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BLD2023-00938 SFR Survey Setbacks - BLD Plot / Site Plans - 10/5/2023
PLATT INVESTMENTS - J DANIEL PLATT GRAPEVIEW RESIDENCE 180 EAST GRAPEVIW POINT ROAD ALLEN, WA MASON COUNTY PARCEL # 12105-51-17005 MASON COUNTY APPLICATION # BLD2023-00938 SETBACK AVERAGE LINE FROM EXISITNG ADJACENT HOMES PER ASPEN SURVEY 9-26-2023 .EASEMENT PER AFN 123656 &235337 ' r O POWER POLE TO UNDERGROUNaSECONDARY ELE 2ti ELE 1 ELE 1 ' ELE 25 - E 5 RESERVE DRAIhiFIELD _ ~ ` I 16' TO EVE R CINDY E. WAITE S © fi 1 7DS TO r- } E r PER rrr == = i --38' 1" C EVES SPLASH ESTIN'G 5' IN �_ --- 4/I0/2023 r' r f! ,_k r- - 36 Q-------- BLOCK BULKMEAD�r ` ELE 15 G ' , �_'� &STIRS i . L1RAI i v ACCESS 111, a„ ELE 20 f ;! l NEW HOUSE r f •- r FIELD D PECK $ ,_,��� t� ENTRY AN s� EXIST PARCEL # ' 0'TO BE BUIi.fi f 12102-51-17005 _ 4_� ' rON EXIS.,M- G r err _ —- FOOTPRINT. 20' DSTO rrf f . - -�A ET R LINE INti, TANK TAN 11'- O E ' 12' 011 ,, SPLASH BLOC t r'' HEAT P MP ' GRAPEVIEW r �, f POINT ROAD {r' 1 -'� SE C OUT 1 J TO } l,t_i' � ?1 CASE. INLET " r (NORTH BAY) l_ WELLHEAD W/75' PROTECTIVE RADIUS fr i y_ ~ - - •• TREASURE '• PARCEL# ISLAND ROAD 12105-51-17003 } -- mac, MAINTAIN MIN 10' HORIZONTAL �s -- 7�-, CLEARANCE FROM WATER LINE T SEPTIC TANKS AND AN r O ` TA TRANSFER LINES NORTH kk SITE PLAN l " = 20' PLATT RESIDENCE GRAPEVIEW WA 2023 SCALE: 1" =20' DRAWN BY KV SITE PLAN REVISED FOR SETBACKS 10-5-2023 KEVIN FANDEL DESIGNS AND PERMITS LEGAL DESCRIPTION (AS PER STATUTORY WARRANTY DEED - AFN 2178496) RECORD OF 5UR VEY THAT PART OF LOTS 1 & 20 IN BLOCK 17, DETROIT NO.2 VOLUME 1 OF PLATS, MA50N COUNTY WA5HINGTON PAGE 23, RECORDS OF MASON COUNTY, WASHINGTOON, AND THOSE PORTIONS / OF VACATED MECKLEM AVENUE, VACATED RAILROAD AVENUE, VACATED FIRST STREET, VACATED SECOND ,STREET, AND THE VACATED ALLEY IN SAID BLOCK N 1/4 COR, SEC. 5, T 21 N, R I w, W.M. / 17 WHICH ATTACHED THERETO,BY OPERATION OF LAW UPON RESPECTIVE THEIR �� FOUND CASE MONUMENT q GRAPEWEW / LOOP ROAD 0.41' EAST OF CENTERLINE / W VACATIONS, PARTICULARLY AS(FOLLOWS. 3/16 / Q � CS BEGINNING AT THE INTERSECTION OF THE EXTENDED CENTERLINE OF VACATED / CC MECKLEM AVENUE ADJACENT ON THE NORTH TO SAID BLOCK 17, AND THE GOVERNMENT MEANDER LINE ON CASE INLET; THENCE WEST ALONG SAID CENTERLINE TO A POINT 25 FEET WEST OF THE r' CORNER N 88 33 - rn - Y _.... tik•` -o. T'EA• GARAGE :ENCR A S 0 CHES 0.6 �=�" E M 0- - E EXTENDED � :�'•XT NDED OF SAID BLOCK 17 'N .AF-, - N 2 3�• 65 6 . 2 35 3. _ 3 7,. HED '� 0 W .��,.:� ,,� CON THENCE SOUTH 55 FEET; _ W :'�f '' C�fl d 120.86' SHED ra ' SLAB THENCE EAST TO THE MEANDER LINE; o - N 88 33'00" W 1os.72' d F'=== CALCULATED CORNER 'CID , 68.99'_ THENCE NORTHEASTERLY, ALONG SAID MEANDER LINE TO THE POINT OF �`�"' I^ 1EAVES �I o � _ o N= 741784.05 ������� �.�� 299.56 ::> o o E= 1062903.90 A veo (Vacated) _(1' OVEI�/IANG)� o� � BEGINNING; FOUND HOLMAN R/C I STAIRS EXCEPTING THEREFROM THE SOUTH 20 FEET OF THE WEST 112 FEET THEREOF. — — — — — — — 0.42' SLY & PARCEL N0. of 180 57.48 54.52' 0.34 E'LY�Zkg12105-51-17005 N / x 2' LANDSCAPING Y� U N 88 JJ'00" WALLS W _ 112.00' FENCE IS // TOGETHER WITH ALL THAT PORTION OF A TRACT OF TIDELANDS CONVEYED BY J - 0.27' W HOUSE �^ ^ FOUND 3/4- IRON PIPE OF BDRY — STAIRS THE STATE OF WASHINGTON AS TIDELANDS SUITABLE FOR THE CULTIVATION OF I r "'I 0.77' N'LY & S 01'58'03" W 6.02'E'LY 20 ' " OYSTERS TO JESSE T. MILLS IN DEED RECORDED IN VOLUME 9 OF O.L., PAGE - 20.00' N 88 33 0 W 159.53' / CONCRETE FOUND HOLMAN R/C, / BULKHEAD 102, AUDITOR'S FILE NO. 23063, INCLUDING THE REVERSIONARY RIGHTS 0.46' SLY & I I I I 0.37' E'LY THEREIN CONVEYED IN DEED RECEORDED IN VOLUME 160 OF DEEDS, PAGE o LO I Z m FOUND HOLMAN R/C �, a 182, AUDITORS FILE NO. 156369, LYING IN FRONT OF, ADJACENT TO OR I 30.0' ` 19 0.46' S'LY ABUTTING SAID UPLAND, AND WESTERLY OF THE WESTERLY BOUNDARY LINE OF I FOUND HOLMAN R/C, / 2 _ - &-0.24' W'LY J `0.41' S'LY & Q THE PLAT OF TREASURE ISLAND, VOLUME 4 OF PLATS, PAGES 114 THROUGH N I f 0.37' E'LY 0 117, INCLUSIVE, RECORDS OF MASON COUNTY, WASHINGTON. I a el 4) 30 0 30 90 I I II FOUND LAUR17ZEN R/C 18 0.87' SLY & 3 FOUND LAUR17ZEN R/C Scale 1" = 30 ft 14.76' V LY 0.71' S'LY e & 1.31, W'LY �- 4 FOUND HOLMAN R/C @� 0.44' S & 0.23' W 31 32-- T 22 N - - 32 -- 32 33 C I ! , iy �. 6 5 T 21 N 5 5 4 0 :.SITE:." CENTER SEC. 5, T 21 N, R 1 W, J W.M. CALCULATED POSITION. AS Q PER LAURITZEN NOTES q ` ROS- AFN 600507 i i I 1. THIS SURVEY COMPLIES WITH ALL STANDARDS AND GUIDELINES OF THE SURVEY RECORDING ACT" CHAPTER LEGEND 6 G� 58.09 RCW AND 332-130-090 WAC. 5 05 �Q �� 2. THIS SURVEY WAS ACCOMPLISHED USING FIELD TRAVERSE FOUND MONUMENT AND RIK GPS PROCEDURES. J. A SPECTRA PRECISION FOCUS 35 TOTAL STATION O FOUND RE-BAR & CAP (HOLMAN) Q p � AND/OR GPS RECEIVER WERE USED FOR THIS SURVEY. @ FOUND IRON PIPE 4. THIS MAP IS NOT INTENDED TO SHOW ALL MATTERS RELATED TO • SET 5/8" RE-BAR & CAP o i THE PROPERTY, INCLUDING, BUT NOT LIMITED TO EASEMENTS. o , ❑ SET HUB & TACK 3 REFERENCES ® SET / FOUND MA NAIL & WASHER s 1. PLAT OF DETROIT NO.2: AFN 90027- VOL. 1, PG. 23 X X FENCE 2. ROS AFN 2073882- VOL. 43, PG. 222 GRA VEL 6 5 - - - 5 -- J. ROS AFN 1687846- VOL 24, PG 81 CONCRETE 7 8 8 4. ROS AFN 600507- VOL 19, PG 147 STRETCH ISLAND VICINITY MAP SCALE: 1 INCH = 1/4 MILE BASIS OF BEARING.• STATE PLANE COORDINATE SYSTEM, WASHINGTON,SOUTH ZONE USING SEC. Jam, T. 21 N., R. 1 W, W.M. SMARTNETNA AND LEICA GS-14 OR SPECTRA-PRECISION SP80 GPS RECEIVER. REV. 9-22-23: ADDED RESIDENCE ON ABUTTING PROPERTY AND BUILDING SETBACK LINE. DRAWING N0. 7748A DRAWN BY BEM DATE 2-16-2023 SURVEYOR`S CERTIFICA TE L B. J AUDITOR'S CERTIFICA TE FIELD WORK PERFORMED BY.•JDM /RJG /SCP sp AA (vim pF WAS THIS MAP CORRECTL Y REPRESENTS A SURVEY �. �� tSl A Portion of the � ��• _= ao•. � FILED FOR RECORD THIS DAY OF . 20 AT M, MADE BY ME OR UNDER MY DIRECTION /N �. CONFORMANCE WITH THE REQUIREMENTS OF THE UNDER AUDITOR'S FILE No. NW V4 of the NE V4, Land Surveying SURVEY RECORDING ACT AT THE .REQUEST OF �( a��OI IN VOLUME OF SURVEYS, PAGE �s 8 08 O ' ��� A T THE REQUEST OF 6,t pen Land 5vrveyfng LLG. RECORDING FEE Sec. S, T 21 N, R 1 W, W.M. at The Landing in Key Center LLC DAN/EL PLA TT sIo 28408 s P.O. Bog 124, Vaughn, WA 98394-0124 NAL LAB Mason County, Washington 15510 - 92nd Street NW, Gig Harbor, WA 98329 (253) 303-0270 FAX (253) 303-0273 /N JANUARY, 2023 DANIEL B. JOHNSON CERTIFICATE NO. 28408 COUNTY AUDITOR