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HomeMy WebLinkAboutGRD2020-00006 Mass Grading Olympic Sunset View Apartments - COM Plot / Site Plans - 7/8/2020 OLYMPIC U S COVER SHEET" - o A PORTION OF THE E 1/2 OF THE NW 1/4 OF SECTION 28, TOWNSHIP 23 NORTH, RAND 01 WEST, W.M. . . . . . . . . . . . . . . . . . MASON COUNTY, WASHINGTON Q PROJECTx. w / ii p ii i o SiEVEN CHEUNG INC I TPN 12328-22-8-ZZ-03010 OVER70N AND - -- — TPN 12328 ASSOCIATES 000 300 — S88'29'50'E 474.63' 98.06' 107.3S(R1) 376.5r 367.32(D,R2) / �. GRAPHIC SCALE a Q 100 0 50 100 200 x IN FEET } �, 1 inch = 100ft S60'52'460E �w'QeI, / 20.00'(R1) / / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . BASIS OF eEARIIVGs _ �o; N n o S88 35'04"E ALONG THE NORTH LINE OF THE SOUTHWEST QUARTER OF C I I / SECTION 28, TOWNSHIP 23 NORTH, RANGE 1 WEST, W.M. rn co %WATER / En It °' ' •�' / �HORMONTAL DATUM ! M o N L v ^ / WASHINGTON STATE PLANE COORDINATE SYSTEM, SOUTH ZONE (NAD GJ.� 6 r x 8312011) BASED ON RTK GPS MEASUREMENTS CONSTRAINED TO THE c°n mu- I / / WASHINGTON STATE REFERENCE NETWORK. VON" MAP n o �r a� r SCALE: 1' = 1/4 MILE N E f wrr V d' VERTICAL DATUMCD NAVD 88 BASED ON RTK CPS MEASUREMENTS CONSTRAINED TO THE L / WASHINGTON STATE REFERENCE NETWORK AND GEOID 2012A MODEL. i t4tn MR=Eff 10 mw ff MYI ORADINC OUAKTITIES ' to CUT - 197,536 t C.Y. C14i FILL - 214,537 t C.Y. S70'2219'E / PROPERTY DESCRI�N NET — 17,001 t C Y. (FILL) / TOM 8 TPNRIE LLC PER MASON COUNTY TITLE COMPANY ATTORNEYS TITLE OF KITSAP ALTA 12328-50-aoo03 N / 25.Oo'(D,R2) / ( COMMITMENT FOR TITLE INSURANCE COMMITMENT NO. 2019562Q ''DATED 000000 FOUND MONUMENT AS NOTED NOTES: BOUNDARY ADJUST LIE a' / SEPTEMBER 9, 2019.) NO. 00-35 , g / / 1. QUANTITIES CALCULATED FROM EXISTING GRADE TO FOUND IRON PIPE AS NOTED CS I AM171Qi RESULTANT PARCEL 660 FINISHED STRIPPING OR SOIL SUITABW Z TY NOT z M / / LOT THREE (3), BELFAIR STATION, VOLUME 10 OF PLATS, PAGES 143, 144 O SANITARY SEWER MANHOLE ACCOUNTED FOR. Q ! ` AND 145, RECORDS OF MASON COUNTY, WASHINGTOR Q STORM MANHOLE V / g / AND ❑ STORM CATCH BASIN cc- ALL Z O STORM CLEANOUT 0 THAT PORTION OF THE SOUTHEAST QUARTER (SE 1/4) OF THE � �� / NORTHWEST QUARTER (NW 1/4) OF SECTION TWENTYEIGHT (28), TOWNSHIP PROJECT DESMPT N < STORM CULVERT z / TWENTYTHREE (23) NORTH, RANGE ONE (1) WEST, W.M., PARTICULARLY MASS GRADING AND EROSION CONTROL. ® WATER METER Q W DESCRIBED AS FOLLOWS: m WATER VALVE z BEGINNING AT THE NORTHEAST CORNER OF THE PLAT OF BELFAIR STATION, SOILS 10 IRRIGATION CONTROL VALVE / VOLUME 10 OF PLATS, PAGES 143, 144 AND 145, RECORDS OF MASON PER GEOTECHNICAL REPORT BY THE RILEY GROUP, INC. O COUNTY, WASHINGTON, ALSO BEING THE NORTHWEST CORNER OF SAID DATED JUNE 2020. ONSITE SOILS CONSIST OF VASHON POST INDICATOR VALVE WESTBAY BELFAIR LLC \ / SOUTHEASTO QUARTER (SE 1/4) OF THE NORTHWEST QUARTER (NW 1/4); GLACIAL TILL AND VASHON ADVANCE OUTWASH. FIRE HYDRANT W W TPN 12328-50-00003 j / / THENCE SOUTH 89ti7'01" EAST ALONG THE PROLONGATION EASTERLY OF o £ FIRE HYDRANT I N2910��E / / THE NORTH LINE OF SAID PLAT OF BELFAIR STATION, BEING ALSO THE CRITICAL W ' ' 1 f d S60152 4eE / I / NORTH LINE OF SAID SOUTHEAST QUARTER (SE 1/4) OF THE NORTHWEST AREAS � JUNCTION BOX W 30.00'(Rt) 11.10'(R1) • WETLANDS LISTED UNDER THE NATIONAL / // / QUARTER (NW 1/4), 367.32 FEET, TO THE WESTERLY MARGIN OF A PRIVATE WETLANDS INVENTORY ARE LOCATED TO THE © POWER VAULT Q Q A'`/ I ROAD; THENCE, ALONG SAID WESTERLY MARGIN, SOUTH 1900'30" WEST, SOUTH OF THE PROJECT. CL �LI 25�Tp .00 FEET AND SOUTH 1910030 PER THE GEOTECHNICAL REPORT, PORTIONS OF TELEPHONE RISER Q N2910h,CE rr9 s3-w (R1) ,/ R=190. O'(D,R2) / 783.10 FEET, AND SOUTH 70 59'30' EAST, N L=116. 0'(D,R2) WEST, 426.20 FEET, TO THE BEGINNING OF A CURVE CONCAVE THE SITE MEET THE CRITERIA FOR EROSION O BOLLARD O `v I 50.00'(R1) N� �'%> L-9.0, ' / N54'4156 Eh V06' // NORTHWESTERLY, AND HAVING A RADIUS OF 190.00 FEET; THENCE CONTROL HAZARD AREAS AND STEEP SLOPES. R/ 87'N5e'53' " SOUTHWESTERLY, CONTINUING ALONG SAID WESTERLY MARGIN, AND ALONG NO OTHER CRITICAL AREAS ARE KNOW TO EXIST I �60.78' /� THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 35104'12' FOR A ON SITE. SIGN S / rUj I 50.50(D,R2) i BOUNDARY LINE 'use. pQ ARC DISTANCE OF 116.30 FEET, THENCE CONTINUING ALONG SAID WESTERL �2 Y ? •s�'�� VAS//� i MARGIN, SOUTH 54'04'42" WEST, 50.50 FEET, TO THE EASTERLY LINE OF UTII�TIES NOTE -----!i T ADJACENT PARCEL LINE U MC00NALD'S '<' `• \ , OVERTON AND ASSOCIATES e` TPN 12328-2+-0000 SAID PLAT OF BELFAIR STATION, REAL ESTATE CO. BEING ALSO THE .WESTERLY LINE OF SAID BURIED UTILITIES ARE SHOWN AS INDICATED ON RECORD RIGHT OF WAY LINE c 12328-2."-90002 \ / SOUTHEAST QUARTER (SE 1/4) OF THE NORTHWEST QUARTER (NW 1/4); MAPS FURNISHED BY OTHERS AND VERIFIED WHERE Za: LOT a (R1) THENCE NORTH 004926" EAST ALONG SAID EASTERLY LINE, 995.23 FEET TO POSSIBLE BY FEATURES LOCATED IN THE FIELD. APEX - MONUMENT ROAD CENTERLINE _ O SHORT PLAT N0. l5.00' // BOUNDARY LINE ADJUSTMENT � / 2487 i _ — / AM 1714660 THE POINT OF BEGINNING. ENGINEERING ASSUMED NO LIABILITY FOR THE ACCURACY — — SECTION LINE Co m AM ss56= 2.2r R1) l " RESULTANTPARCEL 1 OF THOSE RECORDS, OR FOR THE FINAL LOCATION OF — QUARTER SECTION LINE \ �92roi'oT R=45.00' r,,� SAID LAND BEING ALSO KNOWN AND DESCRIBED AS THE RESULTING PARCEL EXISTING UTILITIES IN AREAS CRITICAL TO THE DESIGN. \\ L=70.69' �Gs�,�il1 2 OF BOUNDARY LINE ADJUSTMENT NO. 00-35, RECORDED JULY 17, 2000, - EASEMENT LINE Q \ 1 1 /�90'0000 2' -------- \ (R1) —— ^ AUDITOR'S FILE N0. 1714660. 01W�Y ----; ---� DITCH L=69 AND 80' 3 TOGETHER WITH A PERPETUAL, NON-EXCLUSIVE EASMENT FOR INGRESS, CHAIN LINK FENCE LOT A EGRESS AND UTILITIES, 60 FEETR IN WIDTH AS DESCRIBED IN INSTRUMENT TOP OF BANK O I S+�AM 59 s�s2487 ^ , ; TPN 1122328 s 00 02 A=24'23'O9' RECORDED OCTOBER 26 1994 AUDITOR'S FILE N . 97 TOPOGRAPHIC AND BOUNDARY —TOP Faka s ry LE 0 5 638. INFORMA71ON HAS BEEN COMPILED FROM `�' ^ BELFAIR STATION TOM ac LAURIE LLC 10 TEE TOE OF SLOPE W/BRASS Oise AND RM / LOT 2 h TPN FIELD WORK PERFORMED BY APEX K2328 BANK ► AFN s222s3 ,z32e so-o°oD3 TOGETHER WITH ANON-EXLCUSIVE EASEMENT FOR VEHICULAR AND ENGINEERING LLC. - MINOR CONTOUR LLI Z "��o->2-se TPN 12328-23-9oao' PEDESTRIAN INGRESS AND EGRESS AND THE INSTALLATION MAINTENANCE J W 588�5'04'E 1056.04' 1o51.3s'(R1)� (R1) 2� AND REPAIR OF UNDERGROUND UTILITIES, AS DESCRIBED IN INSTRUMENTS — — MAJOR CONTOUR — L=76.58' 35'o4"E 271.13' 277.25'(R1} �1 1 RECORDED AUGUST 4, 2000, AUDITOR'S FILE NOS. 1715769 AND 1715770. SfE INFORMATION —ss—ss— BURIED SANITARY SEWER LINE 1- J \\\ N04A=19.56'3r / / l PARCEL NUMBER: 123285000003 U (1 \� F -17.63'(Ri) / / SITE ADDRESS. 81 NE RIDGE POINT BLVD. —SD—SD— BURIED STORM LINE R1 / / BELFAIR, WA. 98528 H DATE SEALED 6L0 2d 2 R=2 a20.OV \\ /`, / SHEET INDEX PARCEL AREA: 14.87f ACRES ASPHALT SURFACE L=86.18' " SHE # DESCRIPTION WATER: BELFAIR WATER DISTRICT ANN S �222s39 POWER: MASON COUNTY PUBLIC ;. q v.4 / CONCRETE SURFACE k, F WAS !� / \ N313T15'E /''��` / 1 COVER SHEET UTILITY DISTRICT 3 y�ygc \ / :y"� KATHY EDWARD PROPERTY OWNER: HARBOR CUSTOM DEVELOPMENT INC. \ 21.09(Ri) 328-3COKELET / 2 MASS GRADING AND TESC PLAN ' GRAVEL SURFACE � o \ / TPN 12328-32-90090 / 11505 BURNHAM DR., SUITE 301 z HOLDEN REVOCABLE / co 3 I \\ TPN 72�i2U832oom0 / \\ // r9' \ X 7PN CENTER - LLC / "THY i 26ARRDt-DOOSOET 3 MASS GRADING SECTIONS GIG HARBOR, WA 98332 Z I / \\ \\ / 7PN 12328-50-000OS / KATHY Qc EDWARD COKELET \ CAC 515 PRESERVATION �• BELFAIR STATION / TPN 12328-32-90020 4 MASS GRADING SECTIONS O 47015 / PORTFOLIO ASSOC. LLLP / AFN 822253 �'GIST VQ \ TPN 123283290070 / \ / 5 MASS GRADING SECTIONS & TESC DETAILS S/ONAL 6 TESC NOTES AND DETAILS / \ KATHY EDWARD COKELET p�� ��MANAGER/ TPN 12328-32-90080 PROJEC r ICY A SAVAGE DELI CIS! DRAWN MOB CHECKED KAS a SM 28 T 23 N R OI W 3 FLE No 26571.01 DATE - 6/9/2020 SCALE AS SHIOWN 0 Know what's below. 0 Call before you dig. SHEET 1 OF s n �,I:iP�V RE No 265AO1 D20 6- C'LI v& ©APEX ENGINEERING LLC 2020