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8180_SITE PLAN - AMERICAN TOWER - 1804 MAIN STREET S , te Am � n � a � �ower _ AMEiRICArM TowEiR TOWN OF AGAWAM. - MASSACHUSETTS F 1 C�) Ann=-RicAN yow R October 11, 2001 Planning Board 36 Main Street Agawam,MA 01001 Dear Board Members: American Towers,L.P. respectfully submits this statement in support of its application to the Town of Agawam to replace and re-construct, maintain and manage a multiple user wireless communications facility. The proposed location is on the property of Leonard and Birdie Mae Gardner, 1804 Main Street,Agawam,MA 01001, Tax Map No. KI, Block 1,Lot 3. Introduction American Tower is the nation's leading independent full-service infrastructure company operating more than 13,500 towers in North America, giving effect to pending transactions. Based in Boston,the company has a national footprint with regional hubs in Boston, Atlanta, Houston, San Francisco,and Chicago. A publicly traded company on the New York Stock Exchange, American Tower develops, acquires, manages and leases tower sites to the broadcast and wireless communications industries. We have established relationships with virtually every wireless provider in the country, allowing us to aggressively market collocation space on these facilities. At this time,VoiceStream, Cingular and Nextel have equipment located on the existing site at 1804 Main Street in Agawam. American Tower's principal line of business is renting space on these facilities and providing related services for a diverse range of wifeless communications, including personal communications services (PCS),cellular,paging,two-way radio, specialized mobile radio (SMR), enhanced specialized mobile radio(ESMR), and other wireless technologies. A direct result and community benefit of American Tower's proposal is the alleviation of unnecessary tower proliferation. Proposal American Tower has entered into an agreement with Leonard and Birdie Mae Gardner to lease a 60' x 75' parcel of land, upon which currently stands a 190' monopole telecommunications tower with three carriers. Applicant proposes to rebuild the existing structure, maintaining the current height. Applicant proposes to construct a 190' monopole, capable of holding six carriers, immediately adjacent to the existing structure. Upon completion of the new structure, the old one will be dismantled immediately. The proposed wireless service facility will be comprised of the 60' x 75' fenced equipment compound,containing one 190' monopole. None of the existing ground shelters will be disturbed. The property is zoned Business B, and a telecommunications facility is permitted subject to the issuance of a Special Permit and Site Plan Review, On October 4, the ZBA voted unanimously to approve the requested Special Permit. Applicant now submits the proposal to the Planning Board for Site Plan Review. AMEWCAN TOVVFR CORPORATION A 73 FRINUTON STREET,SU171 307, NORTH CHELMSFORD, WssACHUHTTS o1863 A 978051-0792 A FAX 9781251-95o7 The facility will be fenced and locked, accessed by an existing driveway off of Main Street. The facility will be unmanned and visited on an average of once a month for routine maintenance, so it will not cause an increase in traffic volumes. It will emit no noise, glare or odor, and will not interfere with either television or radio reception,nor will it have any signage other than those required for identification. The facility will comply with the strict guidelines of the FCC and FAA, which are designed to protect public safety. To ensure the structural integrity of the tower, American Tower will construct and maintain it in compliance with all federal, state, and local building codes and standards. Site Selection/Design n American Tower carefully selected this location to re-build a multiple carrier structure that will provide the necessary coverage for the Town of Agawam. Each site must be precisely located relative to other sites. The design must reflect the contours of and topography of the area, and the radius of the antenna's reliable transmission. American Tower has assisted virtually every wireless provider in the country, including the current tenants, with their infrastructure development, and is aware of the associated requirements. Following a thorough investigation of the properties in the geographic area,we have concluded that there are no existing structures within a reasonable distance of the location that are feasible for the proposed collocation. This particular site was selected to provide adequate height and range of coverage for wireless service providers. American Tower builds all new structures to accommodate antennas for additional carriers, and we are confident that this site will be an ideal location. Communities must develop the necessary communication infrastructure, as they do with sewers, roads, and other public utilities. These structures are critical for maintaining the safety and general welfare of the community, while not disrupting the scenic views in the area. Poorly designed or insufficient communication infrastructure will result in communities not being able to provide adequate education, information, and safety services. Additionally,this site will provide a necessary communication link for new businesses and industry coming to the area, thereby promoting economic growth. A properly designed communication facility at the proposed location will benefit the public by providing essential wireless services to the community while maximizing a location that has already been designated for use as a telecommunications facility. The proposed tower will be built for collocation and will be able to double the number of carriers on the existing structure,reducing the need for additional towers in the area. Every day, over 50,000 emergency 911 calls are made from wireless phones. The proposed American Tower site enhances the general welfare of the community by providing the infrastructure for these calls, as well as providing vital means of communication during times of emergency when traditional land lines are not available or in cases of power failures. The carefully selected and designed facility allows these calls to occur, while meeting the needs of the current and future carriers in the area. American Tower respectfully requests approval of the Site Plan hereby offered for submission. Please feel free to call me anytime at(401) 743-0857 to discuss any outstanding issues,questions or concerns regarding this application. Thank you in advance for your time and consideration of this application. Sincerely, i�1y n Hache Brian y Zoning Representative SECTION 180-13 SITE PLAN REVIEW B. Applicant has been granted a Special Permit for the proposed project from the Zoning Board of Appeals. Site plans are submitted here in conformance with §180-13(B)(3) of the Agawam Code. C. Procedure 3. Please refer to the attached application form and ten (10) copies of the Site Plan. The site plans have been prepared by URS, a certified engineering firm. (a) Please refer to page T-1 of the attached Site Plan. (b) Please refer to page Z-2 of the attached Site Plan. (c) Please refer to pages Z-1 and Z-2 of the attached Site Plan. (d) The proposed facility will be visited one to two times per month for routine maintenance. As such, there will be no significant change in traffic flow in the area. The proposed access utilizes an easement already in place for identical purposes. As such, there will not be any new access created nor will a curb cut be necessary. For a representation of the proposed parking area, please refer to page Z-2 of the attached Site Plan. (e) PIease refer to page Z-2 of the attached Site Plan. (f) Please refer to page Z-2 of the attached Site Plan. i (g) The proposed structure will be unmanned. As such, it will not require connection to sewer, gas or water facilities. A detailed description of the proposed electric connection is provided on page Z-4 of the attached Site Plan. (h) The proposed project is located in an area with substantial natural vegetation. Applicant intends to disturb as little of this vegetation as possible. Please refer to page Z-2 of the attached Site Plan. (i) The only signage to be located at the proposed facility is that required by federal law. At this time, applicant intends to place one sign, approximately three square feet in area, on the outside of the fence of the compound. This sign will designate applicant as the owner of the facility, it will provide the identification number of the facility, and it will contain an emergency phone number. (j) At this time, applicant does not plan to provide any exterior lighting at the facility. Applicant does, however, respectfully request the right to supply lighting as may be necessitated by maintenance, security, and as may be determined by the FAA. (k) Please refer to page Z-3 of the attached Site Plan. (1) Please refer to page Z-2 of the attached Site Plan. (m) Please refer to page Z-1 of the attached Site Plan. ` - APPROVAL 3 ENDORSEMENT BLOCK AMERICAN T SITE PLAN APPROVED BY THE i O W=R AGAWAM PLANNING AND ZONING con�ownrow COMMISSION ON 73 PMNCEMN STREET, STJTTE 307 3 _ K CHELMSFORD.AN 01883 oFT1cE {97e}-251-0792 ENDORSED BY FAX- (978)281-9g07 �-4 owl p c; Ak T (NNW."SMAIIME UAW - - SITE PLANS RETURNED TO A&E FWY APPLICANT ON OArE RRSCRRP01➢GITIDN�IES ROC XT T C3 VV FZ fl.r K. * 3yS •. AkE SEAL COFR FL--1 GR Ate ! ON M MA-31 0 flu 3so` k eu tA�' PROPOSED TELECOMMUNICATIONS FACILITY AGAWAM , MASSACHUSETTS 01001 PLANNNG PROPOSED 190' MONOPOLE TOWER SUBM&MN HBT FOR OG1&7RULI10N - ABUTTING PROPERTY OWNERS NAME STREET ADDRESS MOP/BLOCK/LOT PROJECT N0:F301715,19/FO3 STUART AMUSEMENT COMPANY N/A KI/I/1 JAMES C.HORMA R,WALTERS N/A K1/1/2 DRAWN BY: _KJB JEAN W.TARR R LANK ANN MHM SOUTH STREET K1/1/4 CHECKED BY_ ISSUED FOR D7-ZS-0I ZOABNG HEWE�IT LOCATION MAP 1"=500' VICINITY MAP 1"=5000' PROJECT SUMMARY SHEET INDEX ea-l"?FINAL SITE NUMBER: MA-710 SFIT SITE ADDRESS: 1804 MAIN STREET NO. DESCRIPTION NUU R DATEAGAWAM.MASSSACHUSETTS 010D1 _ i ASSESSDR'S PARCEL NO.: MAP K1,BLOCK I.LOT 3 ' N T_1 TIRE SHEET o7�2g/ot THE INFOMATION CONTAINED )N 7HIS 'I OF DOCUMENTS LOT SIZE: 331-ACRES IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE PROPOSED AMERICAN JURISDICTION; TOWN OF AGAWAM S-1 BOUNDARY AND TOPOGRAPHICAL SURVEY 07/2S/01 OTHER ON THATAMER HiCH TOWER SITE LOCATION N TOWER CORPORATION IS PROPOSED AMERICAN PROPERTY OWNER: LEONARD C.GAAONER TOWER SITE LOCATION OMDIE MAE GARDNER STRICTLY PROHIBITED. WN 1804 M STREET Z-1 SITE PUN AND ZONING TABLE /�`ro1 AGAWAM, MA 01001 Z-2 COMPOUND PLAN.CIVIL NOTES AND LEGEND D7/25/01Vw :. mtx*x� APPLICANT: AMERICAN TOWER CORPORATION 2-3 SOS AND WEST aZMT?GN5 08/09/00 ., LENNE-S Lot 4 73 PRINCETON STREET �p �� NU CHE307 LMSFORD,MA 61663 Z-4 517E OVAHS OB/09/Ot FBERC--ASS 's CONTACT PERSON-. CHRISTTAN CARMODY STREET AGAWAM, MA 01001 ,A1F y CONTACT PHOW- (978)251-On2 - •gp, LATITUDE: 42'-01'-95.84- saNe Arm xt t"' LONGITUDE- 7T-37'-05.94- SCALE. AS SHDWN 9lock ! Lot 2 cuRRENT ZONING: BUSINESS R 1713TRICT 'mop xl MASSA[7JU.SL l75 Orr DATE: 07--25-U1 Bfwk I�` Lot I CAVNFCRCUT STAR Uw DRAWING 1 OF B TITLE SI-IEEf- PROJECT SUMMARY AND INDEX >. DRIVING DIRECTIONS FANDIC I5 D ACCESS APOEQ ROT FORNTT HUMAN HARED. Dlt. FROM HARTFORO TAIL 1-91 NORM IN1p MASS,THEN TAKE HANDICAPPED ACCESS REQUIREMENTS NOT REWIRED. ROUTE 190 WEST OVER THE RIVER TO MAIN STREET(ROUTE 159). TAKE A ON MAIN AND MLLOW PAST STATE LIN SITE IS ONNTHEE LE NANO DE SHDR7LY AFTER STATE LINE. FACILITY DOES NOT HAVE PWMBING. } LEGEND muc KI k! f 41� — [:2CI 0 N La 4 C3 em"Darir a AAy AM. ft"Motor MnP A! � Loh a Iir' yx SO Ow cm. ¢ —y— an ��IFZoe fii$S{Cy( � I V N/Vwrr ° Nhhf tah [F LMI Pah cnwr 1 FOR REGISTRAR'S RJSE NlrY MAP LOCA77ON MAP Not to Scale NfF ✓eon p! rmr AY LOVFfe Ann QeAm, rr teed EVS77NC rOKV LOCARM PROPOSED tnNER LOCA17ON LAATUDE- 42�01'--55.77" (A7TTilpE- 42;4T'-55.84" LONG 17JDE- 72=37'-06.41' LON617UX- 72'-j2'-05.94' HAD SJ NAD 8.J ELEYATM 75 CLEVA77ON 75 NGW 29 NOW 29 LPA vwne _ _ 5891Y�?7E 32AC5p' - '�,'� fy LAe — r -• LPar lean. Q➢N *A N B 7e 7�- r are t1- w 9.L.Aa I 731 �...., _ CadTo— CO- Alt, FhA.4 roe J� )e Carr. I 'i, 1 mi. O ~ � 7i3 4� f AORS 1[7 Ord.[ Cw. Land of I ,, aeArarrcs f R r6 Def rnAEIEaMpLr COOnOMlATE srsTpA lRAD a� s e.e i� ,ar�ri Leonard C Caraher ct BASED LPdI C65 Md(tlpri$lfARY•Ir50 NIXQNO N:f' 4.1 PacaKoec PLceErsnEv cnmawArE YAtuEr 8Ndla Mae Gardner 2 Mop KI cocJ ccs rrA➢x M➢SEwFS7L sds 5r76 M sses,a'U 810Ck ► E l'aXl2ABH E r,0]4077."V )f Lot 3 8 FL n GAS AEPEir w rK NArA"T sqx+ML rFRrrcAe MrW ar 1 roza BASELf 1rLN OCS MQVLnrENr nssx/faAta➢Ap OK PUgU&!fD a4wnw cr e7,02. BYnsA .[ AE•FAEA 4:e AS AOW Af NAc FOLLOMM AGAR >11 A 1ONAC5 lKEACLAiS/OOd MAN SYAEi'F AGANW[AG OMOf +� LAND Z4$/^.BY A rL.AROCS 4WOeP.NG.SCAAC r'�70; CA FM2AANn A AFFE/XN0F IS MADE TO A NONE Or nMBANOFj3pEpAL PFJKeF fs +� A[CMVED� )&"4 PACE IN Li RAL NA4WAFAf worry ammy I NEFENENLE 5 MAa w A NOMW W 3ftVAL PERMF AEC~Me 0'!rr24 PAGE YQ OF D!E AMA-M C0WrY RMFRF Cr VEEOS R L#XVh KWV UM'rr SNRICAArE AAp rAPLlFr LWAINA S OEF'OW 0AMELN MAW SEEN CaiILED,M P M Z Mw Afww M4 Plbf6 AAO O"W OAFA s-EW IW DIE M4 Ogny (XAWANES QOtErNMENTAL AAErIDES AAN�bIfaF IN 0";S DKK3E LOG rA7NY MlSF dF ERED 7E N NArMIC dFa'rl LY WOW S E Y'EEi6AIESQUN ZDK AArof eVCFt AA'E unMDraee!m tAMS AyllLIEN MUOBINq awe Lva nw<cnrraMre�AAo a FCw w F A o YEARAAE9 AR.6r BE 6K7EieINM[D AAO t£AMKD LY DK FrELB or nLE ARA7GVAYA rE ADAAONAES PIEOIr w COAISfALl jVK CN ACF d0-14.E F"MANY D=A1irPM L-tltM-Dt2..�iA i I James I .Ar R.G t4 Names R. RMters I I FaM PL.AM ArDg6 RIE/ROPER74'LMKS 111A7 AAlE ne wMKS a StMDYE A"mmnent CM* y CPOLMIO OreAEEISIMPl.A•O tIK teGS or 57RLCrs AND NAVE SHOW Aft l"M Or PURC OR PARTIAL BOUNDARY dG TOPOGRAPHIC SURVEY Mew >s ARe sroKE �� no Row me PLAN NM LAND OF OR Wkn AM"94TAGU94M MID RMT W MRTA LOU wR 010ft u=TM OM VOW ar FOR FEEpMRO EM AOL'OIOAII��ES me recu"Im"or eK LEONARD C. GARDNER & BIRDIE MAE GARDNER A� TECHItlOAL 87MIDAI�S}ml,MK NrAG7MZ OF LAMP SUMV rc w T K r COMKAureEAL1X Oi MA76ApXr5fTLA' Na Date Ari.ion loan 1804 MAIN STREET �Jte 1 [Jo poreOM A•E-5 AGAWAM, MASSACHUSETTS - ft �r"'°'�'°'""4rI"' PREPARED FOR L�LI,EL�N� �e L.Nv�,�4 Nd� � sea* ,�>. � R��/��•�.•L�r4 aEas�-� 1RM ArAp me OOPKS OF 1lei MW OR K M M LW Klw RK ORlawk paler JMY 2wl -4f�I 52E"MZ AMERICAN TOWER SYSTEMS _ r�e �� F �• � 91QAAnw Arq EM8wu ZEAL OF 7IK MM"KB LAW 3MrRML1'OR. 1SZ7-i8 F.R1dEARDSON F3-00001715.19�F01 IRAAI[1xOKZEO MIOOAWOMOTrOM GR MTEI4ATIOK R FOIRIOOElL search 0 Avrh M M N.e Fee 3E15 E.LE1NS .t iY{�-38 APPROVAL % ENCOR$EMENT BLCCK ZONING TALE JWERRCAN TOW=R SITE PLAN APPROVED BY THE ZONING DISTRICT; BUSINESS B DISTRICT tlAAO°R1T 04 AGAWAM PLANNING AND ZONING ~ ' - COMM15510N ON ITEM REOD PROVIDED PRMCMN STREET.SUITE 7 HELMSlUAD,MA 61 Ba3 II. I OFFICIL(0811-251-0702 r ENDORSED BY MINIMUM LOT AREA (ACRES) .23 3.5t p,X. (97aj 25f-9607 cwmmkwLMINIMUM LOT FRONTAGE 100'+ 312'* I r 1s I MINIMUM FRONT YARD SETBACK 35' 326't Ir J+f nRw SITE ON MINIMUM TO SIDE YARD SETBACK 10' 28't I i p�eR 'aa i1 \ nt>E MINIMUM REAR YARD SETBACK 35 438't II I w/�uVr� ��VN �d 4 MAXIMUM BUILDING COVERAGE 50%, 6% I )J M BROOK STREET BL.{?C3 5 AXIMUM BUILDING HEIGHT 3 STORIES 14't rl I1 gyp► gsgq y ` INIMUM TOWER SETBACK 19D' 32t J I ! y TOWER FOUNDATION AND DESIGN TO 9E y 1 PROVIDED BY TOWER MANUFACTURER r R. i1 •\ E-I I fLl 1 "` J E I "JANNBd PROPOSED COMPOUND 35'FR EXPANSION O YARD SETBACK EW CO SIMNSSfON y y- y ( 10'SfDE YARD SETBACK `———— �'\ a I a I - . _ I ` a � r � J I AVT f>A�cONSTRL1CrioN _ `eo `d2 �t � � I � WRIGHT AEpR50N III Sa8"I I,ol, I y , PROPERTY LINE('fYP-) �� _ � ' s:r:.•o_ PROJECT N0; F301715.18/F03 -AW I>Rn —7 + J t DRAWN BY: KJB CHECKED 9Y: ISSUED FQR Z STORY pull IN (I µ I 1 \\\ UI ]1/` 7-25-01 24W RE1'IEN' ! ..�os' !1 •f'JY l / Ifc r•� ,�I�i1r •;' E9-10-01 FNX S �! DRIVE o I :ch�4 F BGNAVITA I 2 T 5RY �'�__,•_ \. "� ' :.. }11 Luc: z75.DO' �•� •,'i ---Haa�alaaw_ = aPPRO%tMATE LOCATION OF STBEA6f + �V - ' t` ` w�F-';': w j CO THE INFORMATION CONTAINED i 1N TWIS SET OF DOCUMEMS IS PROPRIETARY BY NATURE. _ s 207 ANY USE OTHERAN DlAT WHIRS RELATES TO AMERICANCH TOWER CORPORATION IS WSI STRICTLY PROHIBITED. 35 REAR YARD SETBACK ., .. '�t `- K NAWHA AVE I ILEMES IV SIDE YARD SETBACK '.},.jl f MERGLAW 1 , St�4 f JI 1804 MAIN STREET yy 1 III AGAWAM. MA 01001 I I SCALE: A5 SHOWN 01 f DATE- d7-25-01 I I 1 r)RAWJNG 3 DF fi SITE PLAN r r I AND a 1 I ZONING TABLE Z J I Z-1 SCALE: I'_ID' fr r ! I I Z-I SILT FENCE SPECIFICATIONS GENERAL LEGEND APPROVAL & ENDORSEMENT BLOCX XAKMM= +R1C+AN DESCRIPTION EXISTING PROPOSED SITE PLAN APPROVED WF THE N)spLT FENCES SHALL INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT 2)THE CONTRACTOR SHALL ESTABLISH AND DURING IN SOIL EROSION AND COMMIS ON ONNC A#D ZONING TOWER LEAST DAILY GE 4M PROLONGED RAENFALL. ANY REPAIRS THAT ARE R@OUIRED $WIMENTAT4DN OOMiIOI$AT Sly TIMES OL ME S11RES UCODN.ALL RASE LINE OR CENTER LINE — - COMMISSION ON oows.enwmew� SHALL 8E MADE AMAMENRATELY. SON.EROSION AND AN 5MONITORIN ON COHEIR tAEASNJRE4 ARE SI/EJECT / -�- DAIT 73 PRWCEION 57REEi$IRE 30Y TO INSPECTION AND NONRDAIHD BY THE TOWN, PROPERTY IINE/STAEEF UNE 2)IF THE FABRIC ON A SILT FENCE SIIDILO DECOMPOSE OR BEGONE NEFFECTIVE R.O.W.UNE N,CHEUAHfORD"MIL DiHB] DURING THE EXPECTED LIFE OF THE FENCE.1-JE FABRIC SHALL BE REPLACED 3)DURING CONSTRUCTION AND THEREAFTER EROSION CONTROL MEASURES ARE EumRsw Ely ])PSEDNMEHY OEPOSTTS SHOULD BE INSPECTED AFTER EVERY STORM EVENT.THE TO BE IMPLEAAaSED T NOTED. M GREATER THAN 80ENT,SD-FT.DF TANG 811MBIGS I`""` yam-•1 rAwAy 8 SICpuVla vArt OFFLCE; 1170)251- W SHALL BE ESD?OSI:O AT ANY ONE ME DURING OEVELOPMENr, OAE,ET4 LAEo IS TAX: (97H)261-iHp7 DEPOSITS SHOULD 8E REMOVED WHEN THEY REACH APPROXIMATELY ONE-HALF EXPOSED DURING OEVCLOPMENT.THE EXPOSURE SHOULD BE KEPT TO THE FENCE "�— THE HEIGHT OF THE BARRIER, SSHORTEST ND7 BE LEFT EXPOSED DURING MINTER MONSHALL NOT ETH OONMR UNES EXCEED, Ho DAY& LAND Mw SITE PLANS RET[1RtfED TO 4)SfORAENT OPPOS115 THAT KITE REMOVED OR LEFT IN PLANE AFTER THE FABRIC '�� APPLICANT ON Aft 04M HAS BEEN REMOVED MALL BE GRADED TO CONFORM lMTH THE EXISTNG 4)SILTATION FENCING SHALL BE INSTALLED WHERE SHOWED}PRIOR TO ANY ON SITE TOPOGRAPHY AND VEGETATION. GRADING OR 19MMANCE OF EXIMING SURFACE MATERIAL. IT SHOULD BE SETBACK UNEStousyguinm MAIINTAWM OARM AND AFTER DEVELOPMENT OT RELY611E SEDIMENT FROM w.s� wA ®JIB dNKRID RIf/ARld RUNCFF WATER AND FROM LAND UNDERGONO DEVELOPMENT.WHERE POSSIBLE SPOT ELEVATION NAnRAL 1)THE GEOTEXTILE FABRIC SHALL MEET THE DESIGN CRITERIA FOR SILT FENCES EXCESS SURFACAEGEWATER. SHOULD BE UIMJ2ED ANp LEFT OPEN 70 REMOVE 7W DFAM WFEW,8 `g CJRVE RADIUS �� 2)AND THE S SHALT. A ENLBEOEEO A EMIPJMBED OF 8 INCHES FNTZ7 7NE G4OUND 5)ALL OSTLRUED AREAS AND SIDE SLOPES WHICH ARE FINISH GRADED PATH NO SEDIHNENTATIOX BPREOER '•--�--'►-+' � AHD 7ElE SOIL COMPACTED OVER THE EMBEDDED FABRIC. 3 WOVEN YORE FENCES SHALL BE FASTFSNW SECURELY TO THE FENCE POSTS FURTHER F 4'OF TO TAKE PLACE SHALL A EE[I,LOAM I AND SEEDED. IO TTUZIOR WITH MARE TES OR STAPLES. MINIMUM A OF A OF LOAM SHALL BE t"LICABO. E SEED.LIME AND ASSACHU PROGRAM SMALL CONFORM TO ALL Al'PUCABLE SECTIONS OF THE•NAS$ACNUSEI'IS YILXXOSLWE 4)PLTER CLOTH SHALL BE FASTENED SECURELY TO THE WOVEN HIRE FENCE WITH OUVEUNES FOR SON.EROSION AND SEDIMENT CONTROL- 19M OR LATEST A&C SEAL TIES SPACED EVERY 24 INCHES AT THE TOP.MOO-SECTION,AND BOTTOM, RE+MSION•. OVERHEAD NTRESWHEN TWO 5)OVERLAPPED BY SECTIONS OF INCHES,FOLDED CLOTH AND ADJOIN EACH 0111ER,THEY SHALL BE B)ANY DISTURBED AREAS MOCHPLED. ARE TO BE U3T TEMPORARILY.AND WhIQt WALL BE RECRAOM LATER DURING Co NSTAXOTKIH SHALL BE MACHINE HAY MULCHED UNDERCROUNO ELECTRIC H)FENCE POSTS SHALL BE A MINIMUM OF 34 INCHES LONG AND DRIVEN A MINIMUM AND SEEDED W11H RYE GRASS TO PREVENT EROSION. MAY OR STRAW MULCFA �Is�rw...� OF III INCHES INTO THE GROUND. WOOD POSTS SHALL BE OF SOUND QUALITY $HALL BE APPLIED TO ALL FRESHLY SEEDED AREAS AT A RATE OF 2 TONS PER UNOERCROUND TELEPHONE HARDWOOD AND WALL HAVE A MINIMUM CROSS SECTIONAL AREA OF:54 SQUARE ACRES SALES SHALL BE UNSPOILED,AW-ORffD.AM FREE FROM NEED.SEEDS INCHES. AND ANY COMSE MATERIAL STREET @ ACCESS TO SITE OVER EODSTING pRIYE LZMT.TRWf;C,ETD.) FROM MAIN STREET NT t >)MAINTENANCE SHALL,HE PERFOItN,AEO AS NEEDED TV PREVENT BULGES W THE SILT FENCE DUE TO OEPO5IRON OF SEDIMENT. FiaO F CONTROL NOTES L) THE POLLOW04 STANDARD SPECIFICATIONS ARE INCORPORATED INTO THE WORM SHOWN HEREON UNLESS SUPERSEDED HY PROPOSED ROUTE OF UNDERGROUND H.OG'M<M W)REST ATOONS: PROPOSED CHAIN LINK FENCE(ryP.} ELECTA1C11'ELCO POLE SERVICE FROM COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF PUBLIC REFER TO DETAIL 1rz-4 EXISTING UTILITY POLE 70 PROPOSED N WORKS STM40ARO SPEC61CAiTON4 FOR HLGHNAYS AND BRIDGES PAD MOUNTED TRANSFORMER-REFER 1980 OR LATEST RLTASIONS THERETO TO 7/Z-4 FOR TRENCHING DETAIL PROPOSED T8D'JVIONOPOLE PROPOSED 12'Wlptw gCCESS GATE �� t E-/'tl Mt MFETLf_i PROPOSED ICE BRIDGE- EXISTING WME CO UTILITY POLE#3 L+T Io►Mlp REFER TO DETAIL 4rz-4 PROPOSED 8'-87121Y-0"SPRINT I�LJD1Y11 EQUIPMENT$LA8 - �• -- - - -- - - - -- ,-, _ NOT FOR GONSIRxmN PROPOSED SEDIMENTATIONCONTR _ ~- D�� BAR1tIMREFERTO N �rOPEF�nB.��f_'+ ---- PROPOSEDVEHHCLETURNAROUND ---- ---- ---' - - — — — PROJECT NO: F301775.19/F03 ^——————--— —EXISTING TELCO ENCLOSURE PROPOSED MULTI•M �E DRAWN 9Y: KJB EXISTING MULTI-AUER CENTER x J�-FyYA �, _'I t( - �A S; J� CHECKED BY: — ---- ISSUED FOR EXISTING C1NGULAR --.—~--~— WIRELESSBUILDING - - -�--%�� -25-5E DOING RIB" :11 F/ - EXISTING BUILDING 08-1D-0I FWX EXISTING IW MONOPOLE - ✓ ,,\�,�-. TO BE REMOVED (SHOWN DASHED) EXISTINGVOICESTREAM _--- CONCRETE SLAB f I' ,r>'_. - .._..._. <..- _, -- -y �� ' '� „`-� THE INFORMATION CONTAHNEO \ IN THIS SET OF DOCUMENTS `O q I$ PROPRIETARY BY NATURE, EXISTING ICE BR]pGE(TYP.} P ED&'WOE ACCESS GATE Y� ANY USE OR DISCLOSURE / tx :y OT14ER THAN THAT WHICH RELATES TO AMERICAN / PROP w TOWER CORPORATION 15 PAD STRICTLY PROH1817J=[?. EXISTING NEXTEL EXISTING 2 STORY GARAGE BUILDING :x' PROPOSED BOLI.A.R1.)( `. " JENNIES TOWER FOUNDATKNLI AND DESIGN TO BE FSERGLA+SS' PROVIDED BY TOWER MANUFACTURER O 4 i _ A PROPOSED T0.00 ENCLOSURE ' ;�✓� gGAWAM, MA 01001 2 J PROPOSED 1Z-0•417-0"VERIZON i VJNRELESS EQUIPMENT BUILDING - rr ,� T •/I ! SCALE. AS SHOWN PROPOSED ICE BRIDGE �, REFER TO RETAIL 5fZ-4 - i DATE: 07-25-01 r u s h 12ILDIN-0"ATBT �/ DRAYRNG 4 OF 6 \� UIPMENT BUILDING COMPOUND PLAN, / CIVIL NOTES AND LEGEND 1 ggmmm PUN �-L, I-2 salE: t•� 1a'-d aRAFNNc SO" NmaRICAN TOW=R Oo.eI�ORA.re� rs WNMT,'.ETON STPE. sNIIE N.CNF7.sASFT1R0. 63�osBes OFFICE:(97153-751-13r92 FAK: (976)2e1-9S07 Arc fM 7S5 BROOK S'FEU.BLDO 5 ROCK?WIL3,CONNECTrAff ateeo)-gas-sees Aw sm b AL t ST C 6 PROPOSED VOICESTRIENU � n n rap OF YO WER AIV,F,NNAE(S SECTORS TOTN) - a -Aal,EN-�JA C--__ PROPOSED CINMAM WIRELESS A n'n n ANTENNA& AWERM`(J SECTORS TOM) PROPOSED vam ANTENNAS(3 SECTORS TOTAL) PLAWNG 5i7B�k►lfSSiON PROPOSED AT&T ANTENNAS(3 SECTORS TOTAL} NPT FOR COvaaRlfCnO=N PROPOSED SPRINT is ANTENNAS(S SECTORS TOTAL) PROPO ANTENNAS VERVAN RSWIRELESS TOTAL PROJECT NO: F301715.19/FO3 ANTENNAS(3 SECTORS TOTAL) ------ »�uu_ 4NS. Nn IIII DRAWN 8Y: K I@ CHECKED BY: _ 4SSUED FOR i; i4-0t FiRAL � INN a ; SMALL—PROPOSED GREY AUfAm MONOPOLE GOIA,1 � SMALL BE GREY C%1CH ZTO SfEEL- m c � AMTEYipA3 SW,LL AIATCN 1OTYpi (!i THE INFORMATION CONTAINED o IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE R OTHER THAN THAT WMJCH ij�; RELATES TO AµERICAN TOWER CORPORATION IS STRICTLY PROHIBITED.A9YHEN MANUFACTURR PRDp0SE0 ICE BRIDGET.- A } LENNEB T PflOPE`Y�``�"�— PROPOSED WLT-, m FIBERGLASS COME DASNEn) PROPOSED ICE ORIOM MVJ PROPOSED 12'VIDE � ACCESS GATE ,804 MAIN STREET AGAWAM, MA 01001 PROPOSED 9PR1M D1154W 9011.ORNC eouv IAENT SLAB PROPOSED VERRON WIRELESS ;1 PROPOM am u!ROPO CMN � EN7l11PAIEAV7 HURAINO 'I U14K FENCE SCALE AS SHOWN DATE. 07-2.5-01 �. ApPROXi►fATE GRADE APPROXIMATE GRADE DRAWING 5 OF 6 -� Toa'w• ,an'-o' ss•-ot TT10-a• SOUTH AND WEST ELEVATIONS. 2 SOUTHq , yA , ,. Z-� sraLE =,16•�, 9NFRN1 Z-3 /few=RICAN 4PARC7VAL t.MORSEMENT_BL.00K- Tel W. R aoRnaM bN SrK PLAN APPROVED BY THE ACAWAw PlJWNOND AND ZONING 73 PRWCEMN STREET,sum 307 COMMISSION ON FL CPH16FORD,MA 01863 OFFM- (97@)-25t-0792 wT[ FAM (978)26e-9607 ET100RSt:D 8Y rwnuMr'a amunu,e paq p�L� Aki FewM APPLICANTSrM PLOISORETURNIb TO - _ _ - Lued VVA�B10�l+IYl9fIR".7 wAt 7%BROOK s1PIEE I BI,DO S ROCKY HA L,CONVECT#" F{BBDYBBY-s182 Are Sm VIMFLECY 8510 PIPEFEAD(VO+CE5fREAM/NENIEL) x r e r u 7.�, MIaROFL£CT B501 12' REFER 0 6/ EL2-4 13FICt/R�T130 - PE MICROFLECT 13" MICROFLECT 0549 PIPEGRA `'�,'q��/► TFTUSS SilPPORF (OHOULAR WW6..ESSS) PLAIIY�lfYl�ffF/R��yy.7�� 1AEFICN ��S ,.EE EE A)ID THICKNESS � o � A�IA.11\ t 8601 ++_Fr 1 3y 0ND1$R}RBED 1 -Mal 12" NOT FORfCIHS116Xa71.R 11-�'{ MICROFL=B130 REFER TO 6/2-4 •I s ` -^ �� cOMPRCTED 3 1/2-0 POPE a I 11 PER SPECIFlCA.T1pN I C� FAM W IC (s) 3/6's BOLTS FlN15H GRADE GRA $� PROJECT NQ:F30f715.1li/F03 Y r.AM OR NATN6 M€CROFt ECf 870i ; FlF69F'.EO CRATE PER EAHWORK 9C�) RT 02'NICE CALY. TELEPHot1[ * �I I y— rnECInCATKiN ;.. '± �ja:.. DRAWN BY: KJ9 'r41)'IEF�ASPCPHI[C O tE - MOCROFLECT Bt 100 d til�i .: .j; ;F3 T1E'o♦e'D.C. SIZE PER IOCAl TEL umJTY wwaNO TAPE TWF5777M w/t/4^9 a 3 w. , CO.(t ACTIVE. STAINLESS sTEa 5 w , _ b �` '' k c4NaREt+ CHECKED BY: f ST}ARE COA�UR ypy�p� MWDIaNFr CONCRVE € �i;.. I; Es REQUIRED) S•ppC AppusqR 46-POIYERSW W i-�. -r€i€ ��+ hS4 RE9AR ISSUED FOR 4'Mw m SEOONLVRY ETECTRIc t M FNNCER CAKE HANGFR BIBRAGKET 12•i r:':€6Y: -25-U1 20NeiG REYEIF t MTV 70 PROAµRY ELEGILOC t V-Q'ax-, MAx DB-10-U1 F1NAL ! ! 't ffirm LTION UM=cN 10 EquRO MAXIMUM Kr'3PAC1N0 @ErwE1:N PM SUPPORB MAtfIMUM fQ'sF'ApNG BETTY€N POSE SUPPORTS 1BtN I.GCR2.L1TeLlTY COMPA4IY RETRAREMEFIF$ AIL 6 S PC�flT L]E1` 5 MEO WAl! 4 SCE a C>v 2-4 SCALE:PVT.& z-¢ SCALE 1 1/2•- t'-0' X-4 SCALE: +'- +'-Q• Z-4 SCALE L'- 1'-0' THE 174FORMATION CONTAINED 1N THIS SET OF DOCUMENTS IS PROPRIETARY 8Y NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER CORPORATION IS STRICTLY PROHIBITED. POSTS 1. SET POM FNp FARE 2. STAPLE THE OUTSIDE>�ACE CONTINUOUS TOP ur E%GYATi;A 6 %8' WARE Mm 2'DWAOF MESH pglNcp `t MR OANOLKDOOWHNSLOM POST ENO POSTPENCM ro FEFOC.E FABRIC RAOL ANO SELF CLEANING PROMAtI ONA TOP RAR �'c r %r;�, , NE057-fR-tom @'CORNER POST p�•pQ ROE ' NEAVY OUtY:< �SS 2'OM fiN.VANF2E0 1 t 4* x #GAIE LOGTFON _ ANT lUR{YBlJCKL6 / •i ?' v* AAA LATCTI tR�E POSTS -� < ASSEMBLY A7 u'�t'y .\ ,Jr ONLY 10 OC MAC(fYP) 'r. ALL[70RFtERs PAfL �` 'r vT MAIN STREET K < y { ABG WAM, MA 01001 ea"MLH 16 CEWM RAIL TENSWH F < h T 3/B'A POPE OEPIFI FROM CORNERrq: ;,2'� RK1E it �V _�+FP,v:FE DATE SCALE: 0 �TO THE CONTINUOUS POST ✓vv„ 2 <' AS SH WN CONTIN I, F � :',� APPROMMATFstoPE TOP a� LAND DATE 47-25-01 FARM 3. ATTACH FTLTFR FABRIC 4_ B/CKP6.L?w OWE-REFER CON TO C SO i-g Y,' K,yj 3Ri�:it i ! �ETENo�TINE cG tHE UROUND COVER '! i' 'i 1'- i :f7 '!f I =ji" DRAWING 6 OF 6 TRENCH. C.=A tflO salt, CRQUtyO 1rPLrx II- j I .. '{ I I. _j iI _ ; I• COVER 3500 PSI o r fr i I.� -1= CpNNxtB7E € II- I I- J Ali - � JI COMPACTED is _* ��. 'I - �: - I_.. I I- BACKFRL nt ttadc caNC�TE I_ •4 I Lk =1 I ; 7i SITE DETAILS • t'-6• + PIERlam -Y t.FORCE POST SPACING NOT T4 F]LCEED iW-W D.C. 01A. +'-8' f 2.TE1MM ALL BARBED wK ID SNUG TIGHT. 3,nHW TO WA71.St IDUSTMR 7-6• 0 SEQAulEfATSON QMBQL,BARER�-SLT ff-M E FV VED L.- DN Z-4 BCALE MT,S. z-4 SCALE NTS L _eITiVAL JGA�TE_�`-M�'FIcGLAFISJI\ Z-4 X-4 see N.TS TOWN OF AGAWAM MEMORANDUM �MA� To: Planning Board CC: File ftom: Engineering Date: February 26, 2002 Subject: Lennies Fiberglass / American Tower - 1804 Main St. - Site Plan - SP 388 Per your request dated February 26, 2002 we have reviewed the site plan entitled, "American Tower Corporation; Prepared For: Lennies Fiberglass, 1804 Main Street, Agawam, MA 01001; Prepared By: URS Corporation AES, 795 Brook Street, BLDG 5, Rocky Hill Connecticut; Latest Revision: 2/20/02". We have no comment at this time. Sincerely, J � , A Rick S. Seiiinitwr /laAmes T. Daley, P.E. Civil Engineer I n Engineer S Asiteplan\Sp388 03.wpd MEMO TO: Engineering Department FROM: Planning Board DATE: February 26, 2002 SUBJECT: Revised Site Plan -American Tower Corp. - 1804 Main Street Please review the revised Site Plans that were submitted to your office on February 25, 2002 to be sure they are ready for the Board's signatures. Thank you. DSD:pre TowN of AGAWAM MEMORANDUM To: Planning Board CC: File From: Engineering Date: February 5, 2002 Subject: Lennies Fiberglass / American Tower - 1804 Main St. - Site PIan - SP 388 Per your request dated January 31, 2002 we have reviewed the site plan entitled, "American Tower Corporation; Prepared For: Lennies Fiberglass, 1804 Main Street, Agawam, MA 01001; Prepared By: URS Corporation AES, 795 Brook Street, BLDG 5, Rocky Hill Connecticut; Revised Date: 8/10/01," and we note the following: A discussion between our department and Mr Dean Gustafson of Vanasse Hangen Brustlin, Inc. transpired Tuesday February 5, 2002. VHB is acting on behalf of the applicant, American Towers Corporation. The topic of discussion was site plan issues relative to the subject site. Mr. Gustafson agreed to address items #2 & 43 from our memo to Planning dated October 31, 2001. A copy of this memo was faxed to Mr. Gustafson. We have no further comment at this time. Sincerely, Rick S. Seidnitzer Ja4es T. Daley, P.E. Civil Engineer I Town Engineer FED 0 6 2002 SAsitep1an1Sp388_02.wpd Ai i $i'!:,� iv'.':'•� Aii&ieL, Town of A. awam ,4. 36 Main Street Agawam, Massachusetts 01061.1.837 Tel. 41.3-786-0400 Fax 413-786-9927 MEMO TO: Engineering Department FROM: Planning Board DATE: January 31, 2002 SUBJECT: Site Plan- American Tower Corporation Telecommunications Facility Expansion Agawam, MA Please review for the Planning Board's signatures, the attached Site Plan for American Tower Corporation. Your prompt attention would be appreciated. DSD/jsg Attachment r . Transportation Land Development Environmental s �� Services • b +' Xrl imagination mnovatwn energy Creating results for our clients and benefits for our communities January 29,2002 Vaiu sse Hranz7Pn-B.ustlin, Mc. Ref: 40528 Dennis Hopkins,Acting Chairman Agawam Planning Board 2 36 Main Street C Agawam,Massachusetts 01001-1837 Henry Kozloski,Chairman Agawam Conservation Commission 36 Main Street Agawam,Massachusetts 01001-1837 Re: American Tower Corporation -- Final Site Plans and Riverfront Area Restoration&Landscape Plan 1804 Main Street Agawam,Massachusetts Dear Gentlemen, On behalf of the applicant,American Tower Corporation,Vanasse Hangen Brustlin submits four(4) copies(3 for the Planning Board and 1 for the Conservation Commission)of the final site plans and Riverfront Area Restoration and Landscaping Plan as part of the permitting of the expansion of the American Tower telecommunications facility. The site plans have been revised to incorporate a dry well to collect any additional storm water runoff in response to a comment received from the Agawam Engineering Division noted in an October 25, 2001 Interoffice Memorandum. In addition,the Landscaping Plan has been revised in response to the three (3)conditions of approval received from the Agawam Planning Board during their January 3, 2002 meeting. I. The trees and shrubs have been reversed in the Entrance Planting Plan to address potential site line concerns;to further address this concern,Anthony Waterer Spiraea has been chosen to replace previously proposed American Hazelnut and Gray Dogwood due to its shorter mature height. 2. The Chokecherry,Shadbush,American Hazelnut,and Gray Dogwood planting stock have all been increased in size. 54 Tuttle Place Middletown,Connecticut 0645 7-1 84 7 860.632.1500 ■ FAX 860.632.7879 email: info@vhb.com IA40528\dots\1etters\fina1 site plan covlet.doc www.vhb.com I 3. The following note was added to 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." Should you have any questions concerning this submittal or require additional information,please feel free to contact me at(860)632-1500. Very truly yours, VANASSE HANGEN BRUSTLIN,INC. an Gus fson C) Project Manager c Enclosures - GJ cc: Karen Hirschberg,DEP-WRO Leonard &Birdie M.Gardner Carrie Fitzsimons,American Tower Corp. file ,n 1:\40528\dmsVetter5\final site plan omlet.doc Town -of Agawam 36 Ma.0 Street Agawam. Mas achusetts 01001-1837 �. Tel. 413-786-0400 Fax 413-786-9927 January 8, 2002 _.. Brian Hachey Zoning Representative `- American Tower Corporation 73 Princeton Street, Suite 307 North Chelmsford,MA 01863 Dear Mr. Hachey: s At its duly called meeting held on January 3, 2002, the Agawam Planning Board voted to approve the Site Plan entitled: "American Tower Corporation, MA-310, Proposed Telecommunication Facility, Agawam, Massachusetts 01001, Proposed 190' Monopole Tower," prepared by URS Corporation AES and dated July 25, 2001 with the following conditions: 1. The revised Landscape Plan dated December 18, 2001 and prepared by Vanasse Hangen Bruslin, Inc. is approved with the following alterations: A. The trees and the shrubs are to be reversed in the treebelt area. B. The Chokecherry, Shadbush, American Hazelnut and Gray Dogwood are to be increased in size. However, in the location of the treebelt, the American Hazelnut and the Gray Dogwood are to be of a size so as not to obstruct the view of vehicle operators exiting the site. C. The following note is to be added to 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." Three (3) copies of the revised plan are to be submitted to the Planning Board for its.signatures. If you have any questions, please contact the Planning Office at 786-0400, extension 283. Sincerely, () a,, g f Dennis Hopkins, Acting Chairman Agawam Planning Board cc: Clerk, Building, Engineering, VHB, File TRANSMITTAL Transportation 101 Walnut Street ViluUD Land Development P.O.Box 9151 Date: 01/02/02 06419 EnvironmcuM Services Watertown,MA 02471-9151 Project No.: 617 9241770 fax 617 924 2286 Re: American Tower site To: Deborah Dachos Agawam Planning Board We are sending you: ® Enclosed ❑ Under Separate cover via Regular Mail the following items: ❑ Shop drawings ® Prints ❑ Plans ❑ Diskettes ❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ Other Copies Date No. Description 1 01/"02 Revised Landscaping Plan for American Tower site. These are transmitted as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit Copies for approval ® For your use ❑ Approved as noted ❑ Submit Copies for distribution ❑ As requested ❑ Return for corrections ❑ Return Corrected prints ❑ For review and comment ❑ For bids due ❑ Returned prints on loan to VHB REMARKS: I will bring more copies to the meeting tomorrow night 4 fl. iJ Copy to: By: Gene Crouch l . TransporUtion Land Development. EnVironmental - IM Wahmt Street + Post Office Box 9M WatcttG'Hm Mawach=etts 024n 6J y 9,24-IM Eft-f m=ental Dept"FAX 617 923-2336 FAX Tral'1smittal Deliver To; From•- Go:nnpany- V11$Pro]act Na „ xelep4mic No.: -- FAX No.: 6I Original 01 WM be sent on� Date and Time: TclecOpy '4'ITill not be sent— - -- _ �'otai Nmnbes n1E Pages EYacluding Transmittal Fo7ank � . \t�ek�a cialn�FS\Clamcdngr\VAlmOUS>"Paxmansaempl.dac r I C`bo•()kI HIAI "Mn I N-A I HM RHA WATR:C� TRR;?•R;D.•.)- Ca 1 Transportation Land Development Environmental Services 101 WalnutSteet Vanassg Efang=_R 2LCdi?7, h . p.0.Box 9151 watertowY,,NIA 02471 9151 617 924 1770 FAX 617 924 2286 Memorandum TO: Deborah Dachos Date: December 27,2001 Project No.: 40528 from! Gem F.Crouch Re. American Tower Landscaping Plan After receiving your comments regarding the most recently proposed landscaping plan for the American Tower site,we have revised the plan to include the following items: ➢ Additional plantings have been added to the entrance to the site as shown on the attached plan.These plantings include six pin oak tree plantings,eleven grey dogwood shrub plantings,and eight American hazelnut plantings. These plantings are intended to provide additional screening of the telecommunications compound.Due to existing structures on the site,additional plantings iminediateiy around the telecommunications compound are not feasible. All eastern white pine and pin oak tree plantings proposed arauxid the tower compound have been increased in size from 1.5-inch to a 2.5-3 inch caliper.Tree sizes larger than S-inch caliper are generally not commercially available and,often do not survive well without intensive monitoring and care. Upon your approval of these changes,we will finalize the planting plan and resubmit it to the Planning Board and Conservation Commission for discussion at the next available hearings, ityou have any questions regarding these revisions to the landscaping plan:for the site,please do not hesitate to call me. N3 3AVd IAHO W W- - � t - On AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: October 29, 2001 DATE RECEIVED: October 15, 2001 DISTRIBUTION DATE: October 15, 2001 PLANNING BOARD MEETING DATE: November 1, 2001 APPLICANT INFORMATION 1. Name of Business: American Tower, Inc. Address: 73 Princeton Street, Suite 307, N. Chelmsford, MA 01863 2. Owner: Same Address: Same Telephone: (978) 251-0792 Fax: (978) 251-9507 3. Engineer: URS Corporations AES Address: 795 Brook Street (Building 5) Rocky Hill CT Telephone: (860) 529-8882 Fax: PLAN REVIEW Scale: V = 40' Date: July 25, 2001, revised August 10, 2001 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): O.K. Description of Project: Demolition of existing I90' monopole which presently can support three (3) carriers to be replaced with a 190' monopole which can support six (6) carriers. The new tower will be to the east of the existing tower by approximately 35'. The new compound is approximately 40' closer to Main Street. Site Plan Review Page 2 Description of Site: Site was previously disturbed for the original tower construction. The proposed new location is where the Planning Board required that trees be planted to serve as a screen. See the attached previously approved plan. Provision for Traffic Flow: Access to the site remains basically unchanged with the exception of the gravel access drive which is now proposed to be enclosed in the compound. Parking: N.A. Drainage: See Engineering comments. Public Utilities: See Engineering comments. Landscaping/Screening and Buffers: Applicant has made no effort to screen the facility. No landscaping plan has been proposed. Sign Location: N.A. Exterior Lighting: Not provided. Rendering or Elevations: Not provided. Dumpster Location: N.A. Other Comments or Concerns: Why is the transformer outside of the building? Applicant should discuss why the existing foundation can not be utilized? CENTER OF PROPOSED LEASE AREA PROPOSED OVERHEAD ROUTING PROPOSED SED I MENTAT!aN LATITUDE : 4 2 `01 ' 5 5 . 8 OF TELEPHONE AND ELECTRIC { CONTROL BARR#ER. TO BE LONGITUDE : 72«37 '06 . 4 SMILES TO RUIN FROM EXISTING 3 TBHI WI= WME CO-NET & CO COAXIAL GROUND EL- 74 . 3' 1II CO-NET �C CO UTlL43Y POLE HUB/TAG (;SET) OX 2t�5 CABLE #DX 205 TO EXISTING fINuIE CO E L -7 9.8 Cf Q MARK 100' WETLAND BUFFER #3 POPE Al TX WHITI~ ASH OR CaTTONYI�OCX3 EX I ST I NfG IV!►IE CO. Al RX 4"--5" CALIPER, PLANTED 5' U3 i L I Tlf PALE #3 OFF PROPERTY LINE (TYF.) 20' WIDE ACCESS EASMENT � `�� ; 'CD A2TX 588•` 1 A2RX WHITE PINE 4 -5 CALIPER, - - ,..,._.... r. PLANS 10' OFF PROPERTY LIME t*. BIRX 62RX `�` r a O I Vit {CITX i t ~ C1RX B i T ' o M!M CO c2TX t ��.~-'�;� ' ~. \ � � coNC '' �' S `•zas C2RX �,�IRON f Nt� i r R �6x \ ' k XISTIN DRIVE u � EL 1= 7 s �. ti • t STORY (SOU,TH q 14 i�'��-,`�_ ��'� �� .` ` U I LD f N + �'�` �` ED PIN \ Q ' 24' Xt1' f PO f T �r _ �_______ �_ I PERp -`, �., SFE 1� 1 'I� �{ �� _ �- _ '_ �jYP, # 6 CONC FOR LAYOUT �� 70' �; j ` - _ - ->> ,;�`\ \ �� i t --------- PAD EKISTI 51 1=AflI \.__ ;�;`�� EX I ST IN A -- �� A t� Ur { , ------ 2 STORY ,r- t COAXC BLOCK GARAGE COAX `, ��___-_,�- ,, `- 88 5 34 W �tATI* LOCAT taN OF STREA T__ / t WME# CO WME CO CD COAX •� __ ------ A MAP K1 BLOCK 1 LOT 2 WME CQ COAX - = ` ` \ . ; DAMES C $c NORMA R 59B-207 WALTERS --� `- t� � _;��-� �-� `� - 1 ___ ._ - •� \ r V 1 810 MAIN ST TFVNA : : '-ti '� - -,_ ,w_ ---`� AGAWAM, MA 01001-2578 .my"W - , ,_R Tom=-=:--_- __----- _-- -. _ w _ { BK 3400 PG 15 CAI ` t� { - — - - --- - - ,.1_ i I srrE DEVEL OPMENT A— SCALE: l' =40' 0 25 50 100 150 TRUE NORV 1}^ mAatar3w!va �w ^ j3Y7a u �� R �w '• h �� Transportation Land Development. Environmental 3erxices 'AM Wah=t Street r�n = RuwAnf Inc.� r Post Otiicc Box 9751 wat=wwn Massachusetts 02471 617924-1771) EnvixommenW Dept.PAX 617923-2W6 FAX Transmittal Delivu To: ��c�ws ]FDOMI! r Compsny-- 4_. VHB xroject No- Telep4 me No- FAX No.: Original of Will,Z be sent on Data and Time: Tslecagy Will not be sent Total Ni mbez of pag"(Including Tsa:unittal Fob: �J �uackuaminr�srG�,mmiags\VAREOUSnSeaanpt.dx T'd E178'ON dW NM0iH31dM HHA WdTo:s T002'82'03Q 922E EEG Ll9 Transportation Land Development Environmental $ e r V i c e s 101 Walnut Street Van &W HanOM RrUld -F.0.BOX 9151 Watertown,MA 02471-9151 617 924 1770 FAX 617 421 22M Memorandum To. Deborah Dachos Date: December 27,2001 Project No.: 40525 From: Gene F.Crouch Re r American Tower Landscaping Plan After receiving your comments regarding the most recently proposed landscaping plan for the American Tower site,we have revised the plan to include the following items: ➢ Additional plantings have been added to the entrance to the site as shown on the attached plan.These plantings include six pin oak tree plantings,eleven grey dogwood shrub plantings,and eight American hazelnut plantings.These plantings are intended to provide additional screening of the telecommunications compound. Due to existing structures on the site,additional plantings immediately around the telecommunications compound are not feasible. All eastern white pine and pin oak tree plantings proposed around the tower compound have been increased in size from 1.5-inch to a Z5-3 ranch caliper.Tree sizes larger than 3-inch caliper are generally not cry.umercially available and often do not survive well without intensive monitoring and care. Upon your approval of these changes,we will finalize the planting plan and resubmit it to the Planning Board and Conservation Commission for discussion at the next available hearings. if you have any questions regarding these revisions to the landscaping plant for the site,please do not hesitate to call me. 2'd 8178'ON dW WMOia31aM 8HA WdTO:S T802'82'33tl I 3 N 3A_1 d aD Aft. fp N MHO cq cq W �# W e • - 00 4 cn �. E'd Et8'ON UW NMOI2UiUM SHA WdTO:S T002'$2'334 Dec 05 01 04: 44p nmeri--an Tower Chelmsford 970-251 -9507 p. 2 y /Vv MKIC,AN sCWV=— t December 4. 2001 PI:3nning Board 36 Main Street Agawam, MA 01001 VIA FACSIMILE RE: Arneric:an Tuwer Corporation Site Play Review Dear Board :Members. Please allow this letter to serve as a request for a continuance of our hearing scheduled for December G, 2001, to the next regularly scheduled Ptanning Board meeting. It is our understanding that the next meeting will be December 20, 200I. Thank you for wour time and consideration in this matter. If you should have any questions or concerns, please do not hesitate to call. Sincerely. Carrie Fitzsim ins Zoning Manager A'-11F1,-''C'AN'i O'tVF;i�CRPORA-or. 73 PRI;I`JI-ON STRE=T. S JITF 107, NORI-H CHELMSFORD. MASSACHUSEVS U186:A ?78;251-0792► -AX 91811 1.95ti;i' � Y 0 TowN of AGAwAm MEMORANDUM y p MA To: Planning Board CC: RSS / File From: Engineering Date: October 31, 2001 Subject: Lennies Fiberglass / American Tower - 1804 Main St. - Site Plan - SP 388 Per your request dated October 15, 2001 we have reviewed the site plan entitled, "American Tower Corporation; Prepared For: Lennies Fiberglass, 1804 Main Street, Agawam, MA 01001; Prepared By: URS Corporation AES, 795 Brook Street, BLDG 5, Rocky Hill Connecticut; Revised Date: 8/10/01," and we have the following comments: 1.) As a courtesy to the Conservation Commission, we note that the location of the proposed buildings are no closer to the flagged wetlands and stream than the existing buildings (approximately 60') in this lease area. An additional +/- 800 s.f. of impervious area is being created with this new construction. The plan includes the location of erosion/sedimentation control devices and details as well. 1. The scales for the Location Map on page T-1 and the scale for the Vicinity Map on the Partial Boundary& Topographic Survey page are incorrect. 2. A Storm Drain Permit will not be required from the Department of Public Works. There is an insignificant amount of additional impervious area being created. However, Engineering recommends that a dry well (provide construction detail) be installed on the west side of the fenced area and said construction area be graded (provide grading plan)to collect any additional storm water runoff. 3. The remainder of the new lease area shall be gravel similar to the gravel coverage at the existing site. Provide gravel pavement detail. 4. A copy of the proposed plans for the foundation of the 190 foot monopole should be added and stamped and signed by a Professional Engineer. 5. All plantings must be returned to their original condition prior to the completion of work. If possible, it is suggested that any trees which need to be removed be relocated to the immediate northeast and/or southeast of the lease area. 6. The following notes should be added to the plans: 1. "Prior to any installation of any sewer, water, or drainage systems, the contractor/owner shall contact the Town of Agawam's Engineering Division, 786-0400 x 275/8. No piping/appurtenances will be installed or backfilled without the permission of the division." 2. "All plantings must be maintained and that portion of the public way abutting the parcel and including the tree belt shall be maintained in a safe and attractive condition by the owner of the parcel." If you have any comments or questions, please do not hesitate to contact our division. Sincerely, James T. Daley, P.E. Town Engineer S AsiteplanlSp388_O I.wpd MEMO To: Planning Board From: Sergeant Donald Galleran Subject: Site Plan- American Tower- 1804 Main Street Date: October 31, 2001 The proposal to rebuild the existing telecommunications tower at 1804 Main Street will have no impact on pedestrian or traffic safety. eel R TOWN OFAGAWAM 36 MAIN STREET a, AGAWAM, MA 01001Cn � !r __4 yo 1� DECISION OF BOARD OF APPEALS - Petition of: American Tower Corporation Premises affected: 1804 Main Street Date: October 15, 2001 Case#: 1665 The Agawam Board of Appeals conducted public hearings on September 27, and October 4, 2001, and a meeting on October 4, 2001 at the Agawam Middle School Cafeteria, 68 Main Street,Agawam, MA, for all parties interested in the appeal of American Tower Corporation which is seeking a Special Permit in accordance with Section 180-7 of the Zoning Ordinances which would allow for the reconstruction of an,existing monopole telecommunications facility at the premises identified as 1804 Main Street. After the public hearings and after a thorough review of the facts presented at the public hearing and an "on-site"inspection, the Agawam Board of Appeals made the following findings: 1. The subject property is located in an area of Town zoned Industrial A. 2. The petitioner wishes to replace the existing 190'monopole and expand the telecommunications facility. 3. Section 180-7, Paragraph B2 states a building or structure or land being put to a nonconforming use may be "altered or enlarged in that use,but only after the granting of a permit thereof by the Board of Appeals". 4. Opposition was expressed at the public hearings. 5. The specific site is an appropriate location for the proposed use and structure. 6. The use as developed, subject to the conditions set forth herein, will not adversely affect the health, safety or property values of the neighborhood. 7. There will be no nuisance or potential hazard to vehicular or pedestrian safety. 8. Adequate and appropriate facilities and controls will be provided for the proper and safe operation of the proposed use. Based on its findings, the Board is of the opinion that the requested relief is within the authority of the Board of Appeals to grant a Special Permit as stated under Section 180-7 of the Zoning Ordinances. 1*� Page 2 i American Tower Corporation Case #1665 _ Therefore,by the unanimous vote of its three members, the Board of Appeals grants the Speial 8 Permit subject to the following conditions: `' 1. The tower shall be of monopole construction. 2. The project shall be constructed according to the plans submitted to this Board. '. , 3. The monopole shall be no higher that one hundred ninety(190) feet and no higher the the height at which lighting is required by the Federal Aviation Authority. 4. Prior to the issuance of a Building Permit, applicant shall obtain any and all applicable approvals from Town Boards, including but not limited to the Planning Board and the Conservation Commission. 5. The applicant will notify the Town immediately if its license and/or permit issued by the Federal Communication Commission is revoked. 6. The applicant will provide the Town with a certificate of liability insurance naming the Town as an insured in the amount of four million ($4,000,000) dollars for injury to persons and/or property resulting from or relating to the telecommunications facility. 7. The applicant will demonstrate,prior to construction and annually,that it complies with any and all federal, state and local laws, rules and regulations. 8. The applicant shall continue to honor Condition#6 of Case#1552 which required the applicant to enter into an agreement with the Town in the event that the facility is no longer in use. 9. There will be no storage of combustible materials on the subject property. 10. There will be no lighting of the tower and any lighting provided to the fenced-in area must be directed inward so as not to stray from the boundaries of the subject property. 11. The applicant will maintain the site in good order and condition. 12. The Town will be permitted to install a public safety repeater system on the tower so long as said system does not interfere with applicant's use or the use of other co-locators. If said equipment is available at the time the tower is constructed, applicant will install the equipment on the tower without any charge to the Town. 13. The applicant shall allow additional telecommunications carriers to locate equipment on the tower and at the site for fees consistent with market rates. Co-locators shall be allowed on the monopole tower without the need for an additional special use permit. Additional co-locators, however, must obtain any and all other permits required by the Town of Agawam Zoning Ordinances including building permits and variances as applicable. 14. The applicant shall take all reasonable steps needed to minimize the visual impact of the facility by use of appropriate painting and screening. 15. The petitioner shall record with the Hampden County Registry of Deeds, a"Notice of Special Permit" form,which shall be provided by this Board and proof of said filing must be submitted to this Board and to the Inspector of Buildings. 16. This Special Permit shall become null and void if construction does not commence within o ) years from4he date of this decision. ichael YUU Ronald Hebert /v/e /6tDoreen Prouty AGAW& FIRE DEPARTMENT AGAWAM PLANNING BO TE- GN. poem Form D Sao- Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to: Agawam Planning board Office of Planning and Community Development 36 Main Street , Agawam, MA 01001 M n cn a 0 > 1. Name of Business_---A t N c. � 4 Address F 2 i j, -FTb SL -La . w (T-f "��N ELMS r=o R-T- rkA.of S(a 3 Telephone_ 9?8 5 l - `l` Fax 2. Name of Applicant/Owner—A E R t C At•# i o u a t2 n a e Address 13 c.6-m N 5 T. S 502 Telephone `s* ;-5! - 0-2 9 a _ —Fax `ir � 95 f 1-5 a 7 - 3. Name of Engineer/Architect Q A G Cc 2 20A AM a n3 /4 F-5 Address 2 J a fc Sr• L 0 G 5- q,,:,;; Telephone_ 4. Please give a brief description of the proposed project: ON k h�' ?. i Q��cs - .rtb�, ;� mac. cx�s�,�� lip � e �0o ,� rv•uncci" `v'aS - � on '�' c. ' �. <- fin � ' ) t evi 9d 9112100 o F,AG AGAVIAM FIRE DEPAR ENT �� 800 MAIN STREET • AGAWAM, MA 01001 T , TELEPHONE (413) 786-0657 FAX 413 786-1241 ca *% David A. Pisano Chief of Department 0 spy Stephen M. Martin Deputy Chief FIRES 10/17/01 RE: 1804 Main St. Wireless Communication Cell Tower Dear Board Members, Please be advised that this office has no objections to this Cell Tower,but a discrepancy exists in the description versus the plan. One shows a generator(the plan)and the application says nothing about it. If a generator is to be installed, (none currently at this location)full specifications should be forwarded to this office for determining permitting needs and safety devices. FIRE INSP.M.MERCADANTE I MEMO TO: Building Inspector, Engineering Dept., Police Dept., Fire Dept. FROM: Planning Board DATE: October 15, 2001 SUBJECT: Site Plan -American Tower- 1804 Main Street Please review and comment on the attached Site Plan for American Tower at 1804 Main Street prior to the Board's November 1, 2001 meeting. Thank you. DSD:pre I r AGAWAM PLANNING BOARD Form D Application for Site Plan Approval Please complete the following form and return it and 10 copies of the Site Plan to: Agawam Planning board Office of Planning and Community Development 36 Main Street I> S Agawam, MA 01001 r? _ Co Co 1. Name of Business AmcrzkcaNi ►.�L ry n Address_ V fZ I M C ET-D t _LT . -- u j 'S kl , t_ C.0 F L rn-5 r0 6S (Q Telephone-9 I a} l L l_- b `i - Fax _ 1 11 S a I 2. Name of Applicant/Owner A M C R v W 2 N C'. — Address_ 5u tom- 50-1 CHCLM,�Fo o (P63,.— Telephone `� I - 0'2 Y a. Fax ` -762 a-S 1 - 15 0 7 3. Name of Engineer/Architect Q R ej CoZ o Lk ArrM o I7 �4 F-5 Address_ '715 9&L o K Sr- J13LOC— 5 , 60��j HILL CT- Telephone ( �d� �`i — g Fax 4. Please give a brief description of the proposed project: �,l�co �► u�1�� a ;�Sr ©� G 5e I Vaa,IR �S Revised 9/12/00 N Vanasse Hangen Brustlln, Inc. Transportation and Development y x Environmental Services E ices - - - -:x- -' :,Y 101 Walnut Street, P.O. Box 9151 ..- — ,� ,' � " �'' .. .--_. -- . --: ': :: -:. -•..=.�. ---•:•::� -� Watertown,Massachusetts 02471 617 924 1770 •FAX 617 924 2286 '. f .• .• or 3 l I ? AREA OF. TRASH/DEBRIS REMOVAL AND JAPANESE AAsP I _ M_. KNOTWEED REMOVAL _ EROSION CONTROL - BARRIER - : a AREA OF JAPANESE ! KNOTWOOD REMOVAL v TRAS p NEB J i I H REA4O EA 0� I : aL RE I AREA OF �TR A S H/D EBRIS r: REMOVAL RO AH 1 R I _ r - AH f ;fI : I : : I / 1 ' GD `RO � j t ! Site Clean-up Plan 'AH I RO i I N SR AREA OF PREVIOUS PLANTING `\ f O f f ' TO REMAIN f D G i 1 RO J I I l YJ/ .1 i - '_�:�: - _%• I No. Revision I Da; Appvd. f 'r WP Y SI3' Designed b Drawn b' Checked b _ 9 y y y i PRE f ANC j \ CAD checked by Approved by SAPLING/SHRU ��A RELOCATION I ScoielF,_2n, Date i2/1s/aiAREA SAPLING/SHRUB EROSION CONTROL� H RELOCATION GD i E f \ AREA BARRIER Project Title C .% ;, - ,,s American Tower Corporation -' Telecommunications Facility Entrance Planting Plan sB r ' / } , i : 1 r. A" GD Expansion C 0 0 AH 20 0 20 40 GD o. Agawam, MaIsIsdchusetto GD SCALE 1N FEET ;r c (30L E3 Issued for S' / S. AH C . c C 0 t' SB ` ••% GD 0 GD 0 Planning Board GD ' - Not Approved for Construction r, WP Drawing Title $B Landscaping AH Plan I`'LANT LIST — — — — — KEY BOTANICAL NAME COMMON NAME SIZE NUMBER #UFO PINU5 STROBUS EASTERN WHITE PINE 2 1/2"- 3" Gal. 12 — — DrmNing NumberPO QUERCUS PALUSTRIS PIN OAK 2 1/2"- 3" cal. 3 R QUERCUS RUBRA RED OAK 2 1/2"- 3" cal. 6 1 ' tiuouaarap CC PRUNUS YIRGINIANA CHOKECHERRY 3' - 4' toll 10 I ``, o`�SS�►CFlU3'F�,,,., 5B AMELANCHIER CANADENSIS SHADBUSI-I 23 6• STf �� y AP CORYLUS AMERIGANA AMERICAN HAZELNUT 2' - 3' tall 36 GD CORNUS RACEMOSA C=RAY DOGWOOD Be z rm" � ARIW TO BE SEEDED WITH NEW ENC%LANG ER0510N CONTROL/REFORATION MIX Planting Scheme 20 0 20 40 _� Sheet of n ��0 1 1 el SCALE IN FEET '9s:''?:n,,<•�`'x�e�',' Project Number 40528 Siteplan.dwg APPROVAL & ENDORSEMENT BLOCK AMERICAN SITE PLAN APPROVED BY THE TOW =" R AGAWAM PLANNING AND ZONING coRFMCORA'rIcN COMMISSION ON 73 PRINCETON STREET, SUITE 307 N. CHEL.MSFORD, MA 01863 DATE ENDORSED BY OFFICE: (978)--251-0792 FAX: (978) 251--9507 CHAIRMAN'S SIGNATURE DATE SITE PLANS RETURNED TO A&E FIRM APPLICANT ON DATE YNS C#pTP1?Mr1VN*41S "5 BROOK SWEET, BLM 5 ROCKY HILL, CONNECTt= i-(860}-529-8882 A&E SEAS., C:� CD FR F- ' FR --I- I ICH R SA TRUMA 310 L '' PROPC-) .q- Fn TEI ECOMMI INI . CATIONS FACII ITY PLANNING SUBMISSION PROPOSED 190 ' MONOPOLE TOWER ABUTTING PROPERTY OWNERS NAME STREET ADDRESS MAP/BLOCK/LOT PROJECT NO: F301715.19/F03 STUART AMUSEMENT COMPANY N/A K1/1/1 DRAWN BY: KJB JAMES C. NORMA R. WALTERS N/A K1/1/2 JEAN W. TARR & LAURIE ANN DEHM SOUTH STREET K1/1/4 CHECKED BY: 4 ISSUED FOR 07-25-01 ZONING REMEW LOCATION MAP 1 "=500' VICINITY MAP 1 "=5000' PROJECT SUMMARY SHEET INDEX °�-- o—°1 FlN& �s� ` SITE NUMBER: MA-310 SHT. z DESCRIPTION REVISION DATE 3 SITE ADDRESS: 1804 MAIN STREET NO. NUMBER ry AGAWAM, MASSACHUSETTS 01001 ASSESSOR'S PARCEL NO.: MAP K1, BLOCK 1, LOT 3 N THE INFORMATION CONTAINED T-1 TITLE SHEET 07/25/A1 y IN THIS SET OF DOCUMENTS LOT SfZE: .5± ACRES IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE Y JURISDICTION: TOWN OF AGAWAM S-1 BOUNDARY AND TOPOGRAPHICAL SURVEY 07/25/01 OTHER THAN THAT WHICH PROPOSED AMERICAN TOWER SITE LOCATION N RELATES TO AMERICAN - PROPOSED AMERICAN PROPERTY OWNER, LEONARD C. GARDNER & TOWER CORPORATION IS TOWER SITE LOCATION BIRDIE MAE GARDNER STRICTLY PROHIBITED. 1804 MAIN STREET Z-1 SITE PLAN AND ZONING TABLE 07/25/01 AGAWAM, MA 01001 Z-2 COMPOUND PLAN, CIVIL NOTES AND LEGEND 07/25/01 Map K1 Block 1 eti APPLICANT: AMERICAN TOWER CORPORATION Z-3 SOUTH AND WEST ELEVATIONS 08/09/01 y< LENNIES Lot 4 5�ta 73 PRINCETON STREET ^ SUITE 307 FIBE© SS N. CHELMSFORD. *MA 01863 Z-4 SITE DETAILS 08/09/01 � I7`i1 f n 1804 MAIN 5Tf?EET CONTACT PERSON: CHRISTIAN CARMODY SITE t� �' v CONTACT PHONE: (978)251--0792 X; AGAWAM, MA 01001 Shoemaker South LATITUDE: 42'-01'--55.84" Lane Street ., Map K1 U LONGITUDE: 72'-37'-05.94" Block 1 SCALE: AS SHOWN Lot 2 CURRENT ZONING: BUSINESS B DISTRICT ''" Map Kl TTS ATE: 07-25--01 MA Block 1 rya RAWING 1 OF fi Lot i Ct7NNECT/CUT srArF uNE � � .� - 7 TITLE SHEET ' ♦ - d' i.� r`�'s :s ill F/ s , ..ter..,..... _ _......::.. VA PROJECT SUMMARY AND INDEX t DRIVING DIRECTIONS HANDICAP REQUIRM �JTS: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. y FROM HARTFORD TAKE 1-w91 NORTH INTO MASS. THEN TAKE HANDICAPPED ACCESS REQUIREMENTS NOT REQUIRED. A ROUTE 190 WEST OVER THE RIVER TO MAIN STREET (ROUTE 159). TAKE A RIGHT ON MAIN STREET AND FOLLOW PAST STATE LINE. EMEN = gv SITE IS ON THE LEFT HAND SIDE SHORTLY AFTER STATE LINE. FACILITY DOES NOT HAVE PLUMBING. t' "` �i`, V S . .. _..__._�_.�.....-..._... .......... .._ .._.:_._. ......:_ _.:.:_. . .:s._ 5 .._...n:_c. _�..... . __.. . ._.._.-... ._.... ,.........._ .__.. ...._ .._...,.,... ... . .._.. .. . : r% I 1001 .1i" , G #„v . . . , SIV3ddb J6 '0G/A�3S JSW N N LEGEND Map K1 Block 1 � Lot 4 a fie, Bush ta- Mailbox O Catch Basin Q Manhole site Q) 'T` Coniferous Tree ® Parking Meter V Shoemaker South Street `��° _ Deciduous Tree Sign Map K1 zt Lane O `t, .j Block I Lot 2 GG Gas Gate Utility Pole Map KJ - Hydrant WG Lot 1 Wafer Gate Block MASSACHUSETTS SI TE—� ....�..,�.._,..,.....w....�..,..� ICE Llght Pole coNNEcncur �`� FOR REGISTRAR'S USE srA 7 LINE VICINITY MAP C=400' LOCA T10N MAP Not to Scale 'i N/F Jean W. Tarr & Laurie Ann Dehm, Trustees EXISTING TOWER LOCATION PROPOSED TOWER LOCATION LATITUDE - 42-01'-55.77" LATITUDE - 42'-01'-55.84" LONGITUDE - 72=37'06.41" LONGITUDE -- 72'-37'-05.94" NAD 83 MAD 83 ELEVA TION 75 ELEVA TION 75 NGVD 29 NGVD 29 I Pin Found _ S8921'32"E _ 326-50' �5$2Q' Property Line . — r.... 1.Pin Found 0.9 N BM -- A 62 rope ine a `3, 3" �y�- 0.1 E a Cut Set fn N78� " Conc Tower Pod NLf 4•. 4" 76.`--=n- ---'-- 0 ELEV. = 75.86 � -� Ye ! 0rrve "S .,� x75.1 r '^ I Exist Tower ..--�.---x76.2 1 on Conc. Elec. Panels Gate 75.6 76 Elec Box ondult 0 c, % Tel. Conc. Box Generator A/C a xrst• verhang' 75.1 x Coble o Bldg.A O 75.2 LU Tray ct�� LU 7 9 °'•Metal) Hook 7y . Post13 NOTES: 1xi- Conc. 74.7x ,�gldg� Chain Link Land of f Fence ' Edge of I. BEARINGS REFER TO THE CONNEC77CUT COORDINATE SYSTEM (NAD 83) o S t o n e 74 7 Brush Leonard C. Gardner & 0 �. BASED UPON CGS MONUMENTS' 1149X & 1150 HOLDING 774E 74.3 Birdie Mae Gardner C) FOLLOWING PUBLISHED COORDINATE VALUES.• 12" Mop K1 CGS 1149X N 936,407.551 CGS 1150 N 934,519.557 E 1,036,128.894 E 1,036,077.186 7¢ Block 1 Lot 3 2. ELEVATIONS REFER TO T74E NA77ONAL GEODETIC VER77CAL DATUM OF 1929 BASED UPON CGS MONUMENT 1149X HOLDING 774E PUBLISHED ELEVA TION OF 8Z62. B r u s h 3. REFERENCE IS MADE TO 774E FOLLOWING MAPS: A. "LENNIE'S RHERGLASS 1804 MAIN STREET AGAWAM, MA 01001 LAND SURVEr, BY A 7'LAN77S GROUP, INC., SCALE 1"=50; OA TED 2116199. a IN 4. REFERENCE IS MADE TO A N077CE OF VARIANCE/SPECIAL PERMIT A RECORDED IN BOOK 10090, PAGE 171 OF THE HAMPDEN COUNTY REGISTRY OF DEEDS (� 5. REFERENCE IS MADE TO A N077CE OF SPECIAL PERMI r RECORDED IN f BOOK 11196, PAGE 143 OF THE HAMPDEN COUNTY REGISTRY OF DEEDS 6. UNDERGROUND U77LITY, STRUCTURE AND FACILITY LOCA77ONS DEPICTED HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING AND OTHER DATA SUPPLIED BY THE RESPEC77VE U77LITY COMPANIES, GOVERNMENTAL AGENCIES ANDIOR OTHER SOURCES I.Pin Found THESE LOCA77ONS MUST BE CONSIDERED APPROXIMATE IN NATURE. S ADD177ONALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE, THE 0.0.1 E EXISTENCE OF WHICH ARE UNKNOWN TO URS GREINER WOODWARD CLYDE, INC. THE EXISTENCE, SIZE AND LOCA71ON OF ALL SUCH FEATURES MUST BE DETERMINED AND VERIFIED IN THE FIELD BY THE APPROPRIATE AUTHORITIES PRIOR TO CONSTRUC770N. CONTACT DIG--SAFE PRIOR TO ANY EXCA VA 7701V 1-800-322-•4644. N/F v dom es C. & Norma R. Walters h I.Pin Found N/F "THIS PLAN SHOWS THE PROPERTY LINES THAT ARE THE LINES OF Stuart Amusement Company EXISTING OWNERSHIPS, AND THE LINES OF STREETS AND WAYS SHOWN'ARE THOSE OF PUBLIC OR PRIVATE STREETS OR WAS ALREADY ESTABLISHED, PARTIAL BOUNDARY & TOPOGRAPHIC SURVEY NEW WAYS ARE SHOWN. FURTHERMORE,THAT NO NEW LINES FOR DIVISIONTHIS SURVEYF EXISTINGO AND PWNERSHLAOWERER PREPARED IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE LAND OF REGISTERS OF DEEDS AND THIS PLAN CONFORMS TO THE PROCEDURAL.AND 1 08-03-01 Proposed Tower Location Added LEONARD Cs TECHNICAL STANDARDS FOR THE PRACTICE OF LAND SURVEYING IN THE CR ER BIRDIE MAE GAR[3NER COMMONWEALTH OF MAS5ACH/USETI'S." NO. Date Revision description ADN DATE _",,,._�`�( � J� Surveying and Mapping by '1804 MAIN STREET �- ��.� � URS Corporation A•E•S _ _ _ ____ _ _ _ __ 500 Enterprise Drive, Suite 36 AGAWAM, MASSACHUSETTS la o 40. • 60 MICHAEL G. WILMES �- REGISTERED LAND SURVEYOR No. 34322- N - Scale: 1" = 20' Rocky Hill, Connecticut 06067-4002 Date : JULY 2001 Tel. (860) 529--8882 PREPARED FOR TRUE AND VALID COPIES OF THIS MAP OR PLAN MUST BEAR THE ORIGINAL Field book # Crew Chief Project # GRAPHITE SCALE SIGNATURE AND EMBOSSED SEAL OF THE .ABOVE NAMED LAND SURVEYOR. UNAUTHORIZED REPRODUCTION OR ALTERATION IS FORBIDDEN. 1521-48 F.RICHARDSON F3-00001715.19\FO1 AMERICAN TUNER SYSTEMS Search Drawn �y Checked �y Map file # 3835 E. LEWiS 1�� T145-36 APPROVAL & ENDORSEMENT BLOCK ZONING TABLE AmERICAN ~ SITE PLAN APPROVED BY THE ZONING DISTRICT: BUSINESS B DISTRICT TOW= R0 ^"--- AGAWAM PLANNING AND ZONING -- ---- . ' w` ~ •-----.-.,. •_.,• COMMISSION ON cn�Po�a-r�on� t ITEM REWD PROVIDED 73 PRINCETON STREET, SUITE 307 t DATE MINIMUM LOT AREA (ACRES) .23 3.5± N N. CHELMSFORD, MA 01863 ENDORSED BY I OFFlCE: (978)-•-25'1-0792 MINIMUM LOT FRONTAGE 100'+ 312'f I I FAX: (978) 251-9507 \ CNAIR#A/W'S SIGNATURE DATE � . MINIMUM FRONT YARD SETBACK 35' 326'f A&E FIRM t SITE PLANS RETURNED TO I t \ \ APPLICANT ON MINIMUM SIDE YARD SETBACK 10' 28't DATE MINIMUM REAR YARD SETBACK 35' 438't I I I 11AVS 09i8NA804,TION,, FS \ I \ MAXIMUM BUILDING COVERAGE 50% 6% I M BROOK STREET, BLDG 5 ` MAXIMUM BUILDING HEIGHT 45 ROCKY HILL, CONNECTICUT 3 STORIES 14'f MINIMUM TOWER SETBACK 190, 32f \ ! A&E SEAL I t ` \ \ TCIWIER FOU1VDAT)ON AND DESIGN TO DE \ PROVIDED BY TOWER MANUFACTURER I Ri ti ST U L 2 ST Tf. f o AL I r I ' ,_ PLANNING PROPOSED COMPOUND 35 FRONT YARD SETBACK � �¢..�,.I EXPANSION _._____.___ �,, SUDIY11t7t710N 4'tfvlE: r0 WME CO NET & CO —r D t7�7 j 1O' SIDE YARD SETBACK ox 2a5 I /t Z--2 1 loan N{ (:r d� \ \a� I t� I I ...:.:.• n,.n qhro .Trustees \ \ NOT FOR CONSTRUCTION 14 1 Li87 8 I �. WRIGHT PEARSON III Cf PROPERTY LINE (TYP.} \ 00 Q \ eo - `l PROJECT NO: F301715.19/F03 \ N : : .:.. .....::::. \ 588 5 1 ��] [ 5' r ::;; :::" "" a1:=y�°r• ° • 5 _ - - 1 . BIT 2 C 3= �. O / BRA• Rid i r-• i "f• C -. f.. ::, .::.;,... .. . ,� � DRIVE DRAWN BY. KJB CHECKED BY: �� I BIT /vM CO I . ...., ...`..:::::.. o CONC 1 f } 15 206 , � � � , � � a � �..::: .•� o• . -- _; � EXi5Tf(�G DRIVE Lf� ... - >3' 2 STORY r.:> I ISSUED FOR � _ �\ _ - . •�• --. ;: � ;,;I � � 07-25-01 ZONING REVIEW CONC j > 08'-10--01 RML PAD GRA 1' _ I,LO F BONAVITA EXIST II\IG/'!— ` G E h I r 2 STORY I \ ,~ 6s. / �� Js �• tit 'j, w — 275.00' - \\ _ J f _J 1 i i �—N88'5 7 '30"W — _- �\ ^-- APPROXIMATE LOCATION OF STREAM I ! � �� 1St4 ! { IMF ME CO s 1 " C ;�- l THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS ANY USE PROPRIETARY R DISC DISCLOSURE Norma R. Wolters ^ _ 1 [I B— 0� ' OTHER THAN THAT WHICH RELATES TO AM ER I CAN TOWER CORPORATION IS �N88°5 1 '3 7gT'- `�" — - -- -- ' ~ ~ — — STRICTLY PROHIBITED, itit ..•--_W___ -- - 35' REAR YARD SETBACK r-�F t4, — — — — — — , • � T '�j A AVE Sfuarl Mw:emcr:: L �'•I 10' SIDE YARD SETBACK `,�' 1 j l I — - _ _ _ LENNIES FIBERGLASS ;i 1804 MAIN STREET AGAWAM, MA 01001 I I SCALE: AS SHOWN ------- — — — — - I DATE: 07-25-01 I I I DRAWING .3 OF 6 SITE PLAN I I AND I I I 40 Z° J1 4,0 ap 140 I ZONING TABLE GRAPHIC SCALE SATE PLAN I Z--1 SCALE: 1 40' Z_ 1 �rrrrr�r • SILT FENCE SPECIFICATIONS GENERAL LEGEND APPROVAL & ENDORSEMENT BLOCK MAINTENANCE AMERICAN DESCRIPTION EXISTING PROPOSED SITE PLAN APPROVED BY THE �� f 1) SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT 2) THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN SOIL EROSION AND r� AGAWAM PLANNING AND 70NING ■rrr� � R LEAST DAILY DURING PROLONGED RAINFALL, ANY REPAIRS THAT ARE REQUIRED SEDIMENTATION CONTROLS AT ALL TIMES DURING CONSTRUCTION. ALL BASE LINE OR CENTER LINE COMMISSION ON anfrzavf .°►�`ion+ SHALL BE MADE IMMEDIATELY. SOIL EROSION AND SEDIMENTATION CONTROL MEASURES ARE SUBJECT TO INSPECTION AND MONITORING BY THE TOWN. PROPERTY LINE/STREET LINE/ DATE 73 PRINCETON STREET, SUITE 307 2) IF THE FABRIC ON A SILT FENCE SHOULD DECOMPOSE OR BECOME INEFFECTIVE R.O.W. LINE _ N. CHELMSFORD, MA 01863 DURING THE EXPECTED LIFE OF THE FENCE, THE FABRIC SHALL BE REPLACED 3) DURING CONSTRUCTION AND THEREAFTER EROSION CONTROL MEASURES ARE ENDORSED BY PROMPTLY, TO BE IMPLEMENTED AS NOTED. NOT GREATER THAN 80,000 SQ. FT. OF LAND BUILDINGS _ _, ,i OFFICE. (978)-251-0792 3) SEDIMENT DEPOSITS SHOULD BE INSPECTED AFTER EVERY STORM EVENT, THE SHALL BE EXPOSED AT ANY ONE TIME DURING DEVELOPMENT. WHEN LAND IS _- , ...._._ —o CHAIRMAN'S SIGNATURE DATE FAX: (978) 251-9507 DEPOSITS SHOULD BE REMOVED WHEN THEY REACH APPROXIMATELY ONE---HALF EXPOSED DURING DEVELOPMENT, THE EXPOSURE SHOULD BE KEPT TO THE FENCE a . ._.__ r, —0 THE HEIGHT OF THE BARRIER, SHORTEST PRACTICAL PERIOD OF TIME AND SHALL NOT EXCEED 90 DAYS. LAND SHOULD NOT BE LEFT EXPOSED DURING THE WINTER MONTHS. CONTOUR LINES 436- Mo SITE PLANS RETURNED TO 4) SEDIMENT DEPOSITS THAT ARE REMOVED OR LEFT IN PLACE AFTER THE FABRIC APPLICANT ON A&E FIRM HAS BEEN REMOVED SHALL BE GRADED TO CONFORM WITH THE EXISTING 4) SILTATION FENCING SHALL BE INSTALLED WHERE SHOWN PRIOR TO ANY ON SITE TOPOGRAPHY AND VEGETATION. GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL, IT SHOULD BE SETBACK LINES — DATE ��fI�rQ��,0�� MAINTAINED DURING AND AFTER DEVELOPMENT OT REMOVE SEDIMENT FROM 441.6 CONSTRUCTION SE91JENCE RUNOFF WATER AND FROM LAND UNDERGOING DEVELOPMENT. WHERE POSSIBLE SPOT ELEVATION 'u, 4°-56 X NATURAL DRAINAGE—WAYS SHOULD BE UTILIZED AND LEFT OPEN TO REMOVE M5 BROOK STREET BLDG 5 1) THE GEOTEX11LE FABRIC SHALL MEET THE DESIGN CRITERIA FOR SILT FENCES EXCESS SURFACE WATER, CURVE RADIUS , ROCKY HLL, CONNECTICUT 2) THE FABRIC SHALL BE EMBEDDED A MINIMUM OF 8 INCHES INTO THE GROUND 5) ALL DISTURBED AREAS AND SIDE SLOPES WHICH ARE FINISH GRADED WITH NO AND THE SOIL COMPACTED OVER THE EMBEDDED FABRIC. FURTHER CONSTRUCTION TO TAKE PLACE SHALL BE LOAMED AND SEEDED. A SEDIMENTATION BARRIER 3) WOVEN WIRE FENCES SHALL BE FASTENED SECURELY TO THE FENCE POSTS MINIMUM OF 4" OF LOAM SHALL BE INSTALLED. A SEED, LIME AND FERTILIZER WITH WIRE TIES OR STAPLES. PROGRAM SHALL CONFORM TO ALL APPLICABLE SECTIONS OF THE "MASSACHUSETTS WOODSLINE 4) FILTER CLOTH SHALL BE FASTENED SECURELY TO THE WOVEN WIRE FENCE WITH GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL -- 1988 OR LATEST A&E SEAL TIES SPACED EVERY 24 INCHES AT THE TOP, MID—SECTION, AND BOTTOM. REVISION". OVERHEAD WIRES �I+--� - 5) WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER, THEY SHALL BE 6) ANY DISTURBED AREAS WHICH ARE TO BE LEFT TEMPORARILY, AND WHICH WALL OVERLAPPED BY 6 INCHES, FOLDED AND STAPLED. BE REGRADED LATER DURING CONSTRUCTION SHALL BE MACHINE HAY Mul r.HFn UNDERGROUND ELECTRIC — s) MN'01: r�0VTO _TALL 13c A MiN(NtUM vF JO INU Uj !_UNU AND DRIVEN A MINIMUM ANU 5l=EDED WITH RYE GRASS TO PREVENT EROSION. HAY OR STRAW MULCH " OF 16 INCHES INTO THE GROUND. WOOD POSTS SHALL BE OF SOUND QUALITY SHALL BE APPLIED TO ALL FRESHLY SEEDED AREAS AT A RATE OF 2 TONS PER UNDERGROUND TELEPHONE ----T—---- F,�,� HARDWOOD AND SHALL HAVE A MINIMUM CROSS SECTIONAL AREA OF 3.0 SQUARE ACRES. BALES SHALL BE UNSPOILED, AIR--DRIED, AND FREE FROM .WEED, SEEDS INCHES. AND ANY COARSE MATERIAL. POLE (ELEC, TEL, STREET ACCESS TO SITE OVER EXISTING DRIVE R a LIGHT, TRAFFIC, ETC.) FROM MAIN STREET ST L 7) MAINTENANCE SHALL BE PERFORMED AS NEEDED TO PREVENT BULGES IN THE 3ST SILT FENCE DUE TO DEPOSITION OF SEDIMENT. EROSION CONTROL-NOi 1) THE FOLLOWING STANDARD SPECIFICATIONS ARE INCORPORATED INTO THE WORK SHOWN HEREON UNLESS SUPERSEDED BY PROPOSED ROUTE OF UNDERGROUND LOCAL (TOWN) REGULATIONS: ELECTRICITELCO SERVICE FROM PROPOSED CHAIN LINK FENCE (TYP.)- - COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF PUBLIC REFER TO DETAIL 1/Z•-4 EXISTING UTILITY POLE TO PROPOSED N WORKS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES PAD MOUNTED TRANSFORMER-REFER 1988 OR LATEST REVISIONS THERETO TO 71Z-4 FOR TRENCHING DETAIL PROPOSED 190' MONOPOLE PROPOSED 12' WIDE ACCESS GATE PLANNING EXISTING WME CO UTILITY POLE #3 SUBMISSION PROPOSED 8'-6"x2O'-O" SPRINT S M PROPOSED ICE BRIDGE- EQUIPMENT SLAB REFER TO DETAIL 4/Z-4 0,-0„ $ .� �" —" —" -- -- — _ NOT FOR CONSTRUCTION PROPOSED SEDIMENTATION CONTROL BARRIER-REFER TO �n e ! DETAIL 31Z-3 -��er -- ; 0 3" PROPOSED VEHICLE TURN AROUND { I_ a - • • . •-•_ ____ PROJECT N0: F301715.19/F03 EXISTING TELCO ENCLOSURE _ "" _ ��t=�"�"-- . . • ' ; ; ' : • ; �-' _._-.--.--_ -- r - - -- -- - _ ---- - - ._. DRAWN BY: KJB f" PROPOSED MULTI-METER CENT _ r � CHECKED BY: EXISTING MULTI METER CENTER `� ....- ; ; . ; ; ; :; : : ' ; } 1�- ISSUED FOR EXISTI : : : ' : : • - --- - NG CINGULAR r-' - • . - • .- ' • , . • : : " ' : .- • . . . . • . . - . . . . . . . . . ' . • ' _ 'ter--'�`�� ' :�'T - --�� -- WIRELESS BUILDING �-" : : • ; . : • . : , . ' ' : . ' r / 07-25-01 ZONING REVIEW o x:; : • ; : . : . . " : :; : : : : . : . : : : : ; : : : .' : 1 / EXISTING BUILDING FINAL EXISTING190' MONOPOLE � 1 " ; : •- • • .. - . . . .' ; - . • . . . ; .• . - . . - - - -F�. �,�• - . . ,' ; : • ; ; : :; ; .• :I; ; .• :: : : ; : : • : : : • • • • : .• • : .- • '�•`. _, ;/ TO BE REMOVED (SHOWN DASHED) EXISTING VOICESTREAM CONCRETE SLAB THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS C} i i _ ; , ' : ; . : ; ;. : : ; , • ' ` p O IS PROPRIETARY BY NATURE. EXISTING ICE BRIDGE (TYP.) ~f- / / -' p" PRO SED 6 WIDE ACCESS GATE ANY USE OR DISCLOSURE OTHER THAN THAT WHICH �0 n 1: : : : : RELATES TO AMERICAN -�-- --- �//�" : : : L TOWER CORPORATION IS PROPOS D PAD MOUNTED TRANSFORMER STRICTLY PROHIBITED. EXISTING NEXTEL EXISTING 2 STORY GARAGE BUILDING : �• / 1 � 1 . • , �f�X • PROPOSED BOLLARD ( ' LENNIES TOWER FOUNDATION AND DESIGN TO BE FIBERGLASS PROVIDED BY TOWER MANUFACTURER �� PROPOSED TELCO ENCLOSURE , '^ --/'7- 1804 MAIN STREET 1 I~ �� PROPOSED 12'-0"x30'-0" VERIZON WIRELESS EQUIPMENT BUILDING SCALE: AS SHOWN PROPOSED ICE BRIDGE (TYP.)- / -- --�� REFER TO DETAIL 5/Z-4 /' / i DATE: 07---25-01 B r u s /� PR D 12'-0"x20`-0"AT&T DRAWING 4 OF 6 �\ QUIPMENT BUILDING / COMPOUND PLAN, CIVIL NOTES AND LEGEND 1 COMPOUND PLAN 10 0 z-2 Z-2 SCALE: 1"= 101 GRAPHIC SCALE � RICAN TOWER 73 PRINCETON STREET, SUITE 307 N. CHELMSFORD, MA 01863 OFFICE: (978)-251-0792 FAX: (978) 251--9507 RM [77NS :BROO:KSTRIEET, ►TION,Ars BLDG 5 0NNECTICUT 9-M2 A&E SEAL .r S AL PROPOSED VOICESTREAM n n n n TOP OF TOWER ANTENNAS (3 SECTORS TOTAL) 1— ANTENNA CE ills PROPOSED CINGULAR WIRELESS n n ;,;; n n ANTENNA ANTENNAS (3 SECTORS TOTAL) Itll Irll :lsl llsr PROPOSED NEXTEL n n Im ANTENNAS (3 SECTORS TOTAL) PLANNING nl: n n ANTENNA SUBMISSION IIII PRPOSED AT&T nn ANTENNA ANTENNAS (3 SECTORS TOTAL) Illf PROPOSED SPRINT NOT FOR CONSTRUCTION ANTENNAS (3 SECTORS TOTAL) ANTENNA rk — IIIE Ills PROPasED vERIzoN WIRELESS PROJECT N0: F301715.19/F03 IIII ANTENNAS (3 SECTORS TOTAL)Eln I111 ANTENNA Tk _ IM DRAWN BY: KJB IIEI ilfl IIEI Illl CHECKED BY: 5111 rill IIII ISSUED FOR IIII IIII IIII IIII IEII 07-25-01 ZONING REVIEW IIII 08-10-01 FINAL a I !I Q o Iifl � li�l I I Ilil ao O l i lit PROPOSED 190' MONOPOLE, COLOR I If SHALL BE GREY GALVANIZED STEEL-- 'I`' ANTENNAS SHALL MATCH TOWER N O IIE{ f0 -- I IIEI Lo s III' THE INFORMATION CONTAINED IIII IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. I ANY USE OR DISCLOSURE rill OTHER THAN THAT WHICH E � IIII E I I RELATES TO AMERICAN r TOWER FOUNDATION AND DESIGN TOWER CORPORATION IS STRICTLY PROHIBITED. TO BE PROVIDED BY THE TOWER r l r I MANUFACTURER PROPOSED ICE BRIDGE (TYP.) EXISTING I EXISTING MONOPOLE PROPERTY LINE LENNIES f TO BE REMOVED PROPOSED MULTI—METER CENTER FIBERGLASS ,I (SHOWN DASHED) PROPOSED ICE BRIDGE (TYP.) PROPOSED 12' WIDE ACCESS GATE 1804 MAIN STREET ---� � It I AGAWAM, MA 0100'I r, ; PROPOSED SPRINT I '' r EXISTING BUILDING EQUIPMENT SLAB I I l PROPOSED VERIZON WIRELESS I s PROPOSED CHAIN PROPOSED CHAIN EQUIPMENT BUILDING SCALE: AS SHOWN + i i LINK FENCE LINK FENCE � F DATE: 07--25-01 rill flll APPROXIMATE GRADE DATE: GRADE loop—on 1ao'—o" DRAWING 5 OF 6 35'-0"f 1 oo'—o" SOUTH AND WEST ELEVATIONS SOUTH ELEVATION 111 8 16 39 48 4,8 is 39 �-3SCALE: 1/16"-1'—O" WEST ELEVATION GRAPHIC SCALE Z-3 SCALE: 1/16"=1'—O" GRAPHIC SCALE z-3 Am = RICAN APPROVAL & ENDORSEMENT BLOCK TOW ER SITE PLAN APPROVED BY THE CClRFw0RATION AGAWAM PLANNING AND ZONING 73 PRINCETON STREET, SUITE 307 COMMISSION ON N. CHELMSFORD, MA 01863 DATE OFFICE: (978)-251-0792 ENDORSED BY FAX: (978) 251-9507 CFWRMAN'S SIGNATURE DATE SITE PLANS RETURNED TO A&E FIRM APPLICANT ON [795 RS 90,01INWAIWAIS DATE BROOK STREET, BLM 5 ROCKY HILL, CONNECTICUT 1-(860?-529-8882 ME SEAL MICROFLECT B510 I/ PIPEHEAD (VOICESTREAM/NEXTEL) P 1� F� [/ Rs r T aL .342S3ST MICROFLECT B501 12" 0, WAVEGUIDE CHANNEL- raa� REFER TO 6/Z-4 �. __` z w MICROFLECT B130 0 3 1/2"0 PIPE ----------- CL I I JI I MICROFLECT B509 TRUSS SUPPORT v MICROFLECT B589 PIPE I z LEG CHANNEL SUPPORT FINISHED GRADE, AC PAVING ; ; �- (CINGULAR WIRELESS) PLANNING TRENCH MATCH SLOPE AND THICKNESS � � I I 3 SUBMISSION OF EXISTING �- I- ' ' MICROFLECT B501 (� Izl I I 12" WAVEGUIDE a V o CHANNEL z 0,c ITC _ Z == _-_ UNDISTURBED 5 0 Lu MICROFLECT B501 12" NOT FOR CONSTRUCTION N = _= _= o ¢ MICROFLECT B130 Z REFERUTO �Z N4 EL E _ COMPACTED BACKFILL ca 3 1/2 PIPE QCL PER EARTHWORK SPECIFICATION (3) 3/8"0 BOLTS ° FINISHED GRADE a J a — BACKFILL MICROFLECT 8501 °° 41.44 U FINISHED GRADE PROJECT NO: F301715.19/F03 (SAND OR NATIVE SOIL) 12" WIDE GALV. PER EARTHWORK I I I TELEPHONE CONDUITS SPECIFICATION CHANNEL ° a I I, WHERE APPLICABLE * I I ° ' ° ' I-:� I° 1 1i1 - DRAWN BY: KJB „ ICI_ r .I 114 PVC SCH 40 MICROFLECT 81190 CD ; ° I-I! I .,I 111�I #3 TIES ® 8" O.C. SIZE PER LOCAL TEL UTILITY WARNING TAPE �, HALFSTRAP W/1/4 o I;!_ r I _ CO. (1 ACTIVE, STAINLESS STEEL SCREW ° a o f j.lE1 : j I, �II� CONCRETE CHECKED BY: 1 SPARE CONDUIT f, AS REQUIRED POWER CONDUIT � I I � , I CONCRETE WHERE APPLICABLE r ..I 3" PVC SCH 40—POWER SNAP IN COAXIAL __;° -:�E I. I I I -1 4—#4 REBAR ISSUED FOR „ CABLE HANGER a e ° _ CV l I{ 6 MIN. ,I� _ __� . (TYP.) " 0MICROFLECT B 1752 SNAP E I ' ' 4 MIN TO SECONDARY ELECTRIC * �� IN HANGER BRACKET 12"0 �6"S� 07--25-01 ZONING RVIEN 12" MIN TO PRIMARY ELECTRIC * ® 4'-0" O.C. MAX NOTE: 08--10-01 FINAL 0 -NOTE: SEPARATION DIMENSION TO BE VERIFIED WITH LOCAL UTILITY COMPANY REQUIREMENTS MAXIMUM 10' SPACING BETWEEN POST SUPPORTS MAXIMUM 10' SPACING BETWEEN POST SUPPORTS 7 ELECTRIC AND TELEPHONE TRENCH DETAIL 6 CABLE SUPPORT DETAIL ICE BRIDGE DETAIL ��4SCALE: N.T.S. ILr4"IIIIIIIIII\ ICE BRIDGE DETAIL Z-4 SCALE: 1 1/2" = 1'-O" Z--4 SCALE: 1" - 1'-0" Z—q. scALE: 1" = 1'-0" THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. 2 ANY USE OR DISCLOSURE —4 OTHER THAN THAT WHICH RELATES TO AMERICAN TOWER CORPORATION IS POSTS 1. SET POSTS AND WIRE STRICTLY PROHIBITED. FENCING 2. STAPLE THE OyTDSlA E FACE CONTINUOUS TOP EXCAVATE A 6" X 6" WIRE MESH 2 DIAMOND MESH RAIL ANGLE 10' TRENCH, SET POST FENCING TO FENCE FABRIC UPSLOPE FOR DOWNSLOPE. END POST ? '� r� STABILITY AND 1 5/8" xj 0 y `` SELF CLEANING PROVIDE DIAGONAL TOP RAIL X�< V LENNIES 1< '. FROST-FREE- " „ "F ADJUSTABLE RIDES ;; 8 CORNER POST z DiA GALVANIZED k ` AND TURNBUCKLE 1 1/4y,� Y y,', ". HEAVY DUTY, FIBERGLASS LINE POSTS --� w %y?" ` ARM LATCH 0 GATE LOCATION ( } ASSEMBLY AT HORIZONTAL�;�•,% 10 OC MAX TYP Y. x RAIL y . � �? ONLY ALL CORNERS 1804 MAIN STREET —+ = > ;y, AGAWAM, MA 01061 -61I�tit- CONTINUOUS "co ,.� ,r J ♦ - i� -i ` „ 0 CENTER RAIL y� <'x;� „ 12 MIN 1 TENSION , , ' u <.. 1 5/8 PIPE %'� > v'. FRAME GATE " ¢ CORNER SCALE: AS SHOWN DEPTH 2 MAX FROM � � WIRE r,,.::,.,.;�, �' GRADE TO THE CONTINUOUS a POST T '�' BOTTOM RAIL BOTTOM RAIL �. `✓�y,, ? K � CONTINUOUS FILTER APPROXIMATE SLOPE TOP OF v " GROUND CONCRETE LEVEL DATE: 07-25-01 a FABRIC 3. ATTACH FILTER FABRIC 4. BACKFILL THE GRADE - REFER I r ,�,.�.- r TO THE WIRE FENCING TRENCH AND TO Z-2 = i r A ,,-s r i A AND EXTEND IT TO THE COMPACT THE GROUND COVER I DRAWING fi OF fiTRENCH. EXCAVATED SOIL. GRouno TYPICAL — COVER 3,500 PSI CONCRETE COMPACTED a r . Ir aerla I_ iI I_T I r (— BACKFILL * 1'-6" IN ROCK �I l * .•'r�r " CONCRETE j SITE DETAILS_J _ , --1' 1 -l = coPIER � , 6 — `� NOTES: 1. FENCE POST SPACING NOT TO EXCEED 10'---0" O.C. DIA. 2. TENSION ALL BARBED WIRE TO SNUG TIGHT. I--- 3. FINISH TO MATCH EXISTING 3 SEDIMENTATION CONTROL BARRIER - SILT FENCE 2 FENCE DETAIL-SEC110N 1 TYPICAL FENCE GA - Z-4 SCALE: N.T.S. Z--4 SCALE: N.T.S. TE DETAIL ELEVA110N Z-4 ��4SCALE: N.T.S. APPROVAL & ENDORSEMENT BLOCK RICAN TOWER SITE PLAN APPROVED BY THE Arm* AGAWAM PLANNING AND ZONING corzPo� rEON COMMISSION ON 73 PRINCETON STREET, SUITE 307 DATE N. CHELMSFORd. NIA 01863 ENDORSED BY OFFICE: (978)-251-0792 FAX: (978) 251-9507 CHAIRMAN'S SIGNATURE DATE SITE PLANS APPLICANT ON TURNED TO A&I: FIRM DATE WS g��stin/l?Nhf E 70BR RQTC 10r OK STREET, BLDG v . 1* C1CJtY Hi .C3NNE 114860"29-M2 A&E SEAL FZ -F I r y r,.•_: )A. (r —A-y) 310Ir■ n `Z s� 1JUV09 E NINli V Id I NVMVE)v 7VAOUCI N' d 311E AL w so A� PLANNING SUBMISSION PROPO'SED 190 ' . MONOPOLE TOWER NOT FOR CON5TRUCTION ABUTTING PROPERTY OWNERS NAME STREET ADDRESS MAP/BLOCK/LOT [PROJECT NO: F301715.19/FO3 STUART" AMUSEMENT COMPANY N/A K1/1/1 AgawadEngineering DIY. DAMES C. NORMA R. WALTERS N/A K1/1/2 DRAWN BY: KJBF E B 2 5 JEAN W. TARR & LAURIE ANN DEHM SOUTH STREET K1/1/4 CHECKED BY: ISSUED FOR 07-25-01 ZONING REVIEW LOCATION MAP 1 "=500' VICINITY MAP 1 5000' PROJECT SUMMARY SHEET INDEX 08-10--01 FINAL. . 2-20-02 FINAL SITE NUMBER: MA---310 SHT. SITE ADDRESS: 1804 MAIN STREET DESCRIPTION REVISION NUMBER DATE AGAWAM, MASSACHUSETTS 01001 No. ASSESSOR'S PARCEL NO.: MAP K1, BLOCK 1, LOT 3 THE N T-1 TITLE SHEEP 02/20/02 IN TH SFORMATI SET Q�NDOCOU EINTS LOT SIZE. 3.5f ACRES NED IS PROPRIETARY BY NATURE, ANY USE OR DISCLOSURE PROPOSED AMERICAN JURISDICTION: TOWN OF AGAWAM S-1 BOUNDARY AND TOPOGRAPHICAL SURVEY 08/03/01 OTHER THAN THAT WHICH TOWER SITE LOCATION N RELATES TO AMERICAN PROPOSED AMERICAN PROPERTY OWNER: LEONARD C. GARDNER & TOWER CORPORATION IS TOWER SITE LOCATION BIRDIE MAE GARDNER STRICTLY PROHIBITED. 1804 MAIN STREET Z-1 SITE PLAN AND ZONING TABLE 02/20/02 AGAWAM, MA 01001 Map K1 Z-2 COMPOUND PLAN, CIVIL NOTES AND LEGEND 02/20/02 Block 1 w APPLICANT: AMERICAN TOWER CORPORATION Z-3 SOUTH AND WEST ELEVATIONS 02/20/02 LENNIES Lot 4 73 PRINCETON STREET l� SN.UITE CHELMSF4RD, MA 01863 307 Z�-4 SITE DETAILS 02/20/02 FIBERGLASS 1804 MAIN STREET a 3 CONTACT PERSON: CHRISTIAN CARMODY S17E CONTACT PHONE: (978)251-0792 AGAWAM, MA 01001 Shaertiaker South street ' LATITUDE: 55.$4" Mop K1 � Lane ' Block 1 LONGITUDE: 72'-3T-05.g4" SCALE: AS SHOWN Lot 2 CURRENT ZONING: BUSINESS 13 DISTRICT Map K1 MASSACHUSETTS S+Ir DATE: 07-25-01 Block i Lot 1 CONNEC77CUT STA7F [INE DRAWING 1 OF fi TITLE SHEET PROJECT SUMMARY AND INDEX DRIVING DIRECTIONS HAbI121CAP REQUIREMENTS: FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. FROM HARTFORD TAKE 1-91 NORTH INTO MASS. THEN TAKE HANDICAPPED ACCESS REQUIREMENTS NOT REQUIRED. ROUTE 190 WEST OVER THE RIVER TO MAIN STREET (ROUTE 159). TAKE A RIGHT ON MAIN STREET AND FOLLOW PAST STATE LINE. PLUMBING REQUIREMENTS:. SITE IS ON THE LEFT HAND SIDE SHORTLY AFTER STATE LINE. FACILITY DOES NOT HAVE PLUMBING. 92= -''�` '' �r�-" '�isrd✓�'y s �,�:.yc r�,/�a, �� :zs% ,i�` ;r t.•;. p s sue• :r .:.s;;,, s■■■�w ; 4 ,:a w,,.,_.o-., :.mow .'�, ,✓,` :fg.: �z...__.. N N Map K1 ce$ LEGEND Block 1 5� Lot 4 Bush m Mailbox. Lil c Catch Basln O Manhole t� Coniferous Tree ® Parking Meter Shoemaker South Map K1 Lane Stree# ro Deciduous Tree Sign Block 1 Lot 2 GG Gas Gate Utility Pole Map Kl Block 1 -�. Hydrant WG Water Gate Lot f MASSACHUSETTS ��"""""`........*..,.— 1:1 Light Pole C4NNECI r � � FOR REGISTRAR'S USE . I'CUT' sTATF uNE . -- VICINITY MAP 1 "=400 LOCA TION MAP -No t to Scale N/F Jean W. Tarr 8c Laurie Ann Dehm, Trustees EXISTING TOWER LOCATION PROPOSED TOWER LOCATION LATITUDE - 42-- '-55.77" LATITUDE - 42'-O '--55.84" LONGITUDE - 72'-37=--06.41" LONGITUDE --- 72`-37'--05 94" NAD 83 NAD 83 ELEVA TION 75 ELEVA TION 75 NGVD 29 NGVD 29 I.Pin Found _ S8921'320E 326.50 g ZOr Proper#y tine .r _ ...... 1.5 • I.Pin Found I BM — A , rape ne p a l N V tut Set in 1478-26 28 3,E - • 3 Q 1 E Cone. Tower Pad ,�,4" 4" ELEV. 75.86 �Y+ ��--� __. ..r 75.1 r l 0riye 1 Gr Ova Exist. Tower �--— 76.2 or, 60n0- E7ec. � 1 E' Ponels Go{e 75.6 76 Box ondult anc. c Goner Generator ABC Xist• Overhan�75�2 gld9•A 75.1 X 0 Cable ' TrayLQ 7 9 �Mefolf Ho oku 7s . Post NOTES. xig , Conc. 74.7X Id Chinn Lin Land of o I. BEARINGS REFER TO 7NE GONNEGAGII T GODRDINA 7E SYSTi;M (N Fence Edge of AD 83} S t o n e Brush L eon and C, Gardner &BASED UPON CGS MONUMENTS 1149X & 1150 HOLDING THE 74.3 0 74`7 Birdie Mae Gardner FOLLOWING PUBLISHED COORDINATE VALUES .� CGS 1149X N 936,407.551 CGS 1150 N 934,519.557 12" Map. KI E 1,036,128.894 E 1,036,077.186 �4 Block 1 Lot 3 Z ELEVATIONS REFER TO THE IVA77ONAL GEODETIC VER77CAL DATUM OF 1929 BASED UPON CGS MONUMENT 1149X HOLDING THE PUBLISHED ELEVA77ON OF 8Z62. B r u s h J. REFERENCE IS MADE TO THE FOLLOWING MAPS.- A. '2E wls FIBERGLASS 1804 MAIN S7REET AGAWAM, MA 01001 LAND SURVEY", BY A77-AN77S GROUP, INC., SCALE 1--50, DATED 2116199. 4, REFERENCE IS MADE TO A"NO77CE OF VARIANCE/SPECIAL PERMIT A RECORDED 1N BOOK 10090, PAGE 171 OF THE HAMPDEN COUNTY REGISTRY OF DEEDS S. REFERENCE IS MADE TO A N077CE OF SPECIAL PERMIT RECORDED IN BOOK 11198, PAGE 143 OF THE HAMPDEN COUNTY REGISTRY OF DEEDS. 6. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD MAPPING AND OTHER DATA SUPPLIED BY THE RESPEC77VE U77UTY _ COMPANIES, GOVERNMENTAL AGENCIES AND/OR OTHER SOURCES l.Pin Found THESE LOCATIONS MUST BE CONSIDERED APPROXIMATE IN NA TURF 01 S ADDIRONALLY, OTHER SUCH FEATURES MAY EXIST ON THE SITE, THE 03 E EXISTENCE OF WHICH ARE UNKNOWN TO URS GREINER WOODWARD CLYOE, INC. THE EXIS7ENCE, SIZE AND LOCA77ON OF ALL SUCH FEATURES MUST BE DETERMINED AND VERIFIED IN THE' FIELD BY THE APPROPRIATE AUTHOR177ES PRIOR TO CONSTRUC770N. CONTACT DIG—SAFE PRIOR TO ANY EXCAVATION 1--800--322-4644. ## i N/F James a & Norma R. Walters I.Pin Found N/F THIS PLAN SHOWS THE PROPERTY LINES THAT ARE THE LINES OF Stuart Amusement Company EXISTING OWNERSHIPS. AND THE LINES OF STREETS AND WAYS SHOWN-ARE 1 BOUNDARY SURVEY * ,/ �/ THOSE OF PUBLIC OR PRIVATE STREETS OR WAYS ALREADY ESTABLISHED; PARTIAL BOUNDARY & TOPOGRAPHIC S U R Y E I AND THAT NO NEW LINES FOR DIVISION OF EXISTING VRV OWNERSHIP OR FOR NEW WAYS ARE SHOWN. FURTHERMORE, THIS SURVEY AND PLAN WERE LANn GC PREPARED 'IN ACCORDANCE WITH THE RULES AND. REGULATIONS OF THE U r REGISTERS OF DEEDS AND THIS PLAN CONFORMS TO THE "PROCEDURAL AND TECHNICAL STANDARDS FOR THE PRACTICE OF LAND SURVEYING IN THE 1 06--03--01 Proposed Tower Location Added COMMONWEALTH OF MASSACHUSETTS." No. Date Revision description LEONARD C. GARDNER & BIRDIE MAE GAR DNER DATE �✓ �_ Z � Surveying and Mapping by. 1804 MAIN STREET um UM Corporation A•E•S dA, LL500 Enterprise Drive, Suite 38 AGAWAM, M ASSACH U SETTS o �o o �0 6a MICHAEL G. WIL ES REGISTERED LAND SURVEYOR No. 34322 �� scale: 1" = z©� Rocky HII;, Connecticut 06067-4002 Date i JULY 2001 Tel. (860) 529-88S2 PREPAREDry FOR GRAPHIC SCALE TRUE AND VALID COPIES OF THIS MAP OR PLAN MUST BEAR THE ORIGINAL Field. book # Crew Chief Project # SIGNATURE AND EMBOSSED SEAL OF THE ABOVE NAMED LAND SURVEYOR. UNAUTHORIZED REPRODUCTION OR ALTERATION IS FORBIDDEN. 1521-48 F.RICHARDSON F3�-00001715.19\FO1 AMERICAN TOWER SYSTEMS Search # Drawn by Checked toy Map file # - 3835 E. I.EWIS I�r-� T145-36 APPROVAL & ENDORSEMENT BLOCK . ' �A N ZONING TABLE AmE •�____ SITE PLAN APPROVED BY THE ZONING DISTRICT: BUSINESS B . DISTRICT TOWR oor�Po�,'rion� AGAWAM PLANNING AND ZONING COMMISSION ON REQ'D PROVIDED SUITE 307 � ---•_...._ ._ _ ITEM 73 pRINCETON .STREET, N. CHELM5I~ORD, MA 01863 ENDORSED BY DATE MINIMUM LOT AREA (ACRES) 23 3.5f i N OFFICE: 97s 251--0792 I ( )— FAX: (978) 251-9507 MINIMUM ` LOT FRONTAGE 1001+ 312'f I I CHAIRMAN'S SIGNATURE DATE \ MINIMUM FRONT YARD SETBACK . .. 35 326*± SITE PLANS RETURNED TO A&E FIRM APPLICANT ON MINIMUM SIDE YARD SETBACK 10 28 t DATE MINIMUM REAR YARD SETBACK 35' 438't I I I ffNSCORPOR�A»NAf$ MAXIMUM BUILDING COVERAGE 5D� 6% I 795 BROOK STREET,, BLDG 5 MAXIMUM- BUILDING HEIGHT 4 ROCKY HILL, CONNECMCUT` ` \ 3 STORIES 14't. 14860"29-8882 MINIMUM TOWER SETBACK 19 p' 32± I r _ A&E SEAL I - { TOWER FOUNDATION AND DESIGN TO BE l PROVIDED BY TOWER MANUFACTURER �+� to V 1 I I ' H ate' 1 UCT t ..„� O . J T LAL I ; — -- — I , PLANNING ' PROPOSED COMPOUND 35' FRONT YARD SETBACK : E `} : ; = SUBMISSION t % EXPANSION f � •'' i 10'SIDE YARD �..... . ..h,:�_...,,.,,� S vx :�:�� ! �; RD SETBACK I i 1 deer m ;c:r t� \ �.4 2%L�., tq, IC s.. I ! NOT FO f ,"f Lwx:, A w��.;.,r ''enss::� ♦ I '•, #� r x� R CONSTRUCTION �`•\ ' �♦r� 4 : '• .. �F ) PFA ♦. t I \ L f PROPERTY LINE(TYP.) 64 . mow...., f5�� ♦.t'\' ..♦ % i y3»r. ................M. ..... --•.vd:,4:•.i7-,xJ;t.... ....�..,.•. ,..r -. s:: i 'R 3 \i o ; �� „_ r. .:r.��"� r;w= �" ...:::..:.::. w:, ` _ - = PROJECT N 0: F301715.19 F03 \ r 1s „'"•• _"as„"' •"3,��yyrSiC) `'' ¢`x' '~ weY�^":?� - .•ter w\ - .,.ice—. ,r-••—;• ..# k 3•. #, -\ i t � �• } yam,' r /) 7 - •'SS•:.: _ el �/•� • .y , .r .\\ , ice[ •i 1` •.�� t 4 •..r�.'S.`•-"'-S.r •;✓.il.• .,.......Jn a� yY .ram \ :.ems G ��"'•„"., n "„ r / ..}: S: •viJE`i ii„ ...,.,.. � � ,,,..!..•^�.�w-�k.=7.•aY^.e^•-.r ^a-;y. / •?•�i±!'s •�,Y ...,�....... � I : \ 'r' ...:— �-w.r �r y _ ,.}:,: :: ..._..:. ... DRAWN BY: K�1B ��\ \�l �� '� � t � .+rJ' . f 1 •�,\`4 \ \\\ .. � t 2 � l ..+'n•r lt..; !!��//. ["• .-..� ../ f�F .......W.,..."....... }, :� � f , ..IC... ..:C ✓, -///({ten^•^• 'C,•.'. y I \\�� \��` ;� � 3 ti r�� J ♦\'�* \ \ .f f� Z� t�1� �• at i' f 'Y :�,Y:YY:: -.. •-•5+.4� �!(3 _ //� / ,,.."� �1 - i •.,�.......: �1 DRIVE 71 t ♦ �" ,,d r"'~ V{ \ ~`' "-y ' •,.„..:✓ 1 y'`.`w;ti.,,,� \ C .,,. i>a' :Y :: ':�.w • .\ .r \ Y �� \ V t i �``'•..•,......•.....-..r i Sf% \�\ \, { \\♦�� 1. ��:' .�.w `�:��,y� µ ��• }. n,�f`• .:.:••. - • 3 ""+:....,.,. '."' CHECKED B \\ \\ F { ♦z:, \ ti �\ 1�. Y ! x• \ f sf / 3 `' y \ j �tbf�M�ll�+ •,\ ♦ 4 1 \� Z \� s a i �4 `..,* •",•� ; si. fi .•-ti .>.. tf i[ � vr k r 11L 7� �, ;� DI'l " ISSUED FOR iii �'`♦ i t� ,4; J; .,`�... ..,, { f fp j e "w. • ':• t :�, „~„ .zt :r \ / 1 21 •,iw�R •_ IN \\ � L� � �♦� i \ �,i l� ' .' � ",.•'r f ¢ E;c.�"""""",^.,y'n,•• r•� M r" . x:� `w'•`,!•wr. S:' /• ♦- �\ e ,,./ t ��€ i ° t<'�•+ ,#/✓/� t ♦ i\ : '�\ h \ f}f t i t \ V "� ixi �, C �; _r.: %• �- x ,�' 7- 2 1 ZONING REVIEW tk ,;, � ''�.. ,•% ' t _} _........;A�„ _ MN. „,.._ri? •\ / urn x�l�; °; ;, JI Q8-'-10-.'01 EINAL � \ AL ;`� `\ `•�, �•. is `� - -f f � _ -:.�'f:�,-• -'^t� �_ ; � �"A�4.f � t �. .''.d:...... -•.., •"�..,,4,J ; i� .t .�' \\ 5 i.w ``� i N. 'Nll\ �`' �• 4 W 3�f t1%• s}� E• r u' ( { i '.`l ,� ;,.t.. 2�20�02 III }j A `i •.•. "� r z♦ •' t •♦ � ♦ ♦ e .'�'icr, .... .. -.T...E'` \ r •• 3�- x_ f! C 1... - 3()NWV:TA \\\ �\ i ! „ i'��....r--' _lam/ ".�.' ��••-..,•.,„..-.. J'�t i :/ f [ F":�•� t. • {i \ \ ;\ "v. ` ,` ..•.............._......-. ..h`� *\ �"+,.", „....-i .'w-hr .,,, jt �•....�•`/p'�'( /'��h. \,fr`` ♦'. ,,....// �,k `i k '`'\/ {:.'%�,f�'\ 't�iy, {` � ( ��V.Mw:..•w.•n�,::•'r.,•_"�"cw�'. •'^'�rNxct. _' f��i Try�, 9 "^••••„�'••,•;;;r�";••w. l � !�' /` 'ice/"•""•,�•' j(}' £S' ;:t t`• `,�i ..... .t�.�� {,Jl'> ,...,„«....•••�......r... �� / Ji ♦lE4.::.• ,.. 3"v..„•.:...... i ,.£ ^��« ✓ r.� „ /'. 7 t S .... qw„.„„.... �i•• ''`(}r�� — "W f i t �i �'�```'"', '\� \ \i` `*•%`.;�"'" , N TM AL [ „....• `!' C..3 i �} ...�... ^r}...1` f O. RF�t: �„' ,�.-" I ,t ,; x : CONTAIN ♦� r" ?;; =l �ki� LOCATION �; ': ...� t3 I —, }• THE INFORMATIONED }♦ \ ti "�. ``..�`�.'`.•OV>'` \\ \ ' •,,." ` `��,$tiy �`..�.� ... . .^"'" +...r. `i i t k k k ........... j..................„i W y✓/ y.. 1 �1 �. .` :;� ,�' =-'•'.�..- ., :,.„ „ . _ „ _.._ t°= `_; .� a I IN THIS SET OF DOCUMENTS ;i t, �M Iw, t r �� I I IS PROPRIETARY BY NATURE. \ ....«�' ✓'ter''„ .� �..-.._ a _ r's �€3'- ANY USE OR DISCLOSURE ♦ �"``"`�.,. `� .;;�`~+•:., ...,..N•"',.,.'`.' " .+,,, .. .. `•"..•.`•",„may',.`•."`.,,, „"..• ...... t' `t.� 5 f(.I q FjDT.;r7a .bi':4 ..„ V7. e . 7 ._.............„..... OTHER THAN THAT WHICH „. ..... _ .. - ,..... ;, = RELATES TO AMERICAN TOWER CORPORATION IS — ` - ..-._..�F ; •51 r • .. ` — — — _ \ �! .. .. "' ... STRICTLY PROHIBITED. 36 REAR YARD SETBACK I�`..: .... Strx2 icc's;raz>dr•rM" •;r.r• -; x4 ;i :•i _ LENNIES 10' SIDE YARD SETBACK ` { =A, FIBERGLASS Siyy I1 s 1804 MAIN STREET '= 4} AGAWAM, MA 01001 I SCALE: AS SHOWN ----M — ._. DATE: 07--25-'-01 I I I DRAWING 3. OF 6 SITE PLAN I � I AND 20 v $O 0 I I ZONING TABLE GRAPHIC SCALE SITE PLAN + I Z--1 SCALE: 1"= 40' I I t Z- 1 SILT FENCE SPECIFICATIONS GENERAL LEGEND APPROVAL & END ORSEMENT BLOCK MAINTENANCE Afi � RICAN 1) SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT 2) THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN SOIL EROSION AND DESCRIPTION EXISTING PROPOSED SITE PLAN APPROVE© BY THE T LEAST DAILY DURING PROLONGED RAINFALL. ANY REPAIRS THAT ARE REQUIRED SEDIMENTATION CONTROLS AT ALL TIMES DURING CONSTRUCTION. ALL BASE LINE OR CENTER LINE AGAWAM PLANNING AND ZONING SHALL BE MADE IMMEDIATELY. SOIL EROSION AND SEDIMENTATION CONTROL MEASURES ARE SUBJECT COMMISSION ON cot� oFs.A,-�-;oni TO INSPECTION AND MONITORING BY THE TOWN. PROPERTY LINE/STREET LINE/ 73 PRINCETON STREET, SUITE 307 2) IF THE FABRIC ON A SILT FENCE SHOULD DECOMPOSE OR BECOME INEFFECTIVE R,O.W. LINE -- DATE N. C TON S TREE MA 01863 DURING THE EXPECTED LIFE OF THE FENCE, THE FABRIC SHALL BE REPLACED 3) DURING CONSTRUCTION AND THEREAFTER EROSION CONTROL MEASURES ARE ENDORSED BY TO BE IMPLEMENTED AS NOTED. NOT GREATER THAN 80,000 SO. FT. OF LAND OFFICE: {978)-251-0792 PROMPTLY. BUILDINGS SHALL BE EXPOSED AT ANY ONE TIME DURING DEVELOPMENT.ENTK T T LAND IS CHAIRMAN S SIGNATURE DATE FAX: (978) 251•--9507 3) SEDIMENT DEPOSITS SHOULD BE INSPECTED AFTER EVERY STORM EVENT, THE ...,� <, ...,_..- : .,._,.w 4 ».�. , EXPOSED DURING DEVELOPMENT, THE EXPOSURE SHOULD BE KEPT TO THE FENCE DEPOSITS SHOULD BE REMOVED WHEN THEY REACH APPROXIMATELY ONE--HALF ............_........-. ....... THE HEIGHT OF THE BARRIER. SHORTEST PRACTICAL. PERIOD OF TIME AND SHALL NOT EXCEED 90 DAYS. LAND SHOULD NOT BE LEFT EXPOSED DURING THE WINTER .MONTHS, 4) SEDIMENT DEPOSITS THAT ARE REMOVED OR LEFT IN PLACE AFTER THE FABRIC CONTOUR LINES ---- �r - 40 SITE PLANS RETURNED TO HAS BEEN REMOVED SHALL BE GRADED TO CONFORM WITH THE EXISTING 4) SILTATION FENCING SHALL BE INSTALLED WHERE SHOWN PRIOR TO ANY ON SITE APPLICANT ON A&E FIRM TOPOGRAPHY AND VEGETATION. GRADING OR DISTURBANCE OF EXISTING SURFACE MATERIAL. IT SHOULD BE SETBACK LINES -- -- -- DATE MAINTAINED DURING AND AFTER DEVELOPMENT OT REMOVE SEDIMENT FROM F QQNSTRUCTION SEQUENCE RUNOFF WATER AND FROM LAND UNDERGOING DEVELOPMENT. WHERE POSSIBLE SPOT ELEVATION vxs h�>• �? x 441.6NATURAL DRAINAGE-•WAYS SHOULDBE UTILIZED AND LEFT OPEN TO REMOVE 1) THE GEOTEXTILE FABRIC SHALL MEET THE DESIGN CRITERIA FOR SILT FENCES EXCESS SURFACE WATER. CURVE RADIUS (� OOK STREET, BL"DG 5 2) THE FABRIC SHALL BE EMBEDDED A MINIMUM OF 8 INCHES INTO THE GROUND 5 ALL DISTURBED ARE H1L L., CONNECMC:UT' AND THE SOIL COMPACTED OVER THE EMBEDDED FABRIC. , FURTHER CONSTRUCTION TO TAKE PLACES ALL BE LOAMED AND SEEDED. A SEDIMENTATION BARRIER 3) WOVEN WIRE FENCES SHALL BE FASTENED SECURELY TO THE FENCE POSTS MINIMUM OF 4" OF LOAM SHALL BE INSTALLED. A SEED, LIME AND FERTILIZER WITH WIRE TIES OR STAPLES. PROGRAM SHALL CONFORM TO ALL APPLICABLE SECTIONS OF THE "MASSACHUSETTS WOODSLINE 4) FILTER CLOTH SHALL BE FASTENED SECURELY TO THE WOVEN WIRE FENCE WITH GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL - 1988 OR LATEST TIES SPACED EVERY 24 INCHES AT THE TOP, MID-SECTION, AND BOTTOM. REVISION". OVERHEAD WIRES - 3 - _� - --- r ---ot— A&E Ste' 5) WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER, THEY SHALL BE Sa ANY DISTURRE© AREAS WHICH ARF Tn RF u=FT TKUPORAMLY, .4M VW10" WALL UNDERGROUND ELECTRIC ovLr�Pt-t=o ttr a t�tGt tars, flot t�Eo �►nra srr�t'tto. BE REGRADED LATER DURING CONSTRUCTION SHALL BE MACHINE HAY MULCHED -----E--- 6) FENCE POSTS SHALL BE A MINIMUM OF 36 INCHES LONG AND DRIVEN A MINIMUM AND SEEDED WITH RYE GRASS TO. PREVENT EROSION. HAY OR STRAW MULCH OF 16 INCHES INTO THE GROUND. WOOD POSTS SHALL BE OF SOUND QUALITY SHALL BE APPLIED TO ALL FRESHLY SEEDED AREAS AT A RATE OF 2 TONS PER UNDERGROUND TELEPHONE ----•r----- �� HARDWOOD AND SHALL HAVE A MINIMUM CROSS SECTIONAL AREA OF 3.0 SQUARE ACRES. BALES SHALL BE UNSPOILED, AIR--DRIED, AND FREE FROM WEED, SEEDS AND ANY COARSE MATERIAL. +r. Ra INCHES. POLE (TRAF TEE, STREET G ACCESS TO SITE OVER EXISTING DRIVE eQ 7) MAINTENANCE SHALL BE PERFORMED AS NEEDED TO PREVENT BULGES IN THE LIGHT, TRAFFIC, ETC.) FROM MAIN STREET SILT 0 FENCE DUE TO DEPOSITION OF SEDIMENT. sT� EROSI-ON__CONTROL NOTES IPAL P 1) THE FOLLOWING STANDARD SPECIFICATIONS ARE INCORPORATED INTO THE WORK SHOWN HEREON UNLESS SUPERSEDED BY PROPOSED ROUTE OF UNDERGROUND LOCAL (TOWN) REGULATIONS: PROPOSED CHAIN LINK FENCE (TYP.}- ELECTRIC/TELCO SERVICE FROM - COMMONWEALTH OF MASSACHUSEITS DEPARTMENT OF PUBLIC REFER DETAIL LINK EXISTING UTILITY POLE TO PROPOSED �i WORKS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES PAD MOUNTED TRANSFORMER-REFER J� 1988 OR LATEST REVISIONS THERETO TO 71Z-4 FOR TRENCHING DETAIL PROPOSED GRAVEL PROPOSED 12' WIDE ACCESS GATE PROPOSED 190' MONOPOLE . COMPOUND, REFER ^ TO DETAIL 91Z-4 PLANNING PROPOSED DRYWELL, REFER PROPOSED 10'-0"x20'-0" SPRINT EXISTING WME CO UTILITY POLE#3 SUBMISSION TO 81Z-4 FOR SECTION 0' 0, EQUIPMENT SLAB PROPOSED ICE BRIDGE- NOT FOR CONSTRUCTION REFER TO DETAIL 41Z-4 1 "...._ .......... -...»... _ PROPOSED VEHICLE TURN AROUND... .......__._..._......M_................._............... _ - PROPOSED SEDIMENTATION -� `�" ,, •� � � CONTROL BARRIER-REFER TO --- ;w;,� .X :� �. �-- ''" __._ PROJECT NO: F301715.19/F03 DETAIL 31Z-4c _ � » .. - - : ,.:" µ PROPOSI=I ...IIIIUCTi=1V1ETER`CENTER�....... EXISTING TELCO ENCLOSURE 'yam '...- �:-° � ---""'=• "� �: DRAWN BY: KJB r ode° , „ - "E.S].V' ..r^� Mir' •. ..e.._..,.•.:...:. _ '�• a+ �.,r�"�"'�a i EXISTING MULTI-METER CENTER ' " �» _; :::; : ;:.. . . ..� �•. ; ": jX 5r5- - a ..--� - =--� r l f '' 10' SIDE YARD SETBACK LINE NECKED BY: . ... -��. i w• ; Cn :>...: �_......., ,..._....... �, ,...».... _....».. _. .».._............... » __ .. .. _.......................... -_ » s µ _ ��...... �_.... �... ....,..-... ISSUED FOR EXISTING CINGULAR f- �... .-m -------.- . ....... '`�.. �..... _..._ _ ... WIRELESS BUILDING 07 25 01 ZONING REVIEW EXISTING BUILDING 08-10-01 FlNAL EXISTING 190' MONOPOLE ; . ' € r �X:76:0. Ls., r 2 f, n..�. �� ; 2-20-0 TO BE REMOVED FlNAL (SHOWN DASHED) EXISTING VOICESTREAM »..........._. ...m...... a x ' ' �,..............._...._.. CONCRETE SLAB , r� !`as'' f V . :c '• »...... " ; " ;';'��% ; ; •� � '` THE INFORMATION CONTAINED 0 —�� f . ; , , . � , IN THIS SET OF DOCUMENTS '� � �' IS PROPRIETARY BY NATURE. . �,� w , ;,, 'f ;n, ; •: � PROPOSED\ ACCESS GATE EXISTING ICE BRIDGE (TYP.) WIDE AC E ANY USE 0~-, - R DISCLOSURE P '�� ~ '`�,. OTHER THAN THAT WHICH �� RELATES TO AME' RICAN TOWER CORPORATION IS Z-3 , ; . ;' % r%f �� , PROPOSED PAD�MOUNTED TRANSFORMER STRICTLY PROHIBITED. EXISTING NEXTEL t °,' .°r', :_ ~�•. `t EXISTING 2 STORY GARAGE BUILDING • ,, , f W : PROPOSED BOLLARD (TYP-) . f TOWER FOUNDATION AND DESIGN TO BE `i r,'; : t LENNIES PROVIDED BY TOWER MANUFACTURER t 1` .. - PROPOSED TELCO ENCLOSURE i-� ..... ....... ........ FIBERGLASS 1804 MAIN STREET '� ,�'� ( � = PR o f, AGAWAM; MA 91991 OP SED 12-0 x30-0 VERIZON 1,, ''l " '";. �• ` - ', r �dr `rf ` � WIRELESS EQUIPMENT BUILDING ...... r...�Y�` 1 , '� 13 ,.�� ' SCALE: AS SHOWN PROPOSED ICE BRIDGE (TYP.)- REFER TO DETAIL 51Z-4 ` _.�.�........� �� " ~ •, f i DATE: (}7 -25-01 PFpQ!"ose '12'_0"u20'-0"AT&T ~� # EQUIPMENT BUILDING ` LDRAWING 4 OF 6 � � `�, .4x ''� . .. ._ _.�_. ... .:.�.._... _ . •-�.�.. ;.,� � ..,�, ` / � COMPOUND PLAN, .. ........... ��,h , CIVIL NOTES AND LEGEND rl `� COMPOUND .PLAN ,o o 30 Z--2 SCALE: 1"_ .10'-0Z-2 GRAPHIC SCALE AMERICAN TOWER OC>Fit F?O FLATi C>N 73 PRINCETON STREET, SUITE 307 N. CHELMSFORD. MA 01863 OFFICE: (978)-251-0792 FAX: (978) 251-9507 A&E FIRM !/ �g �� 795 BROOK STREET, BLDG 5 ROCKY HILL, CNNECT1CtjT 1�8B4�s29-sss2 A&E .SEAL is � SA R!1 PAL PROPOSED VOICESTREAM IYA `L� €` TOP OF TOWER ANTENNAS (3 SECTORS TOTAL) — _ — — — — PROPOSED CINGULAR WIRELESS ANTENNAS (3 SECTORS TOTAL) =.fl€ r R ANTENNA q - - - —�4 ::r. 'it; fi€'- €!€_ PROPOSED NEXTEL si€ €!€` PLANNING E_€€ ANTENNAS (3 SECTORS TOTAL) �; ;; E:€► r i� ANTENNA�. E• SUBMISSION €;€ PROPOSED AT&T `€ ANTENNAS (3 SECTORS TOTAL) i� ANTENNA Q_ NOT FOR CONSTRUCTION PROPOSED SPRINT ANTENNAS (3 SECTORS TOTAL) ANTENNA _ f= f'i Eif# " €il€ j _� PROPOSED VESET WIRELESS =' : F301715.19/F03 #Ei€ F €€:€ ANTENNAS (3 SECTORS TOTAL) PROJECT NO €i€ ANTENNA DRAWN BY KJB €#i #f#€ [CHECKED BY: €€€€ fffE f€E€ ISSUED FOR €€€€ EEE# !€€€ iE#I l 07-25-01 ZONING REVIEW 08-10-01 FINAL b I i 2-20-02 FINAL ca €:€€ PROPOSED 190' MONOPOLE, COLOR 0 €�€€ I SHALL BE GREY GALVANIZED STEEL— i ANTENNAS SHALL MATCH TOWER m €i THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS € _ IS PROPRIETARY BY NATURE. # l _ ANY USE OR DISCLOSURE I OTHER THAN THAT WHICH I`ll I RELATES TO AMERICAN €€€f TOWER CORPORATION IS E ' TOWER FOUNDATION AND DESIGN€€€ TO BE PROVIDED BY THE TOWER I STRICTLY PROHIBITED. MANUFACTURER i f i i PROPOSED ICE BRIDGE (TYP.) €_ EXISTING PROPERTY LINE EXISTING REMOVED LEIVNIES f (SHOWN DASHED) PROPOSED MULTI—METER CENTER FIBERGLASS PROPOSED ICE BRIDGE (TYP.) PROPOSED 12' WIDE ACCESS GATE 1804 MAIN STREET �._.� �--AG UNff (TYP.) MOUNTED AGAWAM; MA 91991 PROPOSED SPRING' EQUIPMENT SLAB EXISTING BUILDING i PROPOSED VERIZON WIRELESS €i i PROPOSED CHAIN PROPOSED CHAIN EQUIPMENT BUILDING'€ LINK FENCE LINK FENCE SCALE; AS SHOWN �; .,€�€, •• ,-,:•-;::: ;; i. :. = i DATE: 07-25-01 ii ;?f i 3 ` APPROXIMATE GRADE �., ' APPROXIMATE GRADE 0 o ^^ DRAWING 5 OF 6 35'-0"t 100'—o" SOUTH AND WEST ELEVATIONS 2 SOUTHELEVATION 1.0 's V EST ELE11'AT �N 'S 1 B 3 48 Z-3 SCALE: 1/1 fi"�1'-0" GRAPHIC SCALE -3 SCALE: 1/1 s"=1'-0" GRAPHIC SCALE Z-3 AmERICAN APPROVAL & ENDORSEMENT BLOCK TOWER CORPC�RA�"!dN VARIES VARIES VARIES SITE PLAN APPROVED BY THE AGAWAM PLANNING AND ZONING 73 PRINCETON STREET, SUITE 307 COMMISSION ON N. CHEI.MSFORD, MA 01863 2'-0" MORTAR IN PLACE DATE OFFICE: (978)--251-0792 •:� SCp _ ENDORSED Y FAX: (978) 251-9507 S B MORTARED ADJUSTMENT IN RINGS CE•IAIRMM S SIGNATURE DATE 4u:, A&E FIRM Vy SITE PLANS RETURNED TO APPLICANT ON IRSvef a�0 ,0�� [SATE N 7 W BROOK �T, BLDG 5 ROCKY HILL.., CONNECTI= 6" GRAVEL COMPOUND tl� FABRIC LINER X860-5�� FINISH-3/4 GRAVEL •3 � THOROUGHLY COMPACTED '� a C� IK " E S EAL 59,W"! - - SEEPAGE PORTS �H '= MICROFLECT B510 PIPEHFAD (VOICESTREAM/NEXTEL) WOVEN GEOTEXTILE FABRIC H cy Ro (AMOCO 2002 OR APPROVED EQUAL) UNDISTURBED SOIL RA at N 3ST 4 MICROFLECT B501 12" LWAVEG 9 GRAVEL "MPOUND DETAIL. 8 DR ELL sEC-noN . REFER UTO sIDE C/HZA-N4 EL- Z--4 SCALE: 'N.T.S. Z--4 SCALE: N.T.S. w MICROFLECT 0130 0 3 1 f2"I PIPE IL fn . E I,l MICROFLECT B509 MICROFLECT L3 f TRUSS SUPPORT 589 PIPE } (C N U�"WIRSUPPORT PLANNING FINISHED GRADE, AC PAVING �- ' 3 TRENCH MATCH SLOPE AND THICKNESS _ € MICROFLECT B501 SUBMISSION OF EXISTING 3 W � � ' 12" WAVEGUIL?E � k r SUBMISSION ill CHANNEL © } e - - . . m< ; UNDISTURBED 9 o MICROFLECT B501 12 I ___ - .� ..,...... o U WAVEGUIDE CHANNEL- NOT FOR DOIVSTRUCTION o z N , , : .. ... _ ------ [� 3 /2 PIPE 30 Z_ REFER TO Bf Z 4 g - =YL^-- ' i = 0 -------�MICROFLL�CT B1 0 i� _ _-_-_==- C F v 1 " © R COMPACTED BA K ILL : - EARTHWORK CATION (3) 3/8"0 BOLTS --- ? FINISHED GRADEPER o PROJECT NO: F301715.19/F03 m BACKFILL d•� �.--- U -- FINISHED GRADE. : MICROFLECT B501 t - ...........E . ......._ (SAND OR NATIVE SOIL) GALV. PER EARTHWORK CHANNEL TELEPHONE CONDUITS = jj - E SPECIFICATION F •' DRAWN BY: KJB V�ERE APPLICABLE * _ i MICROFLECT B1190 z #3 TIES 0 8 O.C. ra . 4 PVC SCH 40 UTILITY WARNING TAPE �� HALFSTRAP W/1/4"f� o SIZE PER LOCAL TEL. STAINLESS STEEL SCREW I o µme_. 71 � CHECKED BY: CO. Q ACTIVE, CONCRETE 1 SPARE CONDUIT POWER CONDUIT ; CONCRETE - WHERE APPLICABLE * a` •'` .�. x AS REQUIRED) ISSUED FOR 3" PVC SCH 40-POWER �� fa SNAP IN COAXfAL i' � 4-#4 REBAR CABLE HANGER MIN. ; f:. Y••• 07-25-01 -ZONING REVIEW {TYP.}� .�- MICROFLECT 81752 SNAP � S"o 4" MIN TO SECONDARY ELECTRIC * �� `a IN HANGER. BRACKET 12 08-10-01 FINAL 4'�-o" O.C. MAX 2-20 Q2 Flt 12" MIN TO PRIMARY ELECTRIC M��J 10` SPACING BETWEEN POST SUPPORTS. MUM 10' SPACING BETWEEN POST SUPPORTS * SEPARATION DIMENSION TO BE VERIFIED WITH LOCAL UTILITY COMPANY REQUIREMENTS 7 ELECTRIC AND TEL.EPHO►NE TRENCH DETAILK6"�, CABLE SUP 0RT- DETAIL � ICE BRIDGE DETAIL 4 ICE BRIDGE DETAIL Z_4 SCALE: N.T.S. �-4scALE: 1 1/2" ; ' o" -4 SCALE: 1" ; 1'-0" Z—q scALL 1" = 1'-0" THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY. BY NATURE. ANY USE OR DISCLOSURE 2 OTHER THAN THAT WHICH —4 RELATES TO AMERICAN TOWER CORPORATION 1S STRICTLY PROHIBITED. WIRE 0 IDE FACE CONTINUOUS TOP POSTS 1. SET POSTS AND " FENCING 2. STAPLE THE WIRE MESH::_. 2 DIAMOND MESH RAIL `` EXCAVATE A 8 X .6 FENCE FABRIC" ANGLE 10' TRENCH, SET POST FENCING TO 1 5/8 UPSLOPE FOR DOWNSLOPE. END POST. y PROVIDE DIAGONAL TOP RAILOur-FREE. 0 OST-FREE LENNIES STABILITY AND ¢ ADJUSTABLE RIDE " -�-�8" CORNER POST - S CLEANING " 0 �J K 1 1/4 0 HEAVY DUTY GATE LOCATION � � Il �/iS5 E� 2 DIA GALVANIZED v AND TURNBUCKLE ► �� w • •. .,. - ARM LATCH �`w LINE POSTS ! ��Y AT HDRI)W 1TAL' ' ONLY 10' OC MAX 0. P) ,' RAIL ` ' fr ALL CORNERS 1804 MAIN STREET t . .t ,.,t► I � t•' Tf a C UO •E ON7LN US ao .'C ER ..L - t ENT RAf 1 5 8 0 PIPE TENSION Y. / - FRAME GATE 12" MIN „°` 0 CORN - • WIRE •� �. 2. MAX FROM ER �a � . SCALE: AS SHOWN DEPTH GRADE TO THE CONTINUOUS w POST ,s ' ' BOTTOM RAIL BOTTOM RAfL ONTiNUOUS P GROUND OP o DATE: 07-25-01 APPROXIMATE SLOPE" T OF — LEVEL CONCRETE, 1 [ 1 i GRADL� REFER 7 . i FILTER '1 i ,` 1 f1 i1 BACKFILL THE-` 4. ; -- FABRIC TO Z 2 1 FABRIC 3. ATTACH FILTER A H;.:AND ; 3 1 s• DRAWING 6 WIRE FENCING TRENC ;,, , , ..., , . . GROUNQ COVER :-; :;� .::-: E ; � ;��.� •! - . I OF 6 TO THE I 1 f,. ... L 1 a•j. - COMPACT THE; TYPICAL AND EXTEND IT TO THE _ EXCAVATED>SOIL. GROUND TRENCH. I 3,500. Psi r a F COVER y r CONCRETE, d, r _ I 71f, ;.Co PACTED .. - BACKFILL ROCK r . �..�.. ,._ SITE DETAILS 1 IN I CONCRETEw .:l :, d- PIERLl _:;z;,3,.:ES%='�,tM,Z,, ,zr '�- �i•,,.. E tJ..t ¢w'.;,w ay''.3... 1 �v,,,,;,5 t..,.t, t;t tM,•x c•i"r:v.E.E;'4�,Xt •. �a t*'%r 'Gi' .' .a a L:In `-r.y�J• - 1. FENCE POST SPACING NOT TO EXCEED 10'-0" O.C, DIA, 0 T ] 2. TENSION ALL BARBED WIRE T SNUG TIGHT. 1._g" I- 3. FINISH TO MATCH EXISTING 2 h? AIL SEC 1 ENCE TE 3 SEDIIUIENTA11ON CONT OL BARRIER SILT' 1 ENCE I EN E ET TI N TYPICAL. l GA DETAIL ELEVAMON SCALE: N.T.S. �--4 SCALE N.T.S. Z-4 SCALE. N.T.S. ..