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Agenda 10/27/2020 Item #16A 3 (PL201900001066)10/27/2020 16.A.3 EXECUTIVE SUMMARY This item requires that ex parte disclosure be provided by Commission members. Should a hearing be held on this item, all participants are required to be sworn in. Recommendation to approve for recording the final plat of SkySail - Phase One (Application Number PL201900001066), approval of the standard form Construction and Maintenance Agreement, and approval of the amount of the performance security. OBJECTIVE: To have the Board of County Commissioners (Board) approve for recording the final plat of SkySail - Phase One, a subdivision of lands located in Section 16, Township 48 South, Range 28 East, Collier County, Florida, following the alternative procedure for approval of subdivision plats pursuant to Resolution 99-199. This procedure allows for the Board to approve the plat and associated construction documents for construction purposes and recording purposes concurrently. CONSIDERATIONS: The Development Review Division of the Growth Management Department has completed the review of the construction drawings, specifications, and final plat of SkySail - Phase One. These documents are in compliance with the County Land Development Code and Chapter 177, Florida Statutes. All fees have been paid. Security in the amount of 10% of the total cost of the required improvements, and 100% of the cost of any remaining improvements, together with a Construction and Maintenance Agreement for Subdivision Improvements, shall be provided and accepted by the County Manager, or his designee, and the County Attorney's office prior to the recording of the final plat. This procedure is in conformance with Section 10.02.04 F.2 of the Land Development Code. The Development Review Division recommends that the final plat of SkySail - Phase One be approved for recording. FISCAL IMPACT: The project cost is $6,298,587.35 (estimated) to be borne by the developer. The cost breakdown is as follows: a) Water & Sewer $2,688,685.00 b) Drainage, Paving, Grading $3,609,902.35 The Security amount, equal to 110% of the project cost, is $6,928,446.09 The County will realize revenues as follows: Fund: Growth Management Fund 131 Agency: County Manager Cost Center: 138327 -- Land Development Services Revenue generated by this project: Total: $193,232.62 Packet Pg. 397 10/27/2020 16.A.3 The infrastructure fees are based on a construction estimate of $6,298,587.35 and were paid in February 2020. The breakdown is as follows: a) Plat Review Fee ($1,000.00 + $5./ac) $ 4,275.00 b) Construction Drawing Review Fee Water & Sewer (75% const. est.) $ 20,165.14 c) Drainage, Paving, Grading (.75% const. est.) $ 27,074.27 d) Construction Inspection Fee Water & Sewer (2.25% const. est.) $ 60,495.41 e) Drainage, Paving, Grading (2.25% const. est.) $ 81,222.80 GROWTH MANAGEMENT IMPACT: The developer must receive a Certificate of Adequate Public Facilities (COA) prior to the issuance of the construction plan final approval letter and plat recordation, except when the applicant elects to delay obtaining a COA for non-residential developments that are required to obtain approval of a site development plan prior to the issuance of a building permit. LEGAL CONSIDERATIONS: The applicant is requesting approval of the final subdivision plat and construction and maintenance agreement. The Board shall consider the County Manager or designee's recommendation and shall take evidence and testimony in regard to the final subdivision plat requirements identified in LDC sections 10.02.04 B, 10.02.04 C, and other provisions of the LDC, as well as Chapter 177, Florida Statutes. If the Board denies or places conditions on the final subdivision plat, it shall state reasons for such denial or conditions. In accordance with the LDC, the applicant is required to submit the final subdivision plat to the County Manager or designee for recording within 18 months of the date of approval of the final subdivision plat by the Board. However, following approval by the Board, but prior to recordation, the County Manager or designee may approve minor insubstantial changes to the final subdivision plat, and the Board may approve any changes that are not minor and insubstantial. This item has been approved as to form and legality, and requires a majority vote for Board approval - SAA RECOMMENDATION: To endorse staff's recommendation to approve the final plat of SkySail- Phase One (Application Number PL201900001066) for recording with the following stipulations: 1. Approve the amount of $6,928,446.09 as performance security for the required improvements or such lesser amount based on work completed, and as is approved by the Growth Management Department. 2. Approve the standard form Construction and Maintenance Agreement and direct the County Manager or his designee: a. To withhold Certificates of Occupancy until the required improvements have received preliminary acceptance. b. To delay recording of the plat until suitable security and an appropriate Construction and Maintenance Agreement is approved and accepted by the County Attorney's office and the Board of County Commissioners or the County Manager or his designee on behalf of the Board pursuant to Section 10.02.04 F.2 of the Land Development Code. Prepared by: Lucia Martin, Associate Project Manager, Development Review Division Packet Pg. 398 16.A.3 10/27/2020 ATTACHMENT(S) 1. Location Map (PDF) 2. Opinion of Probable Cost (PDF) 3. Plat Map rev3 (flat) (PDF) Packet Pg. 399 16.A.3 10/27/2020 COLLIER COUNTY Board of County Commissioners Item Number: 16.A.3 Doe ID: 13628 Item Summary: This item requires that ex parte disclosure be provided by Commission members. Should a hearing be held on this item, all participants are required to be sworn in. Recommendation to approve for recording the final plat of SkySail — Phase One (Application Number PL201900001066), approval of the standard form Construction and Maintenance Agreement, and approval of the amount of the performance security. Meeting Date: 10/27/2020 Prepared by: Title: Technician — Growth Management Development Review Name: Lucia Martin 09/17/2020 9:29 AM Submitted by: Title: Director — Growth Management Department Name: Matthew McLean 09/ 17/2020 9:29 AM Approved By: Review: Growth Management Department Judy Puig Level 1 Reviewer Growth Management Operations & Regulatory Management Rose Burke Growth Management Development Review Brett Rosenblum Engineering & Natural Resources Jack McKenna Additional Reviewer Growth Management Development Review Chris Scott Growth Management Department Matthew McLean Additional Reviewer Growth Management Department James C French Deputy Department Head Review County Attorney's Office Sally Ashkar Level 2 Attorney Review Growth Management Department Jeanne Marcella Department Head Review Office of Management and Budget Debra Windsor Level 3 OMB Gatekeeper Review County Attorney's Office Jeffrey A. Klatzkow Level 3 County Attorney's Office Review Office of Management and Budget Laura Zautcke Additional Reviewer County Manager's Office Geoffrey Willig Level 4 County Manager Review Board of County Commissioners MaryJo Brock Meeting Pending Completed 09/18/2020 10:39 AM Additional Reviewer Completed Additional Reviewer Completed Completed 09/28/2020 1:34 PM Additional Reviewer Completed Completed 10/02/2020 12:45 PM Completed 10/05/2020 6:11 PM Completed 10/07/2020 9:06 AM Completed 10/08/2020 2:00 PM Completed 10/08/2020 2:51 PM Completed 10/14/2020 2:52 PM Completed 10/16/2020 2:33 PM Completed 10/19/2020 1:08 PM 10/27/2020 9:00 AM Packet Pg. 400 16.A.3.a SKYSAIL - PHASE ONE c ; • I 6+ �OILWELLROAD'� PROJECT LOCATION oL1J L rl: LOCATION MAP �14 Packet Pg. 401 ENGINEER'S OPINION OF PROBABLE COST SkySall Phase 1 16.A.3.b HM File No. 2017001 July 31,2020 Unit Quantity Unit Cost Total Cost Barry E. Jones .•O pjC'EN �NF�pS+ *; Na 5$975 - : c y 0:: STATE OF ,'�� r!r�s `�C�`� ••i+DNnnn'��'` ' - / MobillizattionGRADING LS 1 $25,000.00 $25,000.00 silt fence LF 1340 .00 $2,00.00 - Clear & Grub AC 192 $900.00 $172,800.00 12" Stabilized Subgrade SY 56300 $2.00 $112,600.80 •, Valley Gutter 2' wide LF 21616 $8.00 $172,928.00 I=Barry E. Jones Valley Gutter (T wide) LF 52 $10.00 $520.00 • _ 5' Wide Conc. Sidewalk SY 7205 $35.00 $252,175.00 6'Wide Conc. Sidewalk SY 5886 $35.00 $206,010.00 eng.com 10' Wide Conc. Sidewalk SY 3510 $35.00 $122,850.00 Type A Curb LF 3665 $13.00 $47,645.00 Type D Curb LF 198 $9.00 $1,782.00 Type F Curb LF 1910 $14.00 $26,740.00 Parking Bumpers EA 25 $100.00 $2,500.00 Finish 6" Limerock Base SY 46093 $3.20 $147,497.60 Finish 10" Limerock Base SY 824 $5.00 $4,120.00 Prime limerock base SY 46917 $0.60 $28,150.20 3/4" Asphalt Paving - Type S-III - (1st lift) SY 38273 $4.00 $153,092.00 Prime for 2nd lift SY 38273 $0.60 $22,963.80 3/4" Asphalt Paving - Type S-III - (2nd lift) SY 38273 $4.50 $172,228.50 d 1" Asphalt Paving -Type S-III SY 1070 $5.00 $5,350.00 0 2.5" Superpave - Type SP-12.5 SY 824 $18.00 $14,832.00 Temporary Construction Entrance LS 1 $5,000.00 $5,000.00 N Pavement Sub -Total $1,723,584.90 t d Unit I Total Unit Cost Total Cost , Signage Marking & Lighting Street/Stop Signs w/decorative bases EA 14 $1,300.00 $18,200.00 Speed/No Outlet Signs w/ decorative bases EA 40 $1,250.00 $50,000.00 Striping LS 1 $15,000.00 $15,000.00 W Misc Signs sidewalk ends, red diamond, ped x ahead, etc LS 1 $10,000.00 $10,000.00 to Fire Hydrant Markers EA 20 $15.00 $300.00 Light Pole Town & Country Post Top Fixture EA 57 $1,800.00 $102,600.00 Light Pole Cobra Head Fixture EA 2 2,500.00 5,000.00 d ub-Total R Unit Total Unit Cost Total Cost C WATER LL 8" PVC Water Main DR14 LF 403 $22.00 $8,866.00 8" PVC Water Main DR18 LF 9445 $20.00 $188,900.00 00 10" PVC Water Main DR18 LF 4501 $24.00 $108,024.00 C4 8" Gate Valve and Box EA 20 $1,250.00 $25,000.00 M 10" Gate Valve and Box EA 8 $1,500.00 $12,000.00 r Fire Hydrant Assembly EA 20 $2,500.00 $50,000.00 .� Air Release Valve EA 5 $1,650.00 $8,250.00 N Temporary Main Ending EA 6 $760.00 $4,560.00 O Double Water Service EA 109 $1,150.00 $125,350.00 U Single Water Service EA 36 $825.00 $29,700.00 0) Auto Flush Device EA 5 $5,000.00 $25,000.00 Temporary Main Bacteria Sample EA 13 $750.00 $9,750.00 R Permanent Main Bacteria Sample EA 4 $1,500.00 $6,000.00 J? Water Main Sub -Total $601,400.00 0 (L Unit Total Unit Cost Total Cost `- FORCE MAIN & PUMP STATION I 1 O 6" PVC Force Main DR14 LF 183 $18.00 $3,294.00 O O 8" PVC Force Main DR14 LF 1674 $23.00 $38,502.00 8" PVC Force Main DR18 LF 3126 $20.00 $62,520.00 6" Plug Valve and Box EA 1 $1,000.00 $1,000.00 rL 8" Plug Valve and Box EA 4 $1,500.00 $6,000.00 0 Air Release Valve EA 2 $1,650.00 $3,300.00 Pump Station LS 1 $200,000.00 $200,000.00 4) Water Main Sub -Total $314,616.00 E t V Unit Total Unit Cost Total Cost !0 IQ MAIN +�+ 6" PVC Irrigation Main DR14 LF 255 $18.00 $4,590.00 Q 6" PVC Irrigation Main DR18 LF 6730 $16.00 $107,680.00 8" PVC Irrigation Main DR18 LF 1190 $20.00 $23,800.00 10" PVC Irrigation Main DR14 LF 45 $28.00 $1,260.00 10" PVC Irrigation Main DR18 LF 2141 $24.00 $51,384.00 12" PVC Irrigation Main DR14 LF 50 $38.00 $1,900.00 12" PVC Irrigation Main DR18 LF 3949 $30.00 $118,470.00 6" Gate Valve and Box EA 14 $1,000.00 $14,000.00 8" Gate Valve and Box EA 3 $1,250.00 $3,750.00 10" Gate Valve and Box EA 5 $1,500.00 $7,500.00 12" Gate Valve and Box EA 7 $2,400.00 $16,800.00 Air Release Valve EA 9 $1,650.00 $14,850.00 Double IQ Service EA 114 $1,150.00 $131,100.00 Single IQ Service EA 25 $825.00 $20,625.00 Temporary Main Ending EA 5 $769.00 $3,800.00 Irrigation Sub -Total $521,509.00 Packet Pg. 402 H:\2017\2017001\SS\SkySail Ph 1 PPL Engineers Opinion of Probable Cost 07_28_2020.xls Unit Total Unit Cost Total Cost 16.A.3. b SEWAGE COLLECTION 8" PVC Gravity Sewer 0-6' Cut LF 1916 $23.00 $44,068.00 8" PVC Gravity Sewer 6-8' Cut LF 2476 $45.00 $111,420.00 8" PVC Gravity Sewer 8 - 10' Cut LF 1318 $60.00 $79,080.00 8" PVC Gravity Sewer 10 -12' Cut LF 1665 $70.00 $116,550.00 8" PVC Gravity Sewer 12 -14' Cut LF 711 $80.00 $56,880.00 10" PVC Gravity Sewer 12 - 14' Cut LF 337 $90.00 $30,330.00 8" PVC Gravity Sewer 14 -16' Cut LF 978 $110.00 $107,580.00 10" PVC Gravity Sewer 14 - 16' Cut LF 309 $130.00 $40,170.00 8" PVC Gravity Sewer 16 -18' Cut LF 551 $140.00 $77,140.00 10" PVC Gravity Sewer 16 - 18' Cut LF 276 $150.00 $41,400.00 12" PVC Gravity Sewer 16 - 18' Cut LF 65 $170.00 $11,050.00 Manhole 0-6' Cut EA 11 $5,000.00 $55,000.00 Manhole 6-8' Cut EA 9 $6,000.00 $54,000.00 Manhole 8 - 10' Cut EA 8 $7,250.00 $58,000.00 Manhole 10 -12' Cut EA 6 $8,000.00 $48,000.00 Manhole 12 -14' Cut EA 6 $8,800.00 $52,800.00 Manhole 14 -16' Cut EA 4 $9,500.00 $38,000.00 Manhole 16 -18' Cut EA 3 $11,000.00 $33,000.00 6" Service Laterals LF 5570 $14.00 $77,980.00 6" Cleanouts (double) EA 115 $400.00 $46,000.00 6"Cleanout (single) EA 26 $350.00 $9,100.00 Video Gravity Sewer LF 10602 $4.00 $42,408.00 Video Gravity Sewer (1 year after acceptance) LF 10602 $2.00 $21,204.00 Sewage Sub -Total $1,251,160.00 C 0 Unit Total Unit Cost Total Cost DRAINAGE to 8"HDPE LF 1185 $15.50 $18,367.50 10" HDPE LF 1024 $18.00 $18,432.00 d 12" HDPE LF 1189 $20.00 $23,780.00 15" HDPE LF 870 $22.00 $19,140.00 15" RCP LF 1237 $25.80 $31,914.60 rp 18" RCP LF 1782 $32.00 $57,024.00 to 19" x 30" ERCP LF 278 $45.00 $12,510.00 24" RCP LF 1751 $45.00 $78,795.00 U) 30" RCP LF 208 $55.00 $11,440.00 , 36" RCP LF 738 $70.00 $51,660.00 42" RCP LF 662 $90.00 $59,580.00 48" RCP LF 791 $150.00 $118,650.00 d 43" x 68" ERCP LF 60 $250.00 $15,000.00 R 18" Flared End Section EA 6 $1,800.00 $10,800.00 19" x 30" MES EA 4 $500.00 $2,000.00 jy 24" Flared End Section EA 5 $2,000.00 $10,000.00 30" Flared End Section EA 1 $2,300.00 $2,300.00 pp 36" Flared End Section EA 2 $2,600.00 $5,200.00 C4 42" Flared End Section EA 3 $2,900.00 $8,700.00 M 48" Flared End Section EA 4 $3,200.00 $12,800.00 r 54" Flared End Section EA 1 $3,500.00 $3,500.00 Rip Rap with fabric SY 120 $150.00 $18,000.00 N Headwall (Class 1) EA 1 $15,000.00 $15,000.00 0 Type C - VG Inlet EA 23 $2,900.00 $66,700.00 L) Type D - VG Inlet EA 7 $3,200.00 $22,400.00 d Type P - DB Inlet EA 2 $2,500.00 $5,000.00 Z Type J - VG Inlet EA 8 $3,500.00 $28,000.00 rC Type J - DB Inlet EA 2 $3,300.00 $6,600.00 C Ditch Bottom Type "X" EA 5 $1,800.00 $9,000.00 L Type P - 9 Inlet EA 2 $3,250.00 $6,500.00 d Type J - MH EA 4 $3,300.00 $13,200.00 4- Yard Drain Inlet EA 47 $1,000.00 $47,000.00 Water Control Structure EA 2 $4,500.00 $9,000.00 r- Drainage Sub -Total $817,993.10 O Unit Total Unit Cost Total Cost MISCELLANEOUS LF 5773 $0.45 $2,597.85 SY 21350 $2.25 $48,037.50 SY 45000 $2.25 $101,250.00 LS 1 $5,000.00 $5,000.00 LS 1 $558,527.00 $558,527.00 EA 24753 $4.00 $99,012.00 LS 1 $36,800.00 $36,800.00 LF 200 $80.00 $16,000.00 Drainage Sub -Total $867,224.35 0 +: 1' Sod Strip (back of curb) Lake Slope Sod Bahia Sod (PH.1 Perimter Berm 50' in Width) Temporary Construction Entry t Trees, Shrubs, Mulch rJ Littorals !0 Irrigation (code req'd material within buffers, VUA, & LS screen only) Q Turbidity Barrier Construction Subtotal for bonding $6,298,587.35 TOTAL $6,298,587.35 + 10% Contingencies $629,858.74 GRAND TOTAL 6 928 446.09 Packet Pg. 403 H:\2017\2017001\SS\SkySail Ph 1 PPL Engineers Opinion of Probable Cost 07_28_2020.xls 16.A.3.c g T o �p�1 p� ` z9LL3Q= �gg�yLL Wi ZY OY 10 ` �toz s-Qv�zg j - 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R mmmo�0000000000000000aaeoa88aoagoaoeoaeoaoogoaeeoo8008800000088ao8$m ^0000880000o8800eoae8a000800 66 g &ammmamm Ao'000So��<<�'°�mmR�mmme��mmmmm mmmmm�l7G�«FG�tl fiG�33^3R'33��333'3�3'33'3��'3'3'�E�3838d�Y3 ems\ L hP,uo 233�M3M P"Iaa&&g$� •a'• a� �a�� QP� / M ,g.,,po' \o< � £`J\/ �h � �/ fa�/�� /4 sari 41 whoa m o�N c)aea /MJ b� �\ d ?J • o u°�J' /$ �� £+ �Nb< < \< � ze � c � ,ae / � \ \fie m ` tF, / � n �'•, o� 3^h « /'\ \J\ \ \ /// �� t L s am 25y y\ ''� 000 '000 M8 000 UNE Z Co N Co to M L. / L4 Cm C IL C 0 t V m ++ Q Packet Pg. 410 16.A.3.c MATCH LINE SHEET 19 m o tg WAj I I II I J 1 �]Ul1s' U TiAR H � �1 I � W mmmmm��0000000 / � z S d C O LL N z a VI co N c0 M M` L CL m IL a 0 m V Q Packet Pg. 411 16.A.3.c Z ¢N MATCH LINE SHEET 10 \ a \ a A \ yJ! \ sr \ Os \ \ 3 zr m \ �Jddl ----------- - s.s , <, w , --- �°ps,• �w 5,. \ TRACT FD-1 \ M-1 oflc�a�xrxr. ar.. °.E7 �osn,ucw s : ov µ—N-506------------------------------om_1—— N 00'51'44" W 2657.68' GOLDEN GATE FAKA-UNION CANAL ESTATES UNIT 65 Packet Pg. 412 - � p 33E3 H) . | � � | . � _ 1 � � � | > | z^ _| §| / (| / | z | � / | z e z\� - s| \s DR. � ®\y /~�` MATCH m SHEET 9 Packet Pg. 413 16.A.3.c a ��s N s J w �~�19 I 1 1 1 ' m W N Z U 1 ' O! 133H5 3N11 HJlyry ftft _ ftft Z Packet Pg. 414 16.A.3.c \ d 40 x U) i W / �� I / /tee// a�Owt I / I I I g I oar I I �I �1 / l \ \ / o<, 3 ; d III; \ •�, mlo---L asys•r r m a ry w 1-2 -- IF �Fm �I N o 30• . 35o.aa � : e ------------- h �= TRACT FD-1 J \\ ------ ao---- — — —— TRACT FD-1 m - N 00°50'30" W 2707.71' is 0P5�30- e 53- N 00.51,44" W 2657.68' GOLDEES UNITN GATE ESTAT3 FAKA—UNION CANAL 65 C O N a in Y co R C u- co N to M M L a m IL c a) t V Q Packet Pg. 415 16.A.3.c + S�� _ a I vQN so.cA + e s e+ai 1 3 e U) o - o3 ox-aMw�_ 4 \m 6 or2a'sa'__ zoa.-io rvorvuj 1 y .z uvc sou>H�sr cvnrerce sco>Kw �s-m-za_�, _ � I I \ y I a :aah o e cc O G 0 w - 4/ \ \ oW Packet Pg. 416 /§ \ , _.m SHEET e �- |i | 0m i §}\ � / ) | / ` | , 0 'g \ \ | 9 s, y $/ | _\ a t/ | \ !, I ) \ | ® | \ \ �/ | � | \ �^ � G | _ / - � I, - - \ - \[m - -\ice ° a«w _, ,,,..,,., „ ,, - ._,� ma' mt /: ocuauzz ------------44«----- � � :°i ! :............. " EGATE G.LDE S I 65 --- --\;«--- 2_ ._ bMMMOU � 0 k (L CO) � m E � M k q � g CL m IL k E / 2 Packet Pg. 417 16.A.3.c Ei MATCH LINE SHEET 16 R oj*QZ o Y unu 4 Kxm�K3'l wwza m'uw rb-N-IB N v I ¢ ZT 0y I I I N= W' - 1 "yl I w I ' ' w Z O I I tt I _ - I E- F z � I I A rWa I I O Imo; 'I I'I I'I I w I I a I� U I I v F Z I f I cc W o d 1"1 cc H b � to i1 Fx-I ; W �nll Im F+i O I O � I z I I I I I I II I x II I i I I I II I I II I I I , I o ommmmn �R��a��m - V L U I I II I I m m 40TH '"ambammhbpp �I ---ST. N.E. F s O t a Y I LL 00 N CO M M i CL m IL E V Q Packet Pg. 418 16.A.3.c a o � Y D) F J 2 d N UNPLATTED izss el < o 3 x z N W� H T s of zl3o E 2]1t.e] 0 m a w g NOx�J--------------- uA.l �'ffi5.83 $s 11 I II ti = � e I - I I I ' I I I � I, II I - � I I I I I I � I I I I II I II �r_ � I III O z o0 II o I I x w II II a II o U I i I I Of w Z _____-_____ � Im o z W oab I x W co co o � z , I I I I F o I sw V`I W zo �oia II maF � .. � II I wo III z II I I o LO LO I I I Ga li ' I� I I= ---- N a I Ie I I® I I I I I 2 may} I I I I I �� I I Gslrn(nwmwslww29 xt'xx M-le-as s"""" Z a MATCH LINE SHEET 15 I Packet Pg. 419 16.A.3.c a rn s orzrzo° c zn� s� UNPLATTED Ei �'�'�•i" vQ�s a d � � a H Z 0 o m I ' a 0 mCIO a v� I I I I � I Q I II i IW O I W I � N r E z o U w a w U9q� =o � � I I x � z I 0 F U � W o I � E. I 1I II 1 =yin 2 MATCH LINE SHEET 14 I �„ �r�n "$8ommmm Packet Pg. 420 16.A.3.c a' UNPLATTED a vQ�s 3 x Z 0 m ! I a Ws ~ W I - _ W J w I + I � I d Ca O W I E- z = I 0 U x w � I a I o U Im I F� Al, I II x U� I �z! w I 0 F om�'� �pT19''r '�� ogMATCH LINE SNE I =` Z a� Packet Pg. 421 16.A.3.c Ei d UNPLATTED wQ $ 3 x s sn.ou 'o� 71s.ao' s ornNa' a xzss ua s P — — — z W YO — — — — a- maxim - c� Z f I 80 - I I Q j a i I - O I I ecs Pi I --- w I i a F I =II I �✓ w I I II � (i c s'..1 7 — _ V) Chi I Ems' x `n° Li /I1 Z Ueda O � �m W F I O w a I I o O =�mr r--1 � m., I =n5�h I w rn I III � F I I z sl�Il 0 pry ( MATCH LINE SHEET 8p^anf d I I MATCH LINE SHEET 5 a onria•E wn _ ¢ o smvnve Z --.NWFm d C O N N t a CO) a c :L 00 N co M M i a m IL V Q Packet Pg. 422