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8119_SITE PLAN- AGAWAM PUBLIC LIBRARY- 750 COOPER STREET 5i � PI 0. 3 � , AGAWAM PLANNING BOARD Form D Application for Site flan Approval Please complete the following form and return it and ten (10)copies of the Site Plan to: Agawarn Planning Board Office of Planning and Community Development 36 Main Street Agawam, MA 01001 1. Name of Business: Agawam Public Library Address: 750 Cooper Street 2. Name of ApplicantlOwner: Town of Agawam Telephone: (413) 786-0400 3. Name of EngineerlArchitect: Galliher Baier and Best Address: The Courtyard 10. Simsbury, CT 06070 Telephone: (860) 658-7617 4. Please give a brief description of the proposed project: Existing Building consists of 15,616 SF on the first floor and a partial Ground floor level. New addition will be a full two- r' structure of 20,779 SF that will create a new facility of 36,395 S1= with expanded parking facilities. The construction will be steel framed with a brick- and stone exterior, aluminum windows, single ply roofing including clerestory windows and a roof top mechanical penthouse. The new structure includes an elevator and toilet facilities to provide full accessibility to the existing building as well as the new addition. Construction is expected to start November of 2000 with completion for March 2002. .—.art.r i\'5 ; Q Y PARKING r 1 R 1 TI N This document has been prepared by Vandermark Consulting the request of the Library Director of the Town of Agawam to assist the library administration and town officials assess the status of the Current library facility and plan an effective facality for the future. To help officials and administration meet these goals, this Library Building Program includes: • a review of the characteristics of the community • a projection of probable library use in the -UtUre • a needs assessment of the current facility, based to a great degree on visits and interviews with library staff and administration • specifications of the space needed to carry out librar}, functions in accordance with the selected library roles and in consideration of the community's needs through the year 2015 Field work included two visits to the Agawam Public Library, one in October 1995 and one in November 1995. Data was gathered by observation and talks with staff members. Additional material about Agawam and the library was provided by Donrta Campbell, Library Director. This document provides an assessment of the functional requirements of a library facility that will house the Agawarn Public Library's services and collections for at least twenty years. .Appendix 13 includes a summary listing of the space needed for collections, seating, service desks, staff work area, and group meelin�g, spaces. i vii ' 1 , P I'Ill: E�U"I'[1EtE LlE31ZARl` The administration ofthe Agawam Public Library expects that a significant addition to the current facility will be panned using this library building program. The intention is that the future library will be able to meet the community's needs. The review of the community and the information about the current library have been included irti this document to assist in the d`evefopment of a library building suitable for Agawam. The information should be used to guide the building committee and architects as they review various design options. As a planning document this library building program explains the functional details and design considerations unique to the future Agawam Public Library. The program helps inform the architect, the library association, the building committee, and the community at large. The design of the library will require compromise and negotiation. However, to ensure that the finished project reflects the needs of the community and the goals of the library, all discussions should take place within the context of the planning concepts and the basic questions that follow. SI"I'>, AND DESIGN CONSIDERATIONS A public library should be located conveniently for the best application of its services. The most important general library site questions are: 1. is a downtown crossroads location available" 2. Is the site easy to see and easy to recognize` 3. Is there space available for ample parking? 4. Is there space for future expansion or phased construction? Although it is not at a downtown crossing, the current`site is very visible and adjacent to the high school and Route 57, the town's major thoroughfare. Recently the Library, Director had standard library signs placed at important intersections on major town roads indicating to patrons the direction to the library. Theie appears to be room for ample parking and future expansion at the current site. This library building program recommends a library facility of'33,300 square feet for the town of' Agawam. It is based on the population projection for the year 2015. "Twenty-year projections are required by the Regulatiovrs of the Library Improvemeirr - l'uhlic Library Constructrcrrr (605 CMR 6.00) as issued by the Massachusetts Board of I..ibrary_ Commissioners as amended on November 2, 1995_ Af,owcrm f-Wbhc: Lihrwy Build irtg Program .i - 1 The following factors were considered in developing a library facility program for Agawam. • C:omnurnity demographics and library need • State and national library standards • Services and resources provided in similar comrt1rrnities • Allowance for flexible growth • h9inimum operating cost In designing a building of approximately 33,000'square feet, the architect's preliminary investigation should include the feasibility ol'a single floor configuration. Although an elevator iS needed to provide access to the basement area, a second tloor- increases staffing levels. Given the current staffing level (15.2 FTEs) and a minimum workable projection of 22 FTEs, the design should emphasize; • a single entrance • all public services located on the main floor • centralized circulation of all library materials • location of service desks to give maximU111 visual control ofthe building and convenience to work areas and library collections • 'centralized work areas for staff • equipment located adjacent to service desks for easy staff assistance, • as few as possible fixed interior k falls • open magazine storage for patron retrieval • flexible stack and lighting configurations to accommodate growing collections and changing formats • simple maintenance to reduce the effects of future cost constraints • ADA-approved design A4 ,wi,i,wl Public Lib rnry huilclirag Program Page 5 - i Donna Campbell, Library Director, has considered three options in creating the facility needed for the space identified in this program: 1) renovate and expand the existing facility; 2) adapt and re- use a building originally intended for another purpose; or, 3) construct a new building on the existing sire or a new site Part of the review of site and construction options included a cost comparison of options. The follOWIng issues and questions were considered as part of the review: Sirvour Can the building hold the books? Floors in libraries require a load level of 150 pounds per square foot. By comparison; office buildings are frequently 50 Ibs/sq. ft; schools are 75 Ibs!sq. R.. Is it possible to provide a single level thus eliminating many of the staffing and access issues which are costly in a multilevel facility? Mechanical and Electrical Systems: Are the systems adequate for the needs of the program? Is it possible to be flexible enough to meet the changes brought about by technology? Is the mechanica! systen, cost effective and easy to maintain? Qper to ions and Maintenance Costs: This issue is very important when examining the site options. If the decision is made to remain in the current building after it has been renovated and enlarged, or if the administration decides to re-use another building, the life expectancy of the existing systerns and the structure should be assessed. Will the roof need to be replaced" Hove, about the windows" Is the electrical system adequate for twenty-year Luse? Generally a renovation is more economical than new construction, but these "hidden" costs need to be considered t'or a realistic idea of the cost of expanding or re-using an existing facility. Parkin Is there room for adequate parking on the site? Adequate parking for the projected size of the Agawam Public Library would be a minimum of 98 spaces plus 3 handicapped spaces for a total of 101 parking spaces. The parking area would have to be enlarged, regardless of the option selected. The decision has been made to enlarge the current building. But there are additional issues to be considered. They include: • Are there a plot plan, deed, and title available for the land intended for use for the addition? • A subsurface soil analysis must be completed with documentation that the site is appropriate for the construction. • An asbestos survey must be performed. The cost of any required remediation prior to construction must be factored into the construction budget. Agmvwn Public: Lihr(v-y Hu' chtig Program ? 11(we 5 - 3 I I j 1 t , WETLANDS { i i r REMA ECOLOGICAL SERVICES, LLC 19 Foster Street Manchester,CT 06040 (860)649-REMA (860)647.8397(fax) April 17, 2000 remaB@aoi.com www.remiecologicai.com Mr. Flenry Withers CR3, LLP 571 I-lopmeadow Street Simsbury, Connecticut 06070 RE: Site Investigation Agawam Public Library Agawam, Massachusetts Dear Henry: In response to your request, a RI;S soif and wetland scientist investigated the above-referenced site for the purpose of identifying; any wetland areas subject to jurisdiction under the Massachusetts Wetlands Protection Act (MWPA) (MGL Ch. 131, s. 40) and its Regulations (310 CMR 10.00) and Section 404 of the Federal Clean Water Act. RES used a III ulti-parameter methodology, which incorporates the presence of hydric soils, dominance of hydrophytic vegetation, and other indicators of hydrology to determine the limits of state and federal jurisdictional wetlands. The proposed development site, which encompasses the property upon which the existing public library is situated, consists of maintained lawn, open grassy fields and ornainental plants. The dominant vegetation consists of a variety of' upland grass species and the soils are sandy and well-drained. No wetland resource areas were identified on or within 100 feet of the proposed development site. Please call its ifyou have any questions oil the above or need further assistance. Respectfully subtnitted, REMA ECOLOGICAL SERVICES, LLC George T. Logan, rNIS Registered Soil Scientist Certified Professional Wetland Scientist (No. 581} VIA FIRST-CLASS MAIL ProgectslConrVW353AGWila0wami�WaryI ooc Soil 8 Wetland Studies ♦ Ecology 9 Environmental Planning 8 Management • Permitting ♦ Ecological Restoration&Habitat Mitigation ♦ Expert Testimony 1 1 � f OIL TANK t ¢ —EXISTING ?kNEL '+' C—.1-FOR- T y-FOR-t J @-f-'a5 rl--t—ros—�-] TC—TIMECLOCf SEE WIRING WACRAM Y{.� - IIII x � EXISTING BURNER CONTROL PANEL. += — 2) :1 1/4' FOS �1) x2 FOR SILENCE SWITCH FOR OVERFILL ALARM o i 3'-8'W : 7•-2"H 1'-4'Q DOOR OPENING, INVENTORY CONTROL PANEL I Y INFILL WITH 3000 PSI CONCRETE, i 3'-11-w : 7'-2-H . I'-4'D DOOR OPENING. A-ta I CONNECT New FUEL OIL PIPING INFILL WITH 3000 PSI CONCRETE. Y�TO EXISTING. INSTALL NEW SHUTOFF VALVES AND FIRE-O--MAT)C VALVES 14 0 12' O.C. /4 O 12 O.C. rt ON EACH UNE. EXISTING GAS VENTS TO REMe,IN, T SEAL PIPING PENETRATIONS WATER-T1GHi. - 0 00O000°0 f �'S 0 B• O.C. 1 I I I E- )VERFiLL ALAP- _ CTANXVENT ., _ HORN/STROEE: -'-�'--- 2 2' FOS ' ABOVEFOAR VENT0W5 ANDL2" ELECTRICAL,CONDUITTH VENT CAP, FOR INVENTORt PANEL. -- 12'-0• I } I I :... l l I NEW I2.000 GALLON FUELOIL STORAGE C- IN UNDERGROUND BUNKER. REFER TO INSTALLATION DETAIL ON DRAWING M-3 1J l_/1ZL L(� 1 0 I /c Flu f —_ __---------_ —_--__ -- __— _ _ - - J y 1 � w � C- BUNKER INSTALLATION NOTE5: w�1. INSTALL NEW FOUNDATION AND 'WALLS FOR NEW FUEL OIL TANK BUNKER. INSTALL PROCESS GRAVEL BACKFILL IN VOIDS _ LEFT AFTER INSTALLATION OF CONCRETE BUNKER, BACKfILL SHALL BE PLACED IN SIX INCH (6-) LIFTS AND COMPACTED WFTH VIBRATION COMPACTOR TO ASSURE 95% COMPACTION. _ PROVIDE COMPACTION TEST RESULTS., 2. REPAVE ALL AREAS DA)AAGED OR REMOvED BY REMOVAL AND INSTALLATION OF NEW FUEL OIL STORAGE TANK AND BUNKER. SIDEWALL PRDPELLAR EXHAUST FAN, GREENHECK MODEL SI-16-436-C8. 1/8 H.P.• 120 VAC, EXPLOSION PROOF. 01SC. SWITCH. FURNI�-HEO & INSTALLED BY THE HVAC SUBCONTRACTOR AND WIRED BY THE ELECTRICAL SUBCONTRACTOR, CATCH BASIN FRAME & GRATE " NOTE: A{L CONCRETE. BUNKER CONSTRUCTION, ExGLVATtON, BACKF[LL. TO BE NEENAH R�-3570, a--FLANGE INLET. BUNKER WATER-PROOFING, CATCH BASIN, MANHOLE COVERS AND 32 HOLE GRID OR APPROVED EQUAL. BUNKER HATCH BY GENERAL CONTRACTOR. :WISHED GRADE 7RAME CASING TO BE SET IN FULL MORTAR BEO- + f I I I ANCHOR PLATE-WELD PLANK AT 9RICK AS REQUIRED TO I L — EACH JOINT TO WALL ANCHOR ADJUST TO GRADE. I 6'a6'0/2' PLATE w/ —— - 1/8*A2'x8" ANCHOR PRECAST CATCH BASIN I I I I I I GRATTE C C CO�ER RE pPEN FOR I .. BUNKER EXHAUST. SLOPE 1 a'a RCP I P { I I 1 I I I i4 A 12'0.c. EwEF r i! WALLS 32'-D' LONG o I I I 12,000 GALLONS I I I I I I f MEMBRANE WATER PROOFING 12- COMPACTED-- I GRAVE. BASE I I •I I I I 1 z�12' 2'—c I II I #4 O 12"O.C. ja < SIDES 12'o WEEP HOLE —^— ———- -— 8' WATER STOP N SLABS E DEPRESSION FOR LEAK Dt-_CT10N I " SYSTEM PROBES. J5 O 17' O.C. Ew T h B 4' TAP WITH a' FILL PIPE PROVIDE STRIKE PLATE BELOWK.EVERY TAN .TAPPING. " SECTION THRI) TANK ENCLOSURE TANK SADDLE. TYPICAL FOR (3). SCALE: 1/4 =1 -0 4" TAP WITH TANK GAUGE ` AND 2" GAUGING CONDUIT 2,000 GALLON FUEL OIL STORAGF:[ANK & f UNKf SCALE: 1/4.=1'-O' -- AUTOMATIC OVERFILL PROTECTION FILL BOX WITH LOCKING COVER. AROVIDE 36• SQUARE CONCRETE PAD. - --•----_ a- VENT TAPPING. ---——-- ---- -12 E BT 8' DEEP MONITORING MANHOLE WTTH a' RISER FROM MANHOLE TO VAULT CEILING FOR FUTURE REPLACEMENT OF GAUGING PROBE. -- - PROVIDE 36' SQUARE CONCRETE PAD. 30 o MANHOLE FRAME & COVER BY G.C. FRAME SET IN FULL BED OF MORTAR, PRECAST RISER SECTION OR BLOCK, HEIGHT AS REQUIRED. - - •-- -LOCKING FILL BOX FOR MANUAL GAUGING 36'SO. CONCRETE PAD BY C.C. 8' PRECAST PLANK: H-20 LOADING. WATERPROOFING ��- - - -- -BILCO LOCKABLE HATCH MODEL J-2AL H-20 '•_- 7 FURNISHED do INSTAiLEO BY G.C. l EXTEND CONCRETE FRAME TO GRADE. I -- 1 PRECAST CATCH BASIN co STRUCTURE WITH OPEN SLOPE I l SLOPE GRATE C.I. COVER FOR BUNKER AIR INTAKE. 18'0 RCP f P I I I I II II II I 18'0 RCP . I I 8'-O- OtAM, •' 1 1 i 32'-0" LONG = 12`o WEEP HOLE. 12,OGO GALLONS o 11 II II 11 _ I 11 If ll 11. II 1 f 12' COMPACTED GRAVEL BASE. 121 t 2' 2'-0' I I 32'-O' i l fl II f! 3'-6' l 12 1r 2—24" WIDE STEEL. LADDER f % u I 3/4-0 RUNGS AT 10. O,C. DEPRESSION o ABC DETECTION I' I -I J -WATER-PROOF ENTIRE BUNKER ASSEMBLY WITH ------ — ---- ---------------- -- ---_— — _ --------� SARNAFIL SYSTEM 4OO2 WATER-PROOFING SYSTEM. WATER-PROOFING FURNISHED & INSTALLED BY THE GENERAL CONTRACTOR. FILL PIPE 16'o LOOSE-SOLI MANwAY (EMERGENCY VENT) PLATE BELOW a' TAP WITH 2- FOR .PING. a• TAP WITH 2' FOS do FOOT VALVE MCAL FOR (3). _SECTION-LONGITUDINAL 4' ;AP CAPPED FOR FUTURE USE TK GAUGE SCALE: T/4"=C-0' _~.-._. a' TAP WITH a' RISER FOR MANUAL GAUGING, corlDurt. 510RAQE 'TANK & BUNKER DETAIL cry 1 p r SITE LIGHTING GmGardco I Ok GULLWING S P E C .1 F I C A T 1 0 N S HOUSING: A one-piece die cast aluminum OPTICAL SYSTEMS: The segmented All uni;s feature lamp stabilizers except housing mounts directly to a pole or wall optical syslems are manutaclured from fso HPS. without the need for a support arm. The low homogenous sheet aluminum which has profile rounded form generates wind loading been eleclrochemicaLy brighlened, ELECTRICAL: All electrical component requirements of only 1.2 EPA anodized and sealed. The multilaceled are UL recognized, factory tested vid arc Image dupticating Systems are mounted on a unitized plate :nth quick LENS ASSEMBLY; A single-piece die cast designed to produce IES Types 1 (1)• 2 elect«ca1 disconnects. Each high pov:er aluminum lens frame hinges down Irom the' (2XL), 3 (3XL), 4 (4XL), and 5 (Q). VJ0 fac{or ballast is the separate component housing and is secured by a stainless steel the 2XL. 3XL and 4XL luminaries, the type capable of providing reliable lamp lanyard and hinge pin. rellector facets fonn•2 conical fan around {acting down to-20(F). An optically clear, heat and impact resistant the arc tube with each facet positioned to lemnered ftal glass lens is mechanically be precisely tangent to the top of the arc FINISH: Luminaires are finished with a secured with eight(8)retainers. The electrical tube. lade and abrasion resistant and optical chambers are thoroughly sealed The mogul based lampholder is glazed electrostatically applied, thermal�y cured with a one-piece memory retentive hollow porcelain with a nickel plated screw shell, TGIC powder coat. Units are thoroughly core EPDM gasket to prevent intrusion by Position oriented sockets to accept super cleaned and provided with a patented pre moisture•dust,and insects. metal halide lamps are supplied stapdar,d. treatment. D I M E N S I O N S & M O U N T I N G D E T A I L S - ----- 31 .5 18.001, -- i k. Ir .,'' .Q°`ljiy't'.•r '^`�y,.•'z_ '�' � �� .. � `.:f�� •�a,�+'s ��. .•� to 1-WAY, 1.2 2.4 - ,:YV�� • ' 1 r 3-WAY t. ? 3.2 4-WAY` 3.2 i� THOMAS GAP-DC( . 1.1(;KITING 79115-8511296 CGardeo GULLWING | GENERAL DESCRIPTION: 7hoGm�n �u�ung�anama�m�a�udo�edhyims�o pm0oaNmygo0connuuo�o The �one- piece, ' � ~ ~~ . . � � . diecast aluminum and mounts directly ma pole m wall without the need ofuseparate support arm.The mutifaceled arc-image / duplicating optical systems provide|E3 Types 1,2,3,4 and 5 distributions.The door frame is single piece diecasl aluminum and Telains an | ' optically clear tempered flat glass lens.The luminaire is completely sealed and gasketeo preventing iw.usion from moisture,oust and insects. The Gul)wing luminaires is finished with a fade and abrasion resistant TGIC powdercoat. / .. / 0 R D E R U N G: | ' | PREFIX CONFIGURATION DISTRIBUTION w«n»us vooxss aw|sx opnowu . Gm + ~�� 150HpS 120 -SAP mp � =�� L ��p 2� �- G | ---- -240- wP 7c-' ' 4XL 600H'x 277 mp pCn � O 100mm 3*7 Sc POLY 3 LJ-�-D 15OwH 480 11 ' 175M* gpx| / 4 250mx nP^21 -- r� -- 4OOmn PTF | w L� NOTE;RP A IS required for round poles. Vy8 /��s/amoaanma.ai� �� s�xpo 2�npA`mus��o'ou.pmso,,mnnymo��^ where too D du less m~� n npmis used for 4'm5'round oom Tvps nnsp/x oownaunAnow nspLsoron wArrAss VOLTAGE nwm* upr/owa . | / | | / nowpmonAnuw DISTRIBUTION pwmx VrnVnS 1 Single Fixture Assembly I Type 1 Hndzonta|Lxmp BAP Bronze paint *p m*ooupvoi 2 Twin @0Vo,Y8ODegrees' 2XL Type 2 Horizontal Lamp -BLP Black pa�nl ' 3 Triple Assembly 3XL Type 3 Horizontal Lamp YVp While paint pc Receptacle and n`vwo n/w * Quad Assembly 4XL Type u Horizontal Lamp NP Natural paint pCpFnmoco«/m/(npcem^cl:Only) VV Wall Mount, O T �Horizontal L �C S i |� | POLY P«��'»^^a��mL=s(2�nmox) / . TypeLamp ocoa uu/ �� | VvG whnMount,SunocoGood�� * ^ eild (splice compartment within iuminxire) PTF Pole Top FitiOr nmi Alvarado Street ' Sam r CA ' ua80m227-0758 �-- �oxs/um5/.n90u '�� ,,| �/\~ �)/ PARK/V5 Fxx5/mno/'a08o hopmwvw.momauighuoo.m,nmmmo r/ G , �:ipecivcations LTV50 Series Accent or WaH Wash Lens Rtng:Gry;Iste cast❑rar,2e. _lW11 C5oNve %IM.' ,�Lx•sockcli CIO SCre•r15 Lens:Clea!IB:r;x aJ-i0:os:IP0a1e gia55. _ }i nnt*'i lens r!n'y, SI=a.n.tl•f crownrM Lens Gasket: One aicce 71oid-•:j ,. �;^.2^rcl �:rd•�y C4Ts�Ir E�`}'dr,�f:n� IAnS '':11",;; Housing: lil(y.' ;CT^�fki Jr6 i:,rt'.',r"ti5 r� ..T,OIJEJ. l,u�,C�dss ,^.Or=:�r:dterl. >:.. '7 n •.�Il 1.0mQ0SI1e. 3.-�f}hl�:ilur? S•z1:;7 .^.rr 55 ^:nt:ri?d +'.S°(:S rr1'.?.� �+ cd-,n t0 r»�!:r�? ;en3 �i�,� SC'��:'S. C••aa•�'c Sr..',;rce and DaIld l CJR Czar^1Art5. nh.'it7' ::: S: -.c 't „'UfT11fiJ.'Tl'ri;Lrn3I�')1'8'J.1'::h S�IiCOriP^•d5%::Y NP7 iri _:Q:;Oi 24 _. in. .nodular ilor, c-a ,rn :nar G0:!0M1,. DL'A.. na ;aL35i M!,— .i. .1.• �o^ded a Optical Syslem: SP and NF . Sxai :r FIaOd BPUn a1u^li(i u'Tl FefleC.ior ^>,D c_ ? :raroc:cc?•arC t:;au glare sr7 _.. „1 SP only PR . :c.P:;;3d re?:ecio iar Pr:R3E a.nC} a.R 1 11 i2-'` -,�G1LetS -'KV r:'eai'. . .,a__ A.: oO,ta! svtgt •y ,clue Mun:ea. 3i0r ;n:aaon, ;5 vertr a: i 3�;ustment. Inc.arg scre:•a, b,AC't dnL�:;.�•:_'. l_;,'l. nielL,}Jf rC e5 ^y :1:E,If r WW • .]^•' D=_2 n;�+ra`ormec7 rglter::,�r, ;aecul2: a_aks. 363, 0:3:i0n 2nG screN i_cis. -i,?d•urn udGQ 4KV i�.k.C't i��(HID IaIno,,..r,n :.d"' `J Electrical Module: rlign po-.•.er rac:or -2Q"F starting, ia:tOrj ,noUn:eo ._ gas,.e'.l _C''npar,rier,l cover. L?':'SC ano LTV52 ur,,-, Wiring:An:;.<iPnor•,:arr:2rs on a,t 1•::r!ng i0 an n tiaras;co-.p�:sr era A.l LTV50,LTV51,LTV54 P ---•- !nF:ed !or groand. cnc. !I;ronne t'Cr'r3tlia.�i Of optical system. certification: �_� I_ ,S!_. to U S nn } d •° I• t -Aleiy Sunda: `_.r •:I1]I' ACC Em LTV52,LN53 .r LTVSC, _T\.; ano L1V5: Drive-over durahill:y: ;'titer, ',ast_i�; :r,c r ; �s � - I"`i r Stand dnv i:cr !;y .,r,aCa:,s l.,_ �I, \ r�ei�I'iing to 5,500 a, - ,• 14 Kim d Sf« E��! 17C7H n�• 19C1 t'JOy i tvVtlr F, nl'1t�lt:-! �-� i 0(9 ri wo Product Guide LTV10 Series :page 6 Meiul t+aIrac 70.175W f }1a:�6n ?$Q�V :.r;•nrloCNrel TrtCS ACce'li t• fi e; [1r1��Gver tlurao19 up TO 5,5h010 vcn;clQs LTV20 Series ,page 8 'Yetal Hal-dc 70.175W 10 "Sow $ipium $�gnS F6taQts 'r r4d'O�An 25r"4V - Onveover durat7!e uo,'0 S,SL'va lb vehiClel LTV30 Series page 10 MC!al .4aaae Jam-l 75w H jr.prCs.ie+C - Soaium Trees. S•grs F.)CdnGS 50-tSrAV Accent H31(�en — 2�(rir ' d� LN30 SCrieS fixtures are designed for apolica;✓x1s req::vnng Low V0113 � acldrti0nal tan¢tilt.Greater fixture setback from Ilia Ilgn:e_l oC,Cci o-0ow qc is allowed,producing a Harter Ighting OW,srcr.dar to LTV40 Series page 12 Moi;o Het!de 70.1COW / .Y !Halogen .. 250vu :�.:r-. 'y��. •:<j Or^ocver Marker pefrmeter Marker NJ . •Y. J fin;.t�O-Or auAble up IJ 10.3W 10 veh}CICS,up to 15 mph LTV50 Series page i d MOW HaLidt SO.70ti7 Soda P essurr Sodium Arcn,.:ecwra: Aeea SrAn: Faciass 4 ':Halogen �' Low vi�tagc t 00w Onve-Over duf3hle up to 5.$00 t0 venittAs. d �57F68L 11t7H M I MH HnA-1 Hatt PRECAST CONCRETE BASE B R M 823 IL.TJ3lA:11 o � r` tI Af s o .41, . 1 1 IA]CJ 1� 1 •�� R. Meg � •�ie4E �i H' '" o: �._fir'};h•*;7 `.. �Q�1 1 p!��}� 1 1 \''s�•�� Q � llA{�111uL4ll�� ti r S r 1 1 11 1 )sty[ E916 V 8 A13 ---- � U6HTrW--) (f) BOLLARD ' • BRM 822, BRM 823, BRM 823B, BRM 823G GENERAL A fine aggregate finish is created with an acid-etch BRM 823.8238,823G-Four(4)galvanized steel aasu Each Gardco bollard is a luminaire designed lot,use process.Base is preserved with an environmentally sale tabs permanently fastened to piecasl concrete base with 35-100W high intensity discharge lamps.A die water-based gralliti resistant sealant. Assembly is seared and leveled to the mounting cast zinc louverhead assembly provides low glare,high g foundation with four(4)3/8"x 9"x 1 112•anchor oolls 0ri performance lighting and superior vandal resistance LENS 8 OPTICAL SYSTEM a 9112'bolt circle.Base designed for 5"direct burial A concealed high strength steel tenon m Fullyounting system i gasketed Pyrex`vessel enshrouds lamp envelope s secured in position with a stainless steel spring ELECTRICAL or reinforced concrete base are available ID address the and High angled louvers provide maximum spacings while Medium base pulse rated larnphMei is glazed porcelain challenges of school enviranrnems shielding the source to 90'.Upper louver conceals with nickel plated reinforced screw shell anrd spring loarli;d UPPER HOUSING liamme IDPW Alzak'aluminum relleclors to Increase contact.Each high power factor ballast is the separate Ole cast aluminum torte tap secures to a one piece die luminaire eldiciency and generate unstrialed heam patterns component type,capable of providing reliable lamp cast zinc louver assembly with three Q)concealed lamp:;r ANCHORAGE starling down to-201 iesistanl screws BRM 822-high strength steel mounting tenon,he;-dip LUMINAIRE FINISH LOWER HOUSING galvanized alter fabrication,is secured and double-rrtrl Each luminaire receives a lade and abrasion resistanl 8RM 822-.125"wall 6D63.15 extruded alurlunom whlcn leveled to the concrete fooling with(4)3/8'x 9" 4 1 1/2" thermally cured and textured eteclrostatically applied connects to Pie lop flange DI the mounting tenon with lair anchor bolls on a 4 3/4-boll circle. A loujired ballast polyester finish.The painted linish is bonded to exh.nor (4)infernar Ilex bolts,Inaccessible alter installation assembly resides within the mounting tenon,with easy surfaces utilizing chromate conversation as a pretreatllle r BRM 823,8?3B,823G Precast concrete base Is access far field wire connections LABELS re,nforml with welde(f wire rnesh and steel letmr All fixtures bear UL wet location and 1.8.E V1 labels Precast Concrete Base Galvanized Steel Mounting System l + a'oil&Lv,ded aturninum hoti a na Concrrle wj. ! - - I / s 1,17 die G,ivan+plr so*,I tenor, I/1'Holm Z 90'for 319'anchor twlls l I, Grule r'Conrlwr ertrince I I/ hI)i;9 •c-�I I T Boil ur6: \ 9 1,r7'e C I /{ rat 1n ra 'kr a r wr rwHs �— 1,p 1� r�t I �T Stu❑a or,;ai b:") ni mum �—cwu:r opeP,nr 1,; 2'mt< < I Base fah —' 3 i,2'dra r- •� {?uler dra(it concrete base `'•"' '' ''''•'\ I N)31a 9 v I tf1 Boil Dr9re:I+an I lia+vaml�l ve•'t 3n[FhT w"s — - Example: BRM$22 42 d2U 7Q HP5 BRP F BR61 822 Exlnlded Aluminum Wuslai; BR61823 Natural Conclete Base PRFFIX f d l: 1%1ATTAGE' VOLTAG FINI ll OPTIQN FIRM 8238 Bei a Concrete Banc BRhr18 ar rey concrete Base BRh.11822 .112 501v1H 120 BRP Cantaa IdUGIy for Spctial tOntrfle to10,5' 3RfJ 8235 36' 7OMH 2208 BLP SHD FIP11 N(1-toinaire) PM 823B' 30, 100MH 240 NP BRP Bronze Pain) SRNI823G' 50MV 271 IV JLP Blacka+nl 75141V SC NP' Natural Aluminum Fla!,[ WPI 1 ire Paint 100MV SC. Special Color lsuecdy+ 35HPS3 OPTION 50HPS I ln-Line Pf fy Fuse. 70HPS St. I80" ISh eld 1WHIP5 um INCAND-' 1.Use medium base coated lamos onl'; 2.120 volt Primary only. 3-12M77V primary only 4.Maximum wallage:I DO'N A-19 5 Available in 42-only MAINTAINED • Symsn�Iric �symme(ric PHOTOMETRIC A B C D E 1= A 13 C D F 1- .12 Rotlard,(36'light center)with coated lamp 100 W F4PS 8 3.8 1.5 ,6 .25 A 8 3.8 1.5 .6 .25 ,1 I00W MH 13 3.5 1 A .55 23 09 7.3 35 14 55 .23 .09 LAMP LUMENS: 10ow MV 4, 1.9 .75 .3 .13 .05 4'' 1.9 .75 .3 .13 OS Type: 100HPS 100MH i0011V1V 8800 8000 4400 6 p c jr FOOTCANQLI= I e h ' �' CORRECTION FACTORS': 2 - ,` 3 — 70HPS 50HPS 35Ht'S 70MH 504111 7,5A4:' 511r.1v —F s — — 68 -13 24 63 43 ` 72 M D,y _ 2i , •Mulli I ladors above b' hr,100W values of samilar ham 11 n m �• 2 r r 5: p S' i t+' I S''' O 3 6' 9 12' r5' r a 21 3' 0 9' 6' 9' l2' 15' Inc 11umtained foolcandies labit:at fell Gardco 2661 Alvarado Street,San Leandro,CA 94577 �'TH o M"S 80012 2 7-0 758,510/357-6900 in California,Fax:510/357-3088 1 1 a t 1,,ry r; 79 1 04-1 41695 AGAWAM PLANNING BOARD Form D Application for Site Plan Approval Please complete the following form and return it and ten(10)copies of the Site Plan to: Agawam Planning Board Office of Planning and Community Development 36 Main Street Agawam, MA 0 100 1 1. Name of Business: Agawam Public Library Address: 750 Cooper Street 2. Name of Applicant/Owner: Town of Agawam Telephone: (413) 786-0400 3. Name of Engineer/Architect: Galliher Baier and Best Address: The Courtyard 10, Simsbury, CT 06070 Telephone: (860)658-7617 4. Please give a brief description of the proposed project: Existing Building consists of 15,616 SF on the first floor and a partial Ground Floor level. New addition will be a full two-story structure of 20,779 SF that will create a new facility of 36,395 SF with expanded parking facilities. The construction will be steel framed with a brick and stone exterior, aluminum windows, single ply roofing including clerestory windows and a roof top mechanical penthouse. The new structure includes an elevator and toilet facilities to provide full accessibility to the existing building as well as the new addition. Construction is expected to start November of 2000 with completion for March 2002. PARKING INTRODUCTION This document has been prepared by Vandermark Consulting the request of the Library Director of the Town of Agawam to assist the library administration and town officials assess the status of the current library facility and plan an effective fatality for the future. To help officials and administration meet these goals, this Library Building Program includes: • a review of the charactefistics of the community • a projection of probable library use in the future • a needs assessment of the current facility, based to a great degree on visits and interviews with library staff and administration • specifications of the space needed to carry out library functions in accordance with the selected library roles and in consideration of the community's needs through the year 2015 Field work included two visits to the Agawam Public Library, one in October 1995 and one in November 1995. Data was gathered by observation and talks with staff members. Additional material about Agawam and the library was provided by Donna Campbell, Library Director. This document provides an assessment of the fimctional requirements of a library facility that will house the Agawam Public Library's services and collections for at least twenty years. Appendix B includes a summary listing of the space needed for collections, seating, service desks, staff_ work area, and group meeting spaces. vi i ' t 'II E FUTURE-LIBRARY The administration of the Agawam Public Library expects that a significant addition to the current facility will be planned using this library building program. The intention is that the future library will be able to meet the community's needs. The review of the community and the information about the current library have been included in this document to assist in the dwelopment of a library building suitable for Agawam. The information should be used to guide the building committee and architects as they review various design options. As a planning document this library building program explains the functional details and design considerations unique to the future Agawam Public Library. The program helps inform the architect, the library association, the building committee, and the community at large. The design of the library will require compromise and negotiation. However, to ensure that the finished project reflects the needs of the community and the goals of the library, all discussions should take place within the context of the planning concepts and the basic questions that follow. SITE AND DESIGN CONSIDERATIONS A public library should be located conveniently for the best application of its services. The most important general library site questions are; 1. Is a downtown crossroads location available? 2. Is the site easy to see and easy to recognize? •3. Is there space available for ample parking? 4. Is there space for future expansion or phased construction? Although it is not at a downtown crossing, the current site is very visible and adjacent to the high school and Route 57, the town's major thoroughfare. Recently the Library Director had standard library signs placed at important intersections on major town roads indicating to patrons the direction to the library. There appears to be room fof ample parking and future expansion at the current site. This Iibrary building program recommends a library facility of 33,300 square feet for the town of Agawam. It is based on the population projection for the year 2015. Twenty-year projections are required by the Regulatiorns of the Library Improvem6lt Program -Public Library Constructimi (605 CMR 6.00) as issued by the Massachusetts Board of Library Commissioners as amended on November 2, 1995. Agawam Public Library Building Program Page i - 1 S S Y 1 R The following factors were considered in developing a library facility program for Agawam: • Community demographics and library need • State and national library standards • Services and resources provided in similar communities • Allowance for flexible growth • Minimum operating cost In designing a building of approximately 33,000 'square feet, the architect's preliminary investigation should include the feasibility of a single floor configuration. Although an elevator is needed to provide access to the basement area, a second floor increases staffing levels. Given the current staffing level (15.2 FTEs) and a minimum workable projection of 22 FTEs, the design should emphasize: • a single entrance • all public services located on the main floor • centralized circulation of all library materials • location of service desks to give maximum visual control of the building and convenience to work areas and Iibrary collections • centralized work areas for staff • equipment located adjacent to service desks for easy staff assistance • as few as possible fixed interior walls • open magazine storage for patron retrieval • flexible stack and lighting configurations to accommodate growing collections and changing formats • simple maintenance to reduce the effects of future cost constraints • ADA-approved design t Agmi,am Public Library Buildi?rg Program Wage 5 - 2 J i ' f Donna Campbell, Library Director, has considered three options in creating the facility needed for the space identified in this program: 1) renovate and expand the existing facility; 2) adapt and re- use a building originally intended for another purpose; or, 3) construct a new building on the existing site or a new site.. Part of the review of site and construction options included a cost comparison of options. The following issues and questions were considered as part of the review: Structure: Can the building hold the books? Floors in libraries require a load level of 150 pounds per square foot. By comparison; office buildings are frequently 50 Ibs/sq. ft; schools are 75 lbs/sq. ft.. Is it possible to provide a single level thus eliminating many of the staffing and access issues which are costly in a multilevel facility? Mechanical and Electrical Systems: Are the systems adequate for the needs of the program? Is it possible to be flexible enough to meet the changes brought about by technology? Is the mechanica! system cost effective and easy to maintain? Operations and Maintenance Costs: This issue is very important when examining the site options. If the decision is made to remain in the current building after it has been renovated and enlarged, or if the administration decides to re-use another building, the life expectancy of the existing systems and the structure should be assessed. Will the roof need to be replaced? How about the windows? Is the electrical system adequate for twenty-year use? Generally a renovation is more economical than new construction, but these "hidden" costs need to be considered for a realistic idea of the cost of expanding or re-using an existing facility. Parking: Is there room for adequate parking on the site? Adequate parking for the projected size of the Agawam Public Library would be a minimum of 98 spaces plus 3 handicapped spaces for a total of 101 parking spaces. The parking area would have to be enlarged, regardless of the option selected: The decision has been made to enlarge the current building. But there are additional issues to be considered. They include: • Are there a plot plan, deed, and title available for the land intended for use for the addition? ; • A subsurface soil analysis must be completed with documentation that the site is appropriate for the construction. • An asbestos survey must be performed. The cost of any required remediation prior to construction must be factored into the construction budget. Agmvam Public Librar),Builditrg Program ? Page 5 - 3 WETLANDS OIL TANK -EXI"NG PANEL 'A' C -roa-f-- -,i-rort-s4 C-.--�Fo5 FOS--.f-.�� I 7C -TIMECLOCK SEE WIRING DIAGRAM I EXISTING BURNER CONTROL PANEL. (2) x1 1/4" FOS y� ) SILENCE SWITCH FOR OVERFILL ALARM C (1 v2" FOR I 3'-8'V1 Y 7'-2'H x l'-4'D DOOR OPENING. INVENTORY CONTROL PANEL k 1NFILL WITH 3000 PSI CONCRETE. 3'-I I-W . 7'-2'H , V-4-D DOOR OPENING. A-14 t I'�CONNECT NEW FUEL OIL PIPING 1NFILL WITH 30D0 PSI CONCRETE, - � TO EXISTING. INSTALL NEW SHUTOFF VALVES AND FIRE-O-MATIC VALVES ++ ON EACH LINE, J4 O 12" O.C. /4 O 12" O.C. EXISTING GAS VENTS TO REMAIN. I �i SEAL PIPING PENETRATIONS WATER-TIGHT. too�" - 1soe' o.c. r `! I `-OVERFILL ALARM (2) 2: FOS ._ ITERMINATE FRP TANK VENT HORN/STROBE. 2" FOR-. XTENT TO 10' ABOVERADE CENTER VENTETWN WINDOWS AND WITH VENT CAP. 2" ELECTRICAL CONDUIT FOR INVENTORY PANEL. f NEW 12.O00 GALLON Fl5EL011 STORAGE IN UNDERGROUND BUNKER. REFER TO INSTALLATION DETAIL ON DRAWING M-3. Cdww u I I� � l ►. � t _ L C�nC� �J ----------- -------------J \\ {BUNKER INSTALLATION NOTES: c4v,p-1/ 1, INSTALL NEW FOUNDATION MID WALLS FOR NEW FUEL OIL 1 ----- - ... TANK BUNKER. INSTALL PROCESS GRAVEL BACKFILL IN VOIDS _ LEFT AFTER INSTALLATION OF CONCRETE BUNKER. BACKFILL SHALL BE PLACED IN SIX INCH (6-) LIFTS AND COMPACTED WITH VIBRATION COMPACTOR TO ASSURE 85% COMPACTION, PROVIDE COMPACTION TEST RESULTS. 2. REPAVE ALL AREAS DAMAGED OR REMOVED BY REMOVAL AND INSTALLA oN OF NEW FUEL OIL STORAGE TANK AND BUNKER, PROPERTY LINE SIDEWALL PROPELLAR EXHAUST FAN, GREENHECK MODEL S1-16-436-CB• 1/8 H,P„ 120 VAC, EXPLOSION PROOF, DISC. SWITCH. FURN[s-IEO do INSTALLED BY THE HVAC SUBCONTRACTOR AND WIRED BY THE ELECTRICAL SUBCONTRACTOR, '• NOTE: ALL CONCRETE, BUNKER CONSTRUCTION, EXCAVATION, BACKFILL, CATCH BASIN FRAME & GRATE TO BE NEENAH R-3570, 4-FLANGE INLET. BUNKER WATER-PROOFING, CATCH BASIN, MANHOLE COVERS AND 32 HOLE GRID OR APPROVED EQUAL. BUNKER HATCH BY GENERAL CONTRACTOR, FINISHED GRADE FRAME CASING TO BE SET IN FULL VORTAR BED. ___ "' I ANCHOR PLATE-WELD PLANK AT BRICK AS REQUIRED TO EACH J01NT TO WALL ANCHOR ADJUST TO GRADE. a'-0 ———— ——--—— 6"K6"x1 f2" PLATE W/ r— m - ----- I 1/S"K2 KB" ANCHOR PRECAST CATCH BASIN I I f I I I I O PEN GSTRUCTURERATE .iCOVERFOR I BUNKER EXHAUST, SLOPE 18-0 RCP j I l l I I I 04 0 12"O.C, EWEF 4 WALLS i •r_ 32'-0LONG a.-0'aw. •� I _12.000 GALLONS II I II I MEMBRANE WATER PROOFING 12 COMPACTED— GRAVEL BASE I I I I I I o 12�12- 2'-C �4 O 12 O.C. 4 SIDES t 2 a WEEP HOLE1-71 3-D" I —— g" WATER STOP N•SLABx YDEEP DEPRESSION FOR LEAK I• . ! —��--------- ------- SYSTEM PROBES. L---- Ti •� 15 0 12" O.C. EW T & 8 4" TAP WITH 4- FILL PIPE PROVIDE STRIKE PLATE BELOW EVERY TANK.TAPPING. SECTION THFtTJ TANK ENCLOSURE TANK SADDLE, TYPICAL FOR (3), SCAIE: 1/4"=C-0" 4' TAP WITY1 TANK GAUGE AND 2' GAUGING CONDUIT, 1 12,000 GALLON FUEL OIL SSTORAGE TANK & BUNK SCAM: 1/4"-C-o" . - --AUTOMAnc OVERFILL PROTECTION FILL Box WITH LACKING COVER. PROVIDE 36• SQUARE CONCRETE PAD, 4- VENT TAPPING. 12"f BY 8' DEEP MONITORING MANHOLE WITH 4' RISER FROM MANHOLE TO VAULT CEILING FOR FUTURE REPLACEMENT Of GAUGING PROBE. _ PROVIOE 36' SOUAkE CONCRETE PAD. - 30'e MANHOLE FRAME & COVER BY G.C. FRAME SET IN FULL BED OF MORTAR. PRECAST RISER SECTION OR BLOCK, HEIGHT AS REQUIRED. LOCKING FILL BOX FOR MANUAL GAUGING. 36-SQ. CONCRETE PAD BY C.G. 7 B' PRECAST PLANK: H-20 LOADING, WATERPROOFING I I p BILCO LOCKABLE HATCH MODEL .}-2AL H-20 {I 2'-6' N FURNISHED do INSTALLED BY C.C. EXTEND CONCRETE FRAME TO GRADE, m I1I I1I IIIIII IIII II "1IIIII 2._6. ----- — --- _ a _FPRECAST CATCH B AS IN STRUCTURE WITH OPEN SLOPE SLOPE GRATE C.I. COVER FOR BUNKER AIR INTAKE. 18"0 RCP 18'0 RCP 8'-0" OaM. K If 11 +•-0'Duu. 32'-0' LON 12.00 GALLONS II 12'e WEEP HOLE. __ _ u__II 39'-6" 12" COMPACTED 24 WIDE STEEL LADDER GRAVEL BASE.2-0 121 12' 2'-0' i1 32'-0' II 11 3-6" 12 12" i / I 3/4"o RUNGS AT 10'_O,C. -P DEPRES51ON" -LEAK DETECTIO I—WATER-PROOF ENTIRE BUNKER ASSEMBLY WITH JES. ------- - 1 ---- _ --------- -- ----- - - - ---------� SARNAFILL SYSTEM 4002 WATER AT RdtPN05TOALLEO FING BY SYSTEM. - THE GENERAL CONTRACTOR. a' FILL PIPE � S8"e LOOSE—BOLT MANwAY (EMERGENCY VENT) 4- TAP WITH 2" FOR EKE PLATE BELOW rAPPING. 4" TAP WITH 2" FOS & FOOT VALVE TYPICAL FOR (3). SECTION—LONGITUDINAL 4' TAP CAPPED FOR FUTURE USE. TANK GAUGE SCAB: 1/4'=V-0" 4- TAP WITH 4- RISER FOR MANUAL GAUGING, JNG CONDUIT. I L STORAGE TANK & BUNKER DETAIL ,cuB: 1/4-=1•-0' T +I SITE LIGHTING -1 C Gardco {��r (D GULLWING S P E C I F I C A T 1 O N S HOUSING: A one-piece die cast aluminum OPTICAL SYSTEMS: The segmented All units feature lamp stabilizers except housing mounts directly to a pole or wail optical systems are manufactured from 150 HPS. without the need for a support arm. The low homogenous sheet aluminum which has prolife rounded form generates wind loading been electrochemically brightened, ELECTRICAL: All electrical components requirements of only 12 EPA anodized and sealed. The multifaceted are UI_ recognized, laclory lested, and arc image duplicating systems are mounted on a unitized plate with quick LENS ASSEMBLY: A single piece die cast designed to produce IES Types 1 (1), 2 electrical disconnects. Each high power aluminum lens frame hinges down from the (2XL), 3 (3XL), 4 (4XL), and S (0). With factor ballast is the separate component housing and is secured by a stainless steel the 2XL, 3XL and 4XL. luminaries, the type capable of providing reliable lamp lanyard and hinge pin. reflector facets form-a conical fan around the arc tube with each facet positioned to starling down to 20(F). An optically clear, heat and impact resistant p tempered flat glass lens is mechanically be precisely tangent to the top of the arc FINISH: Luminaires are finished with a secured with eight(8)retainers. The electrical tube. fade and abrasion resistant, and optical chambers are thoroughly sealed The mogul based lampholder is glazed electrostatically applied, thermally cured with a one-piece memory retentive hoflow porcelain with a nickel plated screw shell. TGIC powder coal. Units are thoroughly core EPDM gasket to prevent intrusion by Position oriented sockets to accept super cleaned and provided with a patented pre- moisture,dust,and insects. metal halide lamps are supplied standard. treatment. D f M E N S 1 0 N S & M Q U N T I N G D E T A I L S 31 .5 18.001, -� 4[i.q�F-�� iJii l•ry I �•? • a•�f. 2!ihf� �"Pw !.�F T T F i [ !• • • 1-WAY 1.2 2-WAY 2.4 3-WAY 3.2 ; x 4-WAY 3.2 THOMAS' GARnco. I.IG1-1TFNG 79115,8511296 CGardco ucitz (D O _ � � iL GULLWING GENERAL DESCRIPTION: The Gardco Gullwing is an area luminaire defined by its sleek profile and rugged construction.The housing is one- piece,diecast aluminum and mounts directly to a pole or wall without the need of a separate support arm.The mutifaceted arc-image duplicating optical systems provide IES Types 1,2,3,4 and 5 distributions.The door frame is single piece diecast aluminum and retains an optically clear tempered fiat glass lens.The luminaire is completely sealed and gasketed preventing intrusion from moisture,oust and insects. The Gullwing luminaires is finished with a fade and abrasion resistant TGIC powdercoat. O R D E R I N G PREFIX CONFIGURATION DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS G18 1 2XL 250HPS 20$ BRP POLY G18 1 L 1` 150HPS 120 SRP HF 2XL 250HPS 208 BB Pr LF 2 0. .-0 3XL 400HPS 240 WP PC 4XL 600HPS 277 NP PCR 01 10OMH 347 ` Sc 14 POLY 3 15OMH 480 7C HS 175MH APA12 4 250MH RPA2 3 400MH PTF W NOTE:RPA is required for round poles. WS 1.Types 1 and 0 are not available with 600HPS 2.RPA i is used for 3'o d.poles or tapered round poles �I where top o d,is Iess than 4'. 3.RPA2 is used for 4'to 5'round poles. TYPE PREFIX CONFIGURATION REFLECTOR WATTAGE VOLTAGE FINISH OPTIONS CONFIGURATION DISTRIBUTION FINISH OPTIONS 1 Single Fixture Assembly 1 Type 1 Horizontal Lamp BRP Bronze paint HF In-Head Fusing 2 Twin 0 90 or 180 Degrees 2XL Type 2 Horizontal Lamp BLP Black paint _LF In-Pole Fusin_ 3 Triple Assembly 3XL Type 3 Horizontal Lamp WP White paint PC Receptacle and Photocontrol 4 Quad Assembly 4XL Type 4 Horizontal Lamp NP Natural paint PCR Photocontrol(Receptacle Only) W Wall Mount,Recessed J•Box Q Type 5 Horizontal Lamp SC Special Color POLY Polycarbonate Sag Lens(250w max) HS Houseside Sheild WS Wall Mount,Surface Conduit PTF Pole Top Fitter (splice compartment within luminaire) 2661 Alvarado Street lb San Leandro, 94577,� emrr u.s,8001227-0 758 CA 5101357-6900 FAX 5101357.3088 htlpJtwww.thomaslighting.00nVoutdoorl �THOMAS" GAPDCO, r.icr-c-rINc z�pecmcavonp LTV50 Sergi s Accent or Wall Wash MWV Lens Ring:One piece cast bronze,natural€tn;sh Eight captive V,6' blackened stainless steel hex-socket cap screws. Lens:Clear tempered boros:kcate glass, 'A'thrcl•:, fiusn with lens ring,slighlty crowned. Lens Gasket: One piece mottled s:hcone, J-channel wraps completely around lens`flange. Housing: High :emperatur&, compression MoldeC, fiberglass im4regnated, "/k' min. wall composite.Charcoal gray No top lip to trap dirt ana moisture. Solid brass knurled r:serts mold- ed-in to receive lens ring strews. Seaara,.e splice and 5allasi compartments, individual cast • _ Y*. A a+umi um Internal covers,with silicone oaskets. I'Wo /4' NPT In bottom. 24 cu in. splice area, Modular reverse draft design (top dia. smaller T, than oottam). body and ballast modules epc ty ` bonded. a Optical System: SR and NF - Spot or narrow Flood spun aluminum reflector, specuiar y Alzak®,black Duranod,c©arc tube glare shield ' an SP only. Pf3 - for PAR38 reflector lamps, or PAR36 and AR111 IN tamps in LTV54 only.All �# sockets 4KV medium base All optical systems _ ,A yaks mounted, 3806 ro:atlan, s15° vertical ad;ustment, locking screws, black anodized UN, shield for housing interior. WW• one piece hydfoforme,d reflector, specular Alzake. 360` rotation and screw lochs,Walf Wash distribution, rnedium base 4KV socket for HID lamps.m,ni-can socket for halogen lamps. Electrkal Module: High power factor ballast. •20"F starting, factory mounted :c gasketed compartment cover. LTV50 and LTV52 on!y. Wiring:Anti-siphon barriers on all wiring to and from balsas*,compartment.Ail components wire LTV50,LTV51,LTV54 I F- a' - finked for ground, guock tlsr_onneGt for removal of optical system. Certification: U L. listed to U.S and Canadzn • ' j safety standards Fixture manUfaCtVrer shall be registered to ISO 9001. A•L!t".ICClc:r it i'an< aces ,; ago -.. -• LTV52,LTV53 I Optical Adjustment 15.v -;t5' Verticat adlustment shown ' for LTV50.LTvS: and LTVS4 only. s:af18 t.d!liUPS j l Drive-over durabillty: ,,, . t �I 2 10' When installer In Cory;r to (see page stand drive-over by vCni es weighing up to 5.500 IL) i21 '„ rjPT Z 'd SGZE66L TIVH M iSOd VlOa--3 wVOE:16 C 2071-to-9 borl� Product Guide LTV10 Series !page 6 ` µelal hal ac 70.175W tlalogan 250W Ar�nsloCturel Trees 1, s• Y Orlve-over curable up to 5.500 ID vcNctas. LTV20 Series_ ,page 8 Metal I•tatidc 70.175W H'qn PrCSSuf4 Sodium Signs Faceaes 70.15Ctiv M Halogen 25OW Drive-over durable up!o 5.500 lb veh;Cles LTV30 Series page 10 Ms1a1!-landq "� • LTV 70.175W H-gh PrC651ae - Sodium Arch.teCtvr31 Treea S-gns Facaam; SO-1$c W Accens H,10ghn 250w °r' LTV30 series fixtures are designed for apa&caN3ns requmng Low Voltage 1. BCICfA;erlal Iar`V tit!.GreSter fixture setbaCk from Me ligh?ed oD;CCt I o0W is showed.producing a ftaner righting eftect.similar to flopol!ghtina. LTV40 Series page 12 Moos Hauae • 70-to0w Ha"en P' 2WW is- k. .;;� i Orivaover Marker Pe4meter Marker f DhaC-Over Curdola up 10 10,000 It)vehiCle:,up 10 15 mph, LTV50 Series page to µetalHalidt) ' -�• 50.70W Hen Pre55ure r Sodium 'r rs ArCmiCCturdl Treea ! 5igns FaCaa85 50.70Vv 4. Accent 1alogon 150W Low voyage 10OW Drive-over durable up to$,500 lb ven:CieS. 1K"W LIGHTING 6 d 67E68L -IIVH M f nnH wr itii-a WV 1 5�'=R 0007.—10--R and architectural integrity. As such, these,are the first to pass the test for durability and 11 1 performance in this demanding environment. A low-brightness optical system creates wide and uniform illumination that's easy { ; on the eyes. And the die cast louverhead optical assembly is a structurally superior `' alternative to more vulnerable plastic lenses. P. For school , r :: �_ �, ,� �•_. and institu- ss=:�� . • �� Y,. 1• it v r _^ 5 'i, I oil Uonal Settings -tom•,- fv�' that must ��F`��• �4 withstand more than their share of abuse, ! these Gardco bollards earn high marks. r ;''.; 1 • • ■ - • BRIM 822, BRM 823, BRM 823B, BRM 823G GENERAL i A tine aggregate finish is created with an acid-etch BRM 823,8238,823G-Four(4)galvanized steel base Each Gardco bollard is a luminaire designed lor'use process.Base is preserved with an environmentally safe tabs permanently fastened to precast concrete base. with 35-1 OOW high intensity discharge lamps.A die water-based gralfiti resistant sealant, Assembly is secured and leveled to the mounting cast zinc louverhead assembly provides low glare,high LENS$OPTICAL SYSTEM foundation with tour(4)3/8'x 9"x 1 112"anchor bolls on performance lighting and superior vandal resistance. Fully gasketetl Pyrex*vessel enshrouds lamp envelope a 9 112"bolt circle.Base designed for 5"direct burial. A concealed high strength steel tenon mounting system and is secured in position with a stainless steel spring. ELECTRICAL or reinforced concrete base are available to address the High angled louvers provide maximum spacings while Medium base pulse rated lampholder is glazed porcelain challenges of school environments shielding the source to 900.Upper louver conceals with nickel plated reinforced screw shell and spring loaded UPPER HOUSING hammertoned Alzak'aluminum reflectors to increase contact.Each high power[actor balfasl is the separate Die cast aluminum dome top secures to a one piece the lumina ire efficiency and generate unstriated beam patterns. component type,capable of providing reliable lamp Cast zinc louver assembly with three(3)concealed tamper ANCHORAGE starting down to-20°F resistant screws. BRM 822-High strength steel mounting tenon,hct'Aip LUMINAIRE FINISH LOWER HOUSING galvanized alter fabrication,is secured and double-nut Each luminaire receives a fade and abrasion resislaM BRM 822-.125"wall 6063-T5 extruded aluminum which leveled to the concrete looting with(4)318"x 9"x 1 112" thermally cured and textured electrostatically applied connects to the lop flange of the mounting lenon with four anchor bolls on a 4 314'ball circle. A prewired ballast polyester finish.The painted finish is bonded to exterior (4)internal hex bolts,inaccessible after installation. assembly resides within the mounting tenon,with easy surfaces utilizing chromate conversation as a pietrealmem. BRM 823,8238,823G-Precast concrete base is access for field wire connections. LABELS reinforced with welded wire mesh and steel rebar. All fixtures bear UL wet location and I,B.E.W.labels. Precast Concrete Base4 - I Galvanized Sii'� unting1Sy tem r 8'dia,Exhuded aluminum housing 8'dia Concrete base f 4 IR'dia,GaAanired steel tenon 1/2'Holes®90'for W'anchor bolls r Grade ! 4'Conduit entrance I�f413la'x 9'x 1 12' ��.`�gm circle 5' -�i- 91/2'B.C. I galvanized steel anchor bolts \ 5 '�i: I _ I _ / � .�'f •i I Stub up proiedion 3'maximurn ��Condud opening -=ll' •1'• [ max. �J`Base lab 3 V21 dw. Cuter dia,of concrete base `'• -'\ .• (4)3/8'x 9'x I IN' _Bolt prolt'clion I•IT 1/4' Galvanized steel anchor bolts LOA Zy"glanom bampfe: BRM 622 42 120 70 HPS BRP F BRM 9 BRM 822: Extruded Aluminum Housing - BRM 823: Natural Concrete Base PREFIX HEIGHT WATTAGE' VOLTAGE FINI H OPTION$ RM 8238: Bei a Concrete Base BRM 822 42' 50MH 120 8RP 88 M arc ray Concrete se �, Contact factory for special concrete colors 4 levlwes BRM 823' 36' 70MH 208 SLP SHD g �- FINISH(Lumirlaire) BRM 8238 30' i00MH 240 NP BRP Bronze Paint BRM 823G' 501VIV 277 WP Black 5m1 MP. Natural Aluminum Paint 75MV SC WP: White Paint 100MV SC: Speciaf Color(Specily) 35NPS3 OPTIONS 50HPS _F In-Line Prim�ar Fuse. 70HPS SHD 1801 ISh'eTd f 1 NOTES INC 1.Use medium base coated lamps only. 2.120 volt primary only. 3.1201277V primary only. 4.Maximum wattage:100W A-19. 5.Available in 42'only. MAINTAINED • • Symmetric Asymmetric PHOTOMETRIC A B C D E 1= A B C D E F 42'Bollard,(36'light center)wild coaled lamp 100 W HPS 8 3.8 1.5 .6 .25 .1 B 3.8 1.5 .6 .25 .1 1 DOW MH 7.3 3,5 1.4 .55 .23 .09 7.3 3.5 1.4 55 .23 .09 LAMP LUMENS: _ I OOW MV 4, 1.9 .75 .3 A .05 4 1.9 .75 .3 .13 .05 Type: 100HPS 100.MH 100MV / �AI 1� 8800 8000 4400 3 • f r 3 _ �d� FOOTCANQLE 9'� s' r CORRECTtON FACTORS': sr / F 9 70HPS 50HPS 35HPS� 7OMH SOMH 75MV 50MV 2' �- rs .68 '43 .24 i 63 A3 .72 .36 1 re �� zr ' 1g Multiply fadorS above by the 100W values o1 similar lamp type in o a' 6' 9' 12• 15' Io 2 V 3' D 3' 6' 9' x7 15' the maintained loolcandles table at left. Gardco 2661 Alvarado Street,San Leandro,CA 94577 `'T'H IDM ns' B001227-0758,510/357-6900 in California,Fax'.5101357-3088 79104-14A896 I.IGE{-1'I NG r i AGAWAM PLANNING BOARD Form D Application for Site Plan Approval Please complete the following form and return it and ten (10) copies of the Site Plan to: Agawam Planning Board Office of Planning and Community Development 36 Main Street Agawam; MA 01001 1. Name of Business: Agawam Public Library Address: 750 Cooper Street 2. Name of Applicant/Owner: Town df Agawam Telephone: (413) 786-0400 3. Name of Engineer/Architect: Galliher Baier and Best Address: The Courtyard 10, Simsbury, CT 06070 Telephone: (860) 658-7617 4. Please give a brief description of the proposed project: Existing Building consists of 15,616. SF on the first floor and a partial Ground Floor level. New addition will be a full two-story' structure of20,779 SF that will create a new facility of 36,395 SF with expanded parking facilities. The construction will be steel framed with a brick and stone exterior, aluminum windows, single ply roofing including clerestory windows and a roof top mechanical penthouse. The new structure includes an elevator and toilet facilities to provide full accessibility to the existing building as well as the new addition. Construction is expected to start November of 2000 with completion for March 2002. E E PARKING • r'. E 1NIRODUCTION This document has been prepared by Vandermark Consulting the request of the Library Director of the Town of Agawam to assist the library administration and town officials assess the status of the current library facility and plan an effective facality for the future. To help officials and administration meet these goals, this Library Building Program includes: • a review of the charactq�istics of the community • a projection of probable library use in the -uture • a needs assessment of the current facility, based to a great degree on visits and interviews with library staff and administration • specifications of the space needed to carry out library functions in accordance with the selected library roles and in consideration of the community's needs through the year 2015 Field work included two visits to the Agawam Public Library, one in October 1995 and one in November 1995. Data was gathered by observation and talks with staff members. Additional material about Agawam and the library was provided by Donna Campbell, Library Director. This document provides an assessment of the functional requirements of a library facility that will house the Agawam Public Library's services and collections for at least twenty years. Appendix B includes a summary listing of the space needed for collections, seating, service desks, staff work area, and group meeting spaces. t vii a t ' r ' `I'llE FIJTURE LIBRARY The administration of the Agawam Public Library expects that a significant addition to the current facility will be planned using this library building program. The intet:tion is that the future library will be able to meet the community's needs. The review of the community and the information about the current library have been included in this document to assist in the development of a library building suitable for Agawam. The information should be used to guide the building committee and architects as they review various design options. As a planning document this library building program explains the functional details and design considerations unique to the future Agawam Public Library. The program helps inform the architect, the library association, the building committee, and the community at large. The design of the library will require compromise and negotiation. However, to ensure that the finished project reflects the needs of the community and the goals of the library, all discussions should take place within the context of the planning concepts and the basic questions that follow. SITE AND DESIGN CONSIDERATIONS A public library should be located conveniently for the best application of its services. The most important general library site questions are: 1. Is a downtown crossroads location available? 2. Is the site easy to see and easy to recognize? 3. Is there space available for ample parking? 4. Is there space for future expansion or phased construction? Although it is not at a downtown crossing, the current site is very visible and adjacent to the high school and Route 57, the town's major thoroughfare. Recently the Library Director had standard library signs placed at important intersections on major town roads indicating to patrons the direction to the library. There appears to be room for ample parking and future expansion at the current site. This library building program recommends a library facility of 33,300 square feet for the town of Agawam. It is based on the population projection for the year 2015. Twenty-year projections are required by the Regulations of the Library Impro,)emetit Program - Public Library Constructioti (605 CMR 6.00) as issued by the Massachusetts Board of Library Commissioners as amended on November 2, 1995. Agmcam Public library Bt ildhrg Program f Page 5 - 1 ' e The following factors were considered in developing a library facility program for Agawam: • Community demographics and library need • State and national library standards • Services and resources provided in similar communities • Allowance for flexible growth • Minimum operating cost in designing a building of approximately 33,000'square feet, the architect's preliminary investigation should include the feasibility of a single floor configuration. Although an elevator is needed to provide access to the basement area, a second floor increases staffing levels. - Given the current staffing level (15.2 FTEs) and a minimum workable projection of 22 FTEs, the design should emphasize: • a single entrance • all public services located on the main floor • centralized circulation of all library materials • location of service desks to give maximum visual control of the building and convenience to work areas and library collections • centralized work areas for staff • equipment located adjacent to service desks for easy staff assistance; • as few as possible fixed interior walls • open magazine storage for patron retHeval • flexible stack and lighting configurations to accommodate growing collections and changing formats • simple maintenance to reduce the effects of future cost constraints • ADA-approved design AA,cni,am Prrhlic Library Building Program Page .S - 2 i t Donna Campbell, Library Director, has considered three options in creating the facility needed for the space identified in this program: 1) renovate and expand the existing facility; 2) adapt and re- use a building originally intended for another purpose; or, 3) construct a new building on the existing site or a new site. Part of the review of site and construction options included a cost comparison of options. The following issues and questions were considered as part of the reviev;": r r : Can the building hold the books? Floors in libraries require a load level of 150 pounds per square foot. By comparison, office buildings are frequently 50 Ibslsq. ft; schools are 75 Ibslsq. V Is it possible to provide a single level thus eliminating many of the staffing and access issues which are costly in a multilevel facility? Mechanical and Electrical Systems: Are the systems adequate for the needs of the program? Is it possible to be flexible enough to meet the changes brought about by technology' Is the mechanical system cost effective and easy to maintain9 Operati nd Maintenance : This issue is very important when examining the site options. If the decision is made to remain in the current building after it has been renovated and enlarged, or if the administration decides to re-use another building, the life expectancy of the existing systems and the structure should be assessed. Will the roof need to be replaced? How about the windows? Is the electrical system adequate for twenty-year use? Generally a renovation is more economical than new construction, but these "hidden" costs need to be considered for a realistic idea of the cost of expanding or re-using an existing facility. Parking: Is there room for adequate parking on the site? Adequate parking for the projected size of the Agawam Public Library would be a minimum of 98 spaces plus 3 handicapped spaces for a total of 101 parking spaces. The parking area would have to be enlarged, regardless of the option selected. The decision has been made to enlarge the current building. But there are additional issues to be considered. They include.' • Are there a plot plan, deed, and title available for the land intended for use for the addition? • A subsurface soil analysis must be completed with documentation that the site is appropriate for the construction. • An asbestos survey must be performed. The cost of any required remediation prior to construction must be factored into the construction budget. i Agalrom Public Library BuiUhig Program Page 5 - 3 WETLANDS F I i . A 1 REMA ECOLOGICAL SERVICES, LLC 19 Foster Street Manchester,CT 06040 (860)649-REMA (860)647-8397(fax) April 17, 2000 remae@aol.com www.remaecologIcaI.com Mr. Henry Withers CR3, LLP 571 Hopineadow Street Simsbury, Connecticut 06070 RE: Site Investigation Agawam Public Library Agawam, Massachusetts Dear Henry: In response to your request, a RES soil and wetland scientist investigated the above-referenced site for the purpose of identifying any wetland areas subject to jurisdiction under the Massachusetts Wetlands Protection Act (MWPA) (MGL Ch. 131, s. 40) and its Regulations (310 CMR 10.00) and Section 404 of the Federal Clean Water Act. RES used a multi-parameter methodology, which incorporates the presence of hydric soils, dominance of hydrophytic vegetation, and other indicators of hydrology to determine the lint its of state and federal jurisdictional wetlands. The proposed development site, which encompasses the property upon which the existing public library is situated, consists of maintained lawn,open grassy fields and ornamental plants. The dominant vegetati011 consists of a variety of upland grass species and the soils are sandy and well-drained. No wetland resource areas were identified on or within 100 feet of the proposed development site. Please call us if you have any questions on the above or need further assistance. Respectfully submitted, REMA ECOLOGICAL SERVICES, LLC George T. Logan, MS Registered Soil Scientist Certified Professional Wetland Scientist (No. 581} VIA FIRST-CLASS MAIL PrgadafCa+vW0153AG Wilagawamlibrary l.doe i Soil&Wetland Studies + Ecology • Environmental Planning&Management + Permitting + Ecological Restoration&Habitat Mitigation • Expert Testimony OIL TANK r I-'�----- - EXISTING PANEL 'A' C e+roa- .Is a-FOR- --�--"-• ✓-a C•.,- � �k—,• Fos—•-0 TC TIMECLOCK F� SEE WIRING OIAGRAm + EXISTING 6URNER CONTROL PANEL- -•• (2} a4 1/4" FOS fC I ■2" FOR SILENCE SWITCH FOR OVERFILL ALARM C J'-8-w a 7'-2'H - V-4"D DOCR OPLNSNG. INVENTORY CONTROL PANEL r }' INFILI WITH 3000 PSI CONCRETE. I J•-))'W i 7"-2-H - V-4"0 DOOR OPENING. A-14 ! CONNECT NEW FUEL OIL PIPING INFiLL WITH 3000 PSI CONCRETE. Y�TO EXISTING, INSTALL NEW SHUTOFF Q I VALVES AND FIRE-O-•MATIC VALVES /4 0 12' O.C. /4 0 12' O.C. Off ON EACH LINE. E%ISTING GAS VENTS TO REMAIN. ® F FI�SEAL PIPING PENETRATIONS WATER-TIGHT. L V 0 i 4 ys o e' O.C. �. E._ lriVERFILL ALARv (2) 2 FOS (__TERMINATE P TANK VENT ., _ HORN/STROGI:. O T TO 10' ABOVE i, 1 2' FOR- E - v GRADE. CENTER VENT I EN wIN00W5 AND 2- ELECTRICAL,CONDUIT I ~ .....-.-. WITH VENT CAP, FOR INVENTORY PANEL. f NEw 12.000 GALLON FUEL0IL 570RAGE I t IN UNDERGROUND BUNKER. REFER TO INSTALLATION DETAIL ON DRAWING M-J ij// W l/YGC I I I r I I • �. /� I �L — -� -- ------ --- -- - --- -------- - - t ; II __ �J• rr Ct b c BUNKER INSTALLATION NOTES: C� e� 1, i1ISTALL NEW FOUNDATION AND WALLS FOR NEW FUEL OIL ��"�� TANK BUNKER. INSTALL PROCESS GRAVEL BACKFILL IN VOIDS LEFT AFTER INSTALLATION OF CONCRETE BUNKER- BACKFILL SHALL BE PLACED IN SIX INCH (6-) LIFTS AND COMPACTED WITH VIBRATION COMPACTOR TO ASSURE 95% COMPACTION, PROVIDE COMPACTION TEST RESULTS.. 4 _. 2. REPAVE ALL AREAS DAMAGED OR REMOVED BY REMOVAL AND INSTALLATION OF NEW FUEL OIL STORAGE TANK AND BUNKER. SIDEWALL PROPELLAR EXHAUST FAN GREENHECK MODEL St-16-436-CB. 1/8 H.P., 12D VAC. EXPLOSION PROOF, DISC, SWITCH, FURNhaED & INSTALLED BY THE HVAC SUBCONTRACTOR AND .-. .. WIRED BY THE ELECTRICAL SUBCONTRACTOR. CATCH BASIN FRAME & CRATE NOT£: ALL CONCRETE, BUNKER CONSTRUCTION, EXCAVATION. BACKFILL. TO BE NEENAH R-3570, 4-FLANGE INLET. BUNKER WATER-PROOFING, CATCH BASIN, MANHOLE COVERS AND 32 HOLE GRID OR APPROVED EOUAI_ BUNKER HATCH BY GENERAL CONTRACTOR. FINISHED GRADE FRAME CASING TO BE SET IN FULL MORTAR BED- I :'� I ANCHOR PLATE-WELD PLANK AT BRICK AS REQUIRED TO ADJUST TO GRADE t� __ __J L __ _ EACH JOINT TO WALL ANCHOR - . r-0' � ---- 6'K6"K1f2' ?LATE W/ � !— I } ----- 1/8'K2 KB' ANCHOR PRECAST CATCH BASINSTRUCTURE WirH I I I I I I O PEN GRATE C.A. COVER FOR I .. SLOPE BUNKER EXHAUST. I IS". RCP I P i j4 O 12'O.C. EWEF f! I I I I 4 WALLS 1 i ! 8'-0- DOM. K 1 f o I l I 32'—D- LONG I I 1 V—0•Dvw I I I 12.000 GALLONS I I I I MEMBRANE WATER PROOFING 12- COMPACTED— I TRAVEL BASE I I 1 I I 12112' 2•—C ! II I I• I ! #4 O 12'O.C. , a SIDES t 2'a WEEP HOLE I , �I , — 12'Kt2'K3'DEEP DEPRESSION 8- WATER STOP IN SLAB FOR LEAK DETECTION .__ ________ _______ SYSTEM PROBES. L., JS O 17' O.C. EW T B 4' TAP WITH 4" FILL PIPE PROVIDE STRIKE PLATE BELOW -- - -- .. .. .EVERY TANK. TAPPING. .._.. ECTION_THRU TANK ENCLOSURE TANK SADDLE, TYPICAL FOR (3). SCA12: 1/4'=1'-0' 4" TAP WITH TANK GAUGE --�• - - AND 2' GAUGING CONDUIT 12,000 _ ALLQN FUEL OIL UORAGE TANK & BUNKI SCALE: 1/4"=1'-O' --- AUTOMATIC OVERFILL PROTECTION FILL BOX WITH LOCKING COVER. ' PROVIDE 36' SOUARE CONCRETE PAD. . - ---------- -. - - 4- VENT TAPPING. ........-__- _...__.- -- 12'o BY B- DEEP MONITORING MANHOLE WITH ` 4- RISER FROM MANHOLE TO VAULT CEILING FOR FUTURE REPLACEMENT OF GAUGING PROBE. PROVIDE 36• SOUARE CONCRETE PAD. ---»-------' --- -- -- 30•e MANHOL,•E FRAME h COVER BY C.C. FRAME SET IN FULL BED OF MORTAR. --------- PRECAST RISER SECTION OR BLOCY, HEIGHT AS REQUIRED. y i---- LOCKING FILL BOX FOR MANUAL GAUGING. i 36"S0. CONCRETE PAD BY G.C. r --8' PRECAST PLANK: K-20 LOADING. WATERPROOFING BILCO LOCKABLE HATCH MODEL J-2AL H•-20 - -' "' '� 2•-6• �., I FURNISHED & INSTALLED BY C.C. { - EXTEND CONCRETE FRAME TO GRADE. ------- ---� r-0. PRECAST CATCH BASIN STRUCTURE WITH OPEN SLOPE I I SLOPE GRATE C.I. COVER FOR BUNKER AIR INTAKE. 18.0 RCP I I I I I ll 11 ll I IB-e RCP I 8'-0' DULM. I I ll f! Il 1 :-o DVM. 132'-0' LONG m 12.000 cuLar+s I I I I I I I Il I.2'e WEEP HOLE. I II II Il ' - _ 34'-6" 11 _' 12' COMPACTED l l I I II II I 2" " I I ' 24• WIDE STEEL LADDER GRAVEL BASE. 121 1 2 ' - 3_6 2 3/4-0 RUNGS AT 10" O.C. )EPRESSION - K DETECTION I' _ �i - I—WATER-PROOF ENTIRE BUNKER ASSEMBLY WITH L_ --------J SARNAFIL SYSTEM 4002 WATER-PROOFINC SYSTEM.------ -------- -- ----- - - - WATER-PROOFING FURNISHED & INSTALLEO BY I - i-ILL PIPE„ I � We LOOSE-BOLT MANWAY THE GENERAL CONTRACTOR. (EMERGENCY VENT) ;LATE BELOW 4- TAP WITH 2" FOR NG. 4- TAP WITH 2- FOS & FOOT VALVE 'CAL FOR (3). SECTION—LONGI EUMAL 4' TAP CAPPED FOR FUTURE USE GAUGE SCALE: 1/4"=1•-0" CONDUR. 4- TAP WITH 4- RISER FOR MANUAL GAUGING, TORA_GE TANK & BUNKED DMIIIs � �r + LID l tp SITE LIGHTING F C�Gardco {�f�IM (D Tx GULLwING S P E C I F I C A T I O N S ROUSING: A one-piece die cast aluminum OPTICAL SYSTEMS: The segmented Ail"umis feature lamp stabilizers except housing mounts directly to a pole or wail optical systems are manufactured from ISO HPS. without the need for a support arm. The low homogenous sheet aluminum which has profile rounded form generates wind loading been electrochemically brightened, ELECTRICAL: All electrical components requirements of only 1.2 EPA anodized and sealed. The multifaceted are UL recognized, factory tested, and arc image duplicating systems are mounled on a unitized plate with quirk LENS ASSEMBLY: A single-piece die cast designed to produce IES Types 1 (1). 2 electrrcal disconnects. Each nigh por:^r aluminum lens frame hinges down from the (2XL), 3 (3XL'), 4 (4XL), and 5 (0). With factor ballast is the separate compon_'ni housing and is secured by a stainless steel the 2XL. 3XL and 4XL luminaries.. the type capable of providing reliable lamp lanyard and hinge pin. reflector facets lorrp-a conical fan around the arc tube with each face) positioned to slanting down to 20(F). An optically clear, heal and impact resistant p tempered fiat glass lens is mechanically be precisely tangent to the top of the arc FINiSW Luminaires are finished with a secured with eight(8)retainers. The electrical tube. fade and abrasion resisiant. and oplical chambers are thoroughly sealed The mogul based lampholder is glazed eleciroslatically applied, thermally cured with a one-piece memory retentive hollow porcelain with a nickel plated screw shell. TGiC powder coal. Units are thorough!y core EPDM gasket to prevent intrusion by Position oriented sockets 10 accept super cleaned and provided with a patented pre moisture,dust,and insects. metal halide lamps are supplied standard. treatment. D I M E N S I O N S M O U N T I N G D E T A I L S �------------ 31.5 18,001, - rd t v,+t ..{'rye; Y AP�eF,�`4'`[^ 111 � � :•`}t..., ��'.:X,„ V �w 1'• �a ritlrJa4 � +1 w .�'� cri �, - " [t 1-WAY. 1.2 2-WAY 2.4 3•WAY' 3.2 1 4-WAY' 3.2 i THOMi%S GARDCO. 1.1<;HT1NG 79115-8511296 Gardoo GULLWING GENERAL DESCRIPTION: The�Gardco Gullwing is an area luminaire defined by its sleek profile and rugged construction.The housing is one- piece,diecast aluminum and mounts directly to a pole or wall without the need of a separate support arm.The mutifaceled arc-image duplicating optical systems provide IES Types 1,2,3,4 and 5 distributions.The door frame is single piece diecast aluminum and retains an optically clear tempered flat glass lens.The luminaire is completely sealed and gasketed preventing intrusion from moisture,just and insects. The Gullwing luminaires is finished with a fade and abrasion resistant TGIC powdercoat. i O R D E R ! N G: i PREFIX CONFIGURATION DISTRIBUTION WATTAGE VOLTAGE FINISH OPTIONS Gt8 1 2XL 250HPS 208 BRP POLY I i G18 1 154IIPS 120 B� RP HF 2XL 250HPS 208 BLP LF 2 �.-0 3XL 400HPS 240 WP PC 40 _4XL 600HPS 277 NP PCR I 0`- Q 100MH 347 SC POLY 3 150MH 48D � N5 � ; 4 175MH RPA1 z 25OMH RPA2 3 4 0-� 40OMH PTF lJl W C� NOTE:RPA is required for round poles. ws C� i.Types 1 and 0 are not available mih 6WHPS 2.RPAI is used for 3'o d,poles or tapered round poles where too o.d.is less than V. 3.RPA2 is used for 4'tU 5'round Doles. TYPE PREFIX CONFIGURATION REFLECTOR WATTAGE VOLTAGE FINISH OPTIONS I I i 1 i CONFIGURATION DISTRIBUTION FINISH OPTIONS 1 Single Fixture Assembly 1 Type 1 Horizontal Lamp BRP Bronze aint HF In-Head Fusing i 2 Twin @ 90 or 180 Degrees' 2XL Type 2 Horizontal Lamp BLP Black paint LF In-Pole Fusing t 3 Triple Assembly 3XL Type 3 Horizontal Lamp WP White paint PC Receptacle and Photoconlrol 4 Quad Assembly 4XL Type 4 Horizontal Lamp NP Natural paint PCR Photoconlrol(Receptacle Only) W Wall Mount,Recessed J-Box Q Type 5 Horizontal Lamp SC Special Color POLY Pofycarbonate Sag Lens(250w max) WS Wall Mount,Surface Conduct 7[ HS Houseside Sheild PTF Pole Top tiler (splice compartment within luminaire) t 2661,AIvarado Street ^ ' San Ieandro,CA 94577 A1�� i � J.S.600/227-0758 CA 510r357-6900 PARKIN FAX 510/357-3088 _ hnpJMrww.lhomastighting.comloutdoori ®THOMAS GAR FDCO, 1.1GUfTING tipecirrcations i LTV50 Seri 'S Accent or Wall Wash Lens Rlntt:Ore p.;e-,B5! _IQM cap!ive Vv' zxackened sta,r,�Es:. �•=:.�; nEx-.SOCket cap sCrev.s. Lens:Clear rern r-d ootos:ilcale grass, sh w,in lens ring. S!igntty crowneo Lens Casket: Orne piece r'Fwc arounz:ens 'dr' housing: H- o1.n. '.e+tnztraiure {:;f!`[.I: S m1�Idc:7, t�ve;g'ass I�^nragr:ateo, ;:.�' r,a-l. .:a1t ..Ornpove.Chare-6a1 Orly NO top ilic.3:rap an(1 rno:StuIe. S_1:;7 0raSS=:Hurl e ,. , R.h �^.S..fiS�T.0 ed .n ;o r_^N,ve :?n5 ;7,g a^d )a1laSl co?rGar-)P.nts,i.^•d v�-I:"s:: S: _,G t uR lrlu:Y1 n;c.*.13;_Orc'S,vvih 5r!ICO is As' :5 • ra ,�� -!, t4PT I.', .:p::Ot 2< •'Iodular r�v�.'Se 0'af: design !tap O a 5r7,-;?: T :nay 00:10m1, a0r1} .3no baFast N•�._• ' conded. ' � • Optical System: SP a.r%. NF - ::ir ' � Mood spun ,lu• ll:,�� rtliectvr SOCG'_I'. _ 4 A,23k , L:ack D:,rano,,--I arc ;!are sii . .. f �,n SP prlly. PR - P r'135,Af:E--Ci0: Id f PAR36 and AP 1 11 12V.iarr.,)s= L?,._A cccets =Y,`' CsUiur; .)35a A.: 70jCLaiVS,'Sld' .. ;cke mounted. 360` r3:a:,on. s:,' i 3d;ustfnent. !oc'•;ing sc:e'.v.], J.4~CK d,1!);-].c !-',V Shield fz)r +sous:ng !n:Eriv. 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'a 2Sp+v �;. e "t O-a'ar.ar Marker Per;mefor Markw may, D ec aurAve up to trl,flDO W�enictes.uP to t3 mph LTV50 Series page 14 __._ ..___� : - �'• LTV Metat Hatida +M-MAI wgn P+es:uro tla1IOQ*n1 S`.,V' �[.ow vnftage . t0OW Dt,va-OVer dufarile�p in S.500 it7 vC7l4feS. d r i I ' i i v-s Lr U d' Q r CAR—RT SOR'T*** C002 Agawam P1a)-Ir,iilg 36- Main StAINANI i 1 1. ( Agawam MA 0 1 00 1--1 825 ICJ r vertlserp N6ws "Your Hometown Newspaper" Volume XXiII Number 22 June 1, 2000 _• ~�' EU + �. ( .. JAY PICTURED ABOVE IS A DESIGN SKETCH of the proposed expansion for the Agawam Public Library. The issue of the library expansion will he addressed at the Town Council meeting this coming - Monday evening, June 5th. i L ibrar Expansion Projecty i Depends On Council Support by Kathy Cassanelli News Editor The final chapter in the 15-year struggle to at- homeowners and new businesses," Cohen said. 101 parking spaces. tract state aid to expand the Agawam Public Library Director Donna M. Campbell believes in 1996, Town Council voted unanimously to ap- Library will be written Monday evening, June 5th, the council will support the library expansion pro- prove the preliminary design plan for the renova- one way or the other. ject, but she is taking nothing for granted. Ms. tion and expansion of the library, and to authorize What remains to be seen is whether the book Campbell has a posted a sign at the library en- the Mayor to apply for whatever state or federal will be closed on the possibility of state funds, or trance urging library patrons to contact town funds were available for the project. Although a new chapter will begin the story of transforming councilors or to attend Monday night's meeting to Agawam's first application to the MBLC was re- a library that was inadequate when' the doors voice their support for the expansion project. jected, a revised application was submitted in opened in 1978 Into a facility that is expected to "I can't just sit passively by (while the council 1997 and Ms.Campbell was notified in September meet the needs of the community for the next 20 considers the proposal)," Ms. Campbell said. "A 1999 that a provisional grant of $1.8 million had years. lot of people think this is just a matter of when been approved. Citing the library's failure to meet the standard we're going to start the project, but I can't take Ms. Campbell Praises Mayor Cohen... for square footage for a community with a popula- anything for granted until this is approved. We Elected just two months after the town was tion of 32,000, along with the lack of research and have to show community support for the project." awarded the MBLC grant, Cohen deserves a great study space and a children's section that is vir- Considering the scarcity of library grant funds deal of credit for moving the project forward, Ms. tually nonexistent, Mayor Richard A. Cohen sent - and the competitive nature of the grants, Ms. Campbell said. two related resolutions to Town Council two Campbell said the town will not be likely to attract "We're gratified that Mayor Cohen approved weeks ago. a grant in the future if the council turns down this this and submitted it to the council," Ms. Camp- The first asks the council to accept a$1,870,407 grant. Also, the town will lose the $300,000 bell said. "He took over with this huge decision grant from the Massachusetts Board of Library already invested in preparing the plans for an ex- pending. He reviewed it and worked with us. Since Commissioners (MBLC) for the expansion and pansion project that meets the requirements of we applied (for the grant) in 1996, the costs have renovation of the library, and the second resolu- the MBLC building assistance program. gone up, so that was another level for us to over- tion authorizes a loan order for$4,250,000 to cover Space Needs Studies And Design Plans... come." the town's share of the cost of the project. "We've been working on space-needs studies On a recent tour of the library, Ms.Campbell us- On Monday, June 5th, the council Is expected and design plans from 1986 to 1995, when there ed the children's section to highlight the library's to vote on both measures, as the June 30th wasn't even a round of grant funding announced, space woes. The seating for young children Is deadline for accepting the grant and negotiating a because we had to be ready to step out smartly limited to a table accommodating no more than contract with the MBLC is fast approaching. when a grant was finally announced," Ms. Camp- one child and one parent at a time.The preschool "This Is something that is definitely needed," bell said. seating area is separated .from an adult quiet Cohen said. "Even though this is a major expense, In 1988, a library consulting firm was hired to reading area by one waist-high bookcase. In addi- ct is well-needed; the plans are state-of-the-art; prepare-the building study program and In 1995, tion to being jammed into a tiny corner of the and it will have such a positive Impact on when the MBLC announced a new round of com- library, the children's bookcases are piled high everybody." petitive library construction grants, a second con- with displays of tapes and videos. Cohen said people looking to relocate are most sultant was hired to update the building study as The 672 square feet that is home to the interested in determining the quality of the public required for the grant application. children's section should be 5,637 square feet for schools, the Police Department, and the Public Sondra Vandermark Consulting recommended a community of Agawam's size, according to Library when purchasing a home. "We need these doubling the size of the library to 36,395 square strong departments to attract both new feet, and expanding the parking area from 35 to SEE LIBRARY EXPANSION - Page 2... Page 2 The Agawam Advertiser•News June 1,2000 q - - y intment Only... - B Appo b v� IAazardou s Waste Collecto IN, LJ June Mh In Agawam all The Town of Agawam will be conducting a Household Hazardous Waste Collection Day on � I se ;µ t � Saturday, June 17th, from 9:00 a.m. to 12:00 noon. It will take place at the Agawam High School parking lot on Cooper Street. Proof of Agawam ,�r 4 residency is required, and no commercial businesses will be allowed. This waste collection is by appointment only. For appointments, call the Health Department at J tt 786-0400, ext. 207. Each household will be limited to a quantity of waste equal to 15 gallons liquids or 20 pounds YT �� solid. WHAT DO I BRING? • From the house: rubber cement; photo chemicals; furniture polish; oven cleaner; drain/ y y �•,. ,. �`"`_ toilet cleaners; rug/upholstery cleaner. TRICIA GR ElEN E and her two children Grace and Garett recent) sent some time in the From the garage:; car nwax/p wax/polish; antifreeze; + + y p engine de-greaser, car waxlpollsh; driveway children's corner of the Agawam Public Library. According to a former state building consul- sealers; roofing tar. tant, Agawam was the only community of its size (to his knowledge) that did not have a From the workplace:oI III atex paints;stainslvar- separate, much larger children's room in its public library. Library Director Donna M. Camp- a�aerosol cans; preservative; ve; paint stripperlthinner; bell and her staff encourage the public to contact the town councilors to express their support From the yard: Insect icideslfung-Icides; for the library expansion project prior to the Monday, June 5th meeting. Advertiser News photo by chemical fertilizers; weed killers; flea control pro- Kathy Shepard. ducts; no-pest strips; pool chemicals; propane cylinders. For the library staff, the expansion project will WHAT NOT TO BRING III ]LIfBRARV EXPANSION - from Page 1... bring an end to the days of making do and cramm- Empty containers. (DO NOT BRING EMPTY ing materials into the available space to the point PAINT CANS; dried, empty cans can be thrown MBLC standards. Presently, the library has 5,800 where patrons and staff are literally squeezing out in the trash.) square feet to serve all age groups. In other themselves by bookcases and video display • Commercially generated wastes. words, the children's section should be nearly as racks. And that's just in the areas visible to the • Radioactive wastes/smoke detectors. large as the entire area used by library patrons. public. Currently, there is not enough workspace • Biological wastes. In a letter to Ms.Campbell, MBLC Building Con- for staff members to have their own desks, and • Explosives/ammunition. sultant Patience K.Jackson states, "The needfora navigating around the room is an exercise In agili- • Prescription medicinelsyringes. much larger, separate Children's Room is a pivotal part ty. Motor oil can be brought to the DPW garage, of your project. The present children's area is embar- Also, more storage space will put an end to the 1347 Main Street, from 8:00 a.m.to 3.00 p.m.,Mort• rassingly small to offer to the children of a city of ruthless weeding out of older books and make day through Friday. Agawam's size. There is no space for school projects, worthwhile, but less popular, books and Home composting bins will be sold the day of preschool play and reading,parents to sit and watch, or periodicals more accessible to the public, the Collection. staff to work in any organized way.-In addition, noise The design plans for the library expansion pro- Once again, call the Health Department at from the children's area can penetrate throughout the ject are on display at the library and will be 786-0400, ext. 207, to make your appointment for library, making quiet study difficult or impossible for available for the public and the council to ex- the Town of Agawam's Household Hazardous students and adults." amine at the council meeting. Waste Collection Day on Saturday, June 17th. ,Ale a - sue 'r T �% • a �.L �4 aTt�; ?sue - a ".2 d6a z : a a w—, A— 43 1: - '�. w Sr 'sz ;RA 4� aa EXPIERIENCE- J A., ` 9 - -0+ 4 s r R' ,Ni°3y'�'7rt a {I 545 SPRINGFIELD STREET j , FEEDING HILLS, MA a. 0 PERSONAL INJURY LAW m REAL ESTATE LAW 0 PROBATE LAW & ADMINISTRATION OF ESTATES Lipb6ary o bluepnntsz,,� reviewed ,� The expansion needs the council's approval by June 30 to be eligible for a $1.87 million:: grant. By JACK FARRELL Staff writer City officials last night got their first look at plans for a$6.1 million expansion of the public library on Cooper Street, a project that one official said was`overdue." Mayor Richard A. Cohen has used the same words to express his support for the project, which would double the size of the li- brary,provide a children's section, expand computer services and create study areas. Cohen set up the meeting with the City Council and several de- . partment heads to discuss the ex- pansion,which needs the council's r approval by June 30 to take advan- tage of a $1.87 million grant from the Massachusetts Board of Li- brary Commissioners. If the council approves the plan, the city will have to pick up the re- maining $4.25 million for con- struction. That money would be borrowed and paid back over an extended period. At last night's meeting, the ex- pense of the project was foremost in City Council President Robert A. Magovern's mind. But he said the expansion should go forward:, "1t sounds good, and it's long overdue," he said as he took,.a quick break during the presenta- tion by Library Director Donna Campbell and architect Ken Best.., "As we build a new Library,d hope we remember citizens like Please see library,Page A9 UbmrVoo - d to be 1 ®f state's busiest Continued from Page Al books per year. Statewide, the av- erage is seven. Minerva Davis who made the first "That shows that we're one of library ossible," Magovern said, the busiest libraries in the state," referrinE to the benefactor who she said, and there is not enough donated the original Center Li- space to accommodate the de- brary on Main Street in 1924, mand. "I'd like to see some similar- The latest federal estimate is minded person step forward with that Agawam's population has a donation to help. We've got to grown to about 32,000. Campbell move fast,"he said. said that more than 20,000 resi- The expanded version of the li- dents are users of the library. - brary would feature a new section Quoting a study done on the li- with two floors and enough stack brary in 1989, Campbell said that space to hold roughly 30,000 more "One of the library's major space books.It now has 102,000. problems is a 'people problem.' The existing building contains There is no space in this facility to 15,616 square feet with about one- curl up with a good book, read a third of that used for storage. The favorite magazine, or the latest expansion would boost the capaci- newspaper. . . . Over the years, ty to 36,395 square feet and pro- space for families and students, vide 101 parking spaces.There are browsers and the just-plain-cun- 35, ous has been eroded by storage "A town looking at a 36,000- space for materials. There is a square-foot building is not out of clear need and support for ex irder,"said Best,who works for a panded library facilities in Aga- _�imsbury architectural firm."This wam." c not a huge project for a commu- According to state law, con- ,ity of this size." struction must begin within nine Campbell said that per capita, months of acceptance of the grant, .gawam residents check out 10 or no later than March 30,2001. ition b to library ". i. � r wins OK The project will more than double the size of the library t� built in 1978. By KEN ROSS Staff writer J AGAWAM - The City Council yesterday voted to borrow $4.25, ' million to build a $6.1 million li- brary addition. "I'm absolutely delighted," Li- brary Director Donna M, Camp- bell said afterwards. "I think it shows a lot of community sup- port.,, Councilors voted unanimously in favor of three resolutions relat- ed to the addition onto the town li- brary at 750 Cooper St. Afterwards, c residentsThe ft clapped and cheered. Earlier, also r many of the —- ______ t same residents agreed to spoke in support of the project. spend up "The priorityr of our library is to$1 331- 4 number one," resident Jerome So to - Radin of Planta- tion Drive said. rent a : "The building simply is too tempo- - small," Francis R. Meagher of rary li- Sunset Terrace said."It definite- brary site - ly is time to ex- pand." during Later, many _ councilors ex- eonstm- pressed similar comments in Tien. ' support of the project before voting on the three _ resolutions. li "I think it's a great plan,"Coun- cilor Anthony C.Bonavita said."It makes a lot of sense." "I'm in favor of the library," Councilor Kent P.Servis said."It's c too crowded." r Besides voting to borrow $4.25 million to build the addition, the council also voted in favor of ac- cepting $1,870,407 grant from the Massachusetts Board of Library r Commissioners to pay for the re- maining construction costs. Last September,the state Board h of Library Commissioners offered to give the council the $1,870,407 grant towards building the addi- -I tion. But in order for the town to i receive the grant, the city council had to agree to pay for the remain- ing cost of the project by June 30. The council also voted yester- , Please see library,Page 113 .e library: Councilors back addition . r . Continued from Page B1 in 1978, according to figures pro- vided by Campbell. The library i fyAis spend up to$133,500 to rent has 15,616-square-feet. The I acility temporarily to serve as 20,779-square-foot addition will the library during the construction increase the library to 36,395- xogeri�d which is exp cted to begin square-feet,enabling the library to I�dvember and last 12•to 14 hold-roughly 30,000 more books " odtlis,according to the project's than the current total of 102,000, `F9d�arcfiit'ect, Kenneth C. Best of Sim- The expansion will also in- T.sn 5bury;'Conn. crease the number of parking 3 idl•The location of the rented facili- spaces outside the library from 35 din has not been determined, to 101 parking spaces. Agecording to Mayor Richard A. "There is no space in this facility d3figohM* Several are under consid- to curl up with a good book,' eratldit. Campbell said. "There is a clear :addition will more than need and support for the library i .�gcdbuble the size of the library built addition." v , June 8, 2000 _ The Agawam Advertiser News Page 5 councfl unzm,mous ffn Supp'dlr' t ®T U*Ibirmiry Emp,%n0on by Kathy Cassanelli News Editor The question was posed by town resident Priscilla clapping and cheering after the council voted in unan- the details of the library plans as well as her success Peterson, speaking in support of the library expansion imous support of the three resolutions covering in mobilizing community support for the project, plan at Monday night's Town Council meeting. Where acceptance of the grant, authorization of town fund- Councilor Gina M. Letellier noted,"This is the first time else can one go to enjoy books and videos for free? ing, and approval of funds for renting a temporary I've seen so many people calling and coming to the + About an hour later, the councilors gave their unan- home for the library during construction. council meetings." imous answer. At a library that is more than doubled Citing past examples of shortsighted municipal Ms. Letellier urged the citizens to continue to show in size; is designed in compliance with ADA stan- planning, Miller commended Ms. Campbell for her their interest in the issues affecting the town. "Stay dards,and provides all patrons a parking lot with near- work in planning the library building. "Rarely do we involved in what's happening in town," Ms. Letellier ly three times as many parking spaces where they can plan for the future," Miller told the councilors.'"This is said. "The town needs people who are motivated by safely park their cars. your opportunity to meet the town's future needs." the town's best interest." i Urging the council to accept a $1.8 million grant Retired teacher Ann Bradford said she and her At Ms. Letellier's urging, the council amended the from the Massachusetts Board of Library husband, Wesley, were grateful for those who worked resolution authorizing the Mayor to rent temporary Commissioners (MBLC) and to authorize bonding for to secure the grant funding, grateful for the town coup- quarters for the library during construction, limiting the $4,250,000 to cover the town's share of the cost of the cil vote in 1996 to seek a grant, adding, "And we'll be amount of money for the relocation to $133,500. Ms. expansion project, Library Director Donna M. thankful tonight if you authorize this project." Letellier objected to approving a "blank check" resolu- Campbell said renovating and expanding the current One Of The Most Important Council Votes tion. Her colleagues agreed unanimously. library of 15,616 square feet to a 36,395 square-foot Echoing the sentiments expressed by many library Cohen said relocating the library will save four to facility with a two-story addition in the front of the supporters, Council President Robert A. Magovern six months in completion time, as well as an estimat- building will meet the town's library needs for the next said, "This is one of the most important votes we will ed $150,000 to $200,000 by eliminating the need to 20 years. take as councilors." move entrances and provide additional safety equip- Ms. Campbell said the two-level design will allow equip- ment to protect library staff and patrons from con- e 9 After having reviewed all the financial information struction noise, dust, and inconveniences. the library to better accommodate its educational roles provided by the town treasurer, Councilor Anthony „ by providing space on the second floor for noisier Bonavita concluded, "This is the most important vote It will be expensive to move, but in the long run we activities and preserving the first floor for quiet activi- I'll make. It will have the most impact on the town for will t saving money," Cohen said. "And it will not be ties and stud areas. safe to have the library open during construction. Y the next 25 years." The library is expected to relocate in October or Desperately Needed Project Councilor Joseph Mineo said he had been in sup- November before the year-long construction phase Mayor Richard A. Cohen said the project was"des- port of the project "since day one," but Councilor beings. Cohen said Ms. Campbell has some locations perately needed" and would enhance economic Robert C. Morassi said he was able to support the in mind, but the town must go out to bid on the project development in town because the quality of the library library expansion because he had been assured by before a site can be selected. is one of the first things most prospective homeown- the administration that the town could also afford to The upper level of the expanded library will house ers ask about a community. take care of his two top priorities: a new DPW facility the noisier activities, including children's services, the 1 "The citizens have made it pretty clear that they and bringing the Agawam High School library up to circulation desk, an adult lounge, as well as adult fic- need it and want this project," Cohen said. "Yes, it's accreditation standards. tion, large print, and young adult fiction sections. expensive, but it's money well spent." Councilor George Bitzas called the library expan- There will be space for a separate, greatly enlarged A dozen town residents, including former Town sion project "the best thing that's come before the children's room along with the community room where Council Presidents Jessie Fuller and Joanne Willis council in a long time" because it will serve the needs youngsters can express themselves without disturb- and retired Phelps School Principal William Miller, of every family and every age group in town. ing adults or students doing serious research. spoke in favor of expanding the library while dozens "This well deserves the taxpayers' money," Bitzas The lower level will be limited to quiet activities, at in silent support of the project. said. quiet study areas, the reference section, adult nonfic- " ^�eir silence was broken by an outburst of Congratulating Ms Campbell for her attention to tion, and computers • • AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: July 20, 2000 DATE RECEIVED: July 20, 2000 DISTRIBUTION DATE: PLANNING BOARD MEETING DATE: APPLICANT INFORMATION 1. Name of Business: Agawam Public Library Address: 750 Cooper Street 2. Owner: Town of Agawam Address: 36 Main Street Agawam, MA 01001 Telephone: (413) 786-0400 3. Engineer: Galliher Baier & Best Address: The Courtyard 10 Simsbury, CT 06070 Telephone: (860) 658-7617 PLAN REVIEW Scale: 1" = 20' Date: June 23, 2000 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): Street address should be included. .211 33g Description of Project: Site Plan Review Page 2 Description of Site: Provision for Traffic Flow: Radii at driveway should be shown. Parking: One hundred and one (101) parking spaces have been provided, including three (3) handicapped. Drainage: To be reviewed by the DPW. Public Utilities: O.K. Landscaping/Screening and Buffers: The landscaping plan should specify the size, species and location of all plantings. The following landscape note should be placed on the plan: "All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel." Sign Location: O.K. Exterior Lighting: Cut sheets and heights for lighting shall be provided. Lighting shall be shielded and shall not shine on adjacent residential properties. Rendering or Elevations: Colors and textures should be provided. Dumpster Location: Dumpster must be fenced and screened. Other Comments or Concerns: • 0 TOWN OF AGAWAM INTEROFFICE MEMORANDUM M� To: John R Stone, DPW Superintendent CC: Planning Board, File From: Engineering Date: September 8, 2000 Subject: Site Plan- Agawam Public Library - 750 Cooper Street - SP 363 Per your request dated September 6, 2000 we have reviewed the submitted Storm Drain Study submitted by Clark Engineering for the Agawam Public Library, dated August 25, 2000. Comparing the pre and post conditions flows in the submitted drainage study, there will be a slight increase of 0.4 cfs for the ten-year storm. The calculations submitted are very conservative due to the fact that a much lesser permeability rate of 50 ft/day is used in calculating the volume of water dispersed per linear foot from the leaching galleys. Using 50 ft/day, the amount of water infiltrated by 200 feet of leaching galleys half full is 0.98 cfs. Permeability rates measured from tube samples of the soil (from the site) were greater, 88 ft/day and 70 ft/day. Using the latter, the amount of water infiltrated by 200 feet of leaching galleys half full is 1.38 cfs. The difference between using 77 ft/day and 50 ft/day for a permeability rate in the infiltration calculations would be 0.4 cfs. Using the permeability rate of 77 ft/day, there would be no increase in flow when comparing the pre and post conditions. In addition, the leaching galleys were calculated being half full and a greater permeability rate of 88 ft/day (taken soil samples on site) was not used. The Storm Drain Permit Number is SD# 176. The conditions of permit should read, " As per Engineering Report - Storm Drainage Study, submitted by Clark Engineering, for the Agawam Public Library, dated August 25, 2000." If you have any questions, please do not hesitate to contact our division. Sincerely, U. ames T. 15aleyd3.h. Van Ka a nnakis Town Engineer Civil ngineer I t � h:Icngineerlsiiep1anlsp363_01 wpd V SE4 4 a . . . Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 1 QED MPy� Tel. 413-786-0400 Fax 413-786-9927 PLANNING BOARD August 18, 2000 rQ x.CD Q r cn Mayor Richard A. Cohen rr' Town of Agawam 36 Main Street Agawam, Ma 01001 Dear Mayor Cohen: At its duly called meeting held on August 17, 2000, the Agawam Planning Board voted to approve the Site Plan entitled "The Agawam Public Library, Agawam, Massachusetts", prepared by Galliher Baier&Best and dated 7/21/00 with the condition that the comments contained in the August 9, 2000 memo from the Engineering Department be addressed. If you have any questions, please contact this office at 786-0400, extension 283. Sincerely, Dennis B. Hopkins, Acting Chairman AGAWAM PLANNING-BOARD DBH:prk cc: Engineering Dept. TowryClerk Fil TOWN OF AGAwAm hi 'R INTEROFFICE MEMORANDUM lip To: Planning Board CC: John P. Stone, Jim Glenn, File �� t r •,=� From: Engineering Date: August 9, 2000 �� 3 Subject: Site PIan - Agawam Public Library - 750 Cooper Street - SP 363 ( Per your request dated August 2, 2000 we have reviewed the pla a above referenced project entitled, " The Agawam Public Library, 750 Cooper Street, Agawam, MA, by Galliher Braier & Best, CR3, LLP. and Clark Engineering, dated July 21, 2000, scale 1"=20'." We have the following comments: 1. The information provided for the property lines should reference a survey plan. 2. The following permits will be required from the Department of Public Works; a Road Opening Permit, a Curb Cut Permit, and a Storm Drain Permit. In regards to the Storm Drain Permit, calculations need to be submitted for both pre and post conditions for the 2 year, 10 year, and 100 year storms. Calculations should be submitted for the proposed Ieaching gallery showing that is sized adequately to handle any increase in run-off. 3. The following note should be included on the plans, "Prior to any installation of any sewer, water or drainage lines,the contractor/owner shall contact the Town of Agawam's Engineering Division at(413) 786-0400 x 275. No piping/appurtenances will be installed or backfilled without the permission of the division. " 4. The proposed water services should be reviewed by the water department at a later date. 5. On Sheet L.2, existing sanitary sewer line in Cooper Street should be included on the plans. Also on Sheet L.0, there appears to be a sanitary sewer line drawn on the plan (near the front entrance of the proposed building). It is unclear if it is existing or proposed, this should be labeled. The existing sanitary sewer service should be included on the plans. A detail of a sanitary sewer trench in accordance with town specifications should be included on the plans. A copy of this detail can be provided by this division. 6. We recommend the sidewalk located northwest of the proposed handicap van spaces to be widened at least 1' to accomodate at least two feet of vehicle overhang. This will ensure a 4' width for pedestrians. We also recommend widening the sidewalk at least 1' near the four proposed parking spaces that are adjacent to the northeast corner of the existing building. 7. We expect that castings shown are site specific and are selected for best size. It should be noted that many items are not Town of Agawam standards, for replacement considerations etc. 8. It is unclear whether the existing 12".transite drain line in the rear of the existing building will be abandoned in place or removed offsite. If you have any questions, please do not hesitate to contact our division. Sincerely, Aames T. Daley, P. Uan anna Town Engineer Civil ngineer I haengineerlsiteplanlsp363 OI.wpd AGAWAM FIRE DEPARTMENT 800 MAIN STREET • AGAWANI, MA 01001 Q A: TELEPHONE (413) 786-0657 FAX (413) 786-1241 y David A. Pisano Chief of Department �o�p�RATEO Ay�1 Stephen iNt Martin Deputy Chief FIRES 8/3/00 PE: Site review Agawam Library Planning Board As with other projects in Agawam we require that the fire hydrant be located with in (100) feet of the Fire Dept. Connection. This Building will be sprinkled and have fire alarms. All alarm wiring will be in metal conduit or M.C. cable (armored cable). All systems will comply with 780 C.M.R. (Bid. Code) , 527 C.M.R. (Fire Code) and N.F.P.A. (10, 13, 72, 910). At this time I would like to recommend the ( on off) type sprinkler for wet systems. This type system is desirable in any library, museum,or archival institutions, it is designed to minimize water damage in the event of a release from a sprinkler head. This is achieved by each sprinkler head being able to open and close by its self as needed (heat activated). If you have any other questions please call. Fire Insp. M.Mercad to TOWN OF AGAWAM INTEROFFICE MEMORANDUM y pMa� To: Planning Board .R CC: John P. Stone, Jim Glenn, File From: Engineering Date: August 9, 2000 � V Subject: Site Plan - Agawam Public Library - 750 Cooper Street - SP 363 Per your request dated August 2, 2000 we have reviewed the plan e above referenced project entitled, " The Agawam Public Library, 750 Cooper Street, Agawam, MA, by Galliher Braier & Best, CR3, LLP. and Clark Engineering, dated July 21, 2000, scale 1"=20'." We have the following comments: 1. The information provided for the property lines should reference a survey plan. 2. The following permits will be required from the Department of Public Works; a Road Opening Permit, a Curb Cut Permit, and a Storm Drain Permit. In regards to the Storm Drain Permit, calculations need to be submitted for both pre and post conditions for the 2 year, 10 year, and 100 year storms. Calculations should be submitted for the proposed leaching gallery showing that is sized adequately to handle any increase in run-off. 3. The following note should be included on the plans, " Prior to any installation of any sewer,water or drainage lines,the contractor/owner shall contact the Town of Agawam's Engineering Division at(413) 786-0400 x 275. No piping/appurtenances will be installed or backfilled without the permission of the division. " 4. The proposed water services should be reviewed by the water department at a later date. 5. On Sheet L.2, existing sanitary sewer line in Cooper Street should be included on the plans. Also on Sheet L.0, there appears to be a sanitary sewer line drawn on the plan (near the front entrance of the proposed building). It is unclear if it is existing or proposed, this should be labeled. The existing sanitary sewer service should be included on the plans. A detail of a sanitary sewer trench in accordance with town specifications should be included on the plans. A copy of this detail can be provided by this division. 6. We recommend the sidewalk located northwest of the proposed handicap van spaces to be widened at least 1' to accomodate at least two feet of vehicle overhang. This will ensure a 4' width for pedestrians. We also recommend widening the sidewalk at least 1' near the four proposed parking spaces that are adjacent to the northeast corner of the existing building. 7. We expect that castings shown are site specific and are selected for best size. It should be noted that many items are not Town of Agawam standards, for replacement considerations etc. 8. It is unclear whether the existing 12" transite drain line in the rear of the existing building will be abandoned in place or removed offsite. If you have any questions, please do not hesitate to contact our division. Sincerely, J pa.e, T. Daley, P.E. Van 9�65 na Town Engineer Civil Engineer I haengineerlsiteplanlsp363_Ol.wpd MEMO To: Planning Board From: Sergeant Donald Gallerani .S Subject: Site Plan-Agawam Public Library-Cooper Street Date: August 11, 2000 On 08/11/00 I conducted a site survey for the Agawam Public Library. My findings are as follows: Roadway: Cooper Street in front of the library is approximately 30 feet wide from curb to curb. The eastbound lane is approximately 12 feet wide and the westbound lane is approximately 12 feet wide. The shoulder area on both sides of the roadway is approximately 2 %Z feet wide. This area is a No Passing Zone (Double solid lines) and the posted speed limit is 25 mph. Visibility: The visibility upon exiting the library is unobstructed and is approximately 1/10 of a mile in both directions. Lighting: There are existing lights on the property and the plans call for lighting also. There is a WMECO pole with a street light directly in front of the library and there is another WMECO pole with a street light on it located approximately 30 feet to the east. Traffic Controls: There are no traffic controls present. Sidewalks: There is a sidewalk located on the north side of Cooper Street which is on the same side as the library. School Zones: The High School is located right next door to the Library. Playgrounds: The High School is located right next door to the Library. Parking: The plan calls for 94 parking spaces. Four of these spaces are designated for Handicapped parking. This is in compliance with the Town Code for Handicapped Parking spaces. Traffic Unit Impact Estimates:None provided. Other: It is my opinion that people are going to park in the rotunda area where there are no designated parking spaces. "NO PARKING- FIRE LANE" signs should definitely be erected in this area and yellow markings should be put on the driveway to eliminate any parking here. re- �1 1� Town of Agawam '• •N 36 Main Street Agawam, Massachusetts 01001-1837 y 1 Ma 1 Tel. 413-786-0400 Fax 413-786-9927 MEMO T0: Building Inspector, DPW, Police Dept., Fire Dept. FROM: Planning Board DATE: August 2, 2000 SUBJECT. Site Plan- Agawam Public Library - Cooper Street Please review and comment on the attached Site Plan for the Agawam Public Library prior to the Board's August 17, 2000.meeting. Thank you. EPpal ��d!� pppRpy A CRC/DSD:prk •""� • • \'510 G SQ v� r H ' AGA AM FIRE DEPART ENT Q�v�Nr �O 93 800 MAIN STREET • AGAWA1v1, 1'IA 01001 .. TELEPHONE (413) 786-0657 FAY (413) 786-1241 y David A. Pisano Chief of Department �O�p�RATEO Stephen 1I. Martin Deputy Chief FIRES 8/3/00 RE: Site review Agawam Library Planning Board As with other projects in Agawam we require that the fire hydrant be located with in (100) feet of the Fire Dept. Connection. This Building will be sprinkled and have fire alarms. All alarm wiring will be in metal conduit or M.C. cable (armored cable). All systems will comply with 780 C.M.R. (Bid. Code) , 527 C.M.R. (Fire Code) and N.F.P.A. (10, 13, 72, 910). At this time I would like to recommend the ( on off) type sprinkler for wet systems. This type system is desirable in any library, museum, or archival institutions, it is designed to minimize water damage in the event of a release from a sprinkler head. This is achieved by each sprinkler head being able to open and close by its self as needed (heat activated). If you have any other questions please call. Fire Insp. M.Mercadante z o N Z � ' - n / / r / rn N r' " 9�3 �0�"Zo-� L S ! � 6 • Q Q�r1Rf4l11p/�1938rir�i o f ""►` 2 Ca !lNl1f1f11i111q u1\\ �! , ! U1 ! C 0 D • rn m rn Galliher 1E O LAND PLANNERS Architects and Inti LANDSCAPE ARCHITECTS Courtyard aIC� 10 Q O 571 HOPMEADOW STREET '�J O F SIMSBURY. CT 06070 Simsbury, Connecticut, 0 Q (860) 658-1988 FAX (860) 658-1217 � a Q tel: $60.658.7617 fax: 860.651.0$47 Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 y� Tel. 413-786-0400 Fax 413-786-9927 MEMO TO: Building Inspector, DPW, Police Dept., Fire Dept. FROM: Planning Board DATE: August 2, 2000 SUBJECT: Site Plan - Agawam Public Library - Cooper Street Please review and comment on the attached Site Plan for the Agawam Public Library prior to the Board's August 17, 2000.meeting. Thank you. CRC/DSD:prk Transmittl To: Date: 101 7,1 Z600 05/31100 R— « From: �I RE* 46u4w powc obgq-� ApPuwtw ra- srcE: ptm FiEMARKS: ❑ Urgent For your review [] Reply ASAP Please Comment 10 5 e2t6e Pam, IaOA-raf,--4. �(t6 AfRACA-ROJ wY PAq-MZ, MMAI-0 016 rk r. 0 2 TV% Galliher Baier and Best Architects and Planners The Courtyard 10 Simsbury,Connecticut 06070 ph 860.658.7617 fax 860.651.0847 E:UGB8-generall!xmtW.doc • i Transmittai To: bAAfl � � Date: 05/31/00 From: RE: IV*4*Lli awl REMARKS. ❑ Urgent i or your review Reply ASAP Please Comment eL R � �r Galliher Baier and Best Architects and Planners The Courtyard 10 Simsbury,Connecticut 06070 ph 860.658.7617 fax 860.651.0847 r A Town of Acrawam 16 NIIi13 -Street Agawam, Taj. 413-7 56-0400 Fa-4 313-7,36-99-i FAX COVER SKEET Fax Number (413) 786-9927 Originating Department: tP U h g g P Number of Pages Including Cover Sheet: Comments: Fax transmissions are solely for municipal purposes. Any personal or political use prohibited by law. co# JOBk LOG soxa � DOCUMENT# `I PAGE# � I� 7 kv ,�� ram-' j �. ::�•- � -9i��. '-y Wv^ - y AL _ ,� r, n�� 'l�` .�L`►F':�i�'�7Q�. ies}�__ �Ya�..:ti�_9 M� �=�n�.. � _ �" `` 1 � `y' - -_ _��' { _fir '�•��_• [��1I✓�� 1 _ 0 S D3•13 t 15„ W 1y� ;�:r © 586.56: 0 I 1 RELOCATE EXISTING TELEPHONE SERVICE AND 3 �� 3-3" SCHEDULE 40 PVC CONDUITS, TWO CONDUITS MEDIA ONE CABLE CONDUITS AND WIRES TO WITH 4 #500 KCMIL COPPER CONDUCTORS AND ONE ACCOMMODATE NEW A/C UNITS, PROVIDE NEW �� Q CONDUIT SPARE WITH PULL WIRE. RUN ALL CONDUITS CONDUITS AND WIRES AS REQUIRED, VERIFY O 30" BELOW GRADE. WITH TELEPHONE AND CABLE COMPANIES FOR s THE REQUIREMENTS. r� ::,•:::: CD -36 l!J w � � �J7 1 r t r • r 3.. o Q / Cn Im 0 t RELOCATE EXISTING 13.8 KV PRIMARY CONDUITS TO NEW PAD LOCATION, COORDINATE WITH WMECO. EXTEND THE CONDUfT(S) AS REQJIRED, VERIFY CONDITION IN FIELD. 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I 1 0 Q I I I 1 I 1 1 ; 16 j ® NEW METAL ROOF FLASHING I I 10 5 EXIST. GONGRETE O I I I 11 1 I i 10 I I I © EXIST. BRICK - 4- ------------------------ - ------- 2 I I I EXIST. WINDOW TO REMAIN � ---- - --- i---- ----�----�_ _i LuJ---- --- ------ I I lul f �----LuJ - -j Lul ---- 1 I I I NEW ALUM $ 6LA55 - ------- •- --------------- '-----------------------'------- ---------.. i 1 I I i j j j NEw H.M. DOOR H H I I 1 I 1 I ITypi i I YP j I I NEw BRIGK I f NEW PREGAST GONGRETE 3 PARTIAL ELEVATION - CLERESTORY 4 PARTIAL ELEVATION - CLERESTORY A3.2 %" - 1'-011 A3.2 y is - 1'-0" SOUTH SIDE EAST SIDE C � NEw wlNDows � WEST SIDE S I M. NEw SPANDREL GLAZ I N6 u V ® NEw METAL LOUVER PANEL a EXIST. METAL LOUVER Cd a O ❑ TO REMAIN I I PAINTED FYPON TRIM I 16 17 j 4 1D 4 j 11 { 4 i 4 j 10 2 4 ALUM. LETTERS FFE] El 1 1 1 1 I I I I I I I f i I j 1 TE-11 0[--- - --OF- iLD �� - I I j I T -— — --------------- _ —-—-—-—-—-—-—-—-—-—-—-—-— —-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-—-— Q i I ; 1 _I? j j 5 PARTIAL ELEVATION - PENTHOUSE NMI ' © o 0 0 ` 0 ! o 0 0 SOUTH SIDE E-+ ❑� ? LIFi ❑ ❑ ❑ ❑ ❑ ❑❑ FIRST FLOOR A — — — — — l F1 El I f 12 11 i _ � o , I 1 T CL I I 10 •- GROUNDFLOOR ----------4---------------------- I- ------------------_- ----T t---- ---- rl ' 1 �' -----�-- -- I-�--- ------------- -- �- �--- a 11 13 11 1 12 11 10 # �o •0 2 SOUTH ELEVATION c om w -o m � �o m 4.) ( m x i i i i i i i i I I j .i••+ � m r m Cj.G o I m ' 4 9 2 a I j j I 16 1 1 i , I i ! 12 5 j 15 10 4 ; e 6 1 7 I I � I I I I NEW T/MASONRY zo EXfST._T/GONG._—_ _ DRAWN BYE I I I DATE: JUNE 5, 2000 O O O i i 0 0 I O SCALE: NUMBER: 9605 ----- _ -_ __- _---- - ------------- - --- u,.. - -- _ --------- EXIST. 1ST. FLOOR FIRST L-------------------_- ------ FLOOR Ll❑ ❑ i i 1I 1I I ---7------ --- ------ - - - I I ------------ ---- ------ ------ - ---- -- ------------- -- 7---------I!i -------------------------EXIST. GROUND L00R-- r r I i I ------ --------- --- 15 7 15 7 I GROUND _--_- --_ ----- -------- + ---- ---- ---- —_-- ---- _---__4 -___--- -- FLOOR 11 1 10 13 12 9 I I I NEW EXISTING EXISTING I NEW EAST ELEVATION o A3.2 %e" - 1'-0" � ___------------�------------ �4 ANTONIA P. LIQUORI A T.B.M. --------------------------------�---L--��-� --Side d�9 Dist Res;� ~~�� -------____-_--------___�- BooK 10742 PAGE 327 N OF TOP SPINDLE HYDRANT - -- yard setback line�� A; ��~� PLAN BOOK 312 PAGE 44 P�qN BOoK 43 ELEVATION = 166.19 --------------------------------------------------- 5 ) - - - -- -- - � - � - - - - `- �4 �` �E 33 TOWN OF AGAWAM DATUM {N.G.V.D.) ------------ �Jft ma ANTONIA E. LIQUORI -169- - --- __------------- ------- ----- - - _ _ _ _-_--____- ,�_-- --�-- -- --------- _ - -�`- _ _ - _ S ------- ` ` -`'` - _ -- _ - 03'73' W BOOK 9084 PAGE 252 - - - -- ---_--~------- ~~ ~~- _ - I5 PLAN BOOK 96 PAGE 39 /� - w - - - - - - -� - ..- - - - - -- - �-- �. - � - - _ � - �'//'/`/''' - - - �. - - � _ -1�-� `� \ � �� Q1 - -170- - -___- - 5 �? s \ / __-----171---- ------------ - - - - _ - -_-- -� / / /��_ - - --, --__-_- _ _ ( �+r IN, - -- ----- '----------- ��'� �'� 7 1- b \ \ \`\ '` - Ara - n rlJ �` - `�~ �-�J �, / \ \ __ ------------ - - - - -� v �' �2bi -- -- --� -- -- - _ r / i # 1! 1 e \ \ - -- - _G I I S- u PROTECT EXT5T. E �� r' _ -------------------- --_-' II� -� rr 1 I - - - - TO REMAIN r `c ____-----173--- -------------------------- ___ �' - i �6 _ _ - - - - 12 pruce ' -~~ 4 ee -- 16 4--------------------------------- 7 � � 1 PROlC�TT`: REMOy�/�,,EXIST. 0 rut\e `,TREES REMAIN. �17)S-0 G'. KALK - - - - - -17 5--- --- --. -- - - - - - - - - - -- // i �, - 1 OLEA ,4 )$ROB,- � � � _ 1�SX15TIN0\T;ME _ ` 4„Tree 1 -- _ --_16 ---- 1 REMO'Y !.4 � b!� 8 1 e �- \ \ �� \ EX15T. GU 1 w --------176- - - - _.._ -- - - - - - --- - -- - - � _ _ _ � � - _ ` _� � � _^^^_____------��^-~- \`. _-'"GCR d 9 ru s --t- - 7)S\ \ �4"Tree 168.0 -----177-----------------------------_--_ .- BITG K _ _ _ REMO E ST. ---__--_ ___ - EXISTIt`IG RU$ - � `- \ x `\ \ -____------178---------------------------- tA w _ _- -1 \ 1 CLEAR � C�R1;JE3 \ \\ `\, �, \ 1 T :� EXISTING SHRUBS Shru \ �\ 1 D.M.H.#2 _ L' 4 Tree 179 � ------- - - --- _ - - t. v n r �� -- \ Shrub o EXISTtN6 TREE\ a -180- -- - - - - - - - - - � - - - - yy yyy y �\� \�M� \\�♦ o - - - - � - ( 5 NS _ -- - ----- 181 ---------------------- ---------____ --- ---------- n cn O 1� \ \\` \ 1 e I \• ---183 ---------------------- ------------- .� GCAR : 6RU.B --184-----------_ __----- - L EXISTING SHRUBS y \ \\ •. t A 8 ` ---- -- D.M.H.#1 -- - f 1 tb b y� \ 1GLEAR GR \ `\ I 3. 9 e o ECISTING \TREE-185 ---------± - - O _-____----186--- ----- - _ ----_ g - REMOVE EX15'r. `\ w ~ _____ ® - N -Z7 TRANSITS --- 8„ C� _ � --0� ��2"`�`-- v r 4„Crab. `BI7COG. YVALf�� `\ _ c -�a -2---- ------187 - `r--- --�-~ �S_M.H.#1 -�=� _ -- A rE ~'``. i \ \ \ '� \` tel Vie, electric, & a � 5 rl `�- y4 y \. \�\ \ \\. �\ ndergrOUnd 2 e 'o rn W i e 186.54e ,/ 187.91 tc _ `C, `. �� `� S P - --_--_ \ \ Q 187.40ep C.B.#5 1 r `\ `, \ \� �� REMOVE N. EXIST, - . V. \\� ' \ `� 6 Map. 1 +___--____-- _-` �' - CONCRETE kVALK \ \y �� \` \\ 10'Ash +�. hr CErpsR GRUB \ 7 S.M.H.#2 'qNs i d RE1�fOVE.EXIST:. \ y \ \\ EXISTII�b TREES-18 ----.....---188---- \ � �/,� 187.52tc ,' �, ` , `/ \ Bench LT y \ \\ ---- `77 Y-/d 187.37ep r ,\ \ 8'GC��,� � OR REM , a $ cl \ REMOVE EXIST. `. 6 � M \` IST1N23`STQRL'I_UTILTIlrS � \� ao Fj o 4 182 47 (n 00NGRETEVNALK -- / c , 188.�'8 � -� - � - � x 1 F 183 85 F F 183 86 x Conc wa�k_ o \ SAL�AGE REMO EXIST. Fla die Shrub °p 12.74 y 9P \\ FLAGrp\�L�j{�LE _ - _ BITG G. WAL `� a vv»188 f �� +\\ \\` ��+`` `�� `,�- "� h\ �q,� i ... ........... ....'.. .. -..-...-..-,...-.-...-...-........... .....-.... - \ y,p \\FOR REUS� `�\ - �- \ O� •� C -- +--- y REMOVE X15T. 7 \, e \ nch ITGONG. LK se \`\ \� -`-' fi 188.32 _ - EXISTa46 SHRUB'5.Shru SIGNS �\ C.B.#4 w . �, ` 17 - n -. � ryc CLEAR 4-.-SRUB \ elect e o .\ �' CLeAR d GRUEL - o a Und ground 8992 --_�`+ \\ - L_rZ -LT EXISTINtS SHRUBS _ -,4rr ree j J cn ® a er - 4b EXISTING SHRUBS 'IN �' / `•, \ f�� C.B. R#=MOVE EXIST.DRAENA6i'_-___ 8,� 1 0 @-- -" E 186.70 `�\ oK r r8 i SWALE',`GB, GU _ �� 1 n `_ •� O , \ \ r 2 _ 1 I • -- 1 °° \ h ru b I T POTECT EXIST. T�1�'E-F +� O / �9 \ / �` �� ` \ 82.9 183.4 t`�� s 3 _ TafZEMAIN + -178- -- _ ... . .. .. \ O o ;2" GLEA ,d GRUB - r82� T.B.M. �\_ <v�`\ Shrubs Shrubs `� `C. EXIS7ING`SHRUS „ e 1 FF 11 -- 183.64 Shrub 4 red- 4"Tr ` 2 Wat se r w v DISK AT FLAGPOLE AT MAIN � �9 � =---- 183 6 8 ,o _�8 ` D.M .#�3 ' . w \ Ci ENTRANCE TO HIGH SCHOOL AGAWAM HIGH SCHOOL ,.moo '90 ��s _ '��_ \'`--- b - 34,2 "Crab.SAWGUT .71 w- 4 __"' ` - w -\ �� 17 --$- p v °° 9 N A 7y ® m TOWN OF AGAWAM �9s '" � � '` '` '� �- 4"cra w Shrub - - `- c. 1 '. � � -. wJ ii ELEVATION = 196.19 _____ 191 -- \ _ 1 -__Y-- --'"`�� - N _S.M.H.#4 ',;�~ •c' r TOWN OF AGAWAM DATUM (N.G.V.D.) \ -- `�GEAN 8 V. 1 c � r9� � `. `..� ~ g ' -1�X#5Tf CBS 3 Gas servi `� g '� -�__`� g '\ '� o� ° M. y � � � r 3" Gas service g 791,�sstc \\ _g g - _5.M.H.#3 9"----- _ _ g 9 N. �o� �� D.M.H.#4 S. #5 0� 0 >p o ep - `ram S UT wa3k 82.66 \ . o ti C.B.#� \ - `�89 --- 1 e - --+87 - ,� - 154.22 E3it�,conc. 1\8 .99 1190,99t _ •- p � �o %ga.�9ep 189.17tc \- 187.77tc 186.09 \ 184.67tc y 182.77tc `\` - 19 1 y 188.98ep \L 187.57ep `� 184.45ep y 182.62ep \\ --` d m E y I \ \C.B.#g \\ --_____- t.- 192.88 2`\� I PRO�GT EXIST. BS ! PROTECT EX15T. 5 �� `� ,�� J� C.B.#10 Pw 2 ` TO MAIN ' TO REMAIN mod, �� \ - •\ O f `9p tip cPj N ` � v I \ LU Lu Lu 189.74 \` 188.43 \\\ �\ 186.56 y 184.85 y �`�, i82 63 w a CA CA o a \ V c3 ■ O d Q - 0 0 `\ Z Z = vmio Q Q n o n Co \- +-- r 00 DATE: 05/23/00 SCALE: 1"=20'-0" NUMBER: g60I q.00 SITE PREPARATION R Q .` ti° v PRELIMINARY LsPol Zoning ANTONIA P. LIQUORI M ERIDIq T.B.M. ~ 9 District Rosidenc � BOOK 10742 PAGE 327 N OF p�qN TOP SPINDLE HYDRANT Side yard setback lino A;2 ~'��4 PLAN BOOK 312 PAGE 44 8000< 4,3 P ELEVATION = 166.19 05 ) ~~�� qGE 33 TOWN OF AGAWAM DATUM (N.G.V.D.) LT ANTONIA E. LiQUORI � 7 5 � ~ ~� ` ~ �i~�� 5 03l131 BOOK 9084 PAGE 252 ftuftm �� Wmftmuftft �� PLAN BOOK 96 PAGE 39 4" P I NTE AHI LT 586.56' D S LINE , TYPI AL 33 PAC ® q' 18' M LT �� 9 +- LT - L.4 rea o ubs 16 PAGE ® Q' 18' MI • 4" AIN AHI LT pru LI E5, 10 • A MA GH I T. 0 1 A m • 12 Spruce 4"T ee 4 I TH ( 16 AGE ® 9'x 8' MIN = 144.01 L.4 • Ce 1 Z L.4 1 END O O O l L.4 CURB 1 0 III C R 4 TYPE B LA LT ® i0 � 1 L.4 TYPE B 1 � � � � L.4 �. O S w ® 0 L.4 INTER � U o A B 0 ® LT ® e �Q�� t L 4 L.4 1 L9 t9 3 1 d �7l 9 A.C. L.4 A.C. LT 24.00, LA A �1 OSS K 1 18.0' LT L.4 L.4 rn - R rjiN,L.4 SI N a► L.4 TYP. 1 ®LT 5.5' R ST P" 1 16 SPA ES ® 'xl8' IN. = 144. .. CiUD ® LT® 1 D.M.H.#2 L.LA TYPE G 2 3 1 LT _ A L.4 60.0' LA L.4 L.4 E.T.ET TYP. a, �+ R I 1 2 A B SIGIN a' 1� i : i 24.0' #1 LT TYP. LA LA LA 3 11. o rn __ LA 4 0 13 SPAGES l'x ' M I N., f PAG ®12' 18' + 'x l8' ISLE = 152 0' R LT Id C #.� o I O' 4" AIN D ITE ® 3 IG 10 L! 5, L.4 .. � R L.4 t TYPED g g n (3) --�- LT A ® 3 2 �i,�j RISERS L.4 .. 1 C) 1 ' TRA�fS1TE �- r 5 LT LA LA BIKE � D D D LT� : a a 12' g" V.C•._---- f�Y S.M.H.#1 �2 �ANS1 RACK 1 ND �l r '�►� -`T 4" PAINTED L S LT L. GU CIO V. ® HG SYMBO <fS'F. Flr, 6'OLE T4 i:-31r.: 1 C. TYP. OF 4 RELOCATED.. GON5TRUG.T 1 LT BASE TO M;4TGH ORit lht,4li C �4/yN D D L.4 S Iv54� d2' ... TYP. OF 3 L.4 .. _ .. .. . : LT � 4 ... .. .. s 51GN "�IG- 6 x 183 85 F.F....... 6 x. VAN ONLY" L.4 �. : d 2 00 Q' 5 _ D D 13 `17 5'R 8 qT�yZ �O 0 T - d e 2. O' fl k FIRE V ICE D 2 v d e}ectric e L.4 L.4 O g kG �ndergroun aCIO DO ° LT k. Q LT C n �`� -_ L.4 B. 8 BENG 5 D 1 - 1 •d E Al LT (TYP. O� ° °b L.4 F. C]O b 8 (4) ERS _. .. .. .. r`Ja 4" ree • D H (EXI ,T. p o 0 T.B.M. ��v/ Shrubs Shrubs 5.00 ` 4"Tre 4"Tree " at ser ' 1 w o DISK AT FLAGPOLE AT MAIN L.4 b.s' A � � � D.M .#3 • w i 2 � � � � ENTRANCE TO HIGH SCHOOL AGAWAM HIGH SCHOOL O err L•4 w v O S �b 4"Cra w, w 'Shrub ELEVATION = 196.19 TOWN OF AGAWAM O w �, S.M.H.#4 1 c w L.4 4 MATCH 8 V.C. S C. -- -- C TOWN OF AGAWAM DATUM (N.G.V.D.) S L 15TIN6 3" Gas servi 1 L o ti 3" Gas service O 9 9 �`�� g D D.M.H.#4 �1 A S.M.H.#5 c U � CRO55WALK 5.00' �' Bit. cont. wa S 0 (2' SOLID Bail 3 e e e e �� . � b GENERAL NOTES LAYOUT: .o' I' APART, TYP) ' .0 0.00 I. PRIOR TO ANY CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL ESTABLISH ADEQUATE LAYOUT INFORMATION 1 A � � � mom FOR PROPOSED WORK TO ALLOW FOR THE EVALUATION OF ITS RELATIONSHIP TO EXISTING 51TE FEATURES AND ! L 4 C.B•#9 = ME VEGETATION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE IF ANY SURVEY INFORMATION IS C.B.#1 C INCORRECT. IF REQUIRED, FIELD MODIFICATIONS AS AUTHORIZED BY THE OWNER'S REPRESENTATIVE SHALL BE MADE TO ° SAYE EXISTING 51TE FEATURES OR VEGETATION. N � PAINTED o CROSSWALK n 2. SITE LAYOUT 4 PROPOSED GRADES ARE TO BE STAKED IN THE FIELD AND APPROVED BY THE OWNER'S o It D REPRESENTATIVE PRIOR TO THE BEGINNING OF CONSTRUCTION OPERATIONS. 1 0 W 2 o 3. THE CONTRACTOR 15 RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE CONTRACT LIMIT LINE DUE TO �] � x CONSTRUCTION OPERATIONS. � 6.00' a 4. THE CONTRACTOR 15 RESPONSIBLE FOR LOGATIN6 ALL UTILITIES IN THE FIELD BEFORE BE6INNIN6 ANY EXCAVATION. J a W40 GALL 48 HOURS IN ADVANCE FROM ANYWHERE IN THE STATE OF CONNECTICUT, "GALL BEFORE YOU DIG": U 0 0 a O I-800-q22-4455. a a J J ,nin ... 5. THE CONTRACTOR SHALL MAINTAIN ACCESS TO FIRE HYDRANTS AT ALL TIMES. 6. THE CONTRACTOR SHALL COMPLY WITH ALL STATE, LOCAL AND FEDERAL REGULATIONS. 1. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR OTHERS TO ALL BUILOIN65 AT ALL TIMES. DATE: 05/25/00 SCALE: 1"=20'-0" 8. TREE PROTECTION AND FENCING SHALL BE INSTALLED AND MAINTAINED IN PLACE DURING CONSTRUCTION OPERATIONS. IT SHALL BE REMOVED ONLY WHEN CONSTRUCTION OPERATIONS ARE COMPLETE. NUMBER: g601Q.00 a. CHIP SEAL THI5 BITUMINOUS CONCRETE PAVING TO MATCH SURFACE OF DETAIL A/L.4.1 SITE PLAN o --------- �� ANTONIA P. LIQUORI -- T.B.M. 167----------------------------------- --------- --�--~ r6��.��------------1Q-15° C.P.E.P-5 0 2.0 OK 10742M�AGE 327 112'-18" G.P.E. -S ® 1.2595 �`ERIDIgN OF PLq TOP SP NDLE HYDRANT STORI-ER INFILTRATION SYSTEM _ _ - - - - ;bq i~�_• `I5�� _ .F�EP=S ®` d 3� V .42 44 G B N ,B��C 43 ,o ELEVATION 166.1 9 _ 016�F FrX' GONG. GALL�YS`, �iVY -- NZ-' Z' � 4 bf�lV.=Ib5.47 T.F=111.70 'AGE 33 TOWN OF AGAWAM DATUM (N.G.V.D.) -ELEV. o BOTTOM OF GALLEY5=166.50 TO GRATE ~'~�� `� c INS-165.22 , INV-163.62 - -- --- - - --- --- ------ M.H.f F.=167.63 - OU SET STRU��URE �� --______---- --- - - - TGH EXIST. 69_ 164 68 � UORI -1 _ - - -- -- -- 7 ---� �T:i�.��7.ZT0- _ - _ - S a4cINV MA _ -- �9 '• -� 03•�3��5�, BOOK 9084 PAG�.5252 bINV.=161,15 <:, PLAN BOOK 96 P1,6.611 28'-16" G.P.E.P-S - -170- �110 - - --- /� - 'T5 ` 174 - - -- I68 Y z 586 56, �� aINV.=164.96 ® 1.50Jb 41 s - --------- --- - - - - - . - --_ _ �� b cINV.=162.98 �� p --- - - - - -- ---- -- MANHOLE.-F ND G V_ER l-I _ Ir _-_------171--- 171 175 G.B. BL. GRATE MTHAISERS TO GRADE / / ----- - 17 - _ \ _ - Y - _-_ - 70 _ _ -_` _ -- -- - .SE}--_ __ `� f��' ��' 7$.18t _` 76.92tb \` -__ _ - _ - rea_o - 17j_ �� - `_ - Q4'=18�C�P.E -------17 -~_ - - - ----- 1NV.=1"71.7 - - YY J - ,/ 11� 177.90 p i 6.61ep \ \ _- - --- \ - ® 1.5o5Y� - - - 65 ' ^_ -------"-------- --- - - �+ _ �_ �✓ � rl --__-_- ---- - - _w 5~12'� P .P_G F.=1�',8.63 fi` [ _ - - - _ - u e 4' ee _•___ - �, I( J� I? ® .005K _ - Y --_ aAla/: 7�.-2 {, t" ';/ 1NV.=1�,3.20 j /} -- - - �} - - - - -_-16 - _ _ i _ _ __ J t 17 1 178 ` 17 tb E `� , J 177.2Qtb ! - - - - � � G.B. 4 4 - - - ---- ----G$.----�� - y b 17 . c - / =165.10 T.F.=f78.50 INV.=173.00 �� a A Cr � � i9 1 - -17 - - - - - - - - - - I N1X.-170.50 T.F. Cf1�.56W _BO , nth -Fie -' ,'�� 1,7 17g aep 1 6.7 \ -- b w 1�6- 7.4 ----17 - -._ - - - - - - INV 171.50 179 G.P.E.P-5 1 1�18 49-- _ ._ } 7.a � 6� � F �� `` -- - INV.=L�i 50 ® 3.43 �~\`J 8.28 1 7 \ 180 ,` I 78 - �72 �� 6 - - - �� 168.0 _ -_ - - ^ ^ , _ 9 A.C. yl. - 'P 68 d `\ \'I ao 00 � 2` ---------------- 19 - _ __-___- __- ---_ r ,- �l � 78.3 --- 173.75 `- ��` >> B=1 9.00 0 °' \�� 177.0 17-1.0 177.0 a - 23e t r _--- �- ISO -___ 3.00 a 17g9 cN in 179 tI\ ---_7 ----- 178---- ____ - --__ � D.M.H.#2 _a - 20'-12 ESP _ a -�_ �, , 3 1 ` `� a�� -- - -- ------ - ------ _ - ® I.00� t I F�F: 178:59 i7�:5.2 � �INV.=I6s.5o � E.T. ( LUSij. o (FLiJJ . \ `s27'-S�" aP cr MODI ti3 \ , o N M.H. Ia4 - _ , 4 STRUGTUR 200-15 G.P.E.P.-S q�0 / �� s _ 151.5 181.2 l � T.F.=17a.55 PAD = ' q �. 2 NEW TF r72 80 � aINV.=I74. 180.b / 1 NEW INV.=+b7.80 l�•2a p 1`I�. - M.H. __ --- ---- - ® t14V.=168.08 .-40.8 f 18 .40 �� r `� `� �� m 172.99 ---- - - -- - ---- ---- _ _ .: n o a�blL�/= TGHXIST. 1 Q , \ P } cINV -175.50 s �ISO.S r _ _ e 2 • 182 � � w , � ... . 8 10 ��P.E.P S � `!i i 8 p �` 0 181.1 182 1. tbTG W.11 .$ ► �1 �\ \ 5,7355 \ y'`S/ ` 4.34t '.\1 C) 181.85 1.4 �/ ;74.34tb - 'f73.4 tb � 0 ------- -186------- ------ _ z-183 - _ 151.55 ® , p A \` \ �` 7> s - N 12" TRANSITE- _ -- 8 - 5 - `~�2•�--___ _ - S 152.02 O / o m y43 \ \\ 0�\ m AS3 fb _-- ------$------187 - - ~-��-- 186 IS S.M.H.##�1 �ANSlT (5 RISERS E \ \ `\ `. / ep EX'GAVATE GAREnjil � Ill '�� -- E 1 ` - w 186.93tc _ .- THIS AREA TO PROTECT - �`y48„ '�` `� �` .' �� \ `� `� `� ` - a'm p i 187.91tc -`1lZCISTlNG UTILITIES.----- Cz~�� `tfl '=1 �P� -5 �` i 1 .57t o� �\ \ o 186.54e 187.40ep \ , 8 \ `� ` ! , ® TG 182.E c -1 -187 ---___ --188---- ,S M.H.#2 _� 1�� _ ,i`;-__ -_ �� \ 1'� \ _ \�177.0 - D. le, 0 M.H. i { # I_76. MEET 16 �f 187.52t , �, �� 8"- � a �� by NV.-f6 SH) �\ - _ !`.=f76.40 �>>6 a� L 187.37ep T.F.-18�.50 1 8 �`. `� V� _ 18 18 .4 `ti �� \ 17 176.85 INV�e172.50 , OF VE N ,� i INV.= ATGH EXIST. $ �'8 4 T35 8' E F -183 86 x ��\ a T1'pIG x XGAV'SA_TE G,AI�ULLY`EN_\ �� 8 �; T 3 - a THIr� AREA-FQ PR67TECT !8 17 LUSf�1� 1�2.74 1 ._ EX13TNCG UTILITIM. . ..... .. ... ... . . .. - 77 �/ 1 ---- __ __ 18 _ _ _ - _ 188.32 TY� RIM �\ ,`, ` .\ � � - n s .'� round e -,�; W lec{rice � s _ BW 182.5 ``�\ %5 - 8 C11)N �78 _ O 5 IG _v a _ Under .92 '"_ `~ -~'- /� . ww� - -;- .: : - ,i-"�� 00 00 `. `. _ �-�,y ~f j� rti' T5 185.44 00 - _ - - - --.. - �' + T �� \`� \� 17 -.�'"f `��, ` p n �� cr f~'� .B. 8o�-- -- .� 186.70 �0�0 /` TS SS-13° ��215E , ��' 6 'CIL SOPI-35 � _ II �� c� � 1� • ,�9 s i8 I84 .. F. 18185 2 �Q - I o 00 q _ � � n LtJSi'i -� �8/ (MEN_ GRADE=�.00i) 11� m W (4 5 ,� cc /l _ p 4 ree • �_ _ O o -178 / �\LQ �\ \ \ `M.H. �� 182.9 _�__ �` '/ � \ yr IS �� _ �\ ' - -- r $ o T.B.M. \� I 77 ^ Shrubs Shrubs ' / , �C 1 \ e AVA 183.64 4 , _ ser w � � I ERA NV•" 8.4 _ � 4"Trey- 4"Tree � 2" Wat v DISK AT FLAGPOLE AT MAIN 5 .S�RE - 183 6 YD ;' 1a2. �/ -18 `-__p.M #3 "' AGAWAM HIGH SCHOOL g° TG 1�1 . - - 4 � w `" �1 ENTRANCE TO HIGH SCHOOL �� - �� E ING3.�" 1 _'--- 8 w TOWN OF AGAWAM o s > - Lb Crab. _ w m ELEVATION = 196.19 9 ---- - �- �`.� ��e ,\ 4 Cra -_w - - -w � Shrub '� S.M.H.#4 - C. `. . . � 1 `° �, � � � c .x•. `-185- �' 8" V.C. -__ 5 C. -- C, C TOWN OF AGAWAM DATUM (N.G.V.D.) �s - 3" Gas sere' '`_ �` 3" Gas service 19 r 3s \ --- - - 9 9 9 -�_• 9 ' •- 9 �2S t� `�� ^, e D.M.H. 5.M1.#5 c� AV o ep 1 O /S ` /8 �- /8 0 $ _ _ 184.22 131 �cone. walk 1�2.99 \ `�� 1 ' =4 �+ao C.B.#3 - 18 - e-' '� e - _ e \ �� - e r •- 0 m 09 79etc `1a9.17tc `~� z 187.77tc t 4 184.67tc ti 182.77tc `�` 0 �7 �y P 188.98ep 187.57ep �� \ C.B. 184.45ep 182.62ep .\ �_----__J�1 m 192.88 � ,19 �2 J r C.B. 0 -. 1 'ti CJ j 83 c�a t o CD Ln uj Lu "� \ III 189.74 �` 188.43 �\ `� �6.56 184.85 1 �` vs V v~i n x �- Z 00 .0 i Q w i d i of h C; ca a Q og � J In ;A C 1 A � � N 00 DATE: 05/23/00 SCALE: 1"=20'-O" NUMBER: g601111 S.M.H.#1 S.M.H.#4 D.M.H.#2 C.B.#1 C.B.#4 C.B.#7 RIM=184.51 RIM=184.13 RIM=169.11 RIM=179.48 RIM=182.92 RIM=173.14 INV. IN 8" V.C.=177.59 INV. IN 8" V.C.=174.89 INV, IN 8" R.C.P.=175.25 INV- IN 10" TRANSITE=179.62 INV. IN/OUT 18" R.C.P.=167.14 INV. OUT 8" V.C.=177.57 INV. OUT 8" V.C.=174.78 D.M.H.#3 INV. OUT 10" TRANSITE=175.14 INV. OUT 12" TRANSITE=179.57 RIM=183.15 C.B.#8 SITE S.M.H.#2 S-M-H.#5 INV. IN 12" V.C.=176.05 C.B.#2 C.B.#5 RIM=181.97 GRADING F2 RIM=184.27 RIM=179.94 INV, IN 12" V.C.=179.00 RIM=177.24 RIM=181.66 INV. IN 6" TRANSITE=178.77 INV. IN 8" V.C.=177.37 INV, IN 8" V.C.=174.36 INV. OUT 12" V.C.=175.90 INV. IN 10" TRANSITE=172.70 INV. IN 12" TRANSITE=176.96 INV. OUT 12" V.C.=176.67 UTILITIES INV. OUT 8" V.C.=177.27 INV. OUT 10"f V.C.=169.27 INV. IN 15" R.C.P.=172.73 INV. IN 12" TRANSITE=177.86 D.M.H.#4 INV. OUT 15" R.C.P.=172.48 INV. OUT 15" R.C.P.=176.21 C.B.#9 S.M.H.#3 D.M.H.#1 RIM=179.74 RIM=184.33 RIM=186.31 RIM=183.56 INV. IN 12" V.C.=172.10 C.B.#3 C.B.#6 INV. IN 10" V.C.=181.13 INV. IN 8" V.C.=175.91 INV. IN 12" TRANSITE=179.26 INV. IN 12" R.C.P.=173.67 RIM=191.22 RIM=175.87 INV. IN 10" V.C.=180.93 INV. IN 8" V.C.=176.89 INV. OUT 12" TRANSITE=179.16 INV. OUT 12" R.C.P.=172.09 INV. IN 8" R.C.P.=187.82 INV. IN 8" TRANSITE=169.87 INV. OUT 12" V.C.=180.53 INV. IN 8" V.C.=180.64 INV. IN 8" R.C.P.=187.87 INV. IN 15" R.C.P.=169.00 INV. OUT 8"V.C.=175.89 INV. OUT 10" TRANSITE=187.72 INV. OUT 18" R.C.P.=168.77 C.B.#10 RIM=180.94 INV. OUT 12" R.C.P.=175.64 L . ------ ---- ANTONIA P. LIQUORS T.B.M. MERIDIAN _-______-_ ------------------ o . % ______--------- BOOK 10742 PAGE 327 of PL�I!V Boo ELEVATION 166RgNT xx PLAN BOOK 312 PAGE 44 K 43 PA 33 TOWN OF AGAWAM DATUM (N.G.V.D.) ANTON�A E. LIQUORI o _ _ - 0313 �5„ BOOK 9084 PAGE 252 XX - - - - f s - --- ---- _ _ - ' x W�� PLAN BOOK 96 PAGE 39 AB xx M CD - -1 70 Y , --- --- - - - // / •5 ' D /� rnrn --\ ASC _ __ ----_ -------- ---------- - - _ _ - ,�' 8.1 `� \\ - XX -- 8� rea o _ : - - �r� _ � - eo ---- -- - - ✓ / / 117, 1 76.92 \ - _ --- - �� O ____----1- -�-•' 1_ J 1 i it X 6. p AB \ _ - - _-_ _-- __ - _ 1� - -165 - - 2- _ 4 ru - _____ ---173:. - -- ------ - - J _ - i/ 3prate 4 ee _�--- - fo Po '8 _ ___--___ ---- -' ------ Y - f ' / ,` t - 177.2atb 1 \ _ �\ ca 3 I 176.48eb I ` B ` - __ --'1'74 __ -_ J - y 9 177.28ep \ p m 176.72ep _ AS \ 1 \ co N __r Nl \7 p6 - 4�., - .• •.�� . �:�.;.. ` _ •�. 's. .. `\`y - � �' - �� ` \ `\` 177.70tb �. 1t CF _ \ \ 167.4 AW1V• - 177. Sep {: �`� b C - - -•- - - - - - - �.' :, `\ �;.;� `. _ 177.0 1 �C \ \ �� - \ N769 JrA 00 co ------------------- - - _ _ -_ -- � f °�\ � APD _ 9 A.C. - ,A.C.- - '8 \�.\ �7fS3 .� `� `� NI _LAWN - - �. c� % 3e f 7 _ - _ _ __� _ f _-1�8. _ _ 3 - -� „ f ' , \ \ \ \ 1 o D.M.H.#2 CD ul l �• :� 1� - - - - ` - --- - - - _ / , „ 1� S` ♦\ j f, ' - _ - - 3 -- �� i w , \ \ y \ C.B 73:20tb� 17� �q PO �'' 1� \y \\ , �. :.\� 1�2.99ep r �J r CL r y \� , t 1 ---_ --184________________ ___ - ' \ \ �Fb ''fin \ \ -- -- oho o , tb / / 5 .. �, \\ � \ \\ \\ `\ \` ]7�.89ep J'.,\172:9 ep 0 -• - - - - - - - - � ' x /' 1 ep ', \\ \i.74.34#b �Z�.4 tb 1 41 TRANSI�E- -- _ � �2,f- o rn \� \ \ p\\ ♦ 1� Q tb - v_- 12" -- ----- 7 ----- Y -.T'4 L - 1/ d i ' \ S3P� i \ LA CD 186.93tC �� : 1\ 00 00 \� \ \�\ �\ �\ �m 186.54e 187.91 tc - p �. 1$7.40ep -------__ V C �.�� ® 2.2.52tp " - \\ \\ �\ \ `` \\ \\. J�$ 1` \ �� ~LAWN _ �` 1 1 3.3 \� \ �' '0 1 / LAWN �� \ \ \ \ r + \ �$-� S.M.H.# g ... - Dx1_ cot - ' `t \ o \ \\ �� - o 187.52tc 187.37ep i 188 �`\ - 'C " ~ ++r++++ o 182.47 ti} \ LAWN• J i • +' + + + 183.85 F.F.--�183 86 x r \\ x .' / . \ 1 +++'+' - 1182-74 13 OD 42 188.32 e 1 �x * \ \ ` �� -176' n • M IN n�ergraund e4ectric e ��g9 - �``___-- - LAWN N `_�„ ee �•. 1 p p Lk U - r. OD 0 - . f fLA IN 186.70 �� , ..y. T8 ?29r189 .43 �p O ' / 79 �� AC � h rJ ,Q i. r y. `r mop 41 �� L' = . 1 sz.9 i'� r �• \' ' _ r „ _ y 80 rep -77 i) k.,vw T.B.M. \�_ .`,,\ w y�:\ 1 1 00 Shrubs 183.64 Shrubs 4y r��_ �C # \per C: 1 w 7 0 DISK AT FLAGPOLE AT MAIN / v _ _ _ - �-, �d 4"Tree ' 2" .-w t� _ --- 183 6 `- AGAWAM HIGH SCHOOL -sue , .,`? �; . �� -�- -1$3�atg ---- , �. w . , co Z. ENTRANCE To HIGH SCHOOL '90 �� .�-_ b - . Erab, w w.' 4WN - _ �~ ,� 179-- O ii ELEVATION = 196.19 TOWN OF AGAWAM Q. '~ " � 4 Cra •z - w LAWN Shrub - ' C.` '�� \ ~� - r c ---- \ \\ `, ___-- `�•: T--- -- - - - - - w 18 �• 8" V.C.�`�. S.M.H:#4 . ,, \' 1 .-- s� c TOWN OF AGAWAM DATUM (N.G.V.D.) ,, - . 5 '-- _ . s C.`-�` -- 1 �9, \ �L� s - �� 3,;Gas se vi - o _ ` O 1+ 3" Gas service 7g '3S \ g= - _ _ g . 9 --- S.M.H 5 �C� 72S t� L �- . \ \ �o Fj� D.M.H.#4 # 0� �. _1° eo 7� _ 184.12 1 C.B. 3 . • .. .. - - - .` a - 184.2 Bi1;'r-cone.- walk 1� .99 \ � 1 g e- e e e \ � �� C a PLANT LIST `\ 7g� __ . 78ci � \ AS0.7 ep y189.17tc -� ` 187.77tc 1 -� - 184.67tc \ 182.77tc ,\� ,�� - _ g SYM. QTY. TECHNICAL NAME COMMON NAME SIZE 19 1 , I 188.98ep �y 187.57ep , C.B. 9 184.45ep �\ 1$2.s2ep 60 t 9 11 COMMENTS # ---~--�- 0 < H� DECIDUOUS TREES 192.Sg I �ti ', 0 \\ •y �8� C.B.#10 cp AG AMELANGHIER GANADENSI5 SHADBLOW 6' HT. MIN. 54B ; 1', '� j d's \ `�\ -�� O BP BETULA PLATYPHYLLA 'WHITESPIRE' WHITESPIRE BIRCH 8-10' HT. 545 �i y �\ \\ 'p6, �`.� N N GG CERGI5 CANADEN515 FOREST PANSY REDBUD 6' HT. MIN. BBB i 1 1!i j j� \\ j \\ yy y+ O OF GORNUS FLORIDA FLOWERING DOGWOOD 8' HT. MIN. BdB i r p `9 \\ �� 0 \ t ; `� Y ° GL CLADRA5TIS LUTEA YELLOW WOOD 5" GAL. MIN. Bs i 1 ` \\ -�\ \�\ U \+ y100 F5A FAGUS 5YLVATIGA 'PURPLE FOUNTAIN' PURPLE FOUNTAIN WEEPING BEECH 3" GAL. MIN. BBB i \ ` ` y 184,85 y o `", 189,74 \ 188.43 \\ \ 6.56 �\ V) MGT MAGNOLIA STELLATA STAR MAGNOLIA 8 HT. M I N, B 4 S , -`\ \ 182.53 u, Q x $U. PO PLATANU5 OXIDENTAL15 SYCAMORE 2" GAL. MIN. B45 o `\\ --Y88 >I - 183 00 ,0 zz a °a u PRP FRUNU5 SUBHIRTELLA PENDULA WEEPING HIGAN CHERRY 2 1/2" GAL. MIN. Br B �°��6 `\ a v a ul FRS PRUNUS SHIROTAE SHIROTAE CHERRY 2 1/2" GAL. MIN. B45 `\\ = y o EVERGREEN TREES r CD ABB ABIES BAL5AMEA BALSAM FIR 8' HT. MIN. 94B o ^ ABC ABIES GONGOLOR WHITE FIR 8' HT. MIN. B8B °' N ASK ABIE5 KOREANA KOREAN FIR 8' HT. MIN. 545 �' DATE: 05/23/00 GOG GHAMAEGYPARIS OBTU5A GRAGILIS DWARF HINOKI CYPRESS 5' HT. MIN. 545 GENERAL NOTES PLANTING: SCALE: 11 I=20'-0" 10 ILEX OPAGA AMERICAN HOLLY 8' HT. MIN. B4B PS PINU5 STROBU5 WHITE PINE 5' HT. MIN. 54B I. A5 CONSTRUCTION PROCEEDS, FINE GRADE AND SEED OR SOD AS SOON A5 POSSIBLE NUMBER: gbOlq.00 5CV SCIADOPITYS VERTICILLATA JAP. UMBRELLA PINE 8' HT. MIN. 54B TO REDUCE RUNOFF. TO THUJA OCGIDENTALLIS "SMARAGD" EMERALD GREEN ARBORVITAE 6' HT. MIN. 54B 2. TREE FENCING SHALL BE INSTALLED AND MAINTAINED IN PLACE AT EXISTING TREES DURING CONSTRUCTION OPERATIONS. IT SHALL BE REMOVED ONLY WHEN CONSTRUCTION OPERATIONS ARE COMPLETE. 5. ALL DISTURBED AREAS NOT COVERED BY BUILDING, PAYING, PLANTING BEDS OR OTHER IMPROVEMENTS SHALL BE GRADED, TOPSOILED TO A DEPTH OF 6" AND SEEDED (LAWN MIX OR WILDFLOWER MIX AS NOTED). PLANT BEDS SHALL BE TOPSOILED TO A DEPTH OF I2". PLANTING 4. IN ALL SHRUB BEDS TO RECEIVE MASS PLANTING, PROVIDE PINE BARK MULCH AS DETAILED. ESTABLISH A NEAT, SMOOTH EDGE BETWEEN MULCH AND LAWN. 5. ADJUSTMENTS IN THE LOCATIONS OF PLANT MATERIALS MAY BE NECESSARY DUE TO LOCATIONS OF UTILITIES. ADJUSTMENTS SHALL BE APPROVED BY THE OWNER'S REPRESENTATIVE. 6. PROVIDE AND INSTALL ALL PLANTS 5HOWN ON THE PLANTING PLAN DRAWINGS;THE QUANTITIES IN THE PLANT LIST ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE ONLY. IF DISCREPANCIES OCCUR, THE DRAWING PREVAILS OVER THE PLANT LIST. PRELIMINARY 0 FINISH GRADE ® WALK5; FLUSH. HOLD MATCH WIDTH OF WALK BIT. GONG. 3/8" BELOW TOP OF CURB 8 (SEE LAYOUT PLAN) 8"' PAVEMENT (SEE LAYOUT PLAN FOR TO ALLOW FOR STONE SURFACIN6 56" MIN., 60" MAX. TYPE, &RAVIN& PLAN FOR ELEV) FINISH GRADE ® TOPSOIL; HOLD 1/2" CLEAR BETWEEN PAINTED &ALY. STEEL 1-1/2 O.D. BELOW TOP OF CURB. ALLOW FOR 5/5" THICKNESS OF RA I L I N65 HAND RAILS. SET P05T5 IN 2"x8" DIMENSION POINT (SEE LAYOUT PLANS) CRUSHED STONE 5URFAG I N6 WHERE 55 SLEEVES w/ NON-SHRINK &ROUT. 44 WALKS ABUT PAVERS OR CURBS. 1/2" CHAMFER ON EXPOSED EDGES OF 2" RADIUS ty CHEEK WALLS. CRUSHED STONE SURFACING W1 6" q" BITUMINOUS CONCRETE CURB ASPHALTIC ADHESIVE 2'-O° 146 NOSING BAR, MIN. 5" FROM L WITH TACK GOAT BENEATH 5/5" MIN. DEPTH ALL ED&E5, TYP. = 21d 42d FINISH GRADE; HOLD I" BELOW 3" MEDIUM BROOM FINISH ON TREADS, IIIf l 6"' FINISH GRADE ® PAVEMENT l BIT. GONG. SURFACE At RUBBED FINISH ON RISERS. INSTALL III r1' i 1/2" RADIUS ANTI-SKID NOSIN&S ON 2" BIT. GONG. WEARING COURSE �° i ALL TREADS. SLOPE FOR DRAINAGE. 11 III Y` d RISER 4 - i!I!►I - - _ d , IIIIIf lI .• :•.- ::: ::: .:' �� •..�:: 4• �� ! b NON-CHEEK WALL HANDRAIL P05T '' = -.'- • '� .•-♦ ••�•,. • j ' ,..f •. w f ° RISER #2 4 ° 6-5/a4•d' R15Ek, TYP. ` ° "'�� ° i 1 (5" FROM FACE OF TREAD) `~1 • • 1 .:d r v d IIII(IIRI I �' - EXTEND CHEEK WALL 3" BEYOND I 1 • M • • � f" : `*.�f:l� '*' 8" PROCESSED AGGREGATE BASE o RISER #IQ � o d . v � 4 d �a v � � ° � LOWEST TREAD.-awlIIII • ! • �,i':�',w+i.•. •'�,. _ ld v 4 a 9d 4 1 _ .�`` ° i' i PAVEMENT • llllf =llilf�l lI 4 4 c n °. ° iRlll! — F ° a ° IfIIIfI�IIlIf f i f I— Ifif —= l�If I� �IIf ��If� = I�llfl COMPACTED SUBGRADE a 4 I— •� 4 v Q 4 v r I/2" EXPANSION JOINT, TYP. W/ O jI SEALANT, IF GONG. PAVEMENT. --=III1#I — i1I{fIIIf�II�II Illlf II�f v ° b I� ° •I FIN15H GRADE, OUTSIDE OF CHEEK �♦ a Illllll{II 14 a v 4 I. WALL, CJ 1 4 ° v d ° jing v9 l i COMPACTED FREE-DRAINING7� a dI � I- BAGKFILL, TYP. ," 1 Bituminous Concrete Curb A Bituminous Concrete Walks v 4 d #4 HORIZ. REBAR ® 8 O.G. # T a I #4 vERT. REBAR ® 12" O.C. # 4. Scale: 1" - 1'-0" 4 Scale: 1" - 1'-0" 4 Illllf FINISH 6RAI7E; HOLD I/2 BELOW llll6.1#6- hill lillil Iilll{ II�II Illl lff� llfff + -` RI I�III v, ICI CURB TOP .' 6" PROCESSED A66RE6ATE BASE DIMENSION POINT (SEE LAYOUT PLANS) 1-1/2" BIT. GONG. WEARING COURSE FRONT ELEVATION (5 R I5ER5 ILLUSTRATED) Illl l If�ll — — — y — � ��u1 i l �-- COMPACTED SUB6RADE 5" 6RANITE GOBBLE (5"x5"xa") ,q/ " MORTARED JOINTS TYP. �� 6 - SIDE ELEVATION/SECTION (4 R15ER5 ILLUSTRATED) _ 1 1/2 BIT. GONG. BINDER COURSE I� f n I�I �f 4 MAX., OR FLUSH '(SEE LAYOUT PLAN) Concrete Stairs ( 6-3/4" Risers 13-1/2 " Treads) 6" TOPSOIL — _ ~ , 5" FINISH GRADE, PAVING i . •'�' =+ =% "� ' ° . - a- ID" PROCESSED AGGREGATE BASE 4. Scale: 1/2" = 1'-0" - .• : . ' HOLD FINISH GRADE AT TOP OF WALL , `. ., - 4"t is w ' e Q NOTE: SEE SPECIFICATIONS RE: II I (R . •:• .• CONCRETE HAUNCH, CONTINUOUS o• -�i-! •' ® � . f O 1 REUSE OF EXISTIN6 BASE MATERIAL I'-o" w. - PROCESSED TRAPROGK o �• �� . i . • •i AND REGROUND BIT. GONG. PAVING. CAPSTONES: MAINTAIN EVEN SURFACE f IIf f l BASE 1 4 i . ♦ . 1 ID"x10"x5'-9" YELLOW PINE WITH MINIMAL JTS. II ) f •'• } POST; PRESSURE TREATED _ IIIIff I ti I` IIIiIIf I= IIIffI` IIIf fIIIIffI ` II =lillll - t_ - �- TI=I II COMPACTED SUB6RADE COMPACTED %B6RADE � _I1lIII : }. STONEWORK: MORTAR STONES AT INSIDE 18 f = I{lllf OF WALL, RAKE BACK I" FROM SURFACE Section I j IIIII z TO MINIMIZE MORTARED APPEARANCE 1/2" 6ALV. CARRIAGE BOLT5. -- N BATTER WALL AT I" PER VERTICAL FOOT COUNTERSINK AND PLUS WITH s PLAN VIEW MATGHIN6 WOOD PLUGS. &IIIIIf N � Q 2 Granite Cobble Curb B Bituminous Concrete Paving 6"X8" SOUTHERN YELLOW PINE I d 4• Scale: 1" = 1'-0" RAIL; PRESSURE TREATED. + .•.�•.. > 4• Scale: 1" = 1'-0" FREE DRAINING STONE BAGKFILL 1/4" JOINT MAX. 1 1/2" CHAMFER TYPICAL FINISH GRADE CONCRETE HHANDTI6H ST WEEP _ I - JOINTS FULL WITH SAND. GL GL u { 6" MAINTAIN FLUSH WITH / s ;, t�+ aR: '� 11I 6„ .6,,;. •: ,. , PAVEMENT SURFACE ADJACENT PAVING/CURBS. I" SAND SETTI N& BED �J 7-I/2° Ifl�l��Ilfl1 �!�I _.�IiI�IkI'! {II$ il�!i1.- • � .' < . , ; . •• , , s •• rr.'. - �_1 2" PROCESSED STONE BASE _ _: : ��s r �' i •r � " ♦' i. 6EOTEXTILE .� n �•~ STURB B6 E `:' r - - GRANITE CURB 8" PROCESSED A66RE67ATE BASE !� 16-I/2" 4" N ,~ CONCRETE HAUNCH AT .JOINTS in - IIIIIfI--� IIIIf — -�IIIIf f �Ifllff � Illff � _ _ _ 5 lit Stone Retaining W a I I—T , : PROCESSED TRAPROGK I I I I f -- I I i I 111 I I I�f COMPACTED SUB6RADE y p � :ls.: �. .. I I! _ =�lll �11 um MUM � 4. Scale: 1/2" - T-0" l ��,�� ,�. BASE II IIf!I-� ® w = Ilil�lfll� fill- Illy RIIIII COMPACTED SUS&RADE O E o� 4) ti _W o �- I Oi FIN15H GRADE; HOLD 1/2" BELOW 9Z QD O o m �II< III OP Elevation 17MEN51� OINT Concrete Pavers on Sand .� I�I DECORATIVE POST GAP 6" (5EE LAYOUT PLANS) IIM 4 Scale: 1" •= 1'-0" v � ->=llllll =illll1flIIM N 51&N PLATE-TYP. I I v lllill = w "STOP", HANDICAP PARKING , If fiIIIIIf l III q� O i X "NO PARKING FIRE LANE" , ETC. ` `-# I FINISH GRADE BIT. GONG. PAVING FINISH: MEDIUM BROOM W/ 1-1/?. �J Vill C ELEVATION STAINLESS STEEL ATTACHMENT SCREWS- TYP. 6 SMOOTH TROWELLED BORDER "dll!�F � � G � ��uu tx z — If! •• o�# � yv o >W �n ,� „ 18" III!{! ; t::. t .j. , . ;�:..' r. '` �..; • 4 ' ', % 6X6, 8/8 WELDED WIRE MESH ® Wood Guard Rail _ POST: 6 X6 ry I/2 CHAMFERED EDGES. 9 O 5TA I N PER SPEC. _ GRANITE CURB ^.��-.�F -.-�-� :�� ._ d 4 •' ;i : •, 8" CONCRETE TYP. THICKEN �� One 4• Scale: 1" = 1'-0" - m� IIlIf fl III CONCRETE HAUNCH AT JOINTS r -t- ,'+ , EDGE AS REQ'D TO TAKE UP V� m Oz f (I p o sty O I(IIf f =IIIIIf I �' �� a l �' f' ; ' _ 4• GRADE SURROUNDING PAD ON *' #'! LOW SIDES. F-V! • _ f( f . . ` . i, z F I NI SHED 6RADE I I f f I I{I I I f ��~ +f �„ •`•` PROCESSED TRAPROGK .!� �i :•. *' ti �,j_ Z -�,, ,♦ is :t:- BASE i fY. ' �� i' 8" CRUSHED STONE BASE 231 IIIIf f =1 II Illf f IIIf 1 = IIIIf - Illff IIIf f - I�IIf� flllf T Q 1I I I COMPACTED SUB6RADE I COMPACTED 5UB6RADE dcc LIL l m EXTEND POST 56" MIN. INTO GRADE -_ =III I f I — II If f --r J o a zo zoSectionIllflfl - Illf f _ � o WALK TYPE w a LL SLOPE PER �} 6_O PER PLAN �} o a GRADING PLAN NP- , o mR mR WALK TYPE General Site Signage 3 Granite Curb a v � � PER PLAN �,.n-� 5'-6"-TYP. IITYpF o 18" 4 _ ,_o" 4 ,_ " p Concrete Pad z z co ,� 1 _ = MIN. Scale: 1 2" - 1 Scale: 1" -- ] 0 a - - 5=1:12 1 n SIDEWALK �� l a s n p u u �1 dT 1f r 4• Scale: 1" - 1'-0" J J „", H FINISH GRADE; HOLD 1/2" BELOW CURB TYPE FLUSH TTG CURB TYPE FLUSH CURB TYPE IF LAND50APED AREA, FLUSH PATE: 05/23/00 PER PLAN CURB TYPE PER PLAN PER PLAN IF PAVED AREA DIMENSION POINT (SEE LAYOUT PLAN) PARKING PAYI N6 TYPE PER PLAN PARK I PER PLAN TYPE PER PLAN CURB TYPE SCALE: YAR1�5 PER PLAN 6'_O�� WALK TYPE 3/4" RADIUS '" "" HAND RUB TOP AND EXPOSED NUMBER: g60141.00 PER PLAN 5 I FACE OF CURB �~ 5-6 -TYP. AMP If Ill #� =IfI�(f�I a 5" FINISH GRADE BITGONG. PAVEMENT V-O" WALK TYPE SIDEWALK 7 - = NOTE: PROVIDE (2) 18' LONG SLIP PER PLAN S=1:12 0 — DOWELS AT EXPANS ON JOINTS m� T IS" IfIIfI R TTG FLUSH SITE ,P 5'-6"-7YP. — CONCRETE �i 5=1:12 it) SIDEWALK CURB R PLAN PARKIPER PLAN& TYPE IIIIIf i�) -ltllffl 4 #GENTEIRDGTOP IBOTTOMA DETAILS S=1.-12f ( J _ Alm IsCURB TYPE PER PLAN ,aTY '� fl u TTG FLUSH TTG �IIf fI� IIIIIfI � ,-:�•r'. �,�•. � PROCESSED AGGREGATE CURB TYPE PARKIN& PAVING TYPE CURB TYPE I I �,s.,♦, >: BASE PER PLAN PER PLAN PER PLAN ABBREVIATIONS CURB TYPE PER PLAN u•l-Y� ,i TTG TAPER TOP OF CURB II I If I I COMPACTED SUBGRADE (6" HT. TO FLUSH, TYP) 5 SLOPE Sidewalk RampTypes 1:12 RISE TO RUN RATIO R RAMP 4 Concrete Curb 4 Scale Ill _ ]'-0" Scale: 1" = 1'-0" PRELIMINARY L0401 4• ____-_--_------------------ �� ------ ��, ANTONIA P. LIQUORI T.B.M. -�------------------------------------------ -_ Side District _-_-_--_------- _ 1AN F � E HYDRANT BOOK 10742 PAGE 327 ARID �2esidenc� Aa 0 TOE SPINDLE__- ____ - Yard setb�� d� -_� - PLAN BOOK 312 PAGE 44 PAN E30pK 4 ELEVATION = 166.19 _ ------------------�-_---_-------_-_---______--_______ _ �� 15) _ _ _ _ _ _ _ _ - _ _ .. 3 `SAGE 33 TOXIN OF ACAQ�IAI� DATUM (N.G.�/.D.) -__ - ,_---�--------------- ------ \ \ ----_---_----------------------------------- - ANTONfA E. LIQUORI 1s9 /!,_ -}-_---_ __ ` _ _ ` _ - _ S 03•13> BOOK 9084 PAGE 252 - - - - - _ _ _ _ _ - - __ - - - - - 15 ------- --------------- - - ---- `-_'�-� - _ - w'`� PLAN BOOK 96 PAGE 39 _ _G � --------1-7-2----�'_____---------------------- -- -- -, -- k_ ` _ �' / / r r \ �`. - - - I _� 5` � - ru '-� PROTECT EXT57``` E � --------------�-_--'-_ i � 1 - � � f TREE �OXI G Y r-- --_ � _ ._ � "J r '' 1` - - _ � - -- _ _� `' TO REMAIN vrz,4 IS TO BE '0 ee __ -----173---_-__- --------------------- J / REU5�1� - 12prce `�` 4 ,- -i, + -- -- ti - - ---16 5AJU G EAN _ - E fNG GB STORM 1 7 h 6. 7 2 b Z '' Ce --- 5 ICG T D?L- - -- - - LINES TO BE REMOVED AS r- ` e y _ - - - REQUIRED TO 6GOMODATt " ` - - -` _ - _ NEW DRAT E SY5TEM \ ` -- . `\`� PROS T EX1�`I`��PRUG�`. REMO EXIST. 1 &.8 �� Q 1 "% i ♦♦ p ;u(, `` T ESWER-EMAIN- 'B1TGa WALi� 175- - - - - - - - - - - - - - `" � � ! � - \ CLEAR\� `cS;R0B, � ` t�tQVE � r� `EX!STI NZ TfEE _ 167.4 _ --------176--- -_.. - - - - - - - ._.. ... -- - ._ -- -- - -'-- � 7. 1 e _ - - �- \ \ - `- \ ` w C1� ____ r �, \\w-- \\ t ��` ` `.`\ ` ` `.\` i `4"Tre' -. 168.0AR 4 i lrT� us _---------177----------------------------- ` REMO E ST. ` - ------ - -- \` E 5T H -� `�� \ BITG NG. K V� `` \ j RA ---178-------- - _- GL1=AR::#::r 1 U SHRUBS Shru ♦`\ ` `. \ ` - `\ `\ `\\ \.,4 Tre 0 C t. cn v n .. . . _ .. .... - `Crab. ! k GL R � GR - _ Shru - - __ II � T r 179- -- - - _ - XI N- E I G TREES r� k r EXI N5 k n v S i �; k 1 r 0 \ BLS � f180- - - - -- - - - -- - - - - - - - _ - ! � :................ ... ........... .......... .. . - ___ � � 4 ine '• F� -181 __ 1 \ - ---- r / 2 b �. 1 -______ _ n r 18 -__-_ - 2- -- - r r --_ ----- ------- \_-__ i _- S - G a 1 , _ _ _ ! \ "12 -- _ __ _ n f TI \ 1 - __ :EX.a ..N. :SHRUBS _ -184 _____________ - _- r \ (7 __ .. L/ 1 - �______ _ D.M.H.# tb _ Y L.AR G \ b � 9 e m Q r' 1 1 � - _ y131�f--_ e .._ _. EXISTING GB-� STO . X STING TREE - . S r b 1 -. \ N 85- _ 1 e 't t TO BE REMOVED AS' ct \ \ 7/ _ ~-•Uf 5---- - \ \ _ _ 1 \ ! .�.- _ MODATE` 7_ -___ __ REQUI D TO AGGO REM�VE EXlS'F _ -186 - a _ ., ~ 1~ r .� M -ITEw 2 - IOW DR,�IN,�GE SYSTEM �BITGO G. WALK -S �- =--- N ` \ TRA C. 11 _ c� Cr - - 2 R � c a 1 __ 8 � s A _ rr �4 IG l __ \ � �r rri L� o E � e - \ \ \ k \ le to r d e _� _ -- � - y8 . .. - . . r � er roue 8 .91tc �.� V z \ r \ e 1 �� ic) 86.54e -- - 1 to \ 187.40e \ ,- r \ r \ ,. S \ p C.B. 5 \ r 6 Ma t. P a .:i+�M�� '! X15T:� r r 1 � r -_ r i � ,.:: GC�i�IGR�TE- k�lAL1��'�':�'��:':��'��' ! \ ,.; cn REN'10 Ll6i�kT AND BASE r \ 1 -'Ash \ � � �"`� ALE � GRUB g r AR q -\ :rah S.M.H. 2 N •. \ \ � � - # EX15TI�- E 7' � S \ SRE 5 8 _ a r _ E ., '�BEhIGt-1F5.� 2:� \ 1 \ -- .w; Ben h _ 187.52tc � \ 7 6..-, ... �. L , ' c Cn tMOVEXI \ 187.37e V r . _ r c \ w >18 .47 Vl ao a 2 I ��-,�:-� G NGRETE 8 VNALK 8 _ - � \ - �.I .-183.8fi X. w - 5hruia X F.F.-1$3.$5 Conc. wale i \ ! � \ - � ..... . �:� REMO EXIST. <r EXIS FAG :-)'_ :REMd :E,�E{ST 12.74 IE� 9P r \ -BITG WAL us TO BE D'yD - t -- - \ o ::GONG::N[ALK <T; \ _ - \ \ rr 4 5TOGKPIZEQFOR CLEAR 4 GRUB 1 rn Bench \ \ __ E ST1NC-�- �\ r TREE __ '� REUSE � - AR �-G'RUB� � r W e \ � ::REi�[OVE�:EXIST:�:�:�:�:�:�:�:�:�:�:�:-:�:�:�:�:•:�:�:�:�:�:�:�:�:�:�::�:•:�:�:�:�:�:�:�:�:�:�:�:�:•:�:-:•:�:-:�:�:�:�:�:�:�:�:�:�:•:�:-::•::-:•:�:�:: - 6 -- 188.32 - EXIST1tr1Cz SHRUBS !C.B.#4 m cn \ �, _ -17 _ Sh U \ _ n er ra,fnd elm e �8 _ _- GLEAfi�: ::bRUB::: : L CLEAR GRUB ree _ C 9 _ `. -- `\ EX151`ING::SHRiJBS: EXISTING SHRUBS o' ! and g s2 - I� _ \ \ . \ rn th / � \ .l (II s . .TO B� _ . C� - \ i k _ / \ \ A'. I A1al ai . \ �t C.B. if�iOVE EX151`.DRAINAG�'- 8. CIOT - aA A r HDGE=' 9 \ SWAL�t`GB d GUI$ - ••--, \ \ \ \ 2 1 I CD 4� -� d 4 CO 3 \ \ D o� r \ TEGT EX15T. h u b�- � s� TREES _ ;d 19 - .� ^ 1 A co / 0 \ \ . ��o k 7$ TO REMAIN 4 ree �� . r \ ::::82.9 .. 183.4 k 3 - } D� a-_ __--_--_ r � =." GLEAM\4 6RUB 2 - 1 T.B.M. \ '`-- 4,�r \`\ o' i Shrubs Shrubs 1 `C, EXI5TIW5HRUB _ \ •.--� E �� \_ _ `. ` ♦-_ r` _ 183.64 :il;r. . -:$ - -� 'Sb u „ ��- 4 Tree - �,. at \ er w N o� DISK AT FLAGPOLE AT MAIN AGAWAM HIGH SCHOOL �� '909 ��`,'�?� mro- �$- - 183 6 __ �� - ]g4 w _ _ .M .#3� w - N. �' o ENTRANCE TO HIGH SCHOOL 9 s --_ `' \ ELEVATION = 1S�i.19 TOWN OF AGAWAM �9e----- 191 ----'�_ ��\ \\\\ \`- .`��\\ fib 4"Cra - _ Crab. SA1wNGUT w shrub ` „~ - S.M.H. \ ^ � 17g--- U ,\O / \ --_ •f� - GLA GRUI� - �. 8 V.C. # TOXIN OF AGAWAM DATUM (N.C.V.D.) 'gr \ . _ s - _- _ 1EX�ING 65 3" Gas�se ` • s C. -` G `~� � � � � 3" Gas service 79�2sptc \\\ '� - �E BOXING'`--S,M.H.#3 ��^ - - - 9�1 9 184. g `� --~_\` \ � ``. �°�`�°� D.M.H. 4 S.M.H.#5 � p C.B.#3 ` - ~ `r89_ ;----- 1 e � �87 �' S UT _ 184.2V 12 B�1 cnnG. walk 82.66 \ r ` ,'�� \ 8 e' e e e \ r-� + 1 to 787_ ioj ep \ 187.77tc 18 .09 184.fi7tc k r 182.77tc .` 10 189.17tc _ U U C, 192` 1 1 188.98ep rk, 187.57ep SAWGUT, LEAN `\C.B.#9 184.45ep k1 \\\182.S2ep \\ U} ` __`-- - 19f2.a8 PROT�GT EXIST. 5H B5 STRAIGHr\EZ>&E � I R� PROTECT EXIST. ES r � � \� 8� v C.$.#10 TO ,MAIN k� TO REMAIN r j� GENERAL NOTES SITE PREPARATION: 10, 41- 1. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL ESTABLISH ADEQUATE LAYOUT AND 6RADINCG !!r `-0p �IQ\ \� ` �j r\\ �`\ O �_ J v INFORMATION FOR PROPOSED WORK TO ALLOW FOR THE EVALUATION OF IT'S RELATIONSHIP TO EXISTING r r ♦ r `� \ w SITE FEATURES. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE IF ANY SURVEY r 4"r 189.74 \\ 188.43 �\ `r 186.56 1184.85 , o INFORMATION I5 INGORREGT. IF REQUIRED, FIELD MODIFICATIONS SHALL BE MADE AS AUTHORIZED BY THE i .''`♦ \ �'-�_ 182.53 z Q c LL ARCHITECT TO ADDRESS EXISTING 51TE CONDITIONS. `♦♦ ~-lea, � _-183` ---`-' z oo 2. PLACE EROSION CONTROLS WHERE REQUIRED. MAKE ADJUSTMENTS TO LOCATIONS AS REQUIRED BY �g� \\\ \ `� Nin FIELD CONDITIONS AND AS AUTHORIZED BY THE ARCHITECT OR BY LOCAL AUTHORITIES. 5EE SHEET L-O \` o o x m LEGEND J J 5. MAINTAIN EROSION CONTROLS BY RE5TAKIN6, RETYING, ADJU5T[N6 OR REPLACEMENT AS REQUIRED AND AS DIRECTED BY THE ARCHITECT. REMOVE EXCESSIVE BUILDUP Of SILT. °' c°Do '789--_ ;y°°"p '• ' CID 04 4. DO NOT ALLOW CATCH BASIN SUMPS TO FILL WITH SAND AND SOIL. rn EXISTING SHRUBS TO BE REMOVED DATE: 0-7/21/00 5. EXISTING BITUMINOUS GONG. PAVING DEMOLISHED AS PART OF SITE PREPARATION MAY BE RECYCLED ASSrMPLAN DPP II� BASE MATERIAL SUBJECT TO APPROVAL BY THE ARCHITECT. AGAWAM PLANNING BOARD � EXISTING SHRUBS TO REMAIN `.a p�6 O 2 yy SCALE. 1°=20'-O" 6. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE ALL 5ERVIGE5 AND COORDINATE WITH THE { A%�v NUMBER: q(701q.00 UTILITY COMPANIES AND LOCAL OFFICIALS AS MAY BE REQUIRED TO REMOVE, RELOCATE, OR ABANDON n '� UTILITIES TO MEET THE REQUIREMENTS OF ALL PROPOSED CONSTRUCTION. /7r aac:,Ia Xvlk EXISTING TRE25 TO REMAIN SITE EXISTING, LIGHT AND BASE TO BE REMOVEDme, PREPARATION w i �F - EXISTING BIT. GONG. WALK BITGONG. PAVIN6/ GUR55 TO BE REMOVED �1AJN1u1W , SAWCUT EXISTING PAVEMENT L S P CATCH BASIN FRAME AND GRATE. E. L. LeBARON FOUNDRY COMPANY, PATTERN NO. 248-2, OR APPROVED EQUIVALENT. BRICK OR CONC. BLOCK. r 3" MIN. TO 12" MAX. / FRAME TO BE SET IN A / -_ - FULL BED OF MORTAR. / 24" TAPPERED a 2'-0" SQUARE 1 12Y ❑ ❑ ❑ ❑ ❑ 0 12" SECTION OPENING** < j I((��1 18"-24" MORTAR ALL JOINTS q / B 000000 — �\ / A I ❑ ❑ ❑ ❑ ❑ ❑ I B V-11-1 Ile N 2e a 4'-a" DIA. (MIN.) - - - - - - RISER ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ SECITIONS a I OUTSIDE OF PIPE �2,-0" 1❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 01 PLAN BITUMINOUS PLAN + 2" CLEARANCE I❑ ❑ p ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑I CONCRETE lW - - 111] 0 0 0 0 ❑ ❑ ❑ ❑ ❑ ❑ Ell - - SURFACE - - - -- I 12" 12" — PRECAST REINFORCED CONCRETE SUMP TONGUE AND GROVE BASE WITH / _ 3'-0" (MIN.) a RISERS AS REQUIRED. USE "DOG / HOUSE" STYLE BASE WITH NO SUMP s" s" BASE FOR STRUCTURES LOCATED OVER EA SECTION 5" WALL EXISTING PIPES. CATCH BASIN MATERIALS AND CONSTRUCTION SHALL COMPLY SECTION A—A NE CONCRETTE SECTION B—B CONC 04 01 WITH MASS. D.P.W. CONSTRUCTION CATCH BASIN FRAMES AND GRATES. COLLAR STANDARDS. PLAN 2 - E. L. LeBARON FOUNDRY COMPANY, MANHOLES CATCH BASINS PATTERN NO. 248-2, THREE FLANGE REINFORCED PRECAST ** WHEN CURB INLET IS INSTALLED, OR APPROVED EQUIVALENT. CONCRETE UNITS THE OPENING IS TO BE 24"x27 BRICK OR CONC. BLOCK. 3" MIN. TO 12" MAX. ET IN A Catch Basin ( CB) FRAME D F MORTAR. FULL BED OF MORTAR. i� ~`\� k k 24 � ---I ,�- 12" 12- Not t0 Scale � Y � . � MORTAR ALL JOINTS �� k k I k Ct " SLAB TOP `� 4 - - - - - - - - - - ry, 4'-0" C �� C D IN D HEAVY DUTY MANHOLE FRAME AND COVER — — �/`� L AS PER TOWN OF WELLESLEY STANDARDS. RISER I 5' DIA. BRICK OR CONC. BLOCK. — — PLAN PLAN 3" MIN. TO 12" MAX. BITUMINOUS FRAME TO BE SET IN A CONCRETE FULL BED OF MORTAR. SURFACE 3' SUMP PRECAST REINFORCED CONCRETE TONGUE AND GROVE BASE WITH 2'-0" DIA. 8" RISERS AS REQUIRED. USE "DOG CONICAL SECTION OPENING (MIN.) BASE HOUSE" STYLE BASE WITH NO SUMP 18-24" ' MORTAR ALL JOINTS FOR STRUCTURES LOCATED OVER „ EXISTING PIPES. 8 a 12" 12" 12" (TYP ) BITUMINOUS BITUMINOUS .. CONCRETE CONCRETE q • RISER SECTION SECTION A—A CATCH BASIN MATERIALS AND COLLAR COLLAR �J STEP 5' WALL CONSTRUCTION SHALL COMPLY SECTION C—C SECTION D—D REINFORCED PRECAST WITH MASS. D.P.W. CONSTRUCTION ._ C — — — — — — — — — CONCRETE UNITS STANDARDS. WATER SERVICE BOXES � O - 4'-0' DIA, (MIN.) 26 4 Lb AD CD 22 Double Crate Catch Basin 20 Bituminous Concrete Collar . . . BASE SECTION OUTSIDE OF PIPE Not to Scale Not to Scale s .� O E + 2" CLEARANCE o O ~ O a 5' OR 6' DIA. PRECAST BASES MAY BE o USED WHEN REQUIRED DUE TO SIZE OR v o CONCRETE OR BRICK }, o NUMBER OF PIPES AT THE MANHOLE. $� & MORTAR INVERT PRECAST REDUCERS WILL BE PLACED ABOVE STORM MANHOLE THE 5' AND 6' BASES. WALL THICKNESS TO SUBGRADE W O O INCREASE 1" FOR EACH 1" OF INSIDE DIAMETER MEDIUM DUTY FRAME AND GRATE. C F (NOT TO SCALE) INCREASE. PATTERN NO. 9592 100 AS WARNING TAPE ] C MANUFACTURED BY CAMPBELL $ O r+ MANHOLE MATERIALS AND FOUNDRY COMPANY, HARRISON, d 0 A{,� 0 CONSTRUCTION SHALL COMPLY N.J. OR EQUIVALENT. BACKFILL MATERIAL �-C 4W �. WITH MASS. D.P.W. CONSTRUCTION 19 p STANDARDS AND THE TOWN OF D+2' WHERE D 15 LESS THAN 30". O o WELLESLEY. \ \ \ D+3' WHERE D IS 30" DR GREATER. .06 //\// PIPE TO BE CENTERED IN THE TRENCH. V o 25 Storm Manhole \ \\ \\\\\ MATERIAL USED FOR PIPE HAUNCHING AND L= m o :. 15" DIA. C.P.E.P.-S <, 4 INITIAL BACKFILL: Not to Scale 12" (MIN.) ° o. p>10" - GRANULAR FILL M.02.01 OF FORM 814A a a a ao D=10" OR LESS - BEDDING MATERIAL HEAVY DUTY MANHOLE FRAME AND GRANULAR FILL a COMPACT TO 95% AASHTO STANDARD DENSITY. n r COVER. CAMPBELL FOUNDRY COMPANY DEPTH COMPACTED IN 8" LIFTS I a d BEDDING MATERIAL TO CONFORM TO � PATTERN N. 1007D OR EQUIVALENT AS NOTED :' �- PE ' a M.08.01-21 OF FORM 814A. '� -I w o LLJ STUB - SIZE H . EQUIVALENT HORIZONT _ LLI a SIZE AS NOTED A5 NOTEDLU° z It `° x BRICK OR CONCRETE BLOCK RISER 0.25H A Z w o 0 4 POURED CONCRETE T•.5 < Q W BASE d V a ''" 10 SUMP 4" IN EARTH AND '� 2 -0 I R O 0 z = m .. (MIN.) ARROW CONCRETE PRODUCTS 6"(MIN.} 12" (MIN.) N ROCK a a �: PRESHAPE BEDDING a Q.. y -- v v 4 v v v AC-GALLEY CAPACITY HEAVY DUTY g" — — — — — PRIOR MATERIAL TO INSO 0.1 TALLIO G s_--- -L--_ _ H-20 LOAD CAPACITY vvv I® ® ® ®� v v (MIN.) a � P1PE, v v 1 C vvv (END UNIT SHOWN) -�'e• ... vvv -1 ® ® r vv THIS TRENCH SECTION TO BE USED FOR DATE 05/23/00 f v 7 '7 12" SOLID PVC AND CPEP-S STORM SEWER vvv 17 -1 ® ® ® ® ® � v 3/4" STONE PIPING WHERE THE DIMENSION D IS SCALE: YP�RI�S v v ® ® ® ® ® r v v ONE CORRIGATION (MIN.) {MIN') LESS THAN 48". v v� ® ® ® ® ® � v v v FILTER FABRIC, MIRAFI 140N NUMBER: g601a.00 2'-10" vvv � ® ® ® ® ® � v v OR EQUIVALENT, ON TOP AND I ova ® ® ® ® ® � vov ALONG THE SIDES OF THE UNITS. 23 Area Drain ( AD) 2t Storm Sewer Trench Detail ® ® ® ® ® � vvv vvv k I v v Not to Scale Not to Scale vv ' vv v v v v v v v v v v v v V V V V V V D v v v v v v © v v v v v v v v v 6„(MIN.) SITE � CIVIL DETAILS (MIN.) 4'-0" (MIN.) 26 Leaching Galley Detail Not to Scale PRELIMINARY L 0 -41r0 C � 1. SET POSTS AND 2. STAPLE THE WIRE EXCAVATE A 6"x6" MESH FENCING TO ANGLE POSTS UPSLOPE FROM POSTS. THE END OF THE POST 5' UPSLOPE 4 FOR STABILITY WIRE AND SELF- POST FENCING CLEANING. A A95• L 12" MIN. I DIRECTION OF FLOW ' 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE NOTES: THE WIRE FENCING AND EXTEND TRENCH AND COMPACT FILTER IT TO THE TRENCH THE EXCAVATED SOIL. .° 1. OUTLET STRUCTURE MATERIALS FABRIC AND CONSTRUCTION SHALL COMPLY COMPAC WITH CT.D.O.T. SPECIFICATIONS. BACKFILLTED • 2. BAFFLE WALL TO BE CAPABLE , *pm OF SUPPORTING MAXIMUM WATER LEVEL AS SHOWN. 3. A SHOP DRAWING WILL BE REQUIRED �J FOR THIS STRUCTURE. C SECTION B-B Construction of Synthetic Filter Barrier HEAVY DUTY MANHOLE FRAME HEAVY DUTY MANHOLE FRAME 30 Y AND COVER. CAMPBELL FOUNDRY AND COVER. CAMPBELL FOUNDRY Not to Scale PATTERN NO. 1012D. PATTERN NO. 1012D. CONCRETE BLOCK RISER ADJUST TO GRADE WITH A MIN, OF 3" AND A MAX. OF 12" OF BRICK SOIL WRAP bRATE WITH FILTER FABRIG 41 GROUND ° a-. 12" SLAB TOP °, PAVEMENTNT PAVEMENT PAVEME "2-6 8" INLET TOP WALL & MAX. , � '�'• HEIGHT OF WATER -a I ELEV.=172.30 2' RISER SECTION ARROW CONCRETE PRODUCTS AC-GALLEY 4'x4'-HEAVY DUTY I 14 H-20 LOAD CAPACITY. END UNIT TO HAVE SOLID WALL FACING • 4___-- OUTLET STRUCTURE WITH A - -- ---- -L----- KNOCKOUT FOR A 15" PIPE'. I ' I SET END UNIT ONLY ON A 6" B B . °: a :A. f .� - ® I I ® ® CONCRETE SLAB. I I �., � 1� ; �%• ' -4 �. ..I•- • 6" DIA. P.V.C. ORIFICE, INV.=169.90 ® ® Il II ® ® ® ® 15"x15" ADAPTER BAFFLE a•. III a IA. WALLI 15" C.P.E.P.-S �� . ` . i 4" DIA. P.V.C. ORIFICE, INV.=168.30 ® KA ELEV.= 15" C.P.E.P.-S BASE SECTION .. , • 168.30 ELEV.= : a i I . 168.05 •' . : 3 Filter Fabric Over CB Crate I I I DIRECTIONAr�' i �'!a vvvv 17 vvvvv �� - - - i• ' Not to Scale of FLow �- --� � � - --- ! 5" WALL la n 6" CONIC. SLAB THRU STREETCD Lb CONNECTION AT GALLEY 4' DIA. PRECAST MANHOLE BASE Lma► z 0 E SECTION A—A SECTION C—C O Do o ~o oO� OD� Outlet Structure with Connection to Galley 6" GT D.O.T. 2" STONE TO BE PLACED vo 33 OVER FILTER FABRIG MATERIAL v n Not to Scale 4 r a OD SEE SEDIMENT AND EROSION 0 SHEET FOR PAVEMENT WI0TH5 Ld C V AV a V=4 ® �' �• O� 0 � 0 Do �w e 110 • � 00 ac n oQ CD EDGE OF PAVEMENT N JLU W F T W o 32 Anti — Tracking ApronwQs� m z u, O ." Not to Scale d Q IL a kn .--% U a z ° z z =yo FOR DATE: 05/25/00 SCALE: VARIES NUMBER: dW I9.00 SITE CIVIL DETAILS PRELIMINARY L0403 LEGEND -. INDICATES WALL TYPE- SEE DWG. A6.1 FOR SCHEDULE DOOR DESIGNATION-. n n � (-i-A .�O ASTERISK INDICATES A SIGN 15 REQUIRED DOOR NUMBER I I i I I I 184'-1" I I I I I I O INDICATES WINDOW FRAME TYPE - SEE A6.2 92'-0" I I I 88'-1 ! I 4,_0�, ROOM NAME TRAINING S'-11" 24'-611 29'-6" 23'-611 -0"' V v 11_a31 X I 1 I I 3 --------------- ROOM !NUMBER 6 8 e Cl1 1 ~ A4.1 I I ! I I a INDICATES DETAIL OR ENLARGED PLAN � 001Nn i I I I I I I A4 INDICATES SECTION I STAIR I I I I 4. I I I H � ® j ELECT. { I I I I I I I � UP � Do r ' ' ! ' O I O O ! ! 0 KEY TO SYMBOLSO TELEPHONE I __________________ - I i E1 Dos fr- -�--- -_�____-_---- -j-------� I I I >� ROOM --- 4 1 I i---�- - - -- --FFI - - - - - - - - - -- - ----- --- - - -1- ---- - -� 1E cw SOFFIT ABOVE I �; a10 ,ELEV. � I E E i 1 cd NIRING DOB ITAIR I -- LOBBY -_ ' 11 I A ! 2 WORK CTR I I I 2 ELEV. i I I 0 1 ❑ UP � BOILER 1 I - ® - I I I UP I 7 j o03 j DD5 s I i I 1 1 I I ❑3 SINK CTR. 7 1 7 j I I I �� I -------------- ® DISPLAY CASE j E1 E1 I I ----- -_- - ------- _ I $ (3 ---------------- - -- -------E------------------------- � �5 CIRC. DESK/CTR. -- ------ - - - {---- - z __UIET -T ----- ------------- 7 --j------ X PERIODICAL 1 UIET z I s E.W.C. W/FCC UNIT r O1 j j �j 5T4��zE` I - 04 ® 5 � o � 01 a1 I I I I N P I I i I 015 I I I I - -- -44- ----------------------- -T--------_-------- -+--- �- ------ E I COMPUTER ROOM1 °0 N 4-A I REFERENCE I REFERENCE 4 5 t o1 1 I I I O 5 i I I I I >� a I � I --------- --�r --- -----1-------------- --- f- --- - N 1 ---------__ _ - - _ _----- - -- -- --------- I a I 11 I I I I i C 'm 1 I i I I I I I 0o cd C m � I I 00 I I I I I ! I 1 m C a co v CD _ ------ +�i ----- I ------------------------------- ------- I ------ - C axs --T----------------- --- ---------- -- T--- --O v C • 1 2 T { I I 3 I o • C� �,V m o17�1 + -t--- ------ - cdcam I I D 18 3 I I Q f-co r N j 5 j j UP I � I 2 I � o Ar STAIR Fr m rrTTTT-1 I I I � I IIIII It I I I I I—_—_—_—_- I ] L_—J ------------------------ --------f-- ---_ I-I — _ _o 4 _-.�_-•1 } SPRINKLE j ROOM I , , l I I ! I I j I I D19 -_ rol 020 I - I Ln DRAWN BY: I I I I ! I I 3 2 I N DATE: JUNE 5, 2000 I a C;ALIL-0" I I I NUMBER: 9605 I I I ! 5 I I I I I I I ' 1___ _-_____-_____-______-- ---L_-_---__._ ------ - --------�----------- -------------------- i i � GENERAL NOTES r- 1. ALL DEMENSIONS TO FACE OF GYP. BD. TYP. no M ! I I -rn 2. FOR CEILING GRID LAYOUTS, SEE REFLECTED �WO Q o nD I I g I I CEILING PLANS ON A2.X SERIES FLOOR I 3. SEE DWG. A6.2 FOR DOOR SCHED. PLAN 4. ALL WALLS TO BE TYPE O U.O.N. I I I I I a I I I I I �-- ! I I I I z EXISTING NEW , GROUND FLOOR PLAN 0 - LEGEND -0 INDICATES WALL TYPE- SEE DWG. A6.1 FOR SCHEDULE Q I f DOOR DESIGNATION- "ASTERISK INDICATES A SIGN IS REQUIRED Q1"'__I I € I I I I I I ! I 184"-1" TOTAL I I I I I 1 1 DOOR NUMBER € I I € 1 I I € INDICATES WINDOW FRAME TYPE ' 92`-0" E�IST. BLDG. 92'-1" NEW ADDITION O - SEE A6.2 23'-2%" 22'-8YI" I 22'-0/2" 23'-6%" _ 24'-6" 29'-6" 23'-611 �L 4' fi� ROOM NAME I I I I O� 001 - -- O j O V O I I I I I I ROOM NUMBER e - --—-—-—-—-—-—-—-—- -- —-—-—-— — -- ----- ---- ---�---- -- -- --------- — -------- - - - -------- - - ------ --- 7 3 INDICATES DETAIL OR ENLARGED PLAN 1 STAIR 1 I I I I A4. I I IIt pp 0 WIRING 1 I 5 I 6 t O I I I I I I A4 INDICATES SECTION DN NEW STACK I I I I I I I ~� rn E ____-- I � I I I I I I Z 11D KEY TO S Y M B O L S ° v UIE Cd CHIL�R E I I I I STAIR Dy �t ! i i ❑ GWB SOFFIT ABOVE rA DN I I I I I 119STAFF I ! I IrA t ME! 111 I 1 I OOM I I I I i i I WORK CTR cd {IIiIjIII IiIiIIIIi _- t----- -- IiIIIi IIII, Ia Iii 3 5 tiIiiiiI rIIIIII 1iiiIiIi i! �I�iiI 7 IiIiiIi �1 I -------- -� ®❑®®❑❑S SINK CTR. --- ----------- ------------------- - -- -------- - ------- 6 r i-------- DN i DISPLAY C A SE ------ -------- 2 Efl CIRC. DESK/CT R.12o ---- - ------------------- NEW CMU & GWB INFI LL TO MATCH EXIST. CHILDREN'S CHILDREN S �- I STAFF P�OQBAMMINQ GWBBEAM ENCLOSURE A BOVE cd CNr I OPENING FOR PULL DOWN STAIRO� TO MECH AREA ABOVE 8 I ---------------- TACKBOARD s CHILDREN'S I I ------_ ------ -- ----- -_ _ -- — ------4- ---------------------------------------------- ---- _ _ -- ------- ---- ----- -------_ - _ - --__ -- - ---------- ---------- - - s—0 � �41 — o IiiIIiIiiIIiI1,iIIIiIIIIIIIIiiiiIIi iII ------ 7----------- -1_- iiIIIIiiIIIIIIiiIIIIIIIIIIiiiIIiI IIi1IiI — ------—z—-- +E � INN" i !J 10 TiII€IIIIIIIIII�III jII(I€III' 111�. ------_`_NaN- =o" �? O INNNNN z 4 �� CHILDREN'S AV AREA Ii T__ ------ ----------------------- - ----------- ------------ I --------- r-- ----------- I -N-- - p�I�••'a�LN�LLC—s��L° �4 STORAGE a-------- ,------- 7 ------A- L ----- -------- 3 I ---__ (DSTA F ❑�ULT P S cm CONFERENCE p CD — =mO STAFF • !"'f 34 ' - ', 1 6 3 - L ---------------L------ ------T -------- -SOFFIT ---------------------- ------- ----------------a - ----------------- -------- c ABOVE CIRCULATION U (D x ESK r - ----- ------- ----------------------- ----------------------------------------- a••+ I 0 M m---- _--- (10D ----- -- i -- te103 136 - - - ----- -------------------# 0s O m z L I STAR fo LORRY a (D LL I CIRrul ATION I H o 2 D 22 --- ----- _�---� � __ . -------- __ ---------- -- ----------I-------------------------------- TAFF_------- --------------- --- i 3SSISTANTDIRECTOR i------ -------- 0 7 PERIODICAL STORAGE I DRAWN BY; COMMUNITY DATE- JUNE 5, 2000 H7_C I/ " 1`-0" 1341 1 2 SCALE;CL TODIAN 127 NUMBER: 9605 ------ ------ ------- --- ----- ----_ --- I AV I _0 I �----------- __--I GENERAL NOTESn® I 3 I(DO 1. ALL DEMENSIONS TO FACE OF GYP. BD. TYP. SERVI 0) 2. FOR CEILING GRID LAYOUTS, SEE REFLECTED WOMEN CEILING PLANS ON A2.X SERIES I 3, SEE DWG. A6.2 FOR DOOR SCHED. FLOOR ---------- - ------ -- ------ _------- -- � 4. ALL WALLS TO BE TYPEOU.O.N. /> 10'-0„ t 1 k1ol 1 I I I I f I I I I I I I € I € I EXISTING NEW z 3 1 FIRST FLOOR PLAN KEY to COMP051TION SHINGLE ROOF EIF5 o0 0 0 0 NEW METAL DOOR 11 j I 2 i 16 A4.4 I I 12 ® NEW METAL ROOF FLASHING ! I I I I I I 1 A4.5 f EXIST. CONCRETE I I I I I I I 10 12 I I I 12 I I I �16 1 j © EXIST. BRICK I I 2 1 I EX15T. WINDOW TO REMAIN I I ElI I El ❑❑ 0 i I[] El IJ 1 ❑❑ noi 0 0 �❑ i u 10 I I ® NEW ALUMGLA55 I I I I I I rill o EXIST H.M. DOOR I I I I I 1 I I NEW BRICK I H , I TYP. I I I I I I I I NEW PRECAST CONCRETE rA o � � ® NEW WINDOWS rr � NEW SPANDREL GLAZ I NG V V cd r6'�� PARTIAL ELEVATION PARTIAL ELEVATION CLERESTORY � NEW METAL LOUVER PANEL �31ye" - ,'-o" CANOPY SOUTH SIDE O cd NORTH SIDE � �X I��MAIN METAL LOUVER ® PAINTED FYPON TRIM 14 O 12 O o 12 0 o 0 A4.5 ! A4.5 I A4.5 I 4 2 SIM. I I I I I j �Q I II 4 10 II iII I ------------------- -------------------------------- ---- -------- ---------t----------------------------------- ----- 2 1 A4.5 4 10 11 16 j 16 j I V o I I i 11 5 i I Q I I I j ❑❑ 0 05 I I 0 � ❑❑ I 1 Ai I <( 5 I I I I I 6 I f I j N G c c c G c I ,' I c c I ,' ` I o 1 ❑ ❑ ❑ ❑ 1 ! 5 �❑ jI If Lo Y I FIRST v FLOOR - -------- -- ------- -- --- ---- ---- ---- -- - ----- I 1 � l 1 -- ---- ---------------- ! I --- - - I � Q - 7 5 6 9 11 1 � (D m a I I i A4.2 EXISTING I ! NEW ! I EXISTING ! ! L a F ROO R OUND --------L--------------1------------ - - I I I I I o I v C o � 2 NORTH ELEVATION 3 PARTIAL ELEVATION 4 PARTIAL ELEVATION "° "o" ENTRANCE A3.1 /8" ' ''-°" CANOPY WEST SIDE . 0 �. • � V aV m W) O� o V CD U � � L mE 14 8 Q H co 2 oO A4.5 o A4.4 0 0 I I I I I 4 I 110 16 I I I I I I I 12 I I I I I I I I I I I I 1 i j 11 j j 4 4 5 I I --- -- ---------------------- --- ----------- -------- I I I 10 2 I I I I I o I I i 1 10 'n DRAWN BY: NEW _-_ ' - _-_-_-_- T/MASONRY. T/MASONRY DATES JUNE 5, 2000 EXIST.-_-_-_ 1 - -_-_- -_ T/PRECAST. T/CONC. I I I I I I SCALE 11 NUMBER- 9605 I G 1 G G G Et O E2 I C c C A111 [Ell . EXIST. - ----- ------- ---------------------- ----------1 ---I- ---- ---- -FIRST iST.FL- ------ - -------- F LOOR j 5 EXISTING NEW A4.2 EXISTING NEW I 1 WEST ELEVATION --------------------------------------------------------------Lr--------rl------- ----------------------------------------- --------!r---'i FLOOR -- --------------- 5 A4.3 KEY (I COMPO51 T I ON 5H I NGLE ROOF 11 i 12 Ii 1 fi Ii 2 I I I ,I 0©03 EIF5 A4.4 NEW ALUM. $ GLA 55 DOOR a a A4.5 1 a 1 16 NEW METAL ROOF FLA5H1NG1 . 10 EX15T. CONCRETE EX15T. BRICK10 0 ---- ---- ---- --- ---- --- ---- --- -------4- ---�------- _ - - ------ --�------- ---- ---- �---�j ----�- -'I ---- ---- - 2 I I I � EXIST. WfNDOW TO REMAIN I � LUJ ; LUJ ❑ I 1 I LUJ LUI j �J I = I I f I I ® NEW ALUM -$ GLASS -I---------�----------------------------------- - --- -- ----- ------------- __.._--------------- T------------------ ------ 1-------- -I- I I NEW H.M. DOOR � I I TYP I I I I YP I I I NEW BRICK ..� f I NEW PRECAST CONCRETE 3 PARTIAL ELEVATION — CLERESTORY PARTIAL ELEVATION — CLERESTORY N ® N w w I Dows � SOUTH SIDE �3. /a" ` T 011 EAST SIDE (WEST SIDE SIM. © NEW 5FANDREL GLAZING I--4 cd NEW METAL LOUVER PANEL J..4 En rA EXIST. METAL LOUVER Cd TO REMAIN a a a o 0 0 0 I I I I I 1 ® PAINTED FYPON TRIM I I I ! f A4.4 16 117 j I I 2 4 © ALUM. LETTERS 11 1 4 1D I 4 I 11 I I 4 j I 4 1D , , I I I i I j A4.3 I I I N L�- I IL��J1J L1-1J III UJJ LI-LJ LL-�I I �J IUI I L/ C I I I I Q I 5 PARTIAL ELEVATION — PENTHOUSE H (D12 o o I K � o o � � O O O i O O O O O SOUTH SIDE ❑ i 1 , FIRST — -------- — -- --- I I FLOOR i CL I I I I 4 o 9 O O O x i t I 10 11 V) GROUND , I I , I i i i i i (D .2 FLOOR � ------------�---- -----------------i- -------------------- -�� ---�------ ----------- -r------- -- --------- _____ -- F-----_ _----�-----_- _-------- ---tL� a -T----- --- - ---- 8 --------------- ----I------------------------- ---------- ____------ -f------- --------- ----- -- ---- ----------- --- ------f L c� 0 •� 8 6 6 A4.4 A4.3 A4.3 . A4.3 11 (D o SIM. SIM. + o �- 2 SOUTH ELEVATION o � �.2 '/e== 1=_o== -d Lo co 40 11 10 9 8 7 6 5 4 3 2 1 C3 4) .� :3 -� c � 0 I I I I I ! I I I I I • r.y 4-0 �V m 1 i 1 1 1 1 (D 1 a = m L) 0, Cd L � o W mE °° I I I I 10 I { i 14 I I I I Q H to f I I j A4.4 4 9 2 i A4.5 I I I I 16 I i SIM. I I I I I I ! I I 12 I ! I I I I I 10 i 11 4 10 1 I I i 1 5 ; 15 10 4 I I A4.2 A4.2 I I 1,i i I I I I I I I li it 1 . e I I 6 I TA I I I - - NEW T/MA5ONRY , EXIST. ---- . DRAWN BY: I 1 DATE= JUNE 5, 2000 , 0 I I 0 I SCALE I I I NUMBER 9fi05 _ _ _ - L EXIST. 1ST. FLOOR FIRST - --- --- ----- ---- --- ------- --- ----------- - — - -- ---------- ------ ------------- -- - - ------- -- ------ -----,�-� �i.� _��- — :, I -- -------- -------------------------- -- FLOOR EXIST. GROUND FLOOR f ! --- - ' ----- ----- --------- ----T------ --- ------------- ------------ -------------I------------- ---------------j_.__-------------------_ ------------------------- O i I I � I L2 1� � Lo 15 I 5 7 I 15 7 I 7 I , GROUND -- -------- --- -------- -w---------_-- ----- --------------------4------ ------------- ----- ----------a I I I I FLOOR -J-- ------- ----- ------------I I 11 1 10 6 13 12 y 4 I A4.3 A 8 4 A4.3 j NEW EXISTING EXISTING NEW i A EAST ELEVATION A3.2 %s-- - 11-o" ANTONIA P. LIQUORI ,�- �,�� -------- ��r - �;` T M --- - BOOK 10742 PAGE 327 M�R��IA_ ___________ N pF T®� SPINDLE HYDRANT ��.` - PLAN BOOK 312 PAGE 44 PAN BppK 43 PA ELEVATION - 166.19 / --� -. - �r.__- -�- __ -=-._ _ _Y_\- _ _ -- - _ - - _ pE 33 TOWN ®F AGAWAM DATUM (N.G.I/.D.� -168-' - ---------------- T I68 _- --- - - _.----�-�:_- ----,� .c~� I?O \ `\\ \. loop' -�---_ �\ h A N TON I A E. LI QU QR I ~ % I6q �� _ =- f_-��-� ��!?,�` - �'� �Q` .-_.__��=�-= =1 �:�_ - _ S 03��3��5„ BOOK 9054 PAGE 252 170 -� ._ "r`- - �� -T- - `' - ��--Y- - - w`�"- PLAN BOOK 96 PAGE 39 ��'`-;-�'� `-ram �'=� `� 7�a � 586. En _ - /71- 171 - 176 _-^^__---_____ - _ - _ / •'� /'^178.18tb 6.92tb ~\ \ \\`� ��^ '`_,_ `_ _ -Area o y _�� ``�. � ' 177.90ep i 176.61ep \ \\ `�� ___ - - _ --_- `�_ -�'` `` _ 11Ci5r r� I--�.^-'I-7 -7� �^ - ^ --f_ ^-'/` w " !r ��I ! rf i \, -^-- --- --- _ ��` �\\ �'�� _ �J � _ r! r i - ~` ! 12 pruce ee -•--- 6� --------•---_-•-_ - _ - - -- �1 \. '., ___16 -��' -- ' 177 6 1 �' _- 1'ia \ 176.85tb s `\ J 177.20tb 6.8 _ ----_- -_��- �'' . ``_ ` ��`� i {6 °�' w 176.4 176.72ep 16 O _ .� - _... .._ �.- ��..._- �_ti ice ,\\,� /� �1 r16'S2�j4� `' Jai �-g 175 - -17 - - -- - ^ _ _ - -�- / ill 8, ! 4 , `�-__ an Otb 7.4 /7 28ep \ _4 \ 16w _--^-176 - -- - - _ - - - � � � � i7q - '�-_------� -� �� CL `-\. C7 j 7.36` �1 �� ``� 4 �\ \ � -�\� \ �� -Nb `w r r� r>> \ y `\ 2 168.0CID rT� A.C. \ _ -----177 `` -- ----- ----,---------- _ __ __ - �, -'` 1 -- ~` \ _ >> ? t ` \\ �I� �-- � r . � S 9 p - .� \ . 7 is - .1 3\ -- ------------------- - a . \ , D.M.H. 2 178 - � � cv e ___ �/� O V L \ i70 /^ \ V1 a ♦ `.': ' ca f' \ \ 1 \ 1 \ 3 1 O l ` ti! 1 M � \ Q` _ I 1 1 --- _ :: \ c� _ 0 4 - _ 17 '� n o O ♦ - .- - _._. - _ ^ �J r o P. _ \ - \ 6 I 1 _ - _ . \ . 8 I k 17 1.� ao 3 1 � - r .2 \ \ b � 1 1. � \ 1v ♦ 17\ I 2. a n 99 0 1 t ...... .... r , 1 I 17 r� 13� \ � P i------------ � K 1 _ f 1 � � r � 13 k o � lbl w .3 --- 1 \ & a \ 7 - kk � � S � t I`I \ b �^ 1 3 i \ 73.8 9e ^ P 1 _ 4 - o a 1. _ b � , o � l82 i \ ,N s. -- _ - __ o0 Cooa 74.34� \ tb - . . \ 4 1 �f oy le � \ , 8T P � h o IL2 � t 1 -18 T.r rJ r .I \ 7 S 1 _ $ ti \ A r - _ \ \ \_- - '\ t_ �IS3 �. __-- ^ O b / 18 _ \ 6 s 4 s� 0. i 1 � ll C'l 2 \ -E \T 1 cn r7 \ o NS i A i I \ T \ � w 1 �_ \ 5�# i \ _ -� r k w e- . \ . 00 \ �8 1 .57 \r 187.91 t \ { 2t \ 7 86 54e _ �� \ P r 187 �� - 40e i \ \ ,C t7� - c � 1 A` r ' �1/ \ \ ti S ti \ S 13 M � # \ 7 a, � 7 188- � \ \ -, 6 r o -et 187.52tc r ~w 187.37e V ` ! o 18 .47 \ ro - p C - oo \ - ! 00 �. Y r x ..183.85 .... .F.F.=183.86 x: r 1$ �\ :'"' .00 - 1`2.74 \ ~+ i 9- \ �1 8 k3 - -r- 17 ... .... ................ � rl1Gld 188.32 co a� _ ¢, -- � � � �+ N \ � 4 1 ric _ elect T 6 18 w Mi ns i rZc e 8 s _ ..... ..... \ _�.� - ; , ,. O ill er s \ --- U p d 9 2 c P3Lb ca _-•--- CID Co 9 \ ^� I - . I 2 t , 4-' Qa 9 \ &1 / \ 4� ( `'rho - SL 7 _ r p 4 ree • f, . i•-, ........... // q \ ` \` �``♦\ \\�`\\ �� n -82.9 4 r k !� 72" `` �3l _I� _ _ ` �\ -178 _ !� O O T.B.Q. \� '.`�4'/``\ \N- Co i Shrubs 183,64 Shrubs :� k, i, 'f84 �C'� 4" 1 re`e-- 4"Tree 2„ Wat er w m o DISK AT FLAGPOLE AT MAIN `�� ' `' -� ' _ . - 183 6 ;` 1 i, --� ` D.M #3 w �, +' oho AGAWAM HIGH SCHOOL �° 9° ` 6 _ `�^ -- 8¢ °1 ENTRANCE TO TO HIGH SCHOOL '�° 96 ~ �- 16 �s3 71tc/ _ w w • w \ M • o ENTI2 9 ,�� i b I-"Cra _� Crab. w w .. Shrub �� - r' - „ C. _� � , ""� .-� +� ELEVATION = 196.1� TOWN OF AGAWAM s ____ 191 ---- �\ �� -_-- \._, - -- - - -` � � � �1a5- �18�_ � � � 8" I.C. -__s�M.H 4 „ �_ � � � c TOXIN OF AGAWAM DATUM (N.000 .V.D.? - � .# U CD s �' r9r `\� 3 Gas sere' g ---�_. 9 1-9 3" Gas service T9r •3St� -- g g \ �°�h°e D.M.H.#4 S.M.H.#5 o 9 ?S�p r q�� . r � o 1 184.12 sit eonc. walk 82.6666 ��^`� i ` �l V od U '� '- I g e�' w - _ e e e \ t je r-I 06 C.B.#3 ` U .o ``♦�\ g0.79 ~~1 9.17tc Y'<` 187.77tc 186.09 k 184.67tc ` 182.77tc \\ 00 ER0510N AND 5EI21MENT CONTROL NOTES: �9 A ep 1 188,98ep �` 187.57ep � � 184.45e � � 182.62ep ` 1 �\ \C.B.#9 P .` y ---____•- H v1 w 10 1. Erosion and sediment control measures shall conform to, "Connecticut Guidelines for Soil Erosion and Sediment Control, The 192.88 t co `, # Connecticut Council on 5011 and Water conservation, January 1c185" as amended. . 1k 03 2. The Contractor shall be responsible for the installation, maintenance, and removal of all sedimentation and erosion control 1 i j \ \ �+\ I Q �- - - ----- N k ' measures. LU LU r! �c9 `♦ �� \\ 1 k �� /r - J U LU 5. The Contractor shall be responsible for cleaning the nearby streets of any sediment or construction debris originating from this ik rr \ \ r \ 184.85 c� project. i "\4 189.74 \ 188.43 \` \ 186.56 182.53 _ w ¢ 3 o < 4. Excess material from the proposed construction shall be removed prom the site. The Contractor shall obtain all necessary o `\\ FgB, _r __ u, o ~ a, permits Far the deposition of this material. ,�a,N, \\ '"_ a a V W `\ a a 0 W p p \ `\ o o sm `° 5. The silt fence located at the perimeter of the proposed edge of disturbance(s), shall be installed prior to any construction a♦�`N Q � o � activity. Installation shall be as per the manufacturers' instructions and as detailed on these plans. in v CI' b. All storm drainage inlets and the stormwater infiltration system are to be protected from sediment intruslon. Sediment shall be removed from all drainage structures, pipe systems, outlet structures, and channels. '� N DATE: 0-7/21/OD 7. All stockpiles of soil are to be encircled wlth silt fence. r ll 8 The Contractor shall em l0 temporary erosion control measures such as, sift fence, ha bales, stone barriers, erosion control CONSTRUCTION 5EMENCE: NUMBSCALE: I&OIcT.-0" matting, and temporary stormwater diversions, as necessary during construction, to protect the site and adjacent properties from I. Install erosion and sediment controls. NUMBER: D 00 erosion. a. All locations, including shales, lawn areas, and storm sewer discharge points, that are to receive a concentrated flow of 2. Prepare the site as noted an the Site Preparation drawing. stormwater, originating from surface flaw or storm sewer systems, shall be stabilized and protected from erosion prior to 5. Rough grade the area. Install additional sediment barriers as necessary. receiving the water. 10, Damaged sections of silt fence and/or hay bales shall be replaced by the Contractor. 5ediment deposits shall be removed 4. Install $ stabilize the storm sewer outlet(s) and any other areas that are to receive a concentrated flow of stormwater. by the Contractor when they reach approximately one-half the height of the barrier. Sediment shall be removed in a manner that 5. Begin construction of the Wllding addition, driveways and the parking areas. install the proposed site utilities. does not cause additional erosion or pollution. �, t a EROSION II. All sediment control devices shall be inspected by the Contractor immediately after each rainfall event and/or periodically b. Install pavement, sldewalks and permanent soil stabilization. 5 to r air damaged sediment control devices and to prevent further CONTROL SEDIMENTATION � I G� ' CONTROL during a significant rainfall. The purpose of the inspection 1 .pair g P 7. Complete the building addition and site improvements. C N erosion. 4 IV 8. Remove all accumulated sediment from the sediment barriers and the storm drainage system. areas are to be stabilized as soon as ossible after construction. Areas to be left bare for more than fifteen (15) Q�oX 12. Disturbed days shall be treated with air dried wood chip mulch or seeded with perennial rye-grass until final grading and stabilization. a. After final stabilization of the site, remove all sediment barriers and restore any remaining disturbed areas. +r-#.ra*va 15. All disturbed areas with slopes greater than 5:1, shall be stabilized immediately with an erosion control matting. The matting shall comply with the requirements of "The Commonwealth of Massachusetts, Massachusetts highway Department, Standard 5peciflcation5 for Highways and Bridges". Install according to the manufacturers instructions. CLARK G19EERNG CIVIL NGINELRING P.O. Box 419, ranby, CT 06035-0419 O CT (860) 653-4352 MA (413) 564-0167 FAX (860) 653-0415 LO - - ANTONIA P. LIQUORI T.B.M. Zonin Re BOOK 10742 PAGE 327 ME-RI��AN �F P TOP SPINDLE HYDRANT 9 D1sr�Gt LAN S00 ELEVATION = 166.19 Side yard setback nnya A;2 PLAN BOOK 312 PAGE 44 K 43 pA e (15 ) GE 33 TOWN OF AGAWAM DATUM (N.G.V.D.) LT ANTONIA E. LIQUORI S 03.13 BOOK 9084 PAGE 252 } PLAN BOOK 96 PAGE 39 4" P IN wH1 LT �~ _ _ LT 586.56' LI , TT-PI AL 33 PAC ® a' 15' M LT � - _ 9 L4.3 A- 20.0' 1 1 TYP rea o u bs 3.0' TYP 16 PAGE ® Q' 18' MI R 13 .27' 4" AIN WHI LT pru j L I E5, I G • A MA GH I T. R 160.0' 24.0' TYP .,I,,, A @ • 12 Spruce 4„ ee L .3 W1 TH R 60.0' 16 AGE ® q'x 8' MIN = 144.0' 1 R aS' L4.3 • ce 3 L4.3 1 'ram R 5.0' END ? O O 0 O R 320.0' L4.3 CURB �� Q g 2.01 10 O R 36.0' 4l i C :,. LT R I5.0' L4. TYPE '�4 + 8 B L4.3 ".�' f . 10 TYPE B U O 9 1 L4.3 �\� 1 ) . ` L4.3 1 I1 w 1� L4.3 L4.3 � LT 0 + r,' 1 L4.3 A R 338.0 B 0 O LT o4 x3 -2`y r:;; R 51 �--i ❑ ❑ ® Dc � OIL I%� t r` . L4.3 L4.3 A OSSYVA K5UU Qr�� ;g;.'T A.C. A.C. 1 V1 m m 3 1 �Di / L4.3 + I/ •. R 362.0' L4.3 R 15.0 1 18.0' L4.3 L4.3 << �/ ^ I sitL4.3 -•i _ �...: =R 2.0' A4.2311 1 3TYPE G 16 SPA ES ® xI8 IN. - 144. O t,,. GU °.� ' L4. V / D.M.H.#2 L4 LT LTo B 2 3 1 Lr�o A �' f L4.3 L4.3 L4.3 L4.3 E.T. I o. .. 1 .3 4. t` A {.; �' : MAIN R '_- _y R 12.0' 24.0' 1 2 R 12.0' R 31 B S I LT R 5,41 L4.3 3 :. , 1 .. 00) TYP. L4.3 L4.3 -' #1 ::. o 6 6N s� 13 SPACES a x M1N., L4.3 : .. L .3 00 ' I HG SPACE ®12' 18' + 'x l 8' ISLE = 152 0' : ".; , t 4" AIN D W ITE '" L4.3 .O' L I 5, TYPICAL. + 10 20.00' '. : O 0 (O LT m � � `. TYPED 8 •, n yLT RISERS .. ... (O LT I O W 3 2 t O �J ____ S 1 , LT L4.3 L4.3 BIKE .. O []V. O • LT 1 12" TRANSITE 8„ V.C. �-_ �� S.M.H.#1 �2 SANS RACK x . :.: ND r 4" PAINTED L ...... ........ V �r 4. GU Z7 �--- V d HG SYMBO :'.:..: :. :. C. TYP. OF 4 •:� ;;< r. 1*�C{3T.:FLA&POL. T0.8� -� _ RELOGATED:..-GON5TRtJGT BASE TO MATCH ORIS-INAL C O L T`r'P. OF 3 L4.3 5.0' : a O T L4.3 (b n CTl s F.F 183 8fi x. 515N "HC- b '` � ` x -183 85 VAN ONLY", L4.3 :->:: �' .. .: R' 5 E 0 g7.SIR 3 O LT : .. 1 :t.. :� �., 4 VICE y nd electric a1110 V nde"T -- r)a O I D TIC, LT C -4 n 4.00' + BENC $ L4.3 B. 8 A Q va LT 0 . ..;: (TYP. O� 4" ree ATGH EXIST. Q 8 (4) ER5 Riot� O-R20.00 IDTH ( YP� • � O A L4.3 (TYOF 3) r 12' G O T.B.M. �. Shrubs Shrubs s 'Y:. er w •�� DISK AT FLAGPOLE AT MAIN � / ' � � # 4 Tree 4 Tree 2" Wat AGAWAM HIGH SCHOOL �� 6.5' L4 vv 3 • w w ENTRANCE TO HIGH SCHOOL 4 b „ w '" O S 4 Cra w ~ TOWN OF AGAWAM w Shrub c. �•I •}, ELEVATION = 196.19 ~•�' r. 4 :; S.M.H.#4 7:1 c1 o O 1� L4.3 MATCH 8 V,C. 5 C. �_ 0 TOWN OF AGAWAM DATUM (N.G.V.D.) ISTiNv00 - 3" Gas service s 9 L 39 Gas servi 9 g `� '-' 9 ~�� D.M.H.#4 S.M.H.#5 GR WA K :',: , .. 'i- }� +5 p Bit. conc. walk s ► U O55 L �,' O0 (2' SOLID B 4.�#3 e e e - -1 1' APART, TYP j GENERAL NOTES LAYOUT: I ,� v „� o 1. PRIOR TO ANY CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL ESTABLISH ADEQUATE LAYOUT INFORMATION t A 0 r iU-1 00 FOR PROP05ED WORK TO ALLOW FOR THE EVALUATION OF ITS RELATIONSHIP TO EXISTING SITE FEATURES AND 1 0 C B'#� v Q,' VEGETATION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE IF ANY SURVEY INFORMATION IS L4 3 A A C.B.#10 `� INGORREGT. IF REQUIRED, FIELD MODIFICATIONS AS AUTHORIZED BY THE OWNER'S REPRESENTATIVE SHALL BE MADE TO PAINTED SAVE EXISTING 51TE FEATURES OR VEGETATION. A GROSSAALK Cc N 1 S� N 2. SITE LAYOUT 4 PROPOSED GRADES ARE TO BE STAKED IN THE FIELD AND APPROVED BY THE OWNER'S 0 o O REPRESENTATIVE PRIOR TO THE BEGINNING OF CONSTRUCTION OPERATIONS. 1 � V ~ I.- au 3. THE CONTRACTOR 15 RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE CONTRACT LIMIT LINE DUE TO v� V +Fi, nx CONSTRUCTION OPERATIONS. z Q 0 ,' -. " 6.00, a a a 4. THE CONTRACTOR 15 RESPONSIBLE FOR LOGATIN6 ALL UTILITIES IN THE FIELD BEFORE BEGINNING ANY EXCAVATION. J Q a}N GALL 48 HOURS IN ADVANCE FROM ANYWHERE IN THE STATE OF MASSACHUSETTS, "GALL 1-888-SAFEDI6": H 1-888-723-3344. z _ o J J In v, m 5. THE CONTRACTOR SHALL MAINTAIN ACCESS TO FIRE HYDRANTS AT ALL TIMES. 6. THE CONTRACTOR SHALL COMPLY WITH ALL STATE, LOCAL AND FEDERAL REGULATIONS. 7. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR OTHERS TO ALL BUILDIN65 AT ALL TIMES. DATE: 07/21/00 SCALE: 111=20'-011 8. TREE PROTECTION AND FENCING SHALL BE INSTALLED AND MAINTAINED IN PLACE DURING CONSTRUCTION OPERATIONS. IT SHALL BE REMOVED ONLY WHEN CONSTRUCTION OPERATIONS ARE COMPLETE. NUMBER: gFjOI cl.00 01. CHIP SEAL THI5 BITUMINOUS CONCRETE PAVING TO MATCH SURFACE OF DETAIL A/L.4.1 \`��RV1111II II lRf�rItfhr�' r`�P�ACHU,SETl�% t w A ~ SITE PLAN 24 MARK ENG G CIVIL ENGINEERING P.O. Box 419, Granby, CT 06035--0419 CT (860) 653-4352 MA (413) 564-0167 Lol FAX (860) 653-0415 ___________________ �� ANTONIA P. LIQO >�.WI-r5.8o s .B.M. --- ---- ----=-_-�- _ __- ' , PA�, ivV �r.72 L.4.1 112 -IS G.P.E. -S ® 1.25s� MERIpIAN F P�qN T __________ ______ -------------- -- p TOP SPINDLE HYDRANT STORMWATER INFILTRATION SYSTEM _ ---- _ 16a� ~- ��-F - PLAN BOOK J�1 PoAGS ��#-r BD�K 43 PAG ELEVATION = 166.19 __- - � _ J +� 5 3 L.4.3 L6 ---- 168 _ Q_-15-G �.f - c INV.=165.22 _ _____ - � L41 3 TOWN OF AGAWAM DATUM (N.G.V.D.) -� 'x4'x4' GONG. GALLEYS,- _ I?O 2.009b -- OUT�LRUG�� `\` \X� � T.F_=17f. M.H. T.F.=16�.63 HEAVY DUTY ELEV. BOTTOM - - - ---- - 6 OF HEAVY DUT ELEV. BOTTOM - - - - - ------ J _ __ _ _ 171 - --- INY.=1b3. 2 ANTONIA E. LIOUOR s - I6a - _ I a _ - _Z�F.=1�-x�r - g _ ��__ -_ _ S 03°�30 BOOK 9084 PAGE 2 L-4.1 a4cINV.-MATCH EXI5T.061.54+/-) 175_ ?3- - 6•&�30'` 'f`!i- 1 - _ 15 W_�� bINV.=f61.50 ' DB!-• RA 50'-1 " G.PES -- - ' --- - - - - biNV=I&�:o - 67 _ PLAN BOOK 96 PAGE 39 -, 3 174 ` '- 5 - 86 2 28'-IS" G.P.E.P-S Q 0 L.4.1 T.F.= 7� - - ®_L ---- / - ` - I75 �I` 168 _ - 56 L.4.1 i.28% �� ---- ---- ---------- INV =1 1.�5 _ ,'� 17 _ - 69-~T'- ~`� - _ _ _ _ -_------171 1'TI - T 17E, __ I' / .`�� 78.18# - 177 1 �� -- - - - rea o 7� `- - - G.B. T.1= _ -- - ----- ---- - 76.92tb 6.61ep \ _ _ --- _ `` L.4.1 w �-165- 6� w _____ -1T}- -- - _ f 'r r '`� - - -- _ - '� � z~~ u afNV`. •1bb.l l � n 72 M,ANHO1.1E-fIRAM€-d-E4�R`w/ 17 -� Gj 1 i ~,�D• _ _ - _ -- `�` INS 1 .Q7 INV.=171. � - RISERS TO GRADE, TYP. OF 4 L.4� �. L.4.1 �f.F.=I'7�.63 � t L.4.2 1 `-_ _ - -` - - ~`~ ~ \'` \ ` \ � -! ' 12 uce ' -5_ 4" ee __*_- "y`• _____-_ J ~r�INV. 13.20 + IFS 1-76.50 - - '` ` L.4.t 17 ® .00�5 _ - - - - 177 1-I'1 �_ 178 ` 17 tb �s INV=I7�60� � 445'-I G1a ,, , �` � _� T.F.=168.10 4- - - -- - ---- --- ___-_17�- J a 17 c G17 'iA f.2 INV.=161.8� 16 °' 16.87 _ r r . ` l�dr O 0 O _ �� P. .P S t67 •�__-- -__ '' CD G.B. , / `\\ a � '� `�\ ` `♦ �` _ _ 5 _ _ - - ; f N17�.-16aso , ;: 17S \\ 6b i 1�1 I'75 - -17 - I V.=! 50 l - - lt�V.=1'7l.5 I 8` `� ? ^..R.'' ,.. .¢' r__ - \ 7 a �� ? q ,,\\ - O T.F.=I'78.50 I ' 7 { TA - OM OF DE c ` `\ 1 `� ' x `. BAND O BLDG, f83.35� \ \ O 4 U INY.=i-T5.O0 - "` b - hM a 184a--- �.�. � _ IN 5 `_ ~l _17 - -...._ - - - - - - � 17a .-' �' 76'-!9�G.P.E.P-S �!�' ` " :�. - FLUSH ' \ G•. V.- \\ �� 68-�`_ lib --- o /� D _ y �� 168.26_, L.4. 1 o --- ® 3.ra r:, . ,4 Fi- 180 Q _ `' {1 r>?2 `` l sg.o m - _ zo ,% 1-1-7177.0 4.2 F.=17 .00 17q « 6` ..FEND _ I V,-1 0o rCD _ -178- - - --- - __ "o / ;; I ,��74?;U . e . Q.M.H.#2al - fFY.EXIST:. � G 0a b � .. $5.116:Q5 AVER ...... `�"' `` \ `,8 I'70 a � v l \ ��- `� o " y r� 7 �-_ F F 17$.59 F.F 173 52 y INV.=165.5o r� R� e --_ - - E 16 73 I \ I w � 1.009� �` :' ET. i�LUSH (FLU51-1J \ l , t -3 o __-____ \^A-- i! .® o `y C)' MODIFY E�CIST. M.H. T.F.=f7q.55 :. ...:...: ' 'r �' �1 l STfZUCTUR ® `� .�� p h+.i f81.5 181.2 6 PAD = .� ,; ' `I 61 ,4- y8 G.P.E. ® 1.009b �j\ L.4.1 / //' q '� y 2.00515 2 2fl 3. - -- - -- - - _ - aINV.=174. I80.6 x . .. .. .... , �, �\ r L.4.1 IN TF= I' 2.80 # ;:.. .... \\ k _ C #7 173.2 b� Y I SQ r 18 O ` NE F. I6�l.SO 172.99 r O TNV.=168.08 - i . . .. 1 +� TYP. t + 17� - ® .. . . \ ` - - Lv 00 4. P m , (V q y •---- 1 � 183- -____ ----- - - - - --- \� 2.0 Jb . ` >5 Q� �\ �2- -.H. T.F.=l78.63 182 u 2.0 ......... ` �. ` '&S o t 1 �n U fi - �` 73.89e 3. - a 181.f0 182 1. t F, :''j$: .: ::. �� `` �` W P `.1 [� L:4.1 0 -_ _- ' _ 18l.4 bTG'181. '' 174.34tb F73.4 t '. a k� =MATCH EXIST. �T- 182 1e _ (FLUSH) 1 2 82 fd\ G.P.E.' \ , 4 - - \ / VJJ L. .1 /5.7 7 7 cIN �3 - \ � 4 7 _ - \ 83 S I .58 ----- - ---_ - \ \ 4 t -._- 186 - - � - _ 0 r 0 I7 � co o rn 3 12" _ 8 185 S.M.H.#�1 __ -RASIT ~ / (3 RISERS ,� .. . ... , w - N51 .. .. �^ EXCAVATE GA�EFUtL'i� N - i ,�'•-,:,�:- r: .. ... .. .. .. .. 00 00 ��=� 186.93tc _ - THI5 AREA TO PROTECT v - \\ i 7 t;? 186.54e 187.91 tc __ - C. / t I `\ ` \ :.�.. P 187.40e �'E�Cf5TING U'TIL�TIES- `.* 8 `-�_ `� .:; i 1' :3 3; �1 \ \ \ \\ ' M.H. _ �, �: . :.,{ rt CS�:b '� c lBS'3a ...... I \ A\ �\ \ _____ ® :I '24.1':^ I' 45 . \ , 1 A.D. �` y L.4.1 =186.5 L.4.1 ----- - �:;;' :. a...: �y,, 3. 185:6=i \ 1 0 \\ \\ t76 \ .�. _ T.F. O '. S.M.H 2 , 2 y. �' •'; �;;. . � _ - T�'#} 18 INV.-MATCH EXlSZ.---- -----188 --__ '-I2" E. _ x; y y \ F i _176.q T.F -IQ4 �' '`3r` a i y (I~L SH) ` 76 Q, n MEET LINE d GRA 187.52tc / 4.58 8' 00 1\''a INY.=172.50 F T VEM N 187.37ep / l8$ \ \ `, �C` u,~ �}� 18 0 182.47 \ 1�, \ I-16.85 l O I 4S / �8 A' � _ g ..F.F.-183.86 x. r- \ 1 , NE�XGAVSATE G,4 �...:.:::::':' 00 \' 1�2.74 i ! 17� - TH{5 ARER TQ PRdTEGT 8 \ >, ;":•,•.:'.'.., 'T? rn. 0) A � -- `` UT TICS. E `\ 13 `\ B \p -188- \EX15T1NG 1Ll 18 f.,.. _ 2 `Ti^L=RIM \ 7 _ :>' I'�l6 c� m 188.3 ^ _ Eat. w - 1rI8 :� ` !� electric e �� - ,, N. .. IS �, �;N 78 4 0 5T1G err r, 9 - ___ .� t„a 0a 00 Urtd g ou 9 2 ��} \�.:. bb .?< \ 183.0 - GI - - - - ....-- "// .LJ. $ ` � ` _ -... ` `7�V p�-- " .` C' �` TS $8.2 4id `#2fSER - r 0 •� O � � •� @� 186.7 9 \ �Scd .4: 5 18� _ �, rt$3:$5 r 782 e� ` \ o, 18,9 9 ` (4 R 184 (LUSH y . 181 ¢ + CD Q I. � �h ru b b0 i O : \ \ `\ r t J� _I� ` 0, 4„ reeNN N r -178- --- • >1--� 0 0 . �\-� w. 182.9,_�- ' �� ` _ 12" \\\� r \ �\ •,-, o T.B.M. %%, .: `_�B vI 77 * X6AVA Shrubs 183. 4 Shrubs '• `: �184 4"Tree` 4"Tree 2" Vat er, w � N o r DISK AT FLAGPOLE AT MAIN h`O TG Igl.5# `RI ER5), -- S RE 183 6 YD �" 182. i.:. --t _D.M #3 ENTRANCE TO HIGH SCHOOL AGAWAM HIGH SCHOOL ,�" r Cr i -- E' ING _ _ "Crab. - ss�t��-- - y 84 _ _ w _ so �` �> b 4"Cra C w- w __ '`tea ELEVATION = 196.19 TOWN OF AGAWAM 9s _-- _ �e� -__ _`" - - - - - --185- :1 shrub 7 8" V.C.-` # - C. \ �\ � o _S.M.H 4 TOWN OF AGAWAM DATUM (N.G.V.D.) s e , ` ` s „ /s '�a:�.• `' __ 3g Gas ser •C.`- \ -� \\ o - � , 3 Gas service �sr,3Stc ;, ` - _ ___ 9 g g o h l�.MJH �4 S.M.H.#5 'b p w :.,; ;..' ;.... ! :.. $ 154.12 82.66 GENERAL NOTES GRADING: _ _.>' :r �., _ _ 1 4 HIS 1 .99 C.B.#3 - 18 e_ _v e e e \ % �--■� I. PRIOR TO ANY CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL ESTABLISH ADEQUATE GRADING INFORMATION ~ FOR PROPOSED WORK To ALLOW FOR THE EVALUATION OF ITS RELATIONSHIP TO EXISTING SITE FEATURES AND \\`� 1 \``xr9Q9gtc �' ``� - � ~ - ` \ \ 781' *� U �o VEGETATION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE IF ANY SURVEY INFORMATION IS `\ �D �9e 1 9.17tc \ 187.77tc 1 \ 184.67tc 182.62e INCORRECT. IF REQUIRED, FIELD MODIFICATIONS AS AUTHORIZED BY THE OWNER'S REPRESENTATIVE SHALL BE MADE TO \�`q� 1 yy� p M.H. ( 18g ggeP \yy 187.57ep 0 ��, \\C B #g 184.45ep �; �\\\182.62ep `.\ �- °O SAVE EXISTING SITE FEATURES OR VEGETATION. L.4.1 ', ` `- 1�2.8a 1 t i G.13.#1p T.F.=l eb.80 y 1� \\ <', 2. 51 TE LAYOUT 4 PROPOSED GRADES ARE TO BE STAKED IN THE FIELD AND APPROVED BY THE OWNER'S y NN INV.= ` - v CO REPRESENTATIVE PRIOR TO THE BEGINNING OF CONSTRUCTION OPERATIONS. ~ir r 1 �'\ �\ J�6; 'i \i N _ N r 1 j O 3. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE INSIDE AND OUTSIDE THE CONTRACT LIMIT LINE DUE TO i r1 �O 119 `� \\ L I \\ qD V CONSTRUCTION OPERATIONS. 1 ;� ` �`� �1� �`\ � �� I i _ L 189.74 \` 188.43 '\ �\ �6.56 ' 184.85 t �` cn v ,: n x 4. THE CONTRACTOR 15 RESPONSIBLE FOR LOCATING ALL UTILITIES IN THE FIELD BEFORE BEGINNING ANY EXCAVATION. \ `�� 182.5,3 0k < o a y t � Q 30 < GALL 46 HOUR5 IN ADVANCE FROM ANYAHERE IN THE STATE OF MASSACHUSETTS, "GALL I-858-D165AFE" •� ~`rg _-1±33""� z ►�, o I-888-344-7233. 160 \� 8, \ J Q W V aa&N 5. THE CONTRACTOR SHALL MAINTAIN AGGESS TO FIRE HYDRANTS AT ALL TIMES. �` Q ° m a Q Q :; gym 6. THE CONTRACTOR SHALL COMPLY WITH ALL STATE, LOCAL AND FEDERAL REGULATIONS. J J �n cn 7. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR OTHERS TO ALL BUILDINGS AT ALL TIMES. 8. PLACE EROSION CONTROLS AS REQUIRED. MAKE ADJUSTMENTS TO LOCATIONS AS REQUIRED BY FIELD CONDITIONS °' DATE: 07/21/00 AND AS AUTHORIZED BY THE OWNER'S REPRESENTATIVE OR BY LOCAL AUTHORITIES. ~ SCALE: I"=20'-O" a[. MAINTAIN EROSION CONTROLS BY RESTAKING, RETYING, ADJUSTING OR REPLACEMENT AS REQUIRED AND AS DIRECTED BY THE OWNER'S REPRESENTATIVE. REMOVE EXCESSIVE BUILDUP OR SILT. NUMBER: g6OIGL.00 10. DO NOT ALLOW CATCH BASIN SUMPS TO FILL WITH SAND AND SOIL. 11. AS CONSTRUCTION PROCEEDS, FINE GRADE AND MULCH AS SOON AS POSSIBLE TO rREDUCE RUNOFF. 12. PROPOSED GRADES INDICATE INTENT. THE CONTRACTOR SHALL VERIFY ELEVATIONS AND MAKE ADJUSTMENTS AS d``' ySACHU�f�n'yi� REQUIRED AND AUTHORIZED BY THE OWNER'S REPRESENTATIVE, TO MEET FIELD CONDITIONS AND TO PROVIDE POSITIVE \ S S jJ SURFACE DRAINAGE. �° SITE 15. ALL NEW PAVEMENTS SHALL BE PITCHED 50 AS TO PROVIDE COMPLETE AND POSITIVE DRAINAGE. ADJUST EXISTING -" GRADING Ft DRAINAGE 5TRUGTURE5 TOP ELEVATIONS AS REQUIRED. vi a LA i�q - 2 ,� UTILITIES 14. BLEND NEW GRADES SMOOTHLY WITH EXISTING, ROUND TOPS AND BOTTOMS OF SLOPES. �. � 15. FINISH TOP ELEVATIONS SHOWN FOR LAWN DRAINS, CATCH BASINS, ETC. SHALL BE SET AS REQUIRED IN ORDER THAT ALL SURFACE DRAINAGE 15 INTERCEPTED IN CONFORMANCE WITH THE INTENT OF THE GRADING PLAN. �? -?�`�14, a wrti'rvr'Y" 16, TREE PROTECTION AND FENCING SHALL BE INSTALLED AND MAINTAINED IN PLACE DURING CONSTRUCTION OPERATIONS. IT SHALL BE REMOVED ONLY AHEN CONSTRUCTION OPERATIONS ARE COMPLETE. WOODED AREAS WHERE CONSTRUCTION DOES NOT OCCUR SHALL REMAIN UNDISTURBED. ENG G CIVIL FNGINEFRING I-1, ALL DISTURBED AREA NOT COVERED BY BUILDING, PAVING, PLANTING BEDS OR OTHER IMPROVEMENTS AND NOT DE5ICGNATED ROCK SLOPE OR LEDGE, SHALL BE GRADED, TOP501LED TO A DEPTH OF 6" AND MULCHED. P.O. Box 419, Granby, CT 06035-0419 CT (860) 653-4352 MA (413) 564-0167 L02 FAX (360) 653-0415 ANTONIA P. LIQUORI T.B.M. Ps — 1.. BOOK 10742 PAGE 327 11-RIDIAIV OF p�N TOP SPINDLE HYDRANT t ;� �` 44 BOp� 43 ELEVATION 166.19 PLAN BOOK 312 PAGE pACE 33 TOWN OF AG Flo I ANTONIA E. LIQUQRI SB _ ® , _ s o3•�3=75„ BOOK 9084 PAGE 252 ABA , PLAN BOOK 96 PAGE 39 S PS ` 1 2 0. ABB VXM " t 3 ABV t Aec AB PSY rea o r • ABB '� ' • ABB • pr U �� f I 3 S ' 12 Spruce 4 ee s. ' CL t t PtY ce B 3 f 3 CK CL MGT �� O HP 225 ; VS LAWN 024a O.G. 120o t o `�i a SPAGING cvP LAWN• ec RHY ct Qc ~ (SEE G I AL NOTE) 4 w x : LAWN' t 0 3 RFSP y r 'p RHY BP " f 0 P-� �I LAWN °' RHc y .. ti - • • •.r ..... . .. ... ..... .. . ® y yy y y ♦ ` D.M.H. 2 ....... . ......A ............. ... o y ..... .. . : ..... ..... , y LAWN ABB ® o'.. w CIO 0 ' O (D) - M #1 Co n I 3 3 SCV .... C.B..#� O PO y ++++++++++++ 2t o [3 B 0 . . . . . . . RHY ; ct 23 ++ANNUALS ; 01 DB HBS ++++(NIC)+++++ 4 � V + + Y . + Y + ++~++++ .. r: ct Pz :. = f. . 0 - ..... 9 DB C7. a.' PGM - --- V 72,;.. 0 B s TRANSITS -- T T� 12 -.X;X � -R4N ! t �- —_ 8„ - cL O rt r �C7 LAWN -� LAIN �f t S.M.H.# s axL coc .. o o tt. o IXC + + c 1.AAN 13 ANNUALS x =183.85 F �.=183.8fi x: a +� + L^/l� 1 y m PRP �x C. , y ........ .. 21 electric e ' ...... " y x y : 42 ree a G o �nd LAWN y .. t vM H ''• 4' ss� Under,:), _�---f` y y CD 5 $ RHY. Yc 3 " y CPB �} ' @ • 0 1J _. -- ................................... y y ^ ..... .. ....... .. ... Y ] ` LAV�iN t• x MCS I Lb • , , __ _ ... ... ... - y y y 3, . _ • \V AC• •50 Shrub y 8NH RHY• " f e C7 cz T.B.M. 4� .. APD - e � Shrubs Shrubs •.� '„ DISK AT FLAGPOLE AT MAIN .• . - . • . . . . . . . -�—�., . • � " '4--Tr�e•� .2' Vat s,er w o AGAWAM HIGH SCHOOL O '�� ' LAWN ~� • o ENTRANCE TO HIGH SCHOOL c�`z w ; . S fa "Crab_• , w w..: t ELEVATION -- 196.15 TOWN OF AGAWAM O 4 Cra w, '!r' LAWN shrub' • �--i O $., V:C. 1O S.M TOWN OF AGAWAM DATUM (N.G.V.D.) O — cc Cd — LAW Gas serv' 3 Gas service 9• • g'' S.M.H.#5 t~� rr �, o PLANT LIST g - L _ e D.M.H.#4 . t� U U COMMON NAME SIZE ANTS C.B. 3 " Big cone. walk e S �� e SYM. QTY. TECHNICAL NAME CO COMMENTS # AWN e .,� o00 DECIDUOUS TREES i v U O AG 5 AMELANCHIER CANADEN515 5HADBLOW V HT. MIN. BffiB APD 2 AGER PALMATUM DISECTUM BLOOD600D 4' HT. MIN. 5413 1 C.B•#9 AS 3 AGER 5AGCHARUM SUGAR MAPLE 3" GAL. MIN. B45 0 v C•B-#10 BNH 3 BETULA NIGRA 'HERITAGE' HERITAGE BIRCH 5' HT. MIN. 545, MULT15TEM o BP 3 BETULA PLATYPHYLLA 'WHITESPIRE' WHITESPIRE BIRCH 8-10' HT. 545 0 GG 1 CER0I5 GANADEN515 FOREST PAN5Y REDBUD 6 HT. MIN. 545 1 0 N GF I GORNU5 FLORIDA FLOWERING DOGWOOD 8' HT. MIN. 545 CD � C pkn GL Cl GLADRASTIS LUTEA YELLOW WOOD 3�� GAL. MIN. 54B 0 GK 3 GORNU5 KOU5A "GHINENSIS" CHINESE DOGWOOD S' HT. MIN. BBB FSP I FA6U5 5YLVATIGA 'RIVER5I1' RIVERS PURPLE BEECH 3" CAL. MIN. Bd B oc - " oa MGS 1 MAGNOLIA 5OULANC7I ANA SAUCER MAGNOLIA V HT. M I N. B$B "i Q 3 ° " M6T I MAGNOLIA 5TELLATA STAR MAGNOLIA 5' HT. MIN. 5$5 O o G a ate ? O 3 PLATANU5 OXIDENTALIS SYCAMORE a HOSE- (1•2 5" GAL. MIN. 54B a w P FRICTION GUARD- REINFORCED RUBBER n cVn �� " 5 PLY) PLACE AT FIRST o o m PRP I PRUNUS SUBHIRTELLA PENDULA WEEPING HIGAN CHERRY 2 1/2 GAL. MIN. B$B z z o BRANCHES a a ,: EVERGREEN TREES CREPE PAPER TREE WRAP TO .J J S U ABB 6 ABIES BALSAMEA BALSAM FIR 5' HT. MIN. BBB GENERAL NOTES PLANTING: 5 ($UY SECOND # 12 AIRE NEN ABC 5 ABIES GONGOLOR WHITE FIR 8' HT, MIN. BBB GALVANIZED ANNALED SPACED ASV 3 ABIES VEITGHII VEITCH'5 SILVER FIR 8' HT. MIN. 545 I. AS CONSTRUCTION PROCEEDS, FINE GRADE AND SEED OR 50D AS SOON AS POSSIBLE SPACED 120'- SEE PLAN DATE: 07/:21/00 GOC7 1 GHAMAEGYPARI5 OBTU5A GRACI1_I5 DWARF HINOKI CYPRESS 3' HT. MIN. B45 TO REDUCE RUNOFF. FLAG - FLUORESCENT OR REFLECTIVE � 11 10 1 ILEX OPAGA AMERICAN HOLLY 8' HT. MIN. 545 SPECIAL NOTES PLANTING' 2. TREE FENCING SHALL BE INSTALLED AND MAINTAINED IN PLACE AT EXI5TIN6 TREES 3 TREATED STAKES EXPOSED SCALE: I 1�=20 -0 PS 5 PINU5 5TROBU5 WHITE PINE 5' HT. MIN. 54B ' DURING CONSTRUCTION OPERATIONS. IT SHALL BE REMOVED ONLY WHEN CONSTRUCTIONs NUMBER: Cl(oO19.00 50V 1 5GIADOPITY5 VERTIGILLATA JAP. UMBRELLA PINE e' HT. MIN. 54 B I. TEST 501L IN THIS AREA FOR APPROPRIATE ACIDITY HU REMOVE RLAP, WIRE 5A5KET LEVELS FOR GROWN VETCH. 1F DEFFIGIENT, SU$STITUTE OPERATIONS ARE COMPLETE. AND TIES FROM TOP AND 5IDE5 TO B THUJA OGGIDENTALLIS "SMARAGD" EMERALD GREEN ARBORVITAE 6' HT. MIN. SIB 505TON IVY 0 51MILAR SPACING. 3. ALL DISTURBED AREAS NOT COVERED BY BUILDING, PAVING, PLANTING BEDS OR OF B BALLS FOR BOTH TREES PSY 4 PINU5 5YLVESTRI5 SLOTS PINE 10' HT. MIN. B4 B OTHER IMPROVEMENTS SHALL BE GRADED, TOP501LED TO A DEPTH OF 6" AND SEEDED 2. TAKE SPECIAL CARE TO PREVENT ER05ION ON THIS AND SHRUBS DECIDUOUS SHRUBS (LAWN MIX OR WILDFLOWER MIX AS NOTEDl. PLANT BEDS SHALL BE TOPSOILED TO A 1 I/2" MULCH DEPTH CD 42 COTONEA5TER DAMMERI X CORAL BEAUTY CORAL BEAUTY CONTEASTER 3 GAL CONT. SLOPE. STABILIZE 501L SURFACE v41 ANCHORED HAY MULCH, DEPTH OF 12". TREE $ SHRUB BED EROSION BLANKET, OR HYDROMULGH PRIOR TO PLANTING, 4, IN ALL SHRUB BEDS TO RECEIVE MA55 PLANTING, PROVIDE PINE BARK MULCH AS (TAPER TO I/2" ! TRUNK) \,.`` ��S�ACHU,c£jf�i l DE, 2 DAPHNE BURKWOODII "CAROL MAGKIE" CAROL MAGKIE DAPHNE 3 GAL CONT. PER EROSION CONTROL PLAN. DETAILED. ESTABLISH A NEAT, SMOOTH EDGE BETWEEN MULCH AND LAWN. PLANTING Mix (TYP) \# �� A' cF VXM 15 VIBURNUM X "MOHAWK" MOWHAWK VIBURNUM 5 GAL CONT. e VM I VIBURNUM X "MAVIE5" MAVIE5 VIBURNUM 5 GAL CONT, 5, REPAIR STABILIZATION TECHNIQUE AS REQUIRED AFTER 5. ADJUSTMENTS IN THE LOCATIONS OF PLANT MATERIALS MAY BE NECESSARY DUE TO I MULCH DEPTH o SATE EVERGREEN SHRUBS PLANTING OPERATIONS ARE COMPLETE. LOCATIONS OF UTILITIES. ADJUSTMENTS SHALL BE APPROVED BY THE OWNER'S f ($ROUND COVER / PERENNIAL BEDS PLANTINGREPRESENTATIVE. (KEEP MULCH OFF CROWNS) �, GPB I GHAMAEGYPARI5 P151FERA X "BOULEVARD" 50UARRO5A BOULEVARD 5' HT. MIN. CONT. 4. IN AREAS TO BE PLANTED W/ ANNUALS BY OWNER, THE IXC 11 ILEX X "CHINA GIRL" (I MALE) CHINA GIRL HOLLY V HT. MIN. CONT. CONTRACTOR SHALL PROVIDE A 12-INCH DEPTH OF PLANTING 6. PROVIDE AND INSTALL ALL PLANTS SHOWN ON THE PLANTING PLAN DRAWINGS; THE _•Y _ PLANTING MIX (TYP) QUANTITIES IN THE PLANT LI5T ARE PROVIDED FOR THE CONTRACTORS CONVENIENCE — :-' Y '.;:':IIII I- J55 5q JUNIPERU5 SABINA BROADMOOR. BROADMOOR JUNIPER 3 GAL CONT. MEDIUM CONSISTING OF 509b (BY VOLUME) COMPOST AND SUBGRADE / Y + PGM a RHODODENDRON PURPLE GEM PURPLE GEM RHODODENDRON 3 GAL GONT. ONLY. IF DISCREPANCIES OCCUR, THE DRAWING SYMBOLS PREVAIL OVER THE PLANT LIST =I1 ''" ''s —III#IIIIIIIIfIIIII RHC ! RHODODENDRON GATAWBA GATAWBA RHODODENDRON 5 GAL GONT. ��' TOPSOIL, THOROUGHLY MIXED. THE FINISH SURFACE OF QUANTITIES. !I = = - ��=III _= THE ANNUAL BEDS SHALL BE MULCHED TO A DEPTH OF I-INCH. = NOTE` TREES AND SHi�15 SHALL BE RHY 165 RHODODENDRON YAKUSHAMANUM YAKUSHAMANUM RHODO, 5 GAL GONT. -7. ALL PLANTINGS MUST BE MAINTAINED AND THAT PORTION OF THE PUBLIC, WAY ABUTTING EWE _ PLANTED WITH THE BASE OF THE PERENNIALS THE PARCEL AND INCLUDING THE TREE BELT SHALL BE MAINTAINED IN A SAFE AND — BOLE 2" TO 5" ABOVE EX15T1NS �E CIE CVP 1200 GORONILLA VARIA 'PENNGIFT' GROWN VETCH 2 YR. FLATS ATTRACTIVE CONDITION BY THE OWNER OF THE PARCEL. GRADE TO ALLOW FOR SETTLEMENT 1-455 44 HEMEROGALLIS BLACK-EYED STELLA BLACK-'EYED STELLA DAYLILY 5 PT GONT. CL.ARK ENGINEERIlVG GAL POT RX 13 R05AVX "ALBA`MEIDIILLAN'D" ME DI AND R05E MIX 11 GAL CONT. A Planting Detail T y p y CIVIL ENGINEERING HP I HYDRANGEA PETIOLAR15 CLIMBING HYDRANGEA 2 GAL GONT. L-3 Not to Scale P.O. Box 419, Granby, CT 06035-0419 V5 12 VINGA MINOR "5TERLIN6 SILVER" 5TERLIN6 SILVER MYRTLE 2 YR. FLATS CT (860) 653-4352 MA (413) 564-0167 FAX (860) 653-0415 L03 CATCH BASIN FRAME AND GRATE. E. L. LeBARON FOUNDRY COMPANY, PATTERN NO. 248-2, OR APPROVED EQUIVALENT. BRICK OR CONC. BLOCK. r 3" MIN. TO 12" MAX. FRA E TO BE SET IN FULL I BED OF MORTAR.A // 24" \� ❑ ❑ ❑ ❑ ❑F-7t 11 0 0 El 0 0 1 ❑ Al2' ❑ ❑ ❑ ❑ ❑ ❑ 12'TAPPERED 2'--0" SQUARE ❑ ❑ ❑ ❑ p ❑ SECTION ` ' OPENING** I ❑ ❑ ❑ p p ❑ 1 18"-24" MORTAR ALL JOINTS — -� A ` A B I ❑ ❑ p ❑ ❑ ❑ I B _ / 4 4'-0" DIA. (MIN.) L— - - - - - -- - - J A ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ A T sECIT�ONs I — OUTSIDE OF PIPE L2,_0" — _ I❑ 0_0 ❑ ❑ ❑ ❑ 0 ❑ ❑ ❑ ❑I — PLAN BITUMINOUS PLAN I + 2 CLEARANCE 1❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ CI ❑ ❑ ❑I CONCRETE — I❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑I - - SURFACE l O \ / � 12" 12' —— — ^— PRECAST REINFORCED CONCRETE V O SUMP TONGUE AND GROVE BASE WITH 3'-0" (MIN.) e RISERS A5 REQUIRED. USE "DOG \� / s" s' ~� BASE HOUSE" STYLE BASE WITH NO SUMP i FOR STRUCTURES LOCATED OVER SECTION 5" WALL EXISTING PIPES. 4 CATCH BASIN MATERIALS AND SECTION A-A BITUMINOUS SECTION B—B r CONSTRUCTION SHALL COMPLY CONCRETE WITH MASS. D.P.W. CONSTRUCTION CATCH BASIN FRAMES AND GRATES. COLLAR STANDARDS. PLAN 2 -- E. L. LeBARON FOUNDRY COMPANY, MANHOLES CATCH BASINS PATTERN NO. 248-2, THREE FLANGE 03 REINFORCED PRECAST ** WHEN CURB INLET IS INSTALLED, OR APPROVED EQUIVALENT. CONCRETE UNITS THE OPENING IS TO BE 24 x27 . BRICK OR CONC. BLOCK. - - --T T -- " 4-4 3" MIN. TO 12" MAX. _Catch Basin ( CB) FRAME TO BE SET IN A \ I I V103 FULL BED OF MORTAR. �� 12• 12" u ham— 12" t r24 I P'1 L4.1 Not to Scale t .� � , . '• MORTAR ALL JOINTS SLAB TOP + I� I ^ __� HEAVY DUTY MANHOLE FRAME AND COVER 0 AS PER TOWN OF WELLESL EY STANDARDS. RISER I 5 DIA. I � V BRICK OR CONC. BLOCK. — — PLAN PLAN OUS O CONCRETE 3" MIN. TO 12" MAX. IN FRAME TO BE SET IN A CONCRETTEE SURFACE FULL BED OF MORTAR. 3' SUMP PRECAST REINFORCED CONCRETE TONGUE AND GROVE BASE WITH �2'-0" DIA. 8" BASE RISERS AS REQUIRED. USE "DOG CONICAL SECTION OPENING (MIN.) HOUSE" STYLE BASE WITH NO SUMP 18-24" + MORTAR ALL JOINTS FOR STRUCTURES LOCATED OVER w . EXISTING PIPES. _ `° `O _ 8" •� f BITUMINOUS 12' 12" BITUMINOUS 12" (TYP.) CONCRETE CONCRETE RISER SECTION SECTION A—A COLLAR COLLAR CATCH BASIN MATERIALS AND -+—)-STEP 5' WALL CONSTRUCTION SHALL COMPLY SECTION C--C SECTION D-D REINFORCED PRECAST WITH MASS. D.P.W. CONSTRUCTION V] — —-- — —-- — —— CONCRETE UNITS STANDARDS. WATER SERVICE BOXES Q] ,. 4'-0' DIA, (MIN.) m 22 Double Grate Catch Basin 2© Bituminous Concrete Collar k BASE SECTION L4.1 c,��-,slb� of PIPE Not to Scale L4•1 Not to Scale + 2" CLEARANCE C� 5' OR 6' DIA, PRECAST BASES MAY BE [� O CONCRETE OR BRICK USED WHEN REQUIRED DUE TO SIZE OR 4) O _j NUMBER OF PIPES AT THE MANHOLE. & MORTAR INVERT o0 PRECAST REDUCERS WILL BE PLACED ABOVE o SUBGRADE STORM MANHOLE THE 5' AND 6' BASES. WALL THICKNESS TO MEDIUM DUTY FRAME AND GRATE. v 7, INCREASE 1" FOR EACH 1" OF INSIDE DIAMETER PATTERN NO. 9592 100 A5 WARN]NG TAPE v C) NOT TO SCALE INCREASE. O � ( ) MANUFACTURED BY CAMPBELL FOUNDRY COMPANY, HARRISON, MANHOLE MATERIALS AND N.J. OR EQUIVALENT. BACKFILL MATERIAL V} b p w CONSTRUCTION SHALL COMPLY U WITH MASS. D.P.W. CONSTRUCTION D+2' WHERE D IS LESS THAN 30". STANDARDS AND THE TOWN OF \ D+3' WHERE D IS 30" OR GREATER. WELLESLEY. //\\//\\ \ \ \ \ \ /\/\//\//\//\/////\//\ PIPE TO BE CENTERED IN THE TRENCH. U o Storm Manhole \ \ \\ \\/\ /\\/\\ \ \ I I MATERIAL USED FOR PIPE HAUNCHlNG AND U °O � . _ LrJ 15" DIA. C.P.E.P.-S $ ° INITIAL BACKFILL: H ;r �4. Not to Scale ; 12" (MIN.) ° e a D>10" - GRANULAR FILL M.02.01 OF FORM 814A D=10" OR LESS - BEDDING MATERIAL HEAVY DUTY MANHOLE FRAME AND 4• GRANULAR FILL a COMPACT TO 95% AASHTO STANDARD DENSITY. n COVER. CAMPBELL FOUNDRY COMPANY DEPTH COMPACTED !N 8" LIFTS AS NOTED f I b BEDDING MATERIAL TO CONFORM TO d LO tt PATTERN N. 1007D OR EQUIVALENT a MPE ARCHPi OF .08.01-21 OF FORM 814A. .,• I ;EQWUIVALENT MA.;"OR110"17 e ° � U " w r STUB - SIZE H a SIZE AS NOTED AS NOTED I n ° V) U (nn X BRICK OR CONCRETE BLOCK RISER U Q Q IDLL I ..-... 0.25H LU POURED CONCRETE Q a ° BASE CLQ W SUMP .. 4" IN EARTH AND — — z °m o 2'-o' 6-(MIN.) 12" (MIN.) IN ROCK a a r, (MIN.) ARROW CONCRETE PRODUCTS PRESHAPE BEDDING AC-GALLEY 4'x4'-HEAVY DUTY " MATERIAL TO 0.10H v _ 4------- -f {MIN.) d v v v 6 - - - —..V H-20 LOAD CAPACITY PRIOR TO INSTALLING : . .— .a ,. '� f ��. PIPE. v v° ® ® ® ® vv v v (END UNIT SHOWN) THIS TRENCH SECTION TO BE USED FOR v v v I ® ® rI v v SOLID PVC AND CPEP-S STORM SEWER DATE: O'T/21/00 vv V 3 4" STONE N PIPING WHERE THE DIMENSION D IS V v 1 f V v / ONE CORRIGATION (MIN.) (MIN.) LESS THAN 48". SCALE: �IP�RIES NUMBER: g601cf.00 ® ® ® ® ® FILTER FABRIC, MIRAFI 140N ( AD) 2'_10' p v � V vv II OR EQUIVALENT, ON TOP AND Area Drain Storm Sewer Trench Detail # 1 I ® ® ® ® ® � v Vv I ALONG THE SIDES OF THE UNITS. 23 21 v°o JI ® ® ® ® ® � v o I L4.1 Not to Scale �4- Not to Scale v v 1 1 v v V V V 7 VVVVV77VVVVV VV 6"(MIN.) SITE V V v V V V V V V V V V V V V V V V N CIVIL 1°-a" " 1'-a" C I RK DETAILS IN. 4_0 IL" {M } (MIN ) 26 Leaching Galley Detail L41 Not to Scale GINEERIl�TG IVI ENGINEERING P.O. Box 1 , Granby, CT 06035-0419 CT (860) 653-4352 MA (413) 564-0167 FAX (860) 653-0415 L0401 I G I. SET POSTS AND 2. STAPLE THE WIRE EXCAVATE A 6"xb" MESH FENCING TO ANGLE P05T5 UP5LOPE FROM POSTS. THE END OF THE POST 5/8 UPSLOPE ' FOR STABILITY WIRE AND SELF- POST FENCIN ° GLEANING. '151 A 12" MIN. A 1 I DIRECTION- OFll 1 1 1 FLO LW 5. ATTACH FILTER FABRIC TO THE WIRE FENCING AND 4' NOTE5: EXTEND IT TO THE TRENCH 4_ BAGKFILL THE FILTER TRENCH AND COMPACT ° I. OUTLET STRUCTURE MATERIALS FABRlG THE EXCAVATED SOIL. AND CONSTRUCTION SHALL COMPLY COMPACTED M �� WITH GT.D.O.T. SPECIFICATIONS. BAGKFILL w 2. BAFFLE WALL TO BE CAPABLE O OF SUPPORTING MAXIMUM WATER LEVEL AS SHOWN. r� 5. A SHOP DRA.AING WILL BE REQUIRED G FOR THIS STRUCTURE. ~� HEAVY DUTY MANHOLE FRAME � � � AND COVER. CAMPBELL FOUNDRY SECTION B-B HEAVY DUTY MANHOLE FRAME Construction of Synthetic Filter I t e r Barrier PATTERN NO. I0I2D. AND COVER. CAMPBELL FOUNDRY CONCRETE BLOCK R15ER PATTERN NO. 10I2D. L4.2 Not to Scale ADJUST TO GRADE WITH A MIN. OF 5" AND A MAX. OF 12" OF U BRICK 11 WRAP GRATE WITH FILTER FABRIC SOIL M COO • 2'-6" DIA. ° PAVE GROUND (t PAVEMENT 12" SLAB TOP t— PA MENT ppvENSENT r � 2-6 8" INLET TOP WALL 4 MAX. a HEIGHT OF WATER ELEV.=1'72.50 2' 0 R15ER SECTION ARROW CONCRETE PRODUCTS 4 0 AG-GALLEY 4'x4'-HEAVY DUTY I U H-20 LOAD CAPA-CITY. END UNIT TO HAVE SOLID WALL FACING - " ct OUTLET STRUCTURE WITH A I (� KNOCKOUT FOR A 15 PIPE. a . ,A. . • .1 ® ® ® B B a; •r ' r• SET END UNIT ONLY ON A 6 6" PIA. P.V.G. ORIFICE, INV.-1611.90 k k CONCRETE SLAB. - ® ® i + ® ® ® ® 15"xI5" ADAPTER BAFFL I` • 4•. d WALL `A.° . .r.- G.P.E.P.-S f '• b'-O" i. • • -_ i 4" PIA. P,V.G. ORIFICE, INV.=I68.50 ELEV.- 15" C.P.E.P.-5 BASE SECTION ! •.- M-F Filter Fabric Over CB Crate I I DIRECTION ,°• �� I I 1 I I� - �•j - Not to Scale OF FLOW f.. 5" WALL • Lr — — — --T-----J V1 THRU STREET N 6" GONG. SLAB CONNECTION AT GALLEY 4' DIA. PRECAST MANHOLE BASE G SECTION A-A SECTION C-C 0 pO •� O0 p� CM o Q ct O F Outlet Structure with Connection to Galley 6" CT D.O.T. 2" STONE TO BE PLACED O 6 II OVER FILTER FABRIC, MATERIAL ;`-"i o L Not to Scale 1 .-� o O on SEE SEDIMENT AND EROSION 0 © s Cd SHEET FOR PAVEMENT WIDTHS 'b o PAVEMENT . r-- , LV U 8"x24"x24" GONG. PAD O STANDARD GATE BOX (DWYER TYPE) on TOP SECTION WITH COVER THAT 15 MARKED "SEWER". DQDo� NOTE: --P05T GAP "COLONIAL" EDGE DE PAVEMENT STYLE REFERENCES: "WALPOLE WOODWORKERS" MOLDED EDGE TOP GAP '�"' ' �' :r` Ln N ' .y.. : CEDAR FENCES OR EQUAL. PHONE (860) 6�7-a6�0 L_ TOPPER SECTION: SIM. TO "YORKTOWN", Lij �' w „ EXCEPT PICKET SPACING TO BE 4" Anti — Tracking Apron �' "SUITABLE O-RINb GASKETMAX. CLEAR. 2' HEIGHT. 15/8" SQ. Sce 3 oc 2'-O" PICKETS W/ FLAT TOPS. TO PREVENT GROUNDWATER / w Q o " 4' FACIA, ROUTERED SEEPAGE / ALL PIPE AND PIPE FITTINGS TO BE L4.2 Not to Scale a a aUrn 6" P.Y.G. A5TM D-5054, 5DR-55 Q u W r m BOTTOM SECTION: "UNIVERSAL", 5' \ d HEIGHT, 5-5/5" W1DE "V" GROOVE PROCE55ED AGGREGATE / a m BOARDS W 5HIPLAP JOINERY. TO TRENCH WALLS W1TH 11 1 �� SANDWICH DESIGN TOP 4 BOTTOM. MIN. OF 1'-0" AROUND PIPE. ' SET SILT FENCE 5-O \ 2x4" FRAME, MORTISE 4 TENON JTS. "HO-PAC" OR TAMPED PER \ 6 TO 12" INTO GRADE 45� ELBOW 6" KICKBOARD, ROUTERED TOWN OF WESTFIELD . ,,,4 SPEGIFIGAT10N5. DATE: 017/21/00 FINISH GRADE R SCALE: VARIES 3"t ADJUST SECTIONS . CLAS5 "A" CONCRETE CRADLE INSTALL P05T PER MFGR. 6"x6"x6" WYE ::• •.::�:. ivt NUMBER: g601q.00 42" MIN. BETWEEN POSTS, TYP RECOMMENDATION. I , DIRECTION lJ OF FLOW FLOW FLOW ..Y ' r Elevation: Straight Section oQo°�o �0. 1 a�DgO ENGWEERING 4b SITE �o, .a6voo gp oo. A '; ,j .e•: r. :.�� \/ CIVIL ENGINEERING NOTE: STAIN W/ I GOAT PRIMER, a q °��A�oAo p' °o�`'l r ;' 2 GOATS FINISH STAIN. CIVIL I I I \/� P.O. x 419, Granby, CT 06035-0419 VARIES SEE PLAN COLOR TO BE SELECTED �,/�/�� /�' �� CT (860) 653-4352 MA (413) 564-0167 TO COORD. W/ BUILDING. 456 ELBOW FAX (860) 653-0415 DETAILS Plan LAWN AREAS Ornamental Wood Fence @ Trash Dumster FOR USE IN PAVED AREAS 4. Scale: 1/4" = 1'-0" 5 CLEANOUT DETAIL ( C. O . ) 4 SILT FENCE AT CATCH BASINS L4•2 Not to Scale L4.2 Not to Scale L0402 FINISH GRADE a WALKS, FLUSH. HOLD MATCH WIDTH OF WALK BIT. GONG. 5/b" BELOW TOP OF CURB 8 (SEE LAYOUT PLAN) bill, PAVEMENT (5EE LAYOUT PLAN FOR TO ALLOW FOR STONE SURFACING 36 TYPE, GRADING PLAN FOR ELEV.) FINISH GRADE ® TOP5�OIL; HOLD I/2" �� MIN. 60 MAX. PAINTED GALV. STEEL I-1/2" D.D. BELOW TOP OF CURB. ALLOW FOR 3/8" THICKNESS OF - --- CLEAR BETWEEN HAND RAILS. SET POSTS IN 2 x8 CRUSHED STONE SURFACING WHERE RAILIN65 55 SLEEVES w/ NON-SHRINK GROUT. DIMENSION POINT (SEE LAYOUT PLANS) AALKS ABUT PAVERS OR CURBS. 1/2" CHAMFER ON EXPOSED EDGES OF 2" RADIUS CRUSHED STONE SURFACING W/ N CHEEK WALLS. 6„ q• BITUMINOUS CONCRETE CURB ASPHALTIC ADHESIVE 2'-O" I-#3 NOSING BAR, MIN. 3" FROM W1TH TACK GOAT BENEATH 3/8" MIN. DEPTH 01/ _____7 ALL EDGES, TYP. --- 2Id 42d 3" MEDIUM BROOM FINISH ON TREADS, II �I 6't FINISH GRADE a PAVEMENT FINISH GRADE; HOLD I BELOW a � BIT. GONG. SURFACE RUBBED FINISH ON RISERS. INSTALL I ry rY i i 1/2" RADIUS ANTI-SKID NOSINGS ON ':s" 2" BIT. GONG. WEARING COURSE i ALL TREADS. SLOPE FOR DRAINAGE. a. >oolo"I RISER #3 4.• v 2" i i a a a i i ' * I t '• `. t1' a v ° ` v 'v° � " E�2 TYP.'. a �1 � NON-CHEEK WALL HANDRAIL POST ' �•• -; � •.•♦ .�•i. � r�� j r �" - ' � •' -��'.• I RISER #2' b-3/�4a RI5 _ r _ „ k2 (5 FROM FACE OF TREAD) • • '• • L ii . ° VI�IIft a �' EXTEND CHEEK WALL 3" BEYOND fI �w �+• �� • Y : :+ •! - . .RISER #1 N. I �'+.•.�,i.,i-••, . �. r' •" _ 8" PROCESSED AGGREGATE BASE a Q v v v LOWEST TREAD. .� • i '��'� J ) _ a. v.p ,� �` i i. i PAVEMENT ~ _• y III�IiII�IIIII it I °� d � • ° � a ° ° I. � � � •�' ° � a � _ _ iffli COMPACTED SUBGRADE m r� z I 4 a aq a a v . I I .� o v a a.° 1/2" F-XPAN51ON JOINT, TYP. W/ =lilll I ___ Illlf II�iIII I llll lllllll lllill r---' o . d a 1 v I .a - v a . I SEALANT, IF GONG. PAVEMENT. P I a a v d' ° a. o •� a ° FINISH GRADE, OUTSIDE OF CHEEK r� ° a, I' da. a I a �If<II a a .' ° ° WALL. m a I. v ° v • �' ; I v 9 ° I'a 61 COMPACTED FREE-DRAINING BAGKFILL, TYP. Bituminous Concrete Curb A Bituminous Concrete Walks ►--� 8 . ° - .° #4 HORI Z. RESAR ® 8" D.G. t #4 VERT. REBAR 0 12 O.G. L4.3 " L4.3 Scale: 1„ = 1,-0„ t� I III Scale: 1 = 1'-0" FINISH GRADE; HOLD 1/2 BELOW ' , CURB TOP IINl lull Ild •Ial ll l • IIII 1= I - •i., b" PROCESSED AGGREGATE BASE DIMENSION POINT (SEE L,aYOUT PLANS) 1-1/2" BIT. GONG. WEARING COURSE FRONT ELEVATION ( •� - 3 RISERS ILLUSTRATED) w � I 1 I I I I'�.--• COMPACTED SUBGRADE 5F 6RANITI^ GOBBLE (5"x5"xa") yv/ MORTARED JOINTS, TYP. I-I/2 " BIT. GONG. BINDER COURSE � J--� �{ SIDE ELEVATION/SECTION (4 RISERS ILLUSTRATED) ll)��III = 11 .•:••,•••• 4" MAX., OR FLUSH Q� V —_ (SEE LAYOUT PLAN) Ct Concrete Stairs ( 6-3/4" Risers 13-1/ 2" Treads) TDP501L _ `:; 1 .6 ~ 8 �O �•' :., 5 FINISH GRADE, PAVING � ,•.�' . '� •.+'� •.'� " ::- �� ,, :� , • y. k 0 PROCESSED AGGREGATE BASE HOLD FINISH GRADE AT TOP OF WALL .; .; :-a';.: : 4"i �!' '. O • 4 - o NOTE: 5EE< SPECIFICATIONS RE: ct CONCRETE HAUNCH CONTINUOUS A ., V 1 L4.3 Scale: 1/2 -- l'-0" ( ®� ®o " -- II_O,� I�III�I� : ..•t :. :. '� ' •- o O + ; ®� . � • �� REUSE OF EXISTING BASE MATERIAL rr PROCESSED TRAPROGK 'j�•r �•'. AND REGROUND BIT. CONC. PAVING. !O"x10"x5'-a" YELLOW PINE CAPSTONES: MAINTAIN EVEN SURFACE i� I(lI �,• .:•��t '� 6"t BASE h WITH MINIMAL ITS. ]I SS �'. •� •' d � �i POST; PRE55URE TREATED I�ill I III14f�I�= �� I }I _ 11 Illlll III �I=llflll- III�I}I �•I 1 I I f COMPACTED 5UBGRADE — O �--I -11 _ I ��I �flllI#II COMPACTED 5UB6RADE �IIIEEM�III III .'4. '• 5TONEWORK: MORTAR STONES AT INSIDE I8°� = --- ! O o3 OF WALL, RAKE BACK I" FROM SURFACE Section I{ ll I �T� U �IIIII . •j z TO MINIMIZE MORTARED APPEARANCE r'�1 I/2" GALV. CARRIAGE BOLTS. 1p R' lu BATTER WALL AT I" PER VERTICAL FOOT COUNTERSINK AND PLUG WITH , to �•�J MATCHING WOOD PLUGS. €€ �: �': �, Cranite Cobble Curb Bituminous Concrete Paving PLAN VIEW w Q 2 B r• € Q L4.3 Scale: 1" = 1'-0" Scale: 1" = 1'-0" 6"X6" 5DUT,ERN YELLOW PINE . : y RAIL; PRESSURE TREATED. I -` ' FREE DRAINING STONE BAGKFILL 1/4" JOINT MAX. 1 CONCRETE PAVERS: 1 1/2" CHAMFER TYPICAL = FINISH GRADE _ ••� . . SET HAND7IGHT, SWEEP JOIN75 FULL WITH SAND. - b" MIN MAINTAIN FLUSH WITH GL CL ;tV+ �xd € 6" MIN PAVEMENT SURFACE ADJACENT PAYING/CURBS. 71 IRI I # IIIIE ' illll '~ _ .:', - I" SAND SETTING BED PROCESSED STONE BASE •: � � r'�'' ♦ •: � ^ ;�''��~.� GEOTEXTILE �� UNDISTURBED 5UBGRADE . r }'' GRANITE CURB ` i '.�y:; :.� %!''' .:� y 8 PROCESSED AGGREGATE BASE ^ l +:�'~off.r. •" �.•. 1 f� �; 1. �LI Ib-I/2" 4" .' • -_ CONCRETE HAUNCH AT JOINTS III€ I14#�# �II III �II �I 1. •.h' h a••• ILI_ 5 Stone R e t a i n i n W a l l-�T <�, PROCESSED TRAPROCK I T 14I II III I COMPACTED SUBGRADE v II VIIlIl l�J L4.3 Scale: 1/2 — 1 -0" BASE II�II I41I �1 IIIl� — I11011 �! COMPACTED SU56RADE ..., O FINISH GRADE; HOLD 1/2" BELOW Q m Elevation DIMENSION POINT Concrete Pavers on Sand • � IfII( III DECORATIVE POST GAP (SEE LAYOUT PLANS) NII 6„ L4.3 Scale: 1" = 1'-0" � ` > IIIIIII --ll =III N SIGN PLATE-TYP. "STOP", "HAND I GAP PARKING --- fII - -- r--� 0 NO PARKING FIRE LANE , ETC. n-III{1� I FINISH GRADE BIT. GONG. PAYING FINISH: MEDIUM BROOM W/ 1-1/2 Q SMOOTH TROWELLED BORDER p `� ELEVATION > STAINLESS STEEL ATTACHMENT SCREWS- TYP. �A _ POST: 6"Xb" W/ I/2" CHAMFERED EDGES. '• .' •'�• '` i . .' � ,. 4 + :- ; 6X6, 8/8 WELDED WIRE MESH . r..� U U GRANITE CURB --w.�•�-+--�}�--"-ram;*=1:ems--i' -.' �� o g Wood Guard Rail M§ Qiu STAIN PER SPEC. — w z ' ... ,.. `• 8" CONCRETE, TYP. THICKEN--+ p Q m Q AT JOINTS '_ ''. EDGE AS REO'D TO TAKE UP .� 5 O CONCRETE HAUNCH ., �•'.' .I • • " � U � � � L4.3 Scale: 1" I� r ., .�.: �. GRADE SURROUNDING PAD ON r �••� y 00 LOW SIDES. FINISHED GRADE I � ;. g�*~ + - PROCESSED TRAPRCaGK ` %�i r:.r;•� .%l�:� :-*. j.• �IIII li�llll �: I `� BASE ' f ~ 8" CRUSHED STONE BASE IIIIIII-=1 — ��l��ll I�IIf�l�l�lll�l�IIII��'I=i��ll=l�ill�l-=1��I�! ►1J� WJ EXTEND P05T 36" MIN. INTO GRADE lllllll COMPACTED SUi36RADE I I { COMPACTED SUBGRADE w W u� wa _ 4I�I�I= — 14IIf�I= s aLU z� 20 m Section IIIIII I�IIII ~ o SLOPE PER 1) 6'-O" WALK TYPE 1 z a oQw GRADING PLAN Q TYP. PER PLAN va m� WALK TYPE 6 Ceneral Site Signage Granite Curb Q U � � u u ` R rx n ii cvR 18° PER PLAN - - L4.3 - D Concrete Pad Z Z OD = coo TYFE $ n 5 b TYP. TY G Y L4.3 Scale: 1/2" -- 1' 0" Scale: 1 -- 1' 0"T, SIDEWALK MIN. L4.3 Scale: 1" = 1'-0" J J � � m CURB TYPE CURB TYPE CURB TYPE FINISH GRADE; HOLD I,/2" BELOW V FLUSH TTG v FLUSH v IF LANDSCAPED AREA, FLUSH PER PLAN PER PLAN PER PLAN I FAVEDN POINT (SEE LAYOUT PLAN) DATE: O'7/2I/00 PARKING PAYING TYPE CURB TYPE PARKING PAVING TYPE PER PLAN PER PLAN PER PLAN CURB TYPE 5/4" RADIUS SCALE: RIBS PER PLAN 6 1-O+l WALK TYPE „ Z PER PLAN 5 I HAND AGERUOBFTOP�AND EXPOSED NUMBER: q 0 .00 Ik l if l ll l I T 511 tu FINISH GRADE BITGONC. PAVEMENT V-D" ?O b'-O" WALK TYPE 5 -NP' RAC' - : NOTE: PROVIDE (2) I8" LONG SLIP umurrlr7 ��- PER PLAN SIDEWALK 5=1:I2 io I + DOWELS AT EXPANSION JOINTS 11 Allis R TTG FLUSH * �� A e�s SITE n �_ S'-b"-TYP_ CONCRETE - r- #4 RE-BAR CONTINUOUS, 2 EA.I( ]I I((f DETAILS , SIDEWALK CURB TYPE PARKING PAVING TYPE Ifl l l I II11 CENTERED TOP 8 BOTTOM 12 �n 5=1:12 PER PLAN PER PLANAllis -�- �- CURB TYPE TTG FLUSH TTG PER PLAN "7YFE D ii .+,' 6„ .` s u lull lull I PROCESSED AGGREGATE l t -�,...�. .�:•'' •.I •' BASE ' ,;,,r „ ,., CURB TYPE PARKING PAVING TYPE CURB TYPE Iflllll- I I - � lllll PER PLAN PER PLAN PER PLAN B�RYITIONS CURB TYPE I I I I COMPACTED 5UBGRAVE PER PLAN u�F� n TTG TAPER TOP OF CURB --- (b" HT. TO FLUSH, TYP) 5 SLOPE Sidewalk RampTypes 1:12 RAMPED RISETORUN ECTIONOConcrete Curb W WARPED SECTION 4 L4.3 Scale: 1" = 1'-0" L0403 L4.3 Scale I" = i'-0"