Loading...
HomeMy WebLinkAboutBLD2003-00045 BUILDING PE RMIT Jefferson County Department of Community Development 621 Sheridan Street, Port Townsend, WA 98368 (360)379-4450 FAX (360)379-4451 PERMIT #: BLD03-00045 Received Date 01/23/2003 SITE ADDRESS: 81 W LUDLOW POINT RD Issue Date 02/24/2003 PORT LUDLOW, 98365 APPLICANT: RICHARD W GRIEVES TRUSTEE PHONE: (949)673-2960 CAROL L GRIEVES TRUSTEE 541 PROMONTORY DR E NEWPORT BEACH CA 92660 SUBDIVISION: LUDLOW POINT VILLAGE DIV 1 Block: Lot: 26 PARCEL NUMBER: 969400026 Section: 16 Township: 28 N Range: 01 E CONTRACTOR: EDGEWATER HOMES INC PHONE: 437-2660 53 JACKSON LN PORT LUDLOW WA 98365 Contractor's License: EDGEWHI066BL Expires: 01/06/2005 LOAN LENDER/ BOND HOLDER: PROJECT DESCRIPTION SINGLE FAMILY RESIDENCE W/ATTACHED GARAGE REQU : . • CTIONS: [ ] SETBACK`-.• ootings aor /NSTA L. [ ] Foundation: OKW (lent //13 [ ] underground PlurnbiL / Jnderground Insulation: dK SA43 i(6 /,.,suy Ok4airow,,E 44 43# lirehcxce--lages Ok-a A 0/49 Ai [ ] Shear Wall: [ ] Framing/Plumbing: 1 % c,,•z 422-<-.3 [ ] Propane Tank/Lines:fiRT►r�itsceizze Lim OK 8724/03# iN7A-A7 I 14 7,9mx.8.c. /0-7-a3 [ ] Insulation: i,t1 Qvt.c.QcL-lo[ ] Sheetrock: Lkc�DJo �7-a> - '�/c�Septic System Final Approval: [ ] Zoning Final Approval: [ ] Final/Occupancy Approval: n/.! .c,t— (':4 744,- 4 HEALTH DEPARTMENT APPROVAL REQUIRED PRIOR TO FINAL INSPECTION THIS PERMIT IS VALID FOR ONE YEAR OR IT MUST BE PROPERLY RENEWED BUILDING INSPECTION HOT-LINE 379-4455. CALL 24 HOURS IN ADVANCE TO SCHEDULE INSPECTIONS. Office Hours 9:00 a.m. -4:30 p.m. SPECIAL CONDITIONS APPLY-SEE REVERSE HOT LINE AVAILABLE 24 HOURS A DAY • •. SPECIAL CONDITIONS FOR CASE BLD03-00045 1.) The application was reviewed by the Jefferson County Department of Community Development staff on January 31, 2003 for the potential presence of Environmentally Sensitive Areas (ESAs) under the provisions of the Unified Development Code (UDC). After an initial Geographic Information Systems mapping review and an investigative site inspection, the following ESAs were confirmed to be present on the subject property: suburban shoreline designation; high risk coastal SIPZ. 2.) To help prevent seawater from intruding landward into underground aquifers, all new development activity on Marrowstone Island, Indian Island and within 1/4 mile of any marine shoreline shall be required to infiltrate all stormwater runoff onsite. 3.) An Engineered Drainage& Erosion Control Report dated January 16, 2003 and prepared by Robert Leach, P.E. with Northwestern Territories Inc. has been submitted and approved by the Department of Community Development. Applicant and contractor shall fully implement the provisions and conditions of the submitted report. No clearing for roadways or utilities shall occur on the project site until clearing necessary for the installation of temporary sedimentation and erosion control measures have been completed. 4.) Jefferson County determined that this proposal is categorically exempt from review under the State Environmental Policy Act(SEPA) pursuant to WAC 197-11-800(1)(b)(i). 5.) This approval is for a single family residence with attached garage only. Any future permits on this site are subject to review for consistency with applicable codes and ordinances and does not preclude review and conditions which may be placed on future permits. 6.) The site plan as submitted with the single family residence permit application on January 23, 2003 has been reviewed for consistency under the UDC, and has been approved by Jefferson County Department of Community Development. Any modifications, changes, and/or additions to the stamped, approved site plan dated February 7, 2003 shall be resubmitted for review and approval by Jefferson County Department of Community Development. 7.) The building height shall not exceed 35 feet. 8.) Minimum setback from West Ludlow Point Road shall be 20 feet. Minimum side yard setbacks shall be 5 feet. Minimum shoreline setback shall be 30 feet, or as in this case, a Building Setback Line (BSBL)was established through the subdivision process, therefore, all structures shall be constructed landward of this line. (Site plan depicts a 10' 10" setback from the BSBL to the proposed deck). 9.) Maximum lot coverage shall not exceed 45%. 10.) A minimum of two (2) on-site parking spaces shall be provided for the single family residence. 11.) An address of 81 West Ludlow Point Road has been assigned to the parcel. West Ludlow Point Road is a county local access road (C509009). A road approach permit (RAP03-00015)will be issued by the County Public Works Department. 12.) The parcel was created through the Ludlow Point Village Division 1 on February 20, 1990 under AFN 328486. 13.) PRIOR TO ISSUANCE OF A FINAL BUILDING INSPECTION and consistent with MDNS dated October 4, 1988 and Shoreline Substantial Development Permit(SDP88-0016) dated September 2, 1988: The proponent shall enter into an agreement with the Washington State Department of Fisheries and Jefferson County to ensure that vegetative removal waterward of the residential setback line is consistent with the intent of Mitigative Measure 12 to preserve juvenile fish habitat and Policy 2 and Performance Standard 4 of Section 5.160, "Residential Development,"of the Master Program. 14.) High Risk SIPZ pertains to properties that utilize a well for potable water. This parcel is served by a public water and sewer system, therefore the High Risk SIPZ voluntary and mandatory requirements do not apply to this permit. • 15.) A 30-foot vegetative buffer adjacent to the shoreline shall be maintained in its natural condition, however, minor pruning or alteration of vegetation may be permitted as long as the function and character of the buffer are not diminished. i:\F_BLD_Permit_Buildng.rpt 10/29/19 UILDING PERMIT APPLICA• N MLLA03 000 37 Review Ty : I Jefferson County Department of Community Development 621 Sheridan Street Port Townsend, WA 98368 PERMIT #: ` BLD03-00045 Received Date: 1/23/2003 SITE ADDRESS: W LUDLOW POINT RD PORT LUDLOW, 98365 OWNER: RICHARD W GRIEVES TRUSTEE PHONE: (949)673-2960 CAROL L GRIEVES TRUSTEE 541 PROMONTORY DR E NEWPORT BEACH CA 92660 SUBDIVISION: LUDLOW POINT VILLAGE DIV 1 Block: Lot: 26 PARCEL NUMBER: 969400026 Section: 16 Township: 28 N Range: 01 E CONTRACTOR: EDGEWATER HOMES INC PHONE: 437-2660 53 JACKSON LN PORT LUDLOW WA 98365 Contractor's License EDGEWHI066BL Expires 1/4/2003 REPRESENTATIVE: ROBERT COMELLA PHONE: (360)437-2660 EDGEWATER HOMES INC 53 JACKSON LN PROJECT DESCRIPTIOr SINGLE FAMILY RESIDENCE W/ATTACHED GARAGE TYPE OF WORK RES SQUARE FOOTAGE: TYPE OF IMP NEW MAIN: 2,118 VALUATION 320,000.00 ADD'L: 316 HEAT TYPE: PRO CODE EDITION: 1997 HEAT BASE: 1,140 HEAT TYPE: OCCUPANCY: R-3 UNHEATED: 572 #OF STORIES: OCCUPANCY: OTHER: CONST TYPE: 5N GARAGE: SHORELINE: CONST TYPE: DECK: 420 SETBACK: 75 BANK HEIGHT: 10 SEWAGE DISPOSAL: SEW WATER SYSTEM: PUBLIC PARCEL TAGS: YES NO BEDROOMS: BATHROOMS: STORMWATER: YES NO AREA Exist: Exist: Wetland Erosion Prop: 3 Prop: 4 Seismic Streams Total: 3 Total: 4 Flood Way Floodplain Routing Date: F&W Landslide / 7/o3 Shoreline Aquifer Forest: Commercial Rural Type Amount Paid By: Date: Receipt: APPRa0✓V E D Permit $2,225.75 MAM 01/23/03 54917 Plan Check $1,446.74 MAM 01/23/03 54917 FEB 2 4 2003 State Building Code $4.50 MAM 01/23/03 54917 Jefferson County Planning Potable Water Application $50.00 MAM 01/23/03 54917 & Building Department Total: $3,726.99 "/(14,tt /tit // © oo 0 Jefferson Counapartnit of Community Development ,, "-� 621 Sheridan Street,Port Townsend WA 08368[3601378-4450 r 1�i O y �Vti _._ . - jrmt IY� a Ap ° OC�Q` 00� Cr) Project Description: Building Type: Q Project Type: Frame Type: Single Family " i$ New jS• Wood Garage Attached/Detached ❑ Addition ❑ Steel ❑ Modular ❑ Alteration/Remodel El Concrete ❑ Commercial Cl Repair ❑ Masonry ❑ Multi-family/#of Units ❑ Demolition ❑ Other: ❑ Industrial ❑ Other: Bathrooms: Bedrooms: Type of Sewage Disposal: Type of Heat: Choose one: Existing: Existing: Ilte Sewer CICommunity System ❑ Electricity ❑ Oil Proposed: -9 /2 Proposed: 3 ❑ Individual System ❑ Woodstove X Propane Total: % Total: If not sewer,fill out the following: ❑ Heat Pump ❑ Conventional ❑ Alternative ❑ Other Permit# SEP 1 Water Supply: ❑ Private well 0 Two Party Well kec Public:Name of water system:Per/...vD„l_L U/ 4P O/f'/,p•c, Square Footage: p For Office Use Only Main Floor G( ( C/ I3 g 2b3 '� Consistency Review 47.00 2ND Floor '3 1(O / ' . r 20 k Zg' o Base fee Z 2—.. o. -14Z 5• -] ,S 3rd Floor �_ Plan Check fee-G5% 1ti `` Htd Basement i 1.4 0 1 Li L\t9 .'2 State Surcharge fee 4• So Unhtd Unhtd Basement 5-72- '() 11 1' S Subtotal 3 -1 g-3- 1 / Garage/Carport /(/} Z (S�3 'DH Pot Water Review fee R(r (DO `[2_ 'LP 911/Rd Approach fee 1 9 1 • °D Commercial .`^v TOTAL p /! 'I 5 ' Industrial 2..t^\ ' `F� Receipt# S LI q 1 Other � Cash/Check# . / Total Valuation: o�`"���,, Initials n1 Or Date 23 1 Estimated Cost: , 3 'o 00 If within 200' of the S reline, Distance to Bank or Ordinary ate J�-ct ft.Bank Height l 0 ft. By signing the application form,the applicant/owner attests that the information provided herein is true and correct to the best of their knowledge. Any material falsehood or any omission of a material fact made by the applicant/owner with respect to this application packet may result in this permit being null and void. I further agree to save,indemnify and hold harmless Jefferson County against all liabilities,judgments,court costs,reasonable attorney's fees and expenses which may in any way accrue against Jefferson County as a result of or in consequence of the granting of this permit. I further agree to provide access and right of entry to Jefferson County and it's employees,representatives or agents for the purpose of application review and any required later inspections. Access and right of entry to the applicant's roper ors Lure shall be quested and shall occur during regular business hours. %' ` � Signature,, c' e2 G�- Date: /--0.23 -03 O \'E f;. y :HOME\PLNCNTR\INFOBLDG\FORMS\BLDpermitApplication 11-8-01 H MAINTAIN WEDGE CURB AT DRIVEWAY ENTRANCE TO MAINTAIN STREET RUNOFF PATH WEST L UDL OV/ POINT ROAD EDGE OF EXISTING ASPHALT ROADWAY PHONE BOX O / ROCKERY POWER VAULT PLACE QUARRY SPALL OR CABLE BOX CRUSHED GRAVEL ACCESS �.Yfly DRIVEWAY, SEE DETAIL �lC� CROWN DRIA EL DRIVEWAY TEMPORARY FENCE TO LOT 26 MARK CLEARING LIMITS 1 MARK TREE TO REMAI PROPOSED ROCKERY WALL WITH PERFORATED WALL DRAIN. PLACE 2" WEEP HOLES EVERY 20' ALONG PERFORATED WALL L 0 T 25 4% DRAIN. PLACE DRAIN WEEP \V. HOLES ONTO ASPHALT DRIVEWAY. SEE ROCKERY DETAIL AND ARCHITECT PLANS. MARK TREE TO REMAIN COLLECTION LINE K TREES LOT 27 6' ADS OR EQUIV. TUBING 0 REMAIN FG=J5. I' PLACED WITH 12" MIN, FG=J4.6' COVER & 1X MIN. SLOPE // FG=34.8' CO /2.7X 40 IE-32. 1 ' n 12' ADS OR EQUN. CO fFG= 4.75' 2X CATCH BASIN RIM-34.1 ' if=31.8 6" NDS OR EOUIV. FG=34.3 IE=32.6' 5=34.2 NEL GRAIN p RI 2X 1 EXISTING GARAGE so2 2X I FG=34.7' OS-34.25 FF-34.5' FG-34.6' RESIDENCE 2X FG=3 . FG=J4.5' TO I BE REMOVED S=34. 2X \ G TREE CO FC=34.5 i 32.4' FG=34.5' MARK TREE TO REMAIN DS-J4.25' 05=25.0 EXISTING PROPANE TANK EXISTING TREES CO TO BE REMOVED-4 I = 3 DS=25.0 J USE COLLECTION LINE FF=35.0" R EL EXISTING RESIDENCE 6" ADS OR EQUN. TUBING 5.17' OWER PLACED WITH 12' MIN. COVER d 1% MIN. SLOPE IE=23.0' (CO ENCROACHING ROCKERY 1E=23.67' DAYLIGHT 6" COLLEC LINE COLLECTION LINE T POINT OF CONVENT E INTO 6' ADS OR EQUIV. TUBING 1 CY QUARRY SPALLS. PLACED WITH 12" MIN. OUA Y SPALLS WILL DEC EASE COVER & 1X MIN. SLOPE VELOC & DISPERSE FCO ACROSS EXISTING NEL k VEG 77VE BUFFER. APPROXIMATE LOCATION OF EXISTING DRAINAGE ROUTE. . PROPERTY OWNER'S IT MAY NEED TO BE ENHANCED. I „ r_ SET SACK LINE PRIOR TO STARTING LAND DISTURBING ACTIVATES, INSTALL SILT FENCE, SEE DETAIL X EXISTING SANITARY \\ SEWER MANHOLE Ovv BAY STORMWATER I 7Eo- i 2003 JEFFERSON Derr of cro+t wyjn `i`i`i `i `i`i�i`i i`i `i `i •i�l`.``,`.`�� `o `��������. �:� �i �i�i�i�i �i�i��i`i•i FABRIC 6* MIN. DEPTH TH ` i`i•i•i`�•i`i `i`i `�• PROPERCOMPACTION ``i�i�i�i �i��•i�i�i • • RAR (OR APPRnV-DEQUAL) WOVEN STAPLE TO POST Ai 5" O.C. m 24' 14, GROUND lip '77x4' OR METAL \ FENCE POST KEY 8" OVERLAP OF FABRIC INTO EXISTING GROUND WITH 6' DEEP TRENCH SILTATION FENCE STANDARD NOTES A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. B. THE FILTER FABRIC SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 5 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 18 INCHES). C. A TRENCH SHALL BE EXCAVATED, ROUGHLY 6 INCHES WIDE AND 6 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. D. SILTATION FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. E. SILTATION FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. SILT FENCE DETAIL NO SCALE NOTE PROVIDE A CLEAN, HARD SURFACE TO ELIMINATE TRACKING OF SOIL ONTO STREET. SURFACE MATERIALS MAY INCLUDE / QUARRY SPALLS, CRUSHED ROCK, OR OTHER NON -SOIL OR NON -SOUND MATERIALS. i Ro� 4 = 25' MIN, 12' MIN. -I 4" TO 8' QUARRY SPALLS OR APPROVED EQUAL \\\ MAINTENANCE THE ENTRANCE SHALL BE MAINTAINED /N A COND177ON WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH STONE OR OTHER APPROVED MATERIAL AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEANOUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. SITE ACCESS DETAIL 0 20 40 SCALE IN FEET PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA LEGEND DS DOWNSPOUT CONNECTION FT FINISH FLOOR FG FINISH GROUND CB CATCH BASIN l£ INVERT ELEVATION CO CLEANOUT ROCKERY — - — - — CENTERLINE — STORM DRAIN LINE — - - +— SWALE LINE '�---�— CLEARING LIMIT FENCE • SILT FENCE CAST IRON RING AND COVER PER WSOOT STANDARD. PLAN B-18b. COVER MARKED STORMDRAIN. ROCKERY (WSDOT 9-13, 1 MAN) OR ARCHITECT CHOICE NON STRUCTURAL RETAINING WALL 5" MAX. 1.5' MIN. 2" WEEP HOLE PIPES EVERY 20' NOTE: SINCE RETAINING WALL BASE HEIGHT VARIES ALONG DRIVEWAY, A WEEP HOLE DRAIN PIPE IS ESPECIALLY NEEDED AT LOWEST POINT. RETAINING WALL DRAII 1 0=0 ti i wU o a REMOVABLE SCREW -ON CAP FINISHED GRADE CONCRETE ENCASEMENT PVC RISER STORMDRAIN CLEANOUT NOT TO SCALE 6" PERFORATED PIPE WRAPPED IN WASHED DRAINROCK AND FILTER FABRIC TO AN APPROX. 12' SQUARE RESIDENTIAL DRAINAGE & EROSION CONTROL NOTES A. CONNECT DOWNSPOUTS USING 4" 7EES OR 6 x6 x4' TEES LOCATED PER GUTTER PLAN. B. MINIMUM COVER OVER ALL PIPES IS 12 INCHES. C. REGULAR MAINTENANCE /S ESSENTIAL TO MAINTAIN PROPER PERFORMANCE OF THE DRAINAGE SYSTEM. IT IS THE OWNER'S RESPONSIBILITY TO MAINTAIN A FREE FLOWING SYSTEM AND OBSERVE IF THE SYSTEM IS OPERATING CORRECTLY. D. PRIOR TO STARTING LAND DISTURBING ACTIVITIES THE CLEARING LIMITS MUST BE MARKED, THE TREES WITHIN THE CLEARING THAT WILL REMAIN MUST BE MARKED AND EROSION CONTROL MEASURES MUST BE INSTALLED. E TO FORCE DRIVEWAY RUNOFF INTO CATCH BASIN, PLACE A WEDGE CURB AROUND PLANTING CIRCLE. F. VARIOUS INSPECTIONS ARE REQUIRED DURING CONSTRUCTION: 1. ERCSION CONTROL INSPECTION, 2. INTERIM INSPECTION, MAY BE REQUIRED. J. FINAL INSPECTION. A. ER�'� 44Q- `SS/ONAL EAF'\ EXPIRES 12/30/2004 I- P-03 U z V / LJ h .s af g #i ckf � 0f Of 5 CJ7 w u Z � z s 3 W _ w CA �[ w Ll Z O z W 6J CL5 ix IA O O U In