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Home My WebLink About2002-10-09 MIscellaneous SPR oil= a YOU'LLSEE THE DIFFERENCE What does FIN/SLAT '1000` �' have to offer you that no other ordinary slat manufacturer can? More personal privacy. FIN/SLAT '1000', self-locking privacy slats are engineered to provide maximum density resulting in an unprecedented degree of privacy and style. If you're looking for privacy and style for your fence, FIN/SLAT '1000' is the obvious choice. ORDINARY SLATS f 0 0` P' ! 9 'f F S I r FIN/SLAT ' 000' .�. am .y„ ........... ......... s N. A p mI i i What separates FIN/SLAT `1000' is available In the following colors*: 171NISIAT1 from ordin a ry si a ts Belge Rustic Brown Snow White Black No other fence company backs its products as well as Master-Halco. Fin/Slat '1000' has a 15-year limited Warranty so you'll never have to worry about your Redwood Sky Blue Forest Green Cape Cod Gray purchase decision. * Due to manufacturing variances and limitations of the a production process,actual slat colors may vary from tills brochure. Exclusive, patented slats offer an unprecedented Royal Blue degree of privacy to your chain-link fence system, Manufactured using high density virgin polyethylene and ultraviolet inhibitors, Fin/Slat '1000' is designed s to stand up to years of outdoor exposure, enhancing the value of your property for years to come. The self locking slats can be installed by hand or by using an installation tool included for additional ease. Fin/Slat '1000' is available in beige, rustic brown, snow white, black, redwood, sky blue, forest green, cape cod gray and royal blue, Variety coupled with the strength and security make Fin/Slat '1000' the ideal choice for residential, commercial and industrial applications. ORDINARY SLATS FINISLAT `1000' Specifications subject to change without nottce. MASTER HALCFIN/SLAT '1000' is available from: For more information,contact our Customer Service Department; 1-888-MH-FENCE(toll-free) P.O.Box 365,La Habra,CA 80633 emaLl: info@mhfence.com + www.mhfence,com M-H 0009110100.Copyright 02000 Master ffalco,1 t.All rigbu resuved. AIRFIELD PAVEMENTS _* FLE/�vI BLE DESIGN CHARTS -- CAA 100, o LE-A SUBGRADE CLASSES FOR FLEXIBLE PAVEMENTS SUBGRADE CLASS FINt,L POOR D AINAGE GOOD DRA NAGE P GROUP ---�- No Frost Severe Frost No FrOSt Severe Frost 7D0D Tat Fa Fa Fa Fa E-2 Fa Fa FI F2 E-3 FI Fl F2 F2 E-4 Fl FI F3 �4 eo000 E-5 FI F2 E-6 F2 F5 F4 F5 E-7 F3 F4 F5 FIB 0 4opoo E-8 F4 F5 F6 F7 ► E-9 F5 F6 F 7 F B E:-10 F5 F6 F7 F8 E-{I F6 F7 Ff3 F9 '°•°°° E--12 F 7 F8 F E-{3 NOT SUITABLE FOR SUBGRADE Z3,000 _j 51HGlE WHEEL EDAD•THDUSAHOS Or POUNDS 12 k i3D0020 - 10 TOTAL PAVEMENT THMESS-MCM RF F_ FIG.B—DESIGN CURVES FOR TAXIWAYS, APRONS,AND RUNWAY ENDS e N -BI UMI DUS AS 4 KOOO 2 eg000 0 rLt000 10 60,000 B JTUM sg000 4 RAUT' g 4Q� 2 3 0 RUNWAYS-NONCRITICAL AREAS i SIHSLC WHEEL LOAO-TNOUSANDS Or POUNDS 3Q000. - I$1 ES,000 14 12 S pFA zg000 10 } 6 iSOaa i NO -131 i $ ., _ ..... TOTA1 PAVEMENT 7NiGNNESS-YIafS . 4 FIG,C.•-DESIGN CURVES FOR NONCRITICAL RUNWAY AREAS 2 s (a) For subgrado conditions outlined above o , from Table A, f0 subgrade class is F-5. (b) The equivalent single-wheel load for this aircraft and F-5 $ 5 F R subgrade class Is 72,500 lb. (See page 10-52.) 5 (c) From Fig. 6, the total thickness required pavement is 30 Inches, 4 (d) Since the required pavement thickness of 30 inches Is less a I TUM14CKJI than the depth of frost penetration, a severe frost condition 2 exists. 0 TAXIWAYS,APRM,RUNWAY ENAS 2. Final design based on severe frost and poor drainage condi- tions; -FLEXIBLE PAVEMENTS—SURFACE AND BASE COURSE THICKNESS (a) For subgrade conditions outlined above, from Table A, subgrade class is F-6. (b) From Fig. B, page 10-52, the equivalent single-wheel load n: Aircraft with dual-tandem gear load of 161,000 lb. E-7 for this aircraft and F-6 subgrade class is 78,500 16. )grade, poor drainage conditions, average depth of annual (c) From Figs. 13 and D, the profile of the required'pavement 311 st penetration of 36 inches. Surface ........... ' ...... l l�' s, and Mon-bituminous base course .... 201i i; The pavement requirements far taxiways, apron Subbase course ........I. ... .. I ... .. .... .......... Tway ends. A nonbituminous vase is to be used. NOTE: Lion: 1. Fa curves represent combined thickness of surface and base courses. ),hake trial design, assuming "no frost" and above drainage 2, No subbase required on Fo subgrades. condition to determine if severe frost condition exists, as 3. Horizontal Increment, at design wheel load, between a particular defined on page 10.50. subgrade curve and Fa curve represents the subbase thickness required. i _IELD SECONDARY AIRPORTS - DESIGN -- CAA MENTS zary Airports provide landing facilities to accommodate personal TABLE A t and other aircraft normally engaged in non-scheduled flying activl- econdary airports seldom will be required to handle aircraft of gross Soil Aggregate •Turf s exceeding 15,000 16. Group Thickness,iekness, incites ent generally will consist of: -i bituminous surface placed on prepared base course, or rE6 t0 to 6 id surface of minimum allowable thickness (6 in. concrete). The de- i data on this page deal with flexible pavements only. No special toy 6 minimum ign criteria for secondary.airport rigid pavement, since the 6 in. imum-thickness pavement will serve all aircraft which normally to E12 6 to 10* rate from secondary airports' E13 Not sustable e Courses: iminous surface treatment for wheel-load designs to 5000 lb, C.A.A. *Thickness dependent on climatic and cificatlon P-609. drainage conditions. ,stone mat C.A,A. specification P-405 with bituminous surface g fitment for wheel load design in excess of 5000 lb. When economically feasible, a more durable dense-graded plant-mix bituminous concrete should be used in lieu of that noted above. and Subbase Courses: In addition to the base and subbase specified €0,000 De 10-50, satisfactory base courses can be provided for secondary 9,000 s '.. is by soil stabilization. Compaction control for secondary airports is x on the C.A.A. compaction control test T-611. B4O00 1. Recommended Methods of Soil Stabilization So[' stab"'zotlan Is c` rocedure whereby the properties of a soil are Improved to the extent N 700 ti 5 t will meet requirements for pavement bases or subbases. Stabilized z are not intended to serve as surface courses, 0 41 6,00 0 chanical Stabilization—the mix€ng of aggregate and soil to produce a ,q erlocking of aggregate and soil particles and other desirable physical 1 ,perties. See C.A.A. specifications P-208 and P-213 for gradation a 5,000 a auirements. ibilization of improperly graded soils by means of binders such as w d 01and Cement, bituminous material, and lime, to produce a material w a 2t will provide adequate load support and will not soften in the 4,00 :sense of water, 1 Bituminous Stabilization This should be restricted to soils of a _j r V Co iL tL granular nature. Most commonly used grades of bituminous binders x 3,00 are RC-1, RC-4, MC-1, MC-4, SC-1,SC-4, RT-3, RT-7, and slow- curing emulsified asphalt. (See C.A.A. specification P-216.) } Soil Cement Stabilization All types of soils and materials such as shale, gravel, screenings, slag, and mine tailings can be stabilized by the addition of Portland cement In the correct quantity. The mini- mum allowable thickness shall be 6 in. See C.A.A. specification 2000 P-301. 4 5 6 7 B 9 10 15 20 Lime-Sail Stabilization Lime in small percentages (2 or 3%) will ac- TOTAL PAVEMENT THICKNESS—INCHES complish a marked improvement In stability of gravel, disintegrated Figure B—Resign Curves for Flexible Povements—Secondory Airports granite, crusher-run stone and caliche for base-course use. Lime- stabilized plastic soils should be treated with hydrated lime in amounts ranging from 2 to 10%, recommended for subbase only, See C.A.A, specification P-301. TACK COAT negate Turf landing strip is that in which stability of soil has been ln- PRIME COAT sed by the addition of granular materials before establishment of turf. I° BIT PLANT MIX. nomy design to serve 10,000 lb. gross weight aircraft. Compost-70 to maximum density to permit growth of grass. See C.A.A. specification 17. %MPLE: Given: 7000 Ib, single-wheel load, E-8 subgrade, 6 inches + 'Q b b P ` i penetration, good drainage, d '� -D /�slr STABILIZED ufred: Flexible-pavement non-bituminous base for main landing strip, 0 . € BASE COURSE egate turf for cross-wind strip. ��, b I ition: 1. Aggregate Turf: Provide 6 In. soil-stabilized aggregate. Q D 0 p 0 Q 0 r�O O Co�` p b o elation per specification P-217. Compact 70 to 90% maximum density. � n 0 0 c7 p a o O 0 fl -sen 1 1/2 in. of stabilized material and seed. 2. Flexible Pavement':From page 10-54, E8 soil � F4. From Fig. 13 sta- SUBGRADE � 211STABILIZED ze 2 in. of subbase with lime. Stabilize 6 In. base with gravel. Provide SUBBASE i, dense-graded plant mix. TE: When designing for single wheels above 10usin lb., design should be based on 15,000 fib. single-wheel load, using chart on page FLEXIBLE PAVEMENT: 10-54. No reduction in thickness shall be made for intermediate areas of runways on secondary airports when using Fig. B on this page. Adapted from C.A.A., Airport Paving, Oct. 1956. SECTION I. od ' i A 1 l I MEMO 1M. x t ttp:ji72.72,82,242jaf{sjcerf900r +1 4y j I-X I north essex registry of deeds N File Eat ..yiiew Favorites Tools lied 4'Favorkes 0 Browntech]avalroageViewer k faago PL 14142 earthed Land Plan from thru current Database`s Search Boo i • «Previou6 tfexb ShCsr RMf Cary Select tine next action you UP 1 want to per Grill, When done viewing,click on I R the<Previous button below. 600k-Page,PL-141$2" L Plan date: 10-04-2001 Recorded: 01-24.2002[2:24i00pm P 1 View Print Add to Cart 4t Pages in map/plan: 1 GIANQUITTO,DON (Fs-ep for) North Andover ;Previous Malnjde.nu '' NETHUEN AVE (Street) North Andover e�■■■ � SUTTbN 5T (Street) North Andover •eC99[[ CHftISTIANSEN&SERGI .curve or) North Andover �¢ :•_�` 4PrevioirR ti5xtr Show Prinf Carl w ' BED ` ' To ea an abstrac#of the next eequentia!plan,click on Mext:�. x To see the previous panel displayed,click on Previous. 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