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HomeMy WebLinkAboutBLD2025-0674 - BLD CD Environmental Health Review - 3/27/2026 SW 1/4, SECTION 23,TOWNSHIP 22 N., RANGE 3 E.,W.M. 3aq _ - .,� ^ 5 GALLINATTI RESIDENCE CIVIL PLAN BELF 1 1033 NE N. SHORE RD, BELFAIR, WA SR 30 w of Z� SCALE:1"=ZO' Z Q D 20 40 w W 3 0� Two m w - \ TTT m N. / =\ // / N. Ec•5 0� �w�vc TAX PARCEL \ / 32224-50-00030 / \ / p9 cAN W m /\ \ / / \ / N.= N. N. /\ \/ / \ ``\ LOCATION N. / SEPTICT /ANK / N. `� / Z N. / `\ EH Setbacks /� \ /N.. % A.) Dr lar nfiield/Reserve requires 10'setback from footing/foundations \ N. N. / / B.)Septic talrfrom tk(s)requires 5'setback all footing/foundations / e APPROXIMATE LOCATION OF \ / '\� C.)No foundatiortfPerimeter Drains within 30ft,downgradient of VICINITY MAP \.moo/ \f 2" PUMP LINE FROM GRINDER / . Drainfield/Reserve a?ea, NTS 2/9/2026 • . PUMP TO SEPTIC TANK \ / / �\ D.)No Cut Bank(s)(greater than 5ft and over 45 degrees)within \\ �/ /CONC. 50ft,down gradient of Drainfteld/Reserve area / / � \ a� / / / DRIVEWAY \, E.)Use approved mitigation from section C1-9 of the department of LEGEND PROJECT INFO / \ ecology's"Criteria For Sewage Works Design,"when sewer al e/Q'•t / // / \ n.. / �• ECOLOGY OWNER: ❑ %/ [q / DRIVEWAY .A/ u h^ •�',' / `\ trans ort lines are within 10ft of waters I lines. E]STING PROPOSED __ q%e N ALEXINGTON ST DEBORAH J SUBJECTPROPERTY LINE — TACOMA,WA 96407 ` � / � ADJACENT LOT L NE �, / / IE 12 CMP S .&9, ;v.-..,- WOOD FRAME LEGAL DESCRIPTION �' `\ WETLAND BUFF ER LINE ZO 3 0 // / �, SEGMENTAL- o EH APPROVED EASEMENT LINE -------- -------- o ///// y {\ $'i-: BLOCK WALL ro b PILINGS `'\ RIGHT-OF-WAY LINE — — — — PER STATUTORY WARRANT!DEED RECORDED UNDER 5 Xg ///`7' `/ ,�,� \ —— AUDITOR'S FILE NUMBER 1865296,RECORDS OF MASON`� EX SS TO BE CAPPED AT !\ y.G 'x � 's_; ' `\ CONC. STAIRS CENTER LINE —— — COUNTY,WASHINGTON)JUNCTURE WITH NEW./ \ N. Rhonda Thompson 03/27/2026 CONTOUR,MAIOR — —160—— —160— THE SOUTHEASTERLY 300 FEET OF THE \ CONTOUR.MINOR •758 —158— SOUTHWESTERLY 8.45 FEET OF LOT FORTY SEVEN 1471. , s mac \ THE SOUTHEASTERLY 30D FEET OF LOTS FORTY EIGHT `�\ \ / / ..vj 4 -; H PILE WALL `\ DECIDUOCONIFEROUS TREES {.� a FEET OF THE NORTHWESTERLY 10 FEET OF LOT FIFTY / `\ ti 13 (48)AND FORTY NINE(49)AND THE SOUTHEASTERLY 300 ,, `�/IE 12 CMP = 55.49 . E N SS F" -\ A- �./ si/ ..J, ,ter ,; �v STREET SIGN (50),ALLAS MEASURED FROM THE BASE LINE HAVINGA LU / h / TAX PARCEL N. POWER UNE —UCP— —m;P— BEARING OF SOUTH 34.1900"WEST,AS SHOWN ON THE U g \ \. \ / /R o �` `¼. N' / ``\ N. 32224-50-00031 / OVERHEAD POWER LINE oHF -o-'------ PLAT,ALL IN CADV'S SUNRISE BEACH,VOLUME 4,PAGE B, ' \ dd POWER POLE RECORDS OF MASON COUNTY,WASHINGTON. 1, / �/f ,\ rs '0 I r x / //`\ _° ' EXCEPT RIGHT OF WAY FOR NORTH SHORE ROAD, IT.) / PROPOSED SFR/\/ \ POWER VAULT COUNTY ROAD NO.70391. \ / \ `\ //' i na / �' GUY WIRE F / `�\ `'`. REGRADED PATH o 50•d 'C' .} y / ❑v l7P TOGETHER WITH ALL THE TIDELANDS OF THE � N. / �.`` \/`Z+� mC ,� -� ji / �\ N. "� // STREETLIGHT )n�`'p ,�(-0P SECOND-CLASS,AS DEFINED BY CHAPTER 255 OFTHE / LANDING AND STAIRS / d/ / / `\ ``\ , / \ NATURAL GAS LINE G G SESSION LAWS OF 1927,FORMERLY OWNED BY THE LU N. / TO MAIN FLOOR_ENTRANCE OF HOME ,4 / TBM-A \ STATE OF WASHINGTON,SITUATE IN FRONT OR \ 2 - '00• / \ 16.68 `\ TELEPHONE LINE T T �' / N. / �v. y / � / TELEPHONE MANHOLE LT OT ABUTTING UPON THEABOVE DESCRIBED UPLAND N. 1 / N. N. TELEPHONE PEDESTAL oT OT LIV / / ti� f` 1 BASIS OF BEARING 1� \I / N. _ / CABLE LINE CTV— CTY— I, � / EDGE OF WATER CABLE PEDESTAL oTV oTV THE BASE LINE SHOWN ON THE PLAT OF CADY'S N. N. // ```/` •`+ • / \ I SLAV. — 1 STORM MAIN DNE 3 SD— ) sD— SUNRISE BEACH RECORDED IN VOLUME 4,PAGE 8 -�• (MARCH 77, 2015 / " I�- / AT 11:16 A.M., FOOTING DRAIN USE Fo FD BEARS NORTH 34.19'WE5T 177e.0e'(BA5E LINE IS `\, / 4_ / S` c`. / �{ SEE NOTE #2) / ROOFDRAIN DNE ) e0- ) fio- COMMON LOTS 39 THROUGH LOT 64) / \ CATCH BASIN © 13 Q O ///� `�o• Y Iy / j� I TYPEICATCHBASIN oo ®e VERTICAL DATUM (� V / _ w "�" ESTIMATED dHJNM / DOW SPOU DDS OS MEAN SEALEVELAT UNION STATION ON HOODS / ` / `\ // ( N. DOWNSPOUT 1 / ` �/ - yf/ I WATER MAIN LINE UI W CANALATER LETICALASURED MARCH OO215A \ C� _ / I /' WATER METER awn TIDE WATER LEVEL MEASURED MARCH 11,2015 AT ( / / 0 ��. INSTALL WHOLE HOUSE $ N. 11:1 SAM.NLO POINT 111116 ELEVATION=7.90' `'\ / GRINDER PUMP E/ONE IH091 IN .10N. )// / `\ BLOW OFF VALVE FIRE HYDRANT 88 80 (TIDAL WATER LEVEL) \ / _7r' CRAWL SPACE BELOW GRADE `'O p /rAX PARCEL `` GATE VALVE PARCEL NUMBER `\/ ( TO ALLOW GRAVITY FLOW OF-- \ 111 \ a 3?//L24-50-00032 ,E SEWER MANHOLE \� \�(, \ / ECOLOGY}- BASEMENT TO UNIT.PROVIDE) 7 / N. a CLEANOUT ocu 4) 3222450.00032 BLOCK WALI MECH DOOR FOR MAINTENANCE / PROPOSED LOT COVERAGE ``\ / \ C ,� / SEWER MAIN LINE ss ss \ / /� ���_\3 / RESIDENCE FOOTPRINT: 1,125SF CONCRETE DO. "' '' �'0�>. EX LOT COVERAGE / \ �` / \ \ / �°0o• BOAT �� /' RES.ROOFAREA 1,1255E ASPHALT PAVEMENT LOT SIZE: 12,1978E ` \ SHED ``\",, / WOOD DECK EPER PERVIOUS AREA 1 25SF POROUSASPHALT / \ / / O EX REST REOOF AREA PRINT. O SF / N. � LANDSCAPING 0 `` / OR 9.2/ GRAVEL O EX GARAGE FOOTPRINT/ROOF: OSF / \ / / ` N. TOTAL COVERAGE: OSF / / N. TAX CEL N. OR 0% N. / \` / \ 3222o0-00033 "N., \C/ � W o < / CONTRACTOR AS-BUILT: TOPOGRAPHIC NOTE: o N Y z // N. // \ ` �� /N. / \ / THE CONTRACTOR SHALLMAINTAIN ONE SET OF THE CONTRACT THE EXISTING TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS m= Qom `\ / / '` N. DRAWINGS THAT SHALL INCLUDE,CLEARLYAND LEGIBLY MARKED. BEEN PREPARED,IN PART,BASED UPON INFORMATION FURNISHED BY D'L 12 m = N./ ANY ALTERATIONS OR LOCATIONS OF UNDERGROUND UTILITIES OTHERS.WHILE THIS INFORMATION J IS BELIEVED TO BE RELIABLE,THE -Z ` / N. ENCOUNTERED DURING PROGRESS OF THIS PROJECT.ANDANY LAND DEVELOPER'S,INC.CANNOT ENSURE ITSACCURACYAND THUS IS zw Q LU / \ MADE / N. ALTERATIONS TO THE FACIUTIES BEING INSTALLED.SAID NOT RESPONSIBLE FOR THEACCURACY OF THAT INFORMATION OR FOR U W Z Z— F Z / ,,,/ DRAWINGS SHALL BEMARKED"AS-BUILT'AND SHALL BE SUBMITTED ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED ro LL W 1 Z o \` / �\ 7 TO THE PROJECT ENGINEER UPON COMPLETION OF THE PROJECT, INTO THESE DRAWINGS ASA RESULT, W Q o W TIQ ro U / /Y '\ /� D-U 0 m 012 v h / i \ \ CONSTRUCTION STAKING: NOTE: DRAWN BY: S,G • / / THIS PROJECT MUST BE STAKED PRIOR TO CONSTRUCTION BY THE THE CONTRACTOR SHALL BE FULLY $ DESIGN ENGINEER OR BY A LICENSED LAND SURVEYOR. RESPONSIBLE FOR THE LOCATION DATE: 12/1225 AND PROTECTION OFALL EXISTING UTIUTIES,THE CONTRACTOR SHALL AGENCY NO: THIS DRAWING DOES NOT REPRESENT A RECORD DOCUMENT VERIFY ALL UTILITY LOCATIONS PRIOR UNLESS CERTIFIED BY THE LAND DEVELOPER'S INC. TO CONSTRUCTION BY CALLINGTHE UNDERGROUND LOCATE LINE AT SHEET.CS1 OF 7 ANY ALTERATIONS TO THE DESIGN SHOWN HERON MUST BE 800-824-5555A MINIMUM OF 48 HOURS REVIEWED AND APPROVED BY THE LAND DEVELOPER'S,INC PRIOR TO ANY EXCAVATION A..Ybdomymf JOB NO: 24-074