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Home My WebLink AboutGRD2016-00009 Stormwater Improvement, Roadway Maintenance - GRD Permit / Conditions - 8/10/2016 Inspection Line (360)427-7262 ��ava °povrr MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670, ext. 352 Mason County 615 W Alder St Shelton, WA 98584 1 SJ LAND MODIFICATION BUILDING PERMIT GRD2016-00009 OWNER: WASHINGTON STATE PATROL RECEIVED: 7/6/2016 CONTRACTOR: LICENSE: EXP: ISSUED: 8/10/2016 ENGINEER: LICENSE: EXP: EXPIRES: SITE ADDRESS: PARCEL NUMBER: 420112200010 LEGAL DESCRIPTION: TR 1 OF W 1/2 OF SECTION 11 &THE SW 1/4 SEC PROJECT DESCRIPTION: DIRECTIONS TO SITE: ROADWAY MAINTENACE, ALC OVERLAY, STORMWATER IMPROVEMENTS Inspection Area: Fill?: No Comp. Plan Desig.: Rural Grading?: Yes IRO Desig.: Cutting?: Yes Shoreline Desig.: Not Applicable Area Graded: 5.00 Acres SEPA?: Cubic Yards: 4,900.00 FEES Type By Date Amount Receipt Grading Permit Fee TW 7/20/2016 $391.77 S220160001 Grading Plan Check Fee TW 7/20/2016 $76.47 S22016000, Planning Review Fee TW 7/20/2016 $205.00 S220160001 Planning Stormwater Rev TW 7/20/2016 $255.00 S220160001 Total $928.24 GRD2016-00009 Please refer to the following page(s)for conditions of this permit. Page 1 of 4 J • CONDITIONS FOR GRD2016-00009 1) Access Roads to the site must not be degraded as a result of work. X 2) All upland areas distur ed r ly created by construction activities shall be seeded, vegetated or given some other equivalent type of protection against erosion. X 3) All other necessary permits from Mason County, Washington State and/or Federal Agencies that are rec� o is proposed development and construction must be obtained PRIOR TO SAME DEVELOPMENT AND CONSTRUCTION. X 4) Work must be done in the dry to help prevent disturbance of unstable soil layers and uncontrollable mass wasting. X 5) All culverts shall be maintained in perpetuity to ensure that drainage will not overflow. X 6) Terppera ros h contr r ey�;�ur s must be implemented to prevent water quality degradation of adjacent waters or wetlands. X 7) Approved per site plan and topographic cross-section. X 8) All fills shall be compacted to a minimum of 90 percent of maximum density.X 9) ALL CLEARING,CUTTING, GRADING, EXCAVATING, TERRACING, FILLING AND SIMILIAR WORK WILL BE REGULATED BY THE REQUIREMENTS PURSUANT TO THE MASON COUNTY GRADING PERMIT STANDARDS ADOPTED BY RESOLUTION 141-96 and MASON C91JNT�1'�,COJa , TITLE 14, CHAPTER 14.44. 10) ALL SURFACE WATER AND POTENTIAL RUNOFF WILL BE CONTROLLED ON SITEAND SHALL NOT ADVERSLY AFFECT ANY ADJACENT PROPERTIES NORMC AS HE VELOCITY FLOW ENTERING OR ABUTTING TO ANY STATE OR COUNTY CULVERTING/DITCHING SYSTEM OR ROAD WAYx J r,- 11) The owner/applicant shall provide to Mason County inspection reports prepared by the engineer record, complying with the requirements as noted in Chapter 14.44, section 14.44.220 through 14.44.230. x I 4 e—, 12) Compliance with an approved Storm Water Plan shall be subject to an on site inspection, or inspections, by the engineer of record or an authorized representative. Said inspection(s) shall be performed in accordance with the approved plan, and prior to any modification that would make a determination of compliance impossible. Inspection reports shall be submitted to verify all engineering requirements have been completed in accordance with the approved storm water plan. Reports shall be submitted to the Mason County Department of Community Development prior to each corresponding inspection and final permit appraval pi of all special inspection reports shall be made available at time of inspection. X GRD2016-0 009 Please refer to the following page(s)for conditions of this permit. Page 2 of 4 y 13) An inspection performed by a representative of the geologist, their authorized representative, or engineer of record, shall be completed on-site prior to the footing pour to verify that earthwork and foundation installation activities comply with the Geotechnical report or assessment recommendations. In addition a final inspection report, prepared by a representative of the geologist, their authorized representative, or engineer of record shall be required to verify that erosion control, drainage and final work is completed in accordance to the Geotechnical report or assessment recommendations. Reports shall be submitted to the Mason County Building Dept., PO Box 186, Shelton, WA 98584, prior to the footing and final inspections and available for ire ion X / 14) APPROVED PLANS ON SITE All approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building Departynt prior to any further inspections being performed or approvals granted. 15) CHANGES TO APPROVED PLANS All changes to "approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County Xrdipmice or r ' ulation, must be reviewed and approved by Mason County prior to construction. , - 16) FINAL INSPECTION REQUIRED All building permits shall have a final inspection performed and approved by the Mason County Building Department prior to permit expiration. The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with M� oun ordinances and building regulations. X �. 17) PERMIT EXPIRATION All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may extend the time for action for a period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit hoWpr ha, e prolented action from being taken. No more than one extension may be granted. This permit becomes null and void if work or construction authorized is not commenced within 180 days, or if construction or work is suspended for a period of 180 days at any time after work is commenced. Evidenc o continuation of work is a progress inspection within the 180 day eriod. Final inspection must be approved before building can be occupied. c _ / OWNER OR AGENT: ` DATE: Q v �/ T-9) f �- GRD2016-00009 Please refer to the following page(s)for conditions of this permit. Page 3 of 4 GONCFETE "g W"UFACTURED HOME Fou I seibae ks Cate By. Ribb=5 s Date SY Date ByINSULATION .� i oundutim t+Ya EEs $et BG I !NSU LATION `'`� Date bad Bp Ciao-, By FRAMING Fk>om FIRE DEPARTMENTvia ft DE � S PLUMBING Date �S BYDate By ey TANKS We pL{{d�i{6i` I`SkI] lKr� OTHER f BY V1fatE�r Lhe Date Typa, C1ate h f-arse VW €7aais- MECFANICAL Dais eraroA FINIAL INSPECTION � p B" Data By L !P Byj-rz— t� Pass or RiN ue-st Inspect. Type of I nsp. Fa;E Date t [ion o. 13Y Commi tints ,w11 t A l( $-Fee. e v�She c+c�+" Yer�er lv J 1 � O f �-fq o(✓o--Sc� S �cN l cv Q Slc ��( � Lvt. ✓wtw-kvr,� � r 1 i F j f i i I { ,Materials Testing ,& Consulting, Inc. >r' Gm*rhnical Ewgiweering d CunwAing•Special Inspection•Malerials Testi rns«Envinmmental Cansvllift F.asiarrrd Msaraan iunv 1#91 State Police EVOC Pavement Rehab - 15S104-10 - IPD-Asphalt Compaction: Report #A12102 CLIENT Department of Enterprise Services DATE 09/24/2016 PROJECT LOCATION 631 W. Dayton Airport Road PERMIT# Shelton WA Inspection Information: Inspection Date: 09/24/2016 Time Onsite: 9:30 am Weather Conditions: 52-67*F,Foggy then Clear Inspection Performed: IPD-Asphalt Compaction Field Data: Supplier/Plant: Lakeside Ind.!Durgin Road Lace Tons: 1�6007--j Mat Temp: 315 F t Air Temp: 63°F PP g Y) P:I P:a Thickness in inches:F� Rice or Marshall Dens.: 154.E Class: HMA Class 1/2" Leveling: ® Wearing: Field Tests: Test# Location/Station# U.L.Dens. Offset/Depth Reading#1 Reading#2 Avg. %Comp.% Regd. --- 1 Sta I+50,12 from Left Edge 2" -_-= 145.2 146.7��145.9 94.4 ! 91 2 Sta 3-00,4'Left of CL 2" 143 6 144.7 144.1 93.2 91 3 Sta { 50,4'from Left Edge �� 2" 144.5 144.9 �L 144.7 93.6 91 - ---- - 4 Sta 6+00, 10'Left of C1. � --=D46.9 146.3 IL 146.E 94.8 91 5 Sta 7150,4'Left ofCL. 2 ��143.4 142.7 ][ 143.1 92.(i 91 6 Sta 9-00,4'from Left Edge 2 -�L143.4 142.7 7 143.1 92_6 91 7 Sta 10.50,8'Left of CL 2 -_-� 145.1 145.7 145.4 94 91 $ Sta 12-00,- 8' from Right Edge 1 2 - j 144 0 144.5 144.3 93.3 91 1 -�� 1€ 9 Sta 12-00.4'Left of C'L 2" �144 4 144.8 144.E 93.5 91 10 Sta 13+50, 16'Left of CL 2" 144 0 141.4 143.7 92.9 91 11 Sta 13-50,4'from Left Edge 2"---144 8 144.2 144.5 93.5 91 12 Sta 15'00,8'from Left Ldge 2" 142.5]' 144.2 143.3 92.7 91 13 Sta 15-00,8 LeftofCL 2 ]t 143_6�1 142.7 141.1 91�6 61 14 Sta 16-50,20'Leftof CL �� 2" 142.3 i.. 143.9 JL 143.1 -92.6 �91 _ _ _ 15 Sta 16 50,4'Left of CL 2" 143.E � 141.4 142.5 92.2 91 _-_ � _ J - y 142.2�2` i 16 Sta 18+OQ 6'from Right Edge 2" 142.8 ( 91 �� 14L6jr- 17 Sta 18+00,8'from CL 2" 142 6 143.1 142.8 92.4 91 _. �� 18 Sta 19-50,4'from Left Edge=F 2"�D4a 4� I41.7 142.1 91.9-JL-91 19 Sw 19.50, 10'LeftofCL -��I43.0�' 142.0 142.5]� 9291 20 Sta 21-00, 14'from Left 1 dge= 2" =143.4 143.6 143.5]� 92.8 1=91 21 Sta 21-00, 12'Left of CL � 145.1 143.5 144.3 93.3 JE91 22 Sta 22 50.4'Left of CL �2�� 144.C] 145.1 jL 144:6][ 93.5 _][ 91 23 Sta 24+00,CL of Road 2 I�141 5 �; 142.9 142.2�[_ y_`��91 24 Sta 25+50,6'Left of CL 2" 142.9 141.9 14'-.4 1 92.1 91 25 Sta 27+00,10'Left of CL 2" 143.5 i 143.2 [ 143.3 92.7 91 26 [Sta 79+00,4'from Left Edge 2" :]E143.3::]' 143.5 143.4 92.8 91 27 Sta 80+OQ 8'from Left Edge 2" F-144.2 143.9 144.1_j' 93.2 91 0.1ww"woq n.fi l+r1wdlrwr�rrd wrnF�awi.Mr+sw�lwynlor rn*le�w►erwtrN wawher.�lw{.*wr.Mnwenlr**rlenlrw7ap ara�Fw,wswl+/rMtw�M�Ne�r.rnww....�ar*s� anuahwar+e�awnpanucanNrwirarwis grr.ti.O NM •]rl] Nnrrlrls Turlel A{-rrrulrlq.l*r. All r1}w ruanN. Corporate * 777 Chrysler drive l larlingtoo. WA 98285 * Phase.160.7115-1990* Fa: 3641.753.1986 SW Region * 21 IS black take Hlvd. S.W.*Olympia, WA 90312 * phone 30,0.334.9777 * Fax 360.$34.9179 NW Ream■ * 905 Dupont Street, Suitt 5 • 8etlispham, WA 98223* Phone 360.64T.4061 * Fax 364.6d7.8I I Visit our website: y.wv.mtc incmcc State Police EVOC Pavement Rehab-1 SS104-10,09/2412016,#A12102,Page 1 of 3 Materials Testing & Consulting, Inc. %ffc d' Gratewhnk-al Fockwerfmz&Comwhing 0 Swdal Impaction 0 Mol"Is Teiiti"s 0 Evivi"mmifflial C40,016ow 28 Sta 82-00. 14 from Right Edge 142.1 141.1 141.6 91.6 91 141.3 14-,A 142.2 92 29 Sta 98130,4'Riglit of CL. F777777 142.6 14t.4 IL2E[ 91.8 91 30 Sta 99-20,4'from Right Edge� 2" Right Edge 141.4 142.5 14 9 .8 31 Sta 105-00, 10-from_=h 2" 1 ED " 91 = 2 r—139.2 139.0 139.17-1 Eq 32 Sta i oo+oo.8,from Left Edge 7 33 Sta 102+50,4'from Left Edge F-i !L 138.0 136.6 L. 137.3 8 137.5-1 L 1 —91 34 Sta 104+00,8'from Left FT9e=[:=[_ 2" _3 8.2 F Gauge Model/Serial#: ('PN MC-1,Ser.#MD50302506 MIS: 10040 DS: 30787 Remarks: f I10 1 61 ottrisle Toei-o a cassulgiss.The 411 risbip rt,#r-c4. Corporate w 777 Chrysler Drive* Illarlingtoo,WA 92233 * Phane 368.75JI-1996* Yet 364.7S6.1"S SW Regina • 21 IS Block Lake Blvd.S.W.*Olympia, WA 96312 - Phone 360,534.9777 0 Fax 360,1134,9779 N" kcglaa 903 Dupont Street, Soil* 5 0 ReIllotham,WA 99225- Phone 360-647.6061 9 Fax 360.647.411I Visit our website: wwy-b.mtc ffinc-met State Police EVOC Pavement Rehab-15S]04-10,0912412016,#A12102,Page 2qf3 Materials Testing & Consulting, Inc. ham` Gralechn"EvSkweri M A funwpint a-Spacial IntpWIM►W04ial+T"tinp t FF10FUnmanlal CaWal1kW S4hwrrdA"umnm.r%in"IPA] ^* is —--------._— --- Sheet(s):C1.2,EC1.0&EC1.1,C2.0-C2.1,C2.6,C2.7,C2.8 Location(s):North Course Wearing Course-Sta's 0+00-27+00&South/North Course Leaving Course-Sta's 78+30- 106+00(Misc. Sections)Note:Started w/Wearing @ 0+00 Elevation(s):Varies,See Plans Detail(s):General Notes on Sheet C1.2&Asphalt Paving Sections&Details on Sheet C2.8 Drawings Conform to WSDOT 2016 Standard Specifications Construction Manual M.T.0 on site,as requested,for compaction testing of 1/2"HMA used for wearing/leveling course on the EVOC pavement rehabilitation at the locations noted above. Asphalt lift thickness was approximately 2"and tested at a quantity greater than that called for in WSDOT Specifications per tonnage/lineal feet,tests occurred approximately every 45 tons placed. Asphalt was placed via(2)CAT AP-1055E&(1)CAT 655C pavers,breakdown compacted via DynaPac CC522 vibratory steel-drum roller,secondary rolled via SAKAI SW800(11-ton)roller,and finish rolled via Hamm HDmi oscillating roller. Two sample of the asphalt&cold feed was obtained at the start of the day from the Lakeside Ind.-Durgin Rd.plant&another asphalt sample was retrieved from the wing of the paver @ approximate Sta 82+00-per above noted specifications.Samples were brought back to the Olympia Lab to establish a rice density and determine bitumen content. A theoretical rice density of 154.5 was given to MTC by the Lakeside Industries Q.C.(Jordan)and I lb/cubic ft.was added to the value for assurance while testing compaction.Lakeside Ind.Q.C.was on site for entire paving operation for supplemental testing. Gauges/density values varied toward the end of the day. All tested areas met or exceeded the 9 1%compaction requirement(PENDING LAB RESULTS,SOME VALUES LOWER THAN REQ'D COMPACTION USING THE THEORETICAL RICE VALE.SEE NOTEWORTHY ITEMS&TEST LOCATIONS BELOW). Contractor(Jordan/Mark,Q.C.&Paving Foreman w/Lakeside Industries)notified of the results.Please see data/media for test locations and results. NOTE:PICTURES UNAVAILABLE @ CURRENT TIME DUE TO UPLOAD ERROR.TO BE UPLOADED AT A LATER TIME. ***NOTEWORTHY ITEMS/DEFICIENCIES: 1)THE STRAIGHT STRIP OF LEVELING COARSE BTWN APPROX.STA'S 100+00-105+00(NORTH COURSE)REVEALED LOW NUMBERS FOR THE DENSITY TESTS IN THIS LOCATION AFTER REPEATED COMPACTION PASSES AND ATTEMPTS @ TESTING USING THE THEORETICAL VALUE.LAKESIDE Q.C.WAS ALSO UNABLE TO GET PASSING NUMBERS WITH THE TROXLER DENSITY GAUGE SHE WAS USING.CONTRACTOR(MARK W/LAKESIDE)NOTIFIED OF THE RESULTS.A RICE DENSITY OF 154.8 WAS DETERMINED FOR THE SAMPLE OBTAINED 9/21/16,WHICH STILL MAKES THE VALUES LOW.SEE LAST THREE FIELD TESTS BELOW FOR LOW DENSITIES. 2)DENSITY TEST WERE PERFORMED IN RANDOM LOCATIONS THROUGHOUT THE SECTION OF THE ROADWAY PLACED,FOR THE ENTIRE LENGTH PAVED. 3)PROOF ROLLING WAS OBSERVED AT LEVELING COARSE AREAS.LITTLE TO NO DEFLECTION OCCURRED ON THE SUBGRADE/ROCK SECTION AT THE TIME OF OBSERVATION WITH MATERIAL PROVING TO BE IN AN FIRM& UNYIELDING STATE. 4)The data in this report is not final&is still pending,awaiting rice density results from lab. REPORTED BY:Ben Erskine REVIEWED BY:Tim Macke,Technical Director re'i..rtn,yd�.w�.,.n;rrxlsr+�.w+ww.�MA reed.O&OVOWA "4ftW# R r0k 04"WIa./I Mr"W lwlbi�t!►wdMwYr PdAew. rlwMwbr lvr/Atwsb.ww�nk�s oeOoaM1rwir wa{rnY�rM�r�iterafam4 .o toot .I812 Natsrlslr randy a S'ncvplq.lac. All NSNr re•�rrp. Corporale • 777 Chryxler Drive * Burlington, WA 92233 * Phone 360.7311.1996* Fox 366.7s6.19$4 SW Region • 21 IS Black Lake Blvd. S.W.•Olympia, WA 98312 * Phone 360,334.9777 * Fax 340,334,9779 NW Region + 805 Dupont Strcet,Suite S * &etli■8ham, WA 9922S• Phone 160.647.6041 • Fax 360,647.111 ti Visit our website: yrwn-mic.iec_®et State Police EVOC Pavement Rehab-15SI04-10,0912412016,#A12102,Page 3 oj3 SECTION 2 & 11, TOWNSHIP 20 NORTH, RANGE 4 WEST, W.M. MASON COUNTY, WASHINGTON RECORD DRAWINGS EMERGENCY VEHICLE OPERATION COURSE tol o (EVOC) COURSEPAVING DRIVEREPAIRS AT WASHINGTON STATEPATROL ACADEMY SHEET INDEX DES PROJECT #2015-286 G (1-1) SHEET DWG. TITLE - I C1.0 COVER SHEET SHELTON, WASHINGTON WDaaIRd T m 2 C I.I KEY MAP WqP A[ADEMY D, land w 3 C1.2 NOTES O < 4 EC I,O NOT USED �� o 5 ECIA NOT USED - 0z 6 EC1.2 NOT U5ED 7 C 1.3 NORTH COARSE HORIZONTAL CONTROL PLAN N VR b39 8 C 1.4 SOUTH COURSE HORIZONTAL CONTROL PLAN SA _ NDERSON a �':� 9 C2.0 NORTH COURSE PAVING PLAN 0 BE KEPT IN THE Q' ° FIELD . 10 C2.1 NORTH COURSE PAVING PLAN I 1 C2.2 NORTH COURSE PAVING PLAN PARCEL PROJ ECT6R 12 C2.3 NORTH COURSE PAVING PLAN _ FILE SITE Z bland 13 C2.3A SKILL COURSE PLAN AND PROFILE _. 14 C2.3B STORM POND PLAN 15 C2.4 SOUTH COURSE PAVING PLAN 16 C2.5 SOUTH COURSE PAVING PLAN 17 C2.6 SOUTH COURSE PAVING PLAN VICINITY MAP E. NT5 18 C2.7 SOUTH COURSE PAVING PLAN 19 C2.8 DCTAIUCROS5 SECTION PLAN MILL AND A/C —SHOULDER WIDENING $83 mn FILL-REPAIR �s 3vd H3 zo c3.0 NORTH COURSE cwwN[LUAT1oNPLAN NORTH COURSE SOUTH COURSE ---$; 21 C3.1 NORTH COURSE CHANNEUZATION PLAN 22 C3.2 NORTH COURSE CHANNEUZATION PLAN 23 C3.3 NORTH COURSE CHANNELIZATION PLAN /- _ -- _ _____ _ _ -- - --- - O o O N �... OVERLAY �� za�� 24 C3.4 SOUTH COURSE CHANNEUZATION PUW "- - qy U H Y 6 25 C3.5 SOUTH COURSE CHANNEUZATION PLAN w< OLL SHOULDER GRADING o U w 26 C3.6 SOUTH COURSE CHANNEUZATION PLAN O 3 27 C3.7 SOUTH COURSE CHANNELIZATION PLAN -- STORM IMPROVEMENTS m e o SITE DATA: EXISTING SKID PAN ADDRE55:W5PACADEMY TRACK ENTRANCE -------,,------- ------ ----- •,,,r' \ / a o 631 W DAYTON AIRPORT RD. 1 1 ,\ ' 0 sHELTON,WA 98584 RECONSTSKILLS RUCTION URSE // ;r t, 'P Z - o PARCEL NUMBER:42011-22-00010 - :l DITCH ;!{. , \ - _ %/ • RECONSTRUCTION N:POPOOPO50UTHWE5T QUARTER OF SECTION 2 AND OF THE WEST HALF OF SECTION 1 1,ALL IN TOWNSHIP 20 NORTH,RANGE 4 WEST, - G W.M.IN MASON COUNTY,WASHINGTON MORE PARTICULARLY DESCRIBED _ Q 0 o AS FOLLOWS: - � ." "-- _ U o BEGINNING AT A POINT ON THE WEST LINE OF SAID SOUTHWEST QUARTER O OF SAID SECTION 2,501°275G'W 1200.00 FEET FROM THE NORTHWEST Q CORNER THEREOF;THENCE CONTINUING 501.2756W 1452.73 FEET TO THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER;THENCE ALONG SITE PLAN 0-O It n W THE WEST LINE OF SAID WEST HALF OF SAID SECTION I 1 502'26'12'W 3G47.27 FEET;THENCE PARALLEL WITH THE NORTH LINE OF SAID LLl w SOUTHWEST QUARTER OF SAID SECTION 2587'2334"E 1400.00 FEET; ADDITIVE ALTERNATE BID NO. 1 1� 300' H W 02'09'36"E S2 THENCEN BEGIN 5 FEET;THENCE N87'23'3a"E 1400.ao ADDITIONAL ASPHALT MILL & FILL -rZ-� Z a U FEET TO THE POINT OF BEGINNING. Z REPAIR 1,892 LF COMPLETED AS Lu OWNER: CIVIL ENGINEER: PART OF THIS PROJECT [L< LL WASHINGTON STATE PATROL ACTING KPFF CONSULTING ENGINEERS W U) THROUGH THE DEPARTMENT OF 612 WOODLAND SQUARE LOOP 5E,SUITE 100 EXISTING LEGAND >Z O ARCHITECT SERVICES,ENGINEERING AND TACT.(,WA 292-7 _ RECORD DRAWING o ARCHITECTURAL SERVICES TEL:(360)292-7230 STORM CATCH BA51N EXISTING BUILDING 0 O � U 1500 JEFFER50N 5T 5E FAX:(360)292-7231 Z .� �- < CULVERT BA515 OF BEARING OLYMPIA,WA 98501 CONTACT:GLINT PICRPOINT THIS RECORD DRAWING WAS PREPARED BY KPFF ()C7 TEL:(360)407-9302 BILL UNDAUCR P.C. MINOR CONTOUR SPECIES TREE CONSULTING ENGINEERS ON NOV. I I.2016 BASED ON WASHINGTON STATE PLANE Z r .� _ COORDINATE SYSTEM,NAD O_ d CONTACT:DOUGlAS H McCUDDEN,RA 9X MAJOR CONTOUR SIZE INFORMATION PROVIDED BY THE CONTRACTOR AND W 5t V15UAL OBSERVATION. TH15 DRAWING CONTAINS THE 83191 SOUTH ZONE 4602, _ _ y 5 ---------------- EDGE OF PAVEMENT TREEUNE STANDARD AND CUSTOMARY LEVEL OF DETAIL. ALL VERTICAL DATUM PER NTRIP WASHINGTON W(n Ln GEOTECHNICALENGINEER: SURVEYOR: �___ PRDP[RmuNe NFORMATIONWASNOTINDEPENDENTLYFIELDVERIFIED. NAVDBB STATE GPSNETWORK KPFF CONSULTING ENGINEERS INSIGHT GEOLOGIC 612 WOODLAND SQUARE LOOP W WATER LINE ® RECLAIMED WATER PIPELINE 612 WOODLAND SQUARE LOOP 5E,SUITE 100 BE,SURE 100 W (CAR50NITE POST) APPROVED FOR LON9TRUCTION DRAWING LACEY,WA 98503 LACEY,WA 98503 DC RECIAJM[D WATER vW.v[ TEL:(360)292-7230 TEL:(360)292-7230 CONCRETr.BOLLARD EX15TING CURB 5TOP5 BY: DATE Cl.O FAX:(360)292-7231 FAX:(360)292-7231 DEVELOPMENT REVIEW EW4NKR CONTACT:WILLIAM E HALBERT CONTACT:TOM SWIFT,P.L.5. APPRovu ExPiREs: SHEET-1 OF 27 c SECTION 2 & 11, TOWNSHIP 20 NORTH, RANGE 4 WEST, W.M. MASON COUNTY, WASHINGTON S 0 o a � y a v NORTH COURSE SOUTH COURSE o _ o .. a._. ---,-- -,-fir^-` .. — — — — ...: ......... .. ". . s .. �� _ 'yam. .. ..' ♦�.c� o y ... ... .... _.. _ .. ... ... : ... ...... .. .'... .::..:.::.".:.:.r.�":...::�: :..:.. ...:... .�... ... .... �w .. .:..::..:':'......... -::. :?.� :... . . .. . .. '.I .�: ':::: :;'::'::':;':;..:.: . C2.1 & C3.1 ..... ::.:: ::.:: :::.::::....: ... C2.0 & C3.0 . .: .:.. ...... .. ... .. . ..... '... . .. J. ...... . T- .... .. .. ..... _ _ �:. . r tti F _ _.. �. '::' .. ......... .............. ..... ....... . I.. .. ...... ol TRACK .......' >,' ... :.::::EXISTING SKID PAN ENTRANCE ..... E f .... .. ..... .. .. . .. ..... ... ........ ........,, a l _............... 1 og 3� .. . .. ....... .... ......... ......... . ...... . 3" N3 ... .v.. ..< .... .... ......... ....... ... ... .. .. .. ... .. m��m 2. B C 3 .. .. . .. .. .., . . .... . ... . . . ... .. t r C2.7 & C3.7 C2.6 & C3.6 �� _�� C2.3A C2.2 & C3 2 y �W< ova - - .: Eo .. . ,_ .-.... . ............ 1 _. . . ... . .. .. .... ... i� i o W � O . .. - 8 C2.3 & C3.3 ' ................... . . . cm Z - O SKILLS COURSE �W m QQ s �U �Q w �OLu a o a 0 >w z 0 o zoo aoo z u j SCALE w Z f RECORD DRAWING 0 3 TH15 RECORD DRAWING WA5 PREPARED BY KPFF A ON STATE PLANE U(D O DA515 OF BEARING F CONSULTING ENGINEERS ON HE I 1.201 BASED ON INFORMATION PROVIDED BY THE CONTRACTOR WASryINGT OR AND COORDINATE 5Y5TEM,NAD O Z t;8391 5OUTH ZONE 4GO2, >_ L V15UAL OBSERVATION:TH15 DRAWING CONTAIN5 THE VERTICAL DATUM PER NTR1P WASFIINGTON W i 117 5TANDARD AND CU5TOMARY LEVEL OF DETAIL. ALL NAVD DATUM STATE GPS 5HINGTO INFORMATION WA5 NOT INDEPENDENTLY FIELD VERIFIED. Q ORK APPROVED FOR CON5TRUCTION DRAWING R BY: DATE: DEVELOPMENT REVIEW ENGINEER Cl.1 G APPROVAL EXPIRES: 5HEET 2 OF 27 SECTION 2 & 11, TOWNSHIP 20 NORTH, RANGE 4 WEST, W.M. MASON COUNTY, WASHINGTON - � o a ABBREVIATIONS 0 EXISTING SURVEY MONUMENTS TRAFFIC CONTROL 0 DIAMETER Q AT EX15TING 5URVEY MONUMENTS,INCLUDING BUT NOT RE5TRICTED TO TRAFFIC CONTROL PLAN5 ARE CONCEPTUAL IN NATURE AND ARE INTENDED TO A/C TOP OF A5PHALT PROPERTY CORNER5 AND CENTERLINE MONUMENT5 MAY BE D15TUREWD SHOW CON5TRUCTABILITY OF THE IMPROVEMENT5. CONTRACTOR TO MEET ALL TRAFFIC AP ANGLE POINT OR DE5TROYED BY ROADWAY IMPROVEMENT CON5TRUCTION. THE CONTROL REQUIREMENT5 PER W500T,M.U.T.C.D,AND MA50N COUNTY 5TANDARD5 5ET APPX APPROXIMATE CONTRACTOR 5HALL,A5 PART OF THE ROADWAY IMPROVEMENT FORTH BY THE GOVERNING AGENCY IN PREPARATION OF 517E SPECIFIC TRAFFIC CONTROL CB CATCH BA51N CON5TRUCTION C05T,RETAIN A UCEN5EO PROFESSIONAL LAND 5URVEYOR PLAN5. THE CONTRACTOR 51HALL PREPARE AND SUBMIT TRAFFIC CONTROL PLAN5 BEYOND CDF CONTROLLED DENSITY FILL TO OBTAIN CORNER REMOVAL PERMIT5 FROM THE DEPARTMENT OF NATURAL WHAT 15 INCLUDED IN TH15 CON5TRUCTION PLAN 5ET FOR REVIEW AND APPROVAL BY THE CL CENTERLINE RE50URCE5 PRIOR TO C0145TRUCTION FOR ALL MONUMENT5 WHICH MAY GOVERNING AGENCY PRIOR TO WORK. NO WORK 5HALL COMMENCE UNTIL ALL APPROVED DI DUCTILE IRON BE 015TURBED OR DE5TROYED BY CON5TRUCTION AND TO REPLACE OR TRAFFIC CONTROL 15 IN PLACE. WORK 5HALL BE 5U5PENDED IF TRAFFIC CONTROL FAIL5 TO FL FLOWLINE REFERENCE 5AID MONUMENTS AFTER CONSTRUCTION IN ACCORDANCE WITH MEET MINIMUM REQUIREMENTS. ELEV ELEVATION a R.C.W.58.24.040(8) EOP EDGE OF PAVEMENT TRAFFIC CONTROL MUST BE MAINTAINED 24 hOUR5 A DAY,7 DAY5 A WEEK WHILE IN U5E. EX EX15TING FIG FINISHED GRADE PRIOR TO WORK,CONTRACTOR 5HALL PROVIDE THE NAME AND PHONE NUMBER PC POINT OF CURVATURE m OF THE 24 HOUR TRAFFIC CONTROL CONTACT PER50N TO THE PERMITTING PCC POINT OF CONCENTRIC CURVATURE AGENCIE5 AND PROJECT ENGINEER. PT POINT OF TANGENCY - w PVI POINT OF VERTICAL CURVATURE o EXISTING UTILITY AND POTHOLES R RADIUS = A5 FIR5T ORDER OF WORK CONTRACTOR SHALL POTHOLE EXISTING UTILITIES AND RAV RIGHT OF WAY - D FIELD LOCATE IN ALL AREA5 OF POTENTIAL IMPACT WITH NEW IMPROVEMENTS. 5D 5TORM DRAINAGE IF A CONFLICT IS IDENTIFIED NOTIFY THE ENGINEER IMMEDIATELY. MATERIAL SUBMITTALS 5TA STATION TYP TYPICAL ER g34,. FOR ALL WORK,MATERIAL 5UBMITTAL5 5HALL BE REQUIRED FOR ALL MATERIAL5 NEEDED TO VC VERTICAL CURVE ��< CON5TRUCT THIS PROJECT.A MATERIAL5 5UBMITTAL OF VENDOR CUT 5HEET5 5HALL BE SUBMITTED IN TRIPLICATE TO THE ENGINEER FOR APPROVAL PRIOR TO CON5TRUCTION. g , = ELECTRONIC 5UBMITTAL5 WILL ONLY BE ACCEPTED UPON APPROVAL OF THE PROJECT _ STORM SYSTEM CLEANUP ENGINEER. f fAm ALL 5TORM DRAINAGE 5TRUCTURE5 AND PIPE5 WITHIN PROJECT UMIT5 OF D15TURBANCE 5HALL BE THOROUGHLY CLEANED BY JETTING AND VACUUMING TO THE 5AT15FACTION OF THE CITY AND/OR PROJECT ENGINEER PRIOR TO PROJECT COMPLETION. FINAL SOIL STABILIZATION NOTE HYDR05EED AND FERTILIZE ALL DISTURBED AREA5 UNLE55 OTHERWI5E NOTED ON THE PLAN5.5EE PROJECT 5PECIFICATION5 FOR SEED AND FERTILIZER REQUIREMENT5.THE GENERAL STREET CONSTRUCTION NOTES: E CONTRACTOR 15 RE5PON51BLE FOR PROVIDING,AT THEIR EXPEN5E,ANY TEMPORARY WATERING 5Y5TEM5 NEEDED TO E5TABU5H 5EED GERMINATION AND PROVIDE 5UB5TANTIAL I. ALL ROADWAY CON5TRUCTION 5HALL CONFORM TO THE SPECIFICATIONS 803^s GROWTH AND 5TABILIZATION. IN THE 2016 EDITION OF THE W51DOT 5TANDARD SPECIFICATIONS FOR ROAD,BRIDGE 4 MUNICIPAL CON5TRUCTION,AMENDMENT5 AND 5TANDARID DRAWING5,AND MUTCD UNLE55 AMENDED IN THE PROJECT SPECIFICATIONS. 2. ALL CURB AND GUTTER,5TREET GRADE5,51DEWALK GRADES,AND ANY o a'o OTHER VERTICAL AND/OR HORIZONTAL ALIGNMENT 5HALL BE 5TAKED BY AN o c r ENGINEERING OR 5URVEYING FIRM CAPABLE OF PERFORMING 5UCH WORK. J o W 0 CI <�WZa AFTER NEW CURB LINES HAVE BEEN STAKED,THE CONTRACTOR 5HALL w r 20 it IN5PECT PAVEMENT CRO55 SLOPE AND VERIFY THAT EX15TING CONDITIONS z p m CAUTION - NOTICE TO CONTRACTOR AND NEW IMPROVEMENT5 WILL NOT RESULT IN POOR DRAINAGE CONDITIONS (I.E.PONDING.) THE CONTRACTOR 15 TO NOTIFY THE ENGINEER OF RECORD o m THE CONTRACTOR 15 SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF OF ANY DRAINAGE OR CRO55-5LOPE ISSUES,PRIOR TO INSTALLING THE o LID EXISTING UTILITIE5 A5 5HOWN ON THE5E PLAN5 15 BA5ED ON RECORD5 OF THE VARIOU5 IMPROVEMENTS. �o UTILITIE5,AND WHERE P055IBLE,MEA5UREMENT5 TAKEN IN THE FIELD.THE INFORMATION 15 NOT TO BE RELIED ON A5 BEING EXACT OR COMPLETE.THE CONTRACTOR MU5T CALL THE 3. WHERE NEW A5PHALT JOIN5 EX15TING,THE EX15TING ASPHALT 511ALL BE CUT N APPROPRIATE UTILITY COMPANY AT LEA5T 48 HOUR5 BEFORE ANY EXCAVATION TO REQUE5T TO A NEAT VERTICAL EDGE AND TACKED WITH A5PHALT EMULSION TYPE O EXACT FIELD LOCATION OF UTILITIES.IT 5HALL BE THE RE5PON51BILITY OF THE CONTRACTOR C55-1 IN ACCORDANCE WITH THE 5TANDARD 5PECIFICATION5. THE NEW O a 8 _ 0 TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH ASPHALT 5HALL BE FEATHERED BACK OVER EXISTING TO PROVIDE FORA z tJ O THE PROP05ED IMPROVEMENTS ON THE PLAN5. 5EAL AT THE 5AW CUT LOCATION AND THE JOINT 5EALED WITH GRADE AR-4000W PAVING A5PHALT. IF ISOLATED DEPRE5510N5 ARE NOTED ADJACENT TO 5AWCUT AREAS,LIMITS OF PAVEMENT REMOVAL(AND } REPLACEMENT)5HALL BE INCREA5ED A5 REQUIRED TO PROVIDE 5MOOTH PAVEMENT TRANSITIONS AND TO ELIMINATE PAVEMENT IRREGULARITIE5,ALL H W A5 PART OF THE BA5E BID. Q Q 4. COMPACTION OF 5UBGRADE,ROCK,AND A5PHALT 5HALL BE IN Of Q w ACCORDANCE WITH W5DOT 2016 5PECIFICATION5. Q J 5. 5EE W5DOT AND PROJECT 5PECIFICATION5 FOR TESTING AND 5AMPLING LLLL� � FREQUENCIES. � wo 6. CONTRACTOR 5HALL COORDINATE A PRE-CON5TRUCTION MEETING PRIOR TO CD d � BEGINNING CON5TRUCTION. Z w QUO Q ~9 O N Z z W U _ > RECORD DRAWING �O o� Z .g TH15 RECORD DRAWING WA5 PREPARED BY KPFF U(D 5 CON5ULTING ENGINEER5 ON NOV.It.201 G BASED ON Z 4 INFORMATION PROVIDED BY THE CONTRACTOR AND >_ tu _ V15UAL DB5ERVATION. TH15 DRAWING CONTAIN5 THE 5TANDARD AND CUSTOMARY LEVEL OF DETAIL. ALL LLJ T) }43W5 INFORMATION WA5 NOT INDEPENDENTLY FIELD VERIFIED. Y APPROVED FOR CONSTRUCTION DRAWING BY: DAM C1.2 DEVELOPMENT REVIEW ENGINEER G APPROVAL FxPIRe9. SHEET 3 OF 27 SECTION 2 & 11, TOWNSHIP 20 NORTH, RANGE 4 WEST, W.M. MASON COUNTY, WASHINGTON d A-LINE/LINE TABLE B-LINE/LINE TABLE LINE LENGTH BEARING LINE LENGTH BEARING L1 1,373.G8' 52.8.191V Lt 224.091 556.49VT L2 1 1,811.31' 52'9'231W o 0 B-LINE CURVE TABLE D-LINE/LINE TABLE L+ 332.77 N74.44'3E CURVE DELTA LENGTH RADIUS LINE LENGTH BEARING 0 d V Lt, 935.23' N40.14'29VV 16.34.31' 173.58' 60d L77 268.06' N73.44'3'E L12 60.49' N26'656'E 58'58'23' 334.51 325' L1B 37.2V 54r2d66[ L13 .29' NI.36'35R 20s.29 C-LINE/TABLE D-LINE CURVE TABLE L1a zo 587�Gne LINE LENGTH BEARING CURVE DELTA LENGTH RADIUS A-LINE CURVE TABLE 357.8G 536*21'24'W 62.55'1' 214.13' 19V CURVE DELTA LENGTH RADIUS C-LINE CURVE TABLE ® 44.30'18' 97.10' Izs c, 90'4'19' 1,102.01' 701' CURVE DELTA LENGTH RADIUS E-LINE/LINE TABLE a ®1 57.5'47' 249.13' 25d o ® 34'23G 160.04, 300' LINE LENGTH BEARING C1 114'S8'32• 600.00' 299' ® 38'12'39' 333.45' Sod L19 1054.21' N2*CaOOE m ®+ 41.3957' 436.32' GOD L20 148.47 N40'000M C, 24%1'29' 172.38' 40d KPFF CONTROL POINT < 5ET MAG 4 NAIL o ®1 24.3d22' 106.93' 25d N:708,889,73 ALINE 5TA:28+15.15.12'RT A-UNE STA:29+90.64,10 RT- - C1 90'27'25• 315.75 20(7 If:980,699.23 A-LINE B•UNE 5 N:707,13G.32 D-LINE 5TA:I GG+I G.49 - 980,587.34 N:706,960.95 E: --""-" 10+00 11+00 12+00 13+00 1�+00+00 1 15+ + 16+00 1-17+00 L' 18++00 �19 i00 I 20}+00i00 +Oµ�-,,,,23+00 24+00 25+00 26+00 27+00 +00 29+00 + w 'ER�� 00 B} , ------- - ---------- ---------------------'-'------ ---- ---- x 00 +—h7 P,,'J� ' 1#� A-UNE 5TA 22+48.44,12'RT12* ""'--"- C-UNE 5TA:140+00.00 =>< " x N:707.702.62 E:980,GO8.62 � iy. G+1 � ;;�*�j/L, pp* C-LINE ' oo KPFF CONTROLNAIIL D-LINE ' �€ N:707,493.26 ,.y'h` B-LINE�'•..'�`�'''• J / E:980,283.29 '--"- tic 's, j� °83 00 A-LINE 5TA:I I I+26.76 G��yv. x 1r ': "Q7 k LLJ W DODO 8V B-UNE 5TA;150+00.00 x Cn O w O N N:707,657.74 KFFF CONTROL POINT ; Q L17, 5ET MAG 4 NAIL q U K F y O O y _---------------------------------------------------_-------------------------------------------- ____ E:980,123.29 N:707,158.08 Yx \ ', Z LU U w $ E:980.297.22 O m A-LINE _ TRACK BEGIN 5TA:0+00 ' 8 END 5TA:137+91.92 0 n o N " / ; N:709,654.40 -, \/�/ ` Q FF ENTRANCE K O ! ; -,-'- A UNE 5T A•103+79 24 ------------------------------ r- CLINESTA:1 ---------------____ D UNCsrA:160+0 0.o o0 p1,L1�J\ a - ZwO_ U)U c) ! T cP` o} Q J o LLJ LU w s i8l / O+ t L+ - - - - - - - - � �1 C�7 QQ z_ Z i Za O W o U - ------------- —_------------- ---------- --------------- a-x' l0 200 ELINE �\ SCALE W = - ------ - 3a I 3+00 4 7+00 8+00 9+00 0 OJ KPFF CONTROL POINT RECORD DRAWING ' PO T Q O Z KPFF CONTROL IN a HUB.MAG 4 NAIL % �______________________________ ________________________________. HUB.MAG4NAIL i� BA515 OF BEARING ~ Z O/ _________ /J N:709.636.19 / � ,- ,�+ - L -,_� �—I• 1 -' N:708,649.89 / \'� CONSULT NGENGIN[IERS ON NOV,11.2016 BASED ON WASHINGTON STATE PLANE U Z Y E:979.606.40 J3Z+pD_-___131+00__-__130'±-00-�-'T_Igy+QQ-----12Q±Q0_____127+0O�2�t E:979.586.39J I NFORMATION PROVIDED BY THE CONTRACTOR AND OORDINATE SYSTEM 02 W C O_ #� V15UAL OBSERVATION. TH15 DRAWING CONTAINS THE 83191 SOUTH ZONE 4602, - ________-- X — 5TANDARD AND CU5TOMARY LEVEL OF DETAIL. ALL VERTICAL DATUM PER NTRIP WASHINGTON W(n In O A-LINE NAVD W 5TATE GP5 NETWORK A-UNE 5TA:133+45 INFORMATION WA5 NOT INDEPENDENTLY FIELD VERIFIED. Q 2 r E•UNE BEGM STA.0+00 J,�4+OQ-----!� +QQ _--- N:709,620.23 E:979,G4G.09 APPROVED POR CONSTIWCTION DRAWING 9Y: Cm C1.3 DEVELOPMENT REVICW EWAI CR APPROVAL MMU5: 5r,EET 7 OF 27 SECTION 2 & 11, TOWNSHIP 20 NORTH, RANGE 4 WEST, W.M. MASON COUNTY, WASHINGTON A-LINE/LINE TABLE A-LINE CURVE TABLE LINE LENGTH BEARING CURVE DELTA LENGTH RADIUS L3 127.92' NY23'22'E ® 5452'47' 957.83' 1,000' z d L4 428.47 N75.2T27L` O 25'I B'19' 353.33' 800' O o :n 5 LS 302.2 V 575.417YV O 100°253' 61 1.16' 35a O • L8 131.97 N66•12'572 O 73°4'6' 255.06' 200' � L7 24.00 N 15.3043'E O 179'46'20' 470.GW 150F l8 68.10' 538.2'G9V C7 102.28'11' 223.55' 125' • L9 271.26' N 17'36I WE O 68°3'39' 207.W 175' C9 5(.3W15' 529.92' GOO ®t I I7.2T2T 153.75' 75' �F i---F- I- + -I- �F - •-r -1-A-LINE ---- -- ----�'�• ® 40•T10" 160.05, 23a ------------------ --------------------- ---------------------- ---- --- - ---- - - - ____-_-' 3550'19' 156.3& 25a 39031+00 32+00 33+00 ❑ 34+00 35+00 36+00 37+00 36+ 40+00 41+00 42+00 �3+0 1205259• 164.56 78' 4- I— +_ — —I + ao�+—' ---_~.. 9g f ®1 5T5'4T 249.13' 25a m _ a \ O ER Vdd + i� BE � f l I-PT IN SAILoo KPFF CONTROL POINT a HUB,5,G t NAIL c E:980,0077.51 E E n KPFF CONTROL POINT HUB,MAG t NAIL C8 '83 NY W I N:706,492.56 0) Z E:979,997.07 f !T '`?Q �+'` KPFF CONTROL POINT ~ \\{jv}yam� HUB,MAG t NAIL G3) �N:704.790.97 z=i� n J E:979,910.79 p zOz p N, \ N U KPFF CONTROL POINT //�,9;' __B) KPFF CONTROL POINT }/ '$x fix', U w z a o Y HUB,MAG t NAIL �� HUB.MAG t NAIL //r ,, I p'y W Q o N:706,727.04 E:979,871.92 E.979.932.62 J �, x J +, L4 o G N - KPFF CONTROL POINT HUB,WAG t NAIL xk r•, N:706.400.75 t k E:979,612.98 N x 8' LU �+ z LU « 9>+ \{S KPFF CONTROL POINT C4l�: Q Ll1 O _Gb L9 + --I` t KPFF CONTROL POINT \ �' HUB,MAC t NAIL HUB,MAG 4 NAIL X y N:705,515.43 LLJ w LL SB N:706,122.54 E:979,434.89 `., ✓ o+ J E:979,491.43 k 7 ---�« f C5 r_ __z mac- Z d O L.'' O V 4?t I 9-t'��' KPFF CONTROL POINT -�_ L3- - - 6�- �� >Ui O V U HUB,MAG t NAIL f -______62±OQ___---6J IQO-------- KPFP CONTROL POINT N:705,841.66 HUB,MAG t NAIL a Q = J E:979,417.38 N:704,961.31 t00 200 d< Z " A-LINE E:979,370.34 _ LU U) _ Q `s SCALE >Z F-- p RECORDNDRAWINGF o� o c/) O BT515 OF BEARING WASHINGTON STATE PLANE U N WAS PREPARED BY CONSULTING ENGINEERS ON NOV.1 I.2016 BASED ON COORDINATE SYSTEM,NAD 83l91 SOUTH ZONE 4602, �O Z J LL .g INFORMATION PROVIDED BY THE CONTRACTOR AND w VISUAL OBSERVATION. THIS DRAWING CONTAINS THE VERTICAL DATUM PER NTRIP WASHINGTON W Ln O STANDARD AND CUSTOMARY LEVEL OF DETAIL. ALL NAVD 88 STATE CPS NETWORK < INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. APPROVED FOR CONSTRUCTION DRAWING BY: DATE: C1.4 mmormeW"view[NCANfER AMOVAL EXMRE5: SHEET 8 OF 27 ltei SECTION 2 & 11, TOWNSHIP 20 NORTH, RANGE 4 WEST, W.M. MASON COUNTY, WASHINGTON 5TA: 11+00.39'LT END TAPER PRE5ERVE t PROTECT EX FENCE m 5TA:10+50 9 i 5AWCUT am z BEGIN 5HOULDER WIDENING AT EX EOP -- x0 u x x -- - x o 0 MATCH EX15TING 50' �j B ---- 5 TAPER C2.8 - F—- 0 uu I PROPERTY LINE - m i - + 1 4 MILL/FILL TO EX15TING EDGE LINE OYP) C2.8 ___._" ------------------ __________________ _ _ ________ --------------- ____ ....... _ ia EX15TING STRUCTURE TO REMAIN 3 Cu- RE-GRADE TIRE RUTTING ALONG SHOULDER WITH � m EX15TING SHOULDER TO REMAIN NATIVE 501L.GRADE TO EX15TING 5TRUCTURE5. HYDR05EED AND FERTILIZE w o a 0 ER,,L r y N 'Ail o o LLJ T/ :e 2 W(8 QC7 W ZKOo U YO W Q C C LL O om re 3: 0 8 o T 0 d v MATCHLIN E O SEE DWG C2.3 -d z {—Lu m Q �- co U d �Q w Q_J 0 Z 0-O a Q ADDITIVE ALTERNATE BID NO. 1 If- >w o Lu END ADDITIONAL ASPHALT MILL & 0 50 100 Q FILL REPAIR A-LINE STA 0+50.00 w SCALE EXISTING LEGEND PROPOSED LEGEND z Q 0 _ RECORD DRAWING o° z --- 5AWCUT R BA515 OF BEARING BUILDING TH15 RECORD DRAWING WA5 PREPARED BY KPFF / - U O --- tLVJ / a - WA5HINGTON 5TATE PLANE U --EDGE OF PAVEMENT ASPHALT PAVEMENT MILL/FILL(SEE CRO55 SECTION A NFORMATIONEPROVID D BY T NGINEER5 ON O CONTRACTOR AND COORDINATE ON COORDINATE 5Y5TEM,NAD O Z w �y 5HEET C2.8) 83/91 SOUTH ZONE 4602, > V15UAL OBSERVATION. TH15 DRAWING CONTAINS THE VERTICAL DATUM PER NTRIP WA5HINGTON W n 0 XXX CONTOUR STANDARD AND CU5TOMARY LEVEL OF DETAIL. ALL NAVE)88 STATE GP5 NETWORK FULL DEPTH A5PHALT PAVEMENT(5EE CRO55 5ECTION B INFORMATION WA5 NOT INDEPENDENTLY FIELD VERIFIED. >Q z 8 DITCH \ \\\\\\\ 5HEET C2.8) )-------<CULVERT APPROVED FOR CON5TRUCTION DRAWING BY: DATE: C2.0 DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES 5FIEET 9 OF 27 SECTION 2 & 11, TOWNSHIP 20 NORTH, RANGE 4 WEST, W.M. MASON COUNTY, WASHINGTON PRESERVE 4 PROTECT EX FENCE PROPERTY LINE O z • -12" CMP CULVERT Ge 5TA:22+00.391 LT ., 22+50 o N 5AWCLR(iYP) IE = 297.91 z BEGIN TAPER CND SHOULDER WIDENING AT EX EDP O Q 9 Z MATCH EXISTING Y a x -.._..._x___......N o......__...._._..............-.___._\...`...� —x __x__ = A / MILL/\LLO EXISTING EDGE LINE O)T) u 49.9886GS, C2.8 TAPER / ______________ dY 6+ + I 21 f 3+ + I + v /t \ ----- ---------------------------- ------------------------' ---------- --'----- ------ . .-_-------- ---- - - - -_-------- ---- ------'- - -- ----- --- - ------ --- ------- ----------- ------- -f— EX16xING BUILDING - TO REMAIN RE-GRADE TIRE RUTTING ALONG SHOULDER WITH NATIVE SOIL.GRADE TO EXISTING STRUCTURES, m HYDROSEED AND FERTILIZE EXISTING STRUCTURE TO REMAIN 12" CMP CULVERT EXISTING STRUCTURE TO REMAIN w IE = 297,62 - p 9 _ MILL/FILL TO EXI5TING EDGE LINE(1YP) i z 0 8 ER b U ;T 0 g, LU W ogY`t� I U w l all W Z + Z EX PAVEMENT BASE J UNDER DRAIN SYSTEM _ PROTECT F PRESERVE ,1 (� a Q tr ` o v , On �. OO O} �'."IKO W C,JN OIliY0Oo UCH—O W 8 C LL o�Dw ' - -- -------- --- - - -- ------ --- --------- 1 0 00 o d O 0 0 0 Z � Zuu O Q ~W J c¢n C) F MATCHLINE-SEE DWG C2.2 Q J o Z Wp W a n Y �� o Q Z --�Z-� Q P 0, cw EXISTING LEGEND PROPOSED LEGEND 0 50 100 W SCALE 1 BUILDING ———————— 5AWCUT Z O RECORD DRAWING of ------------------EDGE OF PAVEMENT ASPHALT PAVEMENT MILL/FILL(SEE CROSS SECTION A ❑OZ U SHEET C2.8) TH15 RECORD DRAWING WAS PREPARED BY KPFF BA515 OF BEARING O U S XXX CONTOUR CONSULTING ENGINEERS ON I I. ACT B ,WASHINGTON STATE PLANE BASED ON COORDINATE 5Y5TEM NAD O Z t INFORMATION PROVIDED BY THEHE CONTRACTOR AND W — �— —DITCH 1F.� \� \�E SHEEETTLL DEPTH ASPHALTPAVEMENT(SEE CRO55 SECTION 8 VISUAL OBSERVATION. THIS DRAWING CONTAINS THE VERTICAL DATUM BI SOUTH WASHINGTON W U)+ � STANDARD AND CUSTOMARY LEVEL OF DETA L. ALL O \ PER NT NAVD 88 STATE GPS NETWORK � 'CULVERT INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. >Q Z ArPRoveO FOR COra9TRUCfION DRAWING R BY: DATE: DEVELOPMENT REVIEW ENGINEER C2.1 G APPROVAL EXPIRES: SHEET 10 OF 27 SECTION 2 & 11, TOWNSHIP 20 NORTH, RANGE 4 WEST, W.M. MASON COUNTY, WASHINGTON MATCHLINE-SEE DWG C2.1 O N { a� u r i \ 3 a s 3 m ER aaaNf /. w �( J x �_" J _ e / E Q ADDITIVE ALTERNATE BID NO. 1 a BEGIN ADDITIONAL ASPHALT MILL & FILL 'ss3 s • 3`"d o3 x REPAIR A-LINE STA 119+50.00 A C2.8 Z Y n is p�0� vu'i ZW�N UWQ'y0 c goo W 1 I x I 7 0 3 m m FF u�1 u 3 U O N Q o- c p O MILL/FILL TO EXI5TING EDGE LINE 0YP) � z � O _ CDs o u U O 2 O z --W Q Q0 Q cf)Q �_j I Z Q —LLJ \ Q (D< n_ Z_ 5 w O w o so too z SCALE w U) _ EXISTING LEGEND PROPOSED LEGEND �0 OU RECORD DRAWING -------------------EDGE OF PAVEMENT ~ Z @A515 OF BEARING 5AWCUi THIS RECORD DRAWING WAS PREPARED BY KPFF WA5HINGTON 5TATE PLANE U U O T NFORMATIIONEPROVID D BY THE CONTRACTOR DON W �• X)O( CONTOUR ASPHALT PAVEMENT MILL/FILL(5EE CRO55 SECTION C COORDINATE SYSTEM.NAD O Z lu �y _DITCH 5HEET C2.8) VISUAL OBSERVATION. TH15 DRAWING CONTAIN5 THE 8N91`SOUTH ZONE 4GO2. W_ = 0 �— VERTICAL DATUM PER NTRIP WA5HINGTON W lf) O 5TANDARD AND CU5TOMARY LEVEL OF DETAIL. ALL NAVD 88 5TATE GP5 NETWORK CULVERT INFORMATION WA5 NOT INDEPENDENTLY FIELD VERIFIED. < Z 8 AFPRovEo FOR coNSTwcrloN I DRAWING BY: DATE: C2.2 DEVELOPMENT REVIEW ENWNEER A OVKFXRIRE5: SPIFFY I I OF 27 SECTION 2 & 11, TOWNSHIP 20 NORTH, RANGE 4 WEST, W.M. MASON COUNTY, WASHINGTON MATCHLINE-SEE DWG C2.0 IE 18- CkiP CULVERT = 281, O I EXISTING DITCH TO REMAIN > rX15TING CULVERT TO REMAIN 0 u - -- --- - I f EXISTING SKID PAN - - -------------------- .... ------ - - --------- ----------- ----- ----------------------------- ------- - -------- ------ -------- --- VERT ------- - ----- w AFPKO)4 EXISTING TIkEEUNt� WET POND SEE SHEET C2.3113 FOR 0 STORM IMPROVEMENTS I INFILTRATION POND f.R 3. I ; I 'h � _ � 1 ' I I I I � � �t�Q�1 � - CN I I I I � I I 1 / 4 _ ING DITC To REMAIN / I !) �\ \ I I I i 'E Lij -11 Lu co CULVERT IE 2 E 2 5� ` , O LLJ ?: z Z) m 0 LLI — C)R o 0 /tea a a a Ll 5 TING.5CATC =N EX15T ING CULVERTS TO REMAIN �SrINTCI REM 0 0 -------------- ---------------- C)EXISTING ------- ------- (L MILL/FILL TOi z CD EDGE LINE(YP) + + SEE SHEET C2.3A FOR FOR SKILLS -------- ------ ----------- COURSE PLAN & PROFILE z CULVERT IE 284.55 RIM = 2J7-34— IILu IE 12- CMP N = 283-98— C-D2. -- ----- PROPERTY LINE ---- 4- U) < + < Z w > < o < ----- -- ----- -W-1— 5;w Lu EXISTING LEGEND PROPOSED LEGEND <�- U) 0 50 100 < ADDITIVE ALTERNATE BID NO. 1 DITCH SCALE LLJ U) DITCH z 0 ADDITIONAL ASPHALT MILL & FILL REPAIR - ------------------------ EDGE OF PAVEMENT C)0 )O(X— CONTOUR ———————— 5AWCUT RECORD DRAWING BA515 OF BEARING 0 CULVERT A51`11ALT PAVEMENT MILLFILL(5EE CRO55 SECTION (D c) D SHEET THIS RECORD DRAWING WA5 PREPARED BY KPFF CONSULTING ENGINEER5 ON NOV.1 I.2016 BA5ED ON WASHINGTON STATE PLANE -)0 Z C2.8) INFORMATION PROVIDED BY THE CONTRACTOR AND COORDINATE 5Y5TEM,NAD 0 83/91 SOUTH ZONE 4602, >EE ILI 7 VERTICAL DATUM PER INTRIP WA511INGTON W LT) REMOVE EX15TING ASPHALT,COMPACT EXISTING BASE TO VISUAL OBSERVATION. THIS DRAWING CONTAINS THE Im 5PEC5,ADD C5TC TO DE51GN GRADE STANDARD AND CUSTOMARY LEVEL OF DETAIL. ALL NAVD 55 STATE GP5 NETWORK 0 INFORMATION WA5 NOT INDEPENDENTLY FIELD VERIFIED < z ID(CAVATE MR NEW ROAD SECTION:IN5TALL pliF J� FULL DEPTH PAVEMENT SECTION A5PHALT OVERLAY APPROVED FOR C015TRI.CnCk DRAWING BY: DATE: C2.3 DEVELOPMENT REVIEW ENGINEER APPROVAL EXPIRES; 5111EET 12 Of 27 II • r • '.r •" mac` —— �...-m--�-�� _._ � _ - �—�®�� _ • ��_r __ �� rt�� ,• .rr �r ,1��'1 ��lT��l;-' cc��,�s.��l�s csral==�- r� ��-1 ��j��Y!`�r�^�,�,- �-t�e►.�� / ��'`� I� Dom SOME �� Bs��1'G��". �`.�;�3�r��'r?.��' ��`�►i��tJn��r��ffi`�3.��r� . 1 , --------wl..—mlR-------mmmp------------------------mmmmm�—p----------------------------p---------mmmm��------------------------ . • son !!!!!!!l��y��!!!!lliiiiiiiiiliG!!i!!!!i■!!lElGGiIE!!!!G!■'iiGGG!!!G i!!■!llii!!'■liiiiiiiiiGiiliGiiiiiiilE!!!G!G � GilGilG� '��ill7iiiiiiiiliiiiiiiii:Gii3iilliiiG!!!!!G!G!!!G■!Gi!lliiiii liipiiii_!lliiGiii!!!!!!!ii!!illiiG=lii=!!G - -------------1ills—N------p---p---p-----------------------------------------p---p-----1--------ala■ ------------------ 1.f•V--- GiiliiiiiiiiGi6iGi�iGGiiiiiiiiiiiiiii!!ii!!!!!!!i!!!!!GG!!G!lIGG!!!!liiiiGGiii!!!!mm!!E!!!lii��iiiililili!!!!B!G!!! ��iiG a,.ME :��_==9® �=� l=l�G!!G!!!li�� G��!!E!!!E!li�i��! : ��oil -- _ -------------C/IYaC.Nil----_------ ----------------------- Ftl'll- - -------------L-.illml�l�mmmmmmmmmmpmmmmmmmmpmmmmmmmmmmmmmmmmR'Rq-'SR11I?�7.TIAItCET--p_------llp--------p_---------LJ[A------------------ YiGI--- I -mmmNmmmmpmL If'i+�mmmmmmmmmm��—!!_■!!-m■mm—N ! --------11�•�7.'7.:•�I��'i�1�•-'.•Ml�lmm�l--mm!llm�---p—l-Nl----!!!-r��7----!!-!!—!! ■mm�N--- ■■ • C�■-l— r • • • •• =■■mmm■mmm■m■ :_�1 !■■■mmmm■■mmm■■■■■mmm®m■■■m!■ ■®■■®■ maiim®im■: ■■■■mmmmmmmm■m■■■■■■■■mmma�■mm■■■■■■■■■■■m■■ , GG!!:!!llGi9G �Gi!!Ei!!!!E!!!! !!!E!!ii lliwmma■®®!■■■■■■m■■m■■limr. 6!!!!i!!!i!!!ii!!!!i!!_ liilii mmmmmmmmmmmm■■:a■■■■■■■■■■■■■■m■■■■mmmmmmmm■_mm: r-smmmm■m■■m■■mmmmm=■m■■■ ,■■mm■m■mmmm■■mmmmmmmmmmmmmammmmmmmmm■■■_■■■--_p■■■mmmm■■----- m:■ -------1 ils!_■■■ --------------Ismm mmmmmmpmmmmmmmmpmmmmmmmmpmm.Ci't®----1--------------llGSd■!!—p_----------1---------■■!lll— !m !!! —mmmmmmmmmmmmmism—mmmmmm■m!i•-1Fi-71'R—i�1—T�7mm----mmmm p—m CiWm—mm—mmm--mmmm--mmmm mR�79■mmmNmmmpmm—m---m--mpm—.■mmm—m—mm—mm m— mm—pm—mmIll s m—m ■■■■■■■mm■■mml®■■m■mmmm■��'E�R9F�csh�l3!sum■mm■m=mm!■■■■iE ■■■■■■■m■■m===■■®■G■�.1MEMOR�E00=S 3-mmmmm■■■:C■■■■■■■■■■■�s !Imm■m■m■■■i®!■■■ pm�.mpmm---mmmpmmmmmmpmmm—�[�n re.mmmmmm--mmmmmm■r."�—mm—mmmm-mmpmmmp---rme.--mpmmmm—mmm—m--a----m—mummm—mmmmm�ammN---��_1---- ■■mm:m======,:• mm■===_m■■mm=m _mm=mmommm===e■m s ■mmr�mmm=====m�: mm .axe_---_--,mmm■I, m�mm�m�m�mm■mmm mmmmmmm - .• my=mm m��mmm�m—mmmm—mmmmmmpmm-m—mm--mm— ■■■mmQ��m■mmm■mm■====■■�smm�■■■��a=■ mm:�s=m�mmm=mmsa===m::s�s9��■■�m�■■■®■■■ m�mmomeeCm■■■mmmmmmm■■■■■■m■■■■■■■:■■m■■m■■m■m !E!G' °' i!!lGlGGiiiG!!lili GGG � iii-miiih!!i01 Z12333�m GlEiii!!!lli ii! !iE � �i!!!ii!!llGGGGiGiii!liIGGGGiiiii!!!!E!! =ii ilii=mi!li�ilG■aG Giii �f � onalmommus !liiiliiiiiii■Eii :• pmmmmmmrammp•-rYm -�1—.,1--mmlwcYmm—rwr.:�mm1•.rnmm—r�l�mmmwrrnmm—err--�r..v---^Ir.+--mlr:.rmmmwlnmlm�.�mmm.nr:Immmmmm--rndmmmw—idm�■w—im—,Immm1—wr—.ti�m■r—wr-rnamwr-nmmm- ;, � ■fimm■■5d■m ■■�',� � ■■�E�■■GaG�m■�:o■■ rev.■m■�G3■■■�F7mmm��■■■�a3■ 5d ■:�5�mmm'tl�■■■�i�O■■�:d■■■�l i■■■�16��■:��d■■■m ! !EGG Gi ilE l Ei 3f iG ili li "MIS W1111113WISIMMIN i �i iE liii !l=- !!l iiE�lili�3 ii iGii_ 1 [ ■ r � . � SIN 1 • • SECTION 2 & 11, TOWNSHIP 20 NORTH, RANGE 4 WEST, W.M. STORM DRAINAGE NOTES: MASON COUNTY WASHINGTON CENTER OF POND � , AccEssROAD POND EMBANKMENT AND LINER N:709,1 12.91 \ I FIN SHED GRADE FOND BOTTOM THE SHALL E 5 STABILIZED MINIMUM OF PROTEETRATION E:980,102.66 ..........---------.--------------- _________-•.__. __.______..__.....___- POND FROM CONSTRUCTION SEDIMENT. POND MAY BE USED AS A TEMPORARY SEDIMENT POND DURING CON5TRUCTION.SEE EW510N CONTROL PLANS. 18'CMP CULVERT ---� - 2. FILL REQUIRED FOR POND EMBANKMENT SHALL BE FREE OF LOOSE SURFACE SOIL TO REMAIN�' -- MATERIAL,AND ALL DELETERIOUS DEBRIS. O__-___ MATERIALS,ROOTS,OTHER ORGANIC MATE _.._.___._.____.___.-______._ � � _---� _ EXISTING DITCH--------- - _ TO REMAIN 3. CONTRACTOR SHALL TAKE CARE DURING CONSTRUCTION TO AVOID COMPACTING NATIVE > 5UBGRADE IN INFILTRATION POND AREA. 0 PA EMENT 4. THE WET POND CELLS SHALL.BE CONSTRUCTED WITH AN EVENLY PLACED LAYER OF � =o' // INSTALL 20 LF,12'DIA,H E TREATMENT LINER 501L ON THE FOND BOTTOM AND SIDES UP TO THE ELEVATION OF THE o --_-- / RE-GRADE EX15TING O EMERGENCY OVERFLOW ELEVATION. / --CULVERT.MATCH 0.5%NG ITCH __ __ __ _______ EXISTING IB•CULVE99 DITCH TO ED DITCH RAGE W/ u ELEVATIONS.MIN 0.5%5L PE "•"-�- - //// IE:285.99 PROPOSED IATCtI _- - i 5. THE LOW PERMEABILITY LINER SHALL CON515T OF A 1-FOOT THICK LAYER(COMPACTED) ARMOR OUTFALL w�---- \ - /2.00 OF SOIL MEETING THE FOLLOWING CRITERIA: / W/RIP RAP. W----- ---�� \ 4CCE5 Df pO / 5HALL BE CLAY COMPACTED TO 95%MINIMUM DRY DEN51TY MODIFIED PROCTER `--- 290� (8 CY) �_� '�� 0•g S No _ _ w PROP05ED CONVEYANCE DITCH. pE�ANp, � / fASTM D-4551) /---- 4.d BOTTOM WIDTH W/3:1 510E Cc� SLOPE SLOPE @ 2.0% OO /••�CPp / SITE CLEARING APPROXIMATE LOCATION OF IX 9CLATIVIED WATER CROSSING. 1 W CONTRACTOR TO RIFY SIZE,DEPTH t LOCATION L I. CLEAR AND GRUB AREA OF D15TUR13ANCE FOR STORM DRAINAGE FACIUTIE5. THE TOP 8' FF d y - \ OUTFALL TO POND. O / OF TOP501L FROM THE DISTURBED AREA SHALL BE STRIPED AND STOCKPILED ON51TE FOR 3 a 289 FILL EXISTING CHANNEL FL ELV:284.d RE-U5E AS TOP501L OR NON-5TURUCTURAL FILL. / - F o N '�! W/EXCAVATED MATERIAL ARMOUR W1 RIP RAP. O 3 u \ 1 L \ \ FACILITY STABILIZATION AND VEGETATIONtin m POND,CONVEYANCE CHANNELS,AND DISTURBED AREAS SHALL BE HYDR05EEDED TO ., 1 / E5TABU5H PERMANENT VEGETATION AFTER FINAL GRADING. SEE B105WALE HYDR05EED o / I / MIX SPECIFICATIONS ON THE ER05ION CONTROL SHEETS. / I " -287- --- INTERNAL POND DIVIDER 286-...-...._..- .... = I -285.284__ _ (1YP) I. A CONCRETE BLOCK WALL SHALL BE INSTALLED AS SHOWN TO DIVIDE THE CELLS OF THE d3V J I - _ EXISTING TREELINE 'ER N FOND. 281 I 2. THE BLOCK WALL SHALL BE ULTRABLOCK WALL OR EQUIVALENT WITH TYPICAL BLOCK pp 88 280 279 I DIMENSIONS OF 2.46W X 4.92E X 2.4611. CONCRETE BLOCK DIVIDER. 1 3. TOP OF WALL ELEVATIONS SHALL BE MAINTAINED AT A CON515TENT ELEVATION ALONG INSTALL 20 LF,12' ; I N \ I NE CORNER OF POND TOP OF WALL:283.Od 1 ND OUTFALL TO POND ENTIRE SECTION PER THE PLAN. THE BOTTOM OF LOWER BLOCK SHALL BE SET A MINIMUM IA,H EX CULVERT. 7:1 WEELL 2) WEELL 1) N:709,391.71 BOTTOM OF WALL:278.08' \ ` Fl ELV:284.0 I OF 3-INCHE5 BELOW POND BOTTOM ELEVATION. �LV1 ATCH IX DITCH ELV (CELL 2) I (CELL I) MIN 0.5%SLOPE ; -- E•979,975.39 BOTTOM ELV:280.00' _ � S HIGH b BOTTOM ELV:279.Od ARMOUR W/RIP RAP. /"-� i" r I 4. BLOCKS SHALL BE SET ON 6-INCH THICK LAYER OF 3/4'MINUS AGGREGATE COMPACTED (17 CY) TO 95%OF A5TM D 1996. a / \\\ 149 _ 5. WATERPROOF GROUT OR APPROVED EQUAL SHALL BE APPLIED TO ALL BLOCK JOINT5 ON ENTER OF FOND - ' ,.., WET POND SIDESONLY. � ACCE55 ROAD / CONTRACTOR TO REMOVE AND XN o N:709,47G 73 Q N I DISPOSE OF EXISTING REFUSE A 0p E:979,937.65 - -- 210'-281- - I WITHIN OMITS OF POND OUTFACE AND SPILLWAY ARMOURING a CONCRETE BLOCK DIVIDER LTYP). CONSTRUCTION .1A/"5 INFILTRATION POND TOP OF WALL:284.5d , I. ROCK QUARRY 5PALL5 SHALL BE INSTALLED AT OUTFALL LOCATIONS AS SHOWN ON THE'QUID�T5 WE POND TO BOTTOM ELV:280.00' \1 CONIC OF WALL:279.5& PLAN TO PROTECT POND AND CONVEYANCE CHANNELS FROM EROSION AND D1551PATE 7:1 t INFII,TXATION POND / 280 , 2 BLOCKS HIGH RUNOFF VELOCITY. ( LOP OF WALL ELV:254.Od - ! I 2. ROCK QUARRY 5FALL-9 SHALL BE PLACED TO A MINIMUM OF: z=> 1 / SW CORNER OF POND O O¢O BOTTOM OF SPILLWAY WALL:279.09\\ / N:709,183.90 \ I FULL WIDTH OF THE CONVEYANCE DITCH BOTTOM AND UP THE 51DE SLOPE OF THE O O} 2 BLOCKS HIGH(USE HALF LENGTH - _- - E:979,889.90, - ro DITCH A MINIMUM OF 2.0 FEET. � 0 w 0 1 BLOCKS AS NECESSARY FOR SPILLWAY) f� , i N II A MINIMUM OP 8.0 FEET LONG. U F Y O O o EXISTING DITCH INSTALL A 2'J\�'0 5'BENTONITE LU¢K, o TO REMAIN I \` ) 280 281 - LAYER ALONG o5gTH SIDES OF 3. THE EMERGENCY SPILLWAY SHALL BE CONSTRUCTED OF ROCK QUARRY 5PAL5 AND z O O m m _ WALL PR)QQR TO CLAY LINER INSTALLED AT THE LOCATION AS SHOWN ON THE PLAN. TOP OF ROCK SHALL BE AT THE 2� O 3 282 283 _ N$ IN5TALLAT�ON I ELEVATION SHOWN ON THE PLANS. - I 285 cm EMERGENCY SPILLWAY. EXISTING LEGEND o FILL D15TING CHANNEL I I ELV:285.0' i II I / I II I o z O Z W/EXCAVATED MATERIAL DITCH OWDTH:12.d;�IXSTINIS ARMOUR WITH QUARRY EDGEOFPAVEMENTPAVEME 5PAL5. (8CY) PROPOSED CONVEYANCE DITCH. } 288- CONDOR 4.0'BOTTOM WIDTH ro W/3:1 SIDE 5LOPq7 2. CULVERT W tO d MIN DEPTH Q ,A SLOPE:O.r% �\ PROPOSED LEGEND U) Z C-1 I II I I N / I\ \ f- DITCH Q_J O Q n I \ \ J �/ )) \ ® POND ACCE55 ROAD Lu a 0.5d C58c o g i I Q \ I EXI5TING CULVERT TO REMAIN. \\ / I \ 285 MAJOR CONTOUR Z Z U I I \ '?65 I \ EXISTING IF:284.84. ARMOUR DITCH EXTEND CULVERT BY 10.0' CONVERGENCE T w Z € / \ EMERGENCY SPILLWAY (WITH UKE MATERIAL). W!QUARRY SPACES(8 CY). I 284 MINOR CONTOUR Q PROPOSED CONVEYANCE DITCH. I.d DEEP V-DITCH W/3:1 SIDE SLOPE ON ROCK RIP RAP Q Z w N l CHANNEL.4.d BOTTOM ,�, ARMOUR WITH QUARRY DITCH FL ELV:285.2 / d If \ EAST SIDE<4:I SLOPE ON WEST SIDE. WIDTH W 3:1 51DE `�'�`�'• \ I LU(n L ` s MATCH EXISTING SLOPE O 0.6% SLOPE SLOPE @ 1.0% (8 CO ^ __f / \ ROADSIDE DITCH SEE CR055 SECTION F SHEET C2.8 -t_-_i �� / >_Z Q _ FL ELV:287.d \ +. Q'O ?� O \ 2B7 2e6 RECORD DRAWING o Z .E 28B I _ TH15 RECORD DRAWING WAS PREPARED BY KPFF /j�� B INGT OF BEARING U(Jr O U) 2B7 _ _ _ _ _ _ _ \ CONSULTING ENGINEERS ON NOV. I I.2016 BASED ON J V✓A,SHINGTON STATE PLANE Z I INFORMATION PROVIDED BY THE CONTRACTOR AND `LJ/ COORDINATE SYSTEM,83191 SOUTH ZONE 460D O- W T_ - V15UAL OBSERVATION. TH15 DRAWING CONTAINS THE VERTICAL DATUM PER NTRIP WASMINGTON W l(1 \\ ....-288 _ „289 - - -- --- - --- --- - - STANDARD AND CUSTOMARY LEVEL OF DETAIL. ALL � ....- 2d� _-. INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. NAVD 88 STATE GP5 NETWORK W APPREO FOR LON5TRUCTION DRAWING ,Q 20 AL BY: DATE: C2.3B DITCH FL ELV:286.I DEVELOPMENT REVIEW ENGINEER G TOP OF CULVERT:285.8 SCALE APPROVAL E%PIRE$: SHEET 14 OF 27 SECTION 2 & 11, TOWNSHIP 20 NORTH, RANGE 4 WEST, W.M. MASON COUNTY, WASHINGTON o � U1 V Y 5TA:28+30 1 0 OVERLAY BEGIN AC 50 STRAIGHT GRADE FIN15HED ELEVATIONS \• C2D.b 36 LP a A/C MILLING r THROUGH MILLING LIMITS 319 SF 5 5 8 UP I LIMITS I 13 LIF 81 LF 171 5F Be LF 123 LF 210 5F�t I 463 5F '---- -----------'-----'--- ----------------' 39 F 5 ` I p o 000 oD , 2 0 °os, 29+00 30+0 --� _ 31+ 32+0D 33+ 34+00 35+0p 36+o0 37+ 38+00 9+ J +00 -, I J 000 0 � o ° p 79 LF a 5,885 5F 5,905 878 SF 276 5F 33 5F 948 SF 33 5F _ 658 5F � 49 LF m 21 LF o a 396 5F - O 41 LF - z N j 195 UP W LU - 5 _ L.LI 'Z IN ZI J _ + \ Q C � you NY � - 3„d«3 \\ 24,875 5F o R o� zO<O JC' C7 W(7 N ' SOUTH COURSE PAVEMENT REPAIR: ' c�>o a(�!e 0 o V o ' PAVEMENT REPAIR AREAS NOTED ON THE PLANS WERE IDENTIFIED BASED UPON FIELD j O m INVESTIGATION BY THE PROJECT ENGINEER DURING DESIGN. PRIOR TO PAVEMENT REPAIR OPERATIONS,CONTRACTOR SHALL FIELD MARK ALL REPAIR AREAS NOTED ON THE PLANS FOR m FIELD VERIFICATIOWIN5PECTION BY THE PROJECT ENGINEER. THE PROJECT ENGINEER WILL o G ((1 EVALUATE REPAIR AREAS AND ADJUST IF NEEDED DUE TO CHANGING 51TE CONDITIONS. CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER 72-HOUR5 PRIOR TO REQUIRED REPAIR N 3 AREA FIELD VERIFICATION. o F. N p `T SOUTH COURSE PAVEMENT CRACK REPAIR(IN REFERENCE TO PLAN SHEETS C2.4 THRU C2.7) is O z 9 0 — to s o u } MATCHLINE-SEE DWG C2.7 W Z o g REMOVE ALL EXISTING EXISTING LEGEND PROPOSED LEGEND �_v�Q w ASPHALT WITHIN REPAIR AREA 5AWCUT TO PROVIDE NEAT VERTICAL Q J 0 Z EDGE ALL SIDES AS APPLICABLE(TYP) - ----- -----EDGE OF PAVEMENT 0-0 m xXX CONTOUR FULL WIDTH AIC OVERLAY(SEE CRO55 SECTION D SHEET C2.8) � Q PER CRACK OR�41(7 MIN MISTING PAVEMENT(TYP)FOR CRACK PAIR 'CULVERT ASPHALT DIG OUT REPAIR AREAS(SEE DETAIL ON DWG C2.4) s -- --�(API'ROx o.za nMN ® U Qd a ui ASPHALT MILLING LIMITS(FOR TAPER TO EXISTING) >P O U) E- �y RE-COMPACT EXISTING BASE PER SPECIFICATIONS.� ASPHALT CRACK FOR DIG OUT REPAIR(5EE DETAIL ON DWG C2.4) 0 50 100 < Z LL TOP DRE5S EXISTING BASE AS NEEDED WITH C5TC 0.20'(MIN)HMA CLA55 112(PG64-22) Iw _ 3 SOUTH COURSE PAVEMENT CRACK REPAIR(IN REFERANCE SCALE >Z O ASPHALT DIG OUT REPAIR SECTION TO PLAN SHEETS C2.4,C2.5,C2.6,& RECORD DRAWING O U 0� z ' NT5 IN AREAS WHERE MMA OVERLAY WILL BE PLACED AND ASPHALT DIG-OUT REPAIR HAS,NOT BA515 OF BEARING THIS RECORD DRAWING WAS PREPARED BA WASHINGTON STATE PLANE 00 O S PAVEMENT REPAIR PER W5D0T STD SPEC 5-()4.3(5 BEEN SPECIFIED CONTRACTOR SHALL REPAIR EXISTING PAVEMENT CRACKS AS FOLLOWS: CONSULTING D BY T O 01 CONTRACTOR BASED ON COORDINATE SYSTEM,NAD Z It w I. FOR ALL CRACKS THAT HAVE BEEN PREVIOUSLY SEALED WITH MOT POURED V15UAL OBSERVATION. TH15 DRAWING CONTAINS THE 83f91 SOUTH ZONE 4602, 4 9k MATCH EXISTING ROADWAY CRO55 SLOPE AND LONGITUDINAL SLOPE FOR REPAIR SEALANT,CONTRACTOR SHALL THROUGHLY CLEAN THE CRACK,REMOVE ALL L005E STANDARD AND CUSTOMARY LEVEL OF DETAIL. ALL VERTICAL DATUM PER NTRIP WASHINGTON W(n Ul O AREAS.FOR FULL WIDTH REPAIR AREA5,CONTRACTOR PRIOR TO WORK,SMALL SURVEY EDGE AND DETERIORATED SEALANT,AND RE-SEAL THE CRACK PER THE SPECIFICATIONS. INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. NAVD 88 STATE GM NETWORK OF PAVEMENT AND CENTERLINE EXISTING GRADE ELEVATIONS AT REQUIRED INTERVALS TO ESTIMATED QUANTITY FOR CRACK SEALANT 3,G00 LF(ENTIRE SOUTH COURSE). g REPLACE ASPHALT AT EXISTING ELEVATIONS.P051TIVE DRAINAGE MUST BE PROVIDED(2%MIN 2. FOR ALL CRACKS Y'TO I Y.'WIDE REPAIR THE ENTIRE LENGTH OF THE CRACK WITH S CROSS SLOPE).IF F051TIVE DRAINAGE CANNOT BE ACHIEVED,CONTRACTOR TO NOTIFY A SAND SLURRY MIX AS NOTED IN THE PROJECT SPECIFICATIONS.ESTIMATED PROJECT ENGINEER IN WRITING PRIOR TO WORK. QUANTITY FOR SAND SLURRY CRACK REPAIR 3,300 LF(ENTIRE SOUTH COURSE). APPROVED FOR CON5TRUCTION DRAWING 3. CONTRACTOR TO NOTE THAT ALL EXISTING CRACKS Y"WIDE OR LF55 WILL REQUIRE NO ADDITIONAL REPAIR. 9r: DATE: C2. DEVELOPMENT REVIEW ENGINEER v '7 APPROVAL Ex%Rr5: 5HETT 15 OF 27 SECTION 2 & 11, TOWNSHIP 20 NORTH, RANGE 4 WEST, W.M. MASON COUNTY, WASHINGTON o O FJF d _ --- 756 LF --- I 3 i 3635F I 3 41+00 �42+ -� 4 - 363 5F m ------ ----- - ----- - 294 5F - _ ----� p Oz 275 5F ---' C2.8 a IER yyy. 85 5F U 323 SP p' 12 LF �Iltl W Lu w I \_ E U 63 LF 0$3 tis Q � I 3"d ti3 z—» Z cr W(7 yNy x OW U m m m �� O m 21 LF I N u O zuv — (Cl O \ o o g aQ g d MATCHLINE-SEE DWG C2.6 of<.-) aw Q-j 0Z EXISTING LEGEND PROPOSED LEGEND a O a -------------------EDGE OF PAVEMENT FULL WIDTH NC OVERLAY(SCE CRO55 5ECTION D SHEET C2.8) ° S --xxx CONTOUR Q CL Z ----�CULVERT ® A5PHALT DIG OUT REPAIR AREA5(SEE DETAIL ON DWG C2.4) �7 w O w A5PHALT CRACK FOR DIG OUT REPAIR(SEE DETAIL ON DWG C2.4) 0 5D 100 d,� Z LL 3 SCALE W U) _ RECORD DRAWING �� Ov '€ TH15 RECORD DRAWING WA5 PREPARED BY KFFF BA515 OF BEARING U Ur O CONSULTING ENGINEERS ON NOV. I I.2016 BASED ON WA5HINGTCOORDINATE5Y5TCM N, ADE O Z INFORMATION PROVIDED BY THE CONTRACTOR AND w V15UAL OBSERVATION. TH15 DRAWING CONTAIN5 THE 8PER SOUTH ZONE TON Q 5TANDARD AND CU5TOMARY LEVEL OF DETAIL. ALL VERTICAL DATUM PER NTRIP 5 NETWGTON W< U Or^ INFORMATION WA5 NOT INDEPENDENTLY FIELD VERIFIED. �� STATE GPS NETWORK vJ APPROVED FOR CON5TRUCTION »OP-AWING R NOTE: SEE PAVEMENT CRACK REPAIR NOTE SHEET C2.4 BY: DAIS: C2.5 DEVELOPMENT REVIEW ENGINEER y APPRovALrxnRes: SPIFFY Of OF 27 c SECTION 2 & 11, TOWNSHIP 20 NORTH, RANGE 4 WEST, W.M. MASON COUNTY, WASHINGTON MATCHLINE-SEE DWG C2.5 - I " --_` 156 LF \ z m ,i 71+ �' o / \ � OLF � 43 LF 20 31 It 43 Li C8 RIM = 278.43 \ \�' '�--12" CONIC Ci' / 21 $ IE S" HDPE SE = 276.81 IE = 276.59 UP IE 12" CONC NE = 276.83 1 o' 23 LF ` 2" PVC PIPE - 1 _ \ 12" CONIC CULV��- + 2.2' ABOVE GROUND 1 IE = 275.95 `\ IE = 286,53 1 55 LF BEAIN DITCH RE5TORATION co a RIM = 27S.84 - �� 20 LP IE 8" CPP HDPE NW = 276.66 IE 12 PVC NE = 276.26 '\ I V R b3g1i r� 20 LF - U 217 SF w 40 LF oo Z F 9.586 SF e J o m rS °03�s GRAVITY CHECK DAMS F, 3 w w'-3 A `.i SPACED 100'APART(TYP) t)r � N J m 3 1`, 17,307 5F o, / Z� 0 El z 363 5F \ 39805E i D 00 C2.8 / 2F9 O , 41 : - i o u � z . �_-- Q _ - Q \@ \ 62+00 U, +oo `} C 7aLF EXISTING LEGEND �U 120 LF Q J a ` — ., 0-0LLI CB a Z RIM = 314.87 CATCH BASIN Q IE 12" CONC NN = 313.04 - PROPOSED LEGEND STORMDRAN �Q a_ ----------------------- a EDGE OF PAVEMENT Z COLVERt xxX CONTOUR W Z LIB ig ETO MT`TMp1 __.- - ---C CULVERT Q Q T0.� ORPD PE E L� FULL WIDTH NC OVERLAY(SEE CROSS SECTION D SHEET C2.8) W Ey R LL VARIES 3' VARIES ' NO�R�EEDIFER ® ASPHALT DIG OUT REPAIR AREAS(SEE DETAIL ON DWG C2.4) W(n L e Z O H EO U i ' ' \ \ \ FULL DEPTH ASPHALT PAVEMENT(SEE CR055 SECTION E SHEET C2.8 RECORD D RAW I N G o U FJC PAVEMENT I Api X t i TH15 RECORD DRAWING WAS PREPARED BY KPFF BA515 OF BEARING Ur Z 8.7 WASHINGTON STATE PLANE U U ASPHALT CRACK FOR DIG OUT REPAIR(SEE DETAIL ON DWG C2.4) CONSULTING ENGINEERS ON NOV. 1 1.2016 BASED ON COORDINATE SYSTEM,NAD O Z o _ / INFORMATION PROVIDED BY THE CONTRACTOR AND0 83191 SOUTH ZONE 4602, >_ _ Z) _ V15UAL OBSERVATION. THIS DRAWING CONTAINS THE O DITCH FLOW UNE STANDARD AND CUSTOMARY LEVEL OF DETAIL. ALL VERTICAL DATUM PER NTRIP WA5HINGTON W(n In 37 NAVD 85 STATE GPS NETWORK 1 ENO GRAVITY CHECK DAM INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. U) 4'DEPTH C57C CATCH LINE nrPROVED FOR CON5TwcnON D WING DITCH RECONSTRUCTION 0 57 100 BY: DATE: C2.6 1 5CALE:I'-2' NOTE: SEE PAVEMENT CRACK REPAIR NOTE SHEET C2.4 DEVELOPMENT REVIEW ENGINEER V SCALE nPPRovu rxPlReS: 5t1EET 17 OF 27 SECTION 2 & 11, TOWNSHIP 20 NORTH, RANGE 4 WEST, W.M. MASON COUNTY, WASHINGTON � MATCHLINE-SEE DWG C2.4 t� 0 > O � la65F a4LF 26.061 5F 2011 -21 LF 20 LF o 10 20 r,4 UP 20LF N - 360 5F ', `V*2 8705f �v 7?Ali Ul UJ 21 U` LU LU (7 24 LF 188 5F \ x a LU Z g $ P' Z 2 243 5F = E C) x x U 79 oa F F a 5520 5F * a\ '< ' 2.2085F � I `x oN< z--» 1 1, J4'Fa W C N C) W Z_t r o QY0 i + 19 LF PROTECT t Z C)O m °J PRE5ERVE EX i _ �• �i� \� DRAINAGE r 5Y5TEM m n Ln 768 5F zo Lr `- / o u R7 o k N 302 5F 00 p d O CB - s RIM = 315.08 Z U O ' IE 12" CONC SE = 312.34 IE 1,2" CONC NE = 312.42 } IE 12" CONC SE - 312.28 P Z ' LLJ1 ' Qo Q a D- C) w QJ o Z a-OLLI \ a y IE U Q wo / s Z d z W EXISTING LEGEND Q~ P U) W PROPOSED LEGEND 0 5a 100 0-< z fr7 CATCH BA51N j CAL 5TORM DRAIN I—�l FULL WIDTH A/C OVERLAY(SEE CRO55 5ECTION D SHEET C2.8) SCaLE >Z � O ------------------- EDGE OF PAVEMENT L RECORD DRAWING -O U ~CONTOU BA515 OF BEARING Z XXX CU RTR ® ASPHALT DIG OUT REPAIR AREAS(SEE DETAIL ON DWG C2.4) THIS RECORD DRAWING WAS PREPARED BY 6 BA WASHINGTON 5TATE PLANE U U O 4 INFORMATION PROVIDED BY THE CONTRACTOR DD ON COORDINATE 5Y5TEM.NAD U Z0 w �� FULL DEPTH ASPHALT PAVEMENT(5EE CRO55 SECTION E SHEET C2.8 V15UAL OBSERVATION. TH15 DRAWING CONTAIN5 THE 83E91 SOUTH ZONE TON W_ _ 5TANDARD AND CU5TOMARY LEVEL OF DETAIL. ALL VERTICAL DATUM PER NTRIP WgSHINGON LLJ(n (n O INFORMATION WA5 NOT INDEPENDENTLY FIELD VERIFIED. NAVD 88 5TATE GF5 NETWORK > U) g .:..�:...::. ASPHALT CRACK FOR DIG OUT REPAIR(SEE DETAJL ON DWG C2.4) APPROVED FOR CON5TRDCTION DRAWING BY: DATE: C2.7 R NOTE: SEE PAVEMENT CRACK REPAIR NOTE SHEET C2.4 DEVELOPMENT RIMEW ENGW" APPROVAL EXPIRE5: 5MEET 18 OF 27 G SECTION 2 & 11, TOWNSHIP 20 NORTH, RANGE 4 WEST, W.M. VARIES VARIES VARIES VARIES MASON COUNTY, WASHINGTON . Ex. SEE PLAN SEE PLAN EX 5HOI/LDER SHOULDER TO REMAIN EXISTING EX15TING TO REMAIN TIN OU-11 NOTES = EDGE LINE EDGE LINE 1. ss.Swaslo SPsdficaeom ssmaA 7 W 3(3)for PIm Zo Bw"g sM 'XE MAT— !XE "� Iffi xo�Y°"`Tc,� • z. sss srwb SperilloEooOa s sa3.+zt3) aural awns ar Pas zosE e.muq z 3. Ses sriMard ficEOarn Sacbm f-BaA far WUNmrnt of TmrJl NtlIN __ - YC ' JT A For ury aevnr lrpbllaUOn.CO+M'I�b PqN W11 M OEEEeC to ynna Ivp. ON O%�L�MCaa�EIXl pOD % EX15TING PAVEMENT SECTION ASRI:LT MILL 0.2d DEFT II EaraTan LEwe ` +aaoo. ASPHALT OVERLAY 0.20 EX15TINGHMA CLA55 1/2'(PG 64-22) GROUND EXISTING CONCIilTE AND DUCTr.E VI PIP! -----(N p *MATCH EXISTING ROADWAY CRO55 NORTH COURSE ASPHALT MILL/FILL GROUND SLOPE(2%MIN). MATCH EXSUPER ELEVATIONS IF APPLICABLE A-LINE STA:0+50 TO STA:10+50**PROVIDE NEAT VERTICAL EDGE A A-LINE STA:22+50 TO STA:28+30 AT EX EDGE LINE.5EAL JOINT - N.T.S. PER SPECIFICATIONS wvc`roeo eAc L wR 1 1 ISEE rarer 4 ,.G ♦'. E ISS Ir OIMDF1aM E d AweLE IEEE NOTEy\ LEVFI V Q O'TOG 33' VARIES SEE PLANS EX.10 VARIES 11E SHOULDER arr v SEE PLAN 71E PAVE 0.15'ASPHALT TO REMAIN a' PIPE ARCHES sIE OVERLAY CONTINUOUS OVER lever_ m 5 WIDENED SHOULDER EX EDGE SS�J i 1 NATIVE 501L 3 LINE o �' 'n NLATCH IX 'MATCH EX TIERNOPLASM PPE N �Ex E �— / / —a CLEARANCE BETWEEN PIPES r•> INSTALLATIONS e ; • 1 EX15TING _� � ��ti : ,.) ` ,._i Pla ND1Ep FOR MULTIPLE INSTAL MPBMUY A• 1 GROUND0.2C -- L. _ +IKMQrNORI PIPE sill DISTANCE • _ — t{. BETWEEN r�folssfa�s�r I T�i �� I/2'(O6a2�2c- -_ :':: IXISTING nR MNE ucIaLL t BARRELa 0.2 GROUND ISEE rare o-\ tz•b z4• 1z• nMA C1A55 '' ,r� ;✓ t. ✓ t- 1 .._ r- clRcuurt PIPE b ac Ialw.rz ASPHALT MILL 0.20'DEPTH � (DW.ETER) 0.50'GRAVEL BASE ASPHALT OVERLAY EX15TING PAVEMENT SECTION •ram' a Tor b Tv PIPE ZONE ELDDRVO 0.20'HMA CLA55 °ewe i s e p PIPE ARCH sf_b 7C Ir AND SACKFUL �s 1/2'(PG 64-22) ISEE NOTE a o �I (SPAN) -_4Y b uT... ! F� sR MATCH EX15TING ROADWAY CRO55 iq �I METAL ONLY �.b 2w M. ISTANDAND PLAN34MIL204110 SLOPE(2%MIN). MATCH IX SUPER }- ELEVATIONS IF APPLICABLE NORTH COURSE SHOULDER fO1npAT0X1f`� l6tDTd?.PNM�so Oa•O1•Da rPRov10E NEAT VERTICAL EDGE. WIDENING AND ASPHALT MILL/FILL y SEAL JOINT PER SPECIFICATIONS B A-LINE STA: 10+50 TO STA:22+50 METAL PIPE LIE iY iX SAWCUT I'IN51DE OF IX EDGE LINE. - N.T.5. PROVIDE NEAT VERTICAL EDGE.SEAL E JOINT PER SPECIFICATIONS 3vv r3 VARLE5 VARIES VARIES VARIES ONJ$ EX. SEE PLAN SEE PLAN EX. SHOULDER SHOULDER z�>> "' TO REMAIN TO REMAIN NOTE. a 202 0 0 N IXISTING EXISTING F LD I�u L�N EDGE LINE EDGE LINE I. ALL SURFACING AND PAVING DEPTHS ARE COMPACTED DEPTHS.DEPTHS OF EACH w Z o Ll H y 0 MATCH EX * * MATCH EX UFT SHALL NOT EXCEED DEPTHS DEFINED IN THE W5DOT STANDARD SPECIFICATIONS. w m2. CONTRACTOR MAY UTILIZE GROUND ASPHALT IN BASE PER N5DOT SPECIFICATIONS. 3 m _ -----. _ MIX DE51GN SHALL BE APPROVED BY PROJECT ENGINEER PRIOR TO USE. ASPHALT OVERLAY 0.20 N.T.5. 3. HYDRO5EED AND FERTERUZE ALL DISTURBED AREAS.SEE SEEDING NOTE ON SHEET E-1.2 o p IXISTING PAVEMENT SECTION A5PIIALT MILL 0.201 DEPTH E NOT USED N _ g o �EX15TING HMA CLA55 1/2'(PG 64-22) c O R zl a- - O GROUND EX15TING ' - d ADDITIVE ALTERNATE BID NO 1 GROUND Z u U _ 0 *MATCH EX15TING ROADWAY CRO55 ASPHALT MILL&FILL REPAIR " SLOPE(2%MIN). MATCH IX SUPER SHOULDER EXISTING GRAVEL AREAS ELEVATIONS IF APPLICABLE A-LI N E STA: 119+50 TO STA: 137+92 WIDENING TO BE PAVED.SEE PLANS Z AEAPROVIDE NEAT VERTICAL EDGE C A-LINE STA:0+00 TO STA:0+50 VARIES I FOR LIMITS Q AT IX EDGE LINE.SEAL JOINT _ N.T.5. SEE PLANS RIGHT EDGE OF PAVEMENT �LLI � J � PROFILE REFERENCE POINT PER SPECIFICATIONS PROFILE ❑ � a 0.20 HMA CLA55 1/2'(PG 64-22) E-UNE Q OVERLAY.OVERLAY TO BE W(� z `ET CONTINUOUS OVER PAVED AREA 4:/M o Q w % Tom QJ o O +, EDGE OF PAVEMENT EDGE OF PAVEMENT I OYF) T H w O a VARIES SEE SEE PLAN VARIES SEE PLAN w o t ?* f EXISTING GROUND c ASPHALT OVERLAY 0.15' EX15TING S SHOULDER DRESSING HMA CLA55 112'(PG 64.22) SHOULDER DRESSING GROU � ND PROTECT AND PRESERVE (� EX15TING GRAVEL BASE,TOP Z (COMPACTED) (COMPACTED) '" 0.1 OF C5TC DRE55 WITH C5TC TO W ZO (/) sM sk MATCH EX 0.33'C55C 0.20 CSBC DESIGN GRADES Q V) 1 O.I O CSTC I"' 0 ALONG DITCH 0.50'GRAVEL 0.20 CSBC d a A!% _ -_ -�---" At� SIDE SLOPE 0.501 GRAVEL EXCAVATE EXISTING LU(n =BASE GRAVEL TO ACCOMIDATE ` AIC PRE-LEVEL �IXIRd1HGD PROTECT AND PRESERVE EX15TING NEW ROADWAY SERVICE Z Q U EXISTING GRAVEL BASE.TOP DRE55 WITH RECORD DRAWING �O �x 0.06'HMA C5TC TO DE51GN GRADES 0 F-- - W € GROUND 318'(PG G4-22) EXISTING PAVEMENT SECTION DA515 OF BEARING Z THIS RECORD DRAWING WAS PREPARED BY KPFF O WASHINGTON STATE PLANE U J SKILLS COURSE TYPICAL SECTION CONSULTING ENGINEERS ON NOV. 1 1.2016 BASED ON Z J S COORDINATE SYSTEM INFORMATION PROVIDED BY THE CONTRACTOR AND ,HAD O_ Lu 0 X E-LI N E STA:0+77 TO STA: 12+03 V15UAL OBSERVATION. TH15 DRAWING CONTAINS THE 83/9 150UTH ZONE TON >_ _ W SOUTH COURSE ASPHALT - N.T.S. STANDARD AND CUSTOMARY LEVEL OF DETAIL. ALL VERTICAL DATUM PER NTRIP W N F" OVERLAY TYPICAL SECTION INFORMATION WA5 NOT INDEPENDENTLY FIELD VERIFIED. NAVE 88 STATE GPS N NFTWORR ETWORK < Q A-LINE STA:28+30.00 TO STA: 103+72.24 k 5EE ADDITIONAL SPOT GRADES ON SHEET C2.3A »> o D-LINE STA: 160+00.00 TO 165+41.71 APPROVED FOR CON5TRUCTION DRAWING 2.4- N.T.5. BY: DATE: C2.8•R v v - *MATCH EXISTING ROADWAY CRO55 SLOPE. DEVELOPMENT REVIEW ENGINEER - MATCH EX SUPER ELEVATIONS IF APPLICABLE(2%MIN) APPROVAL EmRE5: SHEET 19 OF 27 c SECTION 2 & 11, TOWNSHIP 20 NORTH, RANGE 4 WEST, W.M. MASON COUNTY, WASHINGTON PROPERTY LINE R in 0 NEW EDGE OF PAVEMENT(TYP) [7d -In O z' DOUBLE CENTERLINE(TYP) - - ___ ---------- _----------------------------------------- .._---------- SEE W5DOT STD ON DWG C3.2 A-LINE -- - - - EDGE LINE(TYP) 10+06 11+0013+0(T a 14+00 15+ SEE W5DOT 5TD ON DWG C3.2 9+00 , LANE LINE(TYP) _____i_______________________ _______________r___-__.__.____.____-_____________________.___.--___- --------------_- 5EE WSDOT 5TD ON DWG C3.2 '' --- - ' I / a 6,C / � o / O z �o per, ER r r) adNl� 2'YELLOW STRIP Ur i 3'0 YELLOW 'LLJ 1p _ DOT CENTERED w 1---3'0 DOT LLl A-LINE.5TA:3+00 ' a END EDGE UNE TAPER,24'LT BEGIN LANE LINE,I LT / a YELLOW CONE MARKING ' I / (TYP) DOT CONE MARKING(TYP) a ot° N.T,5. SEE SPECIFICATIONS FOR YELLOW F WHITE LOCATIONS N.T.5. / � 0_� <Ir w -1 m o o M Ln x � ' CENTERLINE(YELLOW) EXISTING SKID PAN 6 a o Q SEE W5DOT 5TD ON DWG C3.2 ' < p - O F i A-UNE,5TA:0+51.97,13.65'LT 8 / Z ., U - m i P.C.EDGE UNE, A-UNE,5TA:0+56.10,24'RT _ " BEGIN EDGE LINE TAPER PC,EDGE LINE END OF CENTERLINE (MIDPOINTPOINT OFF IXISTING PAVEMENT) u R25' A-UNE,5TA:0+36 — — — — BEGIN DOUBLE CENTERLINE,CL -____.___ _-___ _ w Rw BEGIN LANE LINE,12'RT _ _ _.___ __ _ ________ _ ________ °J ., I I T I .5' .... U -- --- .-- --- - - -- --- i Q g --- - w - 0 MATCHLINE-SEE DWG C3.3 S BEGIN RE5TRIFE OF CENTERLINE Z d O 1- (MIDPOINT OF FX15TING PAVEMENT - CONE AND DOT MARKINGS >—w Zz U QN CONTRACTOR TO NOTE,CONE AND DOT PAVEMENT MARKING �'-� NOTES: PAVEMENT MARKINGS LEGEND LOCATIONS ARE INCLUDED AS PART OF THE PROJECT 0 50 100 0- H z _I SPECIFICATIONS AND ARE IDENTIFIED WITH NORTHING AND FASTING SCALE w(n = W = I. ALL PAVEMENT MARKING TO BE PAINT YELLOW CONE MARKING-SEE DETAIL SHEET C3.0 COORDINATES. PRIOR TO PAINTING ANY CONE OR DOT MARKING, >z Z 2. DOUBLE CENTERLINES AND TWO-WAY LEFT-TURN CONTRACTOR SHALL SURVEY AND TEMPORARILY MARK LOCATIONS of O O z WITH NON-PERMANENT METHODS. CONTRACTOR SHALL CONTACT RECORD D RAW I N G z Q ¢ CENTERUNE5 ARE SHOWN THIN FOR CLARITY. DOT CONE MARKING-SEE DETAIL SHEET C3.0 0�-- Z THEY ARE TO BE PAINTED 4'WIDE PER DETAIL ON THE W5P FACILITIES ENGINEER FOR FIELD INSPECTION AND TH15 RECORD DRAWING WAS PREPARED BY KPFF BT515 OF BEARING U(- O DWG C3.2 — — CENTERLINE{LANE LINE-SEE DETAIL SHEET C3.2 APPROVAL OF ALL LOCATIONS PRIOR TO FINAL PAINTING OF CONE INFFNORRMATING IONEPNGINEERS ON NOV,If.201 G BASED ROVI D BY THE CONTRACTOR AND ON WASHINGTON STATE PLANE COORDINATE SYSTEM,NAD O Z w U c EDGE LINE-SEE DETAIL SHEET C3.2 AND DOT MARKINGS. CONTRACTOR SHALL NOTIFY W5P FACILITIES V 15UAL OBSERVATION. TH15 DRAWING CONTAINS THE 83/91 SOUTH ZONE 4602, >_ _ g TWO-WAY LEFT-TURN(TWLT)CENTERLINC- ENGINEER 72 HOURS PRIOR TO REQUIRED 5TANDARD AND CUSTOMARY LEVEL OF DETAIL. ALL VERTICAL DATUM PER NTRIP WASHINGTON w(n U) SEE DETAIL SHEET C3.2 FIELD INSPECTION AND VERIFICATION OF MARKING LOCATIONS.SEE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. NAVD 88 STATE GP5 NETWORK DOUBLE CENTERLINE-SEE DETAIL SHEET C3.2 SPECIFICATIONS FOR ADDITIONAL INFORMATION. WIDE LANE LINE-SEE DETAIL 5HEET C3.2 + - - - - - - - DOTTED EXTENSION LINE-SEE DETAIL SHEET C3.2 ACTUAL PLACEMENT OF CONE AND DOT MARKINGS VARY FROM APPROVED FOR CON5TRVCTION DRAWING R WHAT 15 SHOWN ON THE PLANS. W5P PER50NNEL FIELD LOCATED Br: DATE: -O MARKING LOCATIONS DURING CONSTRUCTION. LXvmomw REVIEW ENGINEER V G APPRovurxnRes: 511EET 20 OF 27 SECTION 2 & 11, TOWNSHIP 20 NORTH, RANGE 4 WEST, W.M. 4 MASON COUNTY, WASHINGTON PROPERTY LINE ol � o � • _ NEW EDGE OF PAVEMENT(TYP) in A-LINE - ------------------- ------- --------------------------- ---------------- ---... ---- ------ --- --------------- ------ -- - -------- - - - ffi • -b ® r e6+ ® — 17+00 18+00 ® 19+00 T c ® � 20+06 ® �� 21+ _o l r�r 22+00 23+00 24+00 25+00 26+00 27�00 pib t co I I EDGE LINE(fYP) \5� o_ _ SEE WSDOT STD ON DWG C3.2 R22• � ® - I F < A-LINE 5TA:23+80,24'RT ryV '42x� O� •os 3 u EDGE LINE(TYP) AP EDGE LINE Y SEE WSDOT STD ON DWG C3.2yx� o ro C-LINE w LANE LINE(IYP) EDGE LINE M-P) o SEE W5DOT 5TD ON DWG C3.2 A� �'3x - /,(/ SEE WSDOT 5TD ON DWG C3.2 7 DOUBLE CENTERLINE(1YP) '•' R,3ry RR yag CY5SEE WSDOT STD ON DWG C3.2 DESIGN CENTERLINE fTl'P) 8 U NOT TO BE PAINTED U ` '94x U` p�yrCS �e�yd ie d P. E w I tiP I LU l as FESS = V) T71I,\I w B-LINE :S%•. w zI 8, -� Iz l am C) A-LINE 5TA:109+31.26,52'RT b EDGE LINE T ST 0 = $ 6•„ 2 SEE WSDOT STD ON DWG C3.2 � U Pr EDGE LINE ��:" pf� A-LINE R2 ` < o /' \G ___ 3 8/ ,a, °$3 rx .•Q-`. ' N 108+00 )07 36 - _ yT L"202.5' 1 -- F 0 w c7 a D-16.34'31• �8 w z m'S c.l 0Wa20 oV w zO3m °P x ___-______ _ _ _. ..._. - -_ -_ _..-___-__ _.__ _ _.-__ ..__.______ _.-.. ______________________ ,A-UNE 5TA:II1+22.92.IV RT �y� -.. --- -- PC EDGE LINE � I Q{ A-UNE 5TA:1 1 1+49.07.0 LT<RT ' ,T') 88pQV END DOUBLE CENTERLNE BEGIN TWLT CENTERLINE O 0 8 TWO-WAY E W5DO LEFT-TURN DENTERUNE ON DWG C(3 2 LT+RT } r; ALINE 5TA:It I W � ,• BEGIN DOUBLE CENTERLIENTERU NE,CL F—Q N' BEGIN EXT CONCRETE CURB TO REMAIN Q Z (PAINT CURB YELLOW) Q u n Q w _I MATCHLINE-SEE DWG C3.2 LLI Q J o IL O a (n Lu z �< O § CONE AND DOT MARKINGS Z a O H CONTRACTOR TO NOTE,CONE AND DOT PAVEMENT MARKING W z U LOCATIONS ARE INCLUDED AS PART OF THE PROJECT I""'-H NOTES: PAVEMENT MARKINGS LEGEND SPECIFICATIONS AND ARE IDENTIFIED WITH NORTHING ANDEA5TING o so too ��z J COORDINATES. PRIOR TO PAINTING ANY CONE OR DOT MARKING, W(n = n/ LJ J I. ALL PAVEMENT MARKING TO BE PAINT o YELLOW CONE MARKING-SEE DETAIL SHEET C3.0 CONTRACTOR SHALL SURVEY AND TEMPORARILY MARK LOCATIONS SCALE >Z N LL 2. DOUBLE CENTERLINES AND TWO-WAY LEFT-TURN WITH NON-PERMANENT METHODS. CONTRACTOR SHALL CONTACT �O O Z DOT CONE MARKING-SEE DETAIL SHEET C3.0 THE W5P FACILITIES ENGINEER FOR FIELD INSPECTION AND RECORD D RAW I N G o f— z Q CENTERLINE5 ARE SHOWN THIN FOR CLARITY. THEY ARE TO BE PAINTED 4•WIDE PER DETAIL ON APPROVAL OF ALL LOCATIONS PRIOR TO FINAL PAINTING OF CONE TH15 RECORD DRAWING WAS PREPARED BY KPFF BPSIS OF BEARING U UE 2 O WA511INGTON STATE PLANE DWG C3.2 — — CENTERLINE f LANE LINE-SEE DETAIL SHEET C3.2 AND DOT MARKINGS. CONTRACTOR SHALL NOTIFY W5P FAOUTIE5 CONSULTING ENGINEERS ON NOV.1 1.2016 BASED ON COORDINATE SYSTEM,NAD O Z EDGE LINE-SEE DETAIL SHEET C3.2 ENGINEER 72 HOURS PRIOR TO REQUIRED INFORMATION PROVIDED BY THE CONTRACTOR AND W U v15UAL OBSERVATION. TH15 DRAWING CONTAINS THE 0 83/91 SOUTH ZONE 4602, �_ _ TWO-WAY LEFT-TURN(fWLT)CENTERLINE- FIELD INSPECTION AND VERIFICATION OF MARKING LOCATIONS.SEE VERTICAL DATUM PER NTRIP WASHINGTON W (1 STANDARD AND CUSTOMARY LEVEL TL DETAIL. ALL < SEE DETAIL SHEET C3.2 SPECIFICATIONS FOR ADDITIONAL INFORMATION. NAVD 88 STATE GPS NETWORK INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. DOUBLE CENTERLINE-SEE DETAIL SHEET C3.2 WIDE LANE LINE-SEE DETAIL SHEET C3.2 ACTUAL PLACEMENT OF CONE AND DOT MARKINGS VARY FROM - - - - - - - DOTTED EXTER51ON LINE-SEE DETAIL SHEET C3.2 WHAT 15 SHOWN ON THE PLANS. W5P PER50NNEL FIELD LOCATED APPROVED FOR CONSTRUCTION DRAWING te MARKING LOCATIONS DURING CONSTRUCTION. BY: DATE: ' R DEVELOPMENT REVIEW ENGINEER C •1 G APPRovu Exrius: SPIFFY 21 OF 27 SECTION 2 & 11, TOWNSHIP 20 NORTH, RANGE 4 WEST, W.M. MASON COUNTY, WASHINGTON C_ ? Z n} o O N_ o _ a MATCHLINE-SEE DWG C3.0 ;k3cp gp5 I w A-UNE 5TA 137+62.33,I P'RT,CPC A-UNE STA 137+42.37,12'LT,PC I I 81 CENTERLINE(TYP) SEE W5DOT 57D ON DWG C3.2 ■ V 2I4' 121r ' + o Tr I ® o A-UNE 5TA:135+50.00 END DOUBLE CENTERUNE,BEGIN CENTERLINE ER a, m �7 NEW EDGE OF PAVEMENT(TYP) � ® _ ° LONG PRE-CA5T EXTRUDED CURB pp -6' N JU > MATERIAL TO BE APPROVED BY ENGINEER • U ?'ry + INSTALL PER MANUFACTURES SPECIFICATIONS U t�,rs _^ ■ ♦ (D °� e■ ® :♦ � ®----- ------------- s- -'------------ LLI ----------a-�+--e---------------ars-®--r-a'-----..--------------..._----------------------------------------------------- ♦♦ Lu - ® ° ® ® � m • m m m m® ®.m m mm m m ° m ® ® • • e ° °ru...m__•a-•-•.m-_...-________ _ .-_.. _ m m -._...__.___.__-_______---___-___.-__-_____ __.-....... �m® 'W v m ry m ® Z o 0 ®®® ! SKILLS COURSE J Q __________________gg®-°-ae-e'e-em>peee °_____.. _.._.-_ _ -____..______._____ -__.______ __..______- m� U a a sa ° 3gd�3 eemmm ®mm.Emmm m ° E E "arm=. ° f ® a 49® dim m E•Em. __ __ °mm T A-LINE 5TA 131+82.12 } N PROPERTY LINE CND CENTERLINE,BEGIN DOUBLE CENTERLINE A-UNE 5TA:126+77,12•RT ¢ Lu Z ________________BEGIN EDGE LINE_.___..._._____ A-UNE 5TA:126+49,12'RT wa'c o U p o ____ ____________________________________________________________.--________ - - END EDGE LINE .. Z U O m 132+00 131+00 130+00 - 129+00 128+00 --- __ - -_ -127+ m m - - --------------------- - ---- -' ---- --- --. _ �26+� ryP DOUBLE CENTERUNE(TYP) - _ ' o C) t 5EE W5DOT 5TD ON DWG C3.2 A—LINE N — o CENTERLINE(T1'P) A-UNE 5TA:126+90.59 _ - V COGS LINE Mr W5DOT STD ON DWG C3.2 ENE)DOUBLE CENTERLINE•BEGIN CENTERLINE f� � +� ---------------------- z2}� � Q � Q p O SEE W500T 5TD ON DWG C3.2 O z V ro 124+OD 123+00 ----------------------- _ DOUBLE CENTERUNE RYE) 6W ' SEE WWOT 5TD ON DWG C3.2 Q Q b Z U)C # aJ o w 0-0Lu a (n O z � O _ CONE AND DOT MARKINGS 7 z°a O ~ CONTRACTOR TO NOTE,CONE AND DOT PAVEMENT MARKING -`-� <� I NOTES: PAVEMENT MARKINGS LEGEND LOCATIONS ARP INCLUDED AS PART OF THE PROJECT o sa Ioo rj --.- z J SPECIFICATIONS AND ARE IDENTIFIED WITH NORTHING AND EA5TING nN/ I. ALL PAVEMENT MARKING TO BE PAINT COO4UDINATF5. PRIOR TO PAINTING ANY CONE OR DOT MARKING. SCALE > Q Z L.L m YELLOW CONE MARKING-SEE DETAIL SHEET C3.0 CONTRACTOR SHALL SURVEY AND TEMPORARILY MARK LOCATIONS O z 2. DOUBLE CENTERUNE5 AND TWO-WAY LEFT-TURN WITH NON-PERMANENT METHODS. CONTRACTOR SHALL CONTACT RECORD DRAWING o° z z CENTEKUNE5 ARE SHOWN THIN FOR CLARITY. DOT CONE MARKING-SEE DETAIL 5HEET C3.0 THE W5F FACILITIES ENGINEER FOR FIELD INSPECTION AND f� BA515 OF BEARING Z THEY ARE TO BE PAINTED 4'WIDE PER DETAIL ON TH15 RECORD DRAWING WAS PREPARED BY KPFF WgSryINGTON STATE PLANE U(D o _ DWG C3.2 APPROVAL OF ALL LOCATIONS PRIOR TO FINAL PAINTING OF CONE CONSULTING ENGINEERS ON NOV. I t.2016 BASED ON Z CENTERLINE F LANE LINE-SEE DETAIL SHEET C3.2 AND DOT MARKINGS. CONTRACTOR SHALL NOTIFY W5P FACILITIES INFORMATION PROVIDED BY THE CONTRACTOR AND w COORDINATE SYSTEM,NAD O_ U EDGE LINE-SEE DETAIL SHEET C3.2 ENGINEER 72 HOURS PRIOR TO REQUIRED VISUAL OBSERVATION. TH15 DRAWING CONTAINS THE 8PER SOUTH ZONE TON w STANDARD AND CUSTOMARY LEVEL OF DETAIL. ALL VERTICAL DATUM PER NTRIP 5 NETWORK W< lf) TWO-WAY LEFT-TURN ffWLT)CENTERUNE- FIELD INSPECTION AND VERIFICATION OF MARKING LOCATIONS.SEE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. NAVD 8a STATE GP5 NETWORK Q • �' SEE DETAIL SHEET C3.2 SPECIFICATIONS FOR ADDITIONAL INFORMATION. DOUBLE CENTERLINE-SEE DETAIL SHEET C3.2 WIDE LANE LINE-SEE DETAIL SHEET C3.2 ACTUAL PLACEMENT OF CONE AND DOT MARKINGS VARY FROM APPROVED FOR CasneuenON DRAWING ,o - - - - - - - DOTTED EXTENSION UNE-SEE DETAIL SHEET C3.2 WHAT 15 SHOWN ON THE PLANS. W5P PER50NNEL FIELD LOCATED C 3.3 MARKING LOCATIONS DURING CONSTRUCTION. Br: DATE: DEVELOPMENT REVIEW ENGINEER A MOVALEXM"5: 5HEET 23 OF 27 SECTION 2 & 11, TOWNSHIP 20 NORTH, RANGE 4 WEST, W.M. MASON COUNTY, WASHINGTON 0 0 > a u PROPERTY LINE — EDGE LINE(TYP) SEE W5DOT STD ON DWG C3.2 LANE LINE(TYP) SEE W500T 5TD ON DWG C3.2 DOUBLE CENTERLINE(TYP) +I SEE W5DOT 5TD ON DWG C3.2 0 ------------------------------------- ------ ---------------------- -- - ------- ---------- - '------- ----.-._I..------------------. ... '------_--..—_.---- a 28+00 ®29+00 30+00 ■ 31+DO 32+00 ® 33+00 m m m 34*00■. Tu e ® 36+m0 37+00 38+0— m m r■ ■ ■+r■0® a35+oo m m � 0 39+ 40+00 7+00� ■ — - --------------.- L6600 ® ________________________ ® m m e m ______________________ _�A-LINE m m m_____-__—________-._—__-_______-_________-___ ._- -- - � m Eby O 0 D-UNE 5TA:165+41 ENDYELLOW CETEKUNE,CL B. ER d 3a,1'r D-LINE 5TA:I G5+41.38,12'LT omF`�yz d AP EDGE LINE U (D $ ` p YELLOW CENTERUNE 10-30 SKIP IN W' SEE W5DOT 5TD ON DWG C3.2 'p W I LU EDGE LINE OM J' I SEE WSGOT STD ON DWG C3.2 'W 9 E Z o C) 083 NY �T D-LINE 5TA:I G2+68 END DOTTED EXTENSION UNE,BEGIN EDGE LINE 12'RT 2 m°3 D-LINE L)0,Z�ov UQU�O sow m 3�m DF51GN CENTERLINE(TYP) n \ \YELLOW CENTERLINE 10-30 SKIP Q O `DOTTED EXTENSION LINE(TYF) ' p SEE W5DOT 5TD ON DWG C3.2 Y o O \ D-LINE 5TA:161+52,12'RT END EDGE LINE Z \ O m BEGIN DOTTED EXTENSION LINE o � U p W \ C-LINE } t A-LINE`'. \ Q Q z y U)C) Q <Q J n uj MATCHLINE-SEE DWG C3.7 a m a ]� Z s (if� CONE AND DOT MARKINGS z a 0 N CONTRACTOR TO NOTE,CONE AND DOT PAVEMENT MARKING __ -1—� W Z PAVEMENT MARKINGS LEGEND Q►- o U NOTES: LOCATIONS ARE INCLUDED A5 PART OF THE PROJECT o so )oo a Q _ — SPECIFICATIONS AND ARE IDENTIFIED WITH NORTHING AND EA5TING _ ~ Z J s` m YELLOW CONE MARKING-SEE DETAIL SHEET C3.0 Lij U) I. ALL PAVEMENT MAR COORDINATES. PRIOR TO PAINTING ANY CONE OR DOT MARKING, SCALE Z Z KING TO BE PAINT CONTRACTOR SHALL SURVEY AND TEMPORARILY MARK LOCATIONS Z Q O 2. DOUBLE CENTERUNE5 AND TWO-WAY LEFT-TURN DOT CONE MARKING-SEE DETAIL SHEET C3.0 WITH NON-PERMANENT METHODS. CONTRACTOR SHALL CONTACT RECORD DRAWING O U CENTERLINE5 ARE SHOWN THIN FOR CLARITY. THE W5P FACILITIES ENGINEER FOR FIELD INSPECTION AND Z e THIS RECORD DRAWING WAS PREPARED BY KPFF BASIS OF BEARING THEY ARE TO BE PAINTED 4'WIDE PER D[TAiL ON — — CENTERLINE t LANE LINE-SEE DETAIL SHEET C3.2 APPROVAL OF ALL LOCATIONS PRIOR TO FINAL PAINTING Of CONE WASHINGTON STATE PLANE U F DWG C3.2 CONSULTING ENGINEERS ON NOV.If.2016 BASED ON .F EDGE LINE-5[[DETAIL SHEET C3.2 AND DOT MARKINGS. CONTRACTOR SHALL NOTIFY WSP FACILITIES INFORMATION PROVIDED BY THE CONTRACTOR AND COORDINATE SYSTEM,NAD O Z w TWO-WAY LEFT-TURN(TWLT)CENTERLINE- ENGINEER 72 HOURS PRIOR TO REQUIRED VISUAL OBSERVATION. THIS DRAWING CONTAINS THE 83l91 SOUTH ZONE 4602, >_ _ SEE DETAIL SHEET C3.2 FIELD INSPECTION AND VERIFICATION OF MARKING LOCATIONS.SEE STANDARD AND CUSTOMARY LEVEL OF DETAIL. ALL VERTICAL DATUM PER NTRIP WASHINGTON LLI(n n g DOUBLE CENTERLINE-SEE DETAIL SHEET C3.2 SPECIFICATIONS FOR ADDITIONAL INFORMATION. INFORMATION WAS NOT INDEPENDENTLY FEED VERIFIED. NAVD 88 STATE GPS NETWORK j $ WIDE LANE LINE.SEE DETAIL SHEET C3.2 _ - _ _ _ _ _ DOTTED EXTENSION LINE-SEE DETAIL SHEET C3.2 ANAL PLACEMENT OF CONE AND DOT MARKINGS VARY FROM APPRovED FOR coNsrRucnoN DRAWING WHAT IS SHOWN ON THE PLANS. WSP PERSONNEL FIELD LOCATED MARKNG LOCATIONS DURING CONSTRUCTION. Br: DATE: C 3.4 PPDEVELOPMENT REVIEW ENGINEER v AROVAL EXMRE5: 511EET 24 OF 27 SECTION 2 & 11, TOWNSHIP 20 NORTH, RANGE 4 WEST, W.M. MASON COUNTY, WASHINGTON • 0 o > Q V to ANE LINE UM SEE"DOT 5TD ON DWG C3.2 +1 A-UNE 5TA:41+84.24'LT BEGIN EDGE LINE TAPER EDGE LINE OYP) SEE W500T 5TD ON DWG C3.2 I L 3 0 N 41+00 42+00� 43+00 EDGE LINE m� �0� e R-1000' N— 44+Do a ® L-604' 1° w D-34.3652' o 45+00Ih - N DOUBLE CENTERLNE MT) SEE W5DOT 5TD ON DWG C3.2 4sf RR Ng A-UNE I �S P6�y' BEGIN 5TA:41 E TAPE.24'RT I m V BEGIN EDGE LINE TAPER '•- � U EDGE LINE t�* A-LINE STA:47+77.35.12'LT R-I OCO _ END EDGE LINE TAPER L-58G' A-LINE ryts �S O' D-33'34'S2' 77A1 W UJ LL' O Z E J u 2 Q A-LINE 5TA:48+03,12'RT x I 3 d 4 ry 3 2 END EDGE LINE TAPER �l%$; ♦4Lo O N Ox/ Z v}0 N P 0 0 p O} z Cc� x O NE O ` ,. 08ow LID cm a O to ' S x� o V z u m pa f—W QQ Z MATCHLINE-SEE DWG C3.6 U Q Q a o `w a n 0-0 a v! W L 7 Q' w � O_ s CONE AND DOT MARKINGS cD CONTRACTOR TO NOTE,CONE AND DOT PAVEMENT MARKING Z a- O s PAVEMENT MARKINGS LEGEND LOCATIONS ARE INCLUDED AS PART OF THE PROJECT ---Nm ter >w p U q SPECIFICATIONS AND ARE IDENTIFIED WITH NORTHING AND EA5TING Q Q '— W NOTES: a YELLOW CONE MARKING-SEE DETAIL SHEET C3.0 COORDINATES. PRIOR TO PAINTING ANY CONE OR DOT MARKING, 50 100 W = W s CONTRACTOR 5HALL SURVEY AND TEMPORARILY MARK LOCATIONS I. ALL PAVEMENT MARKING TO BE PAINT SCALE • DOT CONE MARKING-SEE DETAIL SHEET C3.0 WITH THE NON-PE MANENT METHODS.ENGINEER FOR FIELD INSPECTIONANTRACTOR L CONTACT O O z x 2. DOUBLE CENTERLINES AND TWO-WAY LEFT-TURN RECORD DRAWING E o 0 z CENTERUNE5 ARE SHOWN THIN FOR CLARITY. — — CENTERLINE t LANE LINE-SEE DETAIL SHEET C3.2 APPROVAL OF ALL LOCATIONS PRIOR TO FINAL PAINTING OF CONE Z < THEY ARE TO BE PAINTED 4'WIDE PER DETAIL ON EDGE LINE-SEE DETAIL SHEET C3.2 AND DOT MARKINGS. CONTRACTOR SHALL NOTIFY W5P FACILITIES TH15 RECORD DRAWING WAS PREPARED BY KPFF WgSHINGTON SBA515 OF BTATREINPLANE U O 4 DWG C3.2 ENGINEER 72 HOURS PRIOR TO REQUIRED INFCONORMATIONULTING D BY THNGINEERS ON E CONTRACTOR AND ON COORDINATE SYSTEM,NAD O Z w U TWO-WAY LEFT-TURN O WLT)CENTERLINE- 5t SEE DETAIL SHEET C3.2 FIELD INSPECTION AND VERIFICATION OF MARKING LOCATIONS.SEE V15UAL OBSERVATION. TH15 DRAWING CONTAINS THE VERTICAL DATUM PER N 8351 SOUTH WASHIN 4 4 TH ZONE ON602, _ _ IJJ N W DOUBLE CENTERLINE-SEE DETAIL SHEET C3.2 5FECIFICATION5 FOR ADDITIONAL INFORMATION. STANDARD AND CUSTOMARY LEVEL OF DETAIL. ALL NAVD 88 STATE GP5 NETWORK < WIDE LANE LINE-SEE DETAIL SHEET C3.2 INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. • g - - - - - - - DOTTED PMEN51ON LINE-SEE DETAIL SHEET C3.2 ACTUAL PLACEMENT OF CONE AND DOT MARKINGS VARY FROM WHAT 15 SHOWN ON THE PLANS. W5P PERSONNEL FIELD LOCATED APPRov[D FOR CONSTRUCTION DRAWING MARKING LOCATIONS DURING CONSTRUCTION. e. DATE: C 3.5 DEVELOPMENT REVIEW ENGINEER APPROVI EXPIRE5: 5MEET 25 OF 27 SECTION 2 & 11, TOWNSHIP 20 NORTH, RANGE 4 WEST, W.M. MASON COUNTY, WASHINGTON MATCHLINE-SEE DWG C3.5 ---- ----- ------ z 0 > v 0 u r ER EDGE LINE ITYF) SEE W5DOT 5TO ON DWG C3.2 %. 12 12' C) DOUBLE CENTERUNE(TYP) flAl cr) 3: SEE W5DOT 5TD ON DWG C3.2 PROPERTY LINE cl Lu w oo "?I w IF E C) < z =)0 0 0 > z u204 —- 0: Uj 00 z m % 0 u cm 6 0 z z 0 > 19.VCOD ------- -------------------------------------------------- < < z GOP c/)C) < 62+00 G 1+00 < w —i _j a_ ------------------ --------- 0 ct) cr 0-0 � LLJ Z 0 Z 0- < 0 CONE AND DOT MARKINGS 5;Lu 0 < N PAVEMENT MARKINGS LEGEND CONTRACTOR TO NOTE,CONE AND DOT PAVEMENT MARKING < NOTES: LOCATIONS ARZ INCLUDED AS PART OF THE PROJECT 0 50 100 a- 5PIECIFICATION5 AND ARE IDENTIFIED WITH NORTHING AND tA5TING 'In Lu U) y: LL Lij I. ALL PAVEMENT MAIMING TO BE PANT o YELLOW CONE MARKING-SEE DETAIL 5110ET C3.0 COORDINATr5. PRIOR TO PANTING ANY CONE OR DOT MARKING, SCALE !z Ln Z 2. DOUBLE CENTERLINE5 AND TWO-WAY LEFT-TURN CONTRACTOR SHALL SURVEY AND TEMPORARILY MARK LOCATIONS RECORD DRAWING Of 0 0 z DOT CONE MAIMING-SEE DETAIL SHEET C3.0 CENTEKUNE5 ARE SHOWN THIN FOR CLARITY. WITH NON-PERMANENT METHODS. CONTRACTOR SHALL CONTACT DA515 OF BEARING 0�_ ;i U) < THEY ARE To 13E FAINTED 4'WIDE PER DETAIL ON THE W5P FACILITIES ENGINEER FOR FIELD INSPECTION AND TH15 RECORD DRAWING WAS PREPARED BY KPFF (-)(D p T DWG C3.2 CENTERLINE 4 LANE LINE-SEE DETAIL SHEET C3.2 APPROVAL OF ALL LOCATIONS PRIOR TO FINAL PAINTING Of CONE CONSULTING ENGINEERS ON NOV.If.2016 BASED ON WASHINGTON STATE PLANE INFORMATION PROVIDED BY THE CONTRACTOR AND COORDINATE SYSTEM.NAD o EDGE LINE-SEE DETAIL SHEET C3.2 AND DOT MARKINGS. CONTRACTOR SHALL NOTIFY W5P FACILITIES F 0 83t91 SOUTH ZONE 4602, >I VISUAL OBSERVATION. THIS DRAWING CONTAINS THE TWO-WAY LEFT-TURN(TWLT)CENTERUNE- ENGINEER 72 HOURS PRIOR TO REQUIRED STANDARD AND CUSTOMARY LEVEL OF DETAIL. ALL VERTICAL DATUM PER NTRIP WASHINGTON Lu cf) U) SEE DETAIL SHEET C3.2 FIELD INSPECTION AND VERIFICATION OF MARKING LOCATIONS.SEE INFORMATION WAS NOT INDEPENDENTLY FIELD VERIFIED. NAVID 88 STATE GP5 NETWORK DOUBLE CENTERUNE-SEE DETAIL SHEET C3.2 SPECIFICATIONS FOR ADDITIONAL INFORMATION. WIDE LANE LINE-SEE DETAIL SHEET C3.2 - - - - - -- DOTTED EXTENSION LINE-SEE DETAIL SHEET C3.2 ACTUAL PLACEMENT OF CONE AND DOT MARfJNG5 VARY FROM APPROVED FOR CONSTRUCTION DRAWING WHAT 15 SHOWN ON THE PLANS. W5P PER50NNEL FIELD LOCATED 5y: DATE: MARKING LOCATIONS DURING CONSTRUCTION. DEVELOPMENT REVIEW ENGINEER C3.6 APPROVAL UPIRE5: SHEET 26 Of 27 SECTION 2 & 11, TOWNSHIP 20 NORTH, RANGE 4 WEST, W.M. MASON COUNTY, WASHINGTON MATCHLINE-SEE DWG C3.4 • 8 � z 0 o D-LINE STA:160+31.60,12'LT > a EDGE LINE,PC o i� 1 EDG ' o?q` AA• ^, SEE W5DOT 5TD ONE LDWG C3.2INE ) +� z so DE51GN CENTERLINE(TYP) o A-LINE STA:101+46.50 F m YELLOW CENTERLINE o END DOTTED EXTENSION LINE,BEGIN EDGE LINE 12'RT 3 10.30 SKIP ® DOUBLE CENTERLINE(TYP) SEE W5DOT 5TD ON DWG C3.2 cl o �sx a ' ® DOTTED EXTENSION LINE(TYP) - ®® SEE W5DOT 5TD ON DWG C3.2 + cb F.R baa N I A-LINE 5TA:100+48.50,12'RT A-UNE 5TA:100+48.50 _ T`'> END EDGE LINE * ri _ („) END DOUBLE CETERUNE BEGIN DOTTED EXTENSION LINE 11 U v. BEGIN YELLOW CENTERLINE E` o 10-30 SKIP 32 8rs•EMI ^6 0 r� 0 tee' ? W W Ai L L $ J) Lu Z $ Z f U U $ '83 n N $ p0z 0 n K F U W U N 98+00 H U cr 00 O q U O g)f00 00 o _ 95+00 _ c o cm 0 - o c a � z 00 QQ Z U)U Q QJ a w n a Q a U Z Y ww o O s z< 0 Q CONE AND DOT MARKINGS —Z—� > o U NN NOTES: PAVEMENT MARKINGS LEGEND CONTRACTOR TO NOTE,CONE AND DOT PAVEMENT MARKING 0 50 100 �< z = J LOCATIONS ARE INCLUDED AS PART OF THE PROJECT W(A = W I. ALL PAVEMENT MARKING TO BE PAINT SPECIFICATIONS AND ARE IDENTIFIED WITH NORTHING AND EA5TING SCALE E o YELLOW CONE MARKING-SEE DETAIL SHEET C3.0 COORDINATES. PRIOR TO PAINTING ANY CONE OR DOT MARKING, Z Q O Z j 2. DOUBLE CENTERLINE5 AND TWO-WAY LEFT-TURN CONTRACTOR SHALL SURVEY AND TEMPORARILY MARK LOCATIONS RECORD DRAWING o o U) Q £ CENTERUNE5 ARE SHOWN THIN FOR CLARITY. DOT CONE MARKING-SEE DETAIL SHEET C3.0 WITH NON-PERMANENT METHODS. CONTRACTOR SHALL CONTACT ff�� BANS OF BEARING Z THEY ARE TO BE PAINTED 4•WIDE PER DETAIL ON THE W5P FACILITIES ENGINEER FOR FIELD INSPECTION AND THIS RECORD DRAWING WAS PREPARED 01 BA WASHINGTON STATE PLANE U DWG C3.2 CONSULTING ENGINEERS ON NOV. 1 1.2016I I.2016 BASED ON Z 1"' r, Q — — CENTERLINE 4 LANE LINE-SEE DETAIL SHEET C3.2 APPROVAL Of ALL LOCATIONS PRIOR TO FINAL PAINTING OF CON[ INFORMATION PROVIDED BY THE CONTRACTOR AND COORDINATE SYSTEM,NAD O— I j V EDGE UNE-SEE DETAIL 5HEET C3.2 VISUAL OBSERVATION. THIS DRAWING CONTAINS THE 83191 SOUTH ZONE 4602, >_ _ AND DOT MARICING5. CONTRACTOR 5HALL NOTIFY W5P FACILITIES VERTICAL DATUM PER NTRIP WASHINGTON W In TWO-WAY LEFT-TURN(TWLT)CENTERLINE- ENGINEER 72 HOURS PRIOR TO REQUIRED STANDARD AND CUSTOMARY LEVEL OF DETAIL. ALL NAVD 88 STATE GP5 NETWORK � +� SEE DETAIL SHEET C3.2 INFORMATION WA5 NOT INDEPENDENTLY FIELD VERIFIED. Q FIELD INSPECTION AND VERIFICATION OF MARKING LOCATIONS.SEE g DOUBLE CENTERLINE-SEE DETAIL SHEET C3.2 SPECIFICATIONS FOR ADDITIONAL INFORMATION. $ WIDE LANE LINE-SEE DETAIL 5HEET C3.2 APPROVED FOR CONSTRUCTION DRAWING u - - - - - - - DOTTED EXTENSION LINE-SEE DETAIL 5HEET C32 ACTUAL PLACEMENT OF CONE AND DOT MARKINGS VARY FROM R WHAT 15 SHOWN ON THE PLANS. WSP PERSONNEL FIELD LOCATED BY:DEVELOPMENT REVIEW ENGINEER C 3.7 DATE: MARKING LOCATIONS DURING CON5TRUCTION. APPROVAL EXPIR[5: 5h1EET 27 OF 27