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HomeMy WebLinkAbout10-16-17SSDapplicationsPLANNING DEPARTMENT SHORELINE SETBACK APPLICATION FOR OFFICIAL USE ONLY: SSD 201 Acce tanceDate: Website Posting Date: . )- 11 1 Determination Date: Planning Commission Date: Expiration Date: ©- w Planner Assigned: Instructions: File all information requested trader Part A for processing the Determ not on of Applicability (§8-27.1), including signature page. Fill out Parts A and B if you know that your parcel will require a Certified Shoreline Survey, due to the proximity to the shoreline. If you are proposing a permitted structure or subdivision within the shoreline setback area fill in Part C. For applications involving a variance, complete Part D. applicant Information Applicant: 19 fallt& 11r�6e Mailing Address: #j R,p P 0 Phone: w$ a $24 plAflli«Lii3/ ��Oa�.3� Email: ',✓v :� Applicant's Status: (Check one) Owner of the Property (Holder of at least 75 % of the equitable and legal title) Lessee of the Property Lessee must have an unexpired and recorded lease of five (5) years or more from the date of filing of this application. If not, Owner(s) must provide a Letter of Authorization. Authorized Agent Attach Letter of Authorization Transmittal Date: Information (attach additional County Zohing District: i� — b es/ di?1 Tax Map K Land Area: Nature of Development: t ✓ te�zen rZ ieE� h u-- (Description of proposed structure or subdivision) NO PERMITS WILL BE ISSUED WITHOUT PLANNING COMMISSION ACCEPTANCE, EXCEPT AS PROVIDED IN §8-27.8(c)(8) Part A Shoreline Setback Determination of Applicability (§8-27.1) Check all that apply, fill in applicable information. Any box checked must be accompanied by additional information, photos and/or documentation. 1. Property is Abutting the Shoreline f LLLL�i Proposed project's approximate distance from shoreline (based on aerial map): ��(� ft. 2. Property is Not Abutting the Shoreline OProposed project's approximate distance from shoreline (based on aerial map): ft. 3. Additional Information: Shoreline Change (Erosion/Accretion) Rate: ft./year (Information available here: www hawlii edn/coasts/kauaieounty/KCounty.html) n Number and description of parcels (including roads, buildings, structures) between Shoreline and this parcel: -1- ICI L�J PLANNING DEPARTMENT SHORELINE SETBACK APPLICATION and ground elevation Artificially armored Shoreline ❑ If checked, what type of armoring (e.g. seawall, revetment, bulkhead): BIs the annoying permitted/authorized? Date of authorization (attach copy of authorization letter) . Is property in coastal Iloodplain (if checked, what zone)? Has this property been subject to coastal hazards (i.e, flooding, erosion, tsunami; etc)Yin tho F PLEASE NOTE: Any misrepresentation of information in this shoreline setback application will result in revocation of this determination and may result in fines and criminal prosecution. Signature Date Applicability (to be completed by Planning Department) Setback Determination necessary. Requirements of Ordinance No. 979 are applicable. ❑ set b ek eter i ton is N T_ne ry. Requirements of Ordinance No. 979 are not applicable. li la in Direc or or designee Date If Part A has U'een de e ecLt at a Determination will be necessary, the additional information will be required for submission of this pplication. Part B A non-refundable processing fee of onehundred dollars ($100.00) shall accompany a request for determination. (§8-27.8(e)) An aerial map/image (ex. Google Maps or Google Earth) with aline drawn from the shoreline/vegetation line (approximate shoreline) to the proposed project and the calculated distance in feet. A detailed Plot Plan to scale with all existing and proposed structures including driveways, visible lot coverage, setbacks and measurement details, fences, gates, and walls, etc. Building Permit Number (If building plans submitted) - 2 - 6121117 PLANNING DEPARTMENT SHORELINE SETBACK DETERMINATION Exemption Determination ❑ Exemption 1 In cases where the proposed structure or subdivision satisfies the following four criteria: (A) In cases where the proposed structure or subdivision is located outside of the Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map (FIRM) `V' or ' VE' flood zones; (13) The proposed structure or subdivision is located at an elevation which is thirty (30) feet above sea level or greater; (C) The applicant can demonstrate to the satisfaction of the Planning Director that the property is clearly adjacent to a rocky shoreline and that it will not affect or be affected by coastal erosion or hazards; and (D) The shoreline setback shall be sixty (60) feet from the certified shoreline which has been established not more than twelve (12) months from the date of the application for the exception under this section. Exemption 2 In cases where the applicant can demonstrate to the satisfaction of the Planning Director that the applicant's proposed structure or subdivision will not affect beach processes, impact public beach access, or be affected by or contribute to coastal erosion or hazards, excluding natural disasters. Factors to be considered shall include, but not be limited to, proximity to the shoreline, topography, properties between shoreline and applicant's property, elevation, and the history of coastal hazards in the area. Exemption 3 Pursuant to §8-27.7, those struefttres and uses found exempt in TaUle 3 (see pg. 7) including repairs and renovations to a lawfully existing structure, including nonconforming structures, provided that: (A) The repairs DO NOT enlarge, add to ox expand the structure; increase the size or degree ofnon-conformity; or intensify the use of the structure or its impact on coastal processes; (B) The repairs DO NOT constitute a substantial improvement of the structure; and (C) The repairs are permitted by the Comprehensive Zoning Ordinance, Development Plans, building code, floodplain management regulations, special management area requirements under HRS Chapter 205A and any other applicable rule or law. ❑ Letter from the Department of Public Works stating that the proposed project does NOT constitute "Substantial Improvement," pursuant to §8-27.2 (Tf applicable, will cegtnre valnatimr of project). Determination (tn be j©_ Pursuant to §8-27.3 the Kauai County Code, 1987 as amended, the Planning Department hereby certifies the proposed - �/ stmctire(s'Tor subdivisions) as exempt fi om those shoreline setback determination requirements established under §8-27.8. ❑ Pu�nant to §`8-27.7 th- au `i County Code, 1987 as amended, the proposed structure(s) is permitted within the shoreline se ack are. While e mpt . om those sh�� tback determination requirements established under §8-27.8, the pro01 led structure's); s ectla�c ditions of §-27.7(b). (See pg. 8) PI mute Dir cto f desuz ec Date u -3- fi/21/1J ^ z y Jle Nz of Pfe Cliffs At Pri-tceville The Board of Directors of the CRVOA of The Cliffs at Princeville has adopted the following resolutions in its telephonic meeting held on May 1, 2017: The CRVOA Board acknowledges the resignation of Tom Selders as General Manager of The Cliffs at Princeville and hereby rescinds any and all legal and fiscal responsibility and authority previously granted him. The CRVOA Board hereby acknowledges the appointment of Jim Braman as General Manager of The Cliffs at Princeville. 3. The CRVOA Board hereby grants Jim Braman signing and general business authority over all CRVOA bank accounts maintained at Central Pacific Bank. 4. The CRVOA Board hereby authorizes Jim Braman, as General Manager, to execute any and all documents on behalf of the CRVOA and the Board, except where the condominium statute and/or the project's documents expressly require the signature of Officers and/or Directors. 5. These resolutions shall constitute a continuing authority and direction for Jim Braman, as General Manager, to act on behalf of the CRVOA and the Board, and these resolutions shall continue until revoked in writing by the Board. Attest: The Treasurer of the CRVOA Board hereby certifies that these resolutions have been adopted by the CRVOA Board.: By:James Quisenberry (print name) Sid ture Tr asurer. CRVOA Date d ARt fvfr, of The Cliffs At The Board of Directors of the CCIOA of The Cliffs at Princeville has adopted the following resolutions in a meeting held on April 28, 2017: The CCIOA Board acknowledges the resignation of Tom Selders as General Manager of The Cliffs at Princeville and hereby rescinds any and all powers and authority previously granted him, effective as of May 1, 2017, 2. The CCIOA Board hereby acknowledges the appointment of Jim Braman as General Manager of The Cliffs at Princeville. 3. The CCIOA Board hereby grants Jim Braman signing and general business authority over all CCIOA bank accounts maintained at Central Pacific Bank. 4. The CCIOA Board hereby authorizes Jim Braman, as General Manager, to execute any and all documents on behalf of the CCIOA and the Board, except where the condominium statute and/or the project's documents expressly require the signature of Officers and/or Directors. 5. These resolutions shall constitute a continuing authority and direction for Jim Braman, as General Manager, to act on behalf of the CCIOA and the Board, and these resolutions shall continue until revoked in writing by the Board. Attest: The Secretary of the CCIOA Board hereby certifies that these resolutions have been adopted by the CCIOA Board.: By: Jud Scott � rin name) ate Signature, Wewtary CCIOA Da Bernard P. Carvalho, Jr. Mayor Wallace G. Rezentes, Jr. Managing Director DEPARTMENT OF PUBLIC WORKS County of Kauai, State of Hawair ' 4444 Rice Street, Suite 275, Lihu`e, Hawaii 96 j6'6 TEL (808) 241-4992 FAX (808) 241-6604 September 28, 2017 The Cliffs at Princeville 3811 Edward Road Princeville, HI 96722 Attn: Jared Raymond Subject: SHORELINE SETBACK APPLICATION SUBSTANTIAL IMPROVEMENT DETERMINATION INTERIOR REMODEL TO 9 UNITS — THE CLIFFS AT PRINCEVILLE BLDG 8 TMK: (4) 5-4-005:039 Dear Mr. Raymond, The Kauai County Shoreline Setback and Coastal Protection Ordinance (Ordinance No. 979) Section 8-27.2 defines substantial improvement as "any cumulative series of repairs, reconstruction, improvements, or additions to a structure over a ten (10) year period, where the cumulative cost equals or exceeds fifty percent (50%) of the market value of the structure before the start of construction of the first improvement during that ten (10) year period. For the purposes of this definition, substantial improvement is considered to occur when the first alteration of any wall, ceiling, floor, or other structural part of the building commences, whether or not that alteration affects the external dimensions of the structure." The Department of Public Works (DPW) Engineering Division has reviewed the proposed interior renovations to nine (9) units in Building 8 of The Cliffs at Princeville condominiums. DPW has determined that the proposed renovations do not constitute a substantial improvement. A summary of the calculations follows. Market Value There were three other building permits approved for the structure within the past ten years. The first permit was approved in 2012. Therefore, the market value used in the calculations is the 2012 Replacement Cost New Less Depreciation (RCNLD) value for the structure as determined by County's Real Property Assessment Division. The 2012 RCNLD was determined to be $35244,500. If the owner chooses to dispute this value, then an appraisal of the structure must be provided at the owner's expense. The appraisal shall be prepared by a professional appraiser licensed in the State of Hawaii and the market value shall be based on the "Cost Approach" (or Replacement Cost New Less Depreciation), An Egual Opportunity Employer el 'i 44 < " I A- ell It it �s 4ell WX �y lee lee I eeee lee, pho z Ie s ell lee fApo �." OeJI le # 4 lee w: PACIFIC OCEAN COUNTY OE KAUA'I CHAPTER 12, KAUA'I COUNTY BUILDING CODE KAUA'I COUNTY CODE 1987. AS AMENDED ARTICLE 6 — ENERGY CODE I certify that the design i mpliance with the Energy Code pertain ing t0: Section 12-6.3 Adoption of the International Energy can6er�gt;�, code (IEcc) seceian 12—s.4 Laaal /U,���jJT� ents ko the IECC Signature: �r'"'"M `` Date: $ Z Nome: _A✓ 00 Tltl e: /,��=� License No. �1 ��� tDWgRD STREET SITE PLAN I - - SCALE: 1' = 60' THE CLIFFS AT- PRINCEVILLE. INTERIOR RENOVATIONS 1,137 8q. FT.— UNIT 8305 SHEET NDE% A-1 BUILDING DATA. SITE PLAN A-2 GENERAL NOTES A-3 FLOOR PLANS — GENERAL A-4 FLOOR PLANS — GENERAL, INTERIOR ELEVATIONS A-5 PROPOSED FLOOR PLAN E—t ELECTRICAL PLAN m N �% PROJECT SUMMARY eUIIDING DATA [ W CONB1RUClION TPE: V-B e c I EGAI D NON-6PRINKLERED BUILpING _ :i E PARCEL NUMBERO (4)5-4-005: 039 D1]4 PROPERTY CLASS HOTEL &RESORT pCCUPANCY TYPE: R-2 gg S e �" CODE: T043 SEISMIC ZONE CAIEGORY: 1 - CEIGHBORH000 IN: PRINCENLLE EFF. WIND SPEED ZONE 105 MPH ��"'ry COUNT': HAUA'I - E%PpSURE CATEGORY: C � fi� LANp AREA: 21.162 (ACRES) � pOUNTZo F KAUAI ORDINANCE 929 ADOPTING THE 2006 IRC/IBC EFF. nv �g� M�� • AE ADOPTNG THE 2009 EDITION IECC +�rJ��:a � (EN DE) _ -2 • ORDINANCE 868 ADOPTING THE 2006 EDITION NEC • DRDINANCE 951 ADOPTING THE 2008 E01'IION UPC EFF.NI D-�-ZAOU3'I • COUNTY OF HAUA'I O OOPTING THE 2006 NFPA t WIIH AMENDMENTS (REVISED)I EFF. 2012 W W N� LL Z Q 2 N rn 2 W J � J_ O � M W � U �- Z ��d Ooo Frn� Now Z ,ij � Ooo� a�w >� Oar Z `� ao W M � � � W WY❑ z�Q As wDIcnTED I A-1 PERFORMANCE SPECIFICATIONS/GENERAL NOTES THE INTENT OF THE CONSTRUCTION DOCUMENTS TO INCLUDE ALL ITEMS, AND OR, DESCRIPTION OF WORK NECESSARY FOR THE PROPER EXECUTON ANO COMPLETION OF THE WORK BY THE CONTRACTOR. THE CONSTRUCTION DOCUMENTS INCLUDE DRAWINGS AND SPECIFICATONS PREPARED BY VARIOUS DESIGN CONSULTANTS. MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH INDUSTRY STANDARDS AND IN STRICT COMPLIANCE WITH ALL APPLICABLE LOCAL AND STALE CODES AND REGULATIONS. ALL WORK PERFORMED BY THE CONTRACTOR IS TO BE IN FULL COMPLIANCE WHH GENERAL NOTES AND PERFORMANCE SPECIFICATIONS AS DESCRIBED ON THE FOLLOWING SHEETS OF SPECIFICATIONS/CONTROL BOOK. CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL LABOR BURDEN, APPLICABLE PERMITS, WAREHOUSING, EQUIPMENT. SUPPLIES AND INSURANCE TO PERFORM THE FOLLOWING WORK ACTIVITIES UNLESS OTHERWISE NOTED. GENERAL 1. ALL ITEMS REQUIRING DISPOSAL MUST BE TRANSPORTED IN AN APPROPRIATE MANNER APPROVED BY HOTEL MANAGEMENT. ALL ITEMS SHALL BE COORDINATED WITH MANAGEMENT TO BE RECYCLED OR DISPOSED OF TO AN APPROVED OFf-SITE FACILHY IN ACCORDANCE WITH LOCAL AND STATE REGULATONS. SUCH -ITEMS TO INCLUDE BUT ARE NOT LIMITED T0: • CARPET CARPET PAD • DRAPERY SHEERS WALLCOVERING • DRAPERY LEADER HARDWARE • DAMAGED TRIM/MILLWORK • DEBRIS GENERATED DURING COURSE Of PROJECT 2. ALL APPLIANCES AND FURNITURE SHALL BE COORDINATED WITH HOTEL OWNER/MANAGER TO BE RECYCLED OR DISPOSED OF TO AN APPROVED OFF -SITE FACILITY IN ACCORDANCE WITH LOCAL AND STATE REGULATIONS. 3. WAREHOUSING AND INVENTORY CONTROL OF PURCHASED PRODUCTS BY OWNER SHALL BE MANAGEp BY CONTRACTOR, ONCE ITEMS ARE RECEIVED AT CONTRACTOR'S FACILITY. TRACKING SYSTEMS TO BE COORDINATED BETWEEN CONTRACTOR AND OWNER'S PROJECT MANAGER. 4. ALL WORK DURING ENTIRE COURSE OF PROJECT TO BE PERFORMED ENTIRELY USING CONTRACTOR'S OWN RESOURCES AND MANPOWER, UNLESS NOTED OTHERWISE IN THESE DOCUMENTS. 5. SIGNAGE SUCH AS EXIT, EVACUATION MAPS, ROOM PLAQUES ARE TO BE TAPED OFF IN ACCORDANCE WITH INDUSTRY STANDARDS AND SAFETY. NO PAINT SHALL BE VISIBLE ON ANY SURFACE NOT INTENDED TO RECEIVE PAINT. 6. SMOKE DETECTORS ANO FlRE SPRINKLERS SHALL BE PROTECTED FROM PAINT IN A MANNER SUCH THAT SAFETY IS NOT COMPROMISED AND UNITS ARE FREE FROM DAMAGE. GENERAL CONDITIONS 7. DURING THE CONSTRUCTION PERIOD, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFEN OF THE BUILDING. 2. GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN JOB SITE FREE AND CLEAR OF DEBRIS ONCE ROUGH CONSTRUCTION HAS TERMINATED IN ORDER THAT THE "CLEAN" TRADES CAN PROCEED WITH THEIR SCOPE OF WORK WITHOUT DAMAGING PRODUCTS YET TO BE INSTALLED. 3. ANY DISCREPANCIES OR IRftEGULARITES DURING THE COURSE OF CONSTRUCTION SHALL BE BROUGHT TO THE PROJECT MANAGER'S ATTENTION IMMEDIATELY. ALL COMMUNICATIONS SHALL BE FOLLOWED UP IN WRITNG TO AVOID ANY MISCOMMUNICATION. 4. IN THE EVENT THE CONTRACTOR IS NOT ABLE TO PROVIDE PRODUCTS AS SPECIFIED BY THIS SET OF CONSTRUCTON DOCUMENTS, CONTRACTOR SHALL SUBMIT FOR OWNER'S REVIEW A PRODUCT WHICH IS CONSIDERED AND "APPROVED EgUAL'. NO SUBSTNTONS SHALL BE MADE WITHOUT WRITTEN PROJECT MANAGER/DESIGN REVIEW APPROVAL. 5. NOTED DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES. UNDER NO CIRCUMSTANCES SHALL CONTRACTOR SCALE FROM ACTUAL DRAWINGS. CONTRACTOR SHALL FlELD VERIFY ALL DIMENSIONS WHEN COMPLETING TAKE -OFFS. 6. ALL WORK PERFORMED UNDER THIS CONTRACT IS SUBJECT TO THE OWNER'S REVIEW AND APPROVAL 7. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS AND WRITTEN SPECIFICATIONS. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITONS ARE NOT SPECIFlCALLY INDICATED BUT ARE SIMILAR IN CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS SHALL BE USED. 9. STANDARDS OF QUALITY ANO PERFORMANCE INDICATED IN THE DRAWINGS AND SPECIFlCATIONS SHALL BE UNDERSTOOD TO BE MINIMUM REpUIREMENTS ONLY. WHERE BUILDING CODES OR OTHER LEGAL AUTHORITY REQUIRE MORE STRINGENT STANDARDS, THESE STANDARDS SHALL BE CONFORMED T0. 10. UNLESS OTHERWISE SPECIFIED, ALL MATERIALS SHALL BE NEW AND OF BEST QUALITY OF THEIR RESPECTIVE KINGS. ALL LABOR PERFORMED BY ALL TRADES SHALL BE PERFORMED IN A THOROUGH AND WORKMANLIKE MANNER, WITH REASONABLE E%PECTANCY,BY SKILLED JOURNEYMEN FAMILIAR WITH, AND COMPETENT ENOUGH TO PERFORM WORK Of THE HIGHEST STANDARDS NORMALLY AVAILABLE. 11. INFERIOR OR SUBSTANDARD WORKMANSHIP OR MATERIALS SHALL BE REMOVED AND REPLACED AT THE DISCRETION AND DIRECTON OF THE PROJECT MANAGER AND THE EXPENSE OF THE RESPONSIBLE CONTRACTOR. AT AlL TIMES, EACH CONTRACTOR SHALL HAVE COMPETENT SUPERVISION REPRESENT HIS WORK AND COMPANY. 12. WHERE REFERENCE IS MADE TD MANUFACNRERS' DIRECTION OR SPECIFICATIONS, THEY SHALL BE CONSIDERED AS PART OF THESE SPECIFICATIONS AS THOUGH WRITTEN HEREIN. 13. REGARDLESS OF MEMBERSHIP, THE SUBCONTRACTORS PERFORMING WORK SHALL CONFORM TO THE SPECIFICATONS OF TRADE AND CONTRACTOR ASSOCIATIONS, WHEN REFERRED TO IN THE SPECIFICATIONS. 14. THE OWNER, ANO THE OWNER'S REPRESENTATIVES, EMPLOYEES, AND CONTRACTORS SHALL BE ALLOWED ACCESS TO THE PROPERTY AT ALL TIMES 15. THE GENERAL CONTRACTOR SHALL FULLY ACQUAINT HIMSELF WITH THE WORK TO BE PERFORMED BY OTHERS SO THAT HE MAY CAREFULLY PREPARE PROPER ACCESS ANO PROTECTION FOR THEIR WORK. HE SHALL CAREFULLY STUDY AND COMPARE ALL DRAWINGS, SPECIFICATIONS, AND OTHER INSTRUCTIONS ANO SHALL AT ONCE REPORT TO THE OWNER'S AGENT ANY ERRORS, INCONSISTENCIES, OR OMISSIONS HE MAY DISCOVER. 16. EACH SUBCONTRACTOR SHALL ACQUAINT HIMSELF WITH THE SITE CONDITONS AS WELL AS THE WORK OF THE OTTER TRADES WHOSE WORK WILL ADJOIN OR BE AFFECTED BY HIS OWN WORK. HE SHALL CONSULT WITH THESE OTHER SUBCONTRACTORS TO COORDINATE THEIR EFFORTS TO AVOID MISTAKES, OMISSIONS, DISPUTES, OR DELAYS AND SHALL BE RESPONSIBLE FOR DAMAGES TO OTHERS' WORK CAUSED BY HIS WORK OR THE NEGLIGENCE OF HIS WORKMEN. 17. ALL WORK PERFORMED DURING THE COURSE OF CONSTRUCTION SHALL DE SECURED BY THE GENERAL CONTRACTOR. AND PAID FOR BY THE HOTEL OWNER. i6. THE CONTRACTOR SHALL GIVE ALL NOTCES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, AND REGULATIONS BEATING ON THE CONDUCT OF hiE WORK AS DRAWN AND SPECIFIED. 19. REQUEST FOR INFORMATION (RFI'S), SUBSTITUTE MATERIALS OR METHODS SHALL BE SUBMITTED FOR APPROVAL TO THE PROJECT MANAGER AND INTERIOR DESIGNERS AT PLANNING, DESIGN AND APPLICATION. THE FOLLOWING ITEMS SHALL CONSTNTE "HOUSE RULES OF CONTRACTORS" FOR THE DURATION ASSIGNED PROJECT, OR TERM OF SERVICE: 1. THE CONTRACTOR AND OWNER AGREE TO WORK'TOGETHER TO IDENTIFY SUITABLE AND REASONABLE AREAS FOR CONTRACTOR PARKING. STORAGE AREAS, STAGING AREAS, TRASH AREAS, AND MATERIAL DELIVERY AREAS. 2. THE CONTRACTOR WILL NOT BE PROVIDED WITH ANY BATHROOM FACILITY OUTSIDE THE DESIGNATED WORK AREAS. 3. THE CONTRACTOR'S PERSONNEL SHALL EAT LUNCH ONLY IN DESIGNATED AREAS. 4. ACCESS AND EGRESS OF THE CONTRACTOR'S PERSONNEL TO AND EROM THE PROJECT SITE SHALL BE THROUGH DESIGNATED AREAS ONLY. PASSAGE TO AND FROM WORK AREAS SHALL BE DETERMINED BY THE PROJECT MANAGER, AND OR AUTHORIZED REPRESENTATVE. 5. CONTRACTOR SHALL STAGE WORK FROM DESIGNATED AREAS AS DETERMINED BY TiE PROJECT MANAGER. 6. CONTRACTOR SHALL CONTNUOUSLY MAINTAIN ADEpUATE PROTECTON OF ALL WORK FROM DAMAGE DUE TO ANY CAUSE, INCLUDING INCLEMENT WEATHER AND SHALL PROTECT ALL PROPERTY OF THE OWNER FROM DAMAGE OR LOSS. ]. DAY TO DAY COMMUNICATONS WTi HOTEL OPERATNG STAFF WILL BE THROUGH THE PROJECT MANAGER. B. LIFE SAFETY SYSTEMS WILL BE MAINTAINED IN AN OPERATNG CONDITON AT ALL TIMES UNl.E55 SPECIFIC SHUTDOWNS ARE PRE -SCHEDULED AND APPROVED BY THE DIRECTOR OF TECHNICAL SERVICES, AND OR AUTHORIZED REPRESENTATIVE 9. ALL CONTRACTOR EMPLOYEES WILL WEAR SUITABLE IDENTFlCATON BADGES PROVIDED BY SECURITY WHILE ON PREMISES, AND WILL ACCESS AND EGRESS PROJECT THROUGH SECURIN CONTROLLED CHECKPOINTS. 10. CONSTRUCTION PERSONNEL ARE TO ONLY USE THE EIEVATOR(S) DESIGNATED BY THE CLIENT. 11. THERE WILL BE NO USE OF HOTEL PERSONNEL OR THEIR TOOLS/EQUIPMENT/FACILITIES DURING PERFORMANCE OF WORK. 12. NO SMOKING WILL BE ALLOWED IN GUEST ROOMS, PUBLIC AREA, OR RESTRICTED BACK -OF -THE -HOUSE AREA. SMOKING WILL ONLY BE ALLOWED IN DESIGNATED AREAS, CURRENTLY AT THE LOADING DOCK AREA. 13. DRESS CODE FOR THE CONTRACTORS WILL BE AGREED UPON BY lHE CONTRACTOR AND PROJECT MANAGER. 14. CONTRACTOR AND PROJECT MANAGER HAVE AGREED UPON 1HE WORKING HOURS BETWEEN 9AM TO SPM. FINISHES ANO FINISHED CARPENTRY 1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH THE AMERICAN STANDARD ASSOCIATION ASA '�A42.1 AND "STANDARD SPECIFICATIONS FOR GYPSUM PLASTERING". 2. ALL WORK TO CONFORM TO hiE LATEST EDITION OF THE HAWAI'I STATE BUILDING CODE, AND THE COUNTY OF KAUA'I ORDINANCES. 3. WOOD SURFACES SHALL HAVE JOINTS, CRACKS, pEPRESSIONS, AND NAIL HOLES FILLED AND SANDED SMOOTH. 4. SURFACES SHALL HAVE ALL JOINTS, PITS, NAIL HOLES, AND DEPRESSIONS FLLED AND SANDED SMOOTH. 5. DO NOT PAINT FACTORY FNISHED ITEMS UNLESS SPECIFICALLY INSTRUCTED. 6. FlNISH HARDWARE SHALL DE SECURELY FlTTED ON PROPERLY PREPARED SURFACES IN CONFORMITY WITH THE HARDWARE MANUFACNRER'S INSTRUCTIONS AND TEMPLATES. HARDWARE, ONCE FlTTED, SHALL BE PROTECTED FROM FlNISH PAINTING OF ADJACENT SURFACES. HARDWARE SHALL BE FULLY TESTED AT COMPLETION OF ALL OTHER WORK AND ADJUSTED OR REPLACED SO AS TO BE IN PERFECT WORKING ORDER. ALL FINISH COLORS TO BE PER OWNER APPROVED SELECTIONS AND SCHEDULES. 7. UPON RECEIPT OF FINISH GOODS SPECIFlED IN FINISH SCHEDULE AS SUPPLIER "CFCI', CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING ALL GOODS FOR DAMAGE OR ANY PROBLEMS THAT MAY IMPACT INSTALlAl10NS. 8. ALL SURFACES TO BE PAINTED AND WALL COVERED SHALL BE CLEAN, DRY, SMOOTH, AND DUST -FREE BEFORE PAINTING Oft COVERING. 9. ALL MATERIALS ARE TO BE FACTORY -MIXED AND DELIVERED IN THEIR ORIGINAL CONTAINERS WITH UNBROKEN SEALS AND LABELS INTACT. - 10. CONTRACTORS SHALL SUBMIT FOR DESIGNER AND PROJECT MANAGER REVIEW AND APPROVAL THREE (3) 6"%10" PAINT SPRAY -OUTS TO CONFlRM ACTUAL COLOR AND FINISH. THESE PAINT SPRAY -OUTS SHAH BE PROPERLY LABELED BY CROSS REFERENCING TO DESIGNER'S SPECIFIED NUMBER, 11. FOR ALL CABINETRY TO BE SPRAYED, ALL COATS TO BE EVENLY APPLIED BY SKILLED, EXPERIENCED PAINTERS. ALL MIXING, THINNING, AND. SURFACE PREPARATION TO BE DONE IN STRICT ACCORDANCE WITH PAINT MANUFACNRER'S PRINTED RECOMMENDATIONS 12 UPON RECEIPT OF OWNER SUPPLIED VINYL WALL COVERINGS, CONTRACTOR SHALL PROVIDE FOR DESIGNER AND PROJECT MANAGER REVIEW AND APPROVAL THREE (3) 8'X10" SAMPLES FOR CONFlRM ACTUAL COLOR, PATTERN, AND FINISH. THESE WALL COVERING SAMPLES SHALL BE PROPERLY LADELED BY CROSS REFERENCING TO DESIGNER'S SPECIFIED NUMBER. 13. UPON RECEIPT OF OWNER SUPPLIED CARPET. CONTRACTOR SHALL PROVIDE FOR DESIGNER AND PROJECT MANAGER REVIEW AND APPROVAL THREE (3) 8"X10" SAMPLES TO CONFIRM ACTUAL COLOR, PATTERN, AND FINISH. THESE CARPET SAMPLES SHALL BE PROPERLY LABELED BY CROSS REFERENCING TO DESIGNER'S SPECIFIED NUMBER. 14. UPON RECEIPT OF STONE AND/OR PORCELAIN TILE, CONTRACTOR SHALL PROVIDE FOR DESIGNER AND PROJECT MANAGER REVIEW AND APPROVAL THREE (3) B"X10" SAMPLES TO CONFIRM ACTUAL COLOR, PATTERN,. AND FlNISH. THESE STONE SAMPLES SHALL BE PROPERLY LABELED BY CROSS REFERENCING TO DESIGNER'S SPECIFlED NUMBER. 15. ALL SPECIFIED FLOORING SURFACES SHALL BE INSTALLED AS DIRECTED PER MANUFACTIRER INSTRUCTIONS. i6. ALL STONE AND/OR PORCELAIN TILE WORK SHALL BE PROPERLY PLANNED TO AVOID PATTERN LAYOUT INTERRUPTIONS. 17. ALL EXPOSED EDGES OF STONE AND/OR PORCEL.41N SHALL BE PROPERLY FINISHED AND POLISHED. CONTRACTOR SHALL SEAL ALL STONE AND/OR PORCELAIN SURFACES (BOTH WALLS AND FLOOR) WITH PRODUCT SUPPLIER RECOMMENDED SEALER. 18. ALL GROUT UNES SHALL BE 1/16° UNLESS NOTED OTHERWISE (ON THE FLOOR AND WALLS). 19. CAULK ALL JOINTS EXPOSED TO WEATHER AND MOISTURE THROUGHOUT JOB SO AS TO MAKE ENTRE STRUCTURE WATER TIGHT. 20. ALL WORK SHALL BE NEAT AND TRUE, WITHOUT EXCESS MATERIAL, SAGS OR WRINKLES. CAULKED OR SEALED JOINTS SHALL BE CLEANED PRIOR TO FINISH PAINTING. ADJACENT SURFACES SHALL BE CLEANED OF EXCESS CAULKING OR SEALANT IMMEDIATELY. W W Z N ti � � V_ J W � �_ C� O � � q W U 'O �- Z V ? � a J Ornd' W Zu�� U O O Q Q � W a 0 Q W � M N � � 0 � U � � W W Y ❑ F- F ? � Q AS INDICATED A-2 ' 20' nxA20' 20—A I I enu �I — Iae (I 1(nigNa ROOM "„"�, 20(I ER E AR BR B q .N�. Ex y I I d AMROM amwaou _ erg �mou II n LmIl a � �eee II II ienu I n n n u it li � 1_ IL_ - UNIT 8206 UNIT 8205 UNIT 8204 UNIT 8203 UNIT 8202 UNIT 8201 SECOND FLOOR PLAN - BUILDING 8 SCALE: 1/8"=11.0" FIRST FLOOR PLAN -BUILDING less 1 1MNPR� OW �70NQ BE OW �ax.see� �seace I I I I I I I I �¢.sece I 1 I I I I �os.�a� I I UNIT 8304 UNIT 8303 UNIT 8302 UNIT 8301 UNIT 8306 UNIT 8305 LOFT FLOOR PLAN - BUILDING 8 SCALE: 1/8"=1'-0, THIRD FLOOR PLAN -BUILDING 8 INTERIOR SCOPE OF WORK 1. SMOOTH AND FINISH WALLS TO LEVEL FINISH. REMOVE ALL POPCORN CEILING TEXTURE. SMOOTH AND FINISH TO LEVEL 4 FINISH. 2. REMOVE CARPET AND REPLACE OR INSTALL NEW E. 3. REMOVE AND REPLACE SHEET VINYL .FLOORING WITH TILE. 4. REMOVE AND REPLACE TILE WAINSCOT. PROVIDE WONDERBOARD BACKING. 5. REMOVE CABINETS AND INSTALL NEW CABINETS. REMOVE AND RE -USE (E) QUARTZ COUNTERTOPS. 6. REMOVE AND REPLACE SINK. INSTALL NEW FAUCETS AND DRAIN. 7. REMOVE AND REPLACE CABINETS AND COUNTERTOP. NEW COUNTERTOP TO BE QUARTZ. 8. REMOVE AND REPLACE WATER CLOSET. 9. REFINISH (E) TUB. INSTALL NEW FAUCET, SHCWER HEAD AND DRAIN TRIM. 10. REMOVE AND REPLACE BATH ACCESSORIES (2 EACH): TOWEL BARS, PAPER HOLDERS, MIRRORS, CUSTOM BUILT-IN MEDICINE CABINET. REMOVE AND REPLACE APPLIANCE (BY OWNER). 12. REMOVE AND REPLACE WATER HEATER. ADD SHELF TO SUPPORT. 13. REMOVE AND REINSTALL DOOR. INSTALL NEW TRIMS IF REQUIRED. SAVE JAMB, REPLACE ALL DOORS FOUND TO BE BEYOND RESTORATION BY ARCHITECT. 14. NEW DOORS. (REMOVE EXISTING) 15. INSTALL NEW GRAB BAR. REMOVE AND REPLACE WITH GYPSUM BOARD. 17. NEW BUILT-IN SHELF. 18. REMOVE AND RE -INSTALL SAFE (BY CLIFFS PERSONNEL), 19. REMOVE AND REPLACE LAVATORY. 20. PAINT EXISTING WOOD RAILINGS. urvl i o�ua FLOOR PLAN ELECTRICAL SCOPE OF WORK ELECTRICAL NOTES • ALL ELECTRICAL WORK TO BE DONE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE COUNTY OF KAUA'I, THE CURRENT EDITIONS OF THE NATIONAL ELECTRIC CODE, LIFE SAFETY CODE, THE AMERICAN ELECTRICIANS HANDBOOK (BY CROFT),. AND APPLICABLE INSTRUCTIONS OF MANUFACTURERS OF EQUIPMENT AND MATERIAL SUPPLIED FOR THIS PROJECT. • ALL WORK TO BE PERFORMED IN A NEATLY EXECUTED AND WORKMANLIKE MANNER. • ANY DEVIATIONS FROM THE PLANS AND SPECIFICATIONS TO BE REFERRED TO THE ENGINEER PRIOR TO IMPLEMENTATION FOR APPROVAL. • BALANCE ELECTRICAL LOAD AT PANEL • COORDINATE AND SCHEDULE POWER OUTAGES WITH OWNER. • PROVIDE EQUIPMENT GROUNDING AS REQUIRED BY CODE. • ALL EXPOSED WORK SHALL BE IN CONDUIT. • ANY ALUMINUM CABLING SHALL BE INSTALLED WITH ANTI -OXIDATION COMPOUND. • ALL RECEPTACLES SHALL BE COMMERCIAL GRADE WITH THE DEVICE COLOR AND PLATE TYPE TO BE VERIFIED BY THE ARCHITECT. RECEPTACLES REQUIRED BY CODE TO BE GFCI SHALL BE INSTALLED, • MAINTAIN THE FIRE RATING OF PENETRATIONS THROUGH PARTITION WALLS WITH APPROPRIATE MEANS. • ALL WORK SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE AS PER CODE. • ALL FEEDERS ARE TO BE COPPER UNLESS OTHERWISE NOTED. IF THE ELECTRICAL CONTRACTOR WISHES TO CHANGE TO ALUMINUM, HE SHALL PROVIDE A LIST OF FEEDERS TO THE ENGINEER/ ARCHITECT FOR APPROVAL. • ALL ELECTRICAL NOTES AND CONNECTIONS SHOWN ON THIS PLAN ARE FOR FIXTURES AND EQUIPMENT SHOWN ON THE DESIGNER'S FURNITURE, FIXTURE AND EQUIPMENT LAYOUT ONLY. FOR ADDITIONAL BUILDING ELECTRICAL REQUIREMENTS, SEE ARCHITECT, GENERAL CONTRACTOR OR OWNER. • ALL DIMENSIONS ARE GIVEN FROM FINISH WALL AND/OR CENTER LINE OF COLUMNS TO CENTER LINE OF OUTLETS, OR FROM CENTER LINE OF OUTLET TO CENTER LINE OF OUTLET UNLESS NOTED OTHERWISE. HEIGHT OF OUTLETS ARE GIVEN FROM FINISHED FLOOR TO CENTER LINE OF OUTLET. • ELECTRICAL CONTRACTOR SHALL CONNECT ALL ELECTRICAL EQUIPMENT AND FIXTURES AND WILL PROVIDE ANY INTERNAL WIRING IN FIXTURES. SPECIFICATIONS SHALL BE PROVIDE UPON REQUEST OF DESIGNER. • ACCESS HOLES OR CHASE SHALL BE PROVIDED IN THE FABRICATION OF FIXTURES AT BACK SPLASHES, ETC. FOR CONVENIENCE OUTLETS BUT ELECTRICAL CONTRACTOR SHALL PROVIDE EXTENSION SHIELDS AS REQUIRED. • THE SYMBOLS ON THE ELECTRICAL PLAN INDICATE LOCATION AND TYPE OF CONNECTION ONLY. ELECTRICAL CONTRACTOR SHALL PROVIDE CIRCUITS AND CONDUIT RUNS AS REQUIRED. • -DESIGNER'S ELECTRICAL PLAN IS PROVIDED FOR THE SOLE PURPOSE OF INDICATING THE LOCATION OF OUTLETS, TYPES OF CONNECTIONS FOR EQUIPMENTS AND ELECTRICAL LOADS. ELECTRICAL CONTRACTOR MUST COMPLY WITH ALL THE CODES RELATED TO THE INSTALLATION, WIRING AND HOOK-UPS OF EQUIPMENTS. • ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL GENERAL LIGHTING AND SPECIALTY LIGHTING. ELECTRICAL CONTRACTOR SHALL ALSO PROVIDE POWER FOR DECORATIVE FIXTURE MOUNTED COMPONENTS, REMOTE SWITCHES AND ELECTRICAL STUB. • ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ALL FIXTURE MOUNTED OUTLETS FROM STUB -OUT NOTED. • ELECTRICAL CONTRACTOR SHALL HANG AND INSTALL DECORATIVE LIGHTING SUPPLIED BY OTHERS AND SUPPLY LIGHT BULBS AS REQUIRED. • ELECTRICAL CONTRACTOR SHALL MAKE FINAL CONNECTIONS. • ELECTRICAL CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS REQUIRED TO INSTALL AND COMPLETE THE ENTIRE WORK SHOWN HEREIN; WITH ALL ROUGH -INS, CONNECTIONS, TEST AND CERTIFICATION. ONLY THOSE PARTS SPECIFICALLY CALLED OUT AS FURNISHED BY DESIGNER OR OTHER SUB -CONTRACTOR ARE EXCLUDED FROM THIS RESPONSIBILITY. THIS INCLUDES ALL LAMPS, WIRING, SWITCHES AND DISCONNECTS. • ALL EXISTING ELECTRICAL OUTLETS WITHIN SCOPE OF WORK THAT WILL REMAIN WHICH ARE AFFECTED OR NOT AFFECTED BY DEMOLITION AND NEW CONSTRUCTION SHALL BE INSPECTED FOR DAMAGES AND SHALL BE REPAIRED OR REPLACED TO MATCH EXISTING IF DEEMED NECESSARY. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WI T.1 ALL EXISTING CONDITIONS. HE SHALL MAKE AN INVENTORY OF ALL EXISTING OUTLETS, SWITCHES, LIGHT FIXTURES, SMOKE DETECTORS, FANS, ETC. REMOVE AND REPLACE ALL ELECTRICAL RECEPTACLES AND SWITCHES IN EXISTING ELECTRICAL CODES. ALL REWIRING SHALL BE PER SPECIFICATIONS AND CONFORM TO CURRENT ELECTRICAL CODES. INSTALL NEW OUTLETS AND SMOKE DETECTORS AS SHOWN ON PLANS AND AS REQUIRED BY THE CODE. INSTALL NEW TELEPHONE AND T.V. OUTLETS AS SHOWN ON PLANS. CIRCUIT BREAKERS IN EXI' REMOVE AND RE -INSTALL REMOVE AND REPLACE LI( REMOVE, CLEAN AND/OR ELECTRICAL LEGEND �IRACK LIGHTING RECESSED LIGHT e9 WALL LIGHT y CEILING LIGHT Qp CONVENIENCE OUTLET QPna FCI RECEPTACLE Qp7 WP GFCI RECEPTACLE �mr 220V RECEPTACLE $�w 3—WAY SWITCH $ SWITCH ELECTRICAL PANEL G ELECTRIC METER T.V. OUTLET 4 TELEPHONE SMOKE DETECTOR CEILING FAN NOTE: NO NEW WIRING OR CIRCUITS FOR THE PROPOSED SCOPE OF WORK. EXISTING PANEL SCHEDULE TO REMAIN. UIVII iSJUU ELECTRICAL PLAN E-1 PLANNING DEPARTMENT SHORELINE SETBACK APPLICATION FOR OFFICIAL USE ONLY: SSD 201 - Acceptance Date: - t Website Pasting Date: - tj Determination Date: Plannmg Commission Date: Expiration Date: Planner Assi ed: Instructions: File all information requested under Part A for processing the Determination of Applicability (§8-27.1), including signature page. Fill out Parts A and B if you know that your parcel will require a Certified Shoreline Survey, due to the proximity to the shoreline. If you are proposing a permitted structure or subdivision within the shoreline setback area fill in Part C. For applications involving a variance, complete Part D. Project A licant Information Applicant: p "i A)()AL�� p� _ Mailing Address: C1 O� . '287 Phone: 37u--2 zclz y a 'L Email: g'4� (I? L�1l? Applicant's Status: (Check one) ❑ Owner of the Property (Holder of at least 75% of the equitable and legal title Lessee of the Property Lessee must have an unexpired and recorded lease of five (5) years or more from the Authorized Agent date of filing of this application. If not, Owner(s) must provide a Letter of Authorization. Attach Letter of Authorization Transmittal Date: 6�o -f Information (attach additional sheets; if necessary) County Zoning District: Tax Map Key(s): a 2Le 71 Land Area: W,-77JZI Af444 Nature of Development: (Description of proposed structure or subdivision) t% NO PERMITS WILL BE ISSUED WITHOUT PLANNING COMMISSION ACCEPTANCE, EXCEPT AS PROVIDED IN §8-27.8(c)(8) Part A Shoreline Setback Determination of Applicability (§8-27.1) Check all that apply, fill in applicable information. Any box checked must be accompanied by additional information, photos and/or documentation. 1. Pr�erty is Abutting the Shoreline Proposed project's approximate distance from shoreline (based on aerial map): ft. 2. Prope y is Not Abutting the Shoreline Proposed project's approximate distance from shoreline (based on aerial map): ft. 3. Additional Information: ❑ Shoreline Change (Erosion/Accretion) Rate: ft./year (Information available here: wawa�v.soest.liaNvaii.edu/coasts/kauaicountV/KCounty.htrnl ® Number and description of parcels (including roads, buildings, structures) between Shoreline and this parcel: -1- PLANNING DEPARTMENT SHORELINE SETBACK APPLICATION Topography (undulating, flat, slope, etc.) and ground elevation of subject parcel (1, Shoreline type (e.g. beach, dune, rocky, sandy with rocky outcropping etc.) i Artificially armored Shoreline If checked, what type of armoring (e.g. seawall, revetment, bulkhead): Llis the armoring permitted/authorized? Date of authorization (attach copy of authorization letter): Is property in coastal floodplain (if checked, what zone)? ;L> Has this property been subject to coastal hazards (i.e. flooding erosion, tsunami, etc.) in the p � fi'v Kilt and PLEASE NOTE: Any misrepresentation of information in this shoreline setback application will result in revocation of this determination and may result in fines and criminal prosecution. Applicant's Signa ure 3 Signa re Date Applicability €to he completed by Planning Department) PL Setback Determination necessary. Requirements of Ordinance No. 979 are applicable. ❑ Setback D t mina n ' OT necessary. Requirements of Ordinance No. 979 are not applicable. etor or esignee Date If Part A has been dwill be necessary, the additional information will be required for submission of this application. Part B A non-refundable processing fee of one hundred dollars t $ 1 m}li.W shall accompany a request for determination. (§8-27.8(e)) An aerial map/image (ex. Google Maps or Google Earth) with a line drawn from the shoreline/vegetation line (approximate shoreline) to the proposed project and the calculated distance in feet. {� A detailed Plot Plan to scale with all existing and proposed structures including driveways, visible lot coverage, setbacks and measurement details, fences, gates, and walls, etc. Building Permit Number (If building plans submitted) -2- 6/21/SJ PLANNING DEPARTMENT SHORELINE DeterminationExemption Exemption l In cases where the proposed structure or subdivision satisfies the following four criteria: (A) In cases where the proposed structure or subdivision is located outside of the Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map (FIRM) `V' or `VE' flood zones; (B) The proposed structure or subdivision is located at an elevation which is thirty (30) feet above sea level or greater; (C) The applicant can demonstrate to the satisfaction of the Planning Director that the property is clearly adjacent -to a rocky shoreline and that it will not affect or be affected by coastal erosion or hazards; and horeline setback shall be sixty (60) feet from the certified shoreline which has been established not more than twelve (12) m from the date of the application for the exception under this section. Exemption 2 In cases where the applicant can demonstrate to the satisfaction of the Planning Director that the applicant's proposed structure or subdivision not affect beachprocesses, impact public beach access, or be affected by or contribute to coastal erosion o ards, excluding natural disasters. Factors to be considered shall include, but not be limited to, proxi the shoreline, topography, properties between shoreline and applicant's property, e history of coastal hazards in the area. Exemption 3 Pursuant to §8-27.7, those structures and uses found exempt in Table 3 (see pg. 7) including repairs and renovations to a lawfully existing structure, including nonconforming structures, provided that: (A) The repairs DO NOT enlarge, add to or and the structure; increase the size or degree of non -conformity; or intensify the use of the structure or its impact on coastal processes; (B) The repairs DO NOT constitute a substantial improvement of the structure; and (C) The repairs are permitted by the Comprehensive Zoning Ordinance, Development Plans, building code, floodplain management regulations, special management area requirements under FIRS Chapter 205A and any other applicable rule or law. ❑ Letter from the Department of Public Works stating that the proposed project does NOT constitute "Substantial Improvement," pursuant to §8-27.2 (If applicable, will require valuation of project). Exemption Determination 6 to be completed by Planning l7eDaxtnnenfl ® Pursuant to §8 27.3 the Kauai County Code, 1987 as amended, the Planning Department hereby certifies the proposed structure rsubdivision(s) as exempt from those shoreline setback determination requirements established under §8-27.8. ❑ Purs t to -27.7 the ua ' County Code, 1987 as amended, the proposed structure(s) is permitted within the shoreline se ack at While w pt froo those shoreline setback determination requirements established under §8-27.8, the p pose structures is s *cc to th o .7(b). (Seepg. 8) g Di for r design Date ,y[d Additional co ntditio ��- 3- s�nm