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HomeMy WebLinkAboutGRD2019-00006 Belfair Water Line Extension Belfair Park n Ride Multiple Parcels - GRD Application - 6/4/2019 PERMIT NO.� MASON COUNTY `-�' DEPARTMENT OF COMMUNITY DEVELOPMENT BUILD?ING•PLANNING•ARE AMRSHALWWW.CO.MASON.WA.US (360)427-9670 h I gIVED Mason County Bldg. 8, (360)275-4467 Belfai;ext. 352� 2019 W4 615 W.Alder Street,Shelton,WA 98584 (360)482-5269 Elma e I LAND MODIFICATION PERMIT (Grading Perrl64l'�l�r��' `G CONTRACTOR INFORMATION: ONVNER INFORMATION: , /' NAME: Dax id Overton NAME: --- IA*/I? �/�9-/FFILY MAILING ADDRESS: P.O.Boy: 14?% MAILING ADDRESS:�1'D CITY:Tacoma STATE: WA Z.1P: 98401 j CITY: 4u yrA STATE: ZIP: 57Z+- PHONE: 366--2F:-e595- CELL:za6 4u�CIs'3z( ' PHONE: CELL: I EMAIL: daNid@eeoi,erton.com EMAIL : i 25 -z�z-g9Dt _ L&I REG# EXP. PARCEL INFORMATION. 123214300130 12328000300 12321400000 _ PARCEL NUMBER(12 DIGIT NUMBER) 123214400000 FIRE DISTRICT LEGAL DESCRIPTION(ABBREVIATED):_E 1/2 SEC 21 W1/2 SEC 22 NE 1/4 SEC 28 'T23N R1W SITE ADDRESS CITY Belfair,WA DIRECTIONS TO SITE ADDRESS n1r IS Lab Y��D 'D-� i ��?— izo�_ -,3 =U O F=- c.t-�i�i r wit= IS PROPERTY WITHIN 200 FT: SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND ❑ ti1'ETLAND ❑ SEASONAL RUNOFF ❑ STREAMLJ DOES PROPERTY HAVE SLOPE(S)WITHIN 300 FT OF THE PROJECT-GREATER THAN 14% YES❑ NO WILL TIMBER BE CUT AND SOLD IN PARCEL PREPARATION ? YES ❑ NO K TYPE OF JOB: EXCAVATION ❑ FILLING ® GRADING K CUTTING N- OTHER ❑ TOTAL SIZE OF PARCEL 113 ac ACRES/SQ FT SIZE OF AREA TO BE EFFECTED 333,180 q- -g/SQ FT ESTIMATED AMOUNTY OF CUBIC YARDS Net 4,896 CY u 23 Y F_Il 1 92 - — ^`--- - DOES THE SITE HAVE SLOPES I4%OR GREATER YES❑ NOR DESCRIBE SCOPE.OF WORK Grade a 5,553 foot long 60' wide area to accomodate the insallation of a water line extension. 3,764 LF has ea y comp FDOEF FILL BE BROUGHT ON SITE? IF YES,SITE ADDRESS: No EXCAVATED MATERIAL BE TAKEN OFF SITE?IF YES, SITE ADDRESS: No FILL CONTAIN POTENTIAL HAZARDOUS MATERIALS? YES ❑ NO❑c SOILS REPORT BEEN COMPLETED ON SITE?IF YES,INCLUDE A COPY. ROPS.AL RESULT IN REDIRECTION OF ANYSURFACE WWATER RUNOFF? YES ❑ NO ORK ALTER WHERE STORMWATER OF GROUND WATER ENTERS OR EXISTS THE SITE? YES NO YES ❑ NO UALITY,QUANTITY OR VELOCITY OF STORM/GROUND WATER BE ALTERED? YES ❑ NOi�HE RUNOFF BE COLLETED/CONTROLLED BY INTERCEPTORS.CURTAIN DRAINS OR OTHER DEVICES? YES ❑ NO HE LAND BE REPLANTED UPON COMPLETION?HE PROPOSAL RESULT IN SLOPES STEEPER THAN THOSE CURRENTLY ON SITE? YES ❑ NO aC SITE N17ITHIN 200 FT OF A DESIGNATED SHORELINE OR A WETLAND? YES ❑ NON YES ❑ NO [N OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or contractor. I further declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project.The owner or authorized agent represent tha the information provided is accurate and grants employees of Mason County access to the above described property and structures)for , l review and inspection. This permit/appiicatioh becomes null&void if work or authorized construction is not commenced within 180 days or if construction work is suspen ed for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY X S�.TII N. INACT V 11 OF THIS HERMIT APPLICATION OF 180 DAYS WILL MEANS OF VA (DATE THE APPLICATION. Signature of Applicant Date IVE/CONTRACTOR Print Name OWNER 1 REPRESENTAT , l r (CIRCLE TO INDICATE) -9- --. r¢`'x `';•� MASON COUNTY r � PERMIT `1 r DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING•PLANNING �./ WWW.Co.MASO L I v D(360)427- Shelton ext.352 (360)275-4467 4467 Belfair ext. 352 OP Mason County Bldg. 8, 1W 615 W.Alder Street,Shelton,WA 98584 JUN. 0 4 2019 (360)482-5269 Elma P .�5� NNING LAND MUDIFtGp�-!pJSRoing Permit) L�/'� TI ._ OWNER INFORMATION: CONTRACTOR INFORMATION: NAME: DaNrid Overton NAME: Zt,!nAy t2^� fLiFF�4' MAILING ADDRESS:P•O Box 1477 MAILING ADD 1DRESS: D CITY:Tacoma STATE: WA ZIP' _98401 CITY: 4",I V STATE: & -ZIP: SZ� PHONE: 36 CELL:zt) PHONE: CELL: EMAIL: daNzd@eeoverton.com EMAIL : 25,-Zr2-Z`�CI _ L&I REG#r �1�`f 1* i3GC) EXP. PARCEL INFORMATION: 123214300130 12328000300 12321400000 PARCEL NUMBER(I 2 DIGIT NUMBER) 123214400000 FIRE DISTRICT . LEGAL DESCRIPTION(ABBREVIATED): E 1/2 SEC 21 W1/2 SEC,22 NE 1/4 SEC 28 'T23N R1W SITE ADDRESS CI3'Y Belfair,WA DIRECTIONS TO SITE ADDRESS Lab YARD �P hrQr tze�o'Trc- �3 A6zs-" or- T�i_c.�ireL.7, p��1"F-1 Dr= ,fir r� (`oJfJRr 614S. IS PROPERTY WITHIN 200 FT: l SALTWATER❑ LAKE ❑ RIVER%CREEK❑ POND❑ WETLAND ❑ SEASONAL RUNOFF ❑ STREAM ❑ DOES PROPERTY HAVE SLOPE(S)WITHIN 100 FT OF THE PROJECT-GREATER THAN 14% YES❑ NO E WILL TIMBER BE CUT AND SOLD IN PARCEL PREPARATION ? YES ❑ NO PD TYPE OF JOB: EXCAVATION ❑ FILLING ® GRADING g] CUTTING R, OTHER ❑ TOTAL SIZE OF PARCEL 113 ac ACRES/SQ FT SIZE OF AREA TO BE EFFECTED 333,180 A-CRE3ISQ FT ESTIMATED AMOUNTY OF CUBIC YARDS Net 4,896 CY u 23 CY Fill 1.927Ly_ DOES THE SITE HAVE SLOPES 14%OR GREATER YES❑ NO DESCRIBE SCOPE OF WORK Grade a 5,553 foot long 60'wide area to accomodate the insaUation of a water line extension. 3,764 LF has already completed. FHA ILL FILL BE BROUGHTON SITE? IF YES,SITE ADDRESS: No ILL EXCAVATED MATERIAL BETAKEN OFF SITE?IF YES,SITE ADDRESS: No OES FILL CONTAIN POTENTIAL HAZARDOUS MATERIALS? YES ❑ NOS A SOILS REPORT BEEN COMPLETED ON SITE?IF YES,INCLUDE A COPY. YES ❑ NO WILL PROPSAL RESULT IN REDIRECTION OF ANY SURFACE WWATER RUNOFF? YES ❑ NO WILL WORK ALTER WHERE STORMWATER OF GROUND WATER ENTERS OR EXISTS THE SITE? YES ❑ NO x❑ WILL QUALITY,QUANTITY OR VELOCITY OF STORM/GROUND WATER BE ALTERED? WILL THE RUNOFF BE COLLETEDCONTROLLED BY INTERCEPTORS.CURTAIN DRAINS OR OTHER DEVICES? ES ❑ NO `7, WILL THE LAND BE REPLANTED UPON COMPLETION? WILL THE PROPOSAL RESULT IN SLOPES STEEPER THAN THOSE CURRENTLY ON SITE? YES ❑ NO b]c IS THE SITE WITHIN 200 FT OF A DESIGNATED SHORELINE OR A WETLAND?IS ❑ NO [N YES ❑ N0[N OWNER/BUILDER acknowledges submission of inaccurate information may result in a stop work order or permit revocation. Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative, or contractor. I further declare that I am entitled to receive this Permit and to do the work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project.The owner or authorized agent represents tha the information provided is accurate and grants employees of Mason County access to the above described property and structure(s) for review and inspection. This permitappiicatian becomes null&void if work or authorized construction is not commenced within (s) days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY MEANS OF INSwrra CT I �11 OF THIS PERMIT APPLICATION OF 180 DAYS WILL VA IDATE THE APPLICATION, X 1 of Applicant — 1 Date Print Name OWNER!REPRESS NTATIVE/CONTRACTOR (CIRCLE TQ INDICATE) BELFAIR PARK AND RIDE COVER SHEET D A PORTION OF THE E 1/2 SECTION 2t THE W 1/2 SECTION 22 AND THE NE 1/4 SECTION A TOMO-11*23 NORTH,RANGE 1 WEST, W.M. ' BELFAIR MASON AND KTTSAP COUNTES, WASI INGTON GRAPHIC SCALE ,� /� // ,,, ,\\ `\ R E C E I V,' D MR FEET 615, LEGAL DEsOMrroN: A HEAS Pnr OFTH ER NOR THE QUARTER AND THE SOUTHEAST QUARTER OF SECTION 21.TOWNSHIP 23 NORTH.RANGE 1 WEST OF THE NMLAMETE MERIDIAN.MASON COUNTY,WASHNGTON. MORE SPECIFICALLY DESCRIBED AS `\ , `bsx 1 ) A VICiNTTY MAP COMMENCING AT THE SOUTHEAST CORNER OF SAID -�------ PLAN N 1N :/' '\\\SECTION 21; THENCE SEO AISC FN THE LINEE OF SAOSECTION, DISTANCE O LL SETBACKS ARE ME�' SURED�` 5 '/ % SEE DATA ` \` '�" / // 577E AREA:4.921.306+/-SF.(17298+/-ACRES ) N o �THENCC'ENORTH 67041'HEST,5.56 FEET TO THE _ // / FROM THE FURTHEST, \\ ,<� SITE ADDRESS: 25)=WA-3 HELFAR,WA 98M mom BEGINNING OF A 500.00 FOOT RADIUS `v x aRME CONCAVE NORTHEASTERLY, / R OJ ECT(O N 0 F I l P U I L D)N G '� r°FLOT�'�L'oi�5-,.6e+�ACAS 1FROU(71 AA CENTRAL ANGLE OF THENCE ALONG THE ARC OF SAID CURVE 32L54 FEET / LARGEST LOT:LOT 6.21.33+/-ACRES r 37'4547'; STREETS: 1,893+/-LF.100'R/W.201,304+/-SF. F n THENCE NORTH 2439'S5'PEST,414.33 FEET TO A / I \ •\\ •',�'.� '`�P -� 4,499+/-LF.60'R/W.270,652+/-SF n PONT HEREINAFTER IOMOWN AS TOTAL STREET AREA:471,956+/-SF(1Q83+/-ACRES) REFEIE)IlE PANT'A; \ . \ VEGETATION TO BE GEARED:UNDERBRUSH.SHRUBS AND E1£RGREDI TREES TO THENCE SOUTH 65-6 Y05'WEST,50.00 FEET TO,THE / \<•.. 7ED `yam POINT OF BEGINNN4 UTiLRE$ THENCE SOUTH 46•VO'OD'WEST, FEET: ' �• \\V ,. WATER:BELFAIR WATER DISH POWER:PUD N0.3 r THENCE NORTH 44WOO NEST,58ZOO SB2HD FEET: / `. < y / THENCE NORTH 467)CY00'EAST,497.00 FEET roTHE /_ / •\ \ BEGINNING ER OF A MODSOUTHERLYOOT RADIUS ------------ \ , PT.' 36+36.8 S `. I��/J / GA INKNO1MElE SEWER SYSTEM '1, THENCE ALONG THE ARC OF SAD CURVE 54.98 FEET / I \\ ;' ,(�, / TELEPHONE..QUEST 0 THROUGH A CENTRAL ANGLE OF �`" DAILYAL � THENCEOUTH 44D0'00'EAST 30119 FEET TO THE / I /'^\\ / � ` _ ��� ,!/�Q� / NAVE) WAMDDEPT TRANSPORTATION) 0 CLEM CO OF A 5OUTH FOOT RADIUS ,` CONTOURS Z THENCE CONCAVE S01fIFIWE5TERI.Y; .7 THENCE ALONG THE ARC OF SAID CURVE 18240 FEET THROUGH A CENTRAL ANGLE OF 'I \\ / K MASON >�� 5'MAJOR Q THENCE < I \ ' / tm) 35+21.47 Q / 1'MINOR � THENCE SOUTH 2439'55'EAST,6&46 FEET ro 1Hff POINT OF BEG6AdtIG. \ Q 0 O .t (OONTAININC WIN N iF�i FOR I OR NGRESS.EGRESS � // \\\ / TAX S 100WO,12321a00000 a' Q S Ai ANDOVERi ` Q V Q NOR HEAST Q ARTE A AND THE of THE I \\ / \ T. 32+21.55 / p CT Q OF THE QUARTER AND R SOUTHEAST QUARTER OF TIE SOUTHEAST QUARTER OF // S EROSION CONTROL FOR WATER LINE IISTALUnON a SECTION 21.TOWNSHIP?3 NORTH,RANGE 1 WEST OF / ML NIL THE L.AI4ETTE MERIDIAN,MASON I / SQ COUNTY,WASFINGRN,LYING 50.00 FEET ON EACH \ PER ARCS NEB SO6.SURVEY: m SIDE OF THE FOLLOWING DESCRIBED \ PG 30+ • ALDERNOOD GRAVELLY SANDY LOAM CENTER UNE I \\ ( sWA STATE / EVERETT GRAVELLY LOAMY SAND BEGINNING AT AFOREMENTIONED REFERENCE POINT'A'; , \\ \\ PT 30+14.36 - / 01MAL AFEAS THENCE NORTH 2459'55'WEST,6&46 FEET TO THEBEGN \ We RAADS LISTED IAiOEIt 111E NATIONAL WETLANDS INVENTORY 10 THE CURVE CO OF A HSOVIN FOOT RADIUS / I \\ `\\ SOUTH OF THE PRO.ECT. CURVE CONCAVE SOUMWESIERL.Y; \ \ NO EROSION CONTROL HAZARDS KNOWN AT THIS MOUE. THENCE ALONG THE ARC OF SAD CURVE 19&98 FEET , ( \\ l \ ' NO SOIL HAZARDS KNOWN AT THIS TIME W 19'DOOU�,A CENTRAL ANGLE 0f \♦ �! ) W EDON \\\ . NO OTHER CRITICAL AREAS ARE KNOW TO E)OST ON SITE THENCE NORTH 44100'00'NEST,673.76 FEET,MORE /TO I `\ \\ / LEGEND F V OR LESS, THE EASTERN MARGIN Of , ®CONSTRUCTION ENTRANCE PER DEI— STATE ROUTE 3 AND THE TERMINUS OF THIS \ \ / SHT 7 DATE SEALED 0411DESCIRIBED LINE. /2q9 THE SIDELINES OF WHICH ARE TOBE LENGTHENED OR A41E�LLC \ \ \ \ SHORTENED AS NEEDED TO INTERSECT I \\ \\ / Q CLEARING LIMITS E��t�N71 s EACH OTHER AT ALL ANGLE POINTS AND THE EASTERN ' ----------- \ ----- PROPOSED GRADE CONTOUR YOB.. ,, (caM) MARGIN OF STATE ROUTE 3. -------------- N I 5472'11 / _---- E)OSTING GRADE CONTOUR !? � I 1460 SI/9'3 T O / HYDROSEID.FERTILIZER AND MULCH D xt57G3YE I C�'I ©PER M07ES AND DETAIL ON SM 7 poF c o a "v J S012622-0 1737.72 57.4I' REPLANT TREES INHERE APPROPRIATE SS70NAL ECG / ® ®STOCKPILE PER NOTES SNT 7 N a,s�s6 GRADING OUAW ES\ _®STRAW WATTLE STORM PER DETAILSHt 7 PROJECT MANAr� CUT. 19 27 C.Y.3 PROPOSED 1R11 DRAM LINEFILL- p�W.YSAVAQE g ` 1 S4sm` \`\ / NET- 4896 Grt(CUT) PROPOSED CENTERLINE CRT 264.7fl'\ \ \ CRAVEN.ACCESS PER DETAIL DEEM SNT 7 R EMAMBA NOTM, DRAWN oar / GRADE To npm MAX STRIPPING CR SOL ��J'T- �µ GRADED AREA TO BE ED 100CHEI 91� T M Ft RIM' g ` T7.IC \ / SUITABILITY NOT ACCENTED FORSHEET t-✓�tJ X PILE ND Mm 12 THE ABOVE OUANIITI S ARE ESTIMATES SHEET 1-COVER SHEET DATE yNtmSHEET 2-GRADING/TESC SCALE f-AM ONLY.THEY ARE INTENDED FOR TIE PF]LIITRIIG 1 PROCESS DO NOT USE FOR 8D PURPOSES. SHEET 3-GRADING/TESC SHEET 4-GRADING/TESC SHEET LOF Z Z SEET 5-WADING/TESC A34 SHEET 6-GRADING/TESC FILE ND 3M4_ SLEET 7-NOTES AND DETAILS 0 APEX ENGINEEF?WG PLLC 2019 BELFAIR PARK AND RIDE COVER SHEET RECEIVED;� A PORTION OF THE E 1/2 SECTION 2t THE W 1/2 SECTION 22 AND THE NE 1/4 SECTION 28,TOWNSFF 23 NORTH,RANGE 1 WEST, WJuI ya,.,, BEFAR, MASON AND!Or'SAP COU TIRES, WAS�INGroN J U N O 4 2Ot GRAPHIC SCALE IN FEET 2° �^ I / 615 W. AID Street l inch 200)tt — / ---- ——— —— — ILDING \$�\ \ \ \ x LEGAL DESQ%O'� A PORTION OF THE NORTHEAST QUARTER AND THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 21.TOWNSHIP ZS NORTH.RANGE 1 WEST OF THE WCUAMETE MERIDIAN,MASON COUNTY WASHINGTON. / / ` `\ ,' `\ E/ \L G o E MORE SPECECALLY DESCRREED AS FOLLOWS:- , / I ,FOLLOWS:- , \ ��\ \ � 1 QYICIN7��MAP i jw COMMENCING AT THE SOUTHEAST CORNER OF SAID C n`off SECTION 21; THENCE NORTH 00'09'15'EAST.ALONG THE EAST LINE OF SAID SECTION,a DISTANCE OF SITE DATA 811.29 FEET; / THENCE NORTH 674541'WEST,5.58 FEET TOTHE _ / / `\ `\\ g4�� / /� SITE AREA:4,M,3O6+/-SF(11298+/-ACRES) 3 . BEGINNING OF A 500.00 FOOT RADIUS /�/ \ SITE ADDRESS: 25)=WA-3 BE.FAR,WA 98M E e CURVE CONCAVE NORTHEASTERLY; / ( \ \ / %' 1 NUMBER OF LOTS:20 liop i THENCE ALONG THE ARC OF SAID CI 329.54 FEET %;." \ / SMALLEST LOT: LOT 15=1.89+/-ACRES $n \\ n •�� / %;�\ \ / LARGEST LOT:LOT 6=21.33+/-ACRES THROUGH A CENTRAL ANGLE OF v ,�• ::> / STREETS: 1,893+ LF,f00•RIN,201,304+ W. n THENCE NORTH 2459'55'WEST,414.33 FEET TO A / \ / i s ``''y' ;\ �{•y 4,499+/-LF.60Y RA 270,652+/-SF. \ \ w PANT FEREMIAFTER MOWN AS G '/�'�,,��;'s $ TOTAL STREET AREA:471,956+/-SF.(IO.83+/-ACRES) FH RENM PONT'A; �/ I ) `.l !:y:..%,..���. VEGETATION TO BE CLEARED: U NDFREIRUSH•SHRUBS.AND EVERGREEN TREES TO ' PENCE SOUTH BE REPLANTED POINT OF BEGINNING, UTUTES `05'NEST,50.00 FIST TO THE THENCE SOUTH 46WOD'WEST•479.74 FEET; THENCE NORTH 44'00b0'WESL%ZOD FEET; / I '•.' •� `�.:'^ y WATT�1FAIR WATER LUST./1 THENCE NORTH 48WOO'EAST,497.00 FEET TO THE /- POWER: BEGINNING OF A 35.C1D FOOT RADIUS f----------- i SUM OFFSITE SEWER SY57171 - CURVE CONCAVE SOUTHERLY \ , PT: 38+36. �t / GAS UNKNOWN W TELEPHONE QUEST PENCE ALONG THE ARC OF SAID CURVE 54.98 FEET / ( .Nit/ �Q` a— THROUGH A CENTRAL ANGLE OF ^ / CJI(,i Y"/5 cc 9✓ PETNCE SOUTH 44'00'00'EAST,303.79 FEET TD THE / I // \`\ / 0, \�� ;' / NA VEWMAL DATUM T(F. TRANSPORTATION) Z O BEGLNHING OF A 550.00 FOOT RADIUS I/ U CURVE CONCAVE SOUTHWESTERLY: ,F THERE ALONG THE ARC OF SAID CARVE 18240 FEET / \` -`.y,` Y' / CONTOURS Q Tp ti � I I THROUGH A CENTRAL ANGLE OF / I `\ // K WASM vvOUSTQPQ / r t JO Y 11=L IjJ x a 19'00'o': < I \ C: 35+21.47 THENCE SOUTH 2459'S5•EAST.6&46 FEET TO THE \ m POINT OF BEGINNING. 1 (CONTANIIG 304,931 S0.Fr,MOPE OR LESS) \\ / TAX PARCEL NUMBERS � r� 0ci TOGETHER METH AN EASEMENT FOR INGRLSS,EGRESS `\ / ` 123214300130,12328000300Q 12T214700004 1232144000CID 7 s 4 AND UTILITIES OVER A POR71ON OF THE I `\ ' / \\ T. 32+21.25 / PROJECT DESCRIPTTON Q V 0 NORTHEAST QUARTER AND THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF I // GRADING AND EROSION CONTROL FOR WATER LINE WSTALLATON ,< SECTION 21,TOWNSHIP 23 NORTH.RANGE 1 NEST OF LL THE W IL A1ffTTE MERIDIAN,MASON I / CQ Sots 1 .I COUNTY WASFNNGTDN,LYING 50.00 FEET ON EACH \ PER NRCS WEB SOIL SURVEY. m SITE OF THE FOLLOWING DES(RBED \ PC: 3D+63.1 AUXRW GRAVELLYDGRAVEL LOAMY N LOU ✓0 SANDY CENTER LINE: I \\ ( WA STATE e, / EVERETT BE(;Aa6Nc AT AFOREMENTIONED REFEENNCE PONT•A; / \\ \\ PT: 30+14.36 - CRRICAL AREAS PENCE NORTH 2459'W WEST.6&46 FEET O THE \ BEGINNING O'A 600.00 FOOT RADIUS / I \\ `\ - NETLANDS LISTED UNDER THE NATIONAL WETANDS INVENTORY O THE CURVE CONCAVE SOUTHWESTERLY: \ `\ NO EROSION CONTROL HAZARDS KNOWN AT 711S TIME. SOUTH OF THE PROXCT. PENCE THROUGH ALONG THE AA LE SAID CURVE 19&96 FEET / I ` fnG��A USA` / � NO SOIL HAZARDS KNOWN AT TMS ME W W 7FItQUGLH A CENTRAL ANGLE OF \\ ED X \\ / NO OTHER CRITICAL AREAS ARE KNOW TO OUST ON SITE THENCE': (4ouc, F U THENCE NORTH 4 EASTERN VEST, IN OF FEET,MORE / ASK LLC I \\ \\ LEGEND OR LESS,ro THIN EASTFIN MARGIN OF STATE ROUTE 3 AND THE TERMINUS O'THIS / Cal I `\ `\ / _�. ,--_, ®SHT 7 TON IN7RANfF PER DETAINS DATE TEAL® 4>�2 THES FD LINE / I f%E LL \ \ Tiff 9DF.11rNS�W4IO1 ARE ro fE LENGTHENED OR 1`// +�uc `\ \, SHORTENED AS NEEDED TO INTERSECT (am) ---- CLEARING LNITS Y ANN EACH OTHER AT ALL ANGLE POLAR AND THE EASTERN ------- \ MARGIN OF STATE ROUTE 3. , ----I I -------------\ 0�•pF Ash ` Y q ----- PROPOSED GRADE CON1DlRt 2e2rW _---- E SING GRADE CONTOUR i 1 I sBrmwT ®HYDROSEED.FERTILIZER AND MULCH I PER NOTES AND DETAIL ON SHT 7 f3. cfglC.a �� 1 ` 26'22-V f7J1.7Y REPLANT TREES WHERE APPROPRIATE S�ONAL Ea STOGXPIC.E PER NOTES SLAT 7 r� �+ / GRADING QUANTITIES` _sw—©STRAW WATTLE PER DETAIL SHT 7 rROJEC•T IIANIAIM r1 \ `\94.,r cow CUT- 6823 C.Y3 PROPOSED STORM DRAIN LINE KW®LYSAVAGE FILL= 1927 GY.t -_ PROPOSED CENTERLINE 26H.76' \ / HINT= 4896 C.Y3(CUT) _ FITT \ \\\\ NCI ES:* GRAVEL ACCESS PER DETAIL SHT 7 omym RTTAWI9A / GRADE TO MAX STRIPPING CALCULATED G SOIL i/� GALA ro BE REPLANTED SWc*jmCKw� 17.W \\, J / SUITABILITY NOT ACCOUNTED FOB. SI'1�I11 X A—.E No m Z!4 p RM THE ABOVE QUANTITIES ARE ESTIMATES SHEET 1-COVER SHEET DATE 4120/20O ONLY.THEY ARE IN FOR THE PERMITTING r-2w G SHEET 3-GRADING/TSC PROCESS,DO NOT USESE FOR BID PURPOSES SHEET 4-GRADING/TES SHEET LOF L G - SHEET 6-GRADING/TES; FIE tiD _ SHEET 7-NOTES AND DETAILS OAPEX ENGINEERING PLLC 2019 BELFAIR PARK AND RIDE GRADING / TESC PLAN A PORTION OF THE E 112 SECTION Z THE W 112 SECTION 22 AND THE NE 114 SECTION 28, TOWNSHIP 23 NORTH, RANGE 1 WEST, W.M. BELFAIR, MASON AND KrrSAP COUNTIES, WASHINGTON GRAPHIC SCALE 50 a 25 50 100 t � to t✓_ � ( IN FEET ) I inch = 50 fL I �-CONTRACTOR TG'VERIFY F. ^NOa FO EX R CCNNECTIO�N i MICHAEL & LISA COYDNA E*ITN WATER UTILITY WINFORD ASHE LLC. EDOX WA STATE g REAO'F_EX CAP(SE) ;i (COMM.) (AGRIC.) ; (RESOURCE MINING) � I f II I IX t6'OR C1.52 I ;I XSRNG 40•DIA WATER STORAGE TANK C q� I I I 'ps ^5 I I EX x I I ao 9' IF A 3 I i0 p q 44"0- n I - - i A SECTION A-A.SHEET 6 W Ccz NW PT.STA-1 2+29.28 HIM FT - Q PN STA 12+41'614L67 PW ELEV-36Z 79 370 ... -- ---- _.—_.--- a Q A.D.--4.68x —32 --1 — _T--- ---- -�-- - Z O g i Mx ! ! a O o $1� AJD. IX ( � Q �i -- -----�--T ---- - " - — _— - I s O I PVI 346.35LL A.D.K MSO i m 360 at --i----- --- I —I----- --- --rt- - -- — -- — �- -- --- -- -- W Z W I 350 — j --�\ _ i i T---)--T_ -r-- , —�_._ F ---- - ------- -- ---'I'- 350 DATE SEALED ,hv llcu 9 i I I t —0.605 _— :—_ I OF.Rpf WASg4p9 1 —r— .. fSS,ONAl0.E�G i 340 360 KMMMYMYAW : : i { I I � I i � •I ! `Y a • ��``y'�� '� •=s H i f �___.... _ ...�-----+-----'ij--- Dom, RTr ' $'v I i I j Ij DPAWN mrr/MBA KAB 2—W R MW 330 H-E NO DATE 4(n1201P d g o •' BCALE •50' 3 SHEET 2LOF Z a 10+00 11+60 12+00 t3+OD 14+00 15+00 16+00 17+00 18+00 19+00 20+00 20+50 t - OAPEY ENGINEERING PLLC 2019 BELFAIR PARK AND RIDE GRADING / TESC PLAN o A PORTION OF THE E 1/2 SECTION 21, THE W 1/2 SECTION 22 AND THE NI=1/4 SECTION 28, TOWNSHIP 23 NORTH, RANG 1 WEST, W.M. BELFAIR, MASON AND KIrSAP COUNTIES, WASHINGTON GRAPHIC SCALE so 0 n w 100 ( IN FEET ) 1 inch = 50 fC CONTTAIA7)ON LW 4 WA STATE (RESOURCE MINING) N � rra I SEcnON B-D,SHEET 6 o x PR 30+63.19 +00 - � MP �3 A BP:30+00�% E i SF.x11011 A-A,SHEET 6 PT. 3D+14.36 n O �Z og3s; � a — ---- —--- ---- -- --y----r- --... LOW PT..STA.=_..2.d14.97.--- I !AW'PT.Sl'A �'1+14.00 PT.! 24+5322 LOW Pfi aEV-33&40 —� I W SOW Pi EtEV 334.BD FK,H PY E1.EV.338.84 PM STA-25+66.68 I Co i PN STA 21+67.90 i PN STA-24+12.,V' PN E1EV-337.93' ! Pl1 ELEV=333.23 1 PN EIEV-339.10 i j AID.-5.37% } A.D.-7.23x I AD:_-137% -26.83 350 -----i —�--x__26.01----- � ----j-----� ---�99 7w - I �144 VC 75 -- - --- � _--__ 350 � i $ W W t ! _ 10 __ O DAW , �O�AiASS� 0 i GISTA I _ Qras 26W TV STA:1�/+30 , j i i PRO.JEOT MANAGE 1 SCAM 1"! 50' +r G43EFi.Y SAVAG E oEaiGn 7 i I DRAWN Rff/ABA 32` CHECKED KAS gi I 20+50 21+00 22+00 23+00 24+00 25+00 26+00 27+00 27+3676 SHEET 3 OF 7 a 13E No 33934 @APEX ENGINEERING PLC 2C'P BELFAIR PARK AND RIDE 8 GRADING / TESC PLAN o A PORTION OF THE E 112 SECTION 2t THE W 112 SECTION 22 AND THE NE 114 SECTION 28, TOWNSHIP 23 NORTH, RANGE I WEST W M. EELFAIR MASON AND KITSAP COUNTIES, WASHNGTON GRAPHIC SCALE 50 0 25 50 too IN FEET I inch = 50 ft CONTMATION ON SHa7- 3 GRAPHIC SCALE PC: 30+63.19 50 0 2,5 5,0 Kb IN FEET 3 ;9 I inch 50 ft. JE 7 4�j .4 PT.+3B+36.86 777 777 T z- PL%35+21.47 SM B-B.SNM 6 LP3" B SECTION B-B,SHEEi 6 uj HIGH PT STA=31+03.90 HIGH PT ELEV=347.52 R. PW STA=30+91.81 PW STA-31+6610.6 A.D. -5.28% PVI aEV=347.88 PV M-3466 a z K IZ13 A.D. -2985 UATCFLPE� Tm SH= z C) 64.12W13 4'W K 14.10 42'VC < cc 0 ;z T :t (L 350 cc PW STA=44447! PW aEv.1 jam A-D.-4M PVI STA 41+08.91 K-X23 PV BEV=3,3C.77 75*%C A.D 0.=-2.07% 340 K=36.21 340 ui LCO FT.STA 37�M.M 75'VC I po m 326.31 PT aEv-3" 'A.D.- OU F SrA +21L23 K-42.11 -w ary- aar vc 30 z A.D.-4.9a K 340-2&12 f zt P, A 12r VIC I z w w 7 ......------- 10 DATE SEALED Dq/Z�/-ZW9 Rm mo 7 j 'IT 320 �ONAI Ed 320 PRIJECT MAKAGER STA:3D+30 TO STA:W+a) . .......... ------ no STA:38+00 TO STA: KREEFiLy a4VA(3E 321 SCALE I H DE�SM MIT I'-5V DRAWN RITIUM CHECKED KAS 375 315 J10 310 SEC 21 T 2W R F"W R 33934! �q DATE 412012M l 8CALE 00 31+W 37+00-- SHEET A-OF-Z 30+30 31+00 32+00 33+00 311,+00 35+ 38+00 36+00 39+00 40+W 41+00 42+00 42+50 FLE NO 33W4 -%,-CAPEX ENGINEERING PLLC 20191 BELFAIR PARK AND RIDE GRAPHIC 0 25 SCALE i; Too GRADING / TESC PLAN O FEET A PORTION OF THE E 1/2 SECTION 21, THE W 1/2 SECTION 22 AND THE NE 1/4 SECTION 28, TOWNSHIP 23 NORTH RANGE 1 WEST, W.M. 1 inch s rt. BELFAIR, MASON AND KTTSAP COUNTIES, WASHINGTON B3.1 ego i C noN - - � h SA•- x i _ f8+06 .1g a sr sw-- +U0 sr 1 3 M Ea 56+00 o w sEGm sNEEr s -- s I;® TURF BELFAIR PARK' _ 1 D 1 s<cnoN c-G SHEET 6 ND RIDE SITE AAA`CK.W CONTMATUN M 94EEr 6 _ W GRADING NOTE EXISTING GRADE FOR STA71ON 46+68 TO 56+00 WAS TAKEN FROM IGTSAP COUNTY qS. Z E1EVATIONS SHOW MAY NOT REFLECT DGSTINC GROMD ACCURATELY. CL n Y� C II I IM PT.STA-45+21.W. FM PT ELEV=336.59 i i i j i i R Q Q p PN SFA-45+24.36 Pw�-2350 f j i I 75'K �j ii -- ...------f-------- ----------------� �----� -� �`i.350 co LLJ ig I f I 1 I i W 30 I ! ( I I i I �• i i ( Iv i F- V ! i i Epp pig 12t% ; i ?GI IOISIIP COIMIY S. I i i i ATE sm s,x BEALID Y A NN : I 1.91x END IX C4iAOE FRau APIX33 - - --.._. -- — -. _...------- -- I ------- -- -- BEGIN SCSI EX GRADE -�- I ; i : o ♦a °' —T L -'33D SS O NA RE�G L i 3TA=4�f5b TO s rA.m+bo Prio�cr AAANACl6i i i I_ SCALE 1.` H : --j----�---' i i --�------(.. Aa4�_r sAVAaE t 5 V I DEE310N Nrr 320 ( I f I ; I D AwN RrrAARA KAS SEC-Z c: n gii < g FLE NO T 2a14 FI RE�� n� nh n n„"�• n~ n� SJ93{ K n 4/2erwo DATE SCALE f-sv 42+50 43+00 44+00 45+00 48+00 47+00 484.00 49+00 50+0o 51+OD 52+OD 53+w 54+C0 55400 55+co SHEET 5 OF Z 3 FLENO 33934 - � :NgNEERING PLLC 2079 BELFAIR PARK AND RIDE "IGxaPxic scams GRADING / TESC PLAN o A PORTION OF THE E 1/2 SECTION Z THE W 1/2 SECTION 22 AND THE NE 1/4 SECTION 28, TOWNSHIP 23 NORTH,RANGE 1 WEST, W.M. 1 inch F'0 n SELFAIR, MASON AND KrrSAP COUNTIES, WASHINGTON 10' 1TER . CLEARED AREA F1r 12' REPLANTED I TO BE REPLANTED 0A r , I A—A . s� LOG YARD F?OAD 60' CLEARED ACCESS x rLLZ, _ © _ N.r.s d � : 152+00 ® 153+00 Q54OO-. y"�($h:LKi -- --15F+9E -- -- 'S7+DO 158+DO r --- ----- P C �£< ®I r ! CLEARED AREA d mpY AREA p \ --_- — 4'iACCESS TO BES I \sEC710N C-C.SHEET 8 i AREA 0 REPLAN r n F FUTURE BELFA I REP M ED rTETR 1 n 1 AND RIDE SITE 2% EG I zz a:1 u A"Tpi/6G0lVTM1A770 8�9$T3 B—B GRADING N071== Lu 60' CLEARED ACCESS Q fwsn 5B Nc GRADE FOR srAT10N t50+00 TO 1 +Do WAS TAKEN ERCM scJ AwANGE ELEVAPONS SNONN MAY NOT REFLECT EXISTING GROUND ACCLRATFILY.ROAD GRADE DESIGN N.T.S. WAS PERFORMED BY SCJ ALLIANCE. {] O ^n( 350 -----'-- 350 GO' Q Eh d AREA Y a Q 9 —AFU TOTO 8E CE Q 3 i� IRERAN� REP(AN1ED O N a-a ii C7 4: EC 0 i I I aa ' _I zx zx 3/0Wm { i x , C—C CUR i i r i I 60' CLEARED ACCESS i �-!' — ---- ----+ 1 Z CLEAREDAREA I -!330 AREA U I -- AREA TO BE REPLAnE DATE SEAL® -lll 307 i i I I I 1 I t REPUNIFD �tPpF `rqL i I I I I i EG 2% _ 2% ofS015 EPF'a��2 --r---- —r--, I ' +... D—D I ' I I 60' CLEARED ACCESS I 1 STA: F00 T6 STA N.,._. 15Bf00 ' ! ; PROJECT MANAGER �.. � � I IOIa13:LY SAVAGE j I I SCALE 1'-50'H.. — ' I '• Ig V { ! I ' DESIGN RTT DRAWN RTT/AISA CHECKED K19 31D 310 SEC 21 T ZM R RIW mCq to FLE No ?3U4 4/20/20 152+00 153+00 15/+D0 iSb+00 138+00 157+00 158+oD SHEET 9-OFFLE NO y CAPEX ENGINEERING PLLC 2019 a i BELFAIR PARK AND RIDE GRADING / TESC NOTES AND DETAILS 0 A PORTION OF THE E 112 SECTION 21, THE W 112 SECTION 22 AND THE NE 114 SECTION 28, TOWNSHIP 23 NORTH,RANGE 1 WEST, WM BELFAIR,MASON AND KRSAP COUNTIES, WASHINGTON CIRADWQ MMM AND BEM45MU &CONTFlOL 1.ON-SITE INSPECTIONS ARE REQUIRED AT THE FOLLOWING CONSTRUCTION STAGES: INSPECTION THE SEQUENCE BELOW IDENTIFIES SIGNIFICANT ITEMS MIC H MAY OR MAY NOT OCCUR N THE ORDER uroaTLm7pp9ou F a INSTALLATION OF EROSION CONTROL FACILITIES PRIOR 1D(TEARING INSPECTION. SHOWN DUE TO THE APPLICANTS METHODS OF OPERATION.TIMING,AND OTHER EVENTS fTEMS 1. STOCKPILES SHALL BE STABILIZED(NTH PLASTIC COVERING OR OTHER APPROVED DEVICE) ® (M BELOW DO NOT CONSTITUTE A COMPLETE SEQUENCE AND SOME ITEMS CAN PROCEED DAILY BETWEEN NOVEMBER 1 AND MARCH 31. 1. MULCH MATERIALS SHALL BE COMPOST,APPLIED AT 2'MINIMUM THICKNESS o b.COMPLETION OF CLEARING INSPECTION. CONCURRENTLY NTH OTHERS Z c.UPON COMPLETION OF EXCAVATION,FILLING,AND EARTHWORK INSPECTION. 2 N ANY SEASON,SEDIMENT LEACHING FROM STOCK PILES MUST BE PREVENTED. 2 COMPOST MATERIAL USED FOR EROSION CONTROL MUST MEET MSDOT STANDARD SPECIFICATIONS 1. OBTAIN RIGHT-OF-WAY PERMIT FROM MASON COUNTY FOR ALL WORK WITHIN PUBLIC 9-14.4%FOR COARSE COMPOST.EXCELLENT MULCH FOR PR07ECTWG FINAL GRADES UN71L d COMPLETION OF PROJECT INSPECTION. RIGHT-OF-WAY. 3. TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION,WHEN THE LANDSCAPING BECAUSE IT CAN SE DIRECTLY SEEDED OR TWID INTO SOD..AS AN AMENDMENT. e AS NEEDED TO DETERMINE COMPLIANCE NTH APPROVED PLANS AND/OR SPECIFICATIONS 2 NOD ORE-CONSTRUCTION CONFERENCE KITH MASON COUNTY,PROJECT ENGINEER AND A SUBGRADE IS EXCESSIVELY WET,OR WHEN CONDITIONS EXIST THAT MAY OTHERWISE BE 3. MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN AREAS WHICH CANNOT BE SEIDID 2.ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE CONTRACTOR'S REPRESENTATIVE.PROVIDE ESC LEAD WITH ESC CONTROL REPORT. DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING OR SEEDING. RECAUSE OF SEASON. PLANS SHALL BE CLEARLY FLAGGED N THE FIELD AND OBSERVED DURING CONSTRUCTION. 4. PREVIOUSLY ESTABLISHED GRADES ON 714E AREAS TO BE TOPSOILED SHALL BE 4. ALL AREAS NEEDING MULCH SHALL TIE COVERED BY NOVEMBER 1. oo 3.ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES,AND PROTEC77VE MEASURES 3.CALL 811 ONE-CALL LOCATE FOR THE LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO MAINTAINED ACCORDING TO THE APPROVED PLAN. 2 FOR CRITICAL AREAS AND SIGNIFICANT TREES SHALL BE INSTALLED PRIOR TO INITIATING ANY CONSTRUCTION.EXISTING WATER AND GAS UTILITIES MUST BE POTHOLED TO IDENTIFY LOCATION 5. MULCH MATERIAL SHALL BE USED PER BMP C121 OF THE 2(NTS STORMWATER MANAGEMENT MANUAL CONSTRUC7ION ACTIVITIES AND DEPTH PRIOR 1D ANY CONSTRUCTION ACTIVITY L3VWN GONIFKX 850M AOT+ FOR WESIEII WASHINGTOV. 4.ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACNTIES MUST BE CONSTRUCTED AND IN 4.ESTABLISH AND FLAG CLEARING AND GRADING LIMITS. 1. SEEDING MIXTURE SHALL BE AS FOLLOWS AND SHALL BE APPLIED AT THE RATE OF 120 OPERATION PRIOR TO ANY LAND CLEARING AND/OE?OTHER CONSTRUCTION TO ENSURE THAT 5.INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AS IDEN71HED ON THE LBS/ACRE TOPOCRAM SEDIMENT LADEN WATER DOES NOT ENTER ANY EXISTING DRAINAGE SYSTEM. THE CONTRACTOR APPROVED PLANS PERCENT PERCENT PERCENT TOPOGRAPHIC NFORMA71ON HAS BEEN COMPILED AND CONVERTED FROM SHALL SCHEDULE AN INSPECTION OF THE EROSION CONTROL FACILITIES PRIOR TO ANY LAND NAME BY NIGHT PURITY G'ERNINATION K]TSAP CIS THE CONTOURS ARE APPROXIMATE BASED(N THE INFORMATION ?n4 o m rn CLEARING AND/OR OTHER CONSTRUCTION. ALL EROSION AND SEDIMENT FACILITIES SHALL BE fL COVER ALL AREAS THAT WILL BE UNWORICID FOR MORE THAN FIVE DAYS DURING THE DRY PROVIDER Q7 N a,oil MAINTAINED IN A SATISFACTORY CONDITION AS DETERMINED BY THE CITY,LN71L SUCH TIME THAT SEASON OR TWO DAYS DURING THE WET SEASON NTH COMPOS7ED MULCH, WOOD BASED MULCH CHENNGS OR ANNUAL BLUEGRASS 40 98 90 C m n CLEARING AND/OR CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ONSITE EROSION HAS OR EQUIVALENT. (FESTUCA RUBRA VAR.COMMUTATE OR POA ANNA) uTunw �' o PASSED. THE IMPLEMENTATION,MAINTENANCE,REPLACEMENT,AND ADDITIONS TO THE EROSION 6i w AND SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITIEE 7.STABILIZE AREAS THAT REACH FINAL GRADE WITHIN FIVE DAYS. PERENNIAL RYE(LOJUM PERENNE) 50 98 90 BURIED UTILITIES ARE SHOWN AS NOCATO ON RECORD MAPS , 5.THE EROSION AND SEDIMENTATION CONTROL SYSTEM FACILITIES DEPICTED ON THESE PLANS ARE a FINISH GRADNG TRAVELED WAY AND SHOULDER. REDTOP OR COLONIAL SENTGRASS 5 92 85 FURNISHED BY OTHERS AND VERIFIED WHERE A POSSIBLE BY ARFEATURESYF LOCATED IN THE FIELD.APEX ENGINEERING ASSUMED NO 11A&LITY FOR 07 � ` INTENDED 7D BE MINIMUM REQUIREMENTS 70 MEET ANTICIPATED SITE CONDITIONS THE ACCURACY OF THOSE RECORDS OR FOR THE FINAL LOCA7KN OF C `AS (AGR05T7S ALGA OR AGROSTIS TENUIS) EXISTING UTILITIES IN AREAS CRITICAL TO THE DESIGN. ' r° 4 CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE,FACILITIES WILL 9. RE-VEGETATE ALL DISTURBED AREAS PER LANDSCAPE PLAN. BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE SITE DURING THE COURSE OF WHITE DUTCH CLOVER 5 98 90 3 CONSTRUCTION,IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE 70 ADDRESS 10. GLEAN CONSTRUCTION SITE AND INSTALL PERMANENT STABILIZATION. (TRIFOJUM REPENS) m .m ANY NEW CONDITIONS THAT MAY BE CREATED BY THEIR ACTIVITIES AND TO PROVIDE ADDITIONAL o< 11.CALL MASON COUNTY FOR FINAL INSPECTION. 2. THE OPTIMUM SEEDING WIDOWS FOR WESTERN WASHINGTON ARE APRIL 1 THROUGH JUKE 30 AND FACILITIES OVER AND ABOVE THE MINIMUM REQUIREMENTS,AS MAY BE NEEDED TO PROTECT ,P< ADJACENT PROPERTIES,SENSI77VE AREAS,NATURAL WATER COURSES,AND/OR STORM DRAINAGE SEPTEIMBER 1 THROUGH OCTOBER 1. SYSTEMS 12 UPON FINAL INSPECTION APPROVAL,REMOVE REMAINING EROSION CONTROL FACILITIES. ,^ 3. SEEDING THAT OCCURS BETWEEN d1LY 1 AND AUGUST 30 WILL REQUIRE IRRIGATION UNTIL 75% H 6.ANY DISTURBED AREA MUCH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK GRASS COVER IS ESTABLISHED.SEEDING THAT OCCURS BETWEEN OCTOBER 1 MID MARCH 30 WILL IS ANTICIPATED FOR A PERIOD OF 7 DAYS OR MORE DURING THE DRY SEASON(MAY 1-SEPT REWIRE A MULCH OR PLASTIC COVER UNTIL 75%GRASS COVER IS ESTABLISHED. 30)OR 2 DAYS OR MORE IN THE WET SEASON(OCT 1-APR 30),SHALL BE IMMEDIATELY STABILIZED N TERRACES,INTERCEPTOR MULCHING,GRASS PLANTING,OR OTHER APPROVED EROSION CONTROL TREATMENT 4. BffR SEEDING, DIKES SWALES LEVEL SPREADERS AND SEDIMENT BASINS INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT APPLICABLE TO THE 71ME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF MAY THROUGH SEPTEMBER INCLUSIVE SEEDING MAY PROCEED 5. THE SEEDBED SHALL BE FIRM NTH A FAIRLY FINE SURFACE,FOLLOWING SURFACE ROUGHENING. OUTSIDE THE SPECIFIED TIME PERIOD WHENEVER IT IS IN THE INTEREST OF THE PFRMITTEE BUT PERFORM ALL OPERA71ONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE SHALL BE AUGMENTED NTH MULCHING,NETTING,OR OTHER TREATMENT APPROVED BY THE CITY, 7.IN CASE EROSION OR SEDIMENTATION OCCURS TO ADJACENT PROPERTIES,ALL CONSTRUCTION WORK 6. FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS RECOMMENDATIONS. AMOUNTS USED W WITHIN THE DEVELOPMENT THAT WILL FURTHER AGGRAVATE THE SITUATION MUST CEASE,AND THE SHOULD BE MINIMIZED,ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS Q OWNER/CONTRACTOR SHALL IMMEDIATELY COMMEND:RESTORATION METHODS RESTORATION X ZQ ACTIVITY WILL CONTINUE UNTIL SUCH TIME AS THE AFFECTED PROPERTY OWNER IS SATISFIED.B. NOTES NO TEMPORARY OR PERMANENT STOCKPILING OF MATERIALS OR EWIPME14T SHALL OCCUR N7HIN t. B.14.5ViIanlaie shag be M accordance with Standard Specification$hat 0-_j CRITICAL AREAS OR ASSOCIATED BUFFERS,OR THE CRITICAL ROOT ZONE FOR VEGETATION CONTOUR LINE ENPJ been(cc accoJnSMrdance bVM S along contours. bori 11aon 110) Q�J Z PROPOSED FOR RETENTION. � be in aocordarKe with Standard SpacMicatiat h073(10). z(�Q `LO f ANGLE TERMIMAL END UPHILL N"TO 46 2. Seemly knot-&and of V.41lla. O.v)P a J.oam Wald- LL�L�j,� l E TO PREVENT FLOW E AflUPHI WATTLE 2•+T•24'UILTREATED ends IT()Blond One anomer and securely tie together. Y 1-- LPL C4 Q t� ALLOWABLE ALTERNATIVE (TWJ � RYP.) (] S X 3 f� 3. Compact excavated soil and tra"hes to prevent undercutbra Q $ N TIE-0OWN IAETf+OD s / LYg Additional staking n sy be neoessary to prevent undercutting. Q O contour SEASONAL REQUIREMENTS FOR SiTE STABILIZATION Pp3 /✓�/, TRENCH-SEE NOTE;MATtif 4. Install Wattle perpendicular to lbw along s � � / - 5. Wattles shall be inspeC.ed regularly.and Immediately after Q a �+ EIPOSED.1fBEA / a rainfafl Produces runoff,to ensure may remain Bwroug*SEASON Q Q g (5'O FL) IME �' I Bntren:heo and in contact with the Soil LC�Q WEI/ORY SINGLE FAMILY(7) 5 DAYS/WA7HER DEPENDENT F WET/DRY ALL DINER(2) 5 DAYS WEATHER DE VWa \`^\] I.m •N 11caBon )- 6.01 3(15 J s'E 6. Perform maintenance in accoraanoi with Standard Spot[. a`D00 5 DAYS(3) � 7. Refer r Standard SpaClflT;ahon S-0T.3(76)for removal PLACE " co NOTES (1)-SOLE FAMILY RESIDENTIAL,LIMIT OF IA AM EXPOSED SURFACE ESC COMPONENTS MUST BEN ��� l to PLACE. ��` 4V •I' 1 (2)-ALL DEVELOPMENT EXCLUSIVE OF SINGLE FAIRY. \ L (3)-PAVING PROECA ONLY,MAY BE EXTENDED WEATHER PERYN7ING. ESC COMPONENTS(f REQUIRED) ; r- MUST BE N PLACE SUBBASE OUST BE IN PLACE WITHIN 7 DAYS AFTER REACHING GRADE � _ L Z W W \ ,rent TER F_ _1 7.2'-24'WOODEN F U STAKE(IYP.) v\ WATTLE DETAL DATE SEALED Q'i 12,1401 A TAOGE R 0� RVP.T Ile of a 51�"! 'OpSIP'@' � ���" T gip R�A'� AREA AVAILABLE FOR SEDIMENT » 2 PLAN VFW STATE OF moo,,, a 4 �t�?o QL� FS �rjLJJTTT rV{y REGISTERED FGI SITE G ,} SPACING PS VAR -BEE WATTLE �Y1`14)1V�j VJRDSCAPEARCHtMT SNQNAL a o SPACING TABLE(TYPO tV� Sandra L A,_Salisbury ER R_25 MN ? aALICE S NO.NO r PROJECT ERLY SAVAGE LICENSE NO.20 NOM�i.Y SAVALE 8`DiANtTER _ _______ _ i DATE: June t0.201s 12'MN DEPTH WATTLE SPACING TABLE 1 .�.....•+N�� (6'MIN.FOR RESID0 SLOPE MLLXWUMSPACINO RDEMM SHOE FAMILY A1WY LO7S 75 15 ..., DRAWNZ,gp WATTLE +'TO I'aAINr SPALLS tN:tv ( Mr.a SEE OVAIL WATTLE INSTALLATION (4'TO G FOR RES 71AL CF£C�xI3 SINGLE FAMILY LOTS 2H:tv p.p• -- ON SLOPE •�::7:•.'.: SEC Z T 73N R RICO STANDARD PLAN 1-30.30.01 FILE NO 33934 �r".'.•'.:'.r DATE 4126120N PROVIDE.�FupuMIMD�TH/OF N�p7ES�5/EGtE�5,5�AREA N/•�-Fy��� ��TV X'o- _ SHEET,of t sMEET STABiLOEDCONSTRUCFIO 4N:tV � 4e.a 4 APPROVED FOR PUBLICATION SCALE ENTRANCE DETAIL SECTION O Nsasco EaJr A rN sns SHEET 7 OF Z (PC NWGS 4 O) WATTLE INSTALLATION ON SLOPES R'•'""'�dTTT� FILE ra 33934 0 APEX ENGINEERING PLLC 2019 PLANNING RECEIVED JUN 04 2019 615 W. Alder Street BELFAIR PARK AND RIDE COVER SHEET A PORTiON OF THE E 1/2 SECTION 21, THE W 1/2 SECTION 22 AND THE NE 1/4 SECTION 28, TOWNSHIP 23 NORTH,RANGE 1 WEST, W.M. BELFAIR MASON AND KfTSAP COUNTIES, WASHIN`TON GRAPHIC SCALE 200 0 100 20D 400 L inch a 200 ftiFFM- LEGALDESCRPTiON A POR71ON OF THE NORTTEAST QUARTER AND THE / \ \ \\ \\ \\ / -•�.. SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 21.TOWNSHIP 23 , \ NORTH,RANGE 1 WEST OF THE MLLAMETE MERIDIAN,MASON COUNTY,WASHINGTON. / / `\ \ / \ ( 1 •E ono MORE SPECIFICALLY DESCRIBED AS / / I /' \ ^ \\ �$� 1 I FOLLOWS: I / \\ \ // ', QVICIN7��AP COMMENCING AT THE SOUTH EAST CORNER OF SAID - -----— SECTION 21: / I \`\ / \\ `\ x ,> •Qi �� THENCE NORTH 00'09'15•EAST,ALONG THE EAST LINE C c' OF SAID SECTION,A DISTANCE OF / I \ `\ SITE DATA 4 811.29 FEET; SITE AREA: 4,921,308+/-SF.(71298+/-ACRES) THENCE NORTH 62'45'41•WEST,5.58 FEET 10 THE / \\ \\ g1� a c a BEGINNING OF A 500.00 FOOT RADIUS 9TE ADDRESS:25XXX WA-3 BEIFAWR,WA 98526 e m CURVE CONCAVE NORTHEASTERLY; / / ( \ \ / 1 NUMBER OF LOTS:20 THENCE ALONG THE ARC OF SAID CURVE 329.54 FEET \ /�ti \ / SMALLEST LOT: LOT 15=1.89+/-ACRES c n THROUGH A CENTRAL ANGLE OF I \ / h,,,� \ / LARGEST l07:L07 6=21.33+/-ACRES a 3T4547•; / I \\ ;/\, \ ' \ �� ` 1-// STREETS: 1,893+/-LIP.100'R/W,201,304+/-SF. n THENCE NORTH 2459'55•WEST,414.33 FEET TO A \ / \``� "\ 4,499+/-LF 60'R/W,270,652+/-SF a POINT HEREINAFTER KNOWN AS / I `� '` ?;'\ �o TOTAL STREET AREA. 471,956+/-SF.(10.83+/-ACRES) /J J \ VEGETATION TO VE REPLANTED BE CLEARED:UNDERBRUSH.SHRUBS,AND EVERGREEN TREES TO THENCE SO POINT'A; `S\� THENCE SOUTH 65160'05•NEST 50.00 FEET TO THE POINT OF BEGINNING•, / I / \f.`�, UTiJi11E$ THENCE SOUTH 46'00'00•NEST,479.74 FEET, WATER: BELFAIR WATER GIST./i THENCE NORTH 44'WOO•NEST,58ZOO FELT: / / I y / POWER: POO NO.3 THENCE NCRT14 48WOO'EAST,497.00 FEET TO THE __ BEGINNING OF A 35.00 FOOT RADIUS f------------ / P2 38FJ6 \ ` % 1 f / MI UNKNOWN SEWER SYSTEM W CURVE CONCAVE SOUTHERLY \� / !rf/ (v. TELEPHONE: QUEST THENCE ALONG THE ARC OF SAID CURVE 54.98 FEET r/ Q THROUGH A CENTRAL ANGLE OF / I ^ 1�l! ,'�,F\Q GJcc 90roo'oo•; 2DIXW \/ / VERTICAL DATUM THENCE SOUTH 447;0'00•EAST,303.19 FEET TO THE / \ Lf315..W Q` NAVD 88(WASH.DEFT OF TRANSPORTATION) Q BEGINNING OF CAA SOUTH Fool RADIUS �/ / tr yo• Z CURVE CONCAVE SOU7HI7ESTERIY �.,i" Q�P CONTOURS THENCE ALONG THE ARC OF SAID CURVE 78240 FIST / \\ . <fi THROUGH A CENTRAL ANGLE OF I \ / N.MASON p 5'MAJOR 19W'o5•; < / / M(ust)7 PC: 35+21.47 1'MINOR 0 3 THENCE SOUTH 2459'S5•EAST 68.46 FEET TO THE POINT OF BEGINNING. \\ // \ / TAX PARCEL NUMBERS Q (CONTAINING 304,931 SO.FT.,MORE OR LESS) `I / '.. \ \ 12321430030,123280003000,123214f00000,123214400000 IL 8 lOGE1HER WITH AN EASEMENT FOR INGRESS.EGRESS \ AND U7ILITES OVER A PORTION OF THE PROJECT DESCRIPTION Q ... NORTHEAST QUARTER AND THE SOUTHEAST QUARTER \ PT 32+21.25 / (, CC OF THE SOUTHEAST QUARTER OF I GRADING AND EROSION CONTROL FOR WATER LINE INSTALLA77ON Q SECTION 21,TOWNSHIP 23 NOR7H,RANGE i WEST OF 1•L THE WiLLAMUTE MERIDIAN.MASON $a1$ COUNTY,WASHINGTON,LYING 50.00 FEET ON EACH PER NRCS WEB SOIL SURVEY. m SIDE R THE FOLLOWING DESf78BED `\ wA STATE PC: 30+63.19 ALDERWOOD/ EV4:RE7T dZAVII1Y LOAMY SANDY SANDY AR CENTER LINE: (NEsouRCEiMnuwc) BEGINNING AT AFOREMENTIONED REFERENCE POINT'A; / `\ \\\ fix_ PT: 30+14.36 CRITICAL AREAS THENCE NORTH 24'5955•NEST,68.46 FEET TO THE \\ \\ xp0 / WETLANDS LISTED UNDER THE NATIONAL WETLANDS INVENTORY TO THE OF A 600.00 FOOT RADIUS CURVE CONCAVE SOUTHWESTERLY I `\ \ ti� • SOUTH THE CONTROL H. \ CP NO EROSION CONNTROL HAZARDS KNOWN AT THIS TIME THENCE ALONG THE ARC OF SAID CURVE 19d98 FEET tnCHAEE a u5a\ NO SOIL HAZARDS KNOWN AT IRIS TIME W THROUGH A CENTRAL ANGLE q' `\ EDOX `\ O� NO OTHER CRITICAL AREAS ARE KNOW TO ENST ON SITE W 197JOb5 \ (AMC) \ 'S THENCE NORTH 44tl0'OD•NEST,673.76 FEET,MORE / I ` \ �� LEGEND OR LESS,TO THE EASTERN MARGIN OF ASHE uC \ \ v STATE ROUTE 3 AND THE TERMINUS OF 7HIS / (COW) ( \\ \\ ®COT TTRUC710N ENTRANCE PER DETAILS �� �® �2C,f10t9 DESCRIBED LINE. wWFORD \ \ ��.` THE SIDELINES OF WHICH ARE TO BE LENGTHENED OR I SHE L C \\ \\ SHORTENED AS NEEDED TO INTERSECT \ 1 \ •�•� ®CLEARING LIMITS `.( ANN S EACH OTHER AT ALL AN POINTS POINTS AND THE EASTERN / ----------- - �� ----- PROPOSED GRADE CONTOUR ? wasH y 9� MARGIN OF STATE ROUTE I I sof2e22w / I f4&8Y �0 EXISTING GRADE CO4TQUR vP � I / ©HYDROSETD,FERTILIZER AND MULCH - .'\4 0 1 A SDIIW" x�Q\ f73f.7Y REPLANT WHERE APPROPRIATE �SSAONAt 57.4C \6 4ZEEZO ®STOCKPILE PER NOTES SHT 7 L�7B.J8' I e•siS9SS \y / GRADING QUANTITIES �•,,.,p SIN-©STRAW WATTLE PER DETAIL SNi 7 rAotECr rtNANAoM �\ \\94,11' \kx CUT= 6823 C.Y3 PROPOSED STORM DRAIN LINE KWIMWY aokyAOE \ x� FILL= 7927 GYt g ` \ S49vf'D\DY. \\ op'`� / NET= 4896 C.Yf(CUT) 284 - PROPOSED CFNIERLME � IBIT 74'\\ \ \ti NOTES, GRAVEL ACCESS PER DETAILSNi 7 DESAVM Rrr/VA QUANTITIES CALCULATED FROM EXISTING ��"�� E)aS11NG GRADED AREA TO BE q•Eq®IO1B GRADE TO NOT GRAD STRIPPING OR SOIL L�=.L.1L.3 REPLANTED 8EC 21 T 9W R ME Q f7.DD \\ e� / FOR SHEETiNDEX ggNO 33M THE ABOVE QUANTITIES ARE ESTIMATES SHEET 1-COVER SHEET pp7E A/2a/m0i ONLY.THEY ARE INTENDED FOR THE PERMITTING SHEET 2_\ GRADING TESC _ SHEET 3-GRADING/TESC f 20d PROCESS DO NOT USE FOR 810 PURPOSES SHEET 4-GRADING/TESC SHEET.I OF 7 SHEET 5-GRADING/TESC M ,f SHEET 6-GRADING/TESC FLE NO SHEET 7-NOTES AND DETAILS 0 APEX ENGINEERING PLLC 2019 BELFAIR PARK AND RIDE GRADING / MSC PLAN D A PORTION OF THE E 1/2 SECTION 21, THE W 1/2 SECTION 22 AND THE NE 1/4 SECTION 28, TOWNSHP 23 NORTH, RANGE 1 WEST, W.M. BELFAIR, MASON AND KITSAP COUNTIES, WASHVGTON GRAPHIC SCALE 50 0 25 50 100 ( DJ FEET ) 1 inch = 50 ft. EX.W TEE,FLOE i MICHAEL & LISA /-CONTRACTOR TO VERiFY RTTINGS FAR CONNECTION / COORDINATE MTTN WATER UTNTY WINFORD ASHE LLC. EDOX ; WA STATE po t REMOVE EX CAP(SE) 2 I I (COMM.) (AGRIC.) ; (RESOURCE MINING) I 31 I >E Ti ' ..EX.16'OP.CL52 I � , TiI I _—USING 40'OIA.WATER STORAGE TAX I S n I ( I e Nno I I , � M gv I I a I I Ex.8' FA A N I I I SECTION A-&SkW 6 Lu CC z FBf,T4PT.PT E LEY aT2+29.28 362.40 Z PVI STA 126279 Q VUj �2 PM ELfV=36279 �LI if .._ _-------_-_-. .._.___.. .._. 370 X 16d2 g 0 Q3 IS U: - PIA STA=17+38.37 PA ELEV=347.34 O N ^ 3 i i cc Q I m o Y j pw my! LQJL mm ,;_ --1571< w f i 1&66 vc - _.......-+ - —--T -._.._. .... —...... _.__........... — — — _. . --_. - - — i { i i -- -- `\ i _ i I! I .-_..-._---- _.-........_ —._..__.. ._.....__.. _--- - .--__. - 350 DATE SAL® 1 y -0.60I ' t , NASS70l E I i . a PROJECT MA ICIM KFABERLg StA.1O+MCO TO 8 'A-20+$0 1 r i ____.. RrTY SA YAW i SCALES 5 V5H f DRAWN KAB I _c�fac® F7.E ��61 R RAY DAIS N26/7DO BCALE T.Bp• o o �I lV N o �, R x3^ 3R 5 SHEET Z_OF Z 10+00 3304 11+00 12+00 13+00 14+00 15+00 16+00 17+OD 18+00 19+00 201 20+50 F�.E — -` 2019 ®APEX ENGINEERING PLLC BELFAIR PARK AND RIDE GRADING / TESC PLAN O A PORTION OF THE E 1/2 SECTION 21, THE W 1/2 SECTION 22 AND THE NE 114 SECTION 28, TOWNSHIP 23 NORTH, RANGE 1 WEST, W.M BELFAIR, MASON AND KITSAP COUNTIES, WASHINGTON GRAPHIC SCALE 50 0 13 50 100 ( IN FEET ) 1 inch = 50 f4 CONTMATION ON SHUT 4 WA STATE 4 (RESOURCE MINING) LL N R SECTION B-B,SHEET 6 mc •� `�"a"' +00 q a# SEC110W A-A.SHEET 6 PT. 30+14. W Q cc Q QQ 0 � 3N i Q 5 ° � Q 0 r. --- _. _ ____ (OW'PT.STA e_25+1.ti97 --.1 ...WW PT STA �t2+14.00 -T_—._.�.. ._, HIGH Pi STA-24+3122 IOW PT ELEV-3x4Q Lu SLOW Pi EIEV�!33M --- im Pt?ELEV-339.80 PN STA-25+BB.64 m PN STA-21+87.90 PN S*-24+12.57 PN ELEV-337.93; PN EIEY-333.23 PN E}EV-3311 AD.-537x AD.-7.23X AD;_-3.371< k-2883 350 ., __....__ -.__N-28.01.._. _._.._;._______+ _...._. .. .&-�2.28-___.:".__.__- 1M� IBB' Qr J W N p i i o ry � � J DATE 8EALW vi ANN 340 ___... { i 4 ..__...___-__._ Po�SS10NAl Ed ti �L y-,q-� 1� � 33fi i sm 2 /W sm.s7+39 � i - i ----- ---.__. I__ PA0.1E4T MANAGER - --':--.. ------{FF ----- SCALE. 11 w w H : _�_._._.t._.._.- ..j__ -___.- - 330 IOI�LY SAVAGE 1•a �y j i DESM RrT I DRAWN RTTAISA KA8 2 325 325 SEC 21 T 234 R AIW ^e M M o °4 d E -3 ^� �g m FIE NO 33934 g gg DATE 4/26/2ON SCALE f W 20+50 21+00 22+00 23+00 24+00 25+00 26+00 27+00 27+3876 SHEET 3-OF 7 Ftsmo 33934 OAPEX ENGINEERING PLLC:b.7lE = � BELFAIR PARK AND RIDE GRADING / TESC PLAN A PORTION OF THE E 112 SECTION 21, THE W 112 SECTION 22 AND THE NE 114 SECTION 28, TOWNSHIP 23 NORTH, RANGE 1 WEST, W.M. BELFAIR, MASON AND KITSAP CODS, WASHINGTON GRAPHIC SCALE 50 0 25 50 too i ( IN veer ) I inch = 50 ft CONTH ATION ON 9FM-7 3 1 t \ GRAPHIC SCALE x so 0 25 50 to0 30+63.19 I ': ( IN FEET) I inch - 50 tt •C •ggql B uh Ift 1 T1 32+21.25 1 � � \ ♦ � \ \ \ _ — �-.'4 7.. :s:.. �. z i B PG 35+21.47 \ saostyr B j SEC MN 8-81 91EFT 6 I h W MCH PT.STA=31+03.90 HIGH PT ELEV=347.52 p= PVI STA=30+91.81 1=315JC PVI ELEV=347.88 PIA STA=31+66.10 Y410'21'10' AD._-5.28x PN ELEV-346.66 - Q K=1213 AD._14.10 M,q T q T ZV 64'%C K 4Y 1VC 0 Q 0) Y� � 04 X3 � 350 - - m-._----�— ymS yy `6�� PIA STA=34+44.22 Q y O PV ELEV=333.81 Q aD.=0.96z PN STA=41+0&91 \ K=78.23 PM ELEV-330.77 75' LOW PT.STA=37t6138 p�pFy 75 VC m LOW PT ELEV= 3.95 PM STA-37+29.23 209 \ `4s1� 'E N PN ELEV=32338 AKA 4Y�.11S 340 `` 1.. I AA 4.88X -... ~ _ S.._. Y 3/0 +n W . n,� W 1 ----- _... --- - w t -- \ n — — 33D N - - 330p QATE�AL® z .zw ----- i 330• - - - - 2os \ -_ 9 : 4 0 W� ZZ I \ I i 1 fy.fC15TEitiE�G� � StO320 -._------- .— 320 NAL E0 ,R y��y��/� r�O M. I PROJECT MANAGER 320 STA:WTW, IV STA:a70TW R 320 ��38'!'00 TO STAB 42f50 K1M3MYeAVAGE _ e SCALE: 1 = 50'H --- - - _ 1"- 5' V SCALE: 1"= 50'H 1" _ 5 Rrr V DRAWN RTT/A44A C 315 I C-cK®KA8 315 310 310 SEC Z T 23M R RIW FLE DAT "'Iry ^.'y, <'�+ mg E 412012DN = 33934 �M �i,�,, n„� n .`� `rN n� "�',,:,� .�• 9CALE }•30' n in n n SHEET 4 OF 7 30+30 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 38+00 39+DO 40+00 41+00 42+00 42+50 RE NO VAPEX ENGINEERING PLLC 2019 BELFAIR PARK AND RIDE 8 GRAPHICO25 SCALE E oo GRADING / TESC PLAN 0 A PORTION OF THE E 1/2 SECTION 21, THE W 1/2 SECTION 22 AND THE NE 1/4 SECTION 28, TOWNSHIP 23 NORTH, FLANGE 1 WEST, W.M. IN 50 1 inch 60 tt BELFAIR, MASON AND KITSAP COUNTIES, WASHINGTON O Q �_....__- 39.+.�.— �' •r i �c. :/� } Aa ;48+00 •¢�$�., ,.t � ____ —— —'SN' —Sli—_�`r — _= In 3 az r 1 —�. r r.. -•f t -. .,� + 3 5?+fl6�' -x_ /a16sOD- \ �v°�a SECTION B-B,SHEET 6 D = J N jFUTURE BELFAIR PAR - 1 SECTION c-c SHEET 6 OND RIDE SITE ! a' UATC+LW COWM/ATDON ON Si$T 6 W GRADIM NOTE: Q EXISTING GRADE FOR STATION 46+68 TO 56+00 WAS TAKEN FROM IOTSAP COUNTY Gs. CC Z ELEVATIONS SHOO MAY NOT REFLECT EXISTING GROUND ACCURATELY. a: oCL o X3 '.. - HW PT STA-45+21.64 R/w R/W i /M' I HIGHPT ElEV 33$59 -+, I { R LC Q O PN STA-45+24M PN ELEV-335.83 } n A Q IA.D.--2OW I 350�._--_-. I -._f, K=28..54..,_ _...�.- }...... 350 W /s /y) I I i � ---- �+ i mn + i an x i w i END EX.GRADE FROM S BEGIN 0 AP CUNTY GISCJ. DATE SEALED t �� ' i 6�av AtJAN�S,4 ' -.9 X _.___. ... ——`� i BEGIN SCJ. IX GRADE- { 0 4 a ----- __.--_�330 y.S,CISTE �G END EX.GRADE FROM X STA-42f50 TO STA 56 MO i ( PF<JECT MANAO9i �— SCALE1 5H �——— —_-- 4. -- —+-- KwE$4_Y SAVAGE g t'•5'v� DESICIN RTT { i DRAWN Rrr/A6A 5320�— -- � -- ----_ 320 crE KAS R FIE No 33934 DATE 4/28/201D SCALE r'60' 42+50 43+00 44+00 45+00 46+00 47+00 46+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 SHEET 5-OF FEE NO — L-APEX ENGINEERING PLLC 2019 BELFAIR PARK AND RIDE 8 GRAPHI�c s 50 too GRADING / TESC PLAN A PORTION OF THE E 1/2 SECTION 21, THE W 1/2 SECTION 22 AND THE NE 1/4 SECTION 28, TOWNSHIP 23 NORTH, RANGE 1 WEST, W.MIN FE . ILan 50 fL BE-FAIR, MASON AND KITSAP COUNTIES, WASHINGTON 70' 3 fA CLEARED AREA AREA TO 1 . "- REPLANTED TO BE o- e�j REPLANTED ,�// D FC * �I I I I EG ij A—A LOG YARD ROAD / 1I 60' CLEARED ACCESSTS r �__——_ _ _ ® __ ® 153+ / 1 _r -ys51 00 ----- --- 157+00 156 00 CQ7 N t-. \ --------------------- 6164 Aix 60� SP I 'o < O AREATO BE AREA TO BE N dx .,�... fT REPLAN x �.-SECTION C-6 SHEET 6 I _..... REPLANTED \ FUTURE 2x BELrEn AfVD RIDE S 4.•) zz 4:1 Fc rLL MATpile 00WM/An W SIN MW 5 GRADING NOTE B—B EXISTING GRADE FOR STATION 150+00 TO 156+00 WAS TAKEN FROM SCJ ALUANCE. 60' CLEARED ACCESS ELEVATIONS SHOWN MAY NOT REFLECT E10STWG GROUND ACCURATELY.ROAD GRADE DESIGN N.T.S. WAS PERFORMED BY SCJ ALLIANCE. () n 350 8 350_ ._..__ _._._. _.__._... ED AREA 'w AREA S TO BE AREA TO BE REPLAN Z O g N '. REPLANTED Q Q CL [dT Lc 340 W.J . .. EG� .. "•EG u � N C—`/ m N , 60' CLEARED ACCESS w 60 _. _.... ...._.__.. QEARMAREA AREA r U 1 10 I AREA TO BE REPLAN Tn BE DATE 8E4L ' REPIANTED A eg Sq 2% 2X 21� '\May a 1 ------ 320 �SCNAI Ea\ I D—D STA•152+00 Tip STA: L16+00 RED ACCESS scat£ 6 CLEA NTs � � r'------._.'�- _._._. Kw�iLY SAVAGE : r so H 1• _ 5. V DESM RTT DRAWN RrrAeA afac®KAS 310' 310 SEC 21 T 234 R RN1' FILE 33934 DATE 4t26/2M SCALP t'aU n M 152+00 153+00 154+00 155+00 156+00 157+00 SB+oo SHEET�OF 7 R.E NO 3n" � F-,,-11 W PLLC 201R BELFAIR PARK AND RIDE GRADING / TESC NOTES AND DETAILS a A PORTION OF THE E 1/2 SECTION 21, THE W 1/2 SECTION 22 AND THE NE 1/4 SECTION 28, TOWNSHIP 23 NORTH, RANGE 1 WEST, W.M. BELFAIR, MASON AND KiTSAP COUNTIES, WASHINGTON CRADINa EROSION AND CATION CONiHOI NOT> I.ON-SITE INSPECTIONS ARE REQUIRED AT THE FOLLOWING CONSTRUCTION STAGES: INSPECTION THE SEQUENCE BELOW IDENTIFIES SIGNIFICANT ITEMS WHICH MAY OR MAY NOT OCCUR IN THE ORDER SHOWN DUE TO THE APPLICANT'S METHODS OF OPERATION,TIMING,AND OTHER EVENTS ITEMS 1. STOCKPILES SHALL BE STABILIZED(WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) SA.�A . D.INSTALLATION OF EROSION CONTROL FACILITIES PRIOR 70 REARING INSPECTION. BELOW W NOT CONSTITUTE A COMPLETE SEQUENCE AND SOME ITEMS CAN PROCEED b.COMPLETION OF CLEARING INSPECTION. CONCURRENTLY WITH OTHERS DAILY BETWEEN NOVBMBER i AND MARCH 31. 1. MULCH MATERIALS SHALL BE COEPGSf,APPLIED AT 2'MINIMUM 1H1!XNE55. zz e UPON COMPLETION OF EXCAVATION,FILLING,AND EARTHWORK INSPECTION. 1. OBTAIN ARIGHT-OF-WAY PERMIT FROM MASON COUNTY FOR ALL WORK WITHIN PUBLIC 2 IN ANY SEASON'SEDIMENT LEACHING FROM STOCK PILES MUST BE PREVENTED. 2 COMPOST MATERIAL USED FOR EROSION CONTROL MUST MEET WSOOT STANDARD SPECIFICATIONS 9-f4.4(8)FOR COARSE COMPOST.E)CELIFN7 MULCH FORE PROTECTING FINAL GRADES UNIX d.COMPLETION OF PROJECT INSPECTION. RIGHT-OF-WAY. J. TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION,WHEN THE IAIIDSCAPRM.BECAUSE IT CAN LL DNECILY SEEDED OR TILLED INTO SOIL AS AN AMENDMENT. e.AS NEEDED TO DETEFUIINE COMPLIANCE WITH APPROVED PLANS AND/OR SPECIFICATIONS. SUBGRADE IS EXCESSIVELY NET OR WHEN CONDITIONS EXIST THAT MAY OTHERWISE BE 2 HOLD PRE-CONSTRUCTION CONFERENCE WITH MASON COUNTY, CONTROL ENGINEER AND A DETRIMENTAL 70 PROPER GRADING OR PROPOSED SODDING OR SEEDING. 3. BECAUSE SHALL BE USED ILeREDlnmr AFTER SEEDING At M AREAS INCH CANNOT BE SEEDED 2.ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE CONTRACTOR'S REPRESENTATIVE PROVIDE DISC LEAD WITH DISC CONTROL REPORT. BECAUSE OF gam• PLANS SHALL BE CLEARLY FLAGGED N THE FIELD AND OBSERIAD DURING CONSTRUCTION. 3.CALL 811 ONE-CALL LOCALE FOR THE LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL 70 4. PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOPSOLED SHALL BE 4. ALL AREAS MOMMG MULCH SHALL BE OCIM90 9Y NOVEMBER 1. oo 3.ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES,AND PROTECTIVE ASURES CONSTRUCTION.EXISTING WATER AND GAS UTILITIES MUST BE POTHOLED TO IDENTIFY LOCATION MAINTAINEDMAINTAINED ACCORDING PO?HE APPROVED PLAN. ME 2 FOR CRITICAL AREAS AND SIGNIFICANT TREES SHALL BE INSTALLED PRIOR TO INITIATING ANY AND DEPTH PRIOR TO ANY CONSTRUCTION ACTIVITY 5, MUCH MATERIAL 94ALL BE USED PER OW CITE t.'THE 2005 STORBWATER MANAGEMENT MANUAL CONSTRUCTION ACTIVITIES. ® FOR WESTERN WASHW7O1. 4.ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN 4.ESTABLISH AND MG CLEARING AND GRADING LIMITS. i. SEEDING MIXTURE SHALL BE AS FOLLOWS AND SHALL BE APPLIED A7 THE RATE OF 120 LBS/ACRE: OPERATION PRIOR TO ANY LAND CLEARING AND/OR OTHER CONSTRUCTION TO ENSURE THAT S APPALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AS IDENTIFIED ON THE SEDIMENT LADEN WATER DOES NOT ENTER ANY EXISTING DRAINAGE SYSTEM. THE CONTRACTOR APPROVED PLANS. PERCENT PERCENT PERCENT IOPOGR GIP, E CONTOUR'HAS BEEN APPROXIMATE AND CONVERTED F�tl,l SHALL SCHEDULE AN INSPECTION OF THE EROSION CONTROL FAAUTIES PRIOR 70 ANY LAND NAME BY WEIGHT PURITY GERMINATION pTSAP CIS THE CONTOURS ARE APPRO%BIA7E EASED pi THE lf01114471O1 CLEARING AND/OR OTHER CONSTRUCTION. ALL EROSION AND SEDIMENT FACILITIES SHALL BE 6.COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN FIVE DAYS DURING THE DRY PROVIDED. aa�� MAINTAINED M A SATISFACTORY CONDITION AS DETERMINED BY THE CITY,UNTIL SUCH TIME THAT SEASON OR TWO DAYS WRING THE WET SEASON WITH COMPOSTED MULCH,WOOD BASED MULCH CHEWINGS OR ANNUAL BLUEGRASS 40 98 90 I.), CLEARING AND/OR CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ONSIIE EROSION HAS OR EQUIVALENT (fESTUCA RUBRA VAR.COMMUTATE OR PDA ANNA) UTUTES •� ��Y PASSED. THE IMPLEMENTATION,MAINTENANCE,REPLACEMENT,AND ADDITIONS i0 THE EROSION / 7.STABILIZE AREAS THAT REACH FINAL GRADE WITHIN FIVE DAYS. PERENNIAL RUE(LOLIUM PERENNE) 50 98 90 BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS US: r of AND SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE BY FEATLNES 5.THE EROSION AND SEDIMENTATION CONTROL SYSTEM FACILITIES DEPICTED ON THESE PLANS ARE d FINISH GRADING TRAVELED WAY AND SHOULDER. REDTOP OR COLONIAL BENTGRASS 5 92 85 LOCATED IN THE FIELD.APEX ENGNELRING ASSUMED NO LIABILITY FOR DIN INTENDED TO B:MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS (AGROSTIS ALBA OR AGROS77S TENDS) THE ACCURACY Or THOSE RECORDS.OR FOR THE FINAL LOCATION OF C 5£ CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE,FACILITIES WILL 9. RE-VEGETATE ALL DISTURBED AREAS PER LANDSCAPE PLAN. EXISTING UTHUIF.T IN AREAS CRITICAL 70 DIE DESIGN. �.�4 BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE SITE. WRING THE COURSE OF WHITE DUTCH CLOVER 5 98 90 0 3 a CONSTRUCTION,IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS 10. CLEAN CONSTRUCTION SITE AND INSTALL PERMANENT STABILIZATION. (TRIFOIUM REPENS) N of ANY NEW CONDITIONS THAT MAY BE CREATED BY THEIR ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES,OVER AND ABOVE THE MINIMUM11.CALL MASON COUNTY FOR FINAL INSPECTION.UM REQUIREMENTS,AS MAY BE NEEDLED TO PROTECT 2, THE OPTIMUM SEEDING WINDOWS FOR WESTERN WASHNGTON ARE APRIL I THROUGH,DINE 30 AND ADJACENT PROPER ON TIES,SENSITIVE AREAS,NATURAL WATER COURSES,AND/OR STORM DRAINAGE 12 UP FINAL INSPECTION APPROVAL,REMOVE REMAINING EROSION CONTROL FACILITIES SEPIEMBER 1 THROUGH OCiOBER i � SYSTEMS 3. SEEDING THAT OCCURS BETWEEN,ULY I AND AUGUST 30 WILL REQUIRE IRRIGATION UNTIL 75% 6,ANY DISTURBED AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK GRASS COVER IS ESTABLISHED.SEEDING THAT OCCURS BETWEEN OCTOBER 1 AND MARCH 30 WILL IS ANTICIPATED FOR A PERIOD OF 7 DAYS OR MORE WRING THE DRY SEASON(MAY 1-SEPT REQUIRE A MULCH OR PLASTIC COVER UNTIL 75%GRASS COVER IS ESTABLISHED. 30)OR 2 DAYS OR MORE IN THE NET SEASON(OCT 1-APR 30).SHALL BE IMMEDIATELY STABWZED WITH MULCHING,GRASS PLANTING,OR OTHER APPROVED EROSION CONTROL TREATMENT 4. BEFORE SLIDING,INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT APPUCAB.E TO ME TIME OF YEAR IN QUESTION. GRASS SEEDING ALOE WILL BE ACCEPTABLE il]RRAGES M1IRCEPTOR EKES,SIDLES LEVEL SPREADERS AND SEDIMENT BASINS ONLY WRING THE MONTHS OF MAY THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED 5. THE SEEDBED SHALL BE FIRM WITH A FAIRI.Y FINE SURFACE',FOLLOWING SURFACE ROUGHENING. OUTSIDE THE SPECIFIED 71ME PERIOD WHENEVER IT IS IN THE INTEREST OF THE PERMITIEE BUT PERFORM ALL OPERATIONS ACROSS OR AT RIGHT ANGLES TO THE SLOPE. SHALL BE AUGMENTED WITH MULCHING.NETTING,OR OTHER TREATMENT APPROVED BY THE CITY. 7.IN CASE EROSION OR SEDMENTATION OCCURS 70 ADJACENT PROPERTIES,ALL CONSTRUCTION WORK 6. FERTILIZERS ARE TO BE USED ACCORDING TO SUPPLIERS RECOMMENDATIONS AMOUNTS USED Uj WITHIN THE DEVELOPMENT THAT WILL FARTHER AGGRAVATE THE 97UATION MUST CEASE.AND THE SHOULD BE MINIMIZED,ESPECIALLY ADJACENT TO WATER BOXES AND WETLANDS o OWNER/CONTRACTOR SHALL IMMEDIATELY COMMENCE RESTORATION METHODS RESTORATION NOTES it Z ACTIVITY WILL CONTINUE(MITE SUCH TIME AS THE AFFECTED PROPERTY OWNER IS SATISFIED.& 1. Wattles shah be in accordance with Standard Specification � NO TEMPORARY OR PERMANENT STOCKPILING OF MATERIALS OR EQUIPMENT SHALL OCCUR WITHIN cowrouR LINE GyV,pl &ta.6(s). install WaI)les sang contours. Insteuaaon shall ...1 Z CRITICAL AREAS OR ASSOCIATED BUFFERS OR THE CRITICAL ROOT ZONE FOR VEGETATION 7 t\ PROPOSED FOR RETENTION. b)In accordance with Standard Specification 8-01.3(10). L Q Q ANGLE TERMINAL END UPNLL 24'TO 4F 2 6acv.aty knot aach and of NIima 0-P ad)acant Wan* -TO PREVENT PLOW AROUND VATTLF ra r a W XM 7REATEO a td9 12'behind ona another and seamy 1E together. l�\/I- / MIOOOBi iRspafTNry i n ALLOBOMS ALTBMIMW! �' /! �T 3. C2mpad excavated so,!and trenches topre�•ent undercutbn �g O 3 N 0���00� vwTTu � Additional stang maybe necessary to prevent underctrtting. Q Q� m ��A��yy�,�,�L// FOR SITE ST pp TION 4. IrsWl Waive peryendkular to Bow along contours. (L Gn s 47GMt7LJIrML 1�.T7 SITE!� 17 1 j'10NLQA I M• ,AI• TRENCH-SEE.NOTE 1 Q - IL 5. Wattles shall be inspected o enure and immediately after n Q a rtr nfah oarWproduces contact b ensure Bey remain UarDugtMy gb�y WISED AREA TaF'AL.rxan EGIR Osas_.= - eTtrenctred erd in eontBdt wM the add LL.Gs�E11 hEi/DRr SINGLE FALLr()) 3 DAYS/IEAWER IETO✓00N7 WETy11Ity ALL DIRER(I) 3 DAYS WEATHER IIEPF1gDlT �.:( �P / 6. Perform maintenance in aaordence wrth standard Spaci IJ NET 250DD 5 DAYS(3) M"I° nutlon 001.3(16). etunJ NOTES (1)-SINGLE FAMILY RESIDENTIAL LINT OF 1A AGE OP09D SURFACE ESC CGPONENTS MUST BEM ti ! I• 7 Rater to Standard Specification 8.01.3(16)for removal w PLACE. v` (2)-ALL°EIEIAITIETNT FXCLU91E OF 918E FAMILY. \ (3)-PAYING PRQE'C5 ONLY,MAY BE EKIENIM WEARER Pf7MT1NC DISC ONOOTS(F REQ(00) MDST BE N RA(£ SASA9:MIST BE N RAM M11M 7 DAYS AFIFR REACHING GRADE f W IJ w - .J 2* r 24•NODOEN F U STARE(TYP) //+ `\ '�•' WATTLE DETAR DATE SEAiJa) "-' ANN S TADOER OvERLAPS GTYP.) ���,�!!! O��CF WASy�9 aOPp •4`� 1 �.= y�, tilc� 1-*":01 �E0 , � � TRAPPM(TYP AVAILABLEAREA FOR 6EDINIENT y, a v PUNVfEW STAiEa o� 4 VASHINGTON �Fy�EC151E aG °° -7eAtdVPQa, REGISTERED SIGNAL .-.•.•........... P fDDATE LANDSCAPE ARCHITECT E(SPACING TAaLE(IYPJSandra L SaOabury pqD•F���R=25'WIN. LICENSE NO NO NI�LY SAVAGE 8"OdANETER12'MNOPENWATTLE SPACING TABLE �uro tov2ot_T (6'MSI LE FAMILY LOTS ELOPE MAIMIUMI pacwt; VwTTlE 1}YP T_ t-- _. Von "^"^._ SINGLE FAIRLY LD75 +'18'QUARRY SPALLS IN:IV v•s 6EE DETAIL WATTLE INSTALLATION DRAWN (4'TO 6'FOR RESIDOIOAL KAS SINGLE FAMILY LOTS 1 ]N:1v y8.v ON SLOPE _�® RE J STANDARD PLAN 1-30.30-01 �No 33su R PROVIDE NIL WIDTH OF pKRE36/EpiE3S AREA 3":H 1b•p ' SHEET t OF t SHEET DATE 4M:N o•r ___.._.... ____.._...... � APPROVED FOR PUSLICATION_._.. ._ SCALE ENTRANCE DUAL SECTION O N�eseo Nrr N MM Mv+-a, SHEET ZOF? N.T.S.E0S. WATTLE INSTALLATION ON SLOPES � �rAr4n4N„r...o...n.,.,..r T,..,..rm. FILE NO _-_]qOr��� ¢- ®APEX ENGINEERING PLLC 2019