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KODIAK ISLAND BOROUGH LANDFILL SUB LT 1A - ZCP 12/12/2023 (6)r` I O O W W G) 0 0 0 o r 0 0 o m n v 3 ^ m g jV� v a m m � 0 0 0 0 D D D D n c > > > > p nn 7 X X X % N 0 0 0 0 W d % nd nd nd l0 lD lD N O m c c c c m o n o a s S S 9 3 o V 7 � o Q UI N N � 7J O 000003 y �/• y o r oo _, UI N N O O UI VI C + fT O O O O O J f rt a m rA V„f Jeanne Miller From: Kathlyn Peters Sent: Wednesday, July 27, 2016 3:22 PM To: Jeanne Miller Cc: Dora Cross s Subject: Journal Entry for Variance Application - Landfill Scale Shack Attachments: Scanned from KIB EFLAS3.pdf Importance: High Hi Jeanne, Jack is waiting for payment to process this Variance Application. Could you please process and e-mail me a copy of the journal entry for the $250.00 application fee, this project is using the asset account 530163.120. Dave and I just spoke with Dora in regards to this. Thank you, Kathie Peters Projects Assistant / Engineering & Facilities Dept. Kodiak Island Borough (907) 486-9210 Phone (907)486-9347 Fax kpeters@kodiakak.us KODL1KISLAND BOROUGH Engineering & Facilities Department MEMORANDUM DATE: July 27, 2016 TO: Community Development Department FROM: David Conrad, E/F Projects Office RE: KIB Landfill Scale Shack Variance Request The purpose of this variance request is to allow for the placement of an Sft. x 20ft. Conex Office / Scale Shack to be allowed within the required fifty foot setback for industrial zoned property. The KIB has purchased and installed new scale software to replace the antiquated software. This new software allows for the use of video cameras to capture images of the vehicle license plate and the load inside any open vehicle. Once set up with regular customers it will remove the requirement for the customer to leave the vehicle and walk across the parking area to the current scale shack location. For non -regular commercial customers, the customer will be able to stay in their vehicle and speak to the scale attendant for the initiation of an invoice or be directed to the correct location to place their municipal waste. This will reduce the safety hazards from heavy equipment and vehicle traffic as well reduce the wait time for the customers. The proposed location of the scale shack is 16 feet to the North West of the state property line for Monashka Bay Road. This request is being made to place a converted 20ft. x 8ft. conex within the set back to allow for the previously described customer interface. The conex will be placed and secured to engineered concrete foundation blocks. Future plans will construct a steel deck to allow customers to enter the conex office directly from the scale. If you require additional information regarding the information presented please contact the KIB E/F Projects Office at your convenience. Page I of I (0^ 313E Q60 Hlgh%%z), Swtc I jcncao, Alas" 99301 C)07.5M.2093 C! T_k721 1:5LANE) P-=),Fi L-L- ef!:)F e I 6--�7 L�I..IIJEX D6-FF 7';CI-4 SE l4z-,o I— t? • r'N r C L 9360G14 icrHibhua 5 it 10 r:. �J�G. r—� �7FFrLEL,b�1�.7 x FDA- ® I ® I © Juncau, Alaska 99801 5 ♦ ! phnnc 9 '.386 2093 Gs 907.586 209 ter- ` - — - --- - — - ENL' G�IzAf7� X R I F4 (6r4 /OJ �JJ Q •1 O`� �1.1D G1"LL4v�— Q uo} /5. Gt toss - rn VI � I. 4 'I D>=o - TZ1 - )h.-r- -,,e44 �Ttti.l �S �P1NyiE� w Y N D �LIL Tam �a �e5 SEA x+�E� Z) 956 Gl,,.--ir H.;.. jumau.. l a k 9 phanr 9 5 �' 2 Fix 9 '62-:9, 011 —ve-44 F' DLI-L -E GG� 4=10 i5 NFJ<aNT LEITN., 7OFd SoTmM j2F-��FdiZLL 31 O�d�-bl�No E3 t w,pT*' gbbNbbK. ESN 15PD Z,� TyP ToP� BaTrr�t-t . G M�.000 � G�Av� SEAM r Er�ta 1-3 5 & E 3 Su+s.pu cr- T .4Y Blip Ct�ClP� L r•s l 3 q GAt...v .A-30 .T ! GT�.LF SEF-AM I �p Le7G.LF T/ bl� S � I"G7f�7r..- CeP O � oF- � Lam-T.n�G Goo ry I e - D rN A ,�t,/ST C.oNNE�X G/Q clrwc r� S �rGo Cra 14-4 v � r'l L 936U Gh ar I I1g6u 4c1 Sc;r I�,A ® I ® I ® 'lncau, Alaska 9)40j i! phonc 907 596 2093 fax 907.956 2699 1 n I �I I G-lO — Ifz11�z �zllzf��3z5� GA�V G � Ta Cio �e G C? I � GAO To Gib r, C C 93GOGlan<r Fhgh%�% ® I ® I m Juneau. Alaska 9 '8 I phonc 90-386 2093 6s 90-.386 2099 _. e � YOIl Y,41,4(1 /� C -O� ro U D NOT O� O 8 _W+IICp So L-TT Z=A Lv G�2AI.�E ovE„tI-M 7P4II 0 • G IT rvr- 2.�Z 5t1J�W�l> Q e5e- MAX 4-44 re rp GP 4 �o"GG Ma x 3/P� POST /-F�/Li�tll� STRUCTURAL GENERAL NOTES CRITERIA CODE: 2009 EDITION OF INTERNATIONAL BUILDING CODE (IBC) AS AMENDED BY THE STATE OF ALASKA AND CITY OF KODIAK STRUCTURAL RISK CATEGORY LOADS: SNOW FLAT ROOF SNOW. 40 PSF DECK LIVE LOAD 100 PSF OFFICE LIVE LOAD 50 PSF WIND LOADS: WIND SPEED 130 MPH (3-SECOND GUST) EXPOSURE- C SEISMIC LOADS SITE CLASS: D Ss = 1.78g, Fa = 1.00, Sds = 1.19g S1 = 0.66g, Fv = 1.50, Sd1 = 0.66g DESIGN CATEGORY D IMPORTANCE, le = 1 0 R=3.0 Cs = 0.40g FOUNDATION: FOUNDATION HAS BEEN DESIGNED FOR AN ALLOWABLE SOIL PRESSURE OF 3000 PSF BASED ON THE ANTICIPATION OF ENCOUNTERING SANDY GRAVEL OR GRAVEL SOILS (TYPE 3 PER IBC TABLE 18062) AT THE LIMIT OF EXCAVATION. CONTRACTOR SHALL VERIFY CONDITIONS IN THE FIELD AND REPORT TO BOROUGH PROJECT MANAGER CONTRACTOR SHALL PROOF COMPACT SOILS AT THE LIMIT OF EXCAVATION WITH A MINIMUM LEVEL OF EFFORT OF 8 PASSES WITH A WALK -BEHIND VIBRATORY PLATE COMPACTOR OR DOUBLE DRUM ROLLER WITH A MINIMUM RATED FORCE LEVEL OF 14,000 POUNDS IF UNDESIRABLE SOILS INCLUDING SOFT MATERIALS, TRASH, DEBR'S, MUCK, ARE ENCOUNTERED, OVER EXCAVATE UNTIL A FIRM MINERAL BEARING STRATA IS ENCOUNTERED. REPLACE UNDESIRABLE MATERIAL WITH WELL GRADED SANDY GRAVEL, PLACED IN LOOSE LIFTS NOT TO EXCEED 12 INCHES AND COMPACTED WITH 0 0 e^ A MINIMUM LEVEL OF EFFORT OF 6 PASSES WITH A WALK BEHIND VIBRATORY PLATE COMPACTOR WITH A MINIMUM RATED FORCE LEVEL OF 14,000 POUNDS. MATERIALS AND CONSTRUCTION BASE COURSE BASE COURSE SHALL BE WELL -GRADED SANDS AND GRAVELS AND MEET THE REQUIREMENTS OF Di GRADING, AGGREGATE BASE COURSE PER THE ALASKA DEPARTMENT OF TRANSPORTATION AND PUBLIC FACILITIES STANDARD SPECIFICATIONS FOR HIGH WAY CONSTRUCTION, SECTION 703. PLACE BASE COURSE IN LIFTS NO GREATER THAN 6 INCHES IN LOOSE THICKNESS AND COMPACT WITH A MINIMUM LEVEL OF EFFORT OF 6 PASSES WITH A WALK- BEHIND VIBRATORY PLATE COMPACTOR WITH A MINIMUM RATED FORCE LEVEL OF 14,000 POUNDS CONCRETE MIXING, PLACING, AND CURING OF CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE IBC. PROPORTIONS OF AGGREGATE, CEMENT AND WATER SHALL BE SUCH TO RESULT IN A DENSE WORKABLE MIX WHICH CAN BE PLACED WITHOUT EXCESS SURFACE WATER. A MIX DESIGN, WITH RECORDED CYLINDER TEST RESULTS SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO MOBILIZING CONCRETE EQUIPMENT TO THE SITE. MAXIMUM SLUMP SHALL BE 4 INCHES PRIOR TO ADDING PLASTICISERS OR WATER REDUCERS ON SITE. 28-DAY COMPRESSIVE STRENGTH (fc') SHALL BE 4,000 PSI. CONCRETE SHALL BE ENTRAINED WITH AIR SO THAT AIR CONTENT WILL BE BETWEEN 5 AND 8 PERCENT. CONCRETE REINFORCING SHALL COMPLY WITH ASTM A615 GRADE 60. LAP REINFORCING STEEL 50 BAR DIAMETERS UNLESS OTHERWISE NOTED. REINFORCING SHALL BE SUPPORTED AND SECURED IN PLACE PRIOR TO CONCRETE PLACEMENT USING WELL -CURED CONCRETE BLOCKS OR APPROVED STEEL CHAIRS WELDING OF REINFORCING IS PROHIBITED UNLESS SPECIFICALLY NOTED. PROVIDE MINIMUM COVER AT REINFORCING BARS AS FOLLOWS: ANY CONCRETE CAST AGAINST EARTH 3 INCHES, EXPOSED TO EARTH OR WEATHER 2 INCHES. STRUCTURAL STEEL AND ANCHOR BOLTS STEEL CONNECTORS THAT ARE NOT PRE -FABRICATED BUT OF FABRICATED STEEL SHALL CONFORM TO THE FOLLOWING: STEEL PLATES, AND CHANNELS: ASTM A36 ANCHOR BOLTS ASTM A307 OR F1554 GRADE 36, GALVANIZED PER ASTM A 153 THREADED ROD ASTM A36 BOLTS CONNECTING STEEL TO STEEL: ASTM A325 GALVANIZED PER ASTM A153 0' rl ALL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE AISC "CODE OF STANDARD PRACTICE' LATEST EDITION. ALL WELDING SHALL BE PERFORMED IN AN APPROVED SHOP BY QUALIFIED WELDERS FOLLOWING APPROVED WELDING PROCEDURES IN ACCORDANCE WITH AWS D1.1, STRUCTURAL WELDING CODE TIGHTEN BOLTS CONNECTING STEEL TO STEEL TO A SNUG TIGHT CONDITION TIMBER OTHER THAN 2X2S. TIMBER 2 TO 4 INCHES THICK SHALL BE HEM FIR NO 2 GRADE MATERIAL OR OF A BETTER GRADE, PER THE LATEST GRADING RULES OF THE WCLIB, TIMBER SHALL BE PRESSURE PRESERVATIVE TREATED PER AWPA C2 FOR IN THE GROUND CONTACT USING ACZA OR ACQ. FIELD TREAT ALL DAMAGE TO PRESSURE TREATMENT, CUTS AND HOLES WITH COPPER NAPTHENATE PER AWPA M4. 2X2S SHALL BE SUN WOOD TREATMENT, CONNECT TIMBER USING GALVANIZED BOX NAILS 2(16D RAIL TO POST, (1) 16 D 2X2 TO RAILS. ABBREVIATIONS AISC ASTM AWPA AWS (E) EQ ER EXIST IBC ICBO KIPS LB MAX MIN NO OC PCF PL PS PSF PSI STD TYP WCLIB AMERICAN INSTITUTE OF STEEL CONSTRUCTION AMERICAN S10CIETY FOR TESTING AND MATERIALS AMERICAN WOOD PRESERVERS ASSOCIATION AMERICAN WELDING SOCIETY EXISTING EQUAL EVALUATION REPORT EXISTING INTERNATIONAL BUILDING CODE INTERNATIONAL CONFERENCE OF 1000 POUNDS POUND MAXIMUM MINIMUM NUMBER ON CENTER BUILDING OFFICIALS POUNDS PER CUBIC FOOT PLATE PRODUCT STANDARD POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH STANDARD TYPICAL WEST COAST LUMBER INSPECTION BUREAU 0 9 i 1 � I _JN S� 1 `j I ' _ a J 1 ' I I � e f Ir •I• t t -CS ASHIORGANIC SOIL o/ STOCKPILE AREA - a/ /a / i I 1 STAGE i I I FINAL COVERT AREA o iATE IN TEAR FENCE ` H \ / --------------- ZOL JION 1 1 CHAIN LINK FENCE i sty R+ i� MHFL� { - BALER FACILI 0 T Q�3 SITE ENTRANCE LEGEND: f-0- KIB MAIN ACCESS ROUTES �[arvf..aG- b--�.�L1-7 �2t "��'-T" i c ADO �'�.• LINK FE SAY ROAD NOTES: 1. CONTOURS SHOWN FROM AERIAL PHOTC WITH TOPOGRAPHIC PORTIONS OF THE M CONDITIONS THAT Al CONSTRUCTION. 2. AS -DESIGNED CONTI EXCAVATION, AND FE MERGED INTO THE B TIME OF CELL 1 LINE PHASE 1 AS -BUILT C( IS RESPONSIBLE FOI PLANIMETRIC FEATU o .`•ng:''v" pip I .P 'SNOUIG OD ONIIONtl 'SNOI110N00 ONI151X3 arsem�xx amuuu..r m.wn,.rn.:.mim iiiI:I1`:dp�47 � F eg III �� /�I �, �I �k � � � kggg ygygyg3ygygyg Ts Kodiak Island Borough Print Form Submf[ by Email Community Development Department III I�III I� I� II III III I III 710 MITI Bay Rd. Rm 205 Kodiak AK 99615 Ph. (907) 486 - 9362 Fax (907) 486 - 9396 httDWwww.kcx iakak.us 24083 PROP —ID 24083 Variance Application KIBC 17.195 The following information is to Property Owner/ApplicanC Kodiak Island Borough Mailing Address: 710 Mil( Bay Rd., Kodiak AK 99615 Phone Number. 907-486-9213 Other Contact email,etrz Dave Conrad, dconrad@kodiakak.us Legal Description: Subdv: Kodiak Island Borough Landfill Subdivision Block: Lot; lA Street Address: 1203 Monashka Bay Rd.. Kodiak AK 99615 Present Use of Property: Kodiak Island Borough Landfill and Related Structures Variance(s) Requested: A variance to allow an 8' x 20' accessory building (landfill customer service and support building) to en- croach 34' into the required I -Industrial zoning 50' front yard setback on Lot 1 A, Kodiak Island Borough Landfill Subdivision. This re- quest is an effort by the Borough to improve customer safety and service by locating the building next to the existing landfill scales. (Note: use additional sheets, if needed, to provide a complete description of the proposed request.) KIBC 17.195.020 Application. An application for a variance may be filed by a property owner or their authorized (in writing) agent, The application shall be made on a form provided by the community development department and accompanied by the required fee curd skeplon (a development plan for one or more lots on which is shown the existing & proposed conditions of the lot, Including topography, vegetation, drainage, flood plains, wetlands, & waterways; landscaping & open spaces; walkways; means of Ingress & egress; circulation; utility services; structures & buildings; signs & fighting; berms, buffers, & screening devices; surrounding development; and any other information that reasonably may be required in order that an Informed decision can be made by the approving authority). Ali applications shall be available for public Inspection. KIBC 17.195.050 approval or dental. A. Approval. If it is the finding of the commission, after consideration of the Investigators report and receipt of testimony at the public hearing, that he use proposed In the application, or under appropriate conditions or restrictions, meets eft, of the Following, the variance shall be granted. Respond to each of the following standards as they apply to your request. (use additional sheets as needed) 1. That there are exceptional physical circumstances or conditions applicable to the property or to Its Intended use ordevelopment which do not apply generally to other properties In the same land use district; The longstanding location of the existing bailer building, scales, and traffic Flow for landfill operations require that the scale office building be placed near the scale to provide optimal public customer service in a safe efficient manner. Placement of the building near the scales will result in a 34' encroachment into the required 50' front yard setback for I -Industrial zoned properties that face a State highway. 7. That the strict application of the provisions of this title would result In practical difficulties or unnecessary hardship; The strict application of the I -Industrial zoning front yard setback requirement would not allow placement of the building in an area that would provide optimal positioning of the scale software, camera hardware, and customer service desk. Placing the building to meet setback requirements would negatively impact public safety by increasing customer pedestrian traffic in a high heavy vehicle traffic Row area. 3. That the granting of the variance will not result in material damage or prejudice to other properties in the vicinity nor be detrimental to the publics health, safety or general welfare; Granting of the variance will not result in material damage or prejudice to other properties in the vicinity. Granting the variance will improve public safety and general welfare by allowing the building to be placed in a manner that will reduce customer pedestrian traffic in an area that experiences high levels of heavy vehicle traffic in support of landfill operations. 4. That the granting of the variance will not be contrary to the objectives of the comprehensive plan; Granting of the variance would not be contrary to the objectives of the adopted Comprehensive Plan. 5. That actions of the applicant did not cause special conditions or financial hardship or inconvenience from which relief is being sought by a variance,' and The special conditions from which relief is being sought are caused by the longstanding location of the existing bailer building, scales, and traffic flow for landfill operations. 6. That granting the variance will not permit a probibited land use In the district Involved. Granting of the variance will allow placement of an accessory building that supports the existing permitted sanitary landfill use. Applicant Certification: therebycertifyas thepropertyowner/authorizedogent that thlsappllcatlan laP&Z Commission revfewis trueandcompMte to the best ofmyknowledge, andthatklssubmirtedinaccordance with therequirements oftheappikabie Kodiak blond eorough Code, Which Includes adetalMdsife plan forthe varioncerequest ondmayinclude optionalsupportingdasumenfatfaeas ladfcaredbelow. Additional Narrative/ History: YES Photographs: YES As -built Survey: NO Maps: YES List Other. Plans, Details and General Notes from PND En in s. Date: Jul 27, 2016 Signature: Dave tire , str Engineer CDD Staff Certification 17.105.040.A.2 CodeSection(s): and Site Plan Submitted 7 YES Cuffent Zoning: Industrial KIBC 17.105 Chapter 17.195 Date: Jul 27, 2016 CDD Staff. Jack Maker Payment Verification Fee Payable in Cashier's Office Room g 104 - Main floor of Borough Building [yz $250.00 P JUL 2 7 2016 KODIAK ISLAND BOROUGH FINANCE DEPARTMENT