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HomeMy WebLinkAboutNorth Mason High School - COM Plot / Site Plans - 6/13/2014 NW 1/4 OF SECTION 8 TOWNSHIP 22 NORTH RANGE 1 z J00 � EST W.M. J ' w CITY OF BELFAIR MASON COUNTY > o E O U p V O O 0 L.0 z i} 0LU V) ED NORTH MASON SCHOOL DISTRICT NORTH MASON H 0wh, U `¢ IGH C) CHOOL L J 1 SITE PRE ARA p T 10 N iLe'+ PREPARED FOR: ERICKSON • McGOVERN INDEX OF DRAWINGS: CO.0 CIVIL COVER SHEET C2.0 OVERALL GRADING, DRAINAGE AND EROSION CONTROL PLAN M r� +�� C0.1 BOUNDARY AND TOPOGRAPHIC SURVEY C2.1 GRADING, DRAINAGE, AND EROSION CONIROL PLAN CO.2 BOUNDARY AND TOPOGRAPHIC SURVEY C2.2 GRADING, DRAINAGE, AND EROSION CONTROL PLAN CO.3 BOUNDARY AND TOPOGRAPHIC SURVEY C2.3 GRADING, DRAINAGE, AND EROSION CONTROL PLAN CO.4 BOUNDARY AND TOPOGRAPHIC SURVEY C2.4 GRADING, DRAINAGE, AND EROSION CONTROL PLAN Erickson McGovern P.L.L.C. 101 E. 26th Street, Suite 300, Tacoma, WA 98421 tel: 253-531-0206 CO.10 TEST PIT LOCATIONS MAP C2.5 EROSIO;I CONTROL, GRADING, AND DRAINAGE NOTES fax: 253-531-9197 CO.11 TEST PIT AND BORING DESCRIPTION C2.6 GRADING, DRAINAGE, AND EROSION CONTROL DETAILS CONTACT: WAYN E LERCH, A. I.A. mail@EricksonMCGovern.com C1.1 DEMOLITION PLAN C2.7 SITE CROSS SECTIONS C1.2 DEMOLITION PLAN C2.8 SITE CROSS SECTIONS PREPARED BY: SITTSHILL C1.3 DEMOLITION PLAN C2.9 SITE CROSS SECTIONS s ` �` C1.4 DEMOLITION PLAN C2.10 SITE CROSS SECTIONS � C�����(`r � r ter,\ r� H���Q � l INC .ENGINEERS , vA �� GTE�'•.�� Date V / CIVIL STRUCTURAL SURVEYING � �r�? 4815 CENTER STREET. TACOMA, WA. 98409 (253) 474-9449 FAX (253) 474-0153 z O CONTACT: MARTY MERRIOTT, PROJECT MANAGER 0 Q ® ® 2 ® ® ® ® • ® ® 3 ® HORIZONTAL DATUM LEGAL DESCRIPTION LL 1-7� X Q ® d ® � ® ® ® ® QUARTER (SW '/) OF THE NORTHWEST QUARTER (NW %), w P ® P ® WASHINGTON STATE PLANE COORDINATE SYSTEM FL 1 (PARCEL NO. 12207 11 60010) SAID POINT BEING 95.00 FEET EASTERLY OF THE POINT / r ALL THAT PORTION OF THE NORTHEAST QUARTER (NE OF BEGINNING; SOUTH ZONE, NAD 83 2011 0 �) OF THE NORTHEAST QUARTER (NE Yi) OF SECTION 7, THENCE WESTERLY, ALONG THE SOUTH LINE OF SAID PER WSDOT CONTROL MONUMENTS GP23003-16 & 17 TOWNSHIP 22 NORTH, RANGE 1 WEST, W.M., NORTH 330 FEET OF THE SOUTHWEST QUARTER (SW ) W VERTICAL DATUM PARTICULARLY DESCRIBED AS FOLLOWS: OF THE NORTHWEST QUARTER (NW X), 95.00 FEET TO I-- �`® THE POINT OF BEGINNING. COMMENCING AT THE NORTHEAST CORNER OF SAID WSDOT VERTICAL DATUM (NAVD 88) SECTION 7; TOGETHER WITH ALL THAT PORTION OF THE SOUTHEAST t n� THENCE SOUTH O'42'55"WEST, ALONG THE EAST LINE QUARTER (SE ) OF THE NORTHEAST QUARTER (NE J BENCHMARK: BM 23003-2 THEREOF, 405.59 FEET TO THE P [__ OINT OF BEGINNING OF ELEVATION: 236.43 THE TRACT OF LAND /a) OF SECTION 7, TOWNSHIP 22 NORTH, RANGE 1 WEST, - F,{t s� ��; I ;13 ® W.M., PARTICULARLY DESCRIBED AS FOLLOWS: O} b I )I _ ( �I 1 HEREBY DESCRIBED, SAID POINT BEING ON THE ARC OF METHODS & EQUIPMENT A CURVE TO THE LEFT, THE RADIUS POINT OF WHICH 0 Q BEGINNING AT THE NORTHEAST CORNER OF SAID O �-• BEARS SOUTH 16'04'25"EAST 215.82 FEET SOUTHEAST QUARTER (SE %) OF THE NORTHEAST d I ® „-- . THENCE SOUTHWESTERLY, ALONG THE ARC OF SAID c� I .� o I I a O� 1. EQUIPMENT USED: TOPCON QS ROBOTIC TOTAL STATION QUARTER � QJj Q I d ® r \\,� J ,\ I ;' CURVE, 172.14 FEET TO A POINT ON THE NORTH LINE (NE /a), THENCE SOUTH, ALONG THE EAST LINE ® I I ;z �` �. , � PROJECT I ' f 2. THIS SURVEY WAS PERFORMED BY FIELD TRAVERSE WITH THE FINAL RESULTS OF THE SOUTH 800 FEET OF SAID NORTHEAST QUARTER v Z 1 THEREOF, 95.00 FEET; (NE /) OF THE NORTHEAST QUARTER (NE /), � -� w I � 1 SITE I� MEETING OR EXCEEDING THE CURRENT TRAVERSE STANDARDS CONTAINED IN THENCE NORTHWESTERLY TO A POINT ON THE NORTH�� I Q �,� � '. o l I I ��, 1 ti THENCE WEST, ALONG SAID NORTH LINE, TO THE U 1 I �.. W.A.C. 332-130-090. ALL MEASUREMENTS WERE MADE WITH A TOPCON QS _ �I , ® s I _ = n s SOUTHEASTERLY RIGHTOF-WAY LINE 01 STATE ROUTE 3; LINE OF SAID SOUTHEAST QUARTER (SE /a) OF THE o P / o ROBOTIC TOTAL STATION IN ACCORDANCE WITH THE EQUIPMENT L !u THENCE-SOUTHEASTERLY, ALONG SAID SOU Ir�E��:TERL'( NORTHEAST QUARTER (NE %) WHICH IS 95.00 FEET I MANUFACTURER'S SPECIFICATIONS. v Tn r+ES(CRLY OF iHE POINT 0= E?E �'I_r RIGHT—nF- N1.A, LIN�, TN1 SOUTH i NE OF SAID THE P0, Gl i Jitv�; _.. r, c THEFJCE EASIERLY, ALONG SAID NORTH LINE, 95.00 d 1 I ti , J ] E3 NORTHEA.,,T QUARTER (NE ) OF THE 'CITHEAST a I 1 �, ,� ;,, , �,� NOTES FEET TO THE POINT OF BEGINNING. — ,� �_ '� � � QUARTER (NE /); I— -•� O s THENCE EAST, ALONG SAID SOUTH LJt:J_, TO THE EAST LJJ L 0 d ® �� , ` 1 f U) 1. FIELD WORK PERFORMED IN SEPTEMBER AND OCTOBER, 2013. LINE OF SAID NORTHEAST QUARTER (P;E %) E LL] .° Up" If 1 M r 'I� NORTHEAST QUARTER (NE i/ ; PARCEL 4; (PARCEL NO. 12208 23 60000) PQ� I � w .. s >_, t, I `_ 2• THE REVISED CODE OF WASHINGTON (R.C.W.) 58.09 AND THENCE NORTH O'42'55"EAST, ALONG SAID EAST LINE, SOUTHWEST TER (SW OF U -! IN ACCORDANCE WITH ALL THAT PORTION OF SOU QUARTER 4J �� \\ ® (' U \ \\ \ \ U > _- THE WASHINGTON ADMINISTRATIVE CODE (W.A.C. 332-130, THIS SURVEY MAY TO THE POINT OF BEGINNING. W /a OF SECTION 8, THE NORTHWEST QUARTER (N ) U / TOWNSHIP 22 NORTH, RANGE 1 WEST, W M. (Y Q _ \r \ / DEPICT OCCUPATIONAL INDICATORS THAT DIFFER FROM THE DEEDED LOT LINES 415 / ' _, 'I ) THESE INDICATORS, IF AT ALL PRESENT, MAY REPRESENT A POTENTIAL FOR EXCEPTING THEREFROM THOSE PORTIONS THEREOF PARTICULARLY DESCRIBED AS FOLLOWS: w Q t, )\°;�,,:�; , t, . 1 - a CLAIMS OF UNWRITTEN TITLE. THIS SURVEY DOES NOT PURPORT TO RESOLVE CONVEYED TO MASON COUNTY, WASHINGTON, A cn ® ®I I II ' E" t? ° `' MUNICIPAL CORPORATION IN DEEDS RECORDED AUGUST COMMENCING AT A CONCRETE MONUMENT SET AT THE c� ti \? I f SUCH ITEMS. , Ny a I 21, 1962, AUDITOR'S FILE NO. 194791, RECORDED NORTHWEST CORNER OF SAID SOUTHWEST QUARTER (SW \ '` ;t r- / AUGUST 29, 1967, AUDITORS FILE NO. 228785, AND %) OF THE NORTHWEST QUARTER (NW %); THENCE U I-- d S�'i� , , I In �_ _ �,, 3. ALL EASEMENT INFORMATION SHOWN HEREON HAS BEEN TAKEN FROM MASON RECORDED FEBRUARY 7 1983, AUDITORS FILE NOS. SOUTH O'41'54"WEST 330 FEET J I COUNTY TITLE COMPANY REPORT DATED SEPTEMBER 9 2013 ORDER N -� _ ' '� t «•{� T 0 411786 AND 411787. THENCE SOUTH 88'1515"EAST, 305.72 FEET TO AN IRON — y< a� 118452. SITTS AND HILL ENGINEERS INC. HAS CONDUCTED NO INDEPENDENT 0 I PIPE AND THE POINT OF BEGINNING OF THE TRACT OF - ' � TITLE SEARCH NOR IS SITTS AND HILL ENGINEERS INC. AWARE OF ANY TITLE > O \ !\ LAND U z Z ISSUES AFFECTING THE SURVEYED PROPERTY OTHER THAN THOSE SHOWN ON PARCEL 2: (PARCEL N0. 12208 22 60!00) HEREBY DESCRIBED; . 1 THE MAP AND/OR DISCLOSED BY SAID TITLE COMPANY'S ORDER. SITTS AND LOTS 1 TO 8, LOTS 13 TO 20, AND LOTS 23 TO 28 THENCE CONTINUE SOUTH 88'15'15"EAST, 998.79 FEET; HILL ENGINEERS, INC. HAS RELIED WHOLLY ON SAID TITLE COMPANY'S REPORT ALL INCLUSIVE, BLOCK 1; THENCE SOUTH O'41'54"WEST, 757.18 FEET TO THE AND THEREFORE QUALIFIES THE MAPS ACCURACY AND COMPLETENESS TO LOTS 6 TO 15 AND LOTS 18 TO 56, Al INCLUSIVE, NORTHEAST CORNER OF A TRACT OF LAND CONVEYED _A THAT EXTENT.. BLOCK 2; TO TWANOH GRANGE NO. 1118 OF MASON COUNTY WASHINGTON IN DEED RECORDED UNDER AUDITOR'S FILE LOTS 1 TO 56 BOTH INCLUSIVE BLOCK 3 t \i I r fir, 4. UNDERGROUND UTILITY INFORMATION SHOWN HEREON AS SOLID UTILITY LINES LOTS 1 TO 56, BOTH INCLUSIVE, BLOCK 4; N0. 199237; THENCE NORTH 88'15'15"WEST, 200 FEET;Y�-Y LOTS 1 TO 56, ALL INCLUSIVE BLOCK 5; A• HA(SEE LEGEND IS BASED ON SURFACE EVIDENCE AND LOCATES PERFORMED BY L d ® � — i OTS 1 TO 56 ALL INCLUSIVE, 6; THENCE SOUTHERLY ALONG THE WEST LINE OF SAID aF w G P I tln � j`, ' �_ —_ _ �• �... .^�. �' J � MOUNTAIN VIEW LOCATING SERVICES LLC AND FIELD LOCATED BY SITTS AND , , BLOCK .�N - —- - - HILL ENGINEERS, INC. N SEPTEMB R 2013 DATA SHOWN HEREON FOR WATER TS 7 TO 22, BOTH INCLUSIVE, BLOCK 7; FEET, M `S _ _ _ ___ __ LOTS 1 TO 45 BOTH INCLUSIVE BLOC) NORTHERLY -L I E E RIGHT-OF-WAY Y LINE OF STATE ROUTE 302; G - - _ / IS FROM RECORD SOURCES ONLY. LOTS 1 TO 12 AND LOTS 14 TO 45, ALL INCLUSIVE, THENCE NORTH 88'1515"WEST, ALONG SAID NORTHERLY BLOCK 9; RIGHT-OF-WAY LINE, 513 FEET, MORE OR LESS, TO THE REFERENCE RECORD UTILITY DRAWINGS: LOTS 1 TO 45, BOTH INCLUSIVE BLOCK 10• EASTERLY RIGHT-OF-WAY LINE OF STATE ROUTE 3; THENCE NORTHWESTERLY ALONG SAID EASTERLY LOTS 1 TO 45, BOTH INCLUSIVE, BLOCi< 11; ��°� 30794 1. SITE WATER AND SANITARY SEWER SYSTEM, NORTH MASON LOTS 1 TO 45, BOTH INCLUSIVE, BLOCK 12; RIGHT-OF-WAY LINE, 830 FEET, MORE OR LESS, TO AN �SSIO E��1$ ® ® i\\ ~' a / SCHOOL DISTRICT NO. 403, NORTH MASON HIGH SCHOOL, ALL IN THE PLAT OF LAKEWOOD PLAT 'K", VOLUME 2 OF IRON PIPE; THENCE SOUTH 88'15'15'"EAST, 305.72 FEET; NAL 4 i._ -.. VE II3 ® ' �� THENCE NORTH O'41'S4"EAST, 376.16 FEET TO THE 04/24/14 P05 ppa MASINI SANFORD, GABRIELSE AND SCHOENFELDT, DATED PLATS, PAGE 35, RECORDS OF MASON COUNTY, 1 lj' MARCH 15, 1982, SHEET NO. SD 1. WASHINGTON. POINT OF BEGINNING. 2. SITE STORM DRAINAGE SYSTEM, NORTH MASON SCHOOL TOGETHER WITH ALL VACATED STREETS IN SAID PLAT EXCEPTING THEREFROM THAT PORTION OF SAID UPON THEIR VACATIONS BY OPERAIION OF LAW NORTHWEST DISTRICT NO 403, NORTH MASON HIGH SCHOOL, WHICH ATTACHED THERETO '�' SOUTHWEST QUARTER SW '/�) OF THE NORTHWE �� MASINI, SANFORD, GABRIELSE AND SCHOENFELDT, DATED QUARTER (NW '/,), LYING NORTHERLY OF THE Project: 2013-15 MARCH 15, 1982, SHEET N0. SD-2. NORTHERLY-RIGHT-OF-WAY LINE OF STATE ROUTE 3, EXCEPTING THEREFROM THAT PORTION THEREOF SOUTHERLY OF THE SOUTHERLY LINE OF A TRACT OF Drawn: JMW / ONVEYED TO MASON COUNTY, WASHINGTON, A LAND CONVEYED TO HOOD CANAL CHAPEL •� I-Ilf�, - 3. SEPT]SEPTIC/DRAINFIELD, STORM DRAINAGE, NORTH MASON SCHOOL MUNICIPAL CORPORATION, IN DEED RECORDED AUGUST CONSERVATIVE BAPTIST CHURCH IN DEED RECORDED PRE APP 09/18/13 DISTRICT N0. 403, NORTH MASON MIDDLE SCHOOL ADDITION, ' -' 29, 1967, AUDITORS FILE NO. 228785. OCTOBER 19, 1983, AUDITORS FILE NO. 420924 AND AS SD 1 1/26/13 3 FALTER, MASINI AIA ARCHITECTS, DATED JANUARY, 1982, SHOWN ON SURVEY RECORDED OCTOBER 9, 1995, IN /�TPTE ROUTE SHEET NO. SD-1. VOLUME 20 OF SURVEYS, PAGE 127, AUDITOR'S FILE NO. DID 02/12/14 PARCEL 3: (PARCEL NO. 12208 23 6+ 010) 615233, AND WESTERLY OF A LINE PARTICULARLY PERMIT 04/28/14 4. SEPTIC AS-BUILT FOR NORTH MASON SCHOOL DISTRICT BOYS ALL THAT PORTION OF THE NORTH 3:�0 FEET OF THE DESCRIBED AS FOLLOWS: / AND GIRLS CLUB, DATED FEBRUARY 1, 2000. SOUTHWEST QUARTER (SW '/a) OF THE NORTHWEST QUARTER BEGINNING AT THE SOUTHEAST CORNER OF A TRACT OF / 5. MASON COUNTY DEPARTMENT OF HEALTH SERVICES APPROVED (NW %) OF SECTION 8, TOWNSHIP 2`� 'NORTH, RANGE 1 LAND CONVEYED TO HOOD CANAL CHAPEL SEPTIC PLOT PLAN FOR NORTH MASON SCHOOL DISTRICT, WEST, W.M. LYING EASTERLY OF THF_ EASTERLY CONSERVATIVE BAPTIST CHURCH IN DEED RECORDED -� APPROVED MAY 24, 1999. RIGHT-OF-WAY LINE OF STATE ROU�IE 3. OCTOBER 19, 1983, AUDITORS FILE NO. 420924 AND AS SHOWN ON SURVEY RECORDED OCTOBER 9, 1995, IN 6. MASON COUNTY DEPARTMENT OF HEAL X EIPPJ�REP EXCEPTING THEREFROM THAT PORTION THEREOF VOLUME 20 OF SURVEYS, PAGE 127, AUDITORS FILE NO. FINAL INSPECTION OF SEWAGE DISPOSAL SYSTEM FOR NORTH PARTICULARLY DESCRIBED AS FOLLOWS: 615233; MASON MIDDLE SCHOOL, APPROVED AUGUSARA E962.2011{ THENCE SOUTH 23'05'14"WEST, 87.51 FEET; Sheet: ® BEGINNING AT THE SOUTHWEST COR1J`R OF SAID NORTH THENCE SOUTH 00'41'54"WEST, 31.00 FEET; 426 W. CEDAR ST. 330 FEET OF THE SOUTHWEST QUARTER (SW %) OF THE THENCE SOUTH 24'04'05"EAST, 79.57 FEET; ® NORTHWEST QUARTER NW '/ , THENCE SOUTH 00'41'54"WEST TO THE NORTHERLY ( ) RIGHT-OF-WAY LINE OF STATE ROUTE 3 AND THE L A N S THENCE NORTH O'41'54'EAST, ALONG IiE (WEST LINE OF TERMINUS OF THE HEREIN DESCRIBED LINE. C060 NORTH SAID SOUTHWEST QUARTER (SW %) CF TIIE NORTHWEST OVERALL SITE PLAN QUARTER (NW ''/a), 95.00 FEET; SAID LAND BEING ALSO KNOWN AND DESCRIBED AS THE THENCE SOUTHEASTERLY TO A POINT ON THE SOUTH RESULTING PARCEL 1 OF BOUNDARY LINE ADJUSTMENT SCALE:1"=200' LINE OF SAID NORTH 330 FEET OF THE SOUTHWEST NO. 11-03, RECORDED MARCH 4, 2011, AUDITORS FILE N0. 1971079. f : , '\ - ..,:• � �\ - . --��,.�', C PNS`t''2UCTIC7 C444l-tLlK!c. . \ - \ � .. -pr�v�!D E �,/tr�S d��•RE�a`'=U .�3� 'CDNT�,�7U� • ' � j j 1.' 1 ��''�� .. � \ � - � -- • .. � �. . - \. . 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APPROVED : • ` � � � Ile DCD PLAN . , E \ '� SITE SOPUN REQUIRED T0: � •� 8E ON,SITE �CHAN E • ' CT TO APPR BY Date • �� f �.