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Home My WebLink AboutPAR2001-00058 - PAR Application - 8/17/2001 2 OD Case Number: PAR aCOI--0005!F9' ASON COUNTY .bA, 2rt1zu ,-- PRE-SUBMISSION CONFERENCE REQUEST FORM The purpose of the pre-submission application is to identify and/or eliminate as many potential problems as possible in order for the project to be processes without delay. Representatives from the Building Department, Fire Marshal's office, Environmental Health,Planning and Public Works Departments may attend the meeting to discuss rules and regulations applicable to the proposed project. Topics covered during the meeting will include the comprehensive plan, shoreline program,zoning,availability of sewer and potable water,development concepts,building construction,fire protection,and life safety of the proposed project. Your pre-submission conference will be informative when you provide accurate and detailed information on the Pre-Submission Conference Application Form and the site plan. Pre-submission conferences are held every Wednesday and last approximately one-hour.To schedule a conference complete the application on both sides and return seven(7)copies of the site plan to the Mason County Department of Community Development,attn: Pre-Submission Conference Coordinator.P.O. Box 186, Shelton,WA 98584. Fax request forms to(360)427- 7798. If you have questions call(360)427-9670 ext. 281. Date: CIES_ / 7--0 Site Plan Applicant: 1l.• l� lt Submit 7 copies Name: M tO/J �� RISES �L.I�1►1(Ll ! '� ES Address: S S. 1 / JvV II 9s� Include the following Daytime Telephone:�'�S 85Z Z"1Z'1 information on the site plan: ✓ Property lines, easements, and right-of- Representative: ways. Name: ✓ The location of all existing and proposed Mailing Address:?-7-7?-7-7A�WA /CO=R0. G49h US FL LA� Z structures. Include square footage of Daytime Telephone: _IDO Zf�0 existing and proposed structures. ✓ Setback distance, in feet, from all property coo Parcel Number: (12 digits) lines and buildings. I a 3 3 a -�0- �a ✓ Existing and proposed road access to and from the site. Description of Project: Include square footage of structure, use of buildings (I.e. office, ✓ Parking sites warehouse, restaurant, storage, etc.), occupancy classification per ,/ Location of on-site sewage tanks and U.B.C. table 3-A, and construction type. Provide one set of drainfrelds. plans, if available. Use a separate sheet if necessary. Location of drinking water supply. Include location on the proposed site and surrounding parcels. 4,ull S 00.Q ZZAZ ✓ Steep bluffs,wetlands, streams, and bodies of water. ,� ✓ Location of fire hydrants and emergency vehicle access roads, including grade. ✓ Surface and storm water run-off routes. Continued on reverse side Has this project been discussed during a previous Pre-Submission Conference? If yes, please indicate date V65 Will the building have employees? If yes,how many? What is the water availability of the proposed project?If there is an existing well, what is the name of the system? 3Ec�.Ai� Gc,l9oT�.e What is planned for an on-site sewage system? If you are proposing a new on-site system provide detail on the required site plan. ADDITIONAL COMMENTS: APPLICABLE BUILDING CODES: 1997 Uniform Building Code-WAC 51-40 1997 Uniform Mechanical Code-WAC 51-42 1997 Uniform Plumbing Code-WAC 51-46/5147 1994 Non-Residential Energy CodeNentilation and Indoor Air Quality Code Mason County Ordinance Date and Time Conference Scheduled: S a 9 d tt� a'•OC� Location: P1Q,n01"Kc On • di �aNnt,/ : (flf i NON RESIDENTIAL DEVELOPMENT INITIAL REVIEW QUESTIONNAIRE In accordance with Washington State's Growth Management Act, the Mason County Comprehensive Plan regulates the placement, expansion or modification of commercial, industrial and public facilities to certain areas of the county. In the interest of saving you time and money the Department of Community Development requires this initial review check list to be completed and reviewed by this department prior to the submission of any building permits. Applicant Name Phone # ( ) Mailing Address Site Address Directions to Site Septic or Sewer Water Supply Tax Parcel # - - Legal Description Type of Development Applicant's Signature OFFICIAL USE IUGA Approved By E)deting Commercial Date wrcc cum it3ysJ� ,• � � � i W�y515 aodmrW n-LL 17Hi at s!�'11 �lS.t3' 1---———— S!rI?H1M5 smusr Gbd 1»ITJ nOb�({ d` _ SSYxriL du0/vl �� kvt�0 a' � � I _= -� •� i T1o�LWNtw� '�1'10� '�nrJRdy4 0-A.Y i 1 5CtO1Ss�tQ W 1 tT� ;s sz-: fillM vgr h yr cn rn 0� y Y- g�ifl/N . dar+y�tKla N i W/CAP Li 11355 3 4 E SECTION 32, T 23 N, R 1 W W.M. _ . s FND. IRON BAR E 88•�4'Ss•E .z,o.oD f§ s 1 W/CAP LS 11355 J ';60 , a - r %4) CENTERLINE 5CN r' s S C r CREEK 35 NPH UMl E t l l ✓ . .+.. /;; FCC / 00 Go 1V•Un.(/ FND. ..� - y �y� .� s'• p Z�01 CONC 1 .-- ._. ''F• m1� = xQ 01 ME CORNER OF' \ $R ' - '"1 n" � $c, y� `>r }r .- *,•. _ O Do Cr OF PROPERTY uNE� Sty V b y' 4 (t'�-i•�F(y,•`LY / 7 m E 2is 1 air a- C R E K 56'-0* x 42'-0" - � I � �o � All SEA$(Ml�'T/t�• �_� �'� .�� ,�Yr.��_Yf. / ° n SE CORNER OF-/ r OF PROPERTY UNE 01 ie 38.01 CI-C2 SUMP: 36.01 �(/ # a s (.•J- I I \\\\\ '� TRANSVERSE +� / 66 �* � Q I INFILTRATION \\\\\ TIMBER wo. .� O POND \\ \\ eA GT-G2 00�; + m GRAPHIC SCALE TRANSVERSE TIMBER,TYP. \ \ \\ PtP2&`�' /O ;f �."e` y — 4 LOCATIONS,SEE BIOSWALE DETAIL\ \\ 1 CB Cl 1t200'1,' RIM. \J f i QP� F IE: 37.72 EX. �- � � S � � � � { � I MI FSIsT) �iJ \ SUMP: 35.7y� $-�c.�c .O+��01 ## a } 1 Itch 20 EL 6,46 ww BIOSWALE 2S'.'.' 8'WIDE 160'LONG. N yyu _ "4^:�•, EX.UPLAND DRAINAGE `o e r7`/ •�•�.3°' }I/ _ .: ;'. SPOTS T ROW NE Ec A \�' / 1 -'��` Fv�JR , '�-z,.. , O W LE TO LEVEL DITCH GRADE '> h / ALONG HIGHWAY n MODEL 466** 66'_0* x 27'-4" 5 �g0 ` � •` � � �\��, �� °` ��r-�$� LEGAL DESCRIPTION: E13LL LL LL N r PARCEL 1:THE SOUTH 180 FEET, AS MEASURED ALONG THE WEST LINE OF N u TRACT 26, SAM B. THELER'S HOME AND GARDEN TRACTS, VOLUME m m 03 PLATS, PAGE 20, RECORDS OF MASON COUNTY, WASHINGTON. o W m m Z • 4` k'� "' c .,:- �`c' PARCEL 2: ci a i w ALL THAT PORTION OF THE TRACT 26, SAM B. THELER'S HOME ANDEND FENCE m o 0 0 0 GARDEN TRACTS, VOLUME 4 OF PLATS, PAGE 20, RECORDS OF MASON 0.14 w OF 1 N w •PS G r / COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: W PROPERTY UNE J x PROPOSED �� ,$ �^:£ COMMENCING AT THE SOUTHWEST CORNER OF SAID TRACT 26; THENCE W• HYDRANT 1 OF 7 NORTH, ALONG THE WEST LINE THEREOF, 180 FEET TO THE POINT OF I O BEGINNING; THENCE CONTINUE NORTH, ALONG SAID WEST LINE, 180 FEET, W W .-. .I y MORE OR LESS, TO A POINT THEREON WHICH IS 270 FEET SOUTH OF THE 1" NORTHWEST CORNER OF SAID TRACT 26; THENCE EAST 340 FEET THENCE SOUTH, PARALLEL WITH THE WEST LINE OF SAID TRACT 26, 170 FEET, W C'll 1 fi•� MORE OR LESS, TO AN INTERSECT70N WITH THE WESTERLY RIGHT-OF-WAY Y, y LINE OF STATE ROUTE NO. 3; THENCE SOUTHWESTERLY, ALONG SAID WESTERLY RIGHT-OF-WAY LINE, TO A POINT THEREON DUE EAST FROM 44 *" -� / THE POINT OF BEGINNING; THENCE WEST, TO THE POINT OF BEGINNING, N EXCEPTING THEREFROM ROAD RIGHTS-OF-WAY. o i W 1 T 23 N, R 1 W. W.M. d V n ^ EXCEPTING THEREFROM, ALL THAT PORTION THEREOF, IF ANY, WHICH LIES I MODEL 456** ff•'n66 OA-D v i I WITHIN THE SOUTH 180 FEET, AS MEASURED ALONG THE WEST LINE OF SAID a c m 'O •••SU1W•37BSLS• •: / i p SAN HILL , TRACT 26. Z Cu 56'-0' x 27'-4" ...�... Z. �`�' / E ENTARY 0 C'll ••PIPE C{.fx•••••••• '�? ,T } ",;,� scH _ i aScECSOR'c NUMBERS' ............... to I t ..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..�•Bt� O > '-' _ ....................... 687•••• .r` 12332 50 00062 ......................... .............EX.•OUTFACE.... 12332 SO 00064 rn ........................ _ z•,,./^ _� 3 /. i V) 1 S A N I TA R Y:. .•.. .REW.CtIT.':•:•::':•.'.'.'.'.•.'. o s a� I ..... .'.'UP.STREAM.CUT.=.OFF.DITCH::....:.�.'' - & - - � w 3 T?1CN.'.SEf.CRARIMG?UW.'.'.'. 3 I H O_ �, I :DRA NFIELD NORTH �_--�Py — Q� w� �� SELF IR 1 J w v a.: / 3 AREA . J ":.'.'.•.....:.':.(DESIGN BY OTHERS)..•.•... r 1 h :.: ' i�r I (,y,J S Q CID .•END. PENCE.......................'.'.•. '.•.'.•.'.•.'.'.•.' ? }} ^a'� } 9. LIDCQ Ex. a °aamiRri : s:en�ssa. .ixss: ":::"...'. : j ~F— w3 GRAVEL , �.�........._.. LEGEND: — I N= _3 ROADS �. 4F"- '2•N/ •-j'5 IRON BAR&PLASTIC YELLOW CAP SET ,y - O=FOUND AS NOTED ,4- -----j-• AlRq� / 1 i , 0=HYDRANT PRO ECT Z L0 -- 7• ''1rF' y O/ ®=WATER METER SE ENTARY I C\j -___-__- •. M=VALVE BOX ` S OOL /} :{ OLE q-SIGN - r T-_- "0 Q re „ e WR77CAL DATUM: ASSUMED x PROJECT BENCHMARK p-POWER IF PLOTTED DRAWING SIZE IS NOT�/ /O RAILROAD SPIKE SE IN F-GUY POLE '-'cs Yv-> sx' i j ■ r, f BASE OF PP 19 001-23-2 1-6 m-TELEPHONE PEDISTAL 24 XJU, DRAWING SCALE WILL BE EXPIRES 07 13 03 e / / ASSUMED ELEV. 50.00 -O -DITCH VICINITY MAP DIFFERENT THAN THE SCALE SHOWN —EP—=EDGE OF PAVEMENT SCALE: 1• = 2000' 1 /