAS BEEN PREPARED IN ACCORDANCE WITH THE APPROVED SOILS REPORT. NEW TRUIfRED DOMES ROW.E MAL 44313 r oFe 5. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPLACE IN KIND ANY UTILITIES AND OR IRRIGATION PIPING DISTURBED AND OR DAMAGED DURING THE WORK. TEN Pop RW - KUM LAWN p �e4' 2. PER IBC 1705.6 WHERE FILL EXCEEDS 12' IN DEPTH, THE SPECIAL INSPECTOR SHALL HAVE CONTINUOUS INSPECTION ` SITE NwE '%:'%'J,i �- _ MM NEGMAl)PED NC . NATURAL GAS l", END 6. AL AREAS TO RECEIVE STRUCTURAL IMPROVEMENTS, PARKING IMPROVEMENTS AND ROADWAY IMPROVEMENTS OF FILL PLACEMENT AND COMPACTION. FRE ABACK PATH T 1/15/24 SHALL BE STRIPPED OF ALL VEGETATION, ORGANIC MATERNL, DEMOLITION DEriRIS THE SOIL SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND COMPACTED TO 92% MDD IN ACCORDANCE WITH ASTM D1557. T OFSOILSINE p 6 318 AS 3. 2937, ASTM APPLICABLE. PPERFORMEDRAT THE FOLLOWING SLOCATIOT S ANO FOEQUENCIIES: DFpDONEO pBBBppWNTMMOf WpI� ElEVATNNI NTS NOT TOtJTCSECCALE S.C. ON RHEADRPOWER R7. ALL EXPOSED CUT SLOPES SHALL BE STABILIZED WITH HYDROMULCH TO PREVENT EROSION. A FOUNDATION PAVING, AND ADJACENT: AT SUBGRADE AND AT WH COMPACTED FILL AND BACKFILL LIFER, AT LEAST 1 TEST FOR EVERY 5,0(10 S0. FT. OR LESS OF PAVED AREA OR BUILDING $LAB, BUT IN C MU (CATIONSO. pC ly,�PDP CONC ""` PERFORATED DRAN PIPE 8. STORM PONDS/SWALES SIDEWALLS SHALL BE COMPACTED TO 85% MOD PER ASTM D1557. THE POND BOTTOM NO CASE FEWER THAN I TEST PER DAY. (E) EXISTING PE POLYETHYLNE PL PROPERTY LINE Z SHALL BE SCARIFIED TO A DEPTH OF 18 INCHES WITH A RIPPER UPON COMPLETION OF THE PONDS/SWALES PUSH OUT. B. TRENCH BACKFILL: AT EACH COMPACTED INITIAL AND FINAL BACKFILL DYER AT LEAST 10 W CH WAY (BER OPTICS UNE PS PRESS RE 'EWER WMT PAVEMENT W TEST FOR EACH 150 FEET OR LESS OF TRENCH LENGTH, BUT NO LESS THAN 1 TEST PER DAY. FF FINISH FLOOR FC FINISH GRADE ROW RIGHT-OF-WAY R r ^ 0 SITE UTILITIES 4. COMPACTION TESTING IS REQUIRED AT THE ABOVE SCHEDULE UNLESS GREATER TESTING IS RECOMMENDED BY STRUCTURAL DRAWINGS. LESS TESTING WOULD BE ACCEPTABLE IF APPROVED IN WRITING BY GEOTECHNICAL ENGINEER, FR FIRE RISER FIRE WATER �D . ER Rby(SL p Fpp TAd2Y ER O W � I. PERRE-CO PRE-CONSTRUCTION F'BE HEST OFWITH ANY CONFERENFECTED UTILSHALL UT HE CONTRACTOR, ENGINEER, ARCHITECT, CITY WORK.RVL SPECIAL INS PECTOR, FOUNDATION ENGINEER, AND KNUTZEN ENGINEERING. G GGL GUTTER UNE V XXX.XX SPOT ELEVATION J TT EROSION CONTROL GGRAVEL SO STORM DRAIN 'fl TO TAJ�pfBA Q 2 MAINHORTAIN MINIMUM HORIZONTAL F WATER LINENES. FROM BURIED POWER LINES. MAINTAIN 1' FROM 1 PROVIDE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES TO PREVENT SOIL EROSION AND DISCHARGE OF H. HEAVY IR IRRIGATONWATION ��gpLLL�y��VgqNTI T p0 N E LkVAIIONN 3 OF OF GAS ES BURIED SOIL -BEARING WATER RUNOFF OR AIRBORNE DUST TO ADJACENT PROPERTIES, WALKWAYS, AND DESIGNATED STORMWATER SWALES ACCORDING TO REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. LS LANDSCAPE TOP OF GRAVEL LEVATION TW TOP OF WALL EL ALIGN Z 3. STORM DRAINAGE PIPE SHALL BE WC OR CORRUGATED POLYETHYLENE (PE). WC PIPE SHALL BE M N L1RWNT µF yJgTER TYR TYPICAL > O MANUFACTURED TO ASTM D3034 -SDR 35 WITH RUBBER GASKE-TED JOINTS. PE PIPE SHALL BE MANUFACTURED 2. ESTABLISH CONSTRUCTION ACCESS. ---•-- SAWCUT LINE O TO AASHTO M252 OR M294 WITH SMOOTH INTERIOR. A CONSTRUCTION VEHICLE ACCESS AND EXIT SHALL BE LIMITED TO ONLY NECESSARY LOCATIONS. ACCESS POINTS SHALL - - - - - - - NEEww FEJASSEMENT LINE J !n 4. ALL BEDDING AND BACKFILL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY IN ACCORDANCEWITH ASTM BE STABILIZED WITH QUARRY SPALL OR CRUSHED ROCK TO MINIMIZE THE TRACKING OF SEDIMENT ONTO PUBLIC - - --------100---- PROPERLY UNE EXISTING CONTOUR J o Q co D1557. REMOVE ALL DEBRIS FROM THE AREA TO BE BACKFILLED PRIOR TO BACKFILLING. PLACE BACKFILL IN NOT MORE THAN INCHES THICK, MEASUREMENT. ROADS, MINIMUM 100 FEET LONG. DRAWING INDEX 100- -------- NEW CONTOUR EXISTING FENCE W Y N D - LAYERS 12 LOOSE SPREAD AND COMPACT EACH LAYER UNIFORMLY TO THE REQUIRED DENSITY. B. WHEEL WASH OR TIRE BATHS SHOULD BE LOCATED ON-SITE, IF NEEDED TO PREVENT EXCESSIVE TRACKING OF SEDIMENT ON ROADS. C001 GENERAL NOTES AND LEGEND-'-'-'-' '- -• •-•--• - NEW FENCE REMOVE FENCE H Ln 5. PERFORATED STORM DRAINAGE PIPE SHALL BE CORRUGATED POLYETHYLENE (PE) TUBING AND FITTINGS WITH C. PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM 0003 SURVEY REMOVE SURFACE FEATURE-------_-_-_ REMOVE UNDERGROUND UTILITY qj O 7 w fn SMOOTH INTERIOR MANUFACTURED TO ASHTO M-252 AND M-294. ROADS BY SHOVELING OR PICKUP SWEEPING AND SHALL BE TRANSPORTED TO A CONTROLLED SEDIMENT DISPOSAL 0011 DEMOLITION AND EROSION CONTROL PLAN --- - - - - -__ - _-- ABANDONED UNDERGROUND UTILTY J AREA. STREET WASHING EL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. C101 SITE, GRADING AND UTILITY PLAN --- -- -- --- EXISTING UNDERGROUND UTILITY NEW UNNDERGRROOUSD UTILITY Z W D. STREET WASHWASTEWATER SHALL BE CONTROLLED BY PUMPING BACK ON-SITE, OR OTHERWISE BE PREVENTED FROM RAL ROAD DISCHARGING INTO SYSTEMS TRIBUTARY TO STATE SURFACE WATERS. .... . J E. SEPARATION GE TE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP I NTO THE ROCK PAD.AD. THE GEOTEXTILE SHALL MEET THE FOLLOWING STANDARDS: o C) N I. TENSILE REFERENCE SOURCES o GRAB STRENGTH (ASTM D4632) 2DO PSI/MINUTE. II. GRAB TENSILE ELONGATION (ASTM D4632) 30% MAXIMUM. 1. EASTERN WASHINGTON STORMWATER MANUAL CAN BE FOUND AT: W N III. MULLEN BURST STRENGTH (ASTM D3786 -80A) 400 PSI/MINUTE. (https://fmt,ess.wa.gov/ecy/publicotions/documents/1810044.pdf). Z 2. FOR MUTCD STANDARD MANUAL CAN BE FOUND AT: N. AOS (ASTM 04751) 20 TO 45 (US STANDARD SIEVE SIZE). (https;//mutcd.fhwo.dot.go,/pdfs/2009rlr2/mutcd2OO9rlr2adition.pdf). W F. CONSIDER EARLY INSTALLATION OF THE FIRST LIFT OF ASPHALT IN AREAS THAT WILL E PAVED- THIS CAN BE USED AS A STABIUZED ENTRANCE. ALSO CONSIDER THE INSTALLATION OF EXCESS CONCRETE AS A SfABIUZED ENTRANCE.(haps://www.paaco-wa.gov/409/City-Standards-Spscifcotions). 3. THE CITY OF PASCO STANDARD SPECIFICATIONS AND DRAWINGS CAN BE FOUND AT: DURING LARGE CONCRETE POURS, EXCESS CONCRETE IS OFTEN AVAILABLE FOR THIS PURPOSE. C. WHENEVER POSSIBLE THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 4. THE CITY OF PASCO MUNICIPAL CODE CAN BE FOUND AT: (https://posco.mu,icipal.codes/). APPROVAL VICINITY MAP DESIGN I JAW 11/15/24 NORTH CHECKED 14JB 11/15/24 W IRVIN ST x W YAKIMA ST APPROVED PTI( 11/15/24 SCALE: AS NOTED OUTSIDE UTILITY ACKNOWLEDGEMENT( E: zalQlcol W s NE sr IM w AM CERTIFYING THAT I HAVE CONTACTED ALL OF THE JOB No. R W L HOPKIN ST y7 W HO T IMPACTED OUTSIDE UTILITY PROVIDERS ASSOCIATED WRH THIS PROJECT. FURTHERMORE, WILL WORK WITH THOSE UTILITIES 24101 0 FS' <W TO ENSURE THAT THEIR INFRASTRUCTURE WILL BE ADDRESSED OwO. No. W BONNEVILLE PRIOR TO THE START OF CONSTRUCTION WITHOUT CHANCE TO CITY APPROVED PLANS. EAPO A PORTION OF THE SE 1/4 OF o UNDERGROUND INJECTION CONTROL Cool SITE NUMBER: 39306 SECTION 25, T9N, R29E, W.M. 1 2 1 3 4 1 5 1 6 1 7 D C B A 1 2 I 3 4 5 6 A PORTION OF THE SE 1/4 OF SECTION 25, T9N, R29E, W.M. uM AI 1+ 1. , . S SrReF7' DESCRIPTION PARCEL 1 OF THE RECORD OF SURVEY RECORDED IN VOLUME 2 OF SURVEYS AT PAGE 457, RECORDS OF FRANKLIN COUNTY, WASHINGTON. Ap PARCEL 2 OF THE RECORD OF SURVEY RECORDED IN VOLUME 2 OF SURVEYS AT ..w q FOUND CASED TOOV/ I! l 7IG BRA55 CAP Z5 30 PoY=555.7] ® COP PINT X71 IE -35117 '0� SJC�N 5U1�t/�Y PoY•355 W HOPKINS ST ,� oRlao a E•362.9,s xaR o xm1 o xa. x,NN X.L. WJE -3512' M SE 1/4 OF SEC. 25, FOUND CASED T.09N., R.29E., W.M., QI. BRASS CAP CITY OF PASCO, 589'22'27'W 319.17 FOUND RR $ 50.01' / SPIKE LK) -3%13 FRANKLIN COUNTY, Rw,551 easiieNW WASHINGTON 1E 2 SYLVEE HE �xJxl xAa X_ s` GAS PIPE SIGN PAGE 457, RECORDS OF FRANKLIN COUNTY, WASHINGTON. TOGETHER OF AND SUBJECT TO EASEMENTS, RESERVATIONS. COVENANTS AND RESTRICTIONS. OF RECORD AND IN NEW, HORIZONTAL CONTROL INDEX O X_ X_ X_ X_ 83(2011). PER THE CITY OF PASCO MONUMENT SURVEY, GPS TIES WERE MADE TO 52, 53 AND 71 CONTROL POINTS FOUND Yl'• .T 140.80 (� AND PROJECTED TO GROUND AT PONT 52, REBAR . FOR MORE INFORMATION SEE x.M M IF,: //data-cityo(pasco.opendata.arcgis.com/ NOTES )_ THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR 1 INFORMATION AVAILABLE, THIS SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. LOCATIONS OF SAID I o I, ADDITIONAL x.0, _ --- L THE CONTOURS SHOWN WERE DERIVED FROM DIRECT FIELD OBSERVATIONS. ACCURACY OF SHOWN CONTOURS MEET OR TOPOGRAPHY EXCEED THE US NATIONAL MAP ACCURACY STANDARDS, OF ONE-HALF THE CONTOUR INTERVAL. CAN X.,8 05/06/2024 REGARDING EASEMENTS, RIGHTS-OF-WAY AND TITLE OF RECORD SEE II TLE SEARCH REPORT PREPARED BY CASCADE TITLE \ \ COMPANY. ORDER NUMBER CBF16838, DATED 02/21/23, OF WHICH WAS RELIED UPON TO PLOT SAID ITEMS x.0 I X., --- GRAPHICAL REFERENCE. PARCEL 2 xffi IM FOUND 5/8•_ -- 37,490 5E F ;j• THE PURPOSE OF THIS TOPOGRAPHIC SURVEY IS FOR THE USE AND AID IN THE DESIGN OF A CML SITE PUN., REBAR 0.86 ACRE a O x� s ti� xux P x,m. x.no @e \m uM AI 1+ 1. , . S SrReF7' DESCRIPTION PARCEL 1 OF THE RECORD OF SURVEY RECORDED IN VOLUME 2 OF SURVEYS AT PAGE 457, RECORDS OF FRANKLIN COUNTY, WASHINGTON. Ap PARCEL 2 OF THE RECORD OF SURVEY RECORDED IN VOLUME 2 OF SURVEYS AT ..w q FOUND CASED TOOV/ I! l 7IG BRA55 CAP Z5 30 PoY=555.7] ® COP PINT X71 IE -35117 '0� SJC�N 5U1�t/�Y PoY•355 W HOPKINS ST ,� oRlao a E•362.9,s xaR o xm1 o xa. x,NN X.L. WJE -3512' M SE 1/4 OF SEC. 25, FOUND CASED T.09N., R.29E., W.M., QI. BRASS CAP CITY OF PASCO, 589'22'27'W 319.17 FOUND RR $ 50.01' / SPIKE LK) -3%13 FRANKLIN COUNTY, Rw,551 easiieNW WASHINGTON 1E 2 SYLVEE HE �xJxl xAa X_ s` GAS PIPE SIGN PAGE 457, RECORDS OF FRANKLIN COUNTY, WASHINGTON. TOGETHER OF AND SUBJECT TO EASEMENTS, RESERVATIONS. COVENANTS AND RESTRICTIONS. OF RECORD AND IN NEW, HORIZONTAL CONTROL INDEX WASHINGTON STATE SOUTH ZONE, US SURVEY FEET, NAD 83(2011). PER THE CITY OF PASCO MONUMENT SURVEY, GPS TIES WERE MADE TO 52, 53 AND 71 CONTROL POINTS AND PROJECTED TO GROUND AT PONT 52, GROUND DISTANCES ARE SHOWN HEREON, 25 O9N 29E FOR MORE INFORMATION SEE M IF,: //data-cityo(pasco.opendata.arcgis.com/ NOTES )_ THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM THE INFORMATION AVAILABLE, THIS SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. LOCATIONS OF SAID UTILITIES WERE DERIVED FROM FIELD ASBUILT OBSERVATIONS. L THE CONTOURS SHOWN WERE DERIVED FROM DIRECT FIELD OBSERVATIONS. ACCURACY OF SHOWN CONTOURS MEET OR EXCEED THE US NATIONAL MAP ACCURACY STANDARDS, OF ONE-HALF THE CONTOUR INTERVAL. CAN 3, THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY STRATTON SURJEI'ING AND MAPPING PC. FOR ALL INFORMATION REGARDING EASEMENTS, RIGHTS-OF-WAY AND TITLE OF RECORD SEE II TLE SEARCH REPORT PREPARED BY CASCADE TITLE ' COMPANY. ORDER NUMBER CBF16838, DATED 02/21/23, OF WHICH WAS RELIED UPON TO PLOT SAID ITEMS 4 THIS IS A TOPOGRAPHIC MAP. THIS IS NOT A BOUNDARY SURVEY AND IS ONLY INTENDED TO DEPICT THOSE TOPOGRAPHIC FEATURES OR IMPROVEMENTS SHOWN HEREON. THE PROPERTY LINES SHOWN ARE RECORD LINES AND ARE ONLY SHOWN FOR GRAPHICAL REFERENCE. 'IL Ut+u ;j• THE PURPOSE OF THIS TOPOGRAPHIC SURVEY IS FOR THE USE AND AID IN THE DESIGN OF A CML SITE PUN., 6_ FIELD WORK COMPLETED 02/28/23, ADDITIONAL TOPOGRAPHY 06/06/24 �A� SURVEY SCALE. NOT TO SCALE R■I' ■ .+° IT r� e a e Q A VICINITY SKETCH i� T r 4 B NOT TO SCALE CN LEGEND '1 + - FOUND AS INDICATED ""o- NOT FOUND OR SET PARCEL 1 B - FOUND MONUMENT AS WOCATED 47,291 ff ' I - CONCRETE CURB AND GUTTER 1.09 ACRES CONCRETE CURB 5O' CC - OUR CUT u® - GAS METER IRRIGATION CONTROL VALVE LIGHT POLE, STREET O - POWER METER POWER JBOX POWER POLE W/ GUY WIRE Y 4•` i 8 1CuCn POWER TRAFFIC SIGNAL POLE - SANITARY SEWER MANHOLE LD=155]1 roo . SANITARY SEWER CLEAN-OUT FL=319.6] - SGN 111.1 x = SPOT ELEVATION GROUND SP 7 ELEVATION CUTTER LINE xx'x FF•3562 ` �[ /11.11X SPOT ELEVATION 70PP OF ASPHALT ;; ' Hme1 ® M STORM CATCH BASIN ` J m O . STORM CATCH BASN/DRYWELL ® -STORM MANHOLE Tt Ro= - TELEPHONE PEDESTAL IT TELEPHONE JBOX 3 0 - WATER FIRE HYDRANT 41T WATER VALVE `x _ �•_H .k - WATER METER ® WATER MANHOLE WATER SPIGOT a . TREE 8 - PENCE - FOUND 5/8• x� x101PPROPERTY BOUNDARY R E B A R i - CENTERLINE A S POWER}.+ I - ANITARY SEWER LINE LINE OVERHEAD CONCRETE \ 1 Q ASPHALT W .0'. `3S5 �.', ® - BUILDING 52 .53• "� •i(b 5/8• REBAR NBB70'S5 C MARKED R9t NOT TO SCALE SCALE 1' 20j 0\PO 40 80 RM -55371 /> \\*IE=351.97/ 'E';351173 \ Ekl55.11BEA:3( �.,J 1(b WA STATE GRID � s SOUTH ZONE NAD E PER CO.P ....ENT SURVEY ONVEY \ 3 BACITY OF ELEVATION MONUMENT SURVEY NAVD 88 DATUM s CASED POINT 52 ELEV-345.58 T EQUIPMENT TOTAL A THREE -SPECTRA 8111 TOTAL STATION � SPECTRA PRECISION RTK GPS TOPOGRAPHIC SURVEY FOR J&J KELLY O�WATAOl STRATTON SURVEYING �. & MAPPING P.C. _ 313 NORTH MORAIN 111 ,0 K£NNEMCK, WA 99336 FOUND CASED (509) 735-7364 BRASS CAP +'+. strut bnsurvey.com SITE SURVEY PROVIDED BMITPIA.DNGC C 2024 FOUND CASED DA 7E: 07/11134 SHT, I OF I FOR INFORMATION ONLY BRASS CAP 25 30 COP NO 6061 COPELEV-345.58 36 31 ORA NN BY: DCI .IUB / V ■ I 3 I C 7 'II KNUT'.t ENGINEERING 5401 RIDGELINE DR. SUITE 160 D KENNEWICK, WA 99338 1-509-222-0959 wWw. knulzene ngi n ee rin g.co m mo APPROVAL IESIGN JAW 111/ 15/24 ;NECKED NJB 11/15/24 BPROVEO PTK 11/15/24 A CALE: AS NOTED ADELE: 24101COl JOB No. REV. 24101 Q DWG. No. C003 7 D C B 1 I 2 1 3 1 4 I 5 1 6 1 7 NORTH ''---------------- — ______ G (E)8•W DI ___—__—__—__— — —__—__—_____j_' —_ o3EXISTING STORMWATER FLOW PATH NOTES , EXISTING PROPOSEDDRAINAGE TURES O BE 0 AN PROTECTED FABRIC,EE DETAIL T - ---__ 2W__ _ ^,—S89 — f9_.13''� NEWS ORMWATER FLOW PATH 7-7 -22-27"W r - �11r7 OF CONSTRUCTION LINE 0KEY CONCRETE , AND CURBINGAS NECESSARY FOR EWCONSTRUCTION ATNERT EXPANSION/ CONTROL JOINTAS INDICATED, CUT EDGE I REMOVE CONCRETE CURBINGAND DISPOSE OF PROPERLY J / ____ ______________ - __--_�� /�i (P 4 REMOVE: CRETE AND DISPOSE OF PROPERLY, KNUTZEN 1 (E]pp _--P' __ 'I -_ - :--_-�•- _ - - - _ _ _ _ - ------ (E)OHP - - - - L - _ _ _.-.-,-.-,-,-,-,-.-.-,-.-.-.-,��-.-,_,_:-,_:�-,-�„-.-„�.-,�,,.,,� -, ¢ __ _ -- `~ `~��I REMOVE GRAVEL BAS AND SALVAGEFOR USE -g_____________________ _____________.y-,--- ___ wI 1 I I I I I iE)ONP I I,^ ` s REMOVE GRAVEL ANDSALVAGE FORREUSEENGINEERING 6 ELECTRICAL EQUIPMENT TO BE REMOVED BY ELECTRICAL. 5401 RIDGELINE DR. _______� ------- o o I' ��p I I 1 I �fi�' 1 I I ”"" II i REMOVE ALL REMAINING CONCRETE PADS AND FENCING AS NECESSARY FOR NEW CONSTRUCTIONS. SEE SHEET C101 FOR NEW LOCATION SUITE 160 KENNEWICK, WA 99338 - I bl z 'a m ___ i ( 1 I F i III I/�� 7 REMOVE TREE AND ROOT SYSTEM THEN BACKFILL WITH 0 1-509-222-0959 wwwAnUh6f1BngIf1B2fiD9.00III J _ _ I 1 ' ---•---' - - — - - -� I`.I j ? 1 I —I I 1 I V� t rXy (EJ!ty lite w STRUCTURAL FILL, COORDINATE LANDSCAPE WORK WITH LANDSCAPER, PROTECT ANY TREES, THAT ARE NOT([)pp INCLUDED IN REMOVAL 8 REMOVE, LAWN ANO/OR LANDSCAPING, IRRIGATION LINES, CONTROLS AND VALVES FOR NEW CONSTRUCTION, COORDINATE LANDSCAPE WORK WITH LANDSCAPER Q N69'41'OS" I S -L----�- _J -ryp • 1 � III N .-� (E)FENCE I I ... 4Pf'ROXIM�TE ~(f)Gft2,, i, _ - _ -- - . ------ - .fbNSTRUCTION LIMII�' '� -__ -_-_-, r °J I 1 `lI1 N i "'rl I S69•q?, 1 f 6 fipT9 If I IT oI (E)BLDG II Z II _ 1 2 4 ... `_ )GATE ••,.-•- 5 I )Gqzry M N 1 1 I_ I I i DRAINAGE GRATE OVERFLOW BYPASS 5' MAX. -. - (E)FENCE I 1, _� III TRIM 4''•�•`^' iii..:,, 6 ..:$����� •�� - ''/`//7�\\\'�------------L-=--------_---��' j=='i i'.'.:•,•_,..,.. u�. ---------- JJ�J/�� —////,/" I BELOW INLET. LL `/ 1.��^+1 i/ 6 f�GRl2�.' _ I �Ir II%/iG GRATE, DEVICE (BIGD) , 4(E)SIGN APPROXIMATE rn 11 I COv!�i� �` 1 I I NSTRUCTION `\\�` /%%%JT To ©/ 0 AND- SEDIME DEBRIS FILTERED - R no;la .r `I <;••,, \4\ \fit'/ LIMITS WATER o \�\` III CATCH BASIN-] 11/15/24 3 7 •°8. .....•,_ ,,, `___ __..� �` NOTES: Z ;... \ ___ I 1 OR THE SIZE THE BELOW INLET GRATE DEVICE BIGD F •...:;, `\`\`��`� I ` ul STORMWATER STRUCTURE IT WILL SERVE. THE BIGD SHALL HAVE A BUILT 2 -IN HIGH-FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 3. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF BIGD WITHOUT SPILLING THE MATERIAL. J J ////}}}YYP `•�'_���\� . O e �\ ��`-`�`�t�//\� `ifJ I _ \'`� ^• r' . I �, ( I� I (y//yyy COLLECTED 4. PERFORM MAINTENANCE IN ACCORDANCE WITH WSOOT STANDARD SPECIFICATION 8.01.3. O 0,1 B6 IN PROTECTION DETAIL SCALE, 1 • = 1'-D• REF: - �15 I .' • - `` . •�� /'• Z Q I I" Q 3 w NOTES 1. SEE SHEET C001 FOR GENERAL NOTES AND LEGEND. 2. MOST SUITABLE LOCATION FOR CONSTRUCTION ENTRANCE TO BE �'o� `��- `.,..� `. •? -_�<-_ 1L'!--/�//i, 1 II I I Z > O U 52.53' "�� N89'20'55"4f-' - - - -- i � ; - ` I SHOWN ON BY DRAWINGISGENERAL SUGGESTED LOCATION ONCTOR. NSTRUCOLY. ENTRANCE W Q a f 3. FINAL CONSTRUCTION LAY -DOWN AREA AND STOCKPILE AREA LOCATION AND SIZE TO BE DETERMINED BY THE GENERAL y (n 0 \ _ ��fJPI.._ "` �e�• . • •� / ry�r CONTRACTOR WITH APPROVAL OF OWNER. 4. CUT k FILL SLOPES SHOULD BE CONSTRUCTED WITH INCLINATIONLLI > H- oldIJJ > 4r'3 -\ •+TT `. '�,v ` ` \� \`• , �;\`. ` 'I� Ai NO STEEPER THEN 2H:1V AND MUST BE PROTECTED FROM WIND AND EROSION. 5. PUCE TOPSOIL COMPACT AND PROVIDE TEMPORARY SOIL V) _>j 3 Z > W _ 1 STABILIZATION. I ERMANENI LANDSCAPING CAN BE INSTALLED ONCE LIKELIHOOD OF SEDIMENTATION DURING CONSTRUCTION IS J Q Lo REDUCED UPSTREAM AREAS ARE FULLY STABILIZED, AND IRRIGAPON SYSTEM IS OPERATIONAL 6. EROSION SEDIMENT, AND AIR QUALITY CONTROL SHALL COMPLY O �9: Z O O N WITH THE COUNTY AND CITY AIR DUALITY CONTROL ORDINANCES, AND THE NOTES AND DETAILS ON THESE PLANS. Op \\\� 7. PROVIDE INLET PROTECTION ON ALL STORM DRAIN INLETS N J FFj: \ W I SURROUNDING SITE INSPECT FABRIC REGULARLY AND REPLACE AS NECESSARY IF FOUIND TO BE RIPPED OR TORN. 8. ANAN OPEN TOAND DEMOLITION AREAS ARE PRESENT RSSHALL HAVE HOUTHE ON0 O6.0' O c G w \ CRHAIN UR PORTABLECONSTRUCTTIK ENCE INP CE AROUND THE WORK AREA. cl ` NOT ALL UNDERGROUND UTILITIES ON THESE DRAWINGS MAY BE SHOWN. FIELD LOCATE AND VERIFY ALL UNDERGROUND UTILITIES. COORDINATE ALL RELOCATION WORK WITH THE APPROPRIATE APPROVAL DESIGN I JAW 11/15/24 VTIUTY COMPANY AND/OR OWNER PRIOR TO ANY EXCAVATION WORK. CHECKED NJB 11/15/24 10. FIELD VERIFY ALL MEASUREMENTS AND INVERTS PRIOR TO START OF WORK. APPROVED I PTK 11/15/24 \ `\ 11. ACP AND CONCRETE CUT LINES ARE BAS 0 ON NEW SURFACE GRADE TRRAANSITIONS, SCALE: AS NOTED � 24101C01 GGRRADDINGSTRENCHINGT OROVERLAYWORKR ADJUST ACTUAL CUT AS NECESSARY FOR RELATED NEW WORK. J JOB No. 24101 R `\ - 12. REMOVE ALL EXISTING IRRIGATION SYSTEM COMPONENTS WITHIN NEW CONSTRUCTION AREAS THAT WILL INTERFERE WITH NEW WORK. 0' 10' 20' 40' 60' CUT, CAP, AND SEAL WATERTIGHT EXISTING PIPING TO REMAIN. GwG. No. CALL 811 2 BUSINESS DAYS 13. ALL UTILITY MAINS MUST REMAIN OPERATIONAL DURING CONSTRUCTION. COORDINATE WITH THE CITY TO SCHEDULE SERVICE OUTAGES AS NEEDED. BEFORE YOU DIG 1"-20 14. CONTRACTOR TO REMOVE ANY ABPNDONEp 1J11LITY LINES AS NEEDED FOR NEW CONSTRUCTION AND PROPOSED GRADES. co 11 A� DEMOLITION AND EROSION CONTROL PLAN A PORTION OF THE SE 1/4 OF SECTION 25, T9N, R29E, W.M. SrE 1• _ 15. REFER TO SHEET C101 FOR CITY STANDARD NOTES. 1 2 3 4 5 1 6 1 7 D B A D C B 1 I 2 I 3 I 4 I 5 1 6 I 7 ------------------ PASCO GENERAL NOTES KEY NOTES D C, NORTH -, `--"_-- _- -- 1. ALL MATERIAL AND WORKMANSHIP SHALL BE IN CONFORMANCE g----- --------------------- --- (E)8 W DI _ - _ _ _ . - _ ' - - _ - - _ _ .. _ _ - - WITH THE LATEST REVISION S F THE CITY OF POSCO STANDOFF i -'- SPE IFICAT ONS AND DETAIL AN THE CURRENT EDITION 0 - - - - - - - - - - - 3TSi3 THE STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ��� p' _ A �%j/. ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. - " STANDARD ASPHALT SECTION 3 THICK ASPHALT OVER G 2 CRUSHED SURFACING TOP COURSE OVER 8" BASE E UR E PER WSDOT 9-03.9(3) PER CITY STD DWG $ 913T -2C S89'22'27"W - �- • ` ' -589 22'27" 2. SITE GRADING STREET, STORM SEWER AND POTABLE WATER SYSTEM CONSTRUCTION MATERIALS AFID WORKMANSHIP SHALL _ CONFORM TO THE LATEST REVISION OF THE CITY OF PASCO _ 1,._ - - STANDARD SPECIFICATIONS AND DETAILS THE 2018 STANDARD .� ----'-- S % `_ _ SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL 2 SIDEWALK, PER CITY STD DETAIL ST4 3 CURB AND GUTTER, PER CITY STD DETAIL ST -6 4 MEET AND MATCH EXISTING ELEVATION _ KNUTZEN _ - (E)OHP CONSTRUCTION AS PREPARED gY WSDOTrWA AND AS ' ,--' I ``� ___--'-----`-y-^-'-"-'-'-'-'-'-'-'-'-'-'""-'-''-""-'-`-'-'-•-•-•--•-•-•-•-•-•-•-•-•- AMENDED BY THE CIN OF POSCO, AND `EHE PLAN AND 5 RAMP 8.0' LONG MAXIMUM 7.50% SLOPE IN DIRECTION OF ENGINEERING -__-_ �-%-------------------' -------- SPECIFICATION SPECIFICATIONS HEREIN. -__-- wl / 3. THE CONTRACTOR AND ALL SUB -CONTRACTORS SHALL BE __ _ LICENSED BY THE STATE OF WASHINGTON AND BONDED TO DO WORK IN BUSINESS LICENSE•THE HAVE A CURRENT CITY OF PUBLIC TRAVEL WITH 2% CROSS SLOPE IN RAMP O6 MAXIMUM 5% SLOPE IN DIRECTION OF TRAVEL WITH 2% CROSS SLOPE O RELOCATED LIGHT POLE, BASE AND ASSOCIATED CONDUIT, 5401 RIDGELINE DR. SUITE 160 KENNEWICK, WA 99338 b CONTRACTOR SHALL BE RESPONSIBLE FOR APPLYING FOR AND OBTAINING ALL PERMITS NECESSARY AS FOURTH UNDER COORDINATE WITH FPUD FOR DETAILS L-2 AND STANDARDS 1-509-222-0959 z SET OF THE E---�-i WAC CONTRACTOR T IT IS THE SOLE ROF THE REQUIREMENTS THIS CHAPTER. ADHERE TO ALL OF THE REQUIREMENTS OF OB C�ADTCIH BASIN TYPE IN CURB, PER CIN STD DETAIL o www.knutzenen ineedn COR( 9 9 g ----------- r (� O9 GGgqTCH BASIN TYPE II IN CURB, PER CITY STD DETAIL (j I y 1 I I 7 I I I I 1.� I 1 I SD -2 10 INFILTRATION TRENCH PER CITY STD SD -3 5.0'Wx55.0'Lx5.0'DEEP ROCK POCKET, WITH 54 LF OF � {{p I r `S1` r t_LJ I P--------�+------- 1� �, (1 12"PDP CONNECTED TO 6 LF OF 12"SD HEADER AND 2 SD INLET WITH TEES AND ELBOWS tl tl I I (E)FENCE -- _� N89'41'OS" ' _ `� 1• i �� �•'-� 178.68' Fc - - I 1���`� 1�- - i (' - I 1 I 11 CONTRACTOR TO PLACE 18" OF TREATMENT SOIL UNDERNEATH ROCK POCKET POND, PER SWMMEW 5.4.3. TREATMENT SOIL 1-- _ _ J 20.0' of DRIVEWAY( 2 PER PMC 25.185.090.1.0 `I N o I g1 I TO HAVE A CATION EXCHANGE CAPACITY >- 5 MEQ/100 G DRY SOILS, MIN 1 % ORGANIC CONTENT, MEDAN GRAIN SIZE < 0.125 MM, ANDA SAND TO SILT/CLAY RATIO OF < 1:1. CONTRACTOR TO TEST TREATMENT SOIL PROPERTIES AND �. ( rn 1 IJP• 358.7170 • �6C:1TC - I i g I PROVIDE TEST RESULTS TO CITY AND ENGINEERING OF RECORD TO VERIFY _ _ _ _ _ _ _ _ _ _ _ '/�/ 6 368.710. '+y6'// I 68811g•f , w1 I 12 STANDARD ASPHALT SECTION - 2-1/2" THICK ASPHALT _ ____ 356.6970 13 i h N '\` .'� I (E)BLDG 1 I� '0 n ' 356.64 � � �� 35g.ncL i n C OVER 6" TOP COURSE PER WSDOT 9-03.9(3) 13 DETECTABLE WARNING PANEL ALIGNED WITH CENTER OF CROSSWALK PER WSDOT F-45.10.04 12 )358.93T 368.85 356.00TC )GATE 11 ZIN E ) 356.4IGL 35.00TC 6 I V .7YT J56.07GL - 2 I 1 \7 (E)S5g.9 356.360E �. 356.940. '355.9470 (E)356.52GL '' '4 _ SSg.31GL 355.94TC'\\� 1' ` I +49.83 • 0+49.83 31.0'L / 356.17GL \`\c_ 355.87GL 356.107c 5 -_;_.� .-------_-_- _-----_-__-__-__�� 1 .3gCL 356.UD.356.54 _ ` 1 g.74 i _-__---------I 3 IE353.03(IN)SW 0+61. 36.2'L 13 ` `355.g5GL 338.74 IE353.OJ(OUf)SE Z7 /? 6 TOP OF ROCK POCKET 355.03WA N 0>ZFti ~ IB01T oP�ROp(POCKET 360.0336 io - `` 7 s55.gOGL A. N6>54 V% 2Sp.� 4 9 ` .�Q--- �`I 4(E)SIGN 2. - y 356.7170 J3'w ` +35.83 42.0-L o 356.71TC/ APPROXIMATE \ 355 g 8 _ o' _ L CONSTRUCTION �`. Q'` _ 0' IE.35 3.06(IN e 2 �`(fJC UMITS \,to IE353.06(OUY) \` `r3/ONA� £NG 10� 11 Sp•'` 11/15/24 7 L \ 8 E)356.711C -- i,�{�ii I --____,- _ ;.I `1+95.94353 ```�-� \ \\��`-6ppIE`353E)35gu J2CL i'_ G4.� �y, g.. 2+35.84 31.0'L40 ig `�FJp o tib`^.. HT cD LU .. - `• ;�.�2:53 \ GWA W / _` _ N89'20'55'W� - - AOp (D J 0 FT \ r LJJ L ''r/^� NOTES SEE SHEET 0001 FOR GENERAL NOTES AND LEGEND. 2. CURB RETURN RADII ARE 5.0' RADIUS UNLESS NOTED OTHERWISE. 3. FIELD SVERIFYAALL TMEASUREMENTTSS AND (INVERTS NOTED RIOR TOESTTART vJ OF WORK. 4. A SEALED EXPANSION JOINT MATERIAL SHALL BE USED AT JOINTS WHERE NEW CONCRETE ABUTS EXISTING CONCRETE (TYP, SEE WSDOT STD PLAN A-40.10-04 FOR REINFORCEMENY APPawu DESIGN JAW 11/15/24 ` \ SPACING AND JOINTS. CHECKED NJB 11/15/24 ` \ \ \ 5. NTIO LE SIDEW ERE NEW (ALK REMOVE( ANDYR�PLACE ACCESSIBLE ADDBTIONAL SIDTEWALJ( �OR TRANSITION APPROVED PTK111/15/24 SCALE. AS NOTED PANEL ADA IF REQUIRED. CADFlLL. 24101COI 6. REFER TO LANDSCAPE FOR FENCING, GATES AND/OR MOW STRIP. 7. SPOT ELEVATIONS AND CONTOURS ARE TO THE TOP OF UNLESS NOTEDBOTNERWISEMENT FINISHED SURFACE .LOB No. 24101 R 0 0' 10' 20' 40' 60' CALL 811 2 BUSINESS DAYS^ S. FIELD VERIFY ALL MEASUREMENTS AND INVERTS PRIOR TO BEIMMEDIATELY SCREPANCIESWORK. ORE (WORK COMMENCES. ITECT OF DWG. No. BEFORE YOU DIG 1,.=p• 9. ALL UNDERGROUND UTILITIES ON THE SITE MAY NOT BE SHOWN. FIELD LOCATE AND VERIFY ALL UNDERGROUND UTIUTIES. COORDINATE ALL RELOCATION WORK WITH THE APPROPRIATE UTILITY COMPANY AND/OR OWNER PRIOR TO ANY EXCAVATION WORK. l _ 101 `/ A� SITE GRADING AND UTILITY PLAN A PORTION OF THE SE 1/4 OF SECTION 25, T9N, R29W, W.M. SCUT: 1 = - 1 2 3 1 4 5 6 7 D C B A