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2011-09-28 Planning & Zoning Packet
CITY OF KENAI PLANNING & ZONING COMMISSION AGENDA CITY COUNCIL CHAMBERS September 28, 2011- 7:00 p.m. 1. CALL TO ORDER: a. Pledge of Allegiance b. Roll Call c. Agenda Approval d. Consent Agenda e. *Excused Absences *All items listed with an asterisk ( *) are considered to be routine and non- controversial by the Commission and will be approved by one motion. There will be no separate discussion of these items unless a Commission Member so requests, in which case the item will be removed from the Consent Agenda and considered in its normal sequence on the agenda as part of the General Orders. 2. *APPROVAL OF MINUTES: a. *September 14, 2011 3. SCHEDULED PUBLIC COMMENT: (10 Minutes) a. Rick Koch, Kenai City Manager — Kenai Bluff Stabilization Project Update 4. CONSIDERATION OF PLATS: 5. PUBLIC HEARINGS: a. PZ11 -34 — An application to rezone Tract C, Central View Subdivision from Rural Residential to Heavy industrial. Application submitted by Rick Koch, 4575 Kenaitze Court, Kenai, Alaska. 6. UNFINISHED BUSINESS: 7. NEW BUSINESS: 8. PENDING ITEMS: 9. REPORTS: a. City Council b. Borough Planning c. Administration 10. PERSONS PRESENT NOT SCHEDULED: (3 Minutes) Agenda Page 2 September 28, 2011 g 11. INFORMATION ITEMS: a. Commissioner Rogers request for excused absence for 11/9/11 and February 2012 meetings. b. Planning & Zoning Request for Legal Representation. c. Planning Commission Training. 12. NEXT MEETING ATTENDANCE NOTIFICATION: October 12, 2011 13. COMMISSION COMMENTS & QUESTIONS: 14. ADJOURNMENT: CITY OF KENAI PLANNING & ZONING COMMISSION SEPTEMBER 14, 2011 7:00 P.M. CITY COUNCIL CHAMBERS CHAIR JEFF TWAIT, PRESIDING MINUTES ITEM 1: CALL TO ORDER Chair Twait called the meeting to order at approximately 7:00 p.m. 1 -a. Pledge of Allegiance Chair Twait led those assembled in the Pledge of Allegiance. 1 -b. Roll Call Roll was confirmed as follows: Commissioners present: Commissioners absent: Staff /Council Liaison present: Chair J. Twait, T. Navarre, H. Knackstedt, K. Koester, K. Rogers P. Bryson (excused), S. Romain City Planner M. Kebschull, Council Member R. Molloy, Deputy City Clerk C. Hall A quorum was present. 1 -c. Agenda Approval Commissioner Knackstedt read the following additions to the agenda: ADD TO: 9 -c. Reports -- Administration Draft Memo Regarding Commission Request for Legal Representation at Meetings. Email Comments from H. Knackstedt MOTION: Commissioner Knackstedt MOVED to approve the agenda as amended and Commissioner Navarre SECONDED the motion. There were no objections. SO ORDERED. 1 -d. MOTION: Consent Agenda Act Commissioner Knackstedt MOVED to approve the consent agenda and Commissioner Navarre SECONDED the motion. There were no objections. SO ORDERED. 1 -e. *Excused Absences • Phil Bryson Approved by consent agenda. *All items listed with an asterisk ( *) are considered to be routine and non- controversial by the Commission and will be approved by one motion. There will be no separate discussion of these items unless a Commission Member so requests, in which case the item will be removed from the Consent Agenda and considered in its normal sequence on the agenda as part of the General Orders. ITEM 2: *APPROVAL OF MINUTES 2 -a. *August 24, 2011 Approved by consent agenda. 2 -b. *August 30, 2011 (Special Meeting) Approved by consent agenda. ITEM 3: SCHEDULED PUBLIC COMMENT -- None. ITEM 4: CONSIDERATION OF PLATS -- None. ITEM 5: PUBLIC HEARINGS 5 -a. PZ11 -33 - A resolution of the Kenai Planning & Zoning Commission recommending Kenai City Council adopts updated zoning and land use maps for the Comprehensive Plan for the City of Kenai. MOTION: Commissioner Navarre MOVED to approve Resolution No. PZ11 -33 and Commissioner Rogers SECONDED the motion. City Planner Kebschull reviewed the staff report included in the packet, noting the Parks and Recreation Commission would be reviewing the draft trails plan and draft parks plan at their meetings. Twait opened the meeting to public hearing. There being no one wishing to speak, the public hearing was closed. VOTE: PLANNING AND ZONING COMMISSION MEETING SEPTEMBER 14, 2011 PAGE 2 Navarre YES Twait YES Bryson EXCUSED Romain ABSENT Knackstedt YES Koester YES Rogers YES MOTION PASSED UNANIMOUSLY. ITEM 6: UNFINISHED BUSINESS -- None. ITEM 7: NEW BUSINESS 7 -a. Discussion -- Planning Commission Training. Kebschull reviewed her memorandum in the packet. General discussion occurred. MOTION: Commissioner Navarre MOVED to request Council approve up to three commissioners attend the Planning Commission training in Fairbanks in November and Commissioner Koester SECONDED the motion. VOTE: Navarre YES Twait YES Bryson EXCUSED Romain ABSENT Knackstedt YES Koester YES Rogers YES MOTION PASSED UNANIMOUSLY. 7 -b. Discussion -- Holiday Meeting Schedule. Kebschull reviewed the memorandum included in the packet. General discussion occurred. MOTION: Commissioner Navarre MOVED to cancel the November 23 and December 28 Planning and Zoning Commission meetings and requested UNANIMOUS CONSENT. Commissioner Koester SECONDED the motion. There were no objections. SO ORDERED. ITEM 8: PENDING ITEMS -- None. ITEM 9: REPORTS 9 -a. City Council -- Council Member Molloy reviewed the Council meeting of PLANNING AND ZONING COMMISSION MEETING SEPTEMBER 14, 2011 PAGE 3 September 7, 2011, noting the presentation by Nash and Associates regarding an assisted living facility they would like to build in Kenai, the passage of Ordinance No. 2546 -2011, and the approval of the street name Pearson Avenue. Molloy also reviewed the Clerk recruitment process and the October 14 work session. 9 -b. Borough Planning -- None. 9 -c. Administration -- Kebschull reported the following: There would be a Kenai Peninsula Borough Board of Adjustment hearing on September 23 at 10:00 a.m. if the commissioners were interested in attending. • A work session on the Comprehensive Plan would be scheduled for October 12 from 6 - 7 p.m. • The Commission's request for legal counsel was reviewed and would be submitted to Council for its September 21 meeting. Kristine Schmidt, 513 Ash Avenue -- spoke against full time counsel, noting the time constraints and suggested asking for an as needed" basis. ITEM 10: PERSONS PRESENT NOT SCHEDULED -- None. ITEM 11: INFORMATION ITEMS 11 -a. Commissioner Koester request for excused absences (October 26 and November 9, 2011). MOTION: Commissioner Navarre MOVED to excuse Koester from the October 26 and November 9 meetings and requested UNANIMOUS CONSENT. Commissioner Rogers SECONDED the motion. There were no objections. SO ORDERED. 11 -b. State of Alaska Draft FY' 12 -15 Statewide Transportation Improvement Program ITEM 12: NEXT MEETING ATTENDANCE NOTIFICATION 12 -a. September 28, 2011 No commissioners requested an excused absence for September 28, 2011. ITEM 13: COMMISSION COMMENTS & QUESTIONS Navarre suggested attending the October 14 Council work session with concerns regarding Beaver Loop Road. PLANNING AND ZONING COMMISSION MEETING SEPTEMBER 14, 2011 PAGE 4 Rogers thanked Kebschull for her work. Koester requested a status report on the K -Beach bike path; Molloy had no report. Knackstedt asked about the work on Main Street Loop. Molloy reported it was being repaved. ITEM 14: ADJOURNMENT MOTION: Commissioner Navarre MOVED to adjourn and Commissioner Rogers SECONDED the motion. There were no objections. SO ORDERED. There being no further business before the Commission, the meeting was adjourned at approximately 8:11 p.m. Minutes prepared and submitted by: Corene Hall, CMC, Deputy City Clerk PLANNING AND ZONING COMMISSION MEETING SEPTEMBER 14, 2011 PAGE 5 eke cdy cf KENA SKA Suggested by: Administration CITY OF KENAI RESOLUTION NO. 2011 -67 A RESOLUTION OF THE COUNCIL OF THE CITY OF KENAI, ALASKA, AUTHORIZING THE CITY MANAGER TO ENTER INTO AN AGREEMENT WITH THE DEPARTMENT OF THE ARMY IN THE AMOUNT OF $253,844.50 TO COMPLETE A FEASIBILITY STUDY FOR THE KENAI RIVER BLUFF EROSION PROJECT. WHEREAS, the Secretary of the Army is authorized by Section 116 of the Energy and Water Development and Related Agencies Appropriations Act, 2010, Public Law 111- 85 to carry out structural and non - structural projects for storm damage prevention and reduction, coastal erosion, and ice and glacial damage in Alaska, including relocation of affected communities and construction of replacement facilities; and, WHEREAS, the Lower Kenai River has eroded the Kenai River Bluff through the original town site of Kenai at an estimated rate of three feet per year, causing the loss of public and private infrastructure, buildings, and lands; and, WHEREAS, the Department of the Army, Corps of Engineers, has received multiple Congressional appropriations to undertake planning and studies to determine the feasibility of the construction of an erosion control structure to halt the erosion of the Kenai River Bluff in the area of the original town site of Kenai; and, WHEREAS, Section 105(a) of the Water Resources Development Act of 1986, Public Law 99 -662, as amended (33 U.S.0 2215(a)), specifies the cost sharing requirements applicable to this study, which requires a fifty percent (50 %) local share for costs which exceed $100,000.00; and, WHEREAS, the total estimated cost of the study is $640,989.00, and the estimated non- Federal Sponsor's contribution is $270,494.50, less an in -kind contribution of $16,500.00; and, WHEREAS, the State of Alaska has provided appropriations in the total amount of $4,000,000.00 to the City of Kenai for this project which may be used for the non- Federal Sponsor's contribution; and, WHEREAS, for the project to move forward it is necessary to prepare the final Feasibility Study which will include the following tasks: 1. Project Management 2. Project Formulation 3. Economic Analyses 4, Environmental Coordination and Completion of National Environmental Policy Act (NEPA) Documentation 20 Resolution No. 2011 -67 Page 2 of 2 5. A Biological Assessment of Beluga Whales in the Kenai River below the Warren Ames Bridge, submitted to the National Marine Fisheries Service (NMFS) 6. A Biological Assessment of Stellar Sea Lions at the mouth of the Kenai River, submitted to the NMFS 7. Real Estate Documentation 8. Engineering 9. Cost Estimating NOW, THEREFORE, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF KENAI, ALASKA, that the City Manager is authorized to enter into an agreement with the Department of the Army in the amount of $253,844.50 to complete a Feasibility Study for the Kenai River Bluff Erosion Project. PASSED BY THE COUNCIL OF THE CITY OF KENAI, ALASKA, this 21st day of September, 2011. ATTEST: Corene Hall, Acting City C,1€ `k Approved by Finance: PAT PORTER, MAYOR New Text Underlined; [DELETED TEXT BRACKETED] 21 KENAI ALASKA ntala e with a Past, Gi with a Future' 9 �' MEMO: 210 Fidalgo Avenue, Kenai, Alaska 99611 -7794 immispi Telephone: 907 - 283 -7535 / FAX: 907 - 283 -3014 'rlir 1992 TO: City Council FROM: Rick Koch DATE: September 14, 2011 SUBJECT: Resolution 2011 -67 The purpose of this correspondence is to recommend Council approval of the above - referenced resolution. The effect of this resolution is to authorize the City Manager to enter into an agreement with the US Army, Corps of Engineers (COE), for the creation of a "Final Feasibility Study" to be accomplished by the COE. The City would be responsible to provide funding in the estimated amount of $253,99430, and for in -kind contributions of $16,500.00. The source of the City's matching share is from State of Alaska capital appropriations totaling $4,000,000.00 of which $2,250,000.00 has already been appropriated to this project by the City. This Study, including the National Environmental Policy Act (NEPA) documentation, and Environmental Impact Statement (EIS), is generally the final planning document prior to final design and construction. It is Administration's view that this is very positive step for this important project. The attached draft of the agreement contains the City's written comments which are being incorporated into the document by the COE. Thank you for your attention in this matter. 22 ch \K r \c S\d \201 l\won\ US Army Corps of Engineers Alaska District KENAI BLUFF STABILIZATION KENAI, ALASKA PRELIMINARY DESIGN 15JUNE2011 KENXXX PN XXXXX INV. NO. DACW85 -03 -D -0002 Omrina j X— xxx —o —ox Sheet 1 of 24 u \U s \ua a\Rvo o KENAI BLUFF STABILIZATION 1 I II 1 1 , KENAI, ALASKA PRELIMINARY DESIGN - KENXX)UPN m000c, 15JUNE2011 INV. NO. DACW85-03-D-0002 I 1 , e 1 , ALASKA DISTRICT U.S. ARMY CORPS OF ENGINEERS SCHEDULE OF DRAWINGS SHEET LAYOUT j ;9M FtEF. M. SHEET TITLE REF. SHT; N M. SHEET TITLE _ — GENERAL 1 0-1 COVER, VICINtt, N40 L0CA1041 2 2 -2 SHEET RI010 ., G -3 LEGEND, NO'E5, AND AB8RC11AT'ONS 4 6 -4 SURVEY CONTROL 6-1 REAL ESTATE. ACCESS 8110 STAGMG E C 6 EROSION CONTROL MID 81,ANDS I C -7 FR05KIN CON -ROL AND WERANUS it MIL 8 C -1 PROJECT PLAN AND SITE FNS 9 C -2 P60311 T PLAN AND SITE MAP - _ ,' G-4, G -5; _ - .. . 10 I I C -3 PROJECT PLAN AND SITE MAP C -c PROJECT RAN AND SITE MAP 12 C -5 PROJECT PLAN AND SITE MAP 17 C -6 PROJECT PLAN 410 SRE MM 14 C -7 PROJECT PLAN AND 5ITE MAP 5 G -8 GRAD NG CFO5S SECTION: 1 16 7 C -9 — CC -i0 GPAD'NG CROSS 002117RS 1 ! § 1 i p ffi Ile i%. I, 1 -s l ''. �l^ ... '?i I Viiina 1 IM Ili i 1 G -7, L -2 GRADING CROSS SECTIONS M 18 C'I TYPICAL SECTIONS 19 C -17 ROCK REVET1AEI4T DETAILS 20 C -TJ DDRAINAGE O:TNIS 21 1 C -14 FOSCELANEOLS DETAIS LANDSCAPING PLANS 22 L -I PIAN198. P'1, 1 23 L -2 PLANTING I. 24 L -} PLAN * TAIAf NG AND 02041 TAPLAN W' _.�III�1♦ 070 O 50.7 S2f TTT �� 30.41e Fee[ Dmx1n1 % %- wax -xx -xx Shcel 2 of 24 a. . 06041.061 `acww.m rx » 1 w;o l 41 w,dl�w,wln ., w nu »06041.0 - n „ rnIe< o 06704 04706(.11 06 N106m Ton, a .(7040604 06471„ 71,04, 474.117 1 e. wan- 0,,m , aPa7a �. 39,4, ''''' 0109h• 0101,A.”0 ; bula.A a. 0.4• IA .44x04 », `"0et 12,49,7.. a . ' mw.. r ... n, , 06,2 e.,um1) t ' 7wlr -� wv.2 7. S 0 w / -_A- - „,•:,;,.;•••• . a ' /,1'/ 01 i0,46 CONSTRUCTION ACCESS AND PERM MAINTENANCE ACCESS 'FR01A MISSION AVE. 1 25■0,, a !1 d Ss • -a / j .7 1144 a f • CONSTRUCTION ACCESS AND PERM MAINTENANCE ACCESS FROM SPUR VIEW DR. TEMP STAGING 2.1 AC PERM CASEMENT 15 AC PERM E45£I1ENT (5,3 AC 2.4 AC BELOW REGULATORY HIGH WATER (25.2' MLLW) 4.1 AG BELOW REGULATORY HIGH 102 (10 1 MUM) PROJECT EASEMENT AREAS BY PARCEL 1� A RAE feet CONSTRUCT TEMPORARY CROSSING OVER RYAN'S CREEK 0001611 CONSTRUCTION IN ACCORDANCE WITH APPLICABLE PERMITS CONSTRUCTION ACCESS AND PERM MAINTENANCE ACCESS FROM LAKE ST. KEY 1 PERM EASEMENT 6.9 AC L 1.0 AC BELOW REGULATORY HIGH WATER (25.2' MLLW) 1.7 AC BELOW REGULATORY HIGH TIDE (19.1 MUM ERMENANT EASEMENT TEMPORARY EASEMENT .0..9 .0 0x.'11864 13p1 4Y9. Setubed Einem. (127041 14501 L31511e Memel R7IUee4 fawned 1'.01Lo0 814194 44u:Lree laqunetee4 Ovner Pa'e410 Oemretlp Type Uaa9. 5923/14 Easement (At real Tell Let SIx tura) Seem.. Amen. 7.0116) Ars.50 51Aleeuree (Aquae tttll Nwler 4100303 PRV VA 041 047 100% C DUJI0,ELL i:_es PTO El AL $9 ARNOR LINDA 4711934 PRV VA 106 160 67% 0 V4141. RICKY La COIIHIEL TRUSTEF' 47177_507 PUB VA 004 064 1004 C (17v„FKEN;, 4711931 PAN VA 290 131 60% 0 434 /SON .:J.IESE JOHN56111.4.NCET A/ ET AL 4 rOP30e PRV RS 514 058 70% 9 9: 1ITERJEi1IIIFERF 4711903 PR1 VA 030 035 100% 0 731PFP n'FCTHYU 4709105 PUB VA 019 0.19 10011 0 KEN21CI" ^F 4711202 PRV VA 00,9 036 10015 0 341070 FAT PIMA R TRUSTEE 3670005 4104704 PRV VA 0.19 3.19 10011 0 1,E6662 ;,Ii4PLL i R 4711603 PRV AB 0.02. 0.10 254. 0 FREITAG HERBERT& 4709303 PRV VA 021 0.21 1604: 0 07139 YErTH F 4711002 PUB VA 016 005 100% 0 .0101111 N4I441CITY OF 4709302 4709331 PUB 7A 0.32 032 10041. 0 02112)01' O6 4711607 PRV RS 007 016 4211 2369 JAIJHORILF 0L1I1K& HAR1ANF PRV VA 033 3.33 100% D VE11,1 BIBLE CHURCH 4711606 PRV VA 011 017 65% 0 HANNAHT0tEY A 8110044 4709109 PRY RS 0004 037 1% 0 ANDERSCr1 HARRY K& NEUJ2 LIAE 4711505 PRY CP.1 017 019 661: 2613 HUTCFINGS STEPHEN PAUL 3R COST 4709110 PRV CH 092 0.39 7% 0 KEHHL!PIBLE CHURCH 47115)1 PRV VA 035 035 100% 0 44,1564 LOPORER8 BUILDING CORP 4710315 4710335 PRY PRV RS VA 051 033 1008 1114 LOF51EDT DI4N4 4711502 PRY VA 014 074 1007. 0 YOUNG W !WAN C1RUIIEE 017 039 5$'j. 0 STERU112 GLENDA 4ETAL_ LICD1 NI I BILLY ESTATE 4711003 PRV VA 010 030 1007 0 CEI4TRIL PEDJIN SUL4 'ENT4L HEALTH 4710330 PRV 1X.1 063 063 10011 1500 10601E100PNA 4711004 PRV VA 327 027 19091 0 IEDDLN CLAREHCEE ER ESTATE 00 4710307 PRV VA 006 0.06 1001; 0 ERREI JUUnll6 HIL0ERBRANOGA4J L 4705'06 PUB VA 114 822 3341 0 CRY OF K(NAI 4110311 PRY VA 0.10 277 4% 0 ..L'PX RA. ",SELL. 4205502 PUB VA 022 111 72% 0 CRY 07 ICEPAI 4715912 PRV RS 043 057 76% 3137 FCSTER OAR, Lb.ATH.EE11 4715E01 PRV CH 002 114 27. 0 SHELDONDENTOt0 SH.LUHG 4710316 4710219 PRY PRY VA RS 0140 0.65 033. 1.40 91% 0 9EEL1"4ER WNALDP 4705513 PUB VA 014 SAS 4% 0 CITY OF KENAI 475 0 SEELIIIGER 00144LDP 4705606 P1.B VA 313 537 93'0 0 CRT OFK 1041 4710301 471020' 47:'007 471/9061 PUB VA 003 047 069 4% 0 KE4Al Cttt OF 47055502 P18 VA 324 1496 291% 0 7' :I FIC STAR 9E270005160 PRV VA 062 75% 0 PETERAIN ROBERT 7&501416 4705591 PRY CH 124 1.43 67%. 0 I810E0E OF SRKA& AL451i45NTH3004 , P'U8 VA 030 0,29 2744 0 71TY OF KE181 4705-703 PRY ID 072 14.00 271 0 P= .CI TIC STAR SEAF70051NC PRV RS t.13 267 421'1 637 O3 RA FAA PAULA 8CONSIEL ROGER0 pR� O PR�'VM,��S,�� US ARMY CORPS of ENGINEERS 41.7.504 VISTOICI 8 Ref erence number G -5 57.1 5 M 241 LEGEND EXISTING EURP EJ AERIAL 8A401. POINTS A DESIGN ELEVATION ANCHOR GRADING LIMITS —s— MAJOR CONTOUR ANTENNA MINOR CONTOUR AUGER POINT CENTERUAE CATCH BASIN FLOW PATH REG HIGH 0130 CATCH BASIN MAN*K)LE _ REG RCN WATER C4FANOIR --- GEDTEXTILE CCMMUNIOA770N nu —Y— CHAIN LNK FENCE ELEC181CMETER 80' CUT AREA ELECTRIC PEDESTAL 0EMOUTGN AREA COMPACIEO FILL/ FIRE HYDRANT PIT -RUN GRAVEL Gump pow IBOI ARD Etii2N3 ARMOR "A ROCK fiEME SECONDARY "B' ROCK LIGHT POLE CORE "0" ROCK MANFKILE eeT17 !ND. RIPRAP MONBomm owELL MEM SECONDARY RIPRAP NATUPAL GASMETFR )' f CRUSHED ROAD 5FC POWER PILE ROOK /BOULDER SIGN SPOT ELEVA11041 TREE I BUSH VENT PIPE WATER VALVE -.4. • /// 811801HG CONCRETE CULVERT cum ANO G3TTER EDGE OF GRAVEL (DIRT - - - EDGEDF PAVEMENT EDGE OF VEGETATION FENCE LINE GUARD RAIL REGULATORY HIGH TIDE 03.5 MLLWT REGULATORY HIGH TIDE 09.1 MLLW) MAJOR CONTOUR MINOR CONTOUR DISCLAIMER THESE DOCUMENTS HAVE BEEN PREPARED FOR A SPECIFIC PROJECT AND SHALL NEITHER BE ALTERED NOR REU5E0 FOR ANY OTHER PURPOSE. ALSO, THESE DOCUMENTS DO NOT REPRESENT AS-BUILT CONDTRON5. IF THESE DOCUMENTS ARE ALTERED INTENTIONALLY OR UN NTENTIONALLY, OR REUSED WITHOUT THE DESIGN ENGINEER'S WID TEN APPROVAL . R WILL BE AT THE 50LF RisK AND RESPONSIBILITY OF THE USER THE ACT OF ALTERING OR REUSING IS CONSTRUED AS INDEMNIFYING AND HOLDING THE DESIGN ENGINEERING FIRM AND ITS EMPLOYEES HARMLESS PROM ALL CLAMS, DAMAGES, AND EXPENSES, INCLUDING ATTORNEY FEES, ARISING OUT OF SUCH ACT. GENERAL NOTES modEC7 liaTs THE CONTRACTOR SHALL KEEP J30 S';. 341011 T SI 800JWORI{bNO GRADING ALL CONSTRUCTION ACTIVITY SHALL BE CONFNED CLEAN, HAZARD FREE AND DISPOSE OF ALL THE CONTRACTOR IS RESPONSIBLE FOR ALL SITE TO THE PROJECT UNITS (FOOTPRINT) INCLUDING DEBRIS. RU3BISH AND CONSTRUCTOR WASTE. EARTHWORK AND GRADING ACTVIT1ES TO MEET THE STAGING /STOCKPILE AREA. OESIGNATTD 4145 REMOVE ALL MATERIALS FROM THE SITE. DESIGNS IDENTIFIED IN PLAN5 AND DETAIL5. HAUL ROUES MID PROJECT FEATURES AS ALL DIST18300 STAGING AND ACCESS AREAS WHICH ARE INTENDED TO SHOW FINAL RSULT SHOWN ON THE ORAWNGS, D0 NOT DISTURB. ARE TO 8E REHABILITATED TO OF DESIGN. MODIFICATIONS MAY BE REQUIRED EXCAVATE OR WORK BEYOND PROJECT LIMITS FRE- CONSTRUCTION CON:!110N. THE TO SIR ..1011 SITE 004401 T0N5 AND SHALL 8E WITHOUT PERMISSION FROM CONTRACTNG CONTRACTOR IS RESPONSIBLE TC RECLAIM INCLU181 .1i AS -BUILT DRAWINGS PROVIDED TO OFFICER OR REPRESENTATIVE (REGRAOE AND SEED) CONSTRUCTION FEATURES CONTRArT 5C OFFICER AT COMPLETION OF N0T SPFTJFIFD AS REMAINING ON THE SITE AND CONS,RUCTION. AT THE END OF EACH DAY OF ar_f MAFLP1' . :LEAN UP ALL AREAS AT THE COMPLETION OF WORK THE CONTRACTOR SHALL MAINTAIN ALL REFn_SE^ITAT'TNS OF TRUE NORTH SHALL 401 THE CONSTRUCTION EXPOSED AREAS AS ACCEPTABLE TO COR AND BE uSEO To 10ENTIC OR ESTABUSH THE FNVIRONMFNTAI PROTECTION PERMIT REQUIREMENTS. BEARING OF TRUE NORTH AT THE 408 SITE. VERIFICATION OF MAP? NG IS THE B4CKFILL MATERIAL SHALL BE IN ACCORDANCE �_IVHEONM0NTAL PKY/MORON 15 THE RESPONSIELITY 01 T.40 CONTRACTOR, /CONTROL OF POLLUTION AND MTH THE SPECIFICATIONS ADDITIONAL IMPORTED CONTRACTOR 15 RESPONSIBLE FOR ESTABLISHING HABITAT DISRUPTION THAT MAY OCCUR TO THE FILL MATERIAL MAY BE REQUIRED FOR AND MAINTAPTINC REQUIRED DAr M, ENVIRONMENT DURING CONSTRUCTION. THE CONSTRUCTION ALONG THE LANDWARD SIDE OF BENCHMARKS, CONTROL LINES AND LEVELS. CONTRO_ OF ENVIRONMENTAL POLLUTION AND THE ARMORED EMBANKMENT IF THE OPTION 15 DAMAGE REQUIRES CONSIDERATION OF LAND. EXERCISED. ALL MATERIAL SHALL 3E FREE FROM S TY cyAID88 WATER, AND AIR. 81010010 I AND CULTURAL ORGANIC MATTER. SILTS CLAYBALLS AND OTHER SURVEY STAKING IS THE RESPONSIBILITY OF THE 3E5009014. AND INCLUDES MANAGEMENT OF DELETERIOUS MATERIALS 18008T WHERE CONTRACTOR_ SURVEY CONTROL POINTS F.XSTS VISUAL AESTHETICS NOISE; SOLID. CHEMICAL. EXPUCRLY STATED_ ON SIZE, BUT SURVEY CONTR01 UNE5 NEED GASEOUS. AND LIQUID WASTE; RADIANT ENERGY FIELD LAYOUT_ AND RA010ACT191 MATERIAL AS WELL AS OTHER POLLUTANTS. THE CONTRACTOR SHALL MINIMIZE HUM ENVIRONMENTAL POLLUTION AND DAMAGE THAT THE CONTRAC -OR SHALL COMPLY WITH ALL MAY OCCUR AS THE RESULT 04 CONSTRUCTION APPLICABLE REQUIREMENTS SET 00818 IN ALL OPERATIONS. THE ENVIRONMENTAL RESOURCES PERMITS CREME() FOR THIS PROJECT. THE WITHIN T]'E PROJECT BOUNDARIES AND THOSE CONTRACTOR I5 REOUIRED To cONPLY WITH ALL AFFECTED OUTSIDE THE LIMITS OF PERMANENT CONSTRUCTION RELATED REQUIREMENTS IN EACH WORK SHALL BE PROTECTED DURING THE ENTIRE PERMIT. DURATION OF THIS CONTRACT. 140 CONTRACTOR SHALL COMPLY WITH ALL UTILITIES APPLICABLE ENVIRONMENTAL FEDERAL, STATE. UTILITY LOCATIONS HAVE NOT BEEN SURVEYED. AND LOCAL LAWS AND REGULATIONS. IT IS THE RESPONSIBILITY CF CONTRACTOR TO PERFORM ALL UTITFO LOCATIONS )8 70-311 THE CONTRACTOR IS RESPONSIBLE FOR 10 (90 IMPLEMENTING AND UTLIZING BEST MANAGEMENT IT IS THE RESPONSIBIUTY CF( CONTRACTOR RACTOR TO PRACTICES (8MP5) TO PREVENT STORMWATER FROTECT ALL EXISTING SEWER. WATER GAS AND RUNOFF AND WATER POLLUTION DURING ELECTRIC UTIUTIES ENCOUNTERED IN THE WORK. CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL ANY RELOCATION 011 IMPROVEMENTS OF UTIUTIES PROVIDE 009 WITH STORMWATER POI.LIfTION SHALL BE ACCURATELY NOTED ON AS -BUILT PREVENTION PLAN (SWPPP) FOR APPROVAL DRAWINGS AND 155UE0 TO THE CONTRACT130 PRIOR TO CONSTRUCTION. THE CONTRACTOR OFFICER AT THE COMPLETION OF THE SHOULD USE CAUTION WHEN WORKING IN AND CONSTRUCTION. AROUND LOCAL DUMPING AREAS. IF POTENTIAL TEMPORARY CONSTRUCTION FACIULES HAZARDOUS NATERMIS ARE ENCOUNTERED, THE CONTRACTING OFFICE 51,OULC BE CONTACTED ALL TEMPORARY UTILITES AND FLCIUTIES WILL IMMEDIATELY 8F THE RESPONSIBILITY OF THE CONTRACTOR. A CONSTRUCTION TRAILER 15 NOT REQUIRED. CONSTRJCTON SPOTS AND WASTE HANDLING POTABLE AVAILABLE WATER AND 10 01484.1 8 ARE NOT COMA9LE ON SITE AND SHALL BE F ALL CONSTRUCTION SPOIL 0 AND WASTE SHAT I. BE DISPOSED OF Al" AN APPROVED DISPOSAL SHALL A CHEMICAL TOILET SUITABLE 9Y SUITABLE SITE AND /0R LANDFILL FACILITY TYPE TYPE SHALL TO PROVIDED AND AWNTAINED BY IN DIE CONTRACTOR AT AU. BLESS. THE EL FINING AND GRUELING CONTRACTOR S RESPONSIBLE FOR JOB SRE FASTING ON-SITE MATERIALS SHALL BE A DURING THE AND THE SAFETY CONSTRUCTION HUMAN LIFE, DURING THE COURSE OF 1 00141)NU THS SHALL DURING REMO D AND DISPOSELY REMOVED T L STEREO. S DISPOSED OF. COMPLETELY REMOVE STUMPS, ROOTS, WRLOW5, SHRUBS, OTHER THE DURING THE PERIOD OF CONSTRUCTION AND CON5TING THEO5, 244 DEBRIS PROTRUDING FROM THE 101400 IN IA NOT LMITED S NORMAL WORKING HOURS. THE HOURS. CONTRACTOR SHALL PR0 AREAS TO BE EXCAVATED ALL CLEARED UB GRABBED STUMPS, ROALL, WILLOWS, SHRUBS, BARRIERS 78 VIDE SE URI TOSWRY TO PROVIDE 118081(0 AND LIMBS SHALL 9E PER Y AND SAFELY TO WORKERS AND THE CONSTRUCTION CONSTRUCTION WASTE HANDL NC SPECIFICATIONS. DURING THE ENTIRELY Of THE CONSTRUCTION RucTI 0RLE5 EAL )TED TO BE CLEARER, SHALL BE PERIOD. DISPOSED OF 8l' THE CONTRACTOR 004' ABBREVIATIONS AC ACRE APPROX APPROXIMATE 808 BASIS OF 90/RING BM BENCH MARK BMP BEST MANAGEMENT PRACTICES CLR CIEAP.ANCE CUP CORRUGATEC METAL PIPE CONC CONCRETE CORI CONTINUE COR CONTRACTING O%FlCFR'5 REPRESENTATIVE 0A CSAMETER DET DETAIL 0/5 DOWNSTREAM E EAST, FASTING EA EACH EL ELEVATION EG EXISTING GRADE EXIST EXISTING FG FINISH GRADE GT ENTRANCE GRACE G2 EXIT GRADE GB GRADE BREAK CIRRI) GROUND H, HORIZ HORIZONTAL HCL HYDRAULIC GRADE UNE 10 INVERT ELEVATION INN INVERT LE UNEAR FOOT MAX MAXIMUM MIN MINIMUM N NORTH. NORTHING N/A NOT APPLCABLE NES 900 TO SCALE OC ON CENTER OD OUTSIDE DIAMETER PERM PERMANENT PCL PRIMARY CONTROL LNJE PC POINT OF CURVATURE POC POINT ON CURVE P38 MOM OF BEGINNING POE POINT DF END P POINT OF INTERSECTION PRV PRIVATE FVI POINT OF VERTICAL INTERCEPT PVT POINT OF VERTICAL TANGENCY PT POINT OF TANGENCY POT POINT ON TANGENT PUB PUBUC Q 11.03 R RADIUS R/W RIGHT OF WAY REINF REINFORCED REG REGULATORY S 5011N SCL SECONDARY CONTROL LINE SF SQUARE FEET 55 SANITARY SEWER SPEC SPECIFICATON 5TA STATION 5W SIDEWALK 5Y SQUARE YARD T80 TO BE DETERMINED 108 TOP OF BANK TOE TOE OF SANK TYP TY8 CAL LILT JNDER GROUND VERT VERTICAL W WEST WSEL WATER SURFACE ELEVATION ,0-0"1"c6 DE5�0� US ARMY CORPS OF ENGINEERS ALASKA 3(1804 9 • Rrence number. G -3 Sheet 3 ei 24 as 7 00 SURVEY TABLE UNE /CURVE LI LL W 1EN0714 BEARinl /RADIUS 0ELTA TANGENT *07 0' 41•33'57" W 41.7! 575.]' L4 25 2305C 291.72 16 L7 26 L9 C1 02 376.50 267.23 56 e0 55.21 11456 144.03 CS 459.32 64 10976 CS MSS CC C7 t9 If '9'56" E N 5,1'55' E N 63 6'75' E N 71'43'36' E N 65'40'16' E N 30'25'4' E 5 65'30'49' W 60.00 500.00 000300 990. 64,67 109'2514" 121,49 27'57.46" 233.70 26292" 54.92 514,27' 90.45 8'07'14' 64.70 104.67 45. 26'17' 160,66 10 &26 324.66 140.00 1009.00 000.00 250.00 0`OG 320.98 432'5112' ~0� +0`00 1dfW + 00 63600 C3 24.015 27.00 28.00 2; 3060 2560 tp0 Tx & C6 6 MATCH LINE STA 30 +00 sa.°° c° 00 AEROMETP.IC AERIAL MAPPING NOT=S +. Tns map ems canpTed 16 meet hed02511 0caurocy in attardance Nth ASPRS Class 6 A7eumcy Slondords. z NO *00 wee compiled (o meet vertical 0awrocy a 0ccardecee malt ASKS Cross 1 Accuracy 5tundares. Awns denoting vegetation mew on the round shat* be comider111 less °emirate list t used for erginaeeng purposes until held checked n occord0nce 2116 ASPR5 Accuracy Standardw. 4 The mop projec00n 1s Abdul Stoke phone, Zone 4, 006083 as expressed M U.S Survey Peet. Vertical dote 1e referenced to MLLW based an NOM Tidal Station "Nlldski'. This mop is based on photography omitted 09 -27 -07 0l o nominal scale al 1 " =370', t This mop produced For output at a sale of 15000' with a contour interne al I foot. PHOTO CONTROL SURVEY NOTES • The information provided sere is based on 701101 Moping produced by Aer>net4e and rontreled by fold surveys penamted by R&M Cnnsulontc. The nand photography was actikec Seplemaer 91h, 2007. R&M Control Surveys took place ie 2007 and 2008. Pmmry horizontal c0n1,0 and acrid photo central was e0ta5¢hed using SNUG GPS techniques 015 Trm0e duet frequency roomers. GPS vectors were adjusted using mmullaneou6 leoet- egacre0 methods. x Prefect coordinates ore ml0mnced t0 the Arita Cnad0 01, System of 1993 (AC5113), Iona 4 voles. reported m U.S. 9.406 Fad and 01e loosest or Toney Control 5laian '941070 CP 1' as shown on the OON'L Elgkeels drawing 'Kenai River Buff Erasion Survey Topography doted Jury 16, 2003. McLane CP . tone 4 coon/Notes = N 2.395.888 774. E 1,419,40' 413. 4 Proms bearings em W.D83 Zane * state plane add bearings based on CPS adjusted m surerrenis conairoinad at McLane CP • Poway vertu! control trod e6tab8Nle1 elf 0 c rneirolen d Nimble dual 0140ertcy GPS me0wremenle end differential leveing. GPS meavremenis 9colpa301ed Gedd041 5YNnnid levels were performed with a Lan. ONA10 digital level and bamode fed. 100 0 (00 SC44E 4 Piojed veika1 Bolan 0 r rerene4* to Mean taws tae Nola ( *INV) based on NOM TMUI Sloban N1sk, 00071.0 ID 707. 945 5760, publication dale 10/20/2003. Station Naek is referenced by 811 No. B. et al, wNdf was hid for 01 project sleval "one (91 No S els/tot%on ear =cried by meow.** to BM Nos 7 d 9), he o0W stolen 4,6560tion la 609 Alt 8 is 5945 5750 8070. S' (see PO No. AE7150). NOM NILN elevatior for BM No. 8 = 109 859 U.S. Survey Peet (33 424 meters). Etna/Ions were transferred from BM Na. 8 roughly ID roll= 8045 to De project site using the to :owing sequence' BM Plc. 8 to nearby set po'n( ®110Pential levee. CP 51 to Nona CP 1 075 do Geoid06 CP 1 to nearby Kenai BM No 31ielerentral levee. 1940 N,ol CF t a verleo0p ueolabte and IN Keno Si No. 3 has been used to contra and adjust the eleedi.1 Of CP I of each vl15 for GPS observations The most recent os0 found O 11,0h oheninum cap Nino neaby. The coo was reset list the dev02an reesli6lisbe4 from Kenai RM Nei 3. The drake Mr Kerb BM No 3. established tram 9,11(6 i, s 31.18 feet. Elevations of tidal datums referred to station Nikiski MLLW In feet: Highest 00served Water Level (12/26/1974*) 99.02 Mean Hghe• High Water (MHHW) = 20.42 Neon High Water (MAW) = 19.68 Mean 5ea Level (045_) = 11.18 North American Vertical Datum -1908 (NANDB8b,76 Mean Low Water (FILM = 2.05 Mean Lauver Low Water (MUM 0.00 Lowest Observed Water Levet (12/25/1999) _8.37 Acrid Mapping Genie 2 here 9roand PAW mng ROr 675 breadoeeel ham 0lal4n Octane CP 1. Ovations fit INA in aeos .41.21 mpage 04 Mss well where trees and brush existed. Na extreme disereponei0a were discovered f Geote .melt borehole positions were located ling RTK CF5 IageO7r Nth differential levels. 0. The contour intervd *sown is ono foot.. • Property hoes street rgh4s -00 -way, street mines, eta were taken from 670 Send Penrod* Borough (KPB) 0009, plicol Inl45Otmn Syrians (GIs) we400e. The KPB 615 nos inserted and 00 l0 p1yskal features Whin Ne 0849 napping (street intersections etc; feel 62600 175 - 00 6.100 � g CIZ ✓J/77 1.-7.17-3 43 SURVEY TABLE TANGENT LINE LENGTH BEARING DELTA LIO 04.16 5 09'45'I' W 111 0,00 N 69'45'1' E 112 0.00 0 09'40'4' w L13 199.30 N 09'43'1" E 114 246.09 0 0260116" E L13 Lie 246.73 96.90 3 75633'40" E 5 09"45150" E L07 C11 075J3 204.30 N 32'40'04 ",E 6500 *s0'02. 1NDNili 510 113 34 1210.00 6'24,41" 56.71 011 215,42 1200.00 10.17'8" 100,00 112 100.30 1200.00 44720" 00.10 C•3 61.00 60.00 772016" 48.00 0, N 2395596 06 E 1419119.93 NON IEW LEGEND • COVERED KU 11018!@07 ▪ RECOVERED PROAARYMOM6BR CAP) RFCOVESEDPII ARf0007!607OLCAP) 8ET PR1, ^ASV SURVEY CONTROL PORT Mal MARK TEM ORAHYREN0UI AWOL Ip SIOIVE( PONT RLOSREe MATCH LINE STA 30 +00 PREP \M�NAR� Ot5`GN 1 e Reference ter, G -4 Sheet 4 61 24 PRESERVE EXIST TREES OUTSIDE GR4DIN5 LIMB i L PLACE STRAW BALES AS NEEDED - ADJACENT TO CEMETERY CREEK V. PLACE TEMPORARY SILT FENCE OR TURBIDITY CURTAIN ALONG SLOPE TOE DURING CONSTRU CTI01i /CJ 0 700 SCSee Prot RTNEB 9`R. 'APPROX CUT /FILL BOY GRADING LIMIT. REGULATORY HIGH WATER (19.1• MLLW) REGULATORY HIGH TIDE (25.5• MLLW) NOTE: TOTAL PROJECT FOOTPRINT INCLUDES 3.4 AC BELOW REGULATORY HIGH WATER 5.8 AC BELOW REGULATORY HIGH TIDE MATCH LINE SEE SHEET G -7 PRE��M\N°R1 ts`GN US ARMY CORPS OF ENGINEERS Drwcr al G -6 SMat 6 of 24 N _01091 MULCH AND HYOROSEED r WITHIN PERM MAINTENANCE ACCESS EASEMENT PRESERVE EXIST TREES OUTSIDE GRADING OMIT ANS EASEMENT PLACE 709005ARY SILT FENCE OR TURGIDITY CURTAIN ALONG SLOPE TOE OUR'NG CONSTRUCTION PLACE STRAW AS NEE AOJA CENH 00 T TO CEMETERY METERY CREEK APPROX CUT /FILL 6DY CRS DING LIMIT 100 0 Tnr. sue MULCH, HY0ROSFT0 AND RESTORE r- NATIVE VEGETATION WITHIN TEMPORARY CONSTRUC "ION STAGING AREA MULCH AND HYDROSEED _ WITHIN PERM MAINTENANCE ACCESS EASEMENT ;" GRADING LIMIT \\:— REGULATORY HIGH WATER (19 I' MLLW) REGULATORY HIGH TIDE (25.5' MLLW) NOTE: TOTAL PROJECT FOOTPRINT INCLUDES 3.4 AC BELOW REGULATORY NIGH WATER 5.8 AC BELOW REGULATORY -.HIGH TIDE U5 ARMY CORPS OF ENCWEER5 ALASKS DISTRICT Y i7 2 s Reference efer bx: G -7 ,Sheet 7 of 24 NOTES: p CONSTRUCT SWA-E DItCH PER 0ET i /C -11 ..0. CONSTRUCT• EARTHEN -1361114 - - PER CET 1/C -11 Q CONSTRUCT VEGETATED ACCESS'ROAD WITH MIN 2X CROSS SLOPE AWAY FRON BLUFF 0 CONSTRUCT 15' .VEGETATED BFNCHµ, (VITH MIN 20 CROS5 SLOPE TOWARD BLUFF .1 t0NSTRJCT ADA ACCESSIBLE EOMOWALK WITI( MAY 11/720H_ SLOPE PER DET-S /C -14 ®, 60N5TRJCT LOCKING HINGED GATE FOR MAINTENANCE ACCESS CONSTRUCT PERM SECURITY FENCING \, ACCFSS GATE© 4 PE { EASEMENT FOR FUTURE DEVELOPMENT RESTRICTION ` RFCO I. ORLYE ULVEI{TS -PCL IiA D SWALE 07! H HANSfN PARK 'OAK/WALK OVERLOOK & SGMAGE.:'. r- PROVIDE GATE FENCE'7O (S) �_, - CMP CONNECTION TO SA'ALE / CONTROL ACCESS. ^ - O - TRUCT 380-LF GUARORAIC OH M155 / 1 �J-- PERM CONCRETE BARRICADE — -) swALE olife -` 9 SECURTY FENCE -*, ` }.. d. w VAC CE45 GATE C EARTHED BERM mow. CONSTRUCT WATER BARS AT 50'- SPACING PER DEr 7/6 -13 51A•2 +00 TO 4 +00 EXIST STORMWATER OUTFALL • PROTECT IN -PLACE • - RoIPY'GB, . "MATCH EC 66015 6RA106 ROCK STA 2 +10 L1NIT'OF EXCAVATION 80 60 40 20 0 0+60 MATCH EG STA 1 +35 +lO� 6100606 080ERVEO T10E +0E51014 WAVE RUNUP (34.5' MLLW) �. REGULATORY HIGH TIDE (25.2' MLLW) v MEAN HIGHER HIGH WATER (20.7' MLLW) °Y- REGULATORY 14I66 WATER (1S.1' MLLW) PLAN CUP CONNECTION TO SWALE —_ — 30 0 30 ICI SCALE FEET -4— GRADE .TO DRAIN SWALE THALWEG EC (PROJECTED TO (ILL) FG ALONG PCL PROP REG 11100 TOP PROP REG HIGHAWAJER TOP OF ARMOR ROCK • SLOPING FACE OF ARMOR ROCK TOE TRENCH BACKIILL EXIST REGULATORY HIGH WATER (10.1' MLLW) EXIST REGULATORY FEIGN TIDE (25.5' TALLY() APPROX CUT /FILL BOY rTOP OF BLUFF (PROJECTED TO PCL) i- EG ALJNG PCL 5 =0.0X ELE0+65'Ths TOP bF REVETMENT (P``ROJECTED TO PCL) �- EXPOSED TOE OF ARMOF ROCK (PROJECTED TO PCL) EXTENT OF OVEREXCAVATION (PROJECTED TO PCL) ELEV =50.5' 1 +00 2 +00 3 +00 4 +00 5+00 6 +00 7 +00 PROFILE r L l 30'30' 10' 0 10' ICI HORIZONTAL VERTICAL B +OQkO PREU 0°56 g�G -0 U Wy o R' y Y_ 5 0 F ) 1 &r eoS Va1 F Reference number: C -1 SM..t 8 ae 24 • 0E1.10 '+' T 001L01NC PAD CONSTRUCT LINED STORMWATER SETTLING BASIN DEMO EXIST BUILDING PADS (2) CONSTR CMP CULV CONNECT TO DEMO qR RELOOATE DEMO EXIST AC PVMT ANO C050 0010150 PADS (5) -! ROUTE SWALE DITCH TO BASIN DEMO 04 RELOCATE STRUCTURES EXIST STORM DRAIN IAETWORK STRUCTURE 120D' SF DEMO OR RELOCATE STRUCTURES 2100 55 \ FUTURE PRIMARY OUTLET CONNECTION TO CITY , 3000 SF EASEMENT FOP. FIfrURE \ iTORM DRAIN NETWORK BY OTHERS. DEVELOPMENT RESTRICTION • CONSTRUCT 280 LF GUARDRAIL. N• '� �OR PERU CONCRETEE BAflRICAOE. \ - j - Rry {RVIEIy �R ' • CONSTRUCT rTLASHBOARD R15E0' LEP� ` / CMP ANU FLARED OUTLET SE�CUR if [NCING ' SWALE H` � CONSTRUCTZ`iAYE - �_ �j ,_ OCMO EX15T CMP CULV -- `'� --�� i __ \ ` \ l _ CONSTRUCT RIPRAP _ \ 4 PITCH PER DET 2/C 13 . V' EARTHEN BERM US ARMY CORPS OF ENGINEERS AU5KA OSTRKT "ttoi l '1� .4 ,� � �.i -PROP REG HIGH TIDE �' •6t3 -y+- P �'- — PROP REG HIGH WATER _ � +$ ? - --. --"♦t- ~`� - - -rO Top OF -ARMOR ROC r " �- �� -.!�+ is .. __�°-_w'`.+z +_'ter _�� � - y SLOPING FACE OF ARMOR ROCK NOTES: 1Q CONSTRUCT SWALE DITCH (3 CONSTRUCT 15' VEGETATED BENCH WITH _ - TOE TRENCH BACKFILL PER 0E5 1/0 -11 MIS 25 CROSS SLOPE TOWARD BLUFF Q2 CONSTRUCT EARTHEN BERM © CONSTRUCT LOCKING HINGED ACCESS PER 0E5 1 /C -11 GATE PER PET 5/C -14 ab CONSTRUCT VEGETATED ACCESS ROAD WITH 0 CONSTRUCT 35 LF 24" DIA CMP WITH MIN 2X CROSS SLOPE AWAY FROM BLUFF HALT -ROUND CMP INLET AND FLARED OUTLET Q SECURITY FENCE 00, EXTENT OF TOE TRENCH;BACKFILL I(ENAI RIVER - -FLOW PLAN \ - PROP REG HIGH TIDE PROP REG HIGH WATER - REGULATORY HIGH WATER (19.1' MLLW) REGULATORY HIGH TIDE (23:$' MU.W) 30 0 30 IC2 SCALE FEET - -- 801. 00- 0 EL =65' TOP OF BLUFF (PROJECTED TO PCL) GRAPE TO DRAIN -1r I GRADE TO DRAIN "`_ SWALE THALWEG FG (PROJECTED TO PCL) EG ALONG PCL i- FG ALONG PCL 5 +0.00 CL°-T'S'� EL=34.5' TOP OF REVETMENT (PROJECTED TO PCL) • G HIGHEST OBS RVED IDE +DESIGN WAVE RUN(f(34 MLLW) 1- ,11 f � 17 REGULATORY HIGH TIDE (25.2' MLLW) MEAN HIGHER HIGH WATER (20.7' MLLW) REGULATORY HIGH WATER (19.1' MLLW) 8 +00 9 +00 10 +00 11 +00 12+00 PROFILE EXPOSED TOE OF ARMOR ROCK (PROJECTED TO PCI) E %TEN' OF OVEREXCAVATION (PROJECTED TO PCL) � T 1 13 +00 14 +00 15 +00 30' IG2 HORIZONTAL 30' 10' a 10' VERTICAL EL =34.5' IE +DD v�S N pRE�1M�NPR� ,G Z 8 1 9 Reference number. C -2 5414 9 or 24 6 5 4 C004. DEMO EXIST BUILDING PAD 4yf • • '0000 OR RELOCATE• .0- STRUCTURE 600 SF' W SWALE DITCH 4 . - - Q2 EARTHEN _ _ -_ 9 :CONSTRUCT PERN SECURII+' FENCING EASEMENT FOR FUTURE DEVELOPMENT RESTRICTION 3 2 f 94 �.i: .in t ay L��';L r is ti r�'w +swr s. ., a ��. n i A3 o i► frr • to, t 'T ,ty r `.3 _ } 5` r�Y•_ 5 • t ♦ �xo.•� - `T�3eti�lR ii1N4�R ,;:3 -'�yy _ Sip 10 - ••∎••"% . a_i1r _ N L- PROP REG 44106- TIDE U L PROP REC HIGH WATER - -- NOTES; CONSTRUCT SW4LE, DITCH 10 Q PER OET 1/C -11 = O a CONSTRUCT EARTHEN BERM UT + _ _ _ PER OFT 1/0 -11 S b O CONSTRUCT VEGETATED-ACCESS ROAD WITH - F MIN 25 CROSS- SLOPE AWAY FROM BLUFF 'a 1¢- © CONSTRUCT 15' VEGETATED BENCH WITH ' M ln MIN 2N CROSS SLOPE TOWARD BLUFF pe SECURITY FENCE REGULATORY HIGH WATER (19.1' MLLW) PROP REG 1.I104 TIDE PROP REG HIGH WATER TOP OF ARMOR ROCK SLOPING FACE OF ARMOR ROCK TOE TRENCH BACKFILL 100 -.— GRADE TO DRAIN / ELEVc65' ELEV -34.5' r 0 18 +00 REGULATORY HIGH TIDE (25.5' MLLW) • KENAI RIVER --FLOW PLAN n 30 30 IC3 SCALE FEET GRADE TO DRAIN —� y_NICHESt OB5ERVO0 710E +DESIGN WAVE RUNUP 134.5' L)I.LW) REGULATORY HIGH TIDE (25.2' MLLW). V MEAN HIGHER HIGH WATER (20.7' MLLW) REGULATORY HIGH WATER (19.1' MLLW) i TOP 'OF BLUFF (PROJECTED TO PCL) ''� SWALE THALWEG PG (PROJECTED TO PCL) r EG ALONG PCL ALONG PCL 100 - -BO ELEV =65' STA 20 +73 TO STA 22 +75 ZONE A TO ZONE B TRANSITION TOP OF REVETMENT (PROJECTED TO PCL) ELEVc33.0' ZONE B' HIGHEST OBSERVED 110E +DESIGN -WAVE RUNUP (33.0' MLLW) [EXPOSED TOE OF ARMOR ROCK (PROJECTED TO PCL) 17 +00 I0 +00 19 +00 20 +00 PROFILE EXTENT OF OVEBEXCAVATION (PROJECTED TO PCL) r ( 21 +00 22 +00 r ` 1 30' 30' 10' 0 10' 1C3 HORIZONTAL VERTICAL -80 -20 23 -'J0 US ARMY CORPS OF ENGINEERS WSW. 55013C) a 4, i d i 0 :13 i; g' 0) ! R^ erence Umber: C -3 *Sheet 10 of 2' 6 DENP EXIST COP CULVERT ANC FIA HBOARD RISE' REGRAOE STORMW TER. SETTLING BASIN A1-10 PLACE LINER \ ROOTE SWALE DIT H TO BASIN FIORE PRIMARY ' UTLET 1 CONNECTION TO C STORM -1)AIN NETWORK B OTHERS SWALE DITc • T7EA9THEN BERM —•__ -- PENINSULA AVE. - DEMO EXIST BUILDING PAD 2300 5F DEMO EXIST BUILDING PAD I. DEMO OP RELOCATE STRUCTURES 2200 SF .CONSTRUCT FLASHDOARD RISER.. CMP AND FLARED GUILE! .EONSTpLICT RIP RAr V -DIICw PER 0EI32 /C -1)+� • ® CONSTRUCT GATE. SIGNAG0 ®AND BOARDWALK OVERLOOK DEMO EXIST BUILDING PAD 0EM0.OR . RELOCATF STRUCTURES 2200 5F CONSTRUCT BO LF'GUARDRAIL OR PERM CONCREjEE BARRICADE •I • • EASEMENT FOR FU7,URE • - DEVELOPMENT RESTRICTION ®CONSTRUCT PERM -!\ 0060150 FENCING Q ,_ ID 0 20 2 REGULATORY HIGH WATER (19.1' ML1W) REGULATORY HIGH TIOE_(25.5' MLLW) TOP O• ARMOR ROCK SLOPING FACE OF ARMOR ROCK 10E TRENCH RACKFILL ... KENAI RIVER -FLOW NOTES: tO CONSTRUCT SWALE DITCH PER DET 7/C 11 CD CONSTRUCT EARTHEN BERM .® PPR llET 1/C -11 - • z y CONSTRUC M IN C5 15' 5 SLOP VEGETATED ET TED BENCHU H WITH COARDW9NSTRUCT 10 ADA SILE t4 BO PER DET ACCES 5 /C B- PROP REG HIGH TIDE CONSTRUCT LOCKING HINGED CATS 020 - 1 - - PROP REG HIGH WATER MAINTENANCE ACCESS V O MM CONSTRUCT ACCESS ROM ROAD BLUFIFN ® CONSTRUCT 35 LF 24- DIA CMP WITH ® SEE SHEET (-13. SCHEMATIC. HALE -ROUND CMP INLET ANC 05AREO OUTLET DRAIN PIPE PROFILE ` Q9 SECURTIY FENCE PLAN ('T\ 30 a 30 _ -- FEET 1C4 SCALE PROFI LE (-71"1 30' 1C4 HORIZONTAL 0 +00 30 t0' 0 10' VERTICAL 31 +00 ��``�`NpR32�1N 51G Q lEi ita re! F t m a� c a Reference mbar. II at 24 al C -4 I !TOP OF BLUFF (PROJECTED TO PCL) J ~ �J ELEV -65' GRADE TO DRAIN — 1+— GRADE TO DRAIN 1 S =0.0% SWALE TNALWEC FG; (PROJECTED TO PCL) /-EG ALONG PCL ELEY =65' I ELEV =33.0' f`/ I HIGHEST OBSERVED TIOEADESIGN WAVE RUNUP (33.0' MLLW) { I 1 FC. ALONG PCL - TOP OF REVETMENT (PROJECTED TO PCL) - ELEV= 33.0' I I I REGULATORY HIGH TIDE (25.2' MLIW) + MEAN HIGHER HIGH WATER (20.7' MILW ) REGULATORY HIGH WATER (19.1' BALW) ' EXPOSED TOE OF ARMOR ROCK (PROJECTED TO PCL) - nn .,-...,. ._. .... 4 EXTENT OF DVEREKCAVATION (PROJECTED TO PCL) PROFI LE (-71"1 30' 1C4 HORIZONTAL 0 +00 30 t0' 0 10' VERTICAL 31 +00 ��``�`NpR32�1N 51G Q lEi ita re! F t m a� c a Reference mbar. II at 24 al C -4 ACCESS OATS A1 STA 41+40' PLrA u,4 � . 4yF'. EASEMENT FOR FUTURE DEVELOPMENT RESTRICTION CONSTRUCT WATER BARS AT 50' SPACING PLR OLT 7/C -13 • STA 34 +75 TO 30 +25 NOTES: •_ SWALE 161.611-t.) 7- EARTHEN BER140,.., CONSTRUCT PERM SECURITY FENCING CONSTRUCT PERM SECURITY FENCING 0 CONSTRUCT SWALE 011CH PER DET 1/C -11 • ® CONSTRUCT! EARTHEN BERM PER DET 1/C -11 ® CONSTRUCT vEGETATEO ACCESS ROAD W TH MIN 215. CROSS SLOPE AWAY FRnA4 BLUFF '• © CONSTRUCT "15. VEGETATED BENCH WITH MIN 2/0 CROSS SLOPE TOWARD - GLUE,', QB CONSTRUCT LCC<IN6 HINGED GALE FOP MAINTERANCE ACCESS 0 SECURITY FENCE ;.n U5 ARMY CORPS OF ENGINEERS AIASYA DIS1RI0T CONSTRUCT WATER -OAFS AT 50' SPACING PER OET 7/0 -13 STA 34 +75 TO '38 +25 CONSTRUCT FERN _ SECURITY FENCING PROP REG HIGH TIDE PROP REG HIGH WATER 144/4I RIVER TOP OF ARMOR ROCK SLOPING FACE 0V-ARMOR ROCK TOE TRENCH BACNFILL - .REGULATORY HIGH WATER (19.15 MLLW) REGULATORY HIGH TIDE (25.5'.9119) STA pEET C-6 • -GRADE TO DRAIN SWALE THA.WEG FG "(PROJECTED 70 PCL) ' • ELEY =65' 5 =0.0X EG ALONG PCL ,n A J ,c{ PLAN BLUFF (PROJECTED TO PCL (-1 N% iCS 30 SCALE .10.0% a 3o FEET STA 38 +25 _ MATCH EG treks sFN'0p ofA7F. a 1001— Y- TOP OF BLUFF (PROJECTED TO PC.) 80 FG ALONG PCL ELEY =33.0' 141014050 OBSERVED 710E +OESIOM WAVE RUNUP T0P OF REVETMENT (PROJECTED TO PCL) (33:0' MLLW) I REGULATORY HIGH TIDE (25.2' MLLW) MEAN HIGHER HIGH WATER (20.7' MLLW) 37 +00 ' ENO REVETMENT 5TA EXPOSED 70E OF ARMOR ROC 0OJECTED TO PCL) EXTENT OF OVEREXCAVATION (PROJECTE.D TO PCL) 34 +00 PROFILE 35+00 1 105 HORIZONTAL 30' ( 36 +00 30' 10' 0 10' VERTICAL 37 +00 38 +00 50 00 FG ACONG'PCL- EL 69.6 EL 31.5 TOP OF REVETMENT _ (PROJCCIEO T' PCL) STA 51 +35 • BEGIN REVETMENT EXPOSED TOE OFCI) ROCK -i I(51050 TEO TO PCL) I EXTENT OF OVEREXCAVATION (PROJECTED TO PCL) 51+00 PROFILE n 105 105 IJ Ralerapca number: C -5 Shwl 9 . of 24 G 5 4 3 • / , � a — _ I/,/ / i I Ir µ � 6 1 II,�( AZµ ` 00- KENAI SENIOR CENTER 100 • EASEMENT FOR FUTURE - DEVELOPMENT RESER CT1ON \ — ACCESS GATE © OO CONSTRUCT PERM • SECURITY FENCING CONSTRUCT ACCESS PO NT O /r ARDWALK OVERLOOK AND SIGNAG�_ - • — - ll- - PROP REG HIGH TIDE PROP REG HIGH WATER NOTES: iQ CONSTRUCT SWALL DITCH ^ PER DET 1 /C -1' ® CONSTRUCT' EARTHEN BERM PER DEF 1/C -11 (21 CONSTRUCT VEGETATED ACCESS ROAD W1T4 1019 2X GR055 SLOPE 4 ✓40 FROM BLUFF (- SWALE DITCH - J EARTHEN BERM (7 CONSTRUCT 15' VEGETATED BENCH WITH MIN 200 CROSS SLOPE TOWARD BLUFF O CONSTRUCT ADA ACCESSIBLE BOARDWALK PER DET 5/C -14 J CONSTRUCT LOCKING HINGED GATE FOR MAINT(NANCE ACCESS O SECURITY FENCE • �-- - -- . – x °ai �.�. • .' °'lY;' -r +Y" ` -' "lit eta -sw •: r 1 :74, o ! yR _— -- G q" Sir -_r �. y} �a '�!a,��fF- �ff.-.�JSas�]ira *�_� ! ,•.1�� - 'e �._ a� .. -a��� PROP REG HIGH POE TOP OF ARMOR ROCK LL PROP REG HIGH WATER U REGULATORY HIGH WATER ('9.1' MLLW) REGULATORY HIGH DOE (25.5 MLLW) SLOPING FACE BA OF ARMOR ROCK TOE TRENCH OACKFILL ' PL4N EXTENT OF TOE TRENCH BACKFILL (1'), 30 IC6 SCALE 30 FEET KENAI RIVER -FLOW F- W W SO 4l+ U 1— C Q Eti_ L TOP OF 81000 (PROJECTED TO PCL) --------- — - - - -- GflADE TO GRAIN — - 1� SWALE THALWEG FG (PROJECTED TO PCL) — o 5 =0.0 [EC ALOVC PCL �F0 ALONG PCL FL 60.0' EL 69.5' EL 3'..5' ♦ HIGHEST 005E9000 T1DE+OESIGN WAVE RUNUP 31.5' MLLW) REGUATORY 1110H TIDE (25.2' MLLW) �� l7 MEAN HIGHER HIGH WA -ER (207' -MLLW) -�_- _3 _REGULATORY HIGH WATER (19.1' MLLW) E1 31.5' TOP OF REVETMENT (PROJECTED TO PCL) 52 +00 53 +00 5A ♦00 EXPOSED TOE OF ARMOR ROCK (PROJECTED TO PCL) r. EXTENT OF OVEREXCAVATION (PROJECTED TO PCL) 55 +00 56 +00 57 +00 PROFILE (.2"-s) 30' 0 30' 10' Ica FIORI7.ONTAL 56 +00 10' VERTICAL 59 +00 RE�'�M`N�R� D DS��N E P Z 4 s z Reference number b C -6 94.11 13 41 24 EASEMENT FOR FUTURE _. DEVEI OPM ENT RE STR!GTION TTY CONSTRUCT PERM SECURITY FENCE , =_0+ALE DITCH y� /� ® X x • .EARTHEN BERN-- —T- 47-7TX_ _ =� ;" t ofik -_x CONSTRUCT FLASHBOARO R15ER CAP AND FLARED OUTLET - ROUTE SWALE DITH TO .INLET 0 CONSTRUCT 610640 V -01006 PER DET 2/ -13 0 CONSTRUCT GALE� / ff 1- •' / /'i/ NOTES: 0 CONSTRUCT . SWALE 01604 . PER 01 1/0 -11 0 CONSTRUCT EARTHEN BERM PER OET 1/0 -11 ® CONSTRUCT VEGETATED- ACCE55 ROAD WITH �, MM 2X CROSS SCOPE AWAY. FROM BLUFF �q CONSTRUCT i5' VEGETATED BENCH WITH MIN 2X CROSS SLOPE TOWARD BLUFF 0 CONSTRUCT LOCKING HINGED GATE FOR MAINTENANCE ACCESS 0 CONSTRUCT 35 LF 44 'TIIA OMP WITH • HALF -ROLND CMP INLET. AND FLARED OUTLET 0 SECURITY FENCE - CONSTRUCT +ATEA BARS AT' 50'.SPACING PEP DET 7/C -13 • 5TA,65 + <2 TO 67160 a 70P OF ARMOR ROCK SLOPING FACE OF ARMOR ROCK TOE TRENCH BACKflLI 100 KENAI RIVER -4—FLOW REGULATORY NIGH WATER (19,1 1411W) REGULATORY HIGH TIDE (25.5' MLLW) �r•CONSTRUCT ROCK DRAIN MATCH 00. END ARMOR R001C STA 65 +70 . • T --v q w 4.4,4 rte= I. PROP REG HIGH TIDE PROP REG +104 WATER' PLAN 1 PLACE FILTER FABRIC /— 4110 I. .THICKNESS 6 ROCK, LAYER PACIFIC. SEASTAR FOODS (71.."\ 1 30 0 30 107 SCALE FEET - EL 65.0' EL 31.5' 40 20' 0 -- 60 +00 TOP OF BLUFF (PROJECTED TO PCL) GRADE TO DRAIN — "— SCALE THALWEG FG (PROJECTED TO PCL} u r EC. ALONG PCL 2 p /l/ 06 410N0 PCL HIGHEST OBSERVED TTOE +DESIGN WAY LI RUNUP 000 OF REVETMENT (PROJECTED TO PCL) p (31.5' MLLW) f V REGULATORY HIGH 110E (25.2' MLLW) MEAN HIGHER NIGH WATER (20.7' MUM) •EXPOSED TOE OF ARMOR ROCK (PROJECTED TO PCL) EXTENT OF OVEREKCAVATION (PROJECTED TO PCL) GRADE TO DRAIN 5 +7ACR; - '- 060 M06 ROCK STA STA 67 +60 MATCH EG 61 +00 62 +00 63 +00 64 +00 65 +00 PROFILE 30' IC7 HORIZONTAL 65 +00 30' 10' VERTICAL 0 10' 57 +0D C•-°14 pR (s o°�51�N n U5 ARMY CORPS OF ENGINEERS ALASKA 01510+1 Pg J'1,4 •e r z a 3z w h Reference number: C -7 Lieet 14 of 24 6 5 4 3 2 IOC 04' CO 40 20 2+00 -BO- -40 0 6+00 100 ; ID ea 100 100, 80 80 80 40 40 00 20 1200 5.'80 0 7+00 3+00 -• loo HD 20 - 60 60 !;40 20 00 ao 40 20 00 80, 60 so 1,40 40 40 1fC 4,-00 leo 1o0 :ao - 90 30 60 60 40 40 20 0 f30 100 100 50 80 0 8400 40 50 60 05 60 60 40 40 0 0' 120 -AO 100 100 5+00 oo 60 40 -40 0 40 MO 120 9+00 100 -40 0 40 • 2+00 MO 280 100 00 60 40 110 100 15+00 4.00 4. 100 100 ao 50 60 GO 40 40 20 20 80 ,A 40 BO 120 19+00 40 .80 120 !SO -40 100 101, • -40 80 60 - 20 20 40 aa 125 580 19+00 -40 0 40 110 100 60 ,70 -40 0 CROSS SECTIONS (1-N, SCALE: 1-IA30 Ica 0 40 60 40 .20 12% 400 so 40 00 4210 3. 0 40 00 0 KEY SE EXCAVATE ALLUVIUM SESE EXCAVATE ALLUVIUM BACKFILL ALLUVIUM CESF EXCAVATE TILL BACKFILL ALLUVIUM CE EXCAVATE 1111 SF 1 LL ALLUVIUM CF ru. ALLUVIUM/TILL MIX NOTE: EXISTING GROUND SHOWN 114 CROSS SECTIONS BASED ON 2D00 TOPOGRAPHY. CONTRACTOR SHALL CONDUCT TOPOGRAPHIC SURVEY PRIOR TO CONSTRUCTION TO VERIFY CHANGES TO THE EXISTING CONDITIONS. US ARMY CORPS OF ENGINEERS 844051,8 DIMLY 44I .1■1•■■,,, -5 %J O; 041 10e. • g GRADING CROSS SECTIONS I C-8 Shod 15 42 24 126 - • 1140 100 • 20 +00 20 100 60 60 0 DO ce 00 00 6 8a -4a 0 40 83 00 • 00 60 - 40 40 - 70 30 20 2 - 0 60 21 +00 40 SO 100 104 a0 80! 60 1O 40 40 - • 20 20 120 -°00 25 +00 26 +00 IC 80 - 80 20 130 0 - 0 90 100 100 '50 80 40 40 100100 -- 80 e0 30 +00 40 40 20 20 a 48 32 +00 34 +00 SO 100 80 37 +00 — :Ion ee0 1200 CROSS SECTICNS SCALE 1 " =30' IC9 100 100 31 +00 60 60 40 40 20 20 6 20 6 -6c 100 100- - 80 CO 60 40 40 30 20 35 +00 KEY 5E EXCAVATE ALLUVIUM SESF EXCAVATE ALLUVIUM BACKFILL ALLUVIUM CESF EXCAVATE TILL DACKTILL ALLUVIUM CE EXCAVATE TILL SF FILL ALLUVIUM CF FILL ALLUVIUM/TILL MIX JJQTE: EXISTING GROUND SHOWN IN CRO5S SECTIONS BASED ON 2006 TOPOGRAPHY. CONTRACTOR SHALL CONDUCT T0400RAPHIC SURVEY PRIOR TO CONSTRUCT704 TO VERIFY CHANGES TO THE EXISTING CONDITIONS. - 80 SO 40 uo 800 20 0 20 99E\.01-0.;( v�s`GN U5 ARMY CORPS OF ENGINEERS ALASKA 051008 • a _r I S PyN .751 • ,e 11, Reference number C -9 51011 15 W 24 52 +00 Z8,2 -40 100 55'410 120 280 -40 0 56 +00 40 00 53 +00 ICS 100 100 100 54+00 Da 0 00 • 40 40 20 20 6. 120 -60 100 100, 80 80, 60 60 57 +00 50 50; SO 60 20 20' -0 0 - 020 -60 100 100 40 so so, �\ 60 60 '40 40 • 70 2D 0 0 120 -e0 55 +00 20 6D 1241 0 - 100 0 62 +00 CO 80 20 • eo • no o 2 =so 0 86 +00 62+00 40 80 100 40 CO 1200 • - 100 80 40 80 120 0 PHASE _1-_ EXCAVATE 5E PHASE 2 FXCAVAIE 5E5F, CESF !800 CE (IF P305040) SEY 5E EXCAVATE ALLUVIUM SESF EXCAVATE ALLUVIUM BACKFILL ALLUVIUM CE5F EXCAVATE TILL BACKFILL ALLUVIUM CE EXCAVATE TILL SF FILL ALLUVIUM CF FILL ALLUV.UM/TILL MIX CROSS SECTIONS (11 SCALE: 1'-30' /CI0 120 NOTE, EXISTING GROUND SHOWN IN CROSS SECT 0145 BA5E0 ON 2006 TOPOGRAPHY_ CONTRACTOR SHALL comma- TOPOGRAPHIC SURVEY PRIOR TO CONSTRUCTION TO VERIFY CHANGES TO THE EXISTING 004101T10145. PHASE 5 CONST. 01-IASING n SCALE: NTS IC /0 FILL pR,�� \M \NPR 100 40 6 0 8 2 Ws Wirt • Reference er hey. C -10 Sheet IT 41 24 GRADE TO MATCH EG WITHIN PROJECT EASEMENT, MAX CUT /FILL 5H:1V -, EASEMENT FOR FUTURE DEVELOPMENT RESTRICTION APPROX. 40' ...APPROX. 20' PERM. ACCESS 1 APPROX. 0' 12' EXISTING DEPOSITS ALLUVIAL . EXISTING TOP OF BLUFF (ELEVATION VARIES 64' -90' MLLW) 12 EXCAVATE NATIVE GRANULAR. MATERIAL FOR REUSE IN FILTER LAYER 1' MINII 6" MIN BERM DETAIL ER0510N 'I_ CONTROL FABRIC %90 OR GOMPAGr IN 9. UFTS GRANULAR BACKr:u. UPPER SLOPE SURFACE TREATMENT DETAIL CONSTRUCT FENCE AT PERMANENT PROPOSED R/W a5' nPt 122 GROUND WATER SEEPAGE PLANE APPROX EL 55' -CONSTRUCT 15' BENCH (SAFETY RAILING AND SURFACE TREATMENT FOR BIRDING TRAIL 81' OTHERS) EXCAVATE NATIVE GRANULAR MATERIAL AND REPLACE AFTER FILL BELOW 15 COMPLETE REMOVE LAG GRAVEL W'THiN 10' OF PROPOSED BLUFF FACE EROSION CORRROL PABRIC I 18' BETWEEN GE0GR105 JTGi COMPACT IN R" 1.1121S CEOGRIOS AT EVERY GEOMEMBRANE VARIES 1 TO 3' SWALE DETAIL EXISTING LAG GRAVEL TO BE FIELD - LOCATE D_/ 10' MIN - =-) EXCAVATE GLACIAL TILL AND MIX WITH GRANULAR MATERIAL FOR USE AS FILL BEHIND ARMOR ROCK. REPLACE WITH IMPORTED OR BAC'FILLED GRANULAR MATERIAL AND COMPACT IN LIFTS 10' MIN LOWER SLOPE GEOGRID AND SURFACE TREATMENT DETAIL - FINISH GRADE SLOPE AT 1.5H:1V PLACE 1' TOPSOIL WITH EROSION COYTRDL FABRIC AND VEGETATE IN PHASES -PLACE PERVIOUS FILTER FABRIC BENEATH GRAVEL LAYER TO ALLOW WATER SEEPAGE AND PREVENT PIPING KEY IN 1' MIN GRANULAR BACVFILL FILL WITH MPORTED OR BACK FILLED GRANULAR MATERIAL TO A MINIMUM DEP'H OF 10' AND / COMPACT IN LIFTS-I EXISTING GLACIAL TIL EXISTING TOE OF BLUFF (ELEVATION VARIES 18' -24' MLLW) /-SEE ARMOR DETAILS C -12 10' MIN FILL WITH IMPORTED MATERIAL OR BACKFILLED GLACIAL TILL. MIX WITH ALLUVIUM AS NECESSARY FOR COMPACTION AND COMPACT IN LIFTS STA 2 +10 TO 36+50 AND STA 51 +50 TO 65 +20 TYPICAL SECTION SCALE: N S C11 Reference number C -11 „Shoat 11 of 24 oftli Ego .-411.11ta- 4111 EXISTING TOE OF BLUFF / ''�'�•�� ���� (ELEVATION VARIES 18' -24' MLLW) 't:l4:T64.2, . - 4.2 FT —ARMOR ROCK W50 =1280 LBS LAYER THICKNESS 5.0 FT B ROCK SUBLAYER W50 =128 185 LAYER THICKNESS 1.7 FT PLACE GEOTEXTILE BENEATH BEDDING KEY IN I MIN 1.5' GRAVEL BEDDING TOP OF REVETMENT HIGHEST OBSERVED +DESIGN WAVE (34.5' MLLW) REGULATORY HIGH TIDE (25.2' MLLW) MEAN HIGHER HIGH WATER (20.7' MLLW) -- REGULATORY HIGH WATER (19.1' MLLW) MIX FINES, GRAVELS, AND COBBLES KEY IN GEOTEXTILE 1' MIN IN TOE TRENCH BACKFILL BELOW EG STA 0 +00 TO STA 21 +75 TYPICAL SECTION (A') SCALE: 39 012 ARMOR ROCK W50 =600 LBS LAYER THICKNESS 3.8 FT EXISTING RIVERBED (APPROXIMATE BANK SLOPE RH:1 V) PLACE EXCESS TILL MATERIAL AND GRADE "0 MATCH EXISTING GROUND WITH SMCOTH SLOPE 7— B ROCK SUBLAYER W50=60 LBS TOP OF REVETMENT / LAYER THICKNESS 1.4 FT •H HIGHEST O85ERVED +DESIGN WAVE (33.0' MLLW) //r- 1 REGULATORY HIGH TIDE (25.2' MLLW) EXISTING TOE OF BLLFFF (ELEVATION VARIES 18' -24' MLLW) PLACE GEOTEXTILE BENEATH BEDDING KEY IN 1' MIN 1.5' GRAVEL BEDDING KEY IN GEOTEXTILE 1' MIN MEAN HIGHER HIGH WATER (20.7' MLLW) 7 `•a`-� REGULATORY HIGH WATER (19.1' MLLW) 3.3 FT EXISTING RIVERBED (APPROXIMATE BANK SLOPE 8H:1V) PLACE EXCESS TILL MATERIAL AS TOE / /MIX FINES, GRAVELS, AND COBBLES NOURISHMENT AND GRADE TO MATCH IN TOE TRENCH BACKFILL BELOW EG �" EXISTINGGRDUND WITH SMOOTH SLOPE STA 21 +75 TO STA 45 +00 TYPICAL SECTION n SCALE: NTS (C12 ARMOR ROCK W50 =600 LBS LAYER THICKNESS 3.8 FT 8 ROCK SUBLAYER W50 =60LBS LAYER THICKNESS 1.4 FT EXISTING TOE OF BLUFF (ELEVATION VARIES 18' -24' MLLW) 1.5' GRAVEL BEDDING 3.3-FT TOP OF REVETMENT HIGHEST OBSERVED +DESIGN WAVE (31.5' MLLW) REGULATORY HIGH TIDE (25.2' MLLW) MEAN HIGHER HIGH WATER (20.7' MLLW) REGULATORY HIGH WATER (19.1' MLLW) EXISTING RIVERBED (APPROXIMATE BANK SLOPE 8H:1V) PLACE EXCESS TILL MATERIAL AS 70E NOURISHMENT AND GRADE TO MATCH EXISTING GROUND WITH SMOOTH SLOPE MIX FINES, GRAVELS, AND COBBLES PLACE GEOTEXTILE BENEATH BEDDING / IN TOE TRENCH BACKFILL BELOW EG KEY IN GEOTEXTILE. 1' MIN NOTE: FOR ADDITIONAL FACTOR OF SAFETY, ROCK SHALL BE UNIFORM IN SIZE AND SELECTIVELY PLACED. ADHERING TO PLACEMENT AND GRADATION REQUIREMENTS PER SPM AND PROJECT SPECIFICATIONS KEY IN 1' MIN STA 45 +00 TO 70 +00 TYPICAL SECTION SCALE: NTS IC12 PR�v�`�PR� O£5`G� US ARMY CORPS OF ENGI '.EERS AIAS A MRi9C9 e Reference mb9, c -12 Sh..1 19 of 24 PENINSULA AVE NOTE: PRIMARY BASIN OUTLET CONNECTED TO CITY STORM DRAIN NETWORK TBD, F_ASHBOARD RISER AND V—DITCH ACT AS SECONDARY OUTLET FOR EMERGENCY OVERFLOW ONLY. INFILTRATION BASIN FLASHBOARD RISER _ I ACCESS ROAD 2' MIN FLARED END .1A11 r SECTION --■ ., (—RIP RAP; V—OITCH 5-55 SCHEMATIC DRAIN PIPE PROFILE TYPICAL DETAIL I'M SCALE, NOT TO SCALE C-13 2.5' 2 5' GEOTEXTLE FABRIC 51.I5 FLARED SKIRT 2 DIA fl - ‘ONNEOTOR 5E0110N 4' MIN 5 Tt. - - , • 2.2' A - • -•-• ...'"...,..„....„._WELL—GRADED ANGULAR RIP RAP D50-12-, 0100.06" CR F1LL VOIDS WITH USHED AGGREGATE AND 2.5 COMPACT WITH VIBRATORY COMPACTOR RIPRAP V—DITCH TYPICAL DETAIL SCALE, NOT TO SCALE C-13 /—RIPRAP V—DITCH MATCH EXISTING GROUND SURFACE ‘"RIPRAP V—DITCH FLARED END SECTION TYPICAL. DETAIL (.7") SCALE, NOT TO SCALE 0-13 BACKFILL NATIVE 1/x MATERIAL OR CLASS B BACKFTLL PIPE ZONE r— L RiA0 CRUSHED OCK BEDDING "-0 PEA GRAVEL FOR RESTORATION SEE STABILtAFTITCNRUROC7IPTIE GEOTEXTILE- FABRIC TRENCH DETAIL TYPICAL DETAIL (T) SCALE. NUT TO SCALE 1-13 15" CHANNEL (SEE DETAIL) TRASH RACK WEIR FACE 71- x 6- WOOD RANK STOP LOG PARTIAL PIPE RISER 9-.4 STRAP AND BOLT OUTLET CONDUIT TO CONC. FOOTING OUTLET CONDUIT NO. 4 REINFORCING BAR SPACED I 2" C—C EACH WAY 2' 3" RAN 4 CHANNEL FOR WOOD "55 (570? 10 2• x 6" WOOD PLANK STOP LOGS - 2x245/16 ANGLE BRACE TO BE j PLACED AT A ! MAX. OF 2' C—C 1/4 FLOIIBLE COLLAR 42" ERA. 155 16 GAGE GALVANIZED 24- DIA. HELICAL CMP 16 GAGE GALVANIZED 12" 5557705 A—A FLPSHBOARD RISER PLAN AND SECTION TIPICAL DETAIL SCALE OT TO SCALE 5-13 PROFILE CONSTRUCT BERM AND TRENCH AT 30 DEG SKEW TO PCL • I - - r 1 1 1 WATER BAR TYPICAL DETAIL \ SCALE, NOT TO SCALE 5-13 FIELD INSTALLATION OF CONCRETE AND REINFORCING BARS NO. 4 REINFORCING BARS SPACED 12- C—C EACH WAY US ARMY CORPS OF ENGINEERS ALM. 71.51.600 • [5407 22 5 24 ,, Reference numb... C-13 C 5 4 3 GRADE 2 STRAW BALES SHALL BE CERTIFIED 'WEED FREE" AND NOT HAY BALES. BALES SHALL BE SECURED WITH W00D OR METAL STAKES DRIVES 2 FEET 8460 GROUND. 3" MINUS GRAVEL SHALL BE PLACED AT A DEPTH OF 4" ON 1145 UP— GRADIENT TOE OF THE BALES. BALES CAN BE REMOVED WHEN VEGETATION IS ESTABLISHED. zTRAW BALE 8' -0' POST FACE TO FACE (MAX.) Ir. ■■•:■ ■p■u■ 111••1111111 iiiiiiiiiiiliiiio iiiiiiiiiipiiiib A • •lIU••M•111■ H_______ mimp m __ lIImmie� 0lIll CONCRET FOUNDATION INSTALL 1 x 6 BOARDS �(n.p,) VERTICALLY. 2 x 6'5 6• GRAVEL BASE TO ACCOUNT FOR GRADE SLOPE OR BE HORIZONT CHANGES. 0485 EQUALLY3/8" SPACE (6 CCMt}ACTEO SUBGRADE (rte.) II ELEVATION 4 x 4 •REARED WOOD POST (TYP.) MEC1•4440AL UNIT SIDE LAWN AND STREET SIDE 1 x 6 TREATED WOOD PICKET (17P.) SILT FENCE SHALL BE INSTALLE0 PER WTDM A 6 INCH BY 6 INCH ANCHOR TREVCH UP —GRADE OF THE FENCE LINE, AND FENCE P05TS ON 6 FEET CENTERS. THE ANCHOR TRENCH SHALL BE 646661LLED TO EXISRN0 GRADE 111111 NATIVE MATERIAL AND MECHANICALLY COMPACTED. THE SILT FENCES ARE TO BE INSTALLED DOWN TO WATERS EDGE. TS 0' Op OE FILTER FABRIC WIDDE 6RENCH F0✓ VI/ 3" LL TRENCH W/ 3" MINUS GRAVEL OR NATIVE BORROW MATERIA: 4 , 4 1664150 WOOD POST (TYP.) 1/Y SLOPE SILT FENCE SCALE NOT TO SCALE ATTACH EACH 2 x 6 CR055 BRACE TO THE 4 x 4 TREATED W000 POS7 WITH 2 -3" x 1/4' ALVANIZED LAG. BOLTS WITH WASHERS (TYP.) 6 TREATED WOOD CR05S BRACE (TYP.) 1 x 6 TREATED W00D PICKET (TYP.) ATTACH EACH 1 6 WOOD PICKET TO THE x 6 CROSS BRACE WITH 3 GALVAN12E0 NAILS (TYP.) THE TOR AND 801701A WOOD CROSS BRACES SHALL 6E PLACED 6' FROM THE END OF TH0 WOOD PICKETS. THE MIDDLE BRACE SHALL BE CENTERED WITINN THE FENCE. 4 x 4 TREATED W000 POST (TYP.) 3/6- DIA. CALV 5307 BOL`5 ('YP.) TUBULAR STEEL 4 x 4' x 1/11' • FENCE POST SLEEVE (TYP.) TOP OF CONC. FOUNDATION TG BE A RECTANGULAR SHAPE W000 FENCE SECTION/A1 4 TREATE0 W000 P05T (TYP.) INSTALL I x 6 BOARD SIDE 115 4151816 CE IF 2 x 6 TREATED W000 CROSS BRACE (1YP.) FENCE AND POST DETAILS MIN 42 ANCHOR IN WATER ANCHOR POUT B WORK AREA PLAN VIEW LESS THAN 1/3 STREAM WIDTH ANCHOR POINT A STEEL TENSION CABLE LE GTH ANCHOR CABLE /'/ LENGTH ` CURTAIN FABRIC CURTAIN ANC4DR—V NAx 1 r WEIGHT BOTTOM SECTION VIEW TURBIDITY CURTAIN F-117-0" POST FACE TO FACE AIL WITH MAX 4" CAPS STEEL ANGLE WITH BOLTED TO BEAM LEDGER BEAM OR SPREADER bLQX5. 1. THIS IS A CONCEPT DRAWING ONLY. ACTUAL DESIGN AND CONSTRUCTION OF WALKWAY AND SUPPORT SYSTEM SHALL BE SUBMITTED FOR APPROVAL 2. BOARDWALK SHALL BE DE5168<0 TO MEET 54606ED LOADING. PRESERVATIVE TREATMENT, TIMBER SIZING AND PIER SPAGNG TO BE SUBMITTED FOR APPROVAL DECK JOIST VAT00 DECK HELICAL PIERS ARE INSTALLED (SCREWED) TD A MINIMUM DEPTH AND TORQUE AS 850448EO. HELICAL PIER SHAFTS FOR WALKWAY SUPPORT ARE TYPICALLY 1 -1/2" OR 1 -3/4" SQUARE SHAFT OR 2 -7 /41' 0.0. PIPE SHAFT. 5. DETAILS P804105D BY HUBBELL POWER SYSTEMS. USE EQUIVALENT ALTERNATE DESIGN AT CONTRACTORS OP110N. HEIGHT ABOVE GRADE VARIES BEAM SEAT BRACKET rGRAOE HELICAL PIER LEAD SECTION CRO55 BRACING AS REWIRED PER VENDOR SPECIFICATIONS BOARDWALK DETAILS pRE�1M�NPR� OA5`ON L5 ARMY CORPS OF ENGINEERS AASK4 6141660 1 5 ISCELLANEDUS DETAILS Reference tuber C -14 M8... 21 W 24 6 5 4 3 2 PRESERVE EXIST TREES OUTSIDE GRADING LIMIT PLANT GRASSES WITHIN DETENT'ON BASINS AND ALONG MAINTENANCE AND ACCESS ROUTES o° G o 000000 • 0 0 o u oga"e 0000 µtNER I Ky LONI C4ffTf F6:4 4VtA1Y NO PLANTING ON ARMOR ROCK 100 0 700 5Z'AL£ Fee( LEGEND WILLOW ALDERS CONIFER ,D GRASS 111111 N —J F W 2 N W W (1, w z J U F- a Q�EL \M�NPa� oES° US ARMY CORPS Cr ENGINEERS ALASKA UISTWC" gg� Reference number: L -1 Murat 22 of 24 J • PRrOTEGT IN, -PLACE EXIST TREES OUTSIDE CRAVING LIMB 00aLa�s°a" IIa000a 00ppppa oOOC oo00QppC ac P 000aoaaooa aD D a000PO o�caPPIIOO. • o0 oa oaoo�a°opP QII a 000• 00000 94 Coc • DOO.00h• a on o n.a otl ooagoa 0000COP000••• . m+rw•'— x""w��. -. ROA1. RINER FLOW NO PUNTING ON ARMOR R000 GRADING LIMIT 040 Da aq 4AADq o \ 008° a000000 °a °ooa000 °ov�°o °r?�QD4T°° °o °up O% °on °o °aa. u q'ocp pp`� a \\ OOq OOOPOOP OODPPOQO000.00p 000POII000 °O °O °°O °°°O °�g0°°QVQOQ��O °'70000 �� � ogooaogo• "c ooao 0 "'•••...n„'�i.. QDODQ 6°000 � 6°6�r�tlQP 0000•PQ000 O 00000�4Qt -00 PLANT GRASSES WITHIN DETENTION BASINS AND MANANCE ANO ACCESS ALONG INTE ROUTES 100 O SCALE MULCH, HY00000(D AND RESTORE NATIVE VEGETATION WITHIN TEMPORARY CONSTRUCTION STAGING AREA (AU..CH ANO HYDR05EED 1013044 P0RM MAINTENANCE ACCESS EASEMENT O. QO• 00.0••• COQ°Op REGVIATORY HIGH WATER (19.1• MLLW) IJEGUTATORY HIGH TIDE (25,5' ML.y0 EE0005 WILLOW ALDERS CONIFER GRASS {Siii3 • 0'1 OtS‘Gl1 U5 ARMY CORPS OF ENGINEERS IIA4RA olsmtr 6 € sg gT II, dais • Reference number. L -2 see. 23 N 20 PHASE I (MANDATORY): GRASS SEODING OYER ENTIRE O STUROED AREA ABOVE ARMOR ROCK PHASE II (OPTIONAL): WI_LOWS AND DECIDUOUS TREES AND SHRUBS ALONG LOWER BLUFF P0555 III (OPTIONAL): CONIFEROUS TREES EXCEPT ON BENCH 1 j/ ; ;'1 n APPROX 10' APPROX 5' SYMBOL SPECIES NAME COIIMON NAME SIZE - DENSITY QUANTITY /acre PNPSE I G: :ASS SFF0 I.-IX EJymus ararradus Beach wa _rye sprig 2'o c. 10.000 IATIO9roslrs lablith, Kenai D0largras-s Seed 51's: ac Cnbn;agrostls c0 1101010 _ Blue joint read glass seed 101cc, ac tDe.chamG�ra Do eosis Benng Oalrgrass Seed 1 3 IDS oc (LRth smaMunils Beach ..._ ed..- _..__.. .._._ Y*u I pea seed i. t Pi'nc - 1Achgrea borealis (Yarrow 511ed : 2 IUI a^ _ iETa7aArum enguslma'ium, —. iFUev;esd seed _.— __. 7h:ac PHASE 2 DECIDUOUS O S A fnus 555.:17 SRka alder 1 gel 1 t o_c. .Sala DeDDrana Babb willow cuttings! 5' ore Seilx Gammufafa Under lean How tuifri si 5'o.c. Saba sRehessis S:dka callow cuttings I 5' o.c. 435 580 .._.580 580 4 `Pwe }q ecce !Picea s;Ghensrs PHASE 3. CONIFERS White spruce 1 ga Sltka spruce 1 1 e 4 PLANTING TABLE n SCALE: NTS 113 PLANTING SECTION (T\ SCALE: NTS (L3 TAMP SOIL AROUND CUTTING TOP OF ARMOR ROCK 0 36" LONG LIVE STAKES TO 1° DIA WRH MIN 2 LATERAL BUDS ABOVE GRADE WILLOW DETAIL %21 SCALE: NTS IL3 SPECIFIED PLANTING MIX WATER AND TAMP TO REMOVE AIR POCKETS NOTES; PLANT DECIDUOUS AND CONIFEROUS TREE'S 50 THAT TOP OF ROOT BALL IS EVEN WITH THE FINISHED GRADE ON THE DOWNHILL SIDE SCARIFY 510ES OF PLANTING PIT PRIOR TO BACKFILUNG CUT EROSION CONTROL FABRIC AND KEY IN TO PLANTING PIT PLACE 3 DEEP MULCH 2• zr***— STRIP MIN 6" FROM TRUNK FORM SAUCER WITH 3" HIGH CONTINUOUS RIM v! 2X BALL F... DIA DECIDUOUS TREE DETAIL( SCALE: NTS 1_3 SPECIFIED PLANTING MIX WATER AND TARP TO REMOVE AIR POCKETS 20 BALL w DIA CONIFER TREE DETAIL(\ SCALE. NT5 �L3 15' o c. I 190 25' o.c. { 70 PLACE 3" DEEP MULCH 2' STRIP MIS 6" FROM TRUNK FORM SAUCER WITH 3" HIGH CONTINUOUS RIM pRE�,\tJ�NPR� OtS,GN net: US ARMY CORPS OF ENGINEERS .U9r. 050e0T Reference number: L -3 55..1 24 or 24 STAFF REPORT To: Planning & Zoning Commission Date: September 2, 2011 Res: PZ11 -34 GENERAL INFORMATION Applicant: Rick Koch 4575 Kenaitze Court Kenai, AK 99611 283 -8222 (work) Requested Action: Rezone — Rural Residential to Heavy Industrial Legal Description: Tract C, Central View Subdivision Street Address: 555 Ervin Street KPB Parcel No.: 04901063 Existing Zoning: Residential Current Land Use: Vacant Land Use Plan: Neighborhood /Residential ANALYSIS General Information: This is an application to rezone Tract C, Central View Subdivision from Rural Residential to Heavy Industrial. In 2008, the parcel was rezoned from Suburban Residential, Rural Residential and Conservation to Rural Residential. This rezone eliminated a split zone. The property owner originally intended to construct a house on the property. However, after further consideration and considering adjacent development, the property owner would like to use the property for a shop and storage which is consistent with the adjacent properties that are zoned Heavy Industrial and developed with industrial uses. KMC 14.20.270 describes amendment procedures. Section 2 states, "Amendments to the Official Zoning Map shall be considered only if the area to be rezoned contains a minimum of one (1) acre (excluding street or alley rights -of -way) unless the amendment enlarges an adjacent district boundary." This property is larger than an acre and enlarges an adjacent district boundary. The proposed rezone meets the code requirements for an amendment. The parcel is approximately 5.98 acres and privately owned. This property does not have access to City water and sewer. The original intended use of the property was to construct a residential structure. The parcels surrounding the property are zoned Conservation and Suburban Residential 2 to the north, Suburban Residential to the west, Rural Residential to the east, and Heavy Industrial south. The natural drainage 1134 Comment.doc Page 2 flowing through the western and northern part of the property provides a natural buffer between the residential zoned parcels to the north and west. The Comprehensive Plan Land Use Plan is provided as a guide to decision - making and is intended as a generalized vision. "Although the plan discusses and analyzes land use, it does not regulate land use. That is the task of zonings The Plan defines Industrial Land Use as, "The Industrial district identifies areas reserved for manufacturing, warehousing, trucking, marine - related industry and storage, and similar industrial activities. City utilities and safe, convenient vehicular access is critical. Buffers between industrial uses and adjacent non - industrial uses are desirable." Chapter 4 of the Comprehensive Plan discusses the opportunities and challenges for existing and future industrial land use in the City. The Plan notes the need to preserve existing best - located industrial -zoned tracts for future industrial uses.2 The proposed rezone would designate additional property in this area of concentrated industrial development. The property is currently zoned Rural Residential. The parcel is identified in the Comprehensive Plan as Neighborhood Residential which is defined as, `The Neighborhood Residential district consists of single - family and multi - family residential areas that are urban or suburban in character. Typically, public water and sewer services are in place or planned for installation. This land use district may include both single- family and multi-family dwellings subject to reasonable density transitions and /or design compatibility. Formal public outdoor spaces (parks) are a critical feature in this district. Small home -based businesses may be accommodated within certain design guidelines. Neighborhood institutional uses such as churches, schools, and day care facilities may be intermixed if they comply with neighborhood design guidelines." The property location and adjacent development do not appear consistent with the Neighborhood Residential land use designation. Building Official: No building code issues. RECOMMENDATIONS This is a request to rezone a 5.98 parcel from Rural Residential to Heavy Industrial. The proposed rezone meets the criteria for a code amendment as defined in KMC 14.20.270. The Comprehensive Plan provides guidance in decision - making when considering rezones and land use. This property was originally split- zoned. It is unclear why the property was originally zoned with three zoning districts; however, it is believed it was 1 City of Kenai Comprehensive Plan— Page 26. 2 City of Kenai Comprehensive Plan— Page 38. 1134 Comment.doc Page 3 to accommodate the natural drainage flowing through the parcel. The property is severely restricted for development by topography which not only restricts development but also provides a natural buffer between any proposed development and development to the north and west of the developable portion of the land. To provide an idea of the geographic limitations on this property, two exhibits are provided from the Kenai Peninsula Borough lidar. One shows hillshade and the other shows slope. The drawings clearly depict development constraints. The access, development constraints and adjacent industrial development support the requested rezone. The property is accessed via Ervin Street located off Bridge Access Road in an area with commercial /industrial development. Even though properties to the west, north, and east are residentially zoned, it appears the highest and best use of this property is to rezone the property to the industrial zone. The natural geographic separation will provide protection from any industrial development to the residential zones that abut the property. The proposed rezone appears consistent with the zoning code and the Comprehensive Plan. Recommend approval. ATTACHMENTS: 1 Resolution No. PZ11 -34 2. Application 3. Maps the city u f KENAI, ALASKA CITY OF KENAI PLANNING AND ZONING COMMISSION RESOLUTION NO. PZ11 -34 REZONE PERMIT A RESOLUTION OF THE PLANNING AND ZONING COMMISSION OF THE CITY OF KENAI RECOMMENDING APPROVAL TO THE KENAI CITY COUNCIL OF THE REQUESTED REZONING SUBMITTED BY NAME: Ricic Koch ADDRESS: 4575 Kenaitze Court, Kenai, Alaska 99611 LEGAL: Tract C, Central View Subdivision PARCEL #: 04901063 WHEREAS, the Commission finds the following: 1. The subject property is currently zoned Rural Residential 2. The present land use plan designation is Neighborhood Residential 3. The proposed zoning district is Heavy Industrial 4. An appropriate public hearing as required was conducted September 28, 2011 5. That the following additional facts have been found to exist: 6. Applicant must comply with all Federal, State, and local regulations. NOW, THEREFORE BE IT RESOLVED, by the Planning and Zoning Commission of the City of Kenai that the petitioned REZONING of Tract C, Central View Subdivision is hereby recommended to the Kenai City Council. PASSED BY THE PLANNING AND ZONING COMMISSION OF THE CITY OF KENAI, ALASKA, SEPTEMBER 28, 2011. CHAIRPERSON: ATTEST: PZ11 -34 - Proposed Rezone Rural Residential to Heavy Industrial PZ11 -34 - Proposed Rezone (Hillshade) Rural Residential to Heavy Industrial M, r PZ11-34 - Proposed Rezone (Slope) Rural Residential to Heavy Industrial 411=0 b. 1.• the of KENAII ALASKA 1/Ufaye with a Past, C# with a Future" 210 Fidalgo Avenue, Kenai, Alaska 99611 -7794 Itzttd Telephone: 907 - 283 -7535 / Fax: 907-283-3014 www.ci.kenai.ak.us 1992 REZONING APPLICATION PETITIONER X Jj ADDRESS K€ i5 /-5" --if-z Ce-.t' PHONE ' 6 3 0- o' o LEGAL DESCRIPTION ioa 0 coS3 -7-54- too , $e. 1j Slti Cew` 4111 ie,) S„b `Tr . A-a I ITif ek-i iU. 1 C K R ! PRESENT ZONE PROPOSED ZONE 14thu r:-( ()4) Intended Use and/or Reason for Rezoning: s-1v- r--, s t54 4 w` 4 mok)' V/) 2-e-,,' ki7 Section 14.20.270 Amendment Procedures governs any amendment to the Kenai Zoning Code and Official Map. PLEASE READ THE FOLLOWING, COMPLETE THE BLANKS AND INITIAL THE SPACE AFTER THE ITEM NUMBER TO INDICATE THAT YOU HAVE READ AND UNDERSTAND THESE CONDITIONS. Amendments to the Kenai Zoning Code and Official Map may be initiated by: Kenai City Council; Kenai Planning and Zoning Commission; Submission of a petition by a majority of the property owners in the area to be rezoned; or, a petition bearing the signatures of fifty (50) registered voters within the City of Kenai to amend the ordinance text; or, submission of a petition as provided by the Home Rule Charter of the City of Kenai. Amendments to the Official Zoning Map shall be considered only if the area to be rezoned contains a minimum of one (1) acre (excluding street or alley right -of- way) unless the amendment enlarges an adjacent district boundary. 3. NAL A Public Notification and Hearing is required before the issuance of this permit. A $100.00 (plus sales tax) non - refundable deposit/advertising and administrative services fee is required to cover these notification costs. Depending on the rezone location, an Affidavit of Posting may also be required. A proposed amendment to the zoning ordinance which is substantially the same as any other proposed amendment submitted within the previous nine (9) months and which was not approved shall not be considered. Petitioner's Signature REZONING CHECKLIST: 1/ a. MAP 1/ b. SIGNATURES DEPOSIT /ADVERTISING FEE ($100 + sales tax) u/d. APPLICATION FORM OR LETTER 1� AFFIDAVIT OF POSTING Tract C, Central View Subdivision s./t 1/ 63 VIA, SEP 2 12oT1 L3e.- Yi cs....D 61� PK t '116, tJ t .y a-9P (; -1-3 -,, _ _ i s .-', - 4-r-_.._ ( U 1-`\e a :‘,, .--'t 6 \ - Ac :S e- re--- 4.9,.4t.....,,i_ Ai.Q.,..„-__ ..,; rl ce__ -6 fe,t( ,3 c,...-, $1.--}- .._•11.3 la--to• •IL. C-4" 4.6,,,—t 4---E:. r..-, 4,(.4.- )-r (e) , -M.-0 z i,k.3 v4.,..„4.1. 6 %-,-1 IAZ-a Q-- 4_,-,-. c.4, , ,az,.:1- )41ci l J ? 3 ?4‘.C) i fi • 2,4,,e,c.4L:(,(.. HARBOR AVE 110 114 H 9 8 7 U Z ,J o 11 W Co TERN A UNSUBD. U.S.S. 104 AMENDED ACTION AGENDA KENAI CITY COUNCIL - REGULAR MEETING SEPTEMBER 21, 2011 7:00 P.M. KENAI CITY COUNCIL CHAMBERS http: / /www.ci.kenai.ak.us ITEM A: CALL TO ORDER 1. Pledge of Allegiance 2. Roll Call 3. Agenda Approval 4. Consent Agenda (Public comment limited to three (3) minutes per speaker. Persons may give their time over to another speaker present, however no single speaker present may speak for more than 30 minutes combined on their own and on others' behalf.) *All items listed with an asterisk ( *) are considered to be routine and non - controversial by the council and will be approved by one motion. There will be no separate discussion of these items unless a council member so requests, in which case the item will be removed from the consent agenda and considered in its normal sequence on the agenda as part of the General Orders. 5. Presentation to Olivia Pfeiffer regarding EPA award ITEM B: SCHEDULED PUBLIC COMMENTS (Public comment limited to ten (10) minutes per speaker) ITEM C: UNSCHEDULED PUBLIC COMMENTS (Public comment limited to three (3) minutes per speaker) ITEM D: PUBLIC HEARINGS (Testimony limited to three (3) minutes per speaker. Persons may give their time over to another speaker present, however no single speaker present may speak for more than 30 minutes combined on their own and on others' behalf.) 1. POSTPONED INDEFINITELY. Ordinance No. 2578 -2011 -- Designating the City Clerk as the Official Responsible for Codification of Ordinances Enacted by the City Council and Authorizing the Clerk to make Clerical and /or Technical Changes to the Kenai Municipal Code to Correct Errors in Spelling, Punctuation and Incorrect Citations. 2. PASSED UNANIMOUSLY. Ordinance No. 2579 -2011 -- Increasing Estimated Revenues and Appropriations in the Airport and Airport Equipment Capital Project Funds for the Purchase of Snow Removal Equipment, Phase II. 3. PASSED UNANIMOUSLY. Ordinance No. 2580 -2011 -- Increasing Estimated Revenues and Appropriations by $41,000 in the General Fund and by $89,965.73 in the Library Improvements Capital Project Fund to Provide Additional Funding for Completion of the Library Expansion Project. 4. AMENDED AND PASSED. Ordinance No. 2581 -2011 -- Increasing General Fund Estimated Revenues and Appropriations for State of Alaska Municipal Revenue Sharing Received in Excess of Budgeted Amounts. 5. AMENDED AND PASSED. Ordinance No. 2582 -2011 -- Amending the Kenai Municipal Code Chapter 7.05, "Taxation of Real and Personal Property," Adding a New Sub- section 7.05.090, "Personal Property Tax -- Assessments -- Watercraft," and Amending Sub- section 7.05.010, "Property Subject to Taxation" to Provide for Exemption from Taxation All Watercraft with an Overall Length of Less than Twenty (20) Feet. 6. PASSED UNANIMOUSLY. Ordinance No. 2583 -2011 -- Increasing Estimated Revenues and Appropriations by $600 in the General Fund for a Donation Provided to the City for the Purchase of Disc Golf Equipment. 7. PASSED UNANIMOUSLY. Resolution No. 2011 -67 -- Authorizing the City Manager to Enter into an Agreement with the Department of the Army in the Amount of $253,844.50 to Complete a Feasibility Study for the Kenai River Bluff Erosion Project. 8. PASSED UNANIMOUSLY. Resolution No. 2011 -68 -- Awarding a Contract to Coastal Painting for Janitorial Services for the Kenai Community Library for the Total Amount of $57,600. 9. PASSED UNANIMOUSLY. Resolution No. 2011 -69 -- Authorizing the Purchase of Approximately 60 Acres of Property Described as the NE1/4 NE1/4 and the El /2SE 1 /4 NE1/4 of Section 36, Township 6 North, Range 11 West, Seward Meridian, Alaska Containing 60 Acres More or Less for Public Water Wells, Well Head Protection, and Associated Public Purposes and Determining that the Public Interest will Not be Served by an Appraisal. ITEM E: MINUTES 1. REMOVED FROM CONSENT AGENDA AND POSTPONED UNTIL OCTOBER 5, 2011. *Regular Meeting of September 7, 2011 ITEM F: UNFINISHED BUSINESS ITEM G: NEW BUSINESS 1. Bills to be Ratified 2. APPROVED. Approval of Purchase Orders Exceeding $15,000 3. INTRODUCED BY APPROVAL OF CONSENT AGENDA. *Ordinance No. 2584 -2011 -- Increasing Estimated Revenues and Appropriations by $21,300 in the General Fund -- Non - Departmental for a National Historic Preservation Act Grant Provided to the City for Planning Preservation Activity at the Holy Assumption of the Virgin Mary Russian Orthodox Church, a National Historic Landmark, Located in Old Town, Kenai. 4. INTRODUCED BY APPROVAL OF CONSENT AGENDA. *Ordinance No. 2585 -2011 -- Adopting Updated Zoning and Land Use Maps for the Comprehensive Plan for the City of Kenai. 5. Discussion -- Legal Counsel at Planning and Zoning Commission Meetings 6. COUNCIL APPROVED FUNDING FROM THE LEGISLATIVE BUDGET FOR ALL COMMISSIONERS TO ATTEND TRAINING IN NOVEMBER. Discussion -- Planning Commission Training 7. Discussion -- City Clerk Retirement Expenditures ITEM H: COMMISSION /COMMITTEE REPORTS 1. Council on Aging 2. Airport Commission 3. Harbor Commission 4. Library Commission 5. Parks and Recreation Commission 6. Planning and Zoning Commission 7. Miscellaneous Commissions and Committees a. Beautification Committee b. Alaska Municipal League Report c. Mini -Grant Steering Committee d. Kenai Convention and Visitors Bureau e. Reports of KPB Assembly, Legislators and Councils ITEM I: REPORT OF THE MAYOR ITEM J: ADMINISTRATION REPORTS 1. City Manager 2. City Attorney 3. City Clerk ITEM K: ADDITIONAL PUBLIC COMMENT 1. Citizens Comments (Public comment limited to five (5) minutes per speaker) 2. Council Comments EXECUTIVE SESSION -- Corrective meeting under Alaska Statute 44.62.310(f) to address a notice deficiency with respect to the August 18, 2011 Special Meeting (technical error in website publication) convened for the sole purpose of holding an executive session on financial matters related to CINGSA's gas storage project being developed in the City of Kenai. The purpose of the executive session is to discuss matters the immediate knowledge of which could have an adverse impact on the finances of the City of Kenai and to give direction to Administration and the City's legal counsel: negotiation with CINGSA regarding CINGSA's purchase of mineral rights, easements, and access to pore space. ITEM L: PENDING LEGISLATION -- (Items tasted below are legislation which will he addressed at a later date as noted and are not action items for this meeting.) ITEM M: ADJOURNMENT ********************* * * * * * * * * * * * * * * * * * * * * * ** * * * *** *' ** * * *:B* k * * * * * * ** :: is `:= k %: ****** * ** ** ** ** INFORMATION ITEMS KENAI CITY COUNCIL MEETING 1. Purchase Orders Between $2,500 and $15,000 for Council Review 2. Budget Transfer in Capital Projects in excess of $5,000 MEMBERS: Paulette Bokenko- Carluccio City of Seldovia Term Expires 2012 JoAnne Collins Anchor Point / Ninilchik Term Expires 2013 Robert Ruffner Kasilof / Clam Gulch Term Expires 2012 Jason Tauriainen Northwest Borough Term Expires 2014 ALTERNATES: James (sham Sterling Term Expires 2012 Lisa Parker City of Soldotna Term Expires 2014 913 KENAI PENINSULA BOROUGH PLAT COMMITTEE GEORGE A. NAVARRE ADMINISTRATION BUILDING 144 NORTH BINKLEY STREET SOLDOTNA, ALASKA 99669 6:30 p.m. September 26, 2011 Tentative Agenda A. CALL TO ORDER B. ROLL CALL C. APPROVAL OF AGENDA, EXCUSED ABSENCES, AND MINUTES 1. Agenda 2. Member /Alternate Excused Absences 3. Minutes a. September 12, 2011 Plat Committee Minutes D. PUBLIC COMMENT (Items other than those appearing on the agenda. Limited to five minutes per speaker unless previous arrangements are made.) E. SUBDIVISION PLAT PUBLIC HEARINGS 1. Krogseng Subdivision KPB File 2011 -145 [Segesser /Krogseng] Location: East of Island Lake Road in Nikiski 2. Princess Lake Estates 2011 Replat KPB File 2011 -146 [Segesser /Bangerter, Potter, Roper, Pierce] Location: On Lower Salamatof Avenue in Nikiski 3. Anchor Point Estates Boden Addition KPB File 2011 -147 [Imhoff /Boden] Location: On Spinner Court in Anchor Point Anchor Point APC 4. M.D. Buckman Homestead Sub. No. 2 KPB File 2011 -126 [Integrity /Saltz] Location: West of Kalifornsky Beach Road in Soldotna (Postponed from September 12, 2011 meeting.) F. FINAL SUBDIVISION PLAT PUBLIC HEARING G. MISCELLANEOUS INFORMATION -- NO ACTION REQUIRED H. ADJOURNMENT NEXT REGULARLY SCHEDULED MEETING The next regularly scheduled Plat Committee meeting will be held Monday, October 10, 2011 in the Assembly Chambers of the George A. Navarre Kenai Peninsula Borough Building, 144 North Binkley, Soldotna, Alaska at 5:30 p.m. PLANNING DEPARTMENT Phone: 907 - 714 -2215 Phone: toll free within the Borough 1 -800- 478 -4441, extension 2215 Fax: 907 - 714 -2378 e -mail address: planninq(a7borough.kenai.ak.us web site: www. borough .kenai.ak.us /planningdept Philip Bryson Chairman Kenai City Term Expires 2013 Paulette Bokenko- Carluccio PC Member City of Seldovia Term Expires 2012 Alice Joanne Collins PC Member Anchor Point/ Ninilchik Term Expires 2013 Cindy Ecklund PC Member City of Seward Term Expires 2014 Dr. Rick Foster Parliamentarian Homer City Term Expires 2013 Mari Anne Gross PC Member Southwest Borough Term Expires 2014 Sandra Key Holsten PC Member East Peninsula Term Expires 2013 James Isham PC Member Sterling Term Expires 2012 Harry Lockwood PC Member Ridgeway Term Expires 2013 Blair Martin Vice Chairman Kalifornsky Beach Term Expires 2012 Lisa Parker PC Member City of Soldotna Term Expires 2014 Robert Ruffner PC Member Kasilof /Clam Gulch Term Expires 2012 KENAI PENINSULA BOROUGH PLANNING COMMISSION GEORGE A. NAVARRE ADMINISTRATION BUILDING 144 NORTH BINKLEY STREET SOLDOTNA, ALASKA 99669 September 26, 2011 - 7:30 P.M. Tentative Agenda A. CALL TO ORDER B. ROLL CALL C. APPROVAL OF CONSENT AND REGULAR AGENDA All items marked with an asterisk ( *) are consent agenda items. Consent agenda items are considered routine and non - controversial by the Planning Commission and will be approved by one motion. There will be no separate discussion of consent agenda items unless a Planning Commissioner so requests in which case the item will be removed from the consent agenda and considered in its normal sequence on the regular agenda. If you wish to comment on a consent agenda item or a regular agenda item other than a public hearing, please advise the recording secretary before the meeting begins, and she will inform the Chairman of your wish to comment. *1. Time Extension Request a. Tyonek NTV Subdivision (former name NTV Parcel) KPB File 2009 -082; LCG /Tyonek Native Corp. Location: Tyonek across Cook Inlet *2. Planning Commission Resolutions / Resolution SN 2011 -16 a. Unnamed Existing Road (aka Salmon Creek Rd) shown plats SW0000011 Stewart Subdivision of Ole Martin Homestead and SW0000018 Balmat Subdivision; T 1N R 1W SECTION 26; Seward Meridian, AK; RENAMED TO: Salmon Creek Rd b. Unnamed 20' Aly shown on plat SW0000008 Plat of Woodrow Alaska Subdivision; T 1N R 1W SECTION 12; Seward Meridian, AK: RENAMED TO: Woodrow St c. Unnamed Rd (aka Nelson St) dedicated on plat SW0000032 Nelson Subdivision No 1; T 5N R 3W SECTIONS 29 & 32 Seward Meridian, AK; RENAMED TO: George Nelson Dr d. Unnamed Rd (aka Russian Gap Rd) dedicated on plat SW2001004 Russian Gap Subdivision; T 5N R 2W SECTION 30 Seward Meridian, AK; RENAMED TO: Russian Gap Rd e. Towle Ave dedicated by plat SW0680056 Towle Subdivision No 3; T 5 R 3W SECTION 28 Seward Meridian, AK; RENAMED TO: Towle Cir f. Primrose Spur shown on US Survey No 2530 and officially named by SW Book 33D Page 111; T 3N R 1W SECTION 24 Seward Meridian, AK; RENAMED TO Primrose Rd Planning Commission Resolutions / Resolution SN 2011 -17 a. Unnamed Access (aka Old Mill Way) located as access for SW0850016 Old Mill Subdivision Addition No 4; T 1N R 1W SECTION 12; Seward Meridian, AK; RENAMED TO: Outward Bound Ct b. Private Rd (aka Road 3532) traveling through Alaska State DNR Government lot 7 & US Survey 7398; T 4N R 1W SECTION 25 Seward Meridian, AK; RENAMED TO: Rock Ptarmigan Rd Jason Tauriainen PC Member Northwest Borough Term Expires 2014 Max J. Best Planning Director Dave Carey Borough Mayor c. Unnamed Private Rd providing access to Lots in US Survey No 2518 of the Lawing Group of Homesites; T 4N R 1W SECTION 25 Seward Meridian, AK; RENAMED TO Lawing Dr *3. Plats Granted Administrative Approval *4. Plats Granted Final Approval (20.04.070) - None *5. Plat Amendment Request - None *6. Commissioner Excused Absences a. Sandra Holsten, East Peninsula b. Blair Martin, Kalifornsky Beach Minutes a. September 12, 2011 Plat Committee Minutes b. September 12, 2011 Planning Commission Minutes *7 D. PUBLIC COMMENT /PRESENTATIONS /COMMISSIONERS (Items other than those appearing on the agenda. Limited to five minutes per speaker unless previous arrangements are made.) E. UNFINISHED BUSINESS F. PUBLIC HEARINGS 1. Vacate Hydro Carbon Lane, a 60 -foot right -of -way and the associated 10 -foot utility easement adjacent to Tracts A and B and Lots 7 and 8, dedicated by M.D. Buckman Homestead Subdivision No. 1 Amended (Plat KN 83 -228); within Section 26, Township 5 North, Range 11 West, Seward Meridian, Alaska and within the Kenai Peninsula Borough. KPB File 2011 -129. Petitioners: Edwin and Marianne Saltz of Soldotna, Alaska. Location: West of Kalifornsky Beach Road in Soldotna. (Public Hearing continued from the September 12, 2011 Planning Commission meeting.) 2. Ordinance 2011 -33; An Ordinance Authorizing a Negotiated Sale at Fair Market Value of Certain Borough Lands Located in the Kasilof Area to Elizabeth and Michael Chase 3. Public notice is hereby given that public hearings will be held to rename existing streets to facilitate the Enhanced 911 Street Naming and Addressing Methods within the Kenai Peninsula Borough. Renaming rights -of -way that have the same, or a similar sounding, name will enable 911 Emergency Services to respond to emergencies in an efficient timely manner, thereby avoiding delays in providing necessary emergency services. Streets under consideration at this meeting are described as follows: a. Tall Tree Rd named by plat HM2004043 Long Reach Subdivision; T 4S R 14W SECTION 2; Seward Meridian, AK; in the Happy Valley/ Nikolaevsk Communities; ESN 401; REASON FOR CHANGE: To change the suffix pursuant to KPB Code 14.10; PROPOSED NAME: Tall Tree Ave b. Yukon Ave (north of East End Rd) originally named by plat HM0681021 Spruce Wood Subdivision; T 5S R 12W SECTION 28; Seward Meridian, AK; off of East End Rd in the Fritz Creek community; ESN 202; REASON FOR CHANGE: Duplicate; PROPOSED NAME: Kluane St c. Yukon Ave (south of East End Rd) originally named by plat HM0742000 Fritz Creek Drive Subdivision; T 5S R 12W SECTION 28; Seward Meridian, AK; off of East End Rd in the Fritz Creek community; ESN 202; REASON FOR CHANGE: Duplicate; PROPOSED NAME: lvvavik St d. Saber St originally named by plat HM0690338 Spruce Wood Subdivision 1969 Addition; T 5S R 12W SECTION 28; Seward Meridian, AK; off of Yukon Ave in the Fritz Creek community; ESN 202; REASON FOR CHANGE: To change the suffix pursuant to KPB Code 14.10; PROPOSED NAME: Saber Ave e. Tok St originally named by plat HM0690338 Spruce Wood Subdivision 1969 Addition; T 5S R 12W SECTION 28; Seward Meridian, AK; off of Yukon Ave in the Fritz Creek community; ESN 202; REASON FOR CHANGE: To change the suffix pursuant to KPB Code 14.10; PROPOSED NAME: Tok Ave f. Stuart St originally named by plat HM0742000 Fritz Creek Drive Subdivision; T 5S R 12W SECTION 28; Seward Meridian, AK; off of East End Rd in the Fritz Creek community; ESN 202; REASON FOR CHANGE: To change the suffix pursuant to KPB Code 14.10; PROPOSED NAME: Stuart Ave g- Scott St originally named by plat HM0742000 Fritz Creek Drive Subdivision; T 5S R 12W SECTION 28; Seward Meridian, AK; off of Yukon Ave in the Fritz Creek community; ESN 202; REASON FOR CHANGE: Duplicate; PROPOSED NAME: VuntutAve h. Finch St originally named by plat HM0721412 Greenwood Heights Subdivision; T 5S R 12W SECTION 21; Seward Meridian, AK; off of Greer Rd in the Fritz Creek community; ESN 202; REASON FOR CHANGE: To change the suffix pursuant to KPB Code 14.10; PROPOSED NAME: Finch Ave G. ANADROMOUS STREAM HABITAT PROTECTION (KPB 21.18) - None H. VACATIONS NOT REQUIRING A PUBLIC HEARING - None SPECIAL CONSIDERATIONS 1. Beaver Lodge Estates Lot 5 Blk 1 Bldg. Setback Exception KPB File 2011 -149 KPB PC Resolution No. 2011 -23 Petitioner: William John Riek Location: On Shannon Road in Anchor Point J. SUBDIVISION PLAT PUBLIC HEARINGS 1. The Plat Committee is scheduled to review 4 preliminary plats. K. OTHER /NEW BUSINESS 1. New Plat Committee (October, November, December 2011) - 5 Members / 2 Alternates 3 L. ASSEMBLY COMMENTS M. LEGAL REPRESENTATIVE COMMENTS N. DIRECTOR'S COMMENTS O. COMMISSIONER COMMENTS P. PENDING ITEMS FOR FUTURE ACTION Q. ADJOURNMENT MISCELLANEOUS INFORMATIONAL ITEMS NO ACTION REQUIRED 1. Kenai Planning & Zoning Commission Meeting Minutes - August 24, 2011 - August 30, 2011 2. Decision on Appeal & Findings of the Board of Adjustment - Dibble Creek Rock Ltd. 3. Moose Pass Advisory Planning Commission Minutes - August 30, 2011 FUTURE PLANNING COMMISSION MEETING The next regularly scheduled Planning Commission meeting will be held Monday, October 10, 2011 in the Assembly Chambers, Kenai Peninsula Borough George A. Navarre Administration Building, 144 North Binkley, Soldotna, Alaska at 7:30 p.m. ADVISORY PLANNING COMMISSION MEETINGS Advisory Commission Meeting Location Date Time Anchor Point Anchor Point Chamber of Commerce October 4, 2011 7:00 p.m. Cooper Landing Cooper Landing Community Hall October 5, 2011 6:00 p.m. Hope / Sunrise Hope Social Hall October 6, 2011 7:00 p.m. The Kachemak Bay and Funny River Advisory Planning Commissions are inactive at this time. NOTE: Advisory planning commission meetings are subject to change. Please verify the meeting date, location, and time with the advisory planning commission chairperson. Chairperson contact information is on each advisory planning commission website, which is linked to the Planning Department website. CONTACT INFORMATION KENAI PENINSULA BOROUGH PLANNING DEPARTMENT Phone: 907 - 714 -2200 Phone: toll free within the Borough 1- 800 - 478 -4441, extension 2215 Fax: 907 - 714 -2378 e -mail address: planninq(c�borough.kenai.ak.us web site: www. borough .kenai.ak.us /planningdept 4 I la. 1 Ge4../2_el.e.i 45 e Ae.Liii 441.07 94,44 , f,f/ ee21_0711fiSS l;40 /eik r Prslees 1 ;')/4,0,047,Ani -7e7-7,"'s Ce/9/14fti,rs"zio/V # 7.--- 4.0 1/7 1' .41s.c.-4/7-- a , /,;(0,/ 777 e Ae 2 2-37coe .77:7- ,i /5 c 740e:06 i, tli _ 1 6-L-cj I Ike et' a G� NAI, ALASKA k kb Villaye with a Past, CI with a Future" 210 Fidalgo Avenue, Kenai, Alaska 99611 -7794 Telephone: 907 - 283 -7535 / FAX: 907- 283 -3014 MEMO: NI-America CRT III► 1992 !�UUSi6 ode. v„,$) TO: Rick Koch, City Manager FROM: Marilyn Kebschull, Planning Administration'' DATE: September 14, 2011 SUBJECT: Planning & Zoning Request for Legal Representation At the August 24th Planning & Zoning Commission meeting, the Commission voted to submit a request to Council to provide legal representation at all Planning and Zoning Commission meetings. During the September 7th Council meeting, Council discussed the request and set the item as a discussion item for the September 21St Council meeting and asked the Commission to provide additional information to support the request. At the Commission meeting on September 14th, the Commission discussed Council's request for additional information. The Commission has been advised that the City Attorney provides representation to all agencies of the City. (KMC 1.55.020 Duties. The City Attorney shall be the chief legal advisor of the Council and all other officers, departments, and agencies of the City government in matters relating to their official powers and duties.) However, during the Council discussion, one Councilor stated there may be matters wherein a conflict could occur with the City Attorney providing legal counsel to the Commission. The Planning and Zoning Commission is charged with two types of decision - making, legislative and quasi-judicial. Legislative issues are those issues wherein the Commission provides recommendations to Council. There does not appear to be a conflict of interest for the City Attorney to provide guidance and assistance as the Commission works through drafting amendments. There could be a conflict of interest on quasi-judicial matters wherein the Commission makes legally binding decisions which may be appealed to the City Council acting as the Board of Adjustment. In those situations, it may be appropriate for independent counsel to provide guidance. The Commission is aware of the support the Council is given by the Attorney during Council meetings dealing not only with legal questions but procedural issues. Council commented that the City Clerk is available to provide guidance to the Commission on procedural issues; however, the Commission is seeking a legal resource that can provide both guidance on Memo - Planning & Zoning Request for Legal Representation September 14, 2011 Page 2 procedural issues and legal decisions. Council seems to be focused on form over substance requiring rigid adherence to procedures without considering intent. This came to the Commission's attention when the Commission voted to postpone action on Ordinance No. 2546 - 2011without specifying a date certain, which was interpreted under Robert's Rules that an indefinite postponement is to kill the motion even though the motion clearly stated the intent was to continue work on the ordinance. The Commission believes that having legal representation available at meetings would streamline processes and that legal opinions and guidance could be provided when questions arise. The existing process wherein administration relays the request creates delays and causes frustration to both the Commission and the public. And, in quasi-judicial decisions could result in unnecessary legal consequences. The Commission understands the additional staff time that would be required for counsel at meetings and the consequent budget costs for the additional time. There may be an opportunity to eliminate some issues with the Attorney preparing draft ordinances prior to the Commission's consideration of proposed amendments. Also, there may be meetings wherein the business before the Commission may not require legal counsel. At a minimum, the Commission hopes the Council will consider the request on a trial basis. The Commission appreciates Council's consideration of this request and hopes that Council recognizes the benefit to the Commission and the City and approves the request. \.. the a ot, KENAI, ALASKA 11c. Vi(laye with a Past, Gc with aFutuYe° MEMO: 210 Fidalgo Avenue, Kenai, Alaska 99611 -7794 kb Telephone: 907- 283 -7535 / FAX: 907 - 283 -3014 (� I 1992 :VPit TO: Rick Koch, City Manager FROM: Marilyn Kebschull, Planning Administration DATE: September 14, 2011 SUBJECT: Planning Commission Training The Alaska Chapter of the American Planning Association is sponsoring a conference in Fairbanks November 6 — November 8, 2011. Attached is a copy of the draft agenda for the conference. The cost estimate to attend the three -day conference would be approximately $1100 per commissioner. The Commission discussed the training opportunity at their meeting on September 14th and voted to request Council approve funds for three commissioners to attend the training. Attachment COu41, c/i ckfeareol (),_t,r11 • -11,4„4 -c(-- 0),A to 4-1 c,o,pArkAva--)L.4;-'e-k-1 4-■(&-+ vn_ , C(4- 2011 Alaska Chapter of The American Planning Association Conference - Agenda! Onlin... Page 1 of 6 2011 Alaska Chapter of The American Planning Association Conference ADVANCED PLANNING COMMISSION TRAINING: • These training sessions are tailored specifically for plaming commissioners. Traditionally, the chapter has offered this training every fall at AML. Planning commissioners looking for the traditioral training should attend the sessions marked: "PC SESSION." MOBILE WORKSHOPS: • These session take place outside of the Westmark Hotel, Transportation Is provided. There is a fee of $10 for each mobile workshop. • These events are space limited and on a "first come-first-serve" basis. • Please only choose one mobile workshop. This will give more opportunities to a great number of people. KEYNOTE: • All keynote presentations are included In the price of registration and include a meal. EVENT: • These are special events that may require advanced registration and /or a fee. You may bring a a guest to these events, please Indicate so during registration. AICP CREDITS: • We will be providing a law and ethics session. AICP credits wil be available for these sessions. r Please note this schedule maybe subject to change. Sunday, November 6, 2011 11:00 AM - 4:00 PM REGISTRATION 12:00 PM - 4:00 PM TRAINING WORKSHOP: Advanced Planning Commissioner Training This training workshop is designed for seasoned planning commissioners locking to broadentheir skill set. This half - day session will feature Interactive presentations from subject matter experts on a variety of topics including: land use planning, decision- making, zoning, and ethics. Speakers will share advanced planning concepts and discuss practical situations commonly faced by planning commissioners. Take advantage of this unique opportunity to add to your professional toolbox. Innovative Comprehensive Planning, Environmental Planning and Sustainabiity, and Climate Change in Alaska • Special Session presented byformer Matanuska Susitna Borough Manger, John Duffy. • The session will consist of both a lecture and discussion format on the need for inclusion of sustainability within community comprehensive plans. The discussion will relate to the national and Alaskan examples. An update on APA National's Sustaining Places efforts will also be provided. * Additional Agenda Items Will Be Posted Soon. J • Monday, November 7, 2011 7:00 AM - 9:00 AM REGISTRATION and BREAKFAST 8:00 AM - 9:15 AM KEYNOTE: Vic Fischer, FAICP Vic Fischer can truly be considered Alaska's first professional planner. After receiving a Masters degree In City and Regional Planning from MIT in 1950, Mr. Fischer moved to Alaska to serve as the first town planner with the Bureau of Land Managerrent. In 2009, the Alaska APA Chapter proudly nominated Vic Fisher as a Fellow to the American Institute of Certified Planners. During the Breakfast Keynote Address, Mr. Fischer will present his perspective on the plaming Issues of yesterday and today. 9:30 AM - 10:30 AM Newtok to Mertarvik Shelly Wade, Senior Planner- Agnew :: Beck Consulting A case study of how local leaders in one western Alaska community are driving the effort to relocate their village in the face of environmental threats. 9:30 AM - 10:30 AM Airports & Compatible Land Use Kimberly Wetzel, Planner - URS Corporation Paul DePalatis, Senior Planner - URS Corporation Tyler Robinson, Devebpment Finance Manager- Cook Inlet Housing Authority (former Anchorage Long Range Planning Manager) Gabriel Mahns, Alaska Airports Division - FAA John Johansen, Engineering, Environmental and Planning Manager- Ted Stevens Anchorage International Airport Airports in Alaska arecommonly owned and operate) by the state, yet their locations may fall within a larger municipality or borough. This situation can create tensions among stakeholders. Additionally, the purpose of local land use regulations and FAA regulations can create friction because of the difference in regulatory foundations and objectives. Learn about relevant FAA regulations and considerations for negotiating compatible land use approaches when airport and community growth collide. http: / /www.cvent.com/events /2011- alaska- chapter -of- the - american- planning- association -c... 9/14/2011 2011 Alaska Chapter of The American Planning Association Conference - Agenda 1 Onlin... Page 2 of 6 9:30 AM - 10:30 AM PC SESSION: Role of the Planning Commissioner Nicole Grewe, Ph.D., Economic Analyst - Department of Commerce, Community, and Economic Development Learn more about the foundations of planning in Alaska. This session will explain the role of local government in relation to Alaska State Statue Title 29 and how Title 29 interacts with City Councils, Assemblies, and Staff. In addition, this session will explain the vital role of Community Plans and how local land use ordinances are created, 10:45 AM - 11:45 AM PC SESSION: Land Use Planning And Decision Making Lauren Kruer, Planner II- Matanuska Susitna Borough Jim Lee, AICP, Deputy Director, Community Planning Department- Fairbanks North Star Borough This session takes a closer look at many of the typical projects and decision making tools Planning Commissioners work with. This includes; comprehensive plans, zoning and subdivision regulations, variances, conditional use, and allowable use permits, and captal projects. By the end of this session, Planning Commissioners will know how to better understand, work with, and discuss these various topics. 10:45 AM - 11:45 AM Sustainable Rural Communities - What Must Be Done George Cannelos, Former Federal Co-Chair of the Denali Commission from 2005 -2009 Learn about the major issues fadng rural Alaska and the important comporents of sustainable development. Following a presentationof case studies, participants will break into topic groups to identify innovative strategies for responding to these major issues from a planning perspective. A summary of the group's results will be available to share as a resource for community development professbnals and decision - makers 10:45 AM - 11:45 AM Working Toward a Sustainable Future for the Farbanks North Star Borough Bob Henszey, Fish and Wildlife Biologist Conservation Phoning Assistance, US Fish And Wildlife Services This session will showcase how the Fairbanks North Star Borough is working to create, research and use GIS and other technologies for planning. Most recently the Fairbanks North Star Borough is preparing a GIS- based Land Use Capability Map and a Natural Features Map to help update the 21 -year old Regional Comprehensive Plan Map. Physical and biological features that most affect development capability and natural features were classified Into logical groups (e.g., no soil subsidence to high likelihood of subsidence), ranked from negative to positive effect, and then combined to produce a composite map indicating least capable /value to most capable /value 12:00 PM - 1:15 PM KEYNOTE: Lunch With Paul Farmer,CEO and Executive Director of APA &AI P Paul Farmer is the Executive Director and Chief Executive Officer of the American Planning Association (APA) and American Institute of Certified Planners (AICP). In thls capacity, Mr. Farmer works directly with theelected leadership of APA to direct the long -term strategic direction of the organization. Mr. Farmer is responsible for representirg the leadership of the APA, its members, and the interests of the planning profession with partners and the general public. 1:30 PM - 2:30 PM Don't Confuse Activity with Results! A content -based approach to meeting facilitation Sarah Barton, Executive Vice President, Strategic Planning - RISE Alaska, LLC Learn to move beyond the standard proces of meeting setup to activecontent engagement during meeting design, facilitation and summary. What does it rrean to strategicaly engage the tools of the trade? Using case study presentations and grotp exercises, this interactive session will focus on meeting design and faciitation from the perspective of client outcomes. 1:30 PM - 2:30 PM Indigenous Planning for Tribal Transportation Byron Bluehorse, Program Manager- UAF -IAC Alaska Tribal Technical Assistance Program Planning Constructing and maintaining transportation infrastructure in rural Alaskan villages is a challenging and unique process. The intent of this session is to provide an overview of the challenges and opportunities in utilizing the Indian Reservation Roads (IRR) program and to Introduce an Indigenous planning process for tribal transportation. 1:30 PM - 2:30 PM PC SESSION: Importance of Documentation for the Plannhg Commissioner Nicholas Spiropou los, Borough Attorney - Matanuska Susitna Borough Documentation can be one of the most crucial parts of a well -run meeting and a properly executed decision. This session will go over the essentials of "findings of fact" and meeting minutes. Examples will be given through cases http: / /www. event. com /events /2011 - alaska- chapter -of- the - american- planning - association -c... 9/14/2011 2011 Alaska Chapter of The American Planning Association Conference - Agenda Onlin... Page 3 of 6 Istudies and a "top 5 biggest mistakes" list. This session should be a MUST for all Planning Commisaons, new and seasoned. 2:30 PM - 4:00 PM ETHICS SESSION Laurie Cummings, AICP, AK -APA Chapter Professional Development Officer Mitzi Barker, FAICP, National APA Board Member This session will provide material requred to earn 1.5 AICP credits withh the "ethics" category. More details about session will be posted w they become available. 2:45 PM - 3:45 PM Cultural Resources and Tribal Planning - Building Connections Rosetta Alcantra, Commissioner, Mat-Su Borough Historic Preservation Commission Fran Seager -Boss, Cultural Resources Director, Matanuska Susitna Borough Angie Wade, Environmental Planner, Knik Tribal Council This session will provide an ova-view of cultural resources and Section 106 of the National Historic Preservation Act. Highlights will include the importance of positive partnerships at local level and understanding the basis of consultation processes. 2:45 PM - 3:45 PM Non- motorized Transportation Planning in Alaska Patrick Cotter, Planner /GIS Specialist- PDC INC. Engineers Donna Gardiro, MPOCoordinator, Fairbanks Metropolitan Area Transportaton System (FMATS) Non - motorized transportation projects are an importart aspect of providing a safe, efficient, secure, and interconnected multi -modal transportation system. Drawing upon recent non - motorized projects in the Fairbarks area, this session will cover the opportunities and challenges of non - motorized transportation planning in Alaska. 4:00 PM - 5:15 PM Transportation Project Development and Improvement Within the State of Alaska Laurie Cummings, AICP, Planner- HDR, INC. Alaska Is still building its basic transportation network. Before any road construction can occur, It needs to go through the project development process. This session will provide at overview of the project development process from idea to the start of the National Environmental Polly Act (NEPA) process. In additional to building new roads, we are constant state of improvement for our existing road network. 'this session provides a brief history and overview of the State of Alaska's Statewide Transportation Improvement Program (STIP) and information on how projects are nominated and weluated for inclusion in the STIP. Topics to be discussed indude project funding, public Involvement, corridor planning, and linking planning and envirorrnental components 4:00 PM - 5:00 PM Making Your Code User - Friendly Steven Van Steenhuyse, AItP, Senior Planner— LSL Planning Inc. In our Increasingly connected world, citizens are demanding access to understandable, easy -to-use government regulations. This session will explore strategies and tools to make munidpal codes more accesible, and easier to understand and use. 4:00 PM - 5:00 PM PC SESSION: Panel Discussion 6:30 PM - 6:30 PM Members of the Panel: To Be Announced Have a question your dying to ask? Need to throw an idea out there? The panel discussion is the perfect place for just that. A panel made up of various perspectives; planners (both public and private), a developer, elected offidal, and commissioner will give audience members feedback as well as encourage discussion among audience members. EVENT: AK -APA Conference Reception • The Alaska APA Chapter welcomes you to join us at the Alaska Planning Chapter Conference Reception. Experience the grandeur cf Interior Alaska at the Morris Thompson Cultural Center located on the banks of the Chena River in downtown Fairbanks. Guests will enjoy a welcome by honored guests, traditional Alaska Native dancing, an assortment of fine cuisine, and access to the beautiful Cultural Center exhibits. A cash bar will be available. http: / /www.cvent.com /events /2011- alaska- chapter -of- the - american- planning- association -c... 9/14/2011 2011 Alaska Chapter of The American Planning Association Conference - Agenda l Onlin... Page 4 of 6 Tuesday, November8, 2011 B:00 AM - 9;30 AM LAW SESSION Speakerto be Announced This session will provide material required to earn 1.5 AICP credits withh the "law" category. Details about this session will be posted w they become available. 8:00 AM - 9:15 AM Parliamentary Procedure Breakfast Merle Jantz, AIA, 3antz and Associates What to run a smooth meeting? This session will help you do jest that by providing an interactive take on parliamentary procedure for planning and platting board /commissions. Learn quick tips and standard practices to apply at your own meetings. Bring your questions and comments. 9:30 AM - 10:30 AM Hazard Mitigation Opportunities in Alaska Doug Sims, Floodplain Administrator - Fairbanks North StarBorough Participants will gain a basic familiarity of the five different types of hazard mitigationgrant funding offered by FEMA. The session will highlight two examples of mitlgationprojects within the Fairbarks North Star Borough including a property buyout program and structural elevation project. 9:30 AM - 10:30 AM Using Defensible Space to Buid Community and Improve Public Safety Allen Kerrplen, AICP, Transportation Planner Learn about the concept of "Defensible Space" and see how it ww applied In an urban Alaska neighborhood. Participants will acquire an appreciation for the inter - relationship between land use and transportation decisions, how it affects human behaviorand the resultant Impacts oncommunity development. 9:30 AM - 10:30 AM Visioning A Tribal Cultural Revitalization Program Steve Becker, UAF - InteriorAluetians Campus Wilson Justin, Cheesh'Na Tribal Council Patty Heyano, Bristol Bay Native Association This session focuses on two case studies involving community -based approaches to visioning in the rural Alaska. The Cheesh'Na Tribal Council of Chistochina, in partnership with the UAF Interior - Aleutians Campus, has begun development of a cultural revitalization program centered around workforce development and service learning. This session will explore that vision, present some of the key concerns and concepts to be addressed by the program, and discuss the planning that has occurred to date. The Bristol Bay Regional Visioning Project was founded In 2010 to give voice to the shared values of the people of the region. Learn about how Bristol Bay organizations worked together to create a visioning process that engages people and institutions in all 31 Bristol Bay communities. 10:45 AM - 11:45 AM MOBILE WORKSHOP: Historic Signage Pat Sackinger, Historic Preservation Commission - Fairbanks North Star Borough Join us on a unique walking tour of historic buildings in Fairbanks. Learn about the Historic Interpretative Signage project, the role of the Fairbanks North Star Borough Commission in Historic Preservation, and current preservation grant opportunities In Alaska. 10:45 AM - 11:45 AM MOBILE WORKSHOP: Ste Visit to Taiga Woodlands - A Cluster Development or "ConservationSubdivision" Jack Herbert, President and CEO - Cold Climate Housing Research Center Cluster development or conservation subdivision? Join us on a walk through of Fairbanks' first cluster development. Experience this successful and livable neighborhood first -hand and hear about how developers created such a unique development. • • http: / /www.cvent. com/events /2011- alaska- chapter -of- the - american- planning- association -c... 9/14/2011 2011 Alaska Chapter of The American Planning Association Conference - Agenda Onlin... Page 5 of 6 10:45 AM - 11:45 AM Playbook for Planning in Rural Alaska Charlene Slam, Rural Alaska Community Action Program (RURALCAP) Krista Heeringa, Tananna ChiefsConferenoe This interactive session will introduce some of the unique opportunities and challenges of planning In rural Alaska. Presenters wil lead participants through a hands -on demonstration of community engagement strategies. The goal of the session is to share practical techniques and exercises that Alaskan planners can use in the field. 10:45 AM - 11:45 AM Sustainability Through Social Enterprise Kas Aruskevich, PhD- Evaluation Research Associates LLC Drena McIntyre, Tacquan Consulting Social entrepreneurs are people who are pasionate about positive social change. They work with others to achieve a sdel benefit. In Alaska today, the non -profit model is typically the vehicle that helps many communities and organizations achieve their social goals. But a non -profit is not your only choice .This session will discuss different vehicles communties can use to conduct effective outreach, support growth, and increase sustainabillty. 12:00 PM - 1:15 PM KEYNOTE: Lunch with David Montgomery David Montgomerywill be speaking on the affect of land use planning decisions on Salmon. David Montgomery is the author cf "King of Fish: The Thousand Year Run of Salmon" and a McArthur Foundation Genius. He studies the evolution of topography and the influence of geomorphological processes on ecological systems and human societies. David received his B.S. In geology at Stanford Universty (1984) and his Ph.D. in geomorphology from UC Berkeley (1991). His published work indudes studies of the evolution and near-extirpation of salmon, fluvial and Nllslope processes in mountain drainage bashs, the evolution of mountain ranges (Cascades, Andes, and Himalaya), and the analysis of digital topography. Cu-rent research includes field projects in eastern Tibet and the Padfic Northwest of Wirth America. 1:30 PM - 2:30 PM Developing a World Class Port Emerson Krueger,Planner II — Matanuska Susitna Borough Learn about the history leading up to the corstruction of Port MacKenzie as well as efforts to secure infrastructure Funding, port master planning, and challenges associated with port operation In Alaska. 1:30 PM - 2:30 PM Food Systems Planning in Alaska Heather Stewart, AICP, Associate — Agnew :: Beck Consulting This session will provide an Irtroduction to food system planning and its relevance in Alaska. Presenters wil share information about two examples of food systems planning in Alaska, the newly formed Alaska Food Policy Council, a statewide food assessment by the Institute of Social and Economic Research, and strategies for furtherhg food systems planning and policy at local and regiorel levels. 1:30 PM - 2:30 PM Planning for Alaska in the Cmtext of Climate Change Terry Chapin, Institute of Arctic Biology — University of Alaska This session focuses on recent and projected patterns of climate change in Alaska and their Implications for community and regional planning. Thawim3 of permafrost, increased wildfire risks and changing sub- arctic conditions require planning that can address community goals under novel and uncertain conditions. 2:45 PM - 4:30 PM Current Planning-Related Funding Opportunities with HUD and FHWA David Vaught, Sustainability Officer /Native American Program Specialist- HUD Kris Reisnbeig,Plannng, Research and ITS Program Manager- FHWA Alaska Division The Partnership for Sustainable Communities is a new partnership between the Department of Housing and Urban Development, Department of Transportation, and the Environmental Protection Agency. Participants will learn about this unique grant opporturity and how to apply for funding for reglmal and community planning projects related to livability principles. 2:45 PM - 4:30 PM MOBILE WORKSHOP: A Holctic Approach to Energy Efficient Living in Alaska J http: / /www.cvent.com/events /2011- alaska- chapter -of- the - american- planning- association -c... 9/14/2011 2011 Alaska Chapter of The American Planning Association Conference - Agenda Onlin... Page 6 of 6 Karl Kassel, Former Parks and Recreation Director- Fairbanks North Star Borough Tour one of the premier energy efficient homes In North America. Learn more about thisbrilliant example of an Integrated synergistic renewable energy system and discuss potential applications and advantages for your community. 2:45 PM - 4:30 PM MOBILE WORKSHOP: Tour ofthe Cold Climate Housing Research Center lack Herbert, President andCEO — Cold Climate Housing Research Center Tour the world'sfarthest north LEED platinum facility. The Cold Climate Housing Research Center was created to facilitate the development, use, and testing of energy- efficient, durable, health,, and cost - effective building technologies for people living in circumpolar regions around the globe. Hearfrom local experts about how advanced building science integrates with good sustainable planning practice. 5:00 PM - 7:00 PM EVENT: AK -APA Chapter Annual Business Meeting All AK -APA Chapter members are encouraged to attend this meeting. • http: / /www. cvent.com/events /2011- alaska- chapter -of- the- american- planning- association -c... 9/14/2011 ekapf HENPUL SKA CITY OF KENAI PLANNING & ZONING COMMISSION PUBLIC HEARING NOTICE 210 FIDALGO AVENUE KENAI, ALASKA 99611 -7794 http://www.ci.kenai.ak.us The following public hearings have been scheduled for the Planning and Zoning Commission meeting of September 28, 2011: a. PZ11 -34 — An application to rezone Tract C, Central View Subdivision from Rural Residential to Heavy Industrial. Application submitted by Rick Koch, 4575 Kenaitze Court, Kenai, Alaska. The meeting will commence at 7:00 p.m. in the Kenai City Hall Council Chambers at 210 FideIgo Avenue, Kenai, Alaska. For more information please contact Marilyn Kebschull at 283 -8235. Publish: September 21 & 23, 2011 Marilyn Kebschull, AICP Planning & Zoning Administration CITY OF KENAI PLANNING & ZONING COMMISSION AGENDA September 28, 2011 - 7 :00 P.M. http://www.ciskenai.ak.us 1. SCHEDULED PUBLIC COMMENT: a. Rick Koch, Kenai City Manager — Kenai Bluff Stabilization Project Update 2. CONSIDERATION OF PLATS: 3. PUBLIC HEARINGS: b. PZ11 -34 —An application to rezone Tract C, Central View Subdivision from Rural Residential to Heavy Industrial. Application submitted by Rick Koch, 4575 Kenaitze Court, Kenai, Alaska. 4. UNFINISHED BUSINESS: 5. NEW BUSINESS: Marilyn Kebschull, AICP Planning & Zoning Administration Publish: September 26, 2011 D