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HomeMy WebLinkAboutLRG96-0001 - LRG Plot / Site Plans - 6/23/1998LEOEND AMERICAN DEVELOPMENT C/O SAM BOLING 1113 BLACK POINT ROAD BRINNON, WA 98320 TELEPHONE: (360) 490-0087 NOTICE 40 RII CHG2 ig© OO{I SubdAwijo_Pcm :AU THE LOTS, PACELS OR TRACTS CONTAINED WITHIN THIS LARGE LOT SUBDIVISION HAVE BEEN CREATED WITHOUT ESTABLISHING A POTABLE WATER SUPPLY. NO BUILDING PERMIT NECESSITATING POTABLE WATER WILL BE ISSUED WITHOUT FIRST SATISFYING POTABLE WATER REQUIREMENTS AS REQUIRED BY THE MASON COUNTY HEALTH SERVICES DIRECTOR. LOTS CONTAINED WITHIN THIS LARGE LOT SUBDIVISION SHALL NOT BE FURTHER SUBDIVIDED. EXISTING 4" SQUARE CONC. vzMONUMENT WITH 3" BRASS - (ORIGINAL AXLE LYING BESIDE) FOUND 1 ORIG. BT IN NW QUAD. S89'41'59"W 21 6j 1322.36' /� 2 PROJECT LOCATION - 520 JANE McCORMICK ( 422017.200000 480 Z -1- APPROX W. LINE G.L. 3 400 360 280 240 2 0 290' i 65' / \` a 2-R=100'(TYP.) Bac'dm 1st 300 L.F. (SHEET) Ns=0.40 5=5.0% 0 0 L-lagnohilp 22 Kl©TLE% _Muni@ W6so% WIN/ NEOCDR COanRy9 Wnohonal© Qzlae.owz©u peime0 Hooe, (32201121100000 end 4220111200000) C 423030060000 STATE SCHOOL LAND S89'41'59"W 1322.36' 0 0 �O h • .---(Prlvot6-Rood).._..-51b....•. TCPRE sas \` IIi 3 ,1 2.49 ACRES / I I I/ ! (1st 300 L.F`� � (SHEET) \ �CNs=.40 / / 5=30.35% / • 1 fj / /1/4 J // ' z 04 // 2.28 ACRES /18"CMP 466' x \ .'/ BASIN #1 / 1.65 AC. / 6 '•g{10 / 2.71 ACRES 100' WELL t/[nd 600 L.FI PROTECTION 7 (SHALLOW) I r Ks=5.0 /., EASEMENT/• (TYP.) S=15.0% / 60' ACCESS & UTILITY ESM'T / 1/ 2.95 ACREyS g' / 11 •60 L.(. BIO-SyrALE / v / \ , x . , -- AP:: � a- -_ BOND #1 14,660 C.F. 30'X60' 4.50' DEEP •TeP• -�� . 100 YR. ALL WEATHER ACCESS 7 LINE EACH POND W/ IMPERVIOUS POLYETHELENE LINER (TYP.) 40'X70' - 7- / 7 7- 7 0 -T 5 // i= / "°9 30 L.F. •••/ . 1 90' jANNEL) /1 J =5.0• 11J4 x \\\ 4 / / • EXISTING 3" DIA. CONC. MON. WITH 3" BRASS CAP (SET 1979) 43p J i 5 , 1/ \\ `ve 2.87 ACRES • : 150 L.F. BIO-'SWALE ( 200 L.F. BIO 25' SD 100' WELL 12"CMP' �0"' k ''' ,,' E 'M'T ® PROTECTION EASEMENTS _ - - - G•' "tXISTNG CENTERLINE ROAD i " /"- x <\CENTjEERLINE OF EASEMENT . .r EMERGENCY OVERFLOW \. 1 e�j l " '01 _ r i/ - .�" 30 /-...,, 1 -- / -----\-1� 45' BEND '�, *:j: `Jx r • •••C., Q.. 0 �q. • rp�11 1 - 15' SD EASEMENT- 1 I �1 I • 1 SD ESM'T / \ 1 1 ▪ ENERGY DISSAPATOR DETAIL-(TYP.) ---- ' 1 • S ' yo 1` 425' 2nd 320 L.F. (SHALLOW) Ks=5.0 7 5=15.63% 2.66 ACRES �. ROCK LINED DITCH • 10' SD EASEMENT •a 60' ACCESSdo V 1/\ '' UTILITY ESM'T _ 5 0 3.07 ACRES FINAL 58 (CHANNEL) Kc=5.0 S=1.72%44 25' SD BASIN #2 ESM'T 4)01 1,94 ACZ / WALE ALL WEATHER \ \ ACCESS PIPE ANCHOR 40' 0.C.(TYP.) SEE DETAIL craw /� • I I I I I L _ \_A 7 j 7 100' • TIMBER HARVESTING WITHIN THE OPEN SPACE AREA SHALL BE PROHIBITED IN PERPETUITY. THE REMOVAL OF TREES THAT POSE A SAFETY HAZARD SHALL BE ALLOWED IF APPROVED BY MASON COUNTY AND THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES. 7- 240 280 JANE McCORMICK 422012002000 100 0 100 200 300 remeimmu Scale 1" = 100' 320 \.) _ APPROX. So. LINE C.L. 3 A A A' 1 A I 1 L I \ I 1 1 1 1 r Y Y ( 422012400000 A A 1 JANE McCORMICK 45' BEND / \_1 1-- ,40'X70=[:__ SD ESM'T OREST SAC ppUC4T10N BUFFER 4°. /x o• 4.4 )y \ I l i L.F. Ax IW ko 8J \r60 L.F. B10- ___ ' - • POND #2 > 16,135 C.F. ,' 30'X100' ,' 3.56 DEEP 40 100 YR. , • • EMERGENCY OVERFLOW 79 Fax - A , 25' SD 2.58 ACRES At 300 ESM'T z (SHEET) BASIN #4 -' Ns=0.40 1,03 AC. \/ S=8.3% •ri4' 60 EASEMEN" 6X Oo 1 ----- ---- - PROJECT BOUNDARY = APPROXIMATE CONTOUR LINE (40' CONTOUR; = CREEK = TOP OF SLOPE = TOE OF SLOPE = CENTERLINE OF EXISTING ROAD = CENTERLINE OF PROPOSED RIGHT OF WAY = PROPOSED LOT LINE = FOREST PRACTICE APPLICATION BUFFER = BUILDING SETBACK LINE = ASSESSOR'S PARCEL NUMBER = PROPOSED WELL SITE = SOIL LOG ( 423030060000'06 - 9 p 930 j�S89'43'22"W ^• 1324.54'/'' TOWNSHIP 23 NORTH EXISTING CAR AXLE AT NW COR. TRACT A = ORIG NW COR PLAT "BASE POINT" 0 n'MM� m 660' 2.34 ACRES 1st 300 L.F. (SHEET) 18"CMP Ns=0.40 S=5.0% i! 11 t146' II / 10J \ 2.18 ACRES/ `.s -• .•9 2.29 ACRES / / 10 / FINAL (SHALLO Ks=5.0 S=7.5% / 200 L.F. BIO-SWALE 25' SD ESM'T, �...•' .F. 1 TCPRE • �/� PIPE 1 I I AfA 40' Q.G.(Tl'P..> � \ i �• lr I 1 15' SD I /'' I ESIA'T - •• / 1' ENERGY DISSAPATOR / / / i i• VA1E 86� / ANCHOR -Pi OD DE r •Li- ., 45' BEND 320 DEVELOPMENT OF LOTS CONTAINED WITHIN THIS LARGE LOT SUBDIVSION WILL REQUIRE A PROJECT -SPECIFIC GEOTECHNICAL REPORT CERTIFIED BY A ENGINEER LICENCED IN THE STATE OF WASHINGTON. DEVELOPMENT OF LOTS CONTAINED WITHIN THIS LARGE LOT SUBDIVISION SHALL CONFORM TO MASON COUNTY STORM WATER REQUIREMENTS. INDIVIDUAL DOWNSPOUT INFITRATION SYSTEMS SHALL BE REQUIRED FOR EACH LOT ACCORDING TO SOIL TYPE (SEE SHEET 3). ALTERNATE DESIGNS MAY BE ALLOWED AS APPROVED BY THE MASON COUNTY DEPARTMENT OF PUBLIC WORKS. / / - 0 �I � -1S-P- A-- MSUIMED DEVELOPED N. LINE G.L. 2 • 620' / 2nd 550 L.F. (SHALLOW) Ks=5.0 S=14.55% ROCK LINED DITCH 10' ESM'T 3.36 /:.00 �y / /-100 L.F BIO-SWALE 1 1 �j` /I I 26 25 STORM DRAINAGE ESM'T I qb m` II I Q 1 2 CONTRd //i 2.14 ACRES a� ,i BASIN #3 1.64 AC. POND #4 9,667 C.F. 30'X70' 3.08' DEEP .\oE• 100 YR. A • • 00 L.F. If /TOWNSHIP 22 NORTH 13 / 4.34 ACRES • .H4 .(TYP.) \ \ ROns�� SPILLWA'Y'i ERGENCY OVERFLOW' ALL WEATHER.' ACCESS POND #3 �\ 14.960 C.F. � /c/.c 30 X 90 3.60' DEEP ,'�•' 50 • 2.85 ACRES 100 YR.,,'..�j y t - SD EASEMENT ' jz 5\� \ EMERGENCY OVERFLOW Tti `/' \pal/ 1 \\V+CCESSATHER ®/ % ..„..,0 , �qt�/' BIO-SWALE " ' P / \ _� - 1/ \ , \ i Ae / �Op,Di CENTERLINE RIGHT-OF-WAY 7- 30 0 14 • / 40'X70' J 1� SD ESM'T 11 T- Ste' \ 15 \ r-16 EXISTING CENTERLINE ROAD= 15' SD ©A ESM'T .166 ' BASIC TOPOGRAPHY FROM HOODSPORT QUADRANGLE (7.5 MIN.) ADJUSTED TO ACTUAL FIELD ELEVATIONS ALONG E-W ACCESS ROAD AND SPOT ELEVATIONS ALONG EXISTING SLOPES CRITICAL TO THIS LAYOUT BENCH MARK = USC&GS BRASS DISK AT CONCRETE BRIDGE OVER MILLER CREEK EAST OF PROPERTY ON HIGHWAY 101 ELEVATION =15.10 MSL (ASSUMED ELEVATION= 8.19') A= 6.91' 240 200 BASIN BASIN BASIN BASIN 15 2.51 ACRES i A 16' / I�I I \, \_/ V/ 1 7- 160 ( 422011300000 ) 17 LOTS PROPOSED 224. FINAL 500 L.F. 41 // /X c=5.0 / \ 5-3.0% �11 f 1 11 ,\ \ >�r /� �\ 20' ROAD EASEME II �� •p� / / / ' / \\15' WATERLINE III /� 17 EASEMENTo Ili 1 p �'to � \ I L II' / I .r\ `j TANK SITE EASEMENT u .,1 , \,--1---- ---.. _ �� �� _ �/ o:c1.-64.1 '55"E / \\ 1PRAP\\ 1 1y SECT10� �ACT.)67.20 ( r\ 0 3.72 ACRES EXCEPTION 15' WATOLINE \ \ 2.24 ACRES • 13 EX. LINE OF PLAT cetZ ,(CHANNEL) \ 9Y MA 6- P TIMBER HARVESTING WITHIN THE OPEN SPACE AREA SHALL BE PROHIBITED IN PERPETUITY. THE REMOVAL OF TREES THAT POSE A SAFETY HAZARD SHALL BE ALLOWED IF APPROVED BY MASON COUNTY AND THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES. ROBERT SUND MINIMUM LOT AREA = 2.00 ACRES OPEN SPACE (S. OF MARDELL RD)= 39± ACRES TOTAL AREA = APPROX. 85 ACRES 80 oinnisuoitursimmitztourn 3. 30. 40 EASEMENT NN II Lri • • \ ° \\'' \ ) o z • SOI 78.58'(ACT.) Ck in to___y SO. UNE PLAT N89'03'E (PLAT) REV'D. APR. 1998 PER MASON COUNTY 2. Lai 1- to ce tn NOTE: (=PLAT #50) SHEET 1 OF 4 AMERMAN DEVELOPMENT HOLIDAY VIEW TWO P.O. BOX 847 PHONE: (360) 779-6633 FAX: (360) 779-7031 N 13 16 r C245 CL CREEK 1 238 7 N©POD SI D L©© BOO M� P RO P© I �i I .& O 'I /,^h // i r d° / INSTALL 140' PROPOSED OF 24" CMP ALIGNMENT (SEE SHEET 3) \ \ 15' WATERLINE o\ \ \ / EASEMENT i NO \ \ \ \ \ \ \ \ \\ \ \ \ \ \\ \\ l /2/0 V NOINU UV WIC, 11 -Fr'I HRTICDH OF o O _/ ❑\ U U\ I� Lrt1 U �J I V l/ Irmo" 1J O 0 0 NORTH LINE CF SEC.1, T2 EX. GRAVEL RD. 7 . . 0. vE.. MPtC PROC� P 145— 16. 7x—► NOTE: 111 EX. SLOPE / / \ \ r , 1 J /-\\ I I L _ / T I I /-\ I 1 \ A I- I II I I 1 /\ 1 I\-/ L I L/ / \ z x qfPz< \ x CENTERLINE (REV.) TABLE / / NUMBER 6 = R=' L=' C1 2'12'13" 1300.00 50.00 C2 101'00'50" 100.00 176.30 C3 116'29'45" 100.00 203.32 C4 59'16'22" 100.00 103.45 C5 18'13'42" 100.00 31.81 50 \ F- /_\ ' L J L_/ \. J 1\I 70 EXISTING\GRADE (TYP.) / 1 / / / / LEOEND 1V 0 50 PLAT OF 'HOLIDAY BEAd' 100 150 Scale in = 50' NOTE: PLAT OF -HOLIDAY BEACH DOES NOT CLOSE. R/W AND LOTS SHOWN ARE APPROXIMATE LOCATION, BASIC TOPOGRAPHY FROM HOODSPORT QUADRANGLE (7.5 MIN.) ADJUSTED TO ACTUAL FIELD ELEVATIONS ALONG E-W ACCESS ROAD AND SPOT ELEVATIONS ALONG EXISTING SLOPES CRITICAL TO THIS LAYOUT BENCH MARK = USC&GS BRASS DISK AT CONCRETE BRIDGE OVER MILLER CREEK EAST OF PROPERTY ON HIGHWAY 101 ELEVATION =15.10 MSL (ASSUMED ELEVATION= 8.19') L = 6.91' 0 wQ W • 0 � CrZ1 V I' —In / <S� / EDGE / LANDSCAPING 18.87� EDGE \LANDSCAPING J - PROJECT BOUNDARY = CREEK = TOP OF SLOPE - TOE OF SLOPE = CENTERLINE OF EXISTING ROAD - CENTERLINE OF PROPOSED RIGHT OF WAY = EASEMENT - PROPOSED LOT LINE = 5' CONTOUR = PROPOSED WELL SITE = EDGE OF GRAVEL CATCH BASIN = BLOW -OFF VALVE = WATER VALVE = TELEPHONE PEDISTAL = TRAFFIC SIGN = POWER POLE = GUY ANCHOR 26G5TOPO.DWG REV'D 4/10/96 EXISTING STATE HWY. SHEET 2 OF 4 U IANDD C LL AMC EKTENSOON GI VOSOOO I i MERMAN DEVELOPMENT VC LOPME T / HOiOOMV YEW VWO PORTEON GOO V'T LOOTS 2 AND 3 S © ro it 9,'e26a, WM. DaaBM COMM IMJAsC;IO!NIG5TON P.O. BOX 847 s;-1.101_ Q.D.A. f �IGO�II C W��1G, �d6 POULSBO, WA 98370 PHONE: (360) 779-6633 B.I. PHONE: (206) 842-6123 FAX: (360) 779-7031 DAT! APR. 199R I cR• 7A7R/1-Al I Ina u0.:97-5289^1 DRAWN: RP INDIVIDUAL DOWNSPOUT INFILTRATION SIZING CHART (SQUARE FEET OF TRENCH BOTTOM) TYPE IA SOIL - GRAVELLY SANDY LOAM TYPE 3 - LOAMY SAND TYPE 4 - SANDY LOAM GRAVEL DEPTH ROOF AREA ROOF AREA ROOF AREA 3000 SF 4000 SF 5000 SF 3000 SF 4000 SF 5000 SF 3000 SF 4000 SF 5000 SF 1' 247 330 412 416 554 692 535 713 891 1.5' 2' ,., 203 . 175 271 233 339 ., 291 _ .323. 268 431 __ 357 _._ 539_ 446 .., 403..__ 327 538 672 436 544 2.5' 154 206 257 230 306 383 276 368 4f,n 3' 139 185 231 202 269 336 240 320 399 Roof areas less than 3000 sf shall be designed for 3000 sf unless otherwise approved by the Mason County Department of Public Works. PR❑FILE SCALE: 1'=50' HOR, 1"=10' VER. 240 MATCH EXISTING Q VPI STA ELEV CURVE 0450.00 235.00 LEN=200.000 240 4.00i 230 NLel 0 o i N. \ 2 220 210 o o o "o \ \ \ \ `\ a ni `\ PROPOSED FINISH GRADE _ WU 210 200—\\ Q. >W W \ 200 VC \ \\ \ 0a/ :\11. 190\\\ 200' ` — 100• VC -- w 190 NOTE, ��• \ VPC :TA 5.00.00 > EXISTING WATER LINE EXISTING GROUND ` \ \ • ni a CROSSING 2 STA.2+70± •4 ►\ \r. \\ z `> 180 > W 170 \ \ \ \ \ \ \\ J \\ a c i• 0 F, Ni ELEV 164,00 6+10 APPX. IN]. HATCH EX. E 180 170 24' CMP \\/ /• EL 166.0s 1 �\ \ `\ \� � -2.00i N 2.0% 160 _ ‘--.... \\ 160 150 VPI STA ELEV CURVE 5+5090 165.00 LEN=100.000 —1+00 150 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 SEE NOTE ON SHEET 1 OF 4 Dann 3 APRIL 2000 1 SHEET 3 OF 4 SIECT10001, 4.8EPd, f'J4W, W.M. MASON COUNTY, WA &D.i1. ENGOO EEROMG P.O. BOX 847 POULSBO, WA 98370 PHONE: (360) 779-6633 B•I• PHONE: 6) 842-6123 FAX: (3600 )779-7031 RCPRann.nwr ORANN: BW DESIGN: ___ CHECKED: PETS SCALE: JOB NO.:97-52890 DATE: FEB. 1998 I SHEET 3 OF 3 I FILE NO.: Larg8 Lot Subic/. of FIC)L_ILDAN•P NI/8 VV 7-1/VG) 1 3 z ea be 48-0 4G0 420 1-- r 1 400 SCALE: H�RIZ. . .= •-... • -• . • ••• •• •,- -• • _ • • ..• ••- •• • 1"— 100' - • _ - • • - • • . • __ Tjdf - V-- • • • • • • --.- -.• ^ • '• • " -.•- .• -• -• • - • • • ...• _ • • _ • _.,•- • - • •-••• • -.Y.- • --•- • • • ••• • --••• • • ^ • .• • • .. _•, •. .• - • •.•_ • • •• • • •• • - .y • • • • -.• • . • • -• • - --•-• • -•-- • • • •• •• " y •.-• ••••• ••- - • 24 o0 3+0o 440o S 400 61.1ce N C77- E SEE SILIEET 1 PCIF? FoLAPJ VIE -1- 4910.1 •••••••.erarr _07$0,0 lea?) Zia° 4 - . T. . . . y ..• •.- . • ---.- •-• • .•• •- • _ • - - - X -- - • - - ‘k) - - — _ . •••••41, --•.• •_ •_ ^•• • ..... • _•- •_ 6400 71.00 8 4C0 9t0o 1040o • • .1 • ..• • 1140o 12,00 13to0 14 4 00 04 00 1400 2400 3400 PtAl2 LANI4.i.. P0.71: • ArMee CIAARPRINT PAPER CO, EMERYYRLE, CA. 4400 .9,0o 4Pao • ... • . ass' Sioo 1HUCLI-S_E- .42,____/&_00 77_7.7 ==.2-. •-• — ITII-22.= ith- •-. • ^•._.-- _•--- A N LVL A•D•A ENGINEERING P.O. BOX 847 • POULSBO, WA 98370 (360) 779-6633 • (206) 842-6123 ENGINEERING AND SURVEYORS