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Home My WebLink AboutLRG94-0002 Stormwater Erosion Plot Plans - LRG Plot / Site Plans - 10/13/1994STOMWATE� /\\ DAINACE A\ D EROSION CONTOL P_AN FOR ALE\E LILJEDAHL ENGINEERS CER 17F1CA TE 1 HEREBY CERTIFY THAT THE ENGINEERING SHOWN ON THIS DRAWING WAS PERFORMED BY ME OR UNDER MY DIRECTION (�L(-G4 t r-cGr DATE: /C //y/911 MARLEY L, YOUNG AGE LOT SUiDIVISO\ IP» 3/06/9e 91 /l\- I I A — 374.7 x SURVEYORS CER71FI CA TE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF ARLENE LIC.IEDAHL. CERTIFICATE NO. 28237 IN 1993-94 �. EgoattLikt. g Emma e/ti/oe 306 311 307 I 415.1 399.6 x 397.8 404.7 x 73s 397.7 I � AGATE LAND SURVEYING PROFESSIONAL LAND SURVEYOR E. 2680 AGATE RD. (206)426-4172 SHELT ON, WA. 98584 DRAWN BY: E. JOHNSON CHECKED BY: S.G.B.JR./M.LY. DATE 10-13-94 SCALE 1'=100' JOB NO. 94-152 SHEET 1 OF 2 J 0 SCALE: 1 "=100' 0 50 100 200 726. / (FOX) ,N N / /\ ( FOX 478.275 TRACT ' 5 5.00 ACRES NDT •0� / oi. 66.16'28a R..154.46 L-178.67 /\ LARGE LOT SUBDIVISION FOR ARLENE LILJEDAHL N 1/2 OF NE 1/4 OF SECT ION 23, TOrNSHIP 21 NORTH, RANGE 4 WEST, WILLAMETTE MERIDAN L INE TABLE NO. BEARING L1 S 0133'16' E L2 N 24 05 '45' W L3 S 8554'15" E L4 S 6534'15' E L5 S 0930'09" E L8 N 6239'11' w L7 N 47'49'17' W L8 N 1330'25' E DISTANCE 39.52 50.75 18.17 22.30 57.68 39.92 24.43 50.08 LEGEND • = 5/8" REBAR W/PLASTI C CAP SET LS #28237 ®= FND SIMASON TIMBER COMPANY BRASS CAP & IRON PIPE ® = SOIL LOG 0 = FOUND AS NOTED /- FOUND 3/4" IRON PIPE AND PLASTIC CAP #12309 (BENNE T T) 4 .64 ® J ® / / ® / 9/ �/ / a �y� / / 50.00 R I / C2 A. 7326'30' \ Sj I I R.162.21 L. 207.92 k 3 10\ /, 373611 ' R. 220.53 L. 144.74 . • EXISTING I *ELL TRACT 6 / 3.04 ACRES / \ / OPEN SPACE BASIS OF BEARINGS VOL 13 OF SURVEYS, PAGE 52 AUDITORS FILE NO. 476613 RECORDS OF MASON CO. WASH. ;32p1 U C4 \ R- 220.53 L. 70.00 / (L OCKE cP 430. s 1 CFI EI'OiANTAENT DR /- OL L HATCHERY LN. c -/ L RD. -- At EAVY 4-F- pD. OLD HATCHERY I *EBB H --213--- I I I 10 I h'A /-- FOUND 5/8" R & C #15653 431.46 N 8743W S � / 9&20 648.15 LL WELL - A TRACT 4 , / 5.06 ACRES \� / / -N. / � N 87.4.3 '33" E 697.81 EQUIPMENT & PROCEDURE EQUIPMENT: LEI CA 1" TOTAL STATION AND CALIBRATED CHAIN PROCEDURE: FIELD TRAVERSE AUDITOR'S CERTIFICATE FILED FOR RECORD THIS DAY OF-_ ,1994 ATE M. IN VO OF SURVEYS PG_ AT THE REQUEST OF SIDNEY G. BECHTOLT JR. AUDITOR'S FILE NO. COUNTY AUDITOR wx.1<w.1: / / C5 A. 4131 '42" R. 301.15 L� 218.28 LEGAL DESCRIPTION ALL THAT PORTION OF THE NORTH HALF OF THE NORTHEAST QUARTER (NE 1/4) OF SECTION 23 , TOWNSHIP 21 NORTH, RANGE 4 WEST , W . M . , PART 1 CUL ARL Y DESCR I BED AS FOLLOWS : COMMENCING AT THE NORTHWEST CORNER OF THE NORTHWEST QUARTER OF SAID NORTHEAST QUARTER; THENCE SOUTH 87'43 '33" EAST, ALONG THE NORTH LINE OF SAID NORTHEAST QUARTER, 726.66 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 1' 33 '24" WEST, 223.79 FEET; THENCE SOUTH 47' 49 ' 17" EAST, 333.57 FEET; THENCE SOUTH 65' 54 ' 15" WEST, 155.89 FEET; THENCE WESTERLY A D 1 STANCE OF 178.67 FEET ALONG A CURVE CONCAVE TO THE NORTH, SAID CURVE HAVING A RADIUS OF 154.46 FEET AND A CENTRAL ANGLE OF 66' 16 '28" ; THENCE NORTH 47' 49 ' 17" WEST, 24.43 FEET, TANGENT TO SAID CURVE; THENCE SOUTH V 33 ' 16" WEST, 195.55 FEET; THENCE SOUTH 87' 43 '33" EAST, PARALLEL WITH THE NORTH LINE OF SAID NORTHEAST QUARTER 1958.65 FEET TO THE EAST LINE OF SAID NORTH- EAST QUARTER; THENCE NORTH 1' 40 '04' EAST, ALONG SAID EAST LINE 667.01 FEET, TO THE NORTHEAST CORNER OF SAID NORTHEAST QUARTER; THENCE NORTH 87' 43 '33" WEST, ALONG THE NORTH LINE OF SAID NORTHEAST QUARTER, 1886.63 FEET, TO THE POINT OF BEG I N1V I NG . ENCHANTMENT RIDGE 2613.29 N O -R100.00 • WELL Z 1 / ClE\ os A- 177 q'40" 1 R. 301.15 1 L. 90.29 12.00 ---� SURVEYORS CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF ARLENE LILJEDAHL IN 1994. CERTIFICATE NO. 28237 / N 8T 43 '33' W TRACT 3 5.12 ACRES FOUND 3/4" 1 RON P ! PE 339' It � i 19k . - i i ' - OPEN SPACE 1958.65 (S I MPSON T 1 MBER COMPANY) (WA00Tz) 426. 10 s / / 7 / RI00.00 WELL �P I PE AND/PLASTR CAP #12309 (KNUDSEN) 760.205 Pg v, , //TRACT 1 7 7 5.00 ACRES .515 p �1 N0 EPSPER RP°AO `ES i 7 5 7 • 7 7 7 7 i / 7 R100.00 1 WELL /1 SURVEY FOR ARLENE L I L J EDAHL IN TRACT 2 5.00 ACRES LARGE LOT SUBDIVISION FOR ARLENE LILJEDAHL 5705 OPAL COURT S.E. LACEY, WA. 98513 (206)491 2640 ,55' NE 1/4, NE 1/4 AND NW 1/4, NE 1/4 SEC. 23, T21 N, R4W, W.M. 7 60 PRIVATE EASEMENT FOR INGRESS, EGRESS, AND UTIL ITIES PER AF NO. 579627 O O 60 ' PRIVATE c EASEMENT FOR INGRESS, EGRESS, AND UTIL ITIES 341242 PER AF NO. --j 60r00 21 dl3 NI 1)I KNUDSEN)\ o cPeo.00 //'� ��/ -- /7 i / / N • 13 24 35 7 Z • 60 ' PRIVATE EASEMENT FOR INGRESS, EGRESS, AND UT IL !TIES PER AF tK3. 592746 AGATE LAND SURVEYING PROFESSIONAL LAND SURVEYOR _ E. 2680 AGATE RD. (206)426-4172 SHEL TON, WA. 98584 DRAWN BY: E. JOHNSON CHECKED BY: S.G.B. JR. DATE 8/9/94 SCALE 1"=100' JOB NO. 94-152 SHEET 1 OF 1 1 HEREBY CERTIFY -NAT.-THE ENGINEERING 'SHOWN --ON= THIS DRAWING WAS' PERFORMED BY ME: OR_:.UNDER MY:OIRECTION. - DIRE! 3/05/2000 --J SURVEYOR'S CERTIFICATE THIS, SURVEY CONFORMS:. TO .THE. MINIMUM SURVEY STANDARDS -AS ES TABLISHED. UNDER . W.A.C. 332-130- 090 AGATE I A T1�.- SUSV PROFESSIONAL LAND'SURVEYOR 2680- E. AdATE RD: (206)426=41 SHELTON; WA.. 98584, DRAWN -BY:- WINDER CHECKED BY: - S.-G. B: JR./M. LY - DATE -08-16-99 • SCALE 23 SCALE: 1"=100 FEET 0 50 100 200 EQUIPMENT & PROCEDURE EQUIPMENT: LEICA 3" TOTAL STATION AND CALIBRATED CHAIN PROCEDURE: FIELD TRAVERSE BASIS OF BEARINGS VOLUME 13 OF SURVEYS, PAGE 52, AUDITOR'S FILE NO. 476613 RECORDS OF MASON COUNTY WA SHINGTON 14 in 1) 0 LL.I 4.1 Cr 0 0 726.66 cri N n (FOX) .14 FOUND 3/4" IRON PIPE & PLASTIC CAP #12309 (BENNETT) El 5 //5.02 Ac. ,� LEGEND • =LINE/CURVE BREAK • =SET 5/8" REBAR W/PLASTIC CAP LS #28237 O =FOUND AS NOTED S =FOUND SIMPSON TIMBER BRASS CAP & IP OR AS NOTED ® =SOIL LOG ENCHANTMENT HEIGHTS N 1/2 OF NE 1/4 OF SECTION 23, TOWNSHIP 21 NORTH, RANGE 4 WEST, WILLAMETTE MERIDIAN LEGAL DESCRIPTION ALL THAT PORTION OF THE NORTH ONE HALF OF THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 21 NORTH, RANGE 4 WEST, W.M., PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE NORTHWEST QUARTER OF SAID NORTHEAST QUARTER; THENCE SOUTH 87" 43' 33" EAST, ALONG THE NORTH LINE OF SAID NORTHEAST QUARTER, 726.66 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 1' 33' 24" WEST, 223.79 FEET; THENCE SOUTH 47' 49' 17" EAST, 333.57 FEET; THENCE SOUTH 65° 54'15" WEST, 155.89 FEET; THENCE WESTERLY A DISTANCE OF 178.67 FEET ALONG A CURVE CONCAVE TO THE NORTH, SAID CURVE HAVING A RADIUS OF 154.46 FEET AND A CENTRAL ANGLE OF 66' 16' 28"; THENCE NORTH 47' 49' 17" WEST, 24.43 FEET, TANGENT TO SAID CURVE; THENCE SOUTH 1'33'16" WEST 195.55 FEET; THENCE SOUTH 87'43'33" EAST, PARALLEL WITH THE NORTH LINE OF SAID NORTHEAST QUARTER 1958.65 FEET TO THE EAST LINE OF SAID NORTHEAST CORNER; THENCE NORTH 1' 40' 04" EAST, ALONG SAID EAST LINE 667.01 FEET, TO THE NORTHEAST CORNER OF SAID NORTHEAST QUARTER; THENCE NORTH 87° 43' 33 " WEST, ALONG THE NORTH LINE OF SAID NORTHEAST QUARTER, 1886.63 FEET, TO THE POINT OF BEGINNING. (L OCKE) 791.36 LARGE LOT SUBDIVISION FOR JIM ROUNDTREE P.O. BOX 1646 PORT ORCHARD, WA 98366 (360) 801-0777 FOUND 5/8" R&C /15653 (WATZ) S87'43'33"E 1958.65 (SIMPSON TIMBER COMPANY) *NOTE 1: SEE "DECLARATION OF COVENANTS ASSOCIATED WITH PRIVATELY MAINTAINED STORM DRAINAGE FACILITIES nECEAVE uu SAY , 8 Z000 PERMIT ASSISTANCE CENTER FOUND 5/8" R&C #15653 (WATZ) 2, 5.01 Ac. 60' PRIVATE L� EASEMENT FOR INGRESS, EGRESS & UTILITIES PER AF #341242 LINE TABLE LINE BEARING DISTANCE LI S87'43'33E 53.29 L2 NO1 *54'34 E 60.00 L3 N01 '40'04 "E 80.00 L4 S07'15'54 "E 33.36 L5 S0715'54"E 60.01 L6 S1315'45"E 60.73 L7 S1712.13 "E 60.70 L8 S47'49'17"E 24.43 CURVE TABLE CURVE DELTA RADIUS LENGTH C1 11 '44'15" 1553.83 318.32 C2 12'42'51 " 1553.83 344.80 C3 3 45'16" 1553.83 101.82 C4 20'46'21 " 499.71 181.17 C5 14 02'25" 499.71 122.45 C6 8'19'25" 499.71 72.51 C7 1410'01 " 243.44 60.19 C8 2707'16" 243.44 115.23 C9 66'16'28" 154.46 178.67 FOUND 3/4" IRON PIPE & PLASTIC CAP #12309 NOTICES TO PURCHASERS THE TRACTS CREATED HEREIN ARE SUBJECT TO THE PROVISIONS OF "DECLARATION OF COVENANTS FOR ENCHANTMENT HEIGHTS" RECORDED 12/20/99 UNDER MASON COUNTY AF NO. 1703765 (KNUDSEN) 60' PRIVATE EASEMENT FOR INGRESS, EGRESS & UTILITIES PER AF 1579627 THE TRACTS CREATED HEREIN ARE SUBJECT TO THE MITIGATION AGREEMENT BETWEEN SHELTON SCHOOL DISTRICT AND JAMES ROUNOTREE AS RECORDED UNDER AF NO. 1706535 23 2 Cr) 0 0 0 60.f00 13 1 24 60' PRIVATE EASEMENT FOR INGRESS, EGRESS & UTILITIES PER AF 1579627 0 0 2 v cp AUDITOR'S CERTIFICATE FILED FOR RECORD THIS DAY OF AT M IN VOL OF SURVEYS PG AT THE REQUEST OF SIDNEY G. BECHTOLT JR. ,2000 COUNTY AUDITOR AUDITOR'S FILE NO. BY SURVEYOR'S CERTIFICATE THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT THE REQUEST OF JIM ROUNDTREE IN JUNE 1999 CERTIFICATE NO. 28237 SURVEY FOR JIM ROUNDTREE IN THE NE 1/4 OF THE NE 1/4 AND THE NW 1/4 OF THE NE 1/4 OF SEC. 23, T21N, R 4 W, W.M. AGATE LAND SURVEYING PROFESSIONAL LAND SURVEYOR 2680 E. AGATE RD. (360) 426-4172 SHEL TON, WA. 98584 DRAWN BY WINDER DATE: 05/01/2000 CHECKED BY S.G.B. JR. SCALE: 1 INCH = 100' JOB NO: 94-152R SHEET: 1 OF 1 FILE NO: 99-152_En ch an tm en t. dwg COMB 1 NA T 1 ON NOTCH WE I R FOR BAS I N 'A ' NOT TO SCALE ID# N1,N2 100 YR. PEAK STAGE 387.43 10 YR. PEAK STAGE 387.29 - NOTCH NE'IR, LEFT AND RIGHT, N2, TOP ELEV. 387.08 2 YR. PEAK STAGE 387.01 -� NATURAL GROUND NOTCH WEIR, N1,TOP ELEV. 386.50 FILL AS REQUIRED 4'X 4' TREATED T I AIR / ELEV. 388.00 100 YR. PEAK STAGE .387.43 10 YR. PEAK STAGE 387.29 2 YR. PEAK STAB 387.01 ELEV. 383.00 ELEV. 392.00 1.50 VARIABLE WIDTH t 2.40 -i BASIN FLOOR ELEV. 363.00 L PLACE QUARRY SPALLS AGAINST WEIR AT OUTFALL POND 'A 7200 SQ. FT. -FLOOR AREA METER I AL TO BE REMOVED AS REQUIRED 3;1 OUTFALL DITCH MUST BE PROVIDED TO PROPERTY LINE ELEV. 386.00 EROS I ON CONTROL PLAN SECTION 1. CONSTRUCTION SEQUENCE AND PROCEDURE: SUGGESTED CONSTRUCTION PRIORITY: 1) CONSTRUCT I OV OF THE MAIN ROAD. 2) CONSTRUCTION OF THE SIDE ROAD. 3) PLACE CULVERTS UNDER ALL ROADS. 4) ALL DITCHES INCLUDING ROAD SIDE DITCHES TO BE COMPLETED. 5) TRAPEZOIDAL POND 1N BASIN B AND DISCHARGE STRUCTURE. 6) TRAPEZOIDAL POND IN BASIN A AND DISCHARGE STRUCTURE. SECTION 2. TRAPPING SEDIMENT: IT SHALL BE UNDERSTOOD THAT EROSION CONTROL TECHNIQUES THAT PREVENT SOIL FROM ERODING RATHER THAN TREATING CONTAMINATED RUNOFF ARE PREFERRED. THE M I GRAT 1 ON OF SED 1 AENT OFFS 1 TE WILL NOT BE TOLERATED. DUR 1 ND CONSTRUCTION OF THE SITE IMPROVEMENTS 1 NCL UD 1 NG THE DRA 1 NAGE FAC 1 L 1 T 1 ES , SILT FENCES AND/OR HAY OR STRAW BALES, AS A MINIMUM, WILL BE USED WHERE REQU I RED . EVERY EFFORT WILL BE EXTENDED TO PREVENT SEDIMENT MIGRATION FROM LEAVING THE PROPERTY. SECTION 3. PERMANENT EROSION • CONTRaL AND SITE RESTORATION: THE APPL ! CANT INTENDS TO ENCOURAGE THE NATURAL VEGE TA T 1 ON GROWTH ON THE UN I APROVED PORTIONS OF THE PROPERTY. REVEGETATION OF ALL DISTURBED AREAS WILL ALSO BE ENCOURAGED. RECOMMENDED GRASS MIXTURE 1S: NAME RED TOP (ARGOST I S AL BA) ANNUAL RYE (LOL IUM AIULTIFLORUM) CHEWINGS FESCUE +(FESTUCA RUBRA COMMUTA TA) (JAAESTOEN, BANNER, SHADOW, OR KOKET) WHITE DUTCH CLOVER (TR I FOL I UM REPENS) PROPORTIONS PERCENT PERCENT BY WEIGHT PURITY GERMINATION 10X 40X 402 10X 92 98 97 90 90 80 96 90 SECTION 4. MAINTENANCE PLAN THE RESPONSIBILITY FOR MAINTAINING THE FACILITIES WILL LIE WITH THE EXHISTING OWNERS OF THE PROPERTY, UNTIL OTHER APPROPRIATE AGREEEAENTS CAN BE MADE. THE PONDS, DITCHES, AND DISCHARGE STRUCTURES SHALL BE INSPECTED AT MINIMUM EACH FALL, TO ASSURE THAT THE DRA 1 NAGE FLOWS AS 1 NTENDED . AFTER EACH 2 YEAR STORM EVENT THE FACILITY SHOULD AGAIN BE INSPECTED TO ASSURE THAT IT 1 S FUNCT 1 ON I NG PROPERLY. THE MAJOR MAINTENANCE ACTIVITY WILL BE TO THE BAS 1 NS IS COMPROM 1 SED BY SILT BU 1 L D-UP , THE SILT MUST BE REMOVED. DECL ARAT 1 ON OF COVENANT ALL CAPS MASON COUNTY REQUIRES THAT A DECLARATION OF COVENANTS ASSOCIATED WITH PRIVATELY MAINTAINED STORM DRA 1 NAGE FAC 1 L I T 1 ES BE EXECUTED AND FILED WITH THE COUNTY AS PART OF THE APPROVAL PROCESS. 30' CULVERT UNDER MA 1 N ROAD fL-EV. 269.00 \\ TYP I CAL ROADWAY _SECT I ON _.,Grp I l- I 11- III -I 13.00 26.00 10.00 2X 13.00 10.00 2X Y. .I.i.i...il...CFI- I.i.i. .I.i.i...ii.i. ,1„,1 I. 11-III III;III CRUSHED SURFACING TOP COURSE 2' COMPACTED DEPTH BALLAST (GRAVEL BASE) 6' COMPACTED DEPTH (MIN.) COMPACTED (STAB I L I ZED) SUBGRADE OR I F- 'I CE FOR BASIN i Q -57 QQoQOo HEIR FLOW LINE MIN. GRADE 1X (3 ELEV. 371.00 MAXIMUM/ ELEVEVAT ION DISCHARGE TOWARD 30' DIAM. CULVERT UNDER MA I N ROAD. COVER TOP, BOTTOM AND ALL ORIFICES WITH 1/4' GAL VAN I ZED SCREEN OR EQUIVALENT TOP OF OPEN PIPE ELEV. 375.50 • STANDARD 10' DIAM. PVC PIPE, TEE AND CAP INLET ELEV. 372.00 ORIFICE /1-8.03' DIAM. HOLE DRILLED IN CAP DITCH SECTION ROADSIDE & OPEN ROADSIDE DITCH SECTIONS REACH BOTTOM WIDTH r1 rc r/c rb r2 r1b ALL OTHERS 1 3 0 4 . NOTCH WEIR FOR BASIN 'B' NOT TO SCALE !DI 81 100 YR. PEAK STAGE 375.29 10 YR. PEAK STAGE 375.03 - 2 YR. PEAK STAGE 374.62 NOTCH WEIR TOP ELEV. 374.68 PLACE QUARRY SPALLS AGAINST WEIR AT OUTFALL 4'X 4' TREATED TIER 100 YR. PEAK STAB 375.29 10 YR. PEAK STAGE 375.03 2 YR. PEAK STAGE 374.62-- ELEV. 371.00 ELEV. 382.00 .. 4 ' 4 A • ••a' •. • y 180.00 10.00 BASIN FLOOR ELEV. 371.00 HAND PLACE 1/7' PEA GRAVEL AROUND P.V.C. PIPE TO ACT AS FILTER .4. - • • FLOOR ELEV. 371.00 POND 'B 9800 SQ. FT. -FLOOR AREA NATURAL GROUND AMTER I AL TO BE REMOVED AS REQUIRED ELEV. 376.00 OUTFALL DITCH MUST BE PROVIDED TO PROPERTY LINE 1 HEREBY CERTIFY THAT THE ENGINEERING SHOWN ON THIS DRAW 1 NG WAS PERFORMED BY ME OR UNDER, MY DIRECTION. DATE: /G. 4/ '.' MARLEY Le„, YOUNG P . E . P. L . S . ten® 3/05/ae MARLEY L . YOUNG P . E . CONSULTING CIVIL ENGINEER P.O. BOX 1343 (206) 426-7475 SHEL TON, WASH 1 NGTON 98584 DRAWN BY: E . J *INSON CHECKED BY: M.L.Y. DATE 10/11 /94 SCALE 1'=100 JOB NO. 94-152 SHEET 2 OF 2