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HomeMy WebLinkAboutGRD2019-00006 Belfair Water Line Extension Belfair Park n Ride Multiple Parcels - GRD Application - 6/4/2019 PEFZMIT NO. d�; " (� MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT E I` 'r D wM.CO.MASON.WA.US BUILDING,PLANNING•FIRE MARSHAL (360)427-9670 h I t.352 v C y Mason County Bldg.8, (360)275-4467 Belfair ext. 352 ► 4 615 W-Alder Street, Shelton,WA 98584 (360)482-5269 Elma tM :#A 2019 LAND MODIFICATION PERMIT (Grading Pernet� .. 1-- -J6Df 'G OR'NER INFORAATION: 1 CONTRACTOR INFORMATION: } NAME: Dax id Overton ( NAME: . IAy je— r1fL/FFt-� t MAILING ADDRESS: P.O.Box 147% I MAILING ADDRESS: 10 CITY:Tacoma STATE: WA ZLp�__98401 CITY: At-L11A STATE:` ZIP: ' i PHONE: 366-2FF-6595- CELL:z06 PHONE: CELL Fyn G� SO EMAIL: daNid@eeoierton.com EMAIL : 25,-tr2-4`i01 _ L&[ REG# I} EXP. PARCEL INFORMATION: 123214300130 12328000300 12321400000 FARCEL 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 s DIRECTIONS TO SITE ADDRESS AC'*- IS t��S ,FJzra�+�l ZGfi YA1nD F- �rtir-��- I�yOt �3 �-rA at= 174 IS PROPERTY WITHIN 200 FT: SALTWATER❑ LAKE ❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF ❑ STREAM ❑ 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 5 TYPE OF JOB: EXCAVATION ❑ FILLING ® GRADING CUTTING R OTHER ❑ I TOTAL SIZE OF PARCEL 113 ac ACRES/Sp FT SIZE OF AREA TO BE EFFECTED 333,180 igE £�3/SQ FT ESTIMATED AMOUNTY OF CUBIC YARDS Net 4,896 CY 7 Cut 6,823 CY 11 192-C DOES THE SITE HAVE SLOPES I4%OR GREATER YES[] NOR i DESCRIBE SCOPE OF WORK Grade a 5,553 foot long 60'wide area to accornodate the insaBation of a water line extension.3,764 LF has ea com ete . WILL FILL BE BROUGHT ON SITE? IF YES,SITE ADDRESS: No WILL EXCAVATED MATERIAL BE TAKEN OFF SITE?IF Y'ES, SITE ADDRESS: No _ DOES FILL CONTAIN POTENTIAL HAZARDOUS MATERIALS? HAS 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 YES ❑ NOR WILL WORK ALTER WHERE STORMWATER OF GROUND WATER ENTERS OR EXISTS THE SITE? YES ❑ NO �] WILL QUALITY,QUANTITY OR VELOCITY OF STORM/GROUND WATER BE ALTERED? YESr N1'1LL THE RUNOFF BE COLLETED/CONTROLLED BY INTERCEPTORS.CURTAIN DRAINS OR OTHER DEVICES? ES ❑ NO ❑X WILL THE LAND BE REPLANTED UPON COMPLETION? WILL THE PROPOSAL RESULT IN SLOPES STEEPER THAN THOSE CURRENTLY ON SITE? YES ❑ NO K] IS THE SITE WITHIN 200 FT OF A DESIGNATED SHORELINE OR A WETLAND? YES ❑ NO 11 YES N011 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 older or parties of interest regarding this project. The owner or authorized agent represents information provided is accurate and grants employees of Mason County access to the above described property and Structures f s review and inspection. Thisthat the days or if construction work permit/application spenned for a becomes Period of 180 days. PROOF OF CONTINUATIONzed �OF IWORKomntenced within 180 or lNSPECTS N. INACT V OF THISEIiMIT APPLICATION OF 180 DAYS WILL VA (DATE THE APR t IS BY MEANS OF X APPLICATION. SignafGre of Applicant 1 uate� Print Name �--�•� OWNER/REPRESENTATIVE!CONTRACTOR (CIRCLE To INDICATE) BELFAIR PARK AND RIDE COVER SHEET 0 A PORTION OF THE E 1/2 SECTION 2t THE W 1/2 SECTION 22 AND THE NE 1/4 SECTION 28, TOWNSHIP 23 NORTH,RANGE 1 WEST, W.M. , - BELFAIR,MASON AND KrrSAP COLINTIES, WASHINGTON GRAPHI ZSCALE ,' //" \\`;`\ ` / R E C E I V, ' �D 200 0 100 20D 400 /I m' ch - 200 fL N M N \ / � 615. eet g LEGAL DESCRPTION= A PORTION OF THE NORTHEAST QUARTER AND THESOUTH QUARTER OF THE SOUTHEAST QUARTER OF SECTION 21,TOWNSHIP 23 NORTH,RANGE 1 WEST OF THE WIUAMETE MERIDIAN,MASON COUNTY,WASHINGTON. 1 T C Y MORE S.PECFlCALLY DESCRIBED AS / / \ Q� FQLLDws 7 \ / \ \ / 'sx VICINITY MAP COMMENCING AT THE SOUTHEAST CORNER OF SAID / -/------ P LA N N I N Q/i SECTION 21: / \ THENCE NORTH OO.09'15'EAST,ALONG THE EAST LINE \ C OF SAID SECTION,a o1srANGE / l�LL SETBACKS ARE MEASURED �,� o < OF SA FEET: / I \ \`\ /3 SUE DATA --' y o 4 THENCE NORTH 62.4541'WEST,5.58 FEET TO THE _ / FROM THE FU RTH EST\ \\ gt' // SITE AREA: :- 25) W+ B (AF,WA ACRES) a BEGINNING OF A 500.00 FOOT RADIUS /�/ / SITE ADDRESS: 25XX%wA-3 ff1.FAR,wA 98528 o m \ I NUMBER OF LOTS:20 O1 o c CURVE CONCAVE NORTHEASTERLY: / �,i ROJ ECTIO N OFT H E B U I L D)N G ' / SMALLEST LOT:LOT 15=1.89+/-ACRES $:> THENCE ALONG THE ARC OF SAID CURVE 329.54 FEET / THROUGH A CENTRAL ANGLE OF / �\, \\ LARGEST LOT:LOT 6=21.33+/-ACRES ^ THROUGH / I \ \ \ S' / STREETS: 1,893+/-LF.100'R/W,201,3D4+/-SF. THENCE NORTH 24W'55'WEST,414.33 FEET TO A -� 4,499+/-If.60'R/IY,270,652+/-SF. \ N POINT HEREINAFTER KNOWN AS / ✓\ ,, ''-I $ TOTAL STREET AREA: 471,956+/-SE(1083+/-ACRES) REFERNCE PANT'A'; VEGETATION TO BE CLEARED: UNDERBRUSH,SHRUBS.AND EVERGREEN TREES 1D THENCE SOUTH 65116'05'WEST,50.00 FEET TO THE <'\,,'.: '� BE REPLANTED POINT OF BEGINNING; , �o`• `,..,,; / THENCE SOUTH 46'OO'OD"WEST;479.74 FEET; / •�;� - U77LMES THENCE NORTH 44WOD'WEST,5820D FEET; / / �\ �' WATER BELFAIR WATER DIST./1 THENCE NORTH 35.00 F EAST,497.00 FEET lO THE _- __ \ / POWER PUD NO.3� ' ---------- • - SYSTEM BEGINNING OF A 35.00 F007 RA0R15 f "�. / ,� 1 / OFF-SITE PT: 38+36.86 GAS: UNKNOWN L1J WRVS CONCAVE SOUTHERLY \ /THENCE ALONG THE ARC OF SAID CURVE 54.98 FEET TELEPHONE QUEST/ I \ %•,•;%' ! Ci Q THROUGH A CENTRAL ANGLE OF5� CC z 90SW 44.00 SOUTH '00"EAST,303.19 FEET TO THE / ,/ \ \vi QC�' / VERTICAL DATUM THENCE \ / o-B15.39, ;' NAT 88(WASH.BUT OF TRANSPORTATION) o W Z BEGINNING OF A 550. FOOT RADIUS / nn( WRVS CONCAVE E ARC F SAID; `\ CONTOURS Q 3, THENCE ALONG THE ARC OF SAID CURVE 18240 FEET THROUGH A CENTRAL ANGLE OF w.MASON P. 5 MAJOR �LJ ME MST THENCE SOUTH 24'59'55"EAST,6B46 FEET TO THE <� I / (M1 ) C: 35+21.47 Q / T MINOR cr Z O mo a tN W POINT OF BEGINNING. \ // \ TAX PARCEL NUMBERS Q Q> Q (CONTAINING304,931 SO.FT.,MORE OR LESS) �\ / \\ (� S 1L TOGETHER WITH AN EASEMENT FOR INGRESS,EGRESS \ 123214300130,12 280003000,1232141000M 12321440D000 V AND UTILITIES OVER A PORTION OF THE I \ / / `\ PROJECT DESCRIPTION Q NORTHEAST QUARTER AND THE SOUTHEAST QUARTER PT. 32+21.25 / l5 Q OF THE SOUTFffAST QUARTER OF // GRADING AND EROSION CONTROL FOR WATER LINE INSTALLATION SECTION 21,TOWNSHIP 23 NORTH,RANGE 1 WEST OF SOILS THE WILLAMETTE MERIDIAN,MASON W COUNTY,WASHINGTON,LYING 50.00 FEET ON EACH I PER NRCS WEB SOIL SURVEY, SIDE OF THE FOLLOWING DESCRIBED \ PC: 30+63 ALOERWOOD GRAVELLY SANDY LOAM CENTER LINE \ WA STATE / EVERETT GRAVELLY LOAMY SAND m \ / BEGINNING A7 AFOREMENTIONED REFERENCE POINT (RESOURCEIMINING)'A'; \\ \\ PT: 30+14.36 CRIT7CAL AREAS THENCE NORTH 2600.00'WEST.RADI&46US FEET 70 THE \ \ WETLANDS LISTED UNDER THE NATIONAL WETLANDS INVENTORY TO THE BEGINNING OF A 600.00 F007 RADIUS \ \ ' CURVE CONCAVE SOUTHWESTERLY; ( - \\ \\ / NNO OO EROSION CONTROL KNOWS KNOWN TIME AT THIS TIME LU Z THENCE ALONG SOUTH OF THE PROXCII THE ARC OF SAID WRVS 198.98 FEET / I `\ MICHAEL A LISA`\ THROUGH A CENTRAL ANGLE OF EDOX \ • NO OTHER CRITICAL AREAS ARE KNOW TO E)OST ON SITE J 19V0'05 `\ (AMC.) \ THENCE NORTH 44'00'00'WEST,67376 FEET,MORE ° ( `\ \ LEGEND TO LESS, THE EASTERN MARGIN OF (COMM) ®_) \ `\\ / - ;t CONSTRUCTION ENTRANCE PER DETAILS STATE ROUTE 3 AND THE TERMINUS OF THIS I \ DESCRIBED LINE / I INNFORD \ \ SHT 7 DATE BEAT,® 4h� a5 THE SIDELINES OF WHICH ARE TO 13E LENGTHENED OR ASHE uC \ \ SHORTENED AS NEEDED TO INTERSECT ` \ `\ F,R�F wASSgL EACH OTHER A7 ALL ANGLE POINTS AND THE EASTERN / ------- (COMM) ®CLEARING LIMITS 0 0 1.yNA'x y ---- -------------- PROPOSED GRADE CONTOUR MARGIN OF STATE ROUTE 3. 501Rff22'W cA ----- / DOSTING GRADE CONTOUR ----- i PER NOTES AND DETAIL AN MULCH 1 , I 17311:2E PER NOTES AND DETAIL ON SHT 7 i"s clsTEa c,` SmRC22'W fA1.7Y REPLANT TREES WHERE APPROPRIATE SAONAI Ed J �� / 87. / ® ®STOCKPILE PER NOTES SHT 7 ( o-sl�srw / GRADING OUANTITIES t \ \ ��7,r. -y7W-®STRAW WATTLE PER DETAIL SHT 7 PFICNJEar MANACM PROPOSED STORM DUN LINE CUT 6823 C.Y.t 10i®LY SAVAGE \ FILL= 1927 C.Y.t 1 2K7r\ NET= 4896 C.Yi(CUT) - -- PROPOSED CENTERLINE E9dN Rrr D �\\ NOTES, GRAVEN ACCESS PER DETAIL SHT 7 NJ DRA RrrAeA \ \ \ / QUANTITIES CALCULATED FROM EXISTING �-� DUSTING GRADED AREA TO BE CF£ �C KAS - GRADE TO FINISH GRADE STROPPING OR SOIL /( REPLANTED SEC Z T 23N F1 RWY SUITABILITY NOT ACCOUNTED FOR. nAD / SHEET INDEX FILE NO S, 'v THE ABOVE QUANTITIES ARE ESTIMATES SHEET 1-COVER SHEET DATE 4726/20i SHEET 2-GRADING/TESC gCel c T-20V ONLY.THEY ARE INTENDED FOR THE PERMITTING PROCESS DO N07 USE FOR BID PURPOSES. SHEITT 3_GRADING 1 ` C TE SHEET 4-GRADING/iLSSC_ SHEET 1 OF 7 _ SHET6-GRATING/TESL FILE NO 33W4 SHEET 7-NOTES AND DETAILS BAPEX ENGINEERING PLLC 2019 BELFAIR PARK AND RIDE COVER SHEET RECEIVED A PORTION OF THE E 1/2 SECTION 21, THE W 112 SECTION 22 AND THE NE 1/4 SECTION 28, TOWNSHIP 23 NORTH,RANGE 1 WEST, WJA a yJ�4 BELFAR, MASON AND K7SAP COUIdTES, WA,%MTON 4) z JUN04201 GRAPHIC SCALE 2 I WO 400 615 W. Al Street ( INS, ) -- - ---/- - - -200 f - - - - --- -L inch \ �/- -- - -i IL®ING x ?i rk LEGAL DESCRPTlON A PORTION OF THE NORTHEAST QUARTER AND THE SOUTHEAST QUARTER OF THE / ( / \\ \ i\ •\ \y / /� �/' •\ ,� SOUTHEAST QUARTER OF SECTION 21,TOWNSWP 23 \ / NORTH,RANGE 1 WEST OF THE / / I / \ \ / L77 r'n WILLAME7E MERIDIAN,MASON COUNTY,WASHINGTON, MORE SPECIFICALLY DESCRIBED AS - VICINITY MAP Nm� COMMENCING AT THE SOUTHEAST CORNER OF S/D -/----- `\\ // \\ \\ / > ' WALE.r woC SECTION 21;THENCE NORTH DOD9'IY EAST,ALONG THE EAST LINE OF su0 SECTION.a DISTANCE a / I \\\ i+' SITE DATA H 811.29 FEET; \\ THENCE NORTH 62'45'41'WEST,5.58 FEET ro Tlff _ / / \\ \\\ g<�� / SfTE AREA:4,921,3D8+/-SF(112.98+/-ACRES) 3 BEGIUNNG OF A 500.OD FORT RADIUS /v \ SITE ADDRESS 25)=WA-3 BELFAR,WA 9B528 .00 H Ex CURVE CONCAVE NORTHEASTERLY: NDYBER OF LOTS:20 THENCE ALONG THE ARC OF SAID CURVE 329.54 FEET \ i / \ i SMALLEST LOT:LOT 15 1.89+/-ACRES o THROUGH A CENTRAL ANGLE OF LARGEST LOT: LOT 6=21.33+/-ACRES �+ 3T4547. / I \ 3\ 47 / / \ .� ''�' >\ " \ /� STREETS : 1,893+-LF.100'R 201,304+-SF. n THENCE NORTH 2459'S5'WEST,414.33 FEET TO A '`t9 -� 4,499+/-LT.6(Y R/TL 270,652+/-SF. \ \ N POINT HEREINAFTER KNOWN AS / ( / ) v' •' TOTAL STREET AREA:471,956+-SF. 1083+-ACRES � , VEGETATION M BE CLEARED:INDERB SHRUBS,AND SHR AND EVERGREEN TREES TO REFERENCE POINT'A; /J I ) THENCE SOUT OF H6ti0Y15-WEST,50.00 FEET TO THE REPLANTED THENCE SOUTH 46D0'OD'WEST 479.74 FEET, \ : UT LMES WATER POO NC WATER OHSf.it THENCE NORTH 44'00D0'WEST,58200 FEEL' / / `. �, ` y / POWER FIND SIT 3 THENCE NORTH 43&W F EAST 497.00 FEET m THE \ J ' BEONNpNC OF A 35A0 FORT RADIO --f------_ OFF-SITE CONCAVE SOUTHERLY \ , SEWER Off SINE SEWER SYSTEM THENCE ALONG THE ARC OF SAID CURVE 54.98 FEET ( \ / PT: 38+36. �• J/ ! % / TELEPHONE,QUEST 0 THROUGH A CENTRAL ANGLE OF I ^ / ;T/�/// 90DOV0'; VERWAL THENCE SOUTH 44TT0'OO•EAST,303.19 FEET TO THE /' \\\ / 3 NA DATUM l (WASH. OF TRANSPORTATION) 0 Z BEGINNING OF A 55MOO FOOT RADIUS I/ Z OCUR THENCE ALONG THE SOUTHWESTERLYCONCAVE CURVE 1824D FEET // SOURS Q you N THROUGH A CENTRAL ANGLE OF \ N.MASON I- THENCE:•: 59 <\ ` ' / (Mw) C 35+21.47 / 1' � Z 0 X 3 MEMODIST 7FEINCE SOUTH 24 'S5•EAST 6846 FEET TO THE POINT OF BECMMNG. // / TAX PARCEL NUMBERS (CONTAINING 304,931 SO FT:,MORE OR LESS) \ 7OGE'M WITH AN EASEMENT FOR INGRESS,EGRESS \� / \ 12321430030,123780003000,1232141DOD00,t23214400000 ¢ Q Q AND U797TE5 OVER A PORTION OF THE I \ T.,32+21.25 / PROJECT DESCRIPTION VV 0 NORTHEAST QUARTER AND THE SOUTHEAST QUARTER OF THE SCI M457 QUARTER OF I // GRADING AND amm CANTRQL FOR WATER LINE INSTALLATION 1Q THE SECTION 21,roWNSWP 23 NORTH.RANGE 1 NEST OF / SOILS t'�L THE INt1AMET7E MERUOAIN,MASON I / � W ASINGI'ON,LYING 50.00 FEET C91 EACH \ PER INCS WEB SOIL SURVEY SIDE OF THE F m CENTER LINE 7)LLONNG \\ NA STATE PC 30+Ni3.1 / EVERETT GRAYEIJ�Y GRAVELLY SAND \ (NEmim¢Asru+c) KGIN ZING AT AFORDOMO4ED REFERENCE PMW'A; / \\ \\ P7:36+14.36 CRITICAL AREAS THENCE NORTH 2459'W WEST,68.46 FEET TO THE WETLANDS LISTED U \ BE KING OF A 600.00 FOOT RADIUS I \\ `\ SOUTH OF THE PRORCT. CURVE CONCAVE SOUTHWESTERLY No THE NAl1ONAl WETLANDS INVENTORY TO THE \\ • NOO SOLL�HAZAROS IOIONN AON CONTROL ST 1M711E,KNOWN AT 7KS TIME W W THENCE ALONG TR ARC OI'SAID CURVE 196.98 FEET / I \\ MIcNA t USA\ / . 7HR00Oi A CENTRAL MICE OF \\ EDOX \\ / NO OTHER CROICA.AREAS ARE ON TO E70ST ON SHE J THENCE NORTH 44100'OD'WEST,673.76 FEET,MORE ASK/ LLL I \\ \\ LEGEND t" U OR LESS,TO THE EASTERN MARGIN OF / (COW J \ \\ / ®CONSTRUCTION ENTRANCE PER DETAILS DATE STATE ROUTE 3 AND THE TERMINUS OF THISDESCRIEFED LINE SHT 7 THE s10ENEs OF QUENCH ARE TO BE LENGTHENED OR t`// '�uc \ \ SHORTENED AS NEEDED TO INTERSECT ( ) \ \ Q ANN S EACH OTHER AT ALL ANGLE PORTS AND THE EASTERN( G CLEARING LWIIS / - \ 1 ----I I 0G,pF YAsy'4L MARGIN OFSTAlER0UlE3. -------------- ----- PROPOSED GRADE CONTOUR Rr'PYY I _---_ E OSTING GRADE CONTOUR 146N z I ' °HHYDROSEED,FERTILIZER AND MULCH ' PER NOTES AND o 1A7.7Y TREES WHERE APPROPRIATEAPPR ON SHT ATE Po�s'O NALL Sur STOCCPILE PER NO7ES SRT 7 1 yj GRADING OUANMES -sw-®STRAW WATTS PER DETAIL SHT 7 PHQM=MIANACER C\ `\94.ir CUT 6W C.Y3 PROPOSED STORM BRAIN Ldff N01®LYSAVACE FILL- 1927 GYt _ -- PROPS� \ DPAYM �.7r\ \ / NET 4896 C.Yt(CUT) DENIM RTT\\\ N0TES*. GRAVEL ACCESS PER DETAIL SHT 7 RTT/MBA QUANMEES CALCULATED FROM DUSTING 1 \` GRADEFINISH GRADE STRIPPING OR SOIL S R TO BE CFEG� p 1 r7.W \\\ / SUITABIM NOT ACCOUNTED FOR. �'_._tLc� �WEX MW No m9m v s THE ABOVE OUNMTES ARE ESTIMATES SHEET 1\ -COVER gm DATE AftalwW W G SHEET 2-GRADING/TESC ,,ALE f-2W 1 PROCESS DO NOT USE FOR BID PUIFOSES SHEET 3-GRADING/71SC SHEET 4-GRADING/TESC SHEET LOF? SHEET 5-GRADING/TESC . SHEET 6-GRADING/TESC HNIE NO 33934 .. SiEET 7-NOTE AID DETAILS OAPIX ENCNEERINC PLLC 2079 BELFAIR PARK AND RIDE GRADING / TESC PLAN r A PORTION OF THE E 112 SECTION 2t THE W 112 SECTION 22 AND THE NE 114 SECTION 28,TOWNSw 23 NORTH, RANGE 1 WEST, WM BELFA R MASON AND ICIISAP COUNT WASHP40TON GRAPHIC SCALE 50 0 75 50 100 IN FM) 1 inch = 50 & j I I i Ex. is TEE ftGE i MICHAEL & LISA �CONR:ACTOR TO"I F"NGS FOR CONNECTION f COORDINATE E � � WlNFORD ASHE LLC. ; EDOX ; WA STATE (COMM.) ' (AGRIC.) i (RESOURCE MINING) I Fr.16'oia,asz I /EXrSANO 40'OiA. WATER STORAGE TANK e 13j _ X �^i I NSA m I U4. n£ ^n I I c" °nN �,,LL Ex 6 A 3 I I I N cx I i if A " SECRON A—A,SHEET 6 W HIGH PT.STA=12+29.26 WIN PT ELEV=36240 Z P11 STA=1 PN 362.79 ELEV=36279 370--'---I A'D -4.68Z Y Q-- 5 18�0 i — --- I —i - --- ' -- --C- ----7 - 370 ¢ O K 3 Pw STA=17+3.37 a'- ^ PwEEV-- A.D. i ( II I .D 234 34 51 PN STA=19+OA74 { ! if ELEV=346.35 : J I i E A.D.=i-4.02x i 'J60 F------ '- ------� -- --- -- ---I _...�_ 75 W 1—.—� 360 I I I -I I i Nm w I , ao --i-- j --- -- — I m i I i 1 I I I I I j Ij ANN i f Ilj I 1 I i '• t 7 �0.60x WAS''4 9 I 30 NA I I I I I I i I I PFIl MANAl •I; 1 j i i i __ I —SM IV71/,{/ O Mom/ 10�®iY BAVME Del MT I I • I i + ' i I I ' ChECI® am FLE NO ISM DATE I6e/90Y T " SHEET L 7 10+00 tt+Do 12+00 13+00 14+01 15+00 16+00 17+00 18+00 19+00 zo+Do 20.50 Pi.E - OAPE7(ENGINEERING PLLC 2019 BELFAIR PARK AND RIDE 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.M. � BELFAIR, MASON AND KffSAP COUNTIES, WASHINGTON GRAPHIC SCALE eo 0 25 50 ioo ( IN FEET 1 inch = 50 ft CONTMAT)ON ON SFEET 4 WA S TA TE qr: (RESOURCE MINING) LLLL_j N A . ' secnoN a-e,sr EEr 6 o o PG 30+63.19 00 .I , A -% BP: 30+00- e m NE< SECTION A-A.SHEET 6 M PT: 30+14.36 H� n N W Y � C4 �Z oC43 � cc 5a as IL W �-- --LOW PT.STA=P2+14.00 — — �—FNGH PL;SiA—24+33.22 LAW Pi ELEV-3mx i i i i STA—+825+66.61 890 PN ST VT 4+f257 N EL PEV=-33/.9S PN EIEY=333.23 i PW EIEV-339.10 AID.=5.= ! I ( AA-7.23x I A-0:_-3.37x i ? k=1&83 I 350�------; —":,- �26_-__.___._..z'------L-----�-------__K_=._222B—T — ------ - 144'VC VC :75,VC W 1{$1 ^o F DATE SEALED A� P � m m--'-----'—_-_' -- i — i --? /m `--\ - ' - f / /—------340 WAS ANNy 3 �49 2� S/ONAI E� F --!- 3T i i A'Lrf/'T"W /y p�A'27+39 , i PROJECT MANAO6i 1G49EiY SAVAGE SCALE i':W H ' i I 11 m 4,V DESIGN RIT I I - DRAWN 325 325 �KAS SEC 21 T M R TW FLB NO 33934 t/26/2)ti SCALE r- ;_ 20+50 21+00 22+00 23+00 24+00 25+00 26+00 27+00 27+3&76 SHEET 3 OFZ FIE NO _ _ 0 APEX ENGINEERING PLLC 2019 ' BELFAIR PARK AND RIDE GRADING / MSC PLAN D } A PORTION OF THE E 1/2 SECTION 2t, THE W 1/2 SECTION 22 AND THE NE 1/4 SECTION 28, To 23 NORTH RANGE 1 WEST, W M. BELFAIR,MASON AND KfTSAP COUNTIES, WASHINGTON GRAPHIC SCALE I so D 15 50 loo ( IN FEET ) 1 inch = 50 fL I CONITAIATi!OfV ON�T 3 Ig.. GRAPHIC SCALE ` PC 3D+63.19 50 0 25 so 100 IN FEET) I `-... 1 inch ft /' C ro 71. •II Feta e- L a. z +Ot'• _#UO T.38+36.86 .40 / o c BPG"35+21.47 r '�` +�w, 1St ,; ,`+.•._ .: ''_ /- °.� �' ,��', ^:�t �n^� L-MLW B \ e•fort9o' j SEGTKM7 e-e.S iM 6 {t + W 19GH PT.STA=31+03.90 0 HIGH PT ELEV=347.52 Ia•200. `-. PVI STA=30+91.81 i=7t5.�' - CC PVI ELEV=34788 PN STA-31+66.10 o-aonYo= '*e A.D._-5.28x PN ELEV=346.66 ��- Z U z K=1 W K A _14.10 A4ATL^FLNE• THISf Y 64'Z =-2. 42'VC QQ O g 3 N n o � 0Ai cc __ m m I 34+44.22 O 'w i PN ELEV 333.81 A.D.=0.962 PVI STA_41+08.91 \ I K- PIA E1EV 330 77 ' I \ i i 75'LC a 1----- - --------�---j - - - PGf"STA a 3�+73 32— i 36.21 340 A.D.AD -2.075 ! i Pi STA=37fi61. ' 75'VC I m i I \j � 38 PT ELEV-323.95 } ^ I i ! ! j I PiN SiA=37+29.23 i I K-42.11 I i 323,38 ( j 86 1C `\ 3401 ....... _ .. ........ W W I �+ -- 330� F i w DATE£EAL® I i ! ff ANN S was 4� 33p i1.20I \ '� ` .- --_'F' -.' O •> ,,� . I I ! st A 4 { i TEa��G 320 —.. ----�-----*.-....- ---�' - ------ NAL 1 , - � 320 I i I I 8T .30+30 TO STA:38f00 ; i I STA:38f00 TO STA 42 F50 KL®Y BA�vnoe --- - -- - -320 ---.�---- _--_. -- __--- ------ - -... SCALE t'+50' --' { 1 -5,V i i i F _ 5•V D RUT DRAWN RTT/WA � 315' CFEC�KAB 315 310' 310 SEC 91 T 23N R R'W A 13.E ND 339.i4 ism a DATE 4/28/20i "'", "'' n,•, "'n "',y nh "�n nM "'n >i,`"� 'h"'n �„� '"'n nM "'n n,:, '�"� SCALE SHEET 4-OF Z 30+30 31+00 32+00 33+00 34+00 35+00 36+00 37+00 35+00 38+00 39+D0 40+00 41+00 42+00 42+50 FILE NO 33934 -' ®APEX ENGINEERING PLLL 2019 BELFAIR PARK AND RIDE 60 GRAPHICO25 SCALE 00 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, RANGE 1 WEST, W.M. IN I. inch FEET 1 r*_ BELFAIR, MASON AND KIT'SAP COUNTIES, WASHINGTON g ®\-4 O C h I B nor 0.M. imp � r •:.t'' .;.l8+00 sv-- '-- —- s�- sr -sa--eir_- 1 � �3 v. 00 _-.— -—_- _- -_ - �r. r y' ,1^',�•.*{.._. .4v +tRt -.3t+{30 frY:+�D".a 4 N E a sEcnoN e—s,91EEr s TURE BELFAIR PARt J = D 1 k. SECTION C-C,SHEET 6 ND RIDE SITE 1 MATCH W COMTIUATM 014 34S:-T 6 w GRADING NOTE EXISTING GRADE FOR STATION 46+68 TO 56+00 WAS TAKEN FROM IOTSAP COUNTY GIS Z ELEVATIONS SHOWN MAY NOT REFLECT EXISTING GROUND ACCURATELY. Z cc 0 n X3 � __------.__,—.-_- - ------r s ii T f#GH PT STA 45+21.64 1 R/M R/W — R/W I i fOGH PT ELEV s 3459 N $ I I i I i i i i i Q Q f i PW STA-45+2436 PN my-335.83 4 E ! I s A.D.--Lon. ; -t--------�--—Y-x-.-zas><—r-----;---.-- _w_ _.�_..._----------�---�- -T --- — —i------ --------�� 35D i7V VCr —�---- —j ---- " i i i x �- BEG 91 IQ ISAP COt ►Yi ' --�3q j �i I 30 FH— U END EXRFRNM SC1i DATE BEALIDFF 0 x 1.917E 1.97z . o I i \/ END EX GRADE FROM APEX _-- BEGIN SC4 EX GRADE �— _—.._ _—_-J—._--_ I _.._.—_ ..-_ -_ CIS E_.-j-_--i•__—_--_a-. .-�. —�.— I .t— I i 33D SS ONALREaG W STA:42+60 TO : I I ------i-- --;----'----'�------�------...---" — - --- -- --V�!�A- J�/��@� ------ ----- ---- --- � --- � ..-- i — '---- --_... PROJECT/AAtJA09i i '��— 1 -ti------�'jT=-.•.',- IaABEfiY SAVACIE 1, 5 vDEVON Rff I- i 1 I I i ; � ' i i � oRAwr4 RTY/A48A 320 , i i I 320 CI-ECKID KAB YY o * SEC Z T 231 R RE DATE 4/20/20A S� BCAL.E f-W # 42+50 4316W 44+00 45+00 46+00 47+0D 46+00 49+00 50F00 51+00 52+W 9+00 5" 55+00 56+00 SHEET 5-OF 7 3 FiE NO 33934 BELFAIR PARK AND RIDE 50 GRAPHICO25 SCALE soGRADING / TESC PLAN A PORTION OF THE E 112 SECTION 4 THE W 112 SECTION 22 AND THE NE 114 SECTION 28, TOWNSHIP 23 NORTH, RANGE 1 WEST, W.M. Iin h 50 fLL BELFAIR, MASON AND WSAP COUNTIES, WASMNGTON 10' 60, . CLEARED AREA 12' AKLA TO HE ACCESS AWA REPLANTED I rose ®I REP;.AN>En op 2t A;��' EG 4:1�. �M / jj A_A oam LOG YARD ROAD 60' CLEARED ACCESS x E' "^ r ® -- N.LS. 'y H f - o� i57+D0 ® t53+0C 'Yk3`., 157+00 158+00 r •: CLEAREDR ®I �\ AREA FF ' \ a A 0 REPLANTED N a n ���..•"SECTION C-C.SNEET 6 II REPIMU ' a r FUTURE BELF. A.!>�11.' I � � ! j . . ; ! csirR N x 1 AND RIDE S l-E 23' c1 MAt FG AL4TdiJe-GY)MNtIATpN simp g'mT S EC GRADING NOTE: B—B Lu EXISTING GRADE FOR STATION 150+00 TO 158+00 WAS TAKEN FROM SWAWANCf. 60' CLEARED ACCESS c) ELEVATIONS 910M MAY NOT RMECT EXISTING GROUND ACCURATELY ROAD GRADE DESIGN N.T.S. WAS PERFORMED BY SCJ ALLIANCE z 0 n 3� 60' Q ED AREA TO BE a:p O AREA � $ 3s; AREA BE REPLAN Z TO N j 1 i REPLANTED 1VA R I �LJ 0 O Q 2% 2R 4:1 I _ x �_— C_C N I I 60' CLEARED ACCESS FA i I i _r_ -�-- —I. f— 3J0 AREA --�—-- AREA AREAAN,BE REPLAN DATE SEAM .;2 A0f REPLTED I F W�- 7 i i I �— I 2>• x .JI Af2z c2'1 o E fSSi ISLE ECG D DONAL 60' CLEARED ACCESS ' STA-1W+W Th STA:01 00 j I 1 i PROJECT EC f MANAGER j i i SCALE: 1?5 5o'H i i I 1 oEelor, RPT j i i i i DRAMM RTTneA 3f0 i I I CHECKED K.14 SEC 21 T 23N R RNV m y, o rn,'�, ,n'� v v� FILE NO 3341E ;;�n „��,,��• n„� DATE 426120 SCALE r-51 � Mn ET 9-OF?SH EET S 152+00 153+00 154+00 135+00 i38+OD 137t00 13" _ FILE W y OAPEX ENGINEERING PLLC 201'r BELFAIR PARK AND RIDE GRADING / TESC NOTES AND DETAILS A PORTION OF THE E 112 SECTION 21, THE W 112 SECTION 22 AND THE NE 114 SECTION 28, TOWNSHIP 23 NORTHT RANGE 1 WEST, WM BELFAIR, MASON AND KITSAP COUNTIES, WASHNGTON CRACOM ER0151M AND SEDNWATiON CONiFiOL 1.ON-SITE INSPECTIONS ARE REQUIRED AT THE FOLLOWING CONSTRUCTION STAGES: INSPECTION THE SEQUENCE BELOW IDENTIFIES SIGNIFICANT BENS WHICH MAY OR MAY NOT DCCUR IN THE ORDER a.INSTALLATION OF EROSION CONTROL FACILITIES PRIOR TO CLEARING INSPECTION. SHOWN DUE TO THE APPLICANT'S METHODS OF OPERATION,TIMING,AND OTHER EVENTS ITEMS 1. STOCKPILES SHALL BE STABILIZED(NTH PLASTIC COVERING OR OTHER APPROVED TIERCE) AALCHNO BELOW DO NOT CONSTITUTE A COMPLETE SEQUENCE AND SOME ITEMS CAN PROCEED STOCKPILES DAILY BETWEEN SHALL LL EMBER 1 AND MARCH 31. b.COMPLETION OF CLEARING INSPECTION. CONCURRENTLY WITH OTHERS 1. MULCH MATERIALS SHALL BE COMPOST,APPLIED AT 2'MN4W THICKNESS ZZ c.UPON COMPLETION OF EXCAVATION,FILLING,AND EARTHWORK INSPECTION. 2 IN ANY SEASON,SEDIMENT LFAD41NG FROM STOCK PILES MUST BE PREVENTED. 2 COMPOST MATERIAL USED FOR EROSION CONTROL MUST MEET MOT STANDARD SPECIFICATIONS1. OBTAIN ARIGHT-OF-WAY PERMIT FROM MASON COUNTY FOR ALL WORK WITHIN PUBLIC 9-14.4(8)FOR COARSE COMPOST.EXCELLENT MULCH FOR PR07ECIM FINAL GRADES UNTIL d COMPLETION OF PROJECT INSPECTION. RIGHT-OF-WAY. 3. TOPSOIL SHALL NOT BE PLACID WHILE IN A FROZEN OR MUDDY CONDITION, WEN THE LAAOSCAPMG BECAUSE IT CAN BE DWCRY SEEDED OR TILLED INTO SOd AS AN AMENDMENT e.AS NEEDED TO DETERMINE COMPLIANCE WITH APPROVED PLANS AND/OR SPECIFICATIONS 2 HOLD PRE-CONSTRUCTION CONFERENCE WITH MASON COUNTY,PROJECT ENGINEER AND A SUBGRADE IS EXCESSIVELY WET,OR WHEN CONDITIONS DOST THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING OR SEEDING. 3. MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN AREAS WITCH CANNOT BE SEMM 2.ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE CON7RACTDR'S REPRESENTATIVE PROVIDE FSC LEAD WITH ESC CONTROL REPORT BECAUSE OF SEASON. PLANS SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. 4. PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOPSOILED SHALL BE 3.ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES AND PROTECTIVE MEASURES 3.CALL 811 ONE-CALL LOCATE FOR THE LOCATION OF EXISTING UTILJ71ES IN AREAS CRITICAL TO MNNTANID ACCORDING TO THE APPROVED PLAN. 4. All AREAS NEEDING MULCH SHALL BE COVERED BY NOVEMBER 1. O FOR CRITICAL AREAS AND SIGNIFICANT TREES SHALL BE INSTALLED PRIOR TO INITIATING ANY CONSTRUCTION.EXISTING WATER AND GAS U17LI71ES MUST BE POTHOLED TO IDENTIFY LOCATION L MULCH MATERIAL SHALL BE USED PER OW C121 OF THE 2DO5 STORMIYATIOR MANAGEMENT MANUAL iT Y. 'C CONSTRUCTION ACTINDES AND DEPTH PRIOR TO ANY CONSTRUCTION ACTIVITY. FOLLO ® FOR WESTERN WASIPRGidN. 4.ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN 4.ESTASUSI AND FUG CLEARING AND GRADING UNITS. 1. SSEEDINGMIXTURE SHALL BE AS WS AND SHALL RE APPLIED AT THE RATE OF 120 LETS/ACRE OPERATION PRIOR A ANY LAND GEARING AND/OIL OTHER CONSTRUCTION. ENSURE THAT 5.INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AS IDENTIFIED ON THE ITIPM70fiollffff NOW SEDIMENT LADEN WRIER DOES NOT ENTER ANY EXISTING DRAINAGE FACILITIES SYSIEY. THE CONTRACTOR APPROVED PLANS PERCENT PERCENT PERCENT SHALL SCHEDULE AN INSPECTION OF THE EROSION CONTROL FACILITIES PRIOR TO ANY NAND NAME BY WEIGHT PURITY GERMINATIONiOPOCRAPHIC NFORMA770N HAS BEEN'COMPILED AND CONVERTED FROM CLEARING AND/OR OTHER CONSTRUCTION. ALL EROSION AND SEDIMENT FACILITIES SHALL BE KTISAP GINS THE CONTOURS ARE APPROXIMATE BASED ON THE INFORMATION / 6.COVER ALL AREAS THAT WILL BE UNWtORI ED Fat MORE THAN FIVE DAYS DURING THE DRY PROVIDED. MAINTAINED IN A SATISFACTORY CONDITION AS DETERMINED BY THE CITY,LJN71L SUCH TIME THAT SEASON OR TWO DAYS DURING THE WET SEASON WITH COMPOSIID MULCH,WOOD BASED MULCH CHEWINGS OR ANNUAL BLUEGRASS 40 98 90 CLEARING AND/OR CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON97E EROSION HAS OR EQUIVALENT (FESTUCA RUBRA VAR.COMMUTATE OR PDA ANNA) PASSED. THE IMPLEMENTATION,MAINTENANCE,REPLACEMENT,AND ADDITIONS TO THE EROSION vnLiTw AND SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PEftNIT7EE 7.STABILIZE AREAS THAT REACH FINAL GRADE WITHIN Fl1f DAYS. PERENNIAL RYE(LODUM PERENNE) 50 98 90 BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS zm FURNISHED BY OTHERS AND VUWU WERE POSSIBLE BY FEATURES 5.THE EROSION AND SEDIMENTATION CONTROL SYSTEM FACILITIES DEPICTED ON THESE PLANS ARE 8. FINISH GRADING TRAVEIED WAY AND SHOULDER. REDTOP OR COLONIAL BENTGRASS 5 92 85 LOCATED N THE FLED.APEX DNCNIMiING ASSUMED NO LIABILITY FOR INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS AS (AGROSTIS ALBA OR AGROSTIS TENUIS) EXI ACCURACY OF THOSE RECORDS,OR FOR THE FIUL LOCATION OF C 5_c' CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE,FACILITIES WILL 9. RE-VEGETATE ALL DISTURBED AREAS PER LANDSCAPE PLAN. EXISDW URURES IN AREAS OTICAL TO THE DESIGN l r°n o N. BE NECESSARY TO ENSURE COMPLETE SILTA71ON CONTROL ON THE SITE WRING THE COURSE OF NHI1E DUTCH CJAVER 5 SIB 90 3 CONSTRUCTION,IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITIEE TO ADDRESS 10. CLEAN CONSTRUCTION SITE AND INSTALL PERMANENT STABILIZATION. (TRIFOJUM REPENS) u ANY NEW CONDITIONS THAT MAY BE CREATED BY THEIR ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES,OVER AND ABOVE THE MINIMUM REQUIREMENTS,AS MAY BE NEEDED TO PROTECT 11.CALL MASON COUNTY FOR FINAL INSPECTION. 2. THE OPTIMUM SEEDING WINDOWS FOR WESTERN WASHINGTON ARE APW 1 THROUGH JUNE 30 AND ADJACENT PROPERTIES,SENSITIVE AREAS NATURAL WATER COURSES,AND/OR STORM DRAINAGE SEPTEMBER 1 THROUGH OCTOBER I. SYSTEMS. 12 UPON FINAL INSPECTION APPROVAL,REMOVE REMAINING EROSION CONTROL FACILITIES. - 3. SEEDLING THAT OCCURS BETWEEN JAY 1 AND AUGUST 30 WILL REQUIRE IRRIGATION UNTIL 75% 6.ANY DISTURBED AREA LARCH 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 DURING THE DRY SEASON(NAY 1-SEPT REOIIiE A MULCH OR PLASTIC COVER UNTIL 75%CRASS COVER IS ESTABLISHED. 30)OR 2 DAYS OR MORE IN THE WET SEASON(OCT 1-APR 301 SHALL BE IMMEDIATELY STAMM V47H MULCHING,CRASS PUNTING OR OTHER APPROVED EROSION CONTROL TREATMENT 4. BEFORE SEEDING,INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE TERRACES INTERCEPTOR DIKES SWALES,LEVEL SPREADERS AND SEDIMENT BASINS ONLY DURING THE MONTHS OF MAY THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED 5. THE SH ALL FIRM WITH A FAIRLY FINE SlJF6AlE,FOLLOWING SURFACE'ROUGHENING. OUTSIDE THE SPECIFIED TIME PERIOD WHENEVER IT IS IN THE INTEREST OF THE PERMIT7EE BUT, PERFORM ALL OPERATIONS ACROSS OR RIGHT ANGLES iD 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 70 SUPPLIERS RECOMMENDATIONS AMOUNTS USED Lu 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/CON7RACTOR SHALL IMMEDIATELY COMMENCE RESTORATION METHODS RESTORATION NOTES ACTIVITY WILL CON71NUE UNTIL SUCH TIME AS THE AFFECTED PROPERTY OWNER IS SATISFIED.a NO TEMPORARY OR PERMANENT STOCKPILING OF MATERIALS OR EQUIPMENT SHALL OCCUR WITHIN I_ Waalm sha be in acmrda with Standard Specification Q (A CRITICAL AREAS OR ASSOCIATED BUFFERS OR THE CRITICAL ROOT ZONE FOR VEGETATION @ CONTOUR LIM CTYPJ fl-14,545). Irml,21 VVat5m Trion oonburs. Installation Shall EL J Z PROPOSED FOR RETENTION. .y'''��I�' be in accordance wMr SU.dard Spcifrcation 8-01.311 T,_ z 2- Saa,rWy k-,.Wch.M a1 Abdle ow:nP n WWII. Q U)� O ANGLETENTFIL LENDIPND VAHILL TO 4Nr r.ra ar i*MAIvD eids T beNnd one 8nolhel and ((, ro xNEMENr PL nv ARourm vATT E wDooen aMa1! J Seaagty t e Mr. Y ALE.ON�LE ALTERNAl1VE �' (TYP.1 3 7600Mn+METHOD 3. Campaci excavated y end CenctMs to wan',!udee g <aVIIATTLE QX Aoditonel staking rnaY be necessary to Dreven!undo '�V SEASONAL REQUIREMENTS FOR SiTE STABILIZATIONci 0 �r a_ Install VYatite perpen3�cula•to Lbw stag wnmura /y�r S .�/ TRENCH-SEE NOTE 1 . g;z Q �L g�DN afkar �� to I Dam FTA4 rr i' ,. 6. WatoeS shall be a rainfall prooucec r�upno!f to ed nsu a tney remairwNVnlrougNy pia•LTQ•J MET/DRY 581GLf FAMILY(1) 5 DAY$/WEATIER Off9IDEl7 r.�T i F• •''• •, entrenched and r contact w&Lhs SOW L1 1L [�[ NET/IXLY ALL OTHER(2) 5 DAIS WFAIFER DEPENOJT \"J �f 6. Perform maintenance u1 aCCordeOCe with SWnoard Spool- WET I= 5 DAYS(3) VV -` ♦ �/ h'�b t Tlcatlon"I AOS1 .M.. NOBS (1)-SINGLE FAMILY�ENRAl,UNIT OF IA ACE EXPOSED SURFACE ESC COMPONENTS IAlST BE N m�! PLACE IEIPMEIN h,L I' 7. ROW fi Standard 5PKINcaU0P"IZ(16)ter removal- (2) (?)-ALL ELOT Ef01f(9 OF SNQF FAYl7. 1 \ 1 zl / } W (J)-PAVWIG NIMEMPLACE ONLY.MAY ff STEXTENDEDIN WEAVER FETE 7 DAY FTE C FAOH N15 AD PEOIAED) MusT FE N PL1Q SM&lY MUST ME N MQ NTDMN T OUTS AFTER RFACBNG GRADE i + LLI Z i� I i W ;y '� � r bM�rEn � J `\ MMrawMnM .2" 2P WOODEN S F U TA1E(1YPJ WATTLE DETAIL DATE SEALED Oy_N_ Sf lTYPJ OE.�Df y TAOG9i O WA AREA AVAI LE FOR SEDIMENT PUN vNEw AO / STATE OF POD 47 1� -SHINGTON c^ss crsrcl�"��` .n�JIJ7(�{y REGISTERED IH NDNAI 7 SPACd VARIES-SEE NMTTIE VYII\VV� LANDSCAPE ARCMRECT SPACING TABLE(rYPJ <3 Senora L Satiabury MANAaER R_25'MIN LICENSE DLIMETER ' LICENSE NO BSO PRQ1CCiFKM�Y SAVAGE 12'ITN DEPTH WATTLE SPACING TABLE _ ___ ____ _,� DATE Jan.T0.701E (6-MIN.FOR RESIDENTIALFITT ! •.c,e.eenWna.a �w�L.r,..,r..v SNOT FAMILY LOTS SLOPE IIA7t1rIJY SPAGNO I r..r.wam.0.ay.r.rre,.•.�•. DE>3K;N RI'f/M6A 15 VAT LE(TYPJ- a 4 ro e'FQUARR YRE90PALLL IN:IV m-r SEE DETAIL WATTLE INSTALLATION DRAVM KAB SINGLE FA1I.Y LOTS !M:N >o.p• I ON SLOPE _ PROVIDE tNpuEtMD�TM/aF Na/E�ss/7�EMpL/�AREAy �y �;1V ID-o- FMW STANDARD PLAN 1-30.30-01 NO zsu R S I P1B LILECO PTT�R�tWT IVIV Nt:tY 4D-ff 4 'i- _ SNEER t OF 1 6HEET DATE 4J26/29p ENTRANCE VG!/11L APPRWED F01i PUSIJCAnON SALE (PC Dr C4.0 SECTION O _P°">ti°, 4otM MrN 6n0713 SHEET Z-OF 7 N.TS WATTLE INSTALLATION ON SLOPES '9` RE NO 33934 f BELFAIR PARK AND RIDE COVER SHEET A PORTION OF THE E 1/2 SECTION THE W 1/2 SECTION 22 AND THE NE 4 SECTION 28, TOWN-UP 23 RANGE 1 WEST WAL 21, 1/ NORTH, lop* eEI.FAR,MASON AND iclrsAP couHrEs, wASHenIGroN 19 GRAPHIC SCALE 200 0 too 200 400IN FEET i\ 1 inch 200 ft. — — LEGAL DESCRIPTION, A PORT1014 OF THE NORTHEAST QUARTER AND THE SOUTHEAST QUARTER OF THE \ SOUTHEAST QUARTER OF SECTION 21,TOWNSHIP 23 , \ x NORTH,RANGE 1 WEST OF THE IMLLAMETE MERIDIAN,MASON COUNTY,WASHINGTON, MORE SPECIFICALLY DESCRIBED AS / I \ \/ \ �� I I FOLLOWS VICiN(IY MAP COMMENCING AT THE SOUTHEAST CORNER OF SAID \ SECTION 21; scuE:,•m�' � .. THENCE NORTH 00V9.15•EAST,ALONG THE EAST LINE OF SAID SECTION,A DISTANCE OF / / I �\ \`� ,�i�' / SITE DATA 811.29 FEET, SITE AREA: 4,921,308+/-SF.(11298+/-ACRES) Ei a THENCE NORTH 61'4541'WEST,5.58 FEET TO THE BEGINNING a'L015 NG OF A 500.00 FOOT RADIUS ,V / I \ SITE ADDRESS NUMBER 20 WA-3 BELFAR,WA 98528 da• CURVE CONCAVE NORTHEASTERLY: SMALLEST LOT: LOT 15=1.89+/-ACRES [ I \ \\ / / 1 THENCE ALONG THE ARC OF SAID CURVE 329.54 FEET {/ \ i $rt LARGEST LOT:LOT 6=21.33+/-ACRES + THROUGH A CENTRAL ANGLE OF 3T4547; I \ \ 1 °°� -� STREETS: 1,893+/-LF.f00'R/W,201,304+/-SF n \ / \\. 4,499+/-LF.60'RIN,270,652+/-SF. a O83 THENCE NORTH 2459'55'WEST,414.33 FEET 70 A \, q, TOTAL STREET AREA:471,956+/-SF.(I +/-ACRES) POINT HEREINAFTER KNOWN AS / < '\ VEGETATION TO BE CLEARED'UNDERBRUSH,SHRUBS,AND EVERGREEN TREES TO RUlRE1NCE POINT'A': THENCE TO I �\: THEN SOUTH NG,OS'WEST,50.00 FEET THE / I ��., �':..%) UTi MES BE ROWND POINT OF BEGINNING, THENCE SOUTH 46'00'00'WEST,479.74 FEET; WATER: BE1fAIR WATER DIn}1 THENCE NORTH 44!00'00'WEST,582.00 FEET; / � '? THENCE NORTH 48'00'00'EAST,497.00 FEET ro THE _- ` / POWER: PUO SI7 3 BEGINNING OF A 35.00 FOOT RADIUS f------------�. / SEWER: KNOCIT SITE SEWER SYSTEM CURVE CONCAVE SOUTHERLY / / PT 38+36.86 j' ;(� �� / TEIEPFOIE�QUEST w HENCE ALONG THE ARC OF SAID CARVE 54.98 FEET a THROUGH A CENTRAL ANGLE OF I j //Il% ;%'P\ C3 (t 90woo'; / \\ / �3 D. �� / � / VERTICAL DATUM THENCE SOUTH 441TO'00'EAST,303.19 FEET TO THE I / i NAVD 88(WASH.DEPT OF TRANSPORTATION) BEGINNING OF A SOUTH FOOT RADIUS /I/ ` / tr9att t? . ,,(, / Z CURVE CONCAVE SOUTHWESTERLY, ,F `;(/('�-�C" { THENCE ALONG THE ARC OF SAID CURVE ISZ40 FEET I / \ CONTOURS THROUGH A CENTRAL ANGLE OF / M.MOOTS - P 5 MAJOR 1THHENCE SOUTH 2459'55'EAST,68.46 FEET TO THE < I \ / / M(ws�G)7 PC: 35+21.47 Q / i'MINOR � p++ X 3 POINT OF BEGINNING. `\ // TAX PARCEL NUMBERS Q 0 (CONTAINING 304,931 SO.FT,MORE OR LESS) �\ \RESS, Q. 0 O $$ TOGETHER WITH AN EASEMENT FOR ING EGRESS \ / ` / 123214300130,123280003000,123214100000,123214400000 S xj AND UTILITIES OVER A PORTION OF THE PROJECT DESCRIPTION 0 ... NORTHEAST QUARTER AND THE SOUTHEAST QUARTER \ PT: 32+21.25 / OF THE SOUTHEAST QUARTER OF GRADING AND EROSION CONTROL FOR WATER LINE INSTALLATION 1Q SECTION 21,TOWNSHIP 23 NORTH,RANGE 1 WEST OF tL THE WILLAMETTE MERIDIAN,MASON I / dJ SOILS 1_j COUNTY,WASHINGTON,LYING 50.00 FEET ON EACH PER NRCS WEB SOIL SURVEY: W SIDE OF THE CENTER LINE:FOLLOWING DESCRIBED WA Surf PC: 30+63.11 ALDERWOOD/ F:VERErT GRAVELY LLOAMY SANDY SA1A m (RESOURCEIMMHG) BEGINNING AT AFOREMENTIONED R8.46 FEE POINT'A' / \\ k_ PT. 30+14.36 CRITICAL AREAS THENCE NORTH 2459'55'WEST,68.46 FEET ro THE \ \\ x� WETLANDS LISTED UNDER THE NATIONAL WETLANDS INVENTORY TO THE BEGINNING OF A 600.00 FOOT RADIUS 4h SOUTH OF THE PROJECT. CURVE CONCAVE SOUTHWESTERLY: I \ NQ NO EROSION CONTROL HAZARDS KNOWN AT THIS TIME THENCE ALONG THE ARC LE SAID CURVE 198.98 FEET � Ax / NO SOIL HAZARDS KNOWN AT THIS TIME W / NICNAEL W LISA ti THROUGH A CENTRAL ANGLE OF EDOX \ NO OTHER CRITICAL AREAS ARE KNOW TO DOST ON SITE J THENCE NORTH 44W'OD'WEST,67176 FEET.MORE / NFORDHE I �\ \\ LEGEND LES TOas OR S THE EASTERN MARGIN OF / (COMM) \ \ CONS7RUC71ON ENTRANCE PER DETAILS U STATE ROUTE 3 AND THE TERMINUS OF THIS I \ \ x� / ®SHT 7 DATE Hsu an 21UZc•f22'l DESCRIBED LINE WINFORD THE SIDELINES OF WHICH ARE TO BE LENGTHENED OR I a C \\ \\ x G LIMITSANry � SHORTENED AS NEEDED TO INTERSECTWAS, L ` (COMM.) \ ® `( S EACH OTHER AT ALL ANGLE POINTS AND THE EASTERN ----------- - \ ----- PROPOSED GRADE CONTOUR / \ \ 4.�oF '4 MARGIN OF STATE ROUTE J. ------ I j 1446.v 2"II' ,ex� EXISTING GRADE CONTOUR HYDROSEED,FERTILIZER AND MULCH C .._` _ \ ` '2 x0�N T PER N0 7 ES AND DETAIL ON SHT 7 SRC INHERE APPROPRIATE �nssi .\ ,73t G owaL 57.48' 16 ® ®STOCKPILE PER NOTES SHT 7 f Lesrats$ess \ pO,yx / GRADING OUANTI7IES, sw-©STRAW WATTLE PER DETAIL SHT 7 PROJECT MANAGER 7\ \ SSSRSY7 W kx \ \94.if \ CUT= 6823 GY.t PROPOSED STORM DRAIN LINE IOi�iLY 8AVA0E \ x� FILL= 1927 GYt MT g \ \ SH 26'.7 h `\ NET= 4896 GYt(CUT) CRAWL ACCESS SAC SHT 7 DEN 2,i4.76'\ \ DRAVIIN \\\ 00.7Y QUAN�nTIES CALCULA7E0 FROM DOSING CHECK ErtTUTUBA ` .�� GRADE TO FINISH GRADE STRIPPING OR SON. DUSTING ABED AREA TO BE 071E pM1 SUITABILITY NOT ACCOIUNTD FOR. SHEET INDEX FILE NO M934 �4_T_93N R�- `� THE ABOVE QUAN1770 ARE ESTIMATES SHEET 1-COVER SKEET Tv U2E/20 \ ONLY THEY ARE INTENDED FOR THE PERMITTING SHEET 2-GRADING/TESC SC,4LE }-200' PROCESS DO NOT USE FOR BID PURPOSES. SHEET 3-GRADING/TESC 1` \ SHEET 4-GRADING/TESC SHEET 1OF 7 SHEET 5-GRADING/TESC SHEET 6-GRADING/TESC FILE NO SHEET 7-NOTES AND DETAINS ®APEX ENGINEERING PLLC 2019 BELFAIR PARK AND RIDE -� GRADING / TESC PLAN a Qioe 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 KffSAP COUNTIES, WASHINGT'ON GRAPHIC SCALE 50 0 25 50 100 O ( IN FEET ) 1 inch = 50 ft. j l i EX.16'IEE.FLGE i MICHAEL & LISA CONTRACTOR 70 RAW7NR B COODTE WITTINGS H WINFORD ASHE LLC. EDOX i WA STATE REMOVE EX c (SE) g I 31 (COMM.) (AGRIC.) , (RESOURCE MINING) I I I I I II i I E 31 I i I EX.16'DP,CL52 I . I I ! I I MSTING 40'DIA. WATER STORAGE TANK I Q7 $ m I 4 '�' zav I c j �EXS' A I eon N SECTION A-A,SHEET 6 Lu HIGH HIGHPPT ELEIEV-136Z40 Z(� P17 STA=1262.79 P A.D�-4.68.5 370_._ —.- _.— _._._.__ __.-..__-K i8.1f2..____ 370Cc 75'IA; PN STA-1743&37 Q m Al i oo T PNA.D. 2 6 734 (L z2 I tx S fi PN STA:f(HOJ 74 I m m w f k PN El£t` 3635 LL A.D.a-4.02K j J —157ff K I8.68 ! W I_ 75 1C 360 m W I ! I U . -----.._.!—_. .. — --.. __...._ -- ' — --.... - 350 DATE t9F1�l E D 1 � w ---- - - ! ( � IFFY ! I �_ 4 _: N wNNSA I I... i ` -aea j pF ASy�l� n ; : I I � ONAI 340 1340 I i j I i i j v MANAGER PROJECT K>ResaLY WA0E SM 10lA0 TO SfA:2040 i . 5,V DESIGN'.. DRAWN Rrr/WA _ �. i S' i j' I ' CtIECKED KAD a j SEC 2f T zw R RE � 330 FIE NO JS34 DATE 4/Z== o$ o� m„^, a N^ v1 rna v.Ni °Rq `4$ "'e �T> ` v -m m �• o.N a SCALE N N SHEET 2 OF Z 10.00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18400 19+00 20+00 20+50 'A ®APEX ENGINEERING PLLC 2p79 BELFAIR PARK AND RIDE 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,RANGE 1 WEST, W.M. BELFAIR, MASON AND KI TSAP COUNTIES, WASHINGTON GRAPHIC SCALE so o n w 100 W � ZO ( IN FEET ) 1 inch = 50 ft COWMIAT►ON ON SHM-T 4 WA STATE (RESOURCE MINING) B- A N ' G r rxo�� .,i SECTION B-B,SHEET 6 C o n o PC. 30+U19 -- —� — N A �x BP:30+ < SECTION A-A.SHEET 6 PT.30h14. a N N W a z cc Q Og3gN a- 5 a ?S La 0 L g -- - - - -- - _ LOW PT.STA=25+14.97 UOW PL STA 2+14.00 _ i F/fil PT.STA 24+35�Lc...... _i LOW Pj M-33&g0 I W SLOW PT ETEV 0 334.BD ! Hfii PY ELEV=338.88 ! PN STA 25+6&88 i m PM STA-2487.90 {{ff PM STA=24+12.57 PM 13" 33L93` PM AD. T=23 AD _=137X/0 1 A•K D.=2&63 � ! 350.....__.----.. .r ---- x186; - }... ------- -- ._._-------- -_ 144 VC.--'--_.. .. -----j3S0 r Z i � W ------------ -1-- __�_.__..._...._..._.._-- - -. - ------ - .......... ATE lo D SEALED 24�flkl4l-1 340 C(STER \ ! -------------- Sy.�ONAI EeE STA.26+50 TO STA:27+,V PROJECT AAANAC ER 330 SCALE: ' 330 IG�LY SAVAGE 5 V DESON RT{ DRAWN Ffrr AW 325 325 CFECIQ KAS SEC Z T 23N R MW n.6 o oi '�' n n DATE 4126/2DN SCALE 20+50 21+00 22+DO 23400 24+00 25+00 26+00 27+00 27+39.76 SHEET 9-OF Z F"NO 33934 .. ®APEX ENGINEERING--L 2015 2 BELFAIR PARK AND RIDE o GRADING / TESC PLAN o 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. 13ELPA R MASON AND KITSAP COUNTIES, WASHINGTON GRAPHIC SCALE 50 0 25 50 100 I ( IN FEET ) 1 inch = 50 ft CONTM1ATXW ON SHEE73 r I a�� GRAPHIC SCALE 30+6119 5� a i;~.• ( IN FEED) mc .07 t'i r vO1i 1 inch 50 ft C i µF u Cm +00 PL•38+36.86 h LL PTp 32+21.25 1 Vol, _ ___ _ „ie ff' lrs 4 ?;=•,,,< +'y,. -r= .#P*�.., __I__ n B PC:35+21.47 r �� jfrt"• •.. 1 SECTION B-B,SHEET 6 - W15.JY' � trwn'lo• B ! SECTION B-B,SIM 6 k w � p HIGH PT.STA=31+03.90 HIGH PT ELEV=347.52 C PH STA=30+91.81 PN STA 31+66.10 _ PVI ELEV=347.88 PN ELEV-34&66 A.D.--5.281; z Q K=1213 A.D.K`14.10 MATC�iNB TH3 SF$T Y W N 64'W K 42'1 D Q VC cc Ox3 m 8 q M �L PN SrA j+W.22 I Q y O 'W PN ELEV n J33.RBI zxq AD. Q,98x PN STA=41+06.91 11• F 36Ax K.78.23 PN ELEV=330.77 J FF 75'VC A.D.=-2075 340... _. __. �..... _._. K-3821 340 W \ - PVFSi 39a 7I \ I LOW PT STA.37OLM p� 326. 75'VC Co L08'PT ELEV.U195PIA PNSi 3733+222739.23 i K;,211 VC 340 18 K 2&12 W 127 VC yytt \ W +N m W, I .... . . --- Cs 330 __1 v t- om - 330 L Y ems r 10 ^ S'm �•`"- DATE SEA' 1 101 N r m i ——— � j �yLV ANN S9 WA Sh/9 a F � ! i S 4 OTS�` kid i i Pl !STERG� f...... _.. .-_._ 320.____._ 320 TONAL t — f--- PFKXJE j STA:30+30 TO STA:38+00 "A�3A�38f00 TO 3 42f50 `�`MANAGER Al SCALE: 1' = 50'H SCALE 1 6 H 1' = 5' V 1 = 5'V oEsloH RR j C*C- KAS 315 315 310 --- - - ----- 310 SEC 21 T 2W R RIW ME .•�.. Nbp„f aDh �W m ;O� Oo�o) O!m Nm m].0 Nt� NOS aa��vy Nm�� b pmj MN ^� ".< < DAYE�MPB7ZOb n �^ hj N r1,� n,Tj , '�] �,r� rNj MM `7,N.� n,N7 rn nN n„ nM ^, I•S•� v;".�ui SCALE SHEET 4-OF 3D+30 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 38+00 39+00 40+00 N+00 42+00 42+50 RE NO 0 APEX ENGINEERING F BELFAIR PARK AND RIDE 8 GRAPHIC111 SCALE 00 GRADING / TESC PLAN a 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, W.M. IN FEET! inch 5o rr. BELFAIR, MASON AND KRSAP COUNTIES, WASHINGTON = g °� x g�a -- - D O 5mn ,\ - x ., 3•-. d. . L r -�'--•.-�._._..��9l! .+S14 N o a Qb. +OD •. 5 hA'+ ®® / SEC110A4 B-&SHM 6 r - F n FlUTURE BE FAIR PAR - l i SECTION C-r,s+EET 6 I AND RIDE SITE ? AIATC FLW C(Mf MATUV ON 9'ffE 6 L1.1 GRADING.NOTE: Q EXISTING GRADE FOR STATION 46+68 TO 56+00 WAS TAKEN FROM KITSAP COUNTY GIS. rt Z ELEVATIONS SHOW MAY NOT REFLECT EXISTING GROUND ACCURATELY. g Q Pi a:o p " 3 MGH PT STA-45+21.64 R/W R/W _. R/N HIGH PT ELEV=33&59 r r + ¢a Q O PN STA-45+24AX < QQg PN ELEV=3A83 -++ ++ u, V A.D._-2.6= C7 350 Ke 2854 '---- ---- t.._ --r'L --__-__ _.--'- -____. "."__ _._.._ .... __ ._."_.. ._- ------_- .._.__._. ..__. .-._ __... ��_"j i 75 VC I �.. ' I ._ t___.. '_ m I 350----I - ' __-_-.. --------------- .-_.-. — W N ��- ~ END EX.GRADE FRpI SCJ. �- 7 DATE8F_AL.EDBEGIN KI C0Ufm ANN41z TSAP CIS j END GRADE E i APEX x EX GRADE _ _ ._ ""_. _ ..._._ - i ....._ y./IST-__ ONAL PEG a ' , 8A: TO 8 rw T j �•.�.H � i 1 G —�' � KaLSL_r snvac;e DESCN RTT ' RTT/ABA j rxjAANN 1 320 320 C7£cKED KAS m o v n <o"x. `o. rn x "?n g Y,Q, `° h g m `r o m FLE NO 34 2 R RIW M ^�"::3 '":S '�''."� "� M "'«S n n "� .�• �' n g g n DATE 4120/20V s' SCAL.E r''•�' 42+50 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 SHEET 5—OF L 3 F&E NO 334 OAPEX ENGINEERING PLLC 2019 BELFAIR PARK AND RIDE GRAPHIC SCALE o 25 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.M. IN FEET ) BELFAIR, MASON AND KITSAP COUNTIES, WASMNGTON T inch = 50 ft. TO' CLEARED AREA A- REPLANTED I TO BE -Y REPLANTED 2 kill EG r ; A—A LOG YARD ROAD ;I ,,Y 60' CLEARED ACCESS "^ N Ts.. C �ma C c rn 152+00 ® 153+00 1 "1-------------------------- 55400 5¢+QO is 57+00 158+00 ----------------- t c ® 60' 3 ® 1ClEARM AREAAREA r°a©I ! 1 O8 AREA TO BE REPLAN o n -SEC1m C-C;9EET 6 ��_ REPLANTED FUTURE BELFAAAtAC I I i ! i i i I 71FTE i AND RIDES E 71. 2x 41 EG n 1 4c4X --FG AMTpiAE.COMMIATM 8ff SPffE 5 GRADING NOTELLI B-B EXISTING GRADE FOR STATION 150+00 TO 156+00 WAS TAKEN FROM SCJ ALLIANCE. 60' CLEARED ACCESS ELEVATIONS SHOWN MAY NOT REFLECT EXISTING GROUND ACCURATELY ROAD GRADE DESIGN V.Ts. WAS PERFORMED BY SCJ AWANCE. o _ 350 60' REPLANTED REPIANE �./Q O�WA TER $ED AREA TO BE + AREA Al ESWT 5 a �S EG 2% 2% 4 _tO-t I m YN - N I I 60' CLEARED ACCESS m , ' 1�E NTs. 1.00% —*---- W Z W / I f 60' E� CLEAREDA ( U 330 330 AREA i0 BE AREA i0 8E REPLAN DATE lei A'f REPLANTED 7NN S 0F, pf Ae gti 9L 1'7 z¢ W cim 320 _.__-__. ---- -. . .._....._.. ----__ -1---_._ _...t__.. 320 �S9TONAL0.E�G� D—D 60' CLEARED ACCESS S"TA: 152+00 TO STA: IW+00 H T S PPID.EECT 14ANAOE R KRI93LY RAVAGE j SCALE: i'- 50 H Fitt DEgICYJ 1 5 V DRAVM Ml/MM 310 310 T�23N R�' FIE NO 33934 DATE 4/26/20p 152+00 153+00 15++00 155+00 156+00 157+00 158+00 SHEET 9-OF FiE ND .. ®APEX ENGINEERING PLLC 2019 - 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 KTTSAP COUNTIES, WASHINGTON 1.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 APPLICANTS METHODS OF OPERATION,TIMING,AND OTHER EVENTS ITEMS 1. STO(X(PL.ES SHALL BE STABILIZED(WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) AEA. �2Iffi a.INSTALLATION OF EROSION CONTROL FACILITIES PRIOR TO CLEARING INSPECTION. BELOW DO NOT CONSTITUTE A COMPLETE SEQUENCE AND SOME ITEMS CAN PROCEED DAILY BETWEEN NOVEMBER 1 AND MARCH 31. 1. MULCH MATERIALS SHALL BE COPGS7,APPLIED AT 2'MINIMUM THICI MESS. It.COMPLETION OF CLEARING INSPECTION. CONCURRENTLY WITH OTHERS Z c.UPON(XYdPLETION 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 EROSIJN CONTROL MUST MEET WSDOT STANDARD SPECIFICATIONS 9-f4.4(8)FOR COARSE COMPOST E)CRII:NT MULCH FOR PR07ECTW DES G FINAL GRAM 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 BE i7NECTLY SEEDED OR TILLED MHO SOL AS AN AMENDMENT. e.AS NEEDED TO DETERMINE COMPLIANCE WITH APPROVED PLANS AND/OR SPECIFICATIONS. SUBGRADE IS EXCESSIVELY WET,OR WHEN CONDITIONS EXIST THAT MAY OTHERWISE BE 2 HOLD PRE-CONSTRUCTION CONFERENCE MTN MASON COUNTY,PROJECT ENGINEER AND A DETRIMENTAL 70 PROPER GRADING OR PROPOSED SODDING OR SEEDING. J. MULCHING SHALL BE USED IMMEDIATELY AFTER SEEDING OR IN AREAS WHICH CANNOT BE SEEDED 2,ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE CONTRACTOR'S REPRESENTATIVE PROVIDE ESC LEAD NTH ESC CONTROL REPORT. BECAUSE OF SEASON. PLANS SHALL BE CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTIOW. 3.CALL 8f1 ONE-CALL LOCATE FOR THE LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO 4. PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOPSOIED SHALL BE 4. ALL AREAS NEEDING MULCH SHALL BE COVERKI BY NOVEMBER f. CV 3.ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES,AND PROTECTIVE MEASURES CONSTRUCTION.EXISTING WATER AND GAS UTILITIES MUST BE POTHOLED TO IDENTIFY LOCATION MAINTAINED ACCORDING TO THE APPROVED PLAN. FOR CRITICAL AREAS AND SIGNIFICANT TREES SHALL BE INSTALLED PRIOR TO INITIATING ANY AND DEPTH PRIOR TO ANY CONSTRUCTION ACTIVITY. 5. FOR W STERNIW SHALL fE USED PER BMP C12t t;'THE 2D05 STORMWATER MANAGEMENT MANUAL CONSTRUCTION ACTIVITIES Sit -I�NKI AEG ® FOR WESTERN WASHINGTON 4.ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN 4.ESTABLISH AND FUG CLEARING AND GRADING UMITS. L SEEDING MIXTURE SHALL BE AS FOLLOWS AND SHALL BE APPLIED AT THE RATE OF 120 LBS/ACRE: OPERATION PRIOR TO ANY LAND CLEARING AND/OR OTHER CONSTRUCTION TO ENSURE THAT 5.INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AS IDENTIFIED ON THE TOPOaPAPW SEDIMENT LADEN WATER DOES NOT ENTER ANY EXISTING DRAINAGE SYSTEM. THE CONTRACTOR APPROVED PLANS PERCENT PERCENT PERCENT TOPOGRAPHIC IEORMATON HAS BEEN COMPILED AND CONVERTED F„DM SHALL SCHEDULE AN INSPECTION OF THE EROSION CONTROL FACILITIES PRIOR TO ANY LAND NAME BY WEIGHT PURITY GERMINATION DTSAP GIS THE CONTOURS ARE APPROXIMATE BASED ON THE INFORMMTION „ CLEARING AND/OR OTHER CONSTRUCTION. ALL EROSION AND SEDIMENT FACILITIES SMALL BE 6.COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN FIVE DAYS DURING THE DRY PROVIDED. p7 $+aoi 0 MAINTAINED IN A SATISFACTORY CONDITION AS DETERMINED BY THE CITY,UNTIL SUCH TIME THAT SEASON OR TWO DAYS DURING THE WET SEASON WITH COMPOSTEDMULCH,WOOD BASED MULCH CHEW7NGS OR ANNUAL BLUEGRASS 40 98 90 .0 CLEARING AND/OR CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ONSITE EROSION HAS OR EQUIVALENT (fESNCA RUBRA VAR.COMMUTATE OR POA ANNA) ILFIuno PASSED. THE IMPLEMENTATION,MAINTENANCE,REPLACEMENT.AND ADDITIONS TO THE EROSION 7. STABILIZE AREAS THAT REACH FINAL GRADE WITHIN FIVE DAYS OLI/M PERENNIAL RYE(L PERENNE) 50 98 90 BUPotD UTILITIES ARE SHOWN AS INDICATED ON RECORD MAPS M AND SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMI7TEE. FURNISHED BY OTHERS AND VERIFIED WHERE POSSIBLE BY FEATURES 5.THE EROSION AND SEDIMENTATION CONTROL SYSTEM FACILITIES DEPICTED ON THESE PLANS ARE 8. FINISH GRADING TRAVELED WAY AND SHOULDER. REDTOP OR COLONIAL SENTGRASS 5 92 85 LOCATED IN 7FE FEUD.APEX ENGINEERING ASSUMED NO LIABILITY FOR cm t INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS AS (AGROSDS ALBA OR AGROSTIS TENUIS) THE ACCURACY OF THOSE RECORDS,OR FOR THE FINAL LOCATION OF G h 4 CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE,FACILITIES WILL 9. RE-VEGETATE ALL DISTURBED AREAS PER LANDSCAPE PLAN. EXISTING UTILITIES IN AREAS CRITICAL TO THE DESIGN. r•. BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE SITE. WRING THE COURSE OF WHILE DUTCH CLOVER 5 98 90 CONSTRUCTION,IT SHALL BE THE OBLIGATION AND RESPONMUTY OF THE PERMITTEE TO ADDRESS 10. CLEAN CONSTRUC7ION SITE AND INSTALL PERMANENT STABILIZATION. (TRIFOWM REPENS) w o ANY NEW CONDITIONS THAT MAY BE CREAMED BYUI THEIR ACTIVITIES AND TO OE ADDITI 1S FACILITIES,OVER AND ABOVE THE MINIMUM REQUIREMENTS,AS MAY BE NEEDEDED T TO PROTECT ONAL 11.CALL MASON COUNTY FOR FINAL INSPECTION, 2. THE OPTIMUM SEEDING WINDOWS FOR WESTERN WASHINGTON ARE APRIL 1 THROUGH DUNE 30 AND ADJACENT PROPERTIES,SENSITIVE AREAS,NATURAL WATER COURSES,AND/OR STORM DRAINAGE SEPTEMBFR 1 THROUGH OCTOBER i. a SYSTEMS 12.UPON FINAL INSPECTION APPROVAL,REMOVE REMAINING EROSION CONTROL FACILITIES. J. SEEDING THAT OCCURS BETWEEN JULY 1 AND AUGUST 30 WILL REQUIRE IRRIGATION UNTIL 75% -� N 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 O2 MORE DURING THE DRY SEASON(MAY i-SEPT REQUIRE A MULCH OR PLASTIC COVER UN71L 75X GRASS COVER IS ESTABLISHED. 30)OR 2 DAYS O2 MORE IN THE WET SEASON(OCT 1-APR 30).SHALL BE IMMEDIATELY STABILIZED WITH MULCHING,GRASS PLANTING,OR 07HER APPROVED ER09ON CONTROL TREATMENT 4. BEFORE SEEDING,INSTALL NEEDED SURFACE RUNOFF CONTROL MEASURES SUCH AS GRADIENT TERRACES.INTERCEPTOR TIKES,SIDLES,LEVEL SPREADERS AND SEDIMENT BASINS APPLICABLE TO THE TIME OF YEAR IN QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY WRING THE MONTHS OF MAY THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED 5. THE SEEDBED SHALL BE FIRM WITH A FARLY FINE SURFACE,FOLLOWING SURFACE ROUGHENING. OUTSIDE THE SPECIFIED TIME PERIOD WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE BUT PERFORM ALL OPERATIONS 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 WQ WITHIN THE DEVELOPMENT THAT WILL FURTHER AGGRAVATE THE SITUATION MUST CEASE.AND THE SHOULD BE MINIMIZED,ESPECIALLY ADJACENT TO WATER BODIES AND WETLANDS OWNER/CONTRACTOR SHALL IMMEDIATELY COMMENCE RESTORATION METHODS. RESTORATION Nons (t ACTIVITY WILL CONTINUE UNTIL SUCH TIME AS THE AFFECTED PROPERTY OWNER IS SATISFIED.8. 1. Wattles shall be in accordance with Standard Specification NO TEMPORARY OR PERMANENT STOCKPILING OF MATERIALS OR EQUIPMENT SHALL OCCUR WITHIN OONTOUR LINE(TYP.) 0114.6(5). Instal]Wafts abng contours. Installation shall a J(p CRITICAL AREAS OR ASSOCIATED BUFFERS,OR THE CRITICAL ROOT ZONE FOR VEGETATION b)in accordance wMT Standard SpecTfiution 8A1 .Z.3(1 O). PROPOSED FOR RETENTION. ((�)j ANGLE TERMNAl_END.111-To.1 2. S-raty knot aach and of WaMia Ovar:aP 2ifacam Waft < I TO PREVENT FLOW AROUND WATTLE 7 a=.24'U/•T1IFATED a ids 12'behind One another and securely tE together. WOODEN STAKE OW.) ALLOWABLE ALTERNATIVE r / (MVP_) (\Q Q X 3 h TIE DOWN METM40E 3. Compact excavated soil and trenches to prevent undercutting. Addtlonal staking may be necessary to prevent undercutting. Q CL SEASONAL REOU#IEMENTS FOR SiTE STABLQATiON xg/ YWITTL! 4 s%, TRENCH-SEE NOTE 1 I0 4. Irstall Wattle perpendicular to Bow along Contours. 1„ Q DPOSED AREA S. Nlatties shWl be inspected regularly.and immediately after �•' Q ao'SE45GN T ALLOWED FOR DFOSIM a rainfaff produces runoff,6T ensure they remain thoroughly Q Q g (SL 171 e"not ad and in Contact with the sail. [[ WET/bNY SINGE FAMILY(1) 5 DAYS/WEADMR DFPENDEIT A 6 MET/DRY ALL TITER(2) 5 DAYS SEAM OEPENDEN7 . Parlorm maintenance in accordance WirthStandard S Sped. MJ WET )5000 5 DAYS(3) 1 NcafJon M•01.511s). um.1 NOTES (1)-SINGLE FAMILY RESIDENTIAL•LIMIT OF ACE EXPOSED%%ACE ESC COIPONETITS MUST BE IN \� 7. Helm to Standard 81)"I""tion"1.306)for removal.. W PLACE N (2)-ALL DEVEI WANT EXQUS W OF SMILE FAMILY. '} \ (3)-PAYING PROJECTS ONLY,MAY BE EXIEDED WEATHER PERMITTING. ESC COMPONENTS(IF K MRED) MUST BE N PLACE SIABASE MUST BE IV PLACE 111711111 7 DAIS AFTER REACIMNG GRADE i' W z MINIMUMFJ- J - \ STAKE(TYP3T(rVP4 F 00IN1 S U TM WATTLE DETAIL DATE SEALED TAOOSR ' (TVP.) -' No"' F�pf Ww3hAL 9 POPO �� AWAJIMMAS1EIOR811111I®1T r! tic c Qr.'TF' PLAN V4EEN STATE Of POF 4 Colo WASHINGTON SfGI SITE aG 'VV11` �j rJfFT(�7y REGISTERED /ONAL _Y -9B MM771t r Q�lll\IVp LMDSCAPE ARCHITECT F FCNq TABLE(IMP-4�1 \\V/}/� ( , �<3 Sandra L.Salisbury R=T5'MIN. aAt/ICE L.oAt)D W PRAT MANAGER 8"DIAMETER _ _ _ LICENSE NO.8B0 KWERLY SAVAGE g 12'MIN.DEPTH WATTLE SPACING TABLE / _ ( _ DAB: JurN t02Ot3\ (6'MIN.FOR FAMILY °ire y^ RTT SINGLE fAYN.Y LO75 ELOPE '. WXM/M SRACaq �� t :•'; t VwYfLE(TYF.)- ��,."u.a... DRAWN iTi'f/MHA 4'TO 8'QUARRY SPALS 1MI:1V iLY.O' ] SSE DETAIL WATTLE INSTALLATION KAS (4-TO 6'FOR RESIDENTIAL ON SLOPE � � SNGIE FAMILY LOTS 2 4:W w-r SEC 21 T ! R AIW! STANDARD PLAN 1-30.30A1 FILE NO M934 PROVIDE PULL WIDTH OF NGRESS/EMESS AREA 3N:W W-W ST/'10�CONSTRUCTION SHEET t OF 7 SWEET I N1:W N-P �..._..._,waROVED FON vlfatJCATTON DATE c IJ2l/20N c.�p,4'y.�99EA/ $eCT O oBakoNcA Nf s/+aha SHEET 7-OF 7 GM'In(PPCC DWGWGGC4.0 MM1• r.rtueawan.,re. N.T.S. WATTLE INSTALLATION ON SLOPESqP �a�3�.��W PLE NO ®APEX ENGINEERING PLLC 2019