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HomeMy WebLinkAbout0025 BENJAMIN FRANKLIN WAY - PLANS (3) STATE TOWN PROD. NO. YEAR NO. .TOTAL SHEETS MASS. HYANNIS 76-20 1976 1 3 GENERAL NOTES SHEET ALL ':JORK SHALL CONFORM WITH ALL APPLICABLE STATE AiuD LOCAL REGULATIONS. THE CONTRACTOR SHALL VISIT THE SITE AND INFORI'1 HIMSELF OF ALL CONDITIONS AND UORK TO BE DONE. HE SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS. ANY DISCREPENCIES OR QUESTIONS SHALL BE REPORTED TO THE ARCHITECT BEFORE WORK COMMENCES WHEREVER POSSIBLE. M A N THE CONTRACTOR SHALL COORDINATE THE SCHEDULING AND TIMING OF HIS WORK WITH THE PRESIDENT OF THE BANK OR HIS REPRESENTATIVE SO AS TO CAUSE A ' -- STREET 1 OF IHCONVE,JIENCE_ GENERAL CONDITIONS OF THE CONTRACT, STANDARD FORM A201 , APRIL , 1970 EDITION OF THE AMERICAN INSTITUTE OF ARCH- L1I�JI��Ui TECTS ARE A PART OF THE CONTRACT FOR THIS PROJECT TO THE SAME EXTENT AS IF INCLUDED HEREWITH. Rim El. _ 109.19 l/hv. El = 8 7,21 THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES , AND OTHER LEGAL FEES REQUIRED.Id INSURANCE COVERAGE SHALL INCLUDE, BUT IS NOT LIMITED TO: (a) COMPREHENSIVE GENERAL LIABILITY INSURANCE INCLUDING "COMPLETED OPERATIONS" , OWNERS PROTECTIVE LIABILITY AND CONTRACTURAL LIABILITY \ �� \� '01 /off /08x9 Rim El =109,51 � SHE DETAIL 'W' (b) COOVERAGE IN AMOUNTS OF AT LEAST PROPERTY DAMOAGOOOIAACH ILITYRSON AND S1 ,000,000 EACH ACCIDENT BODILY INJURY LIABILITY.CO So-- -S ( T 3) 1 ­9 2 i -SEE DETAIL ''A" B/ //0 / 5 I PRIOR TO SIGNING CONTRACT, CONTRACTOR SHALL PAY THE PREMIUM FOR AND FURNISH PERFORMANCE BOND IN AMOUNT OF 100; OF THE CONTRACT PRICE, TO COVER _ - e COi7c P /0� 7 1096 log it t C�nc SW - _ FAITHFULL PERFORMANCE OF THE CONTRACT AND PAYMENT OF ALL OBLIGATIONS ARISING THEREUNDER. �3.07 ��� 70¢ C5d - / 41 109x6 - 5� 37' AT COMPLETION OF THE PROJECT THE CONTRACTOR SHALT_ REMOVE ALL CONSTRUCTION DEBRIS AND LEAVE THE PREMISES DISTURBED BY CONSTRUCTION OPERATIONS IN I --- 70.00 �I SEE DETAIL A CLEAN AND NEAT CONDITION. IN ADDITION, ANY WORK DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. i' �;4" ' ; �� �` . LANDSCAPING WILL BE COMPLETED BY THE OWNER, BUT ALL LOAM ENCOUNTERED DURING CONSTRUCTION SHALL BE SPREAD IN LAWN AREAS BY THE CONTRACTOR. ALL HEALTHY TREES AND SHRUBS WITHIN THE NEW GRADING LIMITS WILL BE REMOVED, BALLED AND HEELED IN AS DIRECTED BY THE ARCHITECT. Bit Conc. 54Y. --- Bi t. Conc. ---- -- ---- SYY 6 -° THE ELEVATIONS OF THE EXISTING SEWER AND DRAIN SYSTEMS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY ALL EXISTING ELEVATIONS PRIOR TO CON- Irv) /47 /09 �, STRUCTION. PARTICULAR ATTENTION MUST BE GIVEN TO THE ELEVATION OF THE TWO SLEEVES FOR THE SANITARY LINES PASSING THROUGH THE SOUTH RETAINING �b �01-_NEW BIT , �� /p WALL. ANY ADJUSTMENTS REQUIRED DUE TO EXISTING CONDITIONS ARE TO BE APPROVED BY THE ARCHITECT PRIOR TO CONSTRUCTION. CON C. WALK NEW STEPS RIM 1/06.5 -� \`� ALL NEW SEWER PIPE SHALL BE 6" TYPE II , CLASS 3300 ASBESTOS CEMENT PIPE. FITTINGS SHALL BE "RING-TITE" ASBESTOS CEMENT. I o p6 INV. '/OZ.O 40' `� ! _ /per NEW DRAIN PIPE SHALL BE 12 CLASSIII R.C. PIPE EXCEPT THAT UNDERDRAIN SHALL BE 6' PERFORATED A.C.C.M. PIPE. i _ o \I I0 i0 1 l0_ -1 - - - . _ GLEAN-OUT FOR ALL NEWPRECAST CONCRETE CURBING SHALL HAVE 3' RADIUS CORNERS UNLESS OTHERWISE SH'l,,IN ON THE PLAN. UDR A IN (INV. 99. 0) Si// El - //l.2 i 2 ° ---- -25 FILLS: EXCEPT AS HEREINAFTER DEFINED, FILL SHALL BE CONSTRUCTED OF CLEAN GRANULAR, SUITABLE INORGANIC EARTH THAT CAN BE PLACED AND COMPACTED, g ...�! /07 INCLUDING NO STONES OVER 8" IN THEIR LARGEST DIAMETER, FREE OF STUMPS, RUBBISH, SOD, INORGANIC MATERIAL OR OTHER UNSUITABLE MATERIALS. NO HYANNIS CO - OP BANK -- � � � � � � � �� °��_ � --------- � EXIST. ROOF LEADERS o� - RIM /06.75 STONES LARGER THAN 4" IN MAXIMUM DIMENSION SHALL BE PERMITTED IN THE UPPER 6" OF FILLS UNDER ALL PAVEMENT BASE AREAS. SUITABLE MATERIAL FROM SEE NOTE 4 NEW CONIC. WALK INV. 10�.25 ZQ' ` -105 EXCAVATION MEETING THE ABOVE REQUIREMENTS MAY BE USED FOR FILL. ANY ADDITIONAL FILL AS REQUIRED SHALL BE FROM OUTSIDE BORROW AREAS. FINAL Concrete �.� EXIST, TREES TO REMAIN DETERMINATION OF SUITABILITY OF EXCAVATED OR BORROW MATERIAL FOR USE AS FILL SHALL REST WITH THE ARCHITECT. HOLES RESULTING FROM THE REMOVAL Bench Mark - First Floor El. =10r?. 68 /per i Ii /06 /05x8 OF STUMPS , BOULDERS AND THE LIKE, WITHIN THE ZONE OF ANTICIPATED FROST ACTION , SHALL BE FILLED AND COMPACTED WITH MATERIAL SIMILAR TO THAT _--103 �_ p6 (REMOVE SURROUNDING THE HOLE. Top of brickwork water table = El 107(53 - 5' ,�� � �� C� Top of concrete foundation = El /C5.4B 1 q Qj COMPACTION: MATERIALS SHALL BE PLACED IN SUCCESSIVE HORIZONTAL LAYERS WITH MAXIMUI! LOOSE DEPTH OF 12" FOR 90`,_, COMPACTION AREAS AND 8" FOR 95% FILL IN EX15T O1� S.M.H. 'J 00 ��, - - - _ - -- - - o� ; COMPACTION AREAS. COMPACTION REQUIREMENTS SHALL BE AS HEREINAFTER SPECIFIED. CONTRACTOR SHALL SUBMIT METHOD OF COMPACTION TO THE ARCHITECT. I DRY WELL _ _ INV. 95.0 ��, THE APPLICATION OF WATER IS PERMITTED AND FOR UNIFORM SANDS MAY BE REQUIRED IN ORDER TO ACHIEVE SATISFACTORY TRAFFICABILITY AND COMPACTION. AT (SEE NOTE 5 LEAST 90 '' OF THE MAXIMUM TEST DENSITY SHALL BE ATTAINED IN ACCORDANCE WITH AASHO DESIGNATION T180, METHOD D, IN ALL AREAS EXCEPT AS HEREINAFTER basement Floor I /� - _ /�5 El. = 99.10 /0 5 9 DEFINED. FILLS UNDER AND ADJACENT TO STRUCTURES; THE SURFACE OF THE SUBGRADE UNDER STRUCTURES AND ALL PAVED AREAS; AND THE UPPER TWO LIFTS OF �I NOTE 2rz: , ,YI ! I ? FILL FOR ALL PAVED AREAS; AND ALL GRAVEL BASE COURSE MATERIAL FOR STRUCTURES AND ALL PAVED AREAS SHALL BE COMPACTED TO OBTAIN AT LEAST 95'' OF - - hrubs 99 9 /Olx / I\y�� ` THE MAXIMUM TEST DENSITY. Grovel UNDERDRAIN T Rim El - 71 I - Q C4 I BACKFILL ADJACENT TO STRUCTURES: NO BACKFILL WHATEVER SHALL BE PLACED ON OR AGAINST MASONRY OR OTHER STRUCTURES UNTIL PERMITTED BY THE ARCHI- 99x4 .9 x/ S.M.H. Grovel v El = 9 �\ �o ' L TECT. IT SHALL BE-FORMED OF SUCCESSIVE LAYERS NOT P1ORE THAN 6" IN DEPTH, UNIFORMLY DISTRIBUTED ANO EACH LAYER THOROUGLY COMPACTED. 11ECHANICAL FILL IN INV. 95.0 t I a 4 /8'� J _ _ I \ TAMPERS SHALL BE USED IN CGMPACTING HARD-TO-REA'H AREAS AROUND MASONPY I IIVSuRL ADEQUATE UNIFORM C!!f1PAC1I N. SYP1METRICAL BACKFILL LOADING EXIST. - (SEE NOTE 5 I s SEE NOTE � - �� C �� � '� � _ , _ ��s � O SEEPAGE j �"� - -- I APJACENi TO STRUCTURES SHALL BE MAINTAINED. TAKE CARE TO PREVENT WEDGE ACTION OR ECCENTRIC LOADING UPON OR AGAINST THE STRUCTURE BY S . FPPiNG T - ° �,� o PIT ` l __ _ -___ .__-___ 0 - 9 - E \\\ �\ o Z OR SERRATING ALL SLOPES BOUNDING OR WITHIN THE AREAS TO BE BACKFILLED. WHEN BACKFILLING CARE SHALL BE TAKEN THAT EQUIPMENT USED WILL NOT OVER- 15� Hed e -t- �� /O q y 5 ,`_,g9 �+ ,. -___-- ` Q 1 o I \O'3 Yw y �/ I�\ o \U `0 5 t > LOAD THE STRUCTURE IN COMPACTING THE FILLS. THE BACKFILL IN BACK OF ALL STRUCTURES SHALL CONSIST OF GRAVEL CONFORMING TO THE STATE SPECIFICATIONS. EXl 5 T r \ I \� BITUMINOUS CONCRETE PAVEMENTS: SEPTI� TANK %f nc 3 Shrubs - -� SEE NO TE 3 �, o �, __ �, ------ - ---- _ ---------- - Park ink ��3.8 �o \ ` -►D �S- ` y (a) SUBGRADE PREPARATION: THE CONTRACTOR SHALL PERFORM NECESSARY EXCAVATION , FILLING AND GRADING TO BRING THE SUBGRADE TO THE REQUIRED GRADES RIM 103. E '°' .J '' .+ �� i h R CONSTRUCTION OT THE GRAVEL BASE COURSE. THE CONTRACTOR SHALL FILL AND TAMP ALL TRACES OF DEPRESSIONS CAUSED BY UTILITY TRENCHES AND INV I`" 9 7. RIM l0/ �� o �� , REMOVE ALL SPONGY AND OTHER UNSUITABLE MATERIALS AND REPLACE WITH STABLE MATERIALS. LOOSEN ALL EXCEPTIONALLY HARD SPOTS AND RECOMPACT IN U'DRAIN 98.0 - NEW M.H. , INV B5 0� o \�� c� s AFFECTED AREAS. EVERY PRECAUTION SHALL BE TAKEN TO OBTAIN A SUBGRADE OF UNIFORM BEARING VALUE. AREAS SHALL BE UNIFORMLY RECOMPACTED TO Bituminous Concrete F='ave11-r �t IN1 93.z0_ BY OTHE S lM 103. / \�O \"� �� MINIMIZE ANY SETTLEMENTS DUE TO LOADS IMPOSED BY NEW CONSTRUCTION. ALL SUBGRADES SHALL BE MAINTAINED IN SATISFACTORY CONDITIONS AND PRO- dlNV.95.9 �� �cr� �` TECTED AND DRAINED UNTIL NEW BASE COURSE MATERIALS �a ! LS ARE PLACED. FINISHED SUBGRADE SHALL BE TRUE AND PARALLEL TO PROPOSED FINISHED GRADES. _S.M.H. STUB_FOR SEE NOTE INV. 94,25 FUTURE ADD'N i t. onc. Berm �I (b) GRAVEL BASE COURSE: ALL NEW BITUMINOUS CONCRETE CONSTRUCTION SHALL BE CONSTRUCTED ON A PREPARED GRAVEL BASE COURSE CONSISTING OF GRAVEL C E ---8- --------CONNECT L ' I I BORROW COMPOSED OF HARD DURABLE STONE AND COARSE SAND FREE OF CLAYS SILTS AND LOAM AND UNIFORMLY GRADED AS SPECIFIED UNDER SUBSECTION C.B. INV. 9,3.58 c� s � / ❑ l� ----U - D 9 EXIST. STUB 11 o M1 .03.0 OF THE STATE SPECIFICATIONS. MAXIMUM SIZE STONE SHALL BE 2" (M1 .03.0 TYPE C) . EXCEPT AS SPECIFIED HEREIN, ALL WORK IN CON- _ -t'` _� rn.� ,EL. 9Z.19 /� NECTION WITH GRAVEL BASE COURSE SHALL CONFORM TO SECTION 405 OF THE STATE SPECS. im El. = 98.93 Rim El. =95 Al� --0 / ' Inv l = RIM 100.8 � � � � ���/ � I w T I INV. 95.58 Shrubs O I (c) PAVEMENT: ALL BITUMINOUS CONCRETE CONSTRUCTION SHALL CONFORM T SEE DETAIL . A _ _ 0 0 APPLICABLE REQUIREMENTS OF SECTION 460 OF THE STATE SPECIFICATIONS. { I q r iin y) I I I I I I I I Rim I I C. TINDER AND SURFACE COURSES (DENSE MIX FOR WALKS AND TOP COURSE- ELSEWHERE) SHALL CONFORM TO THE TOLERANCES SET FORTH IN TABLE A OF SUB- -�T.' 96.3 Rim El 96.9 I / 3 / /Z F I SECTION M3.11 .03. ESTABLISHMENT OF GRADES, GRADE CONTROL AND CONFORMANCE TO FINISHED PAVEMENT SURFACE GRADE TOLERANCES REQUIRED SHALL NEW STRIPING (23 EQ. SPACEs) _ Iria Ell_ 95�. _ ------__� In v �L 95.3 i 9 99 ! _6 BE THE RESPONSIBILITY OF THE CONTRACTOR IN ACCORDANCE WITH THE DRAWINGS AND STATE SPECIFICATIONS. COMPACTED SURFACES OF GRAVEL BASE 6 rains rnen I �'9 � x� -- as COURSE HA L BE GIVE A R ME COA 0 C- 50 CUTBAC ALT, AP R SQUARE YARD. THE ASPHALT SHALL BE SHALL N PRIME T F M 2 K ASPHALT, PLIED AT THE RATE OF 0 5 GALLONS PER - - - -- - - - -----^ - --- ----- -- - - ALLOWED TO PENETRATE FOR A PERIOD OF 6 TO 24 HOURS. A LIGHT COVER OF SAND SHALL BE EVENLY DISTRIBUTED IN SUFFICIENT QUANTITY TO ABSORB Z10. 00 ADJUST EXIST. Ced. �977 CBd. - I O ALL SURPLUS BITUMEN, AND TO FORM A TRUE SURFACE. THE SURFACE SHALL THEN BE REROLLED BEFORE APPLICATION OF PAVEMENT. -� - 588�55 �30 "W �79.96 R1M TO EL. 99. Dun fe Fgmi/, Ccr NEW SEWER y , p. BY OTHERS �,` �\ CHAIN LINK FENCE: POSTS FOR CHAIN LINK FENCE SHALL BE INSTALLED IN CONCRETE RETAINING WALL WITH INSERTS OR SLEEVES AT LEAST 12 INCHES DEEP AND w \ AULULKED WITH- LEAD OR "POROCK". CHAIN LINK FENCE SHALL BE "COLORBOND II , FOREST GREEN" , AS MANUFACTURED BY COLORGUARD CORPORATION, OR APPROVED EQUAL. CHAIN LINK FABRIC WIRE, RAILS, POSTS , AND ALL FITTINGS SHALL BE RESIN COATED WITH PLASTICIZED POLYVINYL CHLORIDE� (PAINTED FITTINGS NOT Inv =947 \` ACCEPTABLE) . BASE METAL SHALL BE GALVANIZED STEEL. LINE POSTS SHALL BE 2-112 INCH O.D. , WEIGHING NOT LESS THAN 3.65 LBS. PER FOOT; TOP RAIL \ � �Y AND BOTTOM RAIL SHALL BE 1-5/8 INCH O. D. , WEIGHING NOT LESS THAN 2. 27 LBS. PER FOOT. CORNER AND END POSTS SHALL BE 3 INCH O.D. , WEIGHING NOT Underground ��\ LESS THAN 5. 79 LBS. PER FOOT. FABRIC SHALL BE 9 GUAGE, 2 INCH MESH. FENCE SHALL BE 4 FEET HIGH WITH POSTS NOT OVER 10' -0" ON CENTERS. P L A N PumPin9 Station �(Approx. location) Inv =92.4 s, LEGEND 3 Inv = 92.9 CD EXISTING PROPOSED High water level in sump pit Bo/tam of Sump pit = 88.3 ---- - ---- PARKING AREAS & DRIVES HYANNIS COOPERATIVE BANK _ HYANNIS MASSACHUSETTS WALKS NOTES: RETAINING WALL REVISED PARKING & 1 . SEE SHEET ?_ FOR RETAINING WALL DETAILS. TREES SEWAGE DISPOSAL %�. THE EXISTING CATCH BASIN EAST OF THE BANK BUILDING SHALL BE ADJUSTED TO THE NEW PAVEMENT GRADES. THE EXISTING FRAME / _ _-/02-_ CONTOURS -/02- AND GRATE WILL BE REPLACED WITH A NEW FRAME AND COVER - (NEENAH FOUNDRY N0. LK-110 WITH WORD "DRAIN" OR APPROVED .5 SPOT GRADES 99x5 SITE PLAN & NOTES EQUAL.) . THE EXISTING FRAME AND GRATE SHALL BE REUSED ON THE NEW CATCH BASIN IN THE LAWN AREA. 99x 3. THE EXISTING SEPTIC TANK TO BE ABANDONED SHALL BE REMOVED OR SHALL BE FILLED IN AND THE BOTTOM BROKEN UP. PROPERTY LINE REVISIONS GAFFNEY ASSOCIATES, INC. 4. THE THREE EXISTING ROOF LEADERS SHALL BE ADJUSTED TO DRAIN HORIZONTALLY JUST ABOVE THE NEW PAVEMENT BETWEEN THE WALL Q MANHOLES 0 NO. DATE DESCRIPTION ARCHITECTS CATCH BASIN ■ YM '"° ��; , HYANNIS M A S S ACH U S ETT S AND CURB. NEW BENDS, STRAIGHT LENGTHS AND ANCHORS TO MATCH EXISTING SHALL BE INSTALLED AS REQUIRED. THE TWO DESIGNED BY BARNES & JARNIS LEADERS ON THE EAST BUILDING FACE WILL BE ADJUSTED TO RUN DOWN THE FACE OF THE NEW CONCRETE WALL, BEFORE TURNING --- n---- DRAIN LINE D +7 . ;,,� �� HORIZONTAL. � s-- ----- SEWER LINES S Es, Mt. °�' SCALES 1 � = 2 0' PROJECT NO. 5. PROVIDE f'EW SANITARY MANHOLE AT EXISTING SEWER. 76-200 �o.176s a C. R.G. �� o /�R MADE aY DATE , v9 � CURBING --_ ��EH��" - 6. THIS AREA TO BE PAINTED GREEN AS DIRECTED BY THE ARCHITECT. SEE PAVEMENT DETAIL SHEET 'NA" � CHECKED BY N.W. M_ - DATE %aI%91176; NO. 3. -- - APPROVED DATE I 0p 3 ANOREW T.JOHNSON CO..INC. 3098 � � � /� 77 -'► STATE TOWN PROD. NO. YEAR T I I I SHEET TOTAL .NO. :SHEETS 1 MASS. HYANNIS 76-200 1976 2 3 Add'l Reinf. -Add'( *4 Vert. J Bar -- - fTop of - -- - - einf. 4 S gced�s 4' Hi h Fence (See Settin - � i e Slee e 4 /� Tronsv. sho P Lon tl. Defgil Phis shec-f 9 z Add l 4 Hor. 6 0 Lg, a.. :: Each S d of v To of Ke co over S/eeve E. F. . � I E.J. .. .. 3 I 1 4 Chamfer - On All Exposed Fin. Or ,. n : El. 10742 Vertical Surfaces ° i Fill Annulor Space between Sleeve F; Fr`onf � Back Use i �D NOTE: 45 ------- - -- - -- _-__ Pipe with Compressible Filler a Formboord Finish Z ' Minimum of 4" Depth - -Uniform Board All Concrete on Sides rn� C/. '. ;9 : C/. Top of Ffq- "'' "' Width l0" f Q and under haunches shall Z-O be /Qced on Undisturbed # E•5, C. I. Plastic Wgtersfop Beorin Soil # ,� ¢(�/� Vert 5(a�/Z Vert. Plpe. .S/eeve :: ..' �.. .�.'�.� ; � :::� . .�:: . � ': '� : :. �. :: ; _ 9 �z Class -T Bit.Z -O Conc. Surface TLIPe -1-1TYPICAL STEPPED FOOTING * Green) ! P -- NOT TO SCALE Z :'e : : : � lz" Grave/ Base SECTION — PIPE THRU WALL (N.T. S.) T° at F°°ti"� � � � El. 102.00 v 4 Wcepholes To of Batfe r NOTE: Condition at 6` v C. sewer shown - ELEVATION SECTION /o`fxo.c. P " B V, C. Sewer �' S/eeve slopes in opp. Direction TABLE OF DIMENSIONS AND REINFORCEMENT _ Q ear K DIMENSIONS REINFORCEMENT . a IC.Y. Crushed WALL Fin. Grade S one Around 11 II 11 II II 11 11 II = — _ _ = I=111 III=1 .' Weephale \ r'O" Control Jt. TYPE B F A D BAR G BAR H RAR J BAR K - Fence Posf Fill with Non-Shrink Grout 3" �„ Exp. Jt. ,_ - - - `4 # * # � ul - C� 01 6 6 I 6" �, O„ l 5�„ (Ez) 4 P ,5 5P /B" 5(a�lz„ ,zxz Preformed Recess-Fi// with 02 8'-6" Z�- 0" ��-6" #4 (Iz" #4(a�6` #5(a�8° 5�1�° A D `� q , ,� , u I ,/ :p, .. Back of Wall ; Joint _Scglgnt (E.J. �' C. ).) � # � # Z x 6 Con t B r H .3 /0 -0 z -D 3 -0 / -llz 4 9' 6 5 6 8° 5 8° NOTES: c . O (� Key �.. . . q Metal S/eeve provided Preformed Expansion IF by Fence Manufacturer . . --- -- ---.a.. Joint to be: _ - - -- a. �} - Plastic Waterstop - , _ : D 7: q)Fasfened securely to - Extend within 6 " ` One Side of Joints „ �� -T from Top of Wall _ (a7 r. b Carved to within l z " p;.#4 /8� Bar (9 wide for Exp. Jts. T o of Top of Wall 6' wide for Control Jt.) IF FENCE POST c)0m1tted at Control = Join t 4 x 11 4 Chgm fer Preformed Expansion Bar "G`l (Type Joint Mgterra/ Z0ndi5fvrbed 5corin9 Soil SETTING DETAIL �o�°W dl sh 11 have Bs me Joinf Sealant Faces � „ a o g q Exposed a s 6 l-0 NOT TO SCALE Chamfer qs Front Top of Wall (E.J C.�� Exist Brick Cap to mal-ch Veneer PLAN Bat. of Exist Brick Exist Ft . TYPICAL SECTION WALL TYPES (1)-(�) /O 4" 7 Exist Fndn. Wall NOT TO SCALE New 6" Conc. , EXPANSION & CONTROL JOINT D-ETA1 LS .�" Drip ---- , ! 4" Chamfer Match /aside Foce l -8 v'q// N 0 T TO SCALE f Exist. East Fndn. Woll 6 4' 0" -- _J � Goly Rornsef Stud 3 -- - El. 107. 50 Oz Exist. Brick Ila55 -T Phillips Self drilling DETAIL New Brick Veneer Conc. Sur fo e to Remin Anchors(Cat #5-34) t.. lO P I 4'" into Conc. - h 4 �Ft Tyy e I-1 1?-" cc. Vert 16 Ga. Galy Corru aced Fence Line (Painted Green) 9 a Post S/eeve S Cont. y , .. n�'' of-3orizfh Plastic Wgtersfo l�" Gravel Bose - V" Joint -- - - IF o �' 0„ Phillips Self-drilling o 0 Fence Post \� z .9"?C- r ¢"g Bolt Hot 0 DETAIL � Dipped a/v or -- approved EQua/ W Remove E45f. V 9.• n 1 , B rick e 3„ -1-4 k3 r4 Hof Dipped Gq/v Fin. Grade _ 60 Perf. A.C.C.M.P. 4 Threaded- ' Set 3 She/f El. 105,8 , I_ _ �= 1=,1_ �I_, 1 I I (� U drain - Pert• Bolt 8"x4 Future Bsmt. El. 99.00 Q �ownlnve f Sh. l -- �:9�..�:�; Precast --- -- --- � provide 6")Min. Fence Posts I I Conc. Curb - `o See Note 3 Z"X, Cont 12 0 Grgnu/grdF//er Ke " Mo t-e r/o/ con - 5 - - /00'-0„ -- ------- SECTION I y 4 8 forrnin9 to 5f ate DETAIL -- ------- �+ 2" c. Spec. M 2.0/.4 , .. PLAN — SCALE: 3 11 — I I _011 `� —� n � 13, 11 SCALE: = If 0" 4 � . 2 Undisturbed-- I-- 4�6„ 4� 3"CL (Tye) L3carinq Sorl 6 6" '0• Wall Type ® 11 '4„ 12 0 „ -- 44� 0„ 6., 0„ 10,-0„ 6., 0„ -9 0, Face of Exist. . - ---45'=0 -- - - - - - ��8 wall 7gpe_,�!J wall _Type -Q -- vvaii-T�Pe- Ol - --- --- -- wall Wa// Twpe (3 wall Vwail Type TYPICAL SECTION WALL TYPE 4 - - — Brick below Type Z Type � 0 Water Table NOT TO SCALE , El. 107.50 Q. 107.4B El 1074z NOTES: 8�0" uv 1. For Plan and Gc,7eral Nctes see Sheet No. 1. L a)� a i Remove Exist. I Corner �. For additional wall de toils see Sheet No. 3. HYANNIS COOPERATIVE BAN K 4' ri c k I U +LX ,v� U Veneer U 4- ��4 - HYANNIS MASSACHUSETTS Proposed Grade at Face __-_ -__ -_ _____ ___ _���� 3. Wall Types to -® shall have 4 chain link fence ----- -- --- - � - on tap - see Note on Sheet No.= �� �6- REVISED PARKING Bat Exist Ftg. °� �;�,-� , E/ 97. 0 f o L 4 Maximum Soil Bearing Pressure 4 KipslS.F, on � �;o ui-idisturbed bearin soil. ,LQ --El.. 95_0 9 SEWAGE DISPOSAL El. 95. 0 El 95O -S� - E/, - 'S RETAINING WALL Match Bot of El 9/.5 � - Exist. Footing (Et-_88 5�` See General lJ—fes Sheet No. / REVISIONS GA F F N E Y ASSOCIATES, INC. ELEVATION ,� » _.», _ ? NO. DATE DESCRIPTION ARCHITECTS ELEVATION w '*�c►� of HYANNIS MASSACHUSETTS f�w. y �ti a ,✓ BARNES & JARNIS /4 �` ^ '/ TM G DESIGNED BY '/ �v�e ,may > N AS NOTED 3,A � PROJECT NO. RETAINING WALL � °°5 � ES. �. SCALES I fl j.xw\ EMTHAM. y t_ go.1769 0 76-200 1 11 `.016\ MtA9.i. S � ' SCALE: = 1 —0 SPv� "IS TSP� MADE BY C. R. G. DATE �� 2 i ��?w OF 10NALE CHECKED BY N.W.M. DATE APPROVED DATE 2 op_3 ANDREW T.JOHNSON CO.,INC. 1098 STATE TOWN PROD. NO. YEAR SHEET TOTAL NO. .SHEETS TRENCH EXCAVATION - shall comply with the safety provisions of the Commonwealth of Massa- MASS. HYANNIS 76-200 1976 3 3 Joint Sea/er c uset s, Department of Labor and Industries, Industrial Bulletin No. 12, Sections 217 through 229. z Min, Prcmolded b: BACKFILLING OF TRENCHES Ex Jt. Material � ' - 2 Bluestone Trcads For Deep Trenches the Width P may be widened above the a. General : The Contractor shall first place a six inch minimum layer of well compacted graded Barrel of the Pipe. Bgckfill /�� sand bank run ravel , screened ravel or crushed stone for bedding, before laying an pipe.Exis_t._Platform lz _l-z � g g g y g y P P for Full Trench Width - - _ _ — The pipe shall be laid only in an acceptable layer of bedding.. Trenches shall not be back- Shq//Full r( s ecified at /eft. C0 Conc. Entrance Steps Brick filled until the utilities are installed in conformance with specified requirements and in- P isers 4x4-W4xW4 W. W.F spected by the Architect. --------------- -------- 5 Conc. Toolcd Contraction b. Procedure: The Contractor shall backfill trenches with gravel conforming to State specifi- 4 Wide Painted Stripe c Slab Joint Precast Conc. Curb cations Section 150.64 except that the longest dimension of gravel stone in no case shall Trench Bgckfi/l See Detail at Left �fl 1 (See Note at : .':�. : exceed 3 inches. The graunular backfill shall be placid to the level of subgrade under all I left) --- _ - i . . •,. •. _ roads , drives, walks and parkingareas and to a minimum depth of 2 feet over the pipe else- --- - -- u (Not Striped) ,� where. The remainder of the filling shall consist of suitable material free from lumps, clods, o d: Parkin Area g P I CIDBrick She/f o: , 9 rocks or inorganic soils. Backfill to within 2 feet of cover over the pipe shall be laced Pipe Beddin 6 Mqx. — - . —— Pavement 9 P P P for Sides in six inch layers loose depth. Each layer shall be thoroughly compacted using a mechanical P 9. 4S° �50 - 1-1-UlnsuitCl68 ,. : rammer for all backfill placed within two feet of the utility except that hand tamping will E rio/ 4 White be permitted in inaccessible areas. Remaining backfill shall be placed as specified and n ccoExcavation Stripes thoroughly compacted by rolling or by tamping with a mechanical rammer. Special care shall be III- taken to thoroughly compact the fill under the haunches of the pipe. Settling the backfill Undrsturbcd Firm—Firm— Ir TI p.. with water will be permitted. Where trenches are improperly backfi l l ed , or where settlement Fo u n dation Comoacted 5ubgradc occurs , reopen trenches to the depth required for proper compaction, refill and compact and /�0„ /�O Precast Concrete Curb - 6" "' �" = Iz = restore surface to the required grade with compaction mounded over and smoothed off. MqX. MqX. where shown on Plan (3 Compacted I Grove/ Bg5C c. Roadway, drives, walks and parking areas: Backfill trenches in roadways, walks , drives and 7cpica/ Bedding Section _where Unsuif_ob/e - „- parkin areas as specified above except that the entire depth of backfill shall be deposited PART PLAN — STRIPING PATTERN = _ = = _ _ _ = _ _ - - = g p p psCCt/01 -- - - - - soil is Encountered - - in 6-inch layers loose depth. Moisten and compact each layer to a density at least equal to the surrounding earth and in such a manner as to permit rolling and compaction of the filled trench with the adjoining earth under new roadways to provide the required bearing. PARKING AREA DETAILS CONCRETE ENTRANCE WALK PIPE BEDDING DETAIL * NOTE: Sides of Steps to have Brick Veneer. „ Frame � Cover -Le boron /-z Cat. ILK-1/0 with word "Sewer" on Cover' 7„ 6,-O„ _ 4 Chomfcr Z-4"t -Bricks 1no be uscd for- R. l l Radius " D yy l8 -�4 :a: .. Grade Ad justrnents. z Chamfcr Conical 8 Min. Frame to be set- in Typ. for Sides x Section Full Bed of Mortar. See _Joint �Udh Q Cl. Details - °0 c Fence 5„ s Posts Min. Height of Riser Mortar All Joints 4 Bars , Sec Lions vary 48r, t / Min. 0.1Z s in. Stcc/ per Fro /' to 4 - Vertical 70of placed Brick up " _ 3 Bar Diameter according to AASHO wr th Conc. Fence Post Dcsi9na flon M 199 -- •�- Brick Min. , „ 5�� •; SECTION * ELEVATION Iz_ Min. Details For Curb lnle t shown - Omit DETAIL Z 33 Min. Opening except at Catch Basins - - 111 SCALE: 2 = I� -011 Outside of I PRECAST CONCRETE CURB DETAILS " Walk or L own Clearance _ I •: o os shown on Plop 7° Bit Concrcte Drive (Walk Details shown here) or Parking Area NOTE: Materials to conform to State Specification M-40L. 14. Cl - Provide V Openings ��� . : Q: �.:: :. �. . .. J..�: :. Bit. Conc. Walk Precast Concrete Curb (Pai,7f ed Green between Pipe Openin s to Brick Chips Mortar or bNa//s Curb ) where shown on Plans - be Precas in Cement Concrete C/ass A" I JOINT DETAILS Riser Section \_1r7vfn)­fcd ,arch with INgll 1 1 /5 oz. Lead Coated -Frame Grote - Lebaron Cat ELK-l?0 Bricks laid on Ed e J /Ft. l4 Bit Conc. -Top Course I I Copper F/gshing 9 so w (3 Flange) qt Curbing - For Catch -- „ Exist. Brick- -- Wall �" Basin in Lawn Area use Frame 8�� Compacted Gr vel Base /¢" 6it Conc. Base Course , ! 4 Chamfer Grate removed from Existing C.B. PRECAST CONCRETE MANHOLE being changed to Mgnho/e = ,1 =1 s���ir . _ «, Rake out Exist. Joint Slo e 1„ Ff- _ „ m qs re aired to f p Compacted install Flgshiny El. 107.5/ 14 Bit- Conc. Surface ;,;,. ° Gravel Sub-base 9 " ' Fence Line Post Sleeves (Wall Type ®� Course (Dense Mix) - 9 u e �O n I l0 Exlstin Brick Veneer to ° �f " 14 Bit Conc. Base Remain (Note. Existing VVg11 a P 9 Course -"'- " _ -' = Vent Fan to be removed. Brick v.. See Note 4 on 7 6 7 6 Sh e e f No. l Min. -� up Ex, fin OpInnin�c together Fence Corner Post Sleeve nUnless otherwise with Existing Basement I r� indicated Window Openings Prior to o' Fgce Future_ 8" T -I P/gcernent of Concrete.) =7 Top of Bit Conc �: .:. Temporary Cem. Brick ,� ry Brick VVgI/ I Blocking - Pro vide Brick Anchors in Concrete EW VVeephole : p I Of Exist Fndn. Wall El. 107.50 ---- New 6" WaII  (Opening to be precast TYPICAL SECTION -z„ �I ; ,n Riser Section) (Match Bot. r :7 WL Table) Fgce of Pi pc h v BIT. CONC. PAVEMENT 8& CURB Flush or nol- to o Cl project more than e •: (To mfch_Bot_ Jr 4" from Face Brick on South o Face of Exist l/ertic of Cut in Exist. Pavement. New Type Z-1 Bituminous APPIy. Bit.- Tack Coat (RS-l) to - = - 3;, HYANNIS COOPERATIVE BAN K Cut Ed e immediate/ rior to ELEVATION 3 HYANNIS MASSACHUSETTS y ku Concrcte Pgvernent 9 y P 4 Bo/t in Philips Se/F- = :� /grin New Pavement .� �. ° � drillin Anchor Cat. #S 34 (Walk or Drive) P Existing 9 , Foot ' 3 vert�ca//y �4 o.c. Horiz. Exist. Bit. Conc. Pavement ,9 Anchor to be Set REVISED PARKING 8� �.. J-L" in to Concre to An�lGravel Bose Course �Exist. Base . SEWAGE DISPOSAL r I .' i11STn?.fll, � y d SECTION 3 PRECAST CONCRETE CATCH BASIN `\ �+A SSP`r� SITE DETAILS Cornea fed Subgra e ,<,,,,,� M� REVISIONS GAFFNEY ASSOCIATES, INC. DETAIL "A" NO. DATE DESCRIPTION ARCHITECTS NOTE: Details not indicated above arc to be similar to those 'o�� HYANNIS MASSACHUSETTS shown for monho/e. i! R`Nu , EDGE TREATMENT 4 S DESIGNED BY BARNES & JARNIS Cc' . 2. a ' .NEW TO EXISTING PAVEMENT �,;� 9��NSTea��e 76PROJECT NO. 200 G, SCALES NOT TO SCALE HT tf-4- s / AIEM MADE BY C. R. G. DATE O/ �/(o CHECKED BY N.W. M. DATE /DIZ 7l APPROVED DATE 3 OF 3 ANDREW T.JOHNSON CO.,INC.1098 ___--___.___-_.__ _ _,,,_- ........__.._,___._ .___., ._.,____.._.___. - _- _. ___ w...w_ .,,.__._ .,__, . - ._._ ., ___ .,_,._.-_,_ i _.,:,.,.._.__._.-",. ..._n.___„__,,...„. ,,..,:..,....,,,.....,..<..__,__,,.,__..:.°__.,N,___.__..__________44-�.0—._...,,.,...,.,_..—.--..«. ..... __ _ , _ _ ___.�._. ______ _ -.-_ —� L1 _ __� ___________ __-__�_____ __ . 51 il i . _____._____ _ ___ _ ____ i j2� �-l'? x-I-nY 11,E Vdryr)I7 r t-USEt (�,0t11:' Co ; i�' iL .,, it/t L11 F `K' l._ed,:Nlri i o'-;0--✓, I j h OT L - 0 `�`-t�' x f3/"�__ WC7C�D _ _ ��.Li�ai-i� Ut.Pr7CQ) �I}<?� 4E tl� _ _... _,. _ _ _ ' _ G A N 11 7;° P-I ',J "A , P C,'-i , 4 ,:) �,,¢ � �' S.t,+V, p'+P E.. (r_ �---!3---11�_' �__ g;, _ _ -- ----�__ _ _____. ., - - c t� "I f 3 3- x 1-^ x I /4_ WC�C�D � L154a 5OL177C II -M�TA1. CLApoIa I ( 1312G1.1 V Ll,` E f i,l �; : ___T ____.___-_-_ __,-_-_._ -___ -____,_,.- ' M.e. 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I,7 C iA V E N;r_1 - 2 x 7 x ! �? �r' 3 FLU '�� (S o I" '*/ 1 _ . __ , _____ _--_ ____ ...__--._ - - - - - . ._ _- _ - - - , , L - - _. _ ----_ -- --___._ ._ E tt11 _ 4 K_ - -I +- , ( 3 x - .F L ,I2CA VE.NEEZ 1! I r « _ _ _-� - - 4 -n c� x I wnn> i5 � ____- _ _____ ___-_ ____ _- ___- _ __ __._ _ u CSci f : _.____ - `_ .---. .,.. t' .. � i v 3l It F-Lf,11� ti5 1I �,I .. 1_.F ... Mf. _. .. Ii ! I � Ir �1 r. A p y `,' ^ ' !�� D i vt�t>✓ Cc, i r __- ,} _ Y -. -+..,_1 1., , L_1 ._._� .___..._- -_�___ ............... ......__•_-_-___.,...�„.:- __.__--_.. - .-,.--.I __L .,_._._._..--_- ._..0�_.___.-_-____- L �La♦lj 1 I _ h .• + i I D < i 1.,�, 1' . C I ` X '2 t , V S �+ 1 "rji 1 u t , 3 r 1 _!__. I i' I C:7.`' . ,�I , r G - - , _ : i Cyr- .. + - err;; cp �+o :..1. +. F; .~ jt� 3 C1 X a-C} x 1 /q j WC1t�I? F1 I.,SN(5(}I:IG C0 giQ �t$ VE._f1 :E G -5E t? T'l. 0.1 - x , n xx - , . '� n -_ -- tZ ( A C E ) 13 6 Z 3 _.,.,,�._.� -----___---- .,.. ,R A I tr'� 7 I I I. 1 / 3-.C�' X'7�C?�( 3�"� W S^t 1 --. ._ __---_-_-• q _ t , ! r `r°' i ; a- . o- � , - � ; L�. .i �' I q C' (�D FLu5�1 ( � C CO�� �iR�#a VI-IvEFr� R a rJ � v a . �'S i �PTZ si�iE.�.t , i . Ui~6:1r� rsntl.�; -. - _ ___ ___ _ ____.__._-_ -__._ --- { �_ __ ,_.._ -__ _.____ _____ ti� _ , _.__.I LLI�;.I 5©Lir Cc' , r' P rc >-# v ; - . I i 9 " ,u i ,�r� i__ -- ( F I F F C�. .x i -i c i I r , i ) ri a {3 3 �4x 7' n"xl /" wc}0V ___ LUS+� �OLIL- Co;, M LL t ; x 4 ^__.__� .�___ '�C N r(EIJEEr_�����____._�.___ I 1 i-r __ _ --- -- _ _ _.� _ — .� _ �{ P 41- 1" a ,_ I, ,I I i i I'1 a _ w Q - h � , t � Z �v I - i L___--r- -1 t� i f 1. _ .. _ ____ _ _____- __ _.. �_ - !ci i I ... _. _._�._.___.____... _, ________ -__ _ , I - —�-- . �� 5 ?? ,\ �r- �QSA� i f-�_ �__ �'- tit __ - __.% I �._..__._ _ --_ ��1 i tt , !+1 x - P i I -A __- __ "., _._ ---i-__j__:___`_,q,; . j --` r ___ _----_ _ __._...-- _____.-----.-- _ . 1 -4.-i i I f I i ' r I . Av; t I s.1 _ra_ Iwc- , _ a,- -r.-- _ _-_ ._�___-_ ____.._ _--__- ---_ --_.__._ 2. ._- __ ___._--____.___.__,_,__:... __ ,I I --- _� - .T,- -__f - - - - LA IJEr ` p L-4 -- --- Y _ - TJ , 1 _-_- _ , - - _—__ ..-. .r v 1 �. w I r - _ , , -- __. -J­ ,,, __ _____. _ v :17 ____-,_,_ - _ , ,., --- -' _ u i '�\ :. _.._._ I .. . . -r t� r" I I N *1:-,-•. .r—._.�-.___..__-r-- ..,...___._.,M,`�z.�.. •'��:'.-c..: i!4 1 Z- ._ ^ P'ti. }'-- �V k 1f r.J. i� 1�li It -.-P .i I � _ I- I _. __.... ...a _...--_... _a__ .. ^-i 1_ ,- - . . r ` �t - j e, { iI rr(( 4 A, '1 _i.' I _ w iiii, ! �. 1 n' .1 I^ i j V_ _ j ______�.. __-___�__. _ ._ k'` GENERAL NOTES I >� � I R i f jf f r i I t , i 1 . ` �. i 4 } i _ I a I f1 11, i -- i_-_____ I ''' j ! ( . A.i I work shall I I conform M 1 th a I I app I i cab I e State & Loca i P,egu I at ions, f ; g I j' M ! -1 ; 4 ! % i rI. _ I ! ff1 r-_' 2. The Contractor shall coordinate the scheduling and timino of his work with 1 ! ., & - ; I G ifl i the President of the r3ank or his representative so as to cause a minimum ( trs iI _ tI P j 1 I t I -41It91,t'r1 4&voW' _�tA.C3 I! + 1 of inconvenience. The Bank must remain open during construction operations. f ,' �.. I ± a .1 i I 7a scw=aa i_ + I I P I ♦t I i !I 3. The Contractor shall verify ail dimensions and existlno conditions. Any I ; i � .,, iI i 0 I 4 I _ -- ___ r I discrepancies or ouestions shall he reported to the Architect before work ____ __ ` r, f i` -I , J v t _- - __ - { °' : commences where possible. j _ j 1 ; rA - t 1 � { r' - ,� ti- RI��E z Fe . -! (I�a.,. I 4. The Contractor sha I I w. 1. g?. - . . -- - _-+- I • r 1 �^ - 1 Lt construction of the addition.aiWhereveraexistingiwork isrdisturbeddasor 1 t X9 it,� P rt { ? )(_;,4",,tii r " I i 1 , r 11 a- , __ ___-___-____. _. - -.-_- ., �. _ 1 I �jj jI I i required under this Contract, it shall be carefully removed and replaced I i; ; ;- Ii r_ i1 j to match existing. Remove and replace ceiling tile, wall finish material , ,7 I i ' 1 i i , 1 'i v I ! etc. , as necessary for installation or mechanical and electrical work in �, 1 '. _+ ,,y ) �__ _ ._ 1, co l I . IV 1 }. a , existing bui Iding. ' - ' IP�; + 1 _ I I•! ' I i 5. Materials to be removed and debris shall become the ro art of the Con- ? j�` \ r"1 r' i . I �. o f P P Y r {-1.} : \ A i T I r� f Ii 1 I tractor and shall be removed from the premises. Reusable materials such i -�--- f' I I , P ' ____ { as windows and trim shall be relocated where indicated. , ; ! �- r_ ___.__.__._.., i "' , , I I I - , �- --—- - _ i I , tr - . ..4 r I-_..,�.__ ' i 51gf 7 C _ '� �t'I .�- - ! _� 6. The Contractor shall provide aII cutting and patchino required, particu- 1 t c� '` t ;�� i r rl _ � `' �` }�i:. a 1t'a s 33, L r �1 (arty for installation of heating, air-conditioning and electrical work. _ _' ,, - , I: I k- 11 o I. ;�,.III f I n i I , Nt , ! ,-------, 1, 1 �Tr I- I! 4 ..I I I i i 7. Provide adequate blocking and/or supports for new or relocated equipment, � j Ir , /�;1. I i f1 �ji LD I i fixtures and uti I toes. Also provide access panels for cleanouts, valves I �C� v; i n i D •-, i t� , '' �' I and other mechan 1 ca I eau i pment as required. Fury around pipes, ducts or ;. } ; :4 I - . '-��- 1 i . r .� 1 I !; f �„� ; obstructions as necessary to present a neat appearance 1n finished work. ,j j )r r , x i � • 0-1 0- t = p rl __. S. fortallternihmentcfurnished byrOwned.prepare proper openings and services Yv� _-.�- j iiH �M \\ 1 + t , ,1; ! 1Z ' i � _j, ' t (�rj I -1i _, t I of t,l u v+ 3 g , ' I 9. On east wall of Existing Board Room, fill in four (4) window openings - j I �' i 4 �. C � '- "� I 1 4r6a-1c'rG l�` 1 i I ; - : �,4: 1'v4 z 1 I i I ; 1i 1L� with wood studs and plywood; remove exhaust grille and switch, turr in I i ; i , . 4 , ; V I ' 'I ' j , s relocated HVAC unit as required; remove prick for new F.A. f . grille; I l' ff s - s j furnish and install new paneling to match existing (U.S. Plywood - Old ! ; I k y;,� --- [ I �' I I I , Ii -- English Elm) . Paneling that is removed (futI height sheets in good con- 4 . 1 i I i -- �I�' C I t + 3 _ I ' d i t i on) may be used for patching on south wa I I . I ��' Q p__ 0 N, � IV -) I rdc;, � ' ;1I. r IQ. dater supply for new boiler and toilets to be taken from nearest source 4 _ _ N } �4`," � �,..1► I f I I r ui 1 )i i� : ,I in existing bui Iding• ` j � P , =• - ___ t 7 I I ,: ,•.y P ,... ra.- 1 I.. a }� �- �f - i� }'j j I .; r,,,_ r— Q;,� I ti -�.,_.___.�-.___ __._,_.- .-.- __,-_ ..-_..__ -_ _ 7 i ' 1 A .j�'N:1 A j? TS :Q. \. 1_ ii 1 C .X �Y W4 t �`t \ ti `L~ Y f '. w � , . ,- ;! 5 Y ) _ I',N &l �:' (�� e 1 L"r' 4 t \ I , 11 i I I' SC ,., u - - v. r C.A. ':.:., F dr �:1. 1' i '1,. ' w� /� L y T ca t _ _.,._...-�� - I .z,1 :' �% ,� I �� - i i f�'!,� "f kl i..i f.' t� r r ..,.� I f i t I '.L i4 K +°t �r t,] [:�Z �i ;3. A(,.' 7 �Y r�-Ilri-A.. ._ ' I I ! , I% '•I 1 I r ► , 1 � # S 1 ;- 6 I 1 - O _ __ s 0'I t;t 1r , ,IZ . l �r �!,A0T{0rr ♦ ;� a t,' -. (a I " ,. 1 .I-.------ - fII _I - ; 11 I , i� - ram.. t 4' ir .I ; I !L _ - _ , - , I - 1. 1 \.� ( �' iJlrT. 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