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8437_SITE PLAN NEXTEL MAPLE STREET g43� S ,.Ie- T)O'n N ex le, I M� alz Sfixeef y Tow, n of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 oPy� Tel. 413-786-0400 Fax 413-786-9927 0 3� September 12, 2006 a� r MEn�• r� 1 , Nextel Communications of the MidAtlantic 100 Corporate Drive Rocky Hill, CT 06067 To Whom It May Concern: At its duly called meeting held on September 7,2006,the Agawam Planning Board voted to the Site Plan entitled: "Site ID" MA571813, Site Name: West Springfield, Site Address: 168 Maple Street, Agawam, MA 01001, Hampden County" prepared by Clough, Harbour & Associates and dated October 7, 2004 with the following conditions: 1. All comments contained in the Town Engineer's memo dated August 31, 2006 and attached must be addressed. 2. The access driveway must be paved at least 20' into the site from the edge of pavement. Provisions must be made for sidewalk access across the driveway. 3. The proposed evergreen trees must be planted six(6) feet on center at a minimum. If you have any questions,please contact the Planning Office at 786-0400, extension 283. Sincerely, 4 Dennis B. Hopkins, Chairman Agawam Planning Board cc: Clerk Board of Appeals Building Engineering Clough, Harbour&Associates File T� f a FA TOWN o - MEMORANDUM ay, To: Planning Board CC: John Stone—DPW Supt., Mona Carbonel— CHA, File From: Engineering Date: August 31,2006 Subject: SP—466—Nextel— 152 South Westfield Street The site plan submittal titled "West Springfield,Nextel Communications" 168 Maple St,Agawam, MA; Date Issued: October 7,2004,has been reviewed. Engineering has the following comments. Existing comments 1. Please show existing ground elevation of base of tower on the Elevation & Details sheet. 2. Please provide measures to mitigate erosion and to prevent sediment from being tracked into Maple St. New Comments 3. On the plan please show the existing sidewalk on Maple St. The contractor is responsible to repair any damage to the sidewalk due to construction 4. We request that the driveway apron paved as well as a 20 ft. throat onto the site. Please,do not hesitate to contact this division with any questions or comments. AAAAM "Maggior . eor ann . H an, P.E. Civil Engineer I Town Engineer VVE00% S:NSP\487 NEXTEL 168 MAPEL S11MEMO I DOC 3 E PASH11hW t-JA LAN ARID Volk, Town of Agawam 36 Main Street Agawam, Massachusetts 01001-1837 a Tel. 413-786-0400 Fax 413-786-9927 0 MEMO TO: Engineering Dept., F&D Police 'Dept. FROM: Planning Board SUBJECT: Site Plan Nextel -Maple Street DATE: August 18, 2006 Please review and comment on the attached Site Plan for Nextel prior to the Board's September 7"meeting. Thank you. DSD:prk P, Michael R. Mereadante Fire Inspector Agawam Fire De p r t Date: seek y Ge,�, tO TOWN OF*AGAWAM a, MEMORANDUM To: Planning Board CC: John Stone—DPW Supt., Mona Carbonel —CHA, File From: Engineering Date: August 31, 2006 Subject: SP—466—Nextel— 152 South Westfield Street The site plan submittal titled"West Springfield,Nextel Communications" 168 Maple St,Agawam, MA; Date Issued: October 7, 2004, has been reviewed. Engineering has the following comments. Existing comments 1. Please show existing ground elevation of base of tower on the Elevation& Details sheet. 2. Please provide measures to mitigate erosion and to prevent sediment from being tracked into Maple St. New Comments 3. On the plan please show the existing sidewalk on Maple St. The contractor is responsible to repair any damage to the sidewalk due to construction 4. We request that the driveway apron paved as well as a 20 ft. throat onto the site. Please, do not hesitate to contact this division with any questions or comments. IKMag5' . Aeo�rM4. HOknan, P.E. Civil Engineer I Town Engineer S:5gP1487 NEXTEI.169 MAPEL 511MEMQ 1.DOC REE,C E I V E au" PLANNINL"iGUARD t AGAWAM OFFICE OF PLANNING & COMMUNITY DEVELOPMENT SITE PLAN REVIEW REVIEWER: D. Dachos DATE: August 30, 2006 DATE RECEIVED: August 17, 2006 DISTRIBUTION DATE: August 18, 2006 PLANNING BOARD MEETING DATE: September 7, 2006 APPLICANT INFORMATION 1. Name of Business: Nextel Communications of the MiclAtlantic Address: 100 Corporate Drive, Rocky Hill, CT 06067 2. Owner: Same Address: Telephone: 203-606-5127 Fax: 203-481-1135 3. Engineer: Clough Harbour & Associates Address: 2139 Silas Deane Highway, Rocky Hill, CT 06067, Suite 212 Telephone: 860-257-4557 Fax: PLAN REVIEW Scale: 1" = 20' Date: October 6, 2004 Title Block (Street Address, Applicant's Name, Address, Scale, Name of Preparer of Plan): O. K. Description of Project: Proposed installation of telecommunications antenna on existing electric tower. Site Plan Review Page 2 Description of Site: Area is presently in lawn under high tension towers close to Maple Street. Provision for Traffic Flow: There is a proposed gravel driveway. There is presently a curb and a sidewalk. Provisions for a curbcut and possibly paving in the vicinity of the sidewalk should be resolved with the Engineering Department. Parking: Proposed parking/turnaround should be approved by the Fire Department. Drainage: See Engineering comments. Public Utilities: See Engineering comments. Landscaping/Screening and Buffers: The area described as "evergreen tree screening" should identify the type of tree and distance on center. The following landscape note must also be placed on the plan: "All plantings must be maintained and that portion of the public way abutting the parcel and including the treebelt shall be maintained in a safe and attractive condition by the owner of the parcel." Sign Location: N.A. Exterior Lighting: Not provided. Rendering or Elevations: Sample of colors and textures must be provided. Dumpster Location: N. A. Other Comments or Concerns: �. � �:g•�. Ate, �`�� �� .f r 1 r. - • 1 1. Town of Agawam ' 36 Main Street Agawam, Massachusetts 01001-1837 , Ma ` Tel. 413-786-0400 Fax 413-786-9927 �-fp MEMO TO: Engineering Dept., Fire Dept.,Police.Dept. FROM: Planning Board SUBJECT: Site Plan-Nextel - Maple Street DATE: August 18, 2006 Please review and comment on the attached Site Plan for Nextel prior to the Board's September 7"meeting. Thank you. DSD:prk HUB �S �UU6 WED U4:Q Fn NA IUUl717, LLU r�x l+�}. I ?Uj 486 65b f ► UC-22-2MG aJ 11 OF MFaI AM Y. Ue re�p �r rrx AGAWAM PLANN NG BOARD Form D Application for Site Plan Approve! Please aomplat-the following farm and rctum it and lA copies of the Site Plan to: Apwsm Buisdiag Depardm=t 36 Main Street Agawam,MA 01001 Tcicphonq 2. Name of AppErantlbw = Address 1a_OIX.LQC412 Telephone 3- Name of Fn&ccr/.A= itec _4(� Aad c VI �u� Talephokie 4_ Please give a brief de964001a of the prapoSad p Mjoct: 96 I �Yr,QQll� L '�U ��� w �� ���Kre vl OvY� � �P �3� Revisod 81ta1a3 TOTFL F"02 Town f o Agawam • Inspection Services Department A Building Inspection Code Enforcement till 36 Main Street,Agawam,MA 01001 Dominic Urbinati Telephone-(413)786-0400,Ext. 210 Richard Bosini Inspector of Buildings Fax(413) 746-9927 Sealer of Weights&Measures Enforcement Officer ---------------- Robert Won[ Plumbing Inspector MEMO Cross Connection Surveyor DATE: August 16, 2006 TO: Planning Board FROM: Board of Appeals RE: Site Plans for: Nextel Communications of the Mid-Atlantic, Inc. 168 Maple Street Attached please find 10 copies of the site plan for the above referenced property. These plans are for your review and comments, and any recommendations you may have so we can consider these recommendations and comments in our final decision. If you do not respond to this Board within thirty-five(35) days of the above referenced date,we will assume that you have no objections. F%ECEI)/Ewu'%' AUG 1 't 2ag6 BOARD ElV ED a SM WMVAL ��GA PLAN BGA � APPROVALS - e COMMUNICATIONS OWNER DATE 40 HARTWELL AVENUE • LEXINGTpN, MA 02421 VILEST SPRINGFIELD NEXTEL R.F. ENGINEER DATE ',I ' ftERAL DYNAMICS J 14FXML CONSTRUCTION r` ?; �O WIRELESS sERvrcFs - 77'A' STREET NEEDHAM HEIGHTS,NIA 02494-23A6 L" NEXTE]L SITE ACQUISITION DATE Ic� - NEXTEL MUD OPERATIONS DATE L A DtAMND COPaRIYf1T D 2011 CLOUGH. HAPSOUR GENERAL DYNAMICS DATE 5 ASSOCIATES LLP COMMUNICATIONS THE ABOVE PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND D AtYTHORI7.'E THE CONTRACTOR TO PROCEED aii.SLAM ernwc Hia+wn•-.oeKr row er-aeoer WITH THE CONSTRUCTION DESCRIBED HEREIN. ALL aeTe aYa ..o-ssr-+ner CONSTRUCTION DOCUMENTS ARE SUBJECT TO REVIEW BY �� ��� CONSTRUCTION THE LOCAL BUILDING Y MAY IMPOSE. AND ANY CHANGES OR crw PROJECT Na: MODIFICATIONS THEY MAY IMPOSE. 12p04-iolp - tp01 SITE INFORMAMN LOCATION MAP DRAWING INDEX "D. S17%MAL W 21 04 ISSVED FOR RENEW OMNE]i; NORTHEASTT UMM SHEET SHEET REVISION HISTORY c 10 00 0+ IISSUED FOR ZDNlING o:JPs PHONE (1160) 665-6772 �6\\0y �9 9� NO TI71.E NO DATE I fir: PAL CHIC:PAL APP'D:JP5 1' • 10 07 04 RE—ISSMD FOR.ZONING 517E 1.0.0 MA5710 � �` sr TD7 TITLE SHEET 2 10/07/04 � a+: Pra cHK:PAL APP D.JMS 91E MAMIL. WEST SPRIfCF1ELD °m cr 0\�1y� 201 4OW RADIUS V MTY MAP 1 10 /OB /D4 K G° 6S` 202 SSE PLAN &GETIEW M07D 1 10 /06 /04 APPLwmT: NEXT&CdI1MpCA110N5 o�`n 4q Z03 ELEVA11O11I R OE MS 2 40/07/04 LE0NG MA G2�421 aEdo Z04 EXTERIOR SHEL11M ELEVA'4OM5 1 10/OB /04 �y��{oI:rk r MDpfe St tie 4�� Z05 M41MA SPECOCA7101IS 1 10/06/04 SIE ADORES5: 166 MAPLE STREET y� �>rdoa Z PESTER A AGAWAM, MA 01001 >~OIL S` Ro Q�P Mc �{ �° °nD -1 COUNTY: HAMPDEN �?"� ��ory ke 4 4 RA! fn LAATUE . 42.OV WN � To � @ 43189 LO IUDEI 77 W 16'11 � w"^ � Q �P ' Q AREA OF COHSTRt1CTOk f 000 41 ENGINEER: CLOUGH HARBOUR*ASSOGIAIES LLP �2139 WN.AS DEANS HIGHWAY OoA IAo .txlE 212 y!«'4 SITE G IT IS A 41DLA1ION OF LAW FO PE R ANY RSON, CK ROY HILL, CT 06007 team LOCATION UNLESS lover ARE ACTW.UNDER TAE VAEc110N d�U f OF A LICENSED PROFESSIONAL ENGINEER. g CONTACT MONA CARBIOla Sf �i SGtf TO ALTER THIS DOCUMENT. PHONE (585) 262-4M Pyes 4P � oo �� JTE Ilk G01 Sf Springfield St Rt 147 MA57188 DRIVING DIRECTIONS o _ WEST N"AM FI Lp FROM 1-91 NORTH: 3 3 917E ADDS FOLLOW 1-91 NORTH TO EXIT 3. TAKE MA-57 WEST TO {°�e�G o o 1 $8 MAPLE STREET MA-159 / MAIN STREET. FOLLOW TO MA--147 J J G° V) v 3 AGAWAM, MA EI SPRINGFIELD STREET. TURN RIGHT ON MAPLE STREET. a �: 4�4�1 ti SITE WILL BE ON THE LEFT JUST PAST ORCHARD STREET. 3 �6A � o° °r cvl HAMPDEN COUNTY PROJECT DESCRIPTION `s "r �a 5� �, a DO NOT SCALE DRAWINGS d°\\ Q��/ CONTRACTOR SITES[ SHALLALL �IMMEDIATELYY ALL SNOTIFY THE ENCANEEING R fN WRITING�TIONS OF ANY s TEI ECOMIAUNtCAT10N5THIS PROJEC7 ADDS T EQUIPMENT TO AND ASSOCIATED EXl5T1NGED NO SCALE OISCR£PANC1£S BEFORE PROCEEDING V47H THE WORK OR BE RESPONSIBLE FOR SAME TITLE SHEET TRANSMISSION TOWER. TWELVE PANEL ANTENNAS WILL BE MOUNTED 10'-0" ABOVE THE EXISTING TRANSMISSION TOWER MA CALL BEFORE YDU MG AT A HEIGHT OF 85'. THE ANT MALL 9E SUPPORTED o�TOBER o7 Zoo4 'o BY A POLE MOUNT THAT RUNS DOWN GOWN THE CENTER OF THE I^I�� r SAYE BBC, CALL BEFORE YOU M. r NUMBEIt f EXISTING TOWER. AN 11'-6" X 20'-0" EQUIPMENT SHELTER D� T� WILL BE PLACED AT THE BASE OF THE TOWER WITHIN A O e� �j 20•-0" X 3C'-O" FENCED AREA. 1-888-344—�j23�? MAP: 116 BLOCK: 8LOT: 10 BLOCK: 7 ', MAP; 11f ��a s LOT: 4 f, i /:-` BLOCK: 2 . 'PILOT: 26 NEXTu!=2 MAP: 116 MAP: 116 �'�y ' �� r' _e �:,, BLOCK: 7 f LOCK: 7 o APPROX. LOT i �� -- • `, LOT: 3 . '�,: - �T;` ` ,' „' COMMUNICATIONS TRUE I .:;._..;=�I 'MAP: It6 AP: 1t6 r' �' , ••':`. � '' BLOCK: 2 40 HARTWJELL AVENUE ,gizw N Lp � .a r fibfvP ;l1fi.' LOT: 26 LEXINGTON, MA 02421 0000 (�09`?� 1�APr 116 \O C 2 'l ,�:t�'I 1 r r i,;'p r F VG� T �L`OT•K:30 r I''s' 1�;� GENERAL DYNAMICS r'� •. WIRELESS SERY4CES MA �.r; /.4- .T �� 1 i T,� `� \•'� \ + ` `+4° \`� ♦ l�i:�?-,t•,:f4•i !�� /�r Q ,t.. / 97 HA' STREET _ t?`• t `i ` �ti �.,� /P'dC+,S- / NEEpHgM HEIGHTS, MA D2444-2606 8D�9„q. �� r 'l MAC 115 `, 1, r\ `'r LOY 1i�Ir r ♦ .J r `ry O r <07•` �� 1`i' f �". ` BLOCK:I 12 \ S LOT: �."r.` rr (J♦ r`; V�1)5 Y` �.' � j�•,�1t,@���_� i y� r �i� $y ti� ;It ?I ` � /� f• ''/'j ILMAP; 6 MAP: 116 �' °� r j_ _?- ,i'• t+, si I BLOCKJ' � 0 97A �s n:s 4'k}T•. , t•, s1 I r fBLOCK' 2 I ! A ` i C � l``♦� »`�^ ,'�' `�♦ t lltl I:tlt I LOT:'X1 ' •., J 'ti < ��'� - 1 . 400'RAD/CIS FRDM LOT: 37 �,. ►( \ ` ` \` { ` \ ,'� I I I ! IIIf ! ..,. Q 7r ` y C k�� ` +_ r r r r r r ;, �r r..i; I A;. < ��y�. DRAMNG COPYRIGHTNPROPERTY L/ ES C 2004 / , ' ��x..• --�----._" ---T K N� firii .`,� ,�:. .rrr.r :,;iF;;er � rh�rr� '1' ��•`v, •�%��� ` t , _ 11 Y ,'y �•. 1 ^7 C D H. A B LIR ,' s � - �, �� i r}?r: ,.Vic,.;.�.•;'`� _ .�;` -r��-r l� UG M R C Pr,l{gp4c� ���A �' �� &A9SDCIATESLLP v�� BLOCK: 2 MAP: I1¢ ( V LOT: 3y j 7 .'..' _ L6T: ,45.' 1 tittrr7r / < BLOCK 2 i ' BLOCK-. -2 � 7 q,�8 SLAS flf wNf HIGHwwv flOCKY HIL.CT-0-1 1 ; tr 'rY MAP: 116 �AAP:� 4`46 LOT: 6 LOT: 36/-_�". QC�( 2 ` , ♦k�`I-1 *`'` _ - --` f r ,til ;f `. r LOCK 18 ra tl � rr \ `���i ; r 13_ .♦ `, LOT-• 9 ` � u.. rNa.rrcT He: r r , tii 4^ ,•� .r `�. 4 . .G�' �_ r, ={; MAP Ilb C /� t r EO 124W- tfllb- 7eDi BLOCK: N/1" r o` ` } ''�lr► r i 750 �'.,•r >�� iw O LOT: 4 ��' V ' ��yy•`�,' ,r Ck r r I OL,QCk( 12 r L +, Y` t S 4 E`r rr MAP rd}r$': - `� i MAP: 116 1 `"L `l l ♦ '\ f7� \ ! `^�♦ �. ! 8 No SUBMITTAL LO7� ♦, �.� ;, ;;; \ J�LG? •,?r--. r, ` r ` + r 9' ( 4,° ♦` 9LOClC: iB o ae11i/o. cswEn FOR�w r < ; L ` `� � it"•--�� .-' �' ` LOT: 11 er. aru cnK:val_ uro:,IPs E. OCK: 2 `, '� r I+ i tY�� B, E t f`J ' .rr MAP; I16 „ f'j s / rr ( 6 ,o/osJo4 sOEo FOR rONn+G A r f.\,CQT: #4 ,f iI M R: .,r. ` BLOCK; 2 . - � �� MAP: 176PAL c>K:PAL APP'o:LPs t �r I Bk K'F ___.: ;�=. . ! MAP: I16`.1 LOT: 3 fS /�P 116 f� Qu, BLOCK: 18 i�LOCKl16 r F t f fy� BLOCK: 2 � D��K: 17/ MAP: 11 fj `��'�, LOT: 12 LOT: 3 r �' , r' MAP: 61 `, `� `.�';1 ,irirrr;��/( - it r ` LOT: 2 LOT: 7 BLOCK �7`�J T' ., f. '•`,\,,.,,,{{ , ♦ ��`:\ir r'' r r r• �� �T •r,— -r l •-1 /MAP; 11fi , /` ,'• tr `. /.. 1...f i ,' TO'sg• a! % ww r ' MAP: 11ki BLOCK: 1 '7 <, `• _.��• ti. . 7c D ` , .` BLOCK: 17 F' Mr?k 11ti' r ' N mot, I MAP: 116 LOT: 2 r`QD �\�. // LOCkN'2 \`, ' <> cF` t,�47 ` it �j`� BLOCK: 17 f `) � LOT: 2 / M - 17 / a`. �[ x ` ` ` C�+ - LOT: 6 `1 (tIQFAt�� AO, r A \ i MAP:BLOCK, T f ` �� f LOT;; 1`, // L r.r♦.�ti^. / --- o PETER A. MAP: 115 �"�1 S +r \ p�, r�` r' ^` r 13LOCK:11 7 NIC, UE BLOCK: 4 a1P ( ` 3 ♦ C'ry ." \� LOT: 3 LOT: 23 \ M,A`P- 111� jdT MAP: 115 .%�'��'.• ? � BLOT:1� / BLOCK: 4` q� nr . 7i' S r T LOT: 2_' / r: laj ,�ih�(p MAP: 115 AL 0� •� ` r' * PA;•r BLOCK: 7 LOT: 1 r 0~pr.MAP`.,17 5\'^. t� ��0�• ~� r f r.. �•'L !."�\ ♦♦ Y BLOCK--4% ` O p1r114A 175 i MAP: 115 ` Lry�T: 79 \ -. -B :\5 1 \ r 5 N VCLAl10N OF LA*FOR ANY Pf R50N, BLOCK: 4 C f r lS " UNLESS THEY ARE ACTING UNBER THE OIRECTON f , MAP,: 11 LL14�'r ,' +� �^ `r r MAP: 175 LOT: 9 rr �. $LO \ of A LICENSED PROFESSIONAL tresSBacuME,E,GINCER, ' \ BLOCK: 7 NOTE: . 415 LOT: 18r ` ,SST � LOT: 2 CONTOURS SHOWN ARE /E4AP LOCK: 4 ✓ �T`�' rr ��// Q�Y `� I \ AT 2' INTERVALS. LOT: 10 / � � MA5718B �,, MAP: i15 �, ,., o Loco770N of ~� 1�,,►IL MAP: 115 v/ BL K 4 r r `7 ; NEXTEI S FENCED BLOCK; 4 r ; ' T: g �_ WEST SPRINGFIELD ED(1/PMENT SHELI LOT: 11 FR MAP: 115 f/ f { }r ,�^`, � 3i7E AiNI�S� BLOCK; AGAWAM, f2A r 1 �Z rkILOCKkp r7�' f ,',' r�' 168 MAPLE SM STREET \``�. LOT. /MAP: Dl O01 l7 4 f r �/ BLOCK: 4 r HAMPOEN COUNTY elrr ExISTING POWER /' TRANSMISSION MAP: 115 TOWER, ST48031r Be�ee�ES 1 400 RADI S VICINITY MAP eLacK: 7 o V r 44C1' RADIUS s 1- LOT BOUINDARIIES OBTAINED FROM TAX MAPS LOT: 5 \'�'p� r MAP: 115 VICINITY MAP PROVIDEp BY THE TOWN OF AGAWAM ASSESSOR'S GRAPHIC SCALE �4!�p BLOCK: 7 OFFICE. 160 D 8D 160 MAP: 115 LOT: 5 SWEET Mimim BLOCK: 7 2. CONTOURS AND BUILDINGS OBTAINED FROM LOT: 9 PLANS PROVIDED BY THE TOWN OF AGAWAM ENGINEERING DEPARTMENT. 7 4 o i w Fm APPROX. SLTE WORK QFNERAL_NOTES: TRUE \ \ 1. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWING AND AS STIPULATED HEREIN. ` `� WP1LDX N \ 2. RUSSISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED N � `� PACs• FROM THE SITE AND DISPOSED OF LEGALLY. 3. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE PC5 COMMUNICATIONS NEXTEL 6-0" \ EQUIPMENT AND TOWER AREAS. EEN \ 40 HARTWELL AVENUE HIGH EVERGR TREE SCREENING \ 0 4. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN LEXINGTON, MA 02421 RoA MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. FRr } S. THE SUBGRACIE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION- NEXTEL /2 \ GENEF2AL DYNAMICS EXISTING POWER { S. ALL EXISTING, ACTIVE SEWER, WATER, CAS, ELECTRIC, AND OTHER UTILITIES WHERE 1BRELESS SERVICES TRANSMISSION CPS ANTENNASEE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, AND WHERE 77 "A" STREET TOWER �, MouNTEO Ta REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATE L7 AS NEEDHAM HEIGHTS, MA 02494-2808 EOUIPMENT SHEL 7E DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. CONTRACTOR SHALL, PROVIDE SAFETY TRAINING FOR THE WORKING CREW, [�� "• ' / .•' � _'. NEX7FL 11=6.X 20' RZO4 \ 7. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH a / _ EQl!/PMENTSHEL 1FR INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, NEX7FL B=0� 4� i PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE HIGH FENCE W/ �� �/ oy ON 6 CONCRETE PIERS EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF ENGINEERING. �A NO BARBED WRE ` \ 8, THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY DR,WNG Ga WWAT ' THE BUILDING OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, FERTILIZED, ® z 04 5—D X 70=0 NEX7FL GRADE FENCED GENERATOR PAD SEEDED, AND COVERED WITH MULCH. CLOUGH. HAgISOUFi ` &ASSOCIATES LLP AREA 70 9. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. cnrw�.�Yr,Ts MATCH EXISTING NEXIFL 12-O" WIDE CRATE ~ EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL, BE IN s 2139 81LAi OfANf n16KwA�-ROCKY HI4.CY�R9009 FLAT GRADE CONFORMANCE WITH STATE OF MASSACHUSETTS GUIDELINES FOR EROSION AND SEDIMENT NEXTEL 12-O" X 20'—O~ CONTROL AND COORDINATED WITH THE TOWN/COUNTY CODE ENFORCEMENT OFFICE. CHA PROJECT NO GRAVEL PARKING AND 10, CONTRACTOR IS TO SUPPLY COMBINATION LOCKS (PER GENERAL DYNAMICS / NEXTEL 1""— 1016 — 16M \ 7ZIRN AROUND AREA SPECIFICATIONS) EXISTING POWER TRANSMISSION BASEMAP NOTES ND. SUBMITTAL TOWER, ST48031 1. BASEMAP INFORMATION OBTAINED FROM A DECEMBER 08, 2003 SITE VISIT PERFORMED BY SURVEY.CLOUGH. HARBOUR & ASSOCIATES LLP, AND DOES NOT REPRESENT AN ACTUAL FIELD D e a P FOR REVRIr ay =0 nrD PAL r.K:. ssuso mR zONIncP D JPS WIDE ACCESS do U77LITY EASEMENT ''� / I BY: PAL CHC PAL APP'D:JPS \�� 70 PUBLIC R.O W. / oy NEX7EL 12"O' NEXTEL 1 �W7D£ GRAVEL ICE SRIDGE t ACCESS DRlW zD3 (18-& L.F \. T1 �� LN1314—/ \� \ � i \ ACCESS ORI W TO o Q � `4'•. s'a• �t10F 111q �\Ilk . MATCH GRADE AT ry �•�� /� EXIS77NG ROAD, PETER A LN12-M ' LNEX7EL 20' X 35' �` PRO14DE CURQ s / ` �F MoTY E Nvan POLE MOUNT * 'r FENCED �'\� CUT IF REQUIRED `s• \ .., DAWN CENTER pOF TOWER (POLE fY EQUIPMENT AREA ���� / \ F-OUNDA 770M DESIGNED Sr FWT EFER TO NEX7EL UNDERGROUNDORAL POLL' & FOUNDARTION EXISTING UTILITY POHER & T EL CO ROU77NO �\ \ \ `O FRQA( U77LITY POLE \ ` 1NFORMA774N} POLE #WMECO 35-1 \ / \\•\, 6� )T IS A vol-MION DT LAW FOR ANY PERSON. M \ WNECD 160-21 \� ^] UNLESS THEY ARE ACTING UNDER THE DIRECTION / Q* OF A LICENSED PROFESSIONAL ENI TO ALTER THIS DOCUMENT_ GRADE ACCESS ORI LF \<iy� z03 rO FOLLOW EXISANG % i \ a STE ID: FLAT GRADE / t o MA571 BB ` N07F• ; ` s ;f`�\ ` a AME NO CLEARING OF EXISTING UTILITY e ' SM trIN EA75771VG VEGETATION POLE I NE7&T 22 col 'I ��:` \�\ WEST SPDREft REOUIREQ WMECO 160-21 LD 41 168 917E ADDRE99 / / MAPLE STREET AGAWAM, MA \ 1 S{TE 01001 PLA ' 1 ` HAMPDEN COUNTY m GRAPHIC SCALE r` 's i SHM 7M ao 0 1n zo z ENLARGED LAY P A�1 SITE PLAN & GENERAL NOTES GRAPHIC SCALE Q1 FgLT 10 0 5 10 SHEET NUMBER k Z02 TO FELT CENTERLINE OF Htl ANTENNAS A r 102.6 f AGL zos NE)r-!. (72 ANTENNAS TOTAL) o COMMUNICATIONS APPROX. 40 HARTWELL AVENUE TRUE LEXINGTON. MA 02421 ti... ........... . . PIP IN SECTOR A Ld AZ - 0' CSF-NrRAL DYNAMICS VARELESS SERVICES LJ 77 'A" STREET z NEWEL PANEL it 1 4•-O* TYP- NEEDHAM HEIGHTS. MA 02494-2305 ANTENNAS 0 P (12 TOTAL)05 co it< K +1 FAH CD 1= i II DRAMNC;COPYRIGHT Q z004 CLOUGH, HAAMOUA &ASSOCIATES LLP I PE�E x II Xi STING TREE LINE C.A PROJECT NO: 1010 - lem co SECTOR B No, AZ 120' MOV SECTOR 1/04 fswco rot Rfww to -----NFX7EL POLE NT DOWV c 0 Fy; E CENTER or romER (POLE AZ 240* _..By; PAL CRK PAL APP'D JPS K ID / Cc FOUNDATION DESIGNED BY BY-./as()4 PAL CHKIISSUED FOR ZONING PAL APP'D,ips FWT REFER TO 7HE"IR 1 D/D7/04 RE-ISSUED FOR ZONING; C:) DESIGN FOR POLE & BY. PAL _CHK-PAL Appla:JPS 0- FOUNDA 776VV INFORMA 170N) in X __--EXISTING POWER Ld TRANSMISSION TOWER, ST415031 2 ANTENNA CON FIG USATION NO SCALE OF ICE BRIDOF PETER UE :H Ncx7EZ (2) GPS L .43169 ANTENNAS M04WEV TO Eouipwwr swn m? Rzorl 12' STANDARD OR PER StTF PLAN NEX7EL 6'-0' HIGH r-NEX7Et I1-6'X 20' 1.2.3.4 EVERGREEN TREE EQUIPMENT-WEL TER IT IS A MOLATION Or LAw FOR ANY PERSON, SCREENING 04 6" COMPACTED UNLESS THEY ARE ACTING UNDER THE DIRECTION CVV 8 CONCRETE PIERS RZ()4 GRAVEL Of A LICENSED PROFESSIONAL ENGINEER. ........... 1/4-/FT, TYP. E fo ALTER THIS DOCUMENT EVE 20'X J5' SLOPE VARIES LOPE VARIES EVS)NG FLAT GROUND r7- sm 0 V pE MA571813 IrIFENC PROFILE TO REMAIN STE , A PPROMMA TEL Y A T EQUIPMENT AREA NAME EXISTING GRADE /A( WEST SPRINGFIELD ALL DIRECTIONS 1-��)02;2 8�-O' STE ADDRM THE EXISTING � T ORDINARY BORROW 168 MAPLE STREET AROUND )VI W/ TOWER AND PROPOSED NO BARBED WRE BACKFILL AGAWAM, MA EQUIPMENT SHELTER 01001 HAMPDEN COUNTY -GROUND LEVEL I ACCESS ROAD QRQSS SECTION SHEET'nnE NO SCALE ELEVATION EAST ELEVATION R & DETAILS FOR REVIEW PURPOSES ONLY: GRAPHIC SCALE NORTHEAST UTILITIES IS CURRENTLY ANALYZING THE 12 0 6 12 SHEET NU EXISTING TOWER TO INCLUDE THE PROPOSED EQUIPMENT, THESE DRAWINGS ARE FOR REVIEW PURPOSES ONLY AND SHOULD NOT BE USED FOR CONSTRUCTION UNLESS THE z AN 0 ALYSIS REPORT IS OBTAINED AND REVIEWED. EXPOSED AGGREGATE P5 ANTENNA XPOSED AGGREGATE g ANTENNA S ANTENNA GPS ANTENNA SAND TEXTURE PAINTED COCOA PAINTED COCOA M 00 FINISH NBC1 =� COMMUNICATIONS 40 HARTWELL AVENUE SAND TEXTURE LEXINGTON, MA 02421 FINISH GENERAL QYNAMICS WIRELESS SERVICES 77 'A" STREET 0 0 3 TON AC UNIT 3 TON AC UNIT— 3 TON AC UNIT NEEDHAM HEIGHTS, MA 02494-2808 E=o �A GRAM0=OPYR"T m � GENERATOR PLUG CLOUGH, HARBOUR S ABSOCIATES LLP . - - C PFC3irEC'r5 , a fYiAb OCANE HlcHwnr-kocxr Iai�r_,�T-Otl06) CHA PROJECT MO. SAND TEXTURE SAND TEXTURE 1280+_ 1010 _ 16M TIE—DOWN PLATE UNIVERSAL LIFTING FINISH FINISH (TYP. 4 PLACES) AND TIE—SOWN LOCATIONS 2-1 T ELEVATION 'TTAL NORTH NATION 0121 K` CSKFPAL°fl R�APPD.BPS 10 OB/0� ISSUED FOR ZONING GRAPHIC SCALE a GRAPHIC SCALE2 4 BY: PAL CHK:PAL APP'D:UPS 4 0 2 4 IN PEEP IN rear GPS ANTENIN WAVEGUIDE GPS ANTEN14 EXPOSED AGGREGATE S ANTENNA SAND TEXTURE ENTRY PORT EXPOSED AGGREGATE GPS ANTENNA PAINTED COCOA �� FINISH GROUND BAR PAINTED COCOA OF SAND TEXTUREPEM A. FINISH IIACTY E�a r�a • 3 TON AC UNIT LIGHTRI� INAL o E� 2" ENTRY ELBOW 3070 o STEEL DOOR-------- IT IT IS A VIOLATION OF LAW FOR ANY PERSON. - C ON o C R UNLESS AF LCENSED PROFESSIONAL T.ENGINEER. N GENERATOR 10 ALT{R iH15 DOCUMENT. LOCK & PLUG DECAL ENERATOR PLUG LOCK GUARD----- 9TEID: MA5718B -----GENERATOR PLUG SITE NAVE: WEST SPR1NGFIELD SI11E ADDRESS: 168 MAPLE STREET SAND TEXTURE AGAWAM, MA UNIVERSAL LIFTING SAND TEXTURE FINISH 01001 TIE—DOWN PLATE AND TIE—DOWN FINISH HAMPDEN COUNTY (TYP. 4 PLACES) TELCO GND EXIT TELCO ENTRY LOCATIONS 4 EA T ELEVATION P.F — SHEET TIRE s 3 SOUEVON GRAPHIC SCALE EXTERIOR p ° x ' SHELTER ELEVATIONS GRAPHIC SCALE i 4 0 2 4 SHEET NUMBER i IN FEET 4 �-� IN FEET Z 0 4 NEG 1 j 1 I ANTENNASE STATION TIMING COMMUNIC TIONS 1 •* ! 806-896 MHz 1 40 HARTWELL AVENUE D8844fi90E-XY870-960 MHz LEXINGTON, WA 02421 L 12 dBd.Log Periodic Antenna i s08 89s,P7(1-960 MHz dB birectorF4 Radiall/Lorsen's 00015 is a high gain GPS antenna for base station ■_�T ` applications.It can he used to capture the time slumps off Global Ptsitioni 5alellit6s,and a` n9 designed to provide long term durability fa ��' rt�s�t�` � # q � �' „e'•t GENERAL DYNAMICS �F t cellular,PtS,SMR and other auldoor sine applications, Spacial filtering MtRELE55$ERNCE5 provides Superior oul of band re erll6n, 77"A'STREET r T - NEE0HAM EIGHTS:H MA 02494 2806 } v, .. •.h,, . sus ° is bs ° 30 ' Mounting Hardware for 1"pipe. �1 r( Iaa so- use M +Lgr1-.r15LrJ M.` x"�,^ .rv.. ,, .' , - FH� EREGUENCY IS15-41±1023MHz c Al ]7r 90 era 9e - VSWR Ws*40. m 2I1w POLARIZATION R.HCp ' UGH= HARBOUR i2a . . AS IATES LL€ 244 21a PEDANCE 5t NOISE f[GURE x�; 1NA GW 37 x 2 OxANt 1 ­ via ,ar. f 1f 6 11a 1aa 270 ,•A l u� aa.�s er° 181 2.0 di fAax - � sPa xx zsr—err Hpf�zonta1860 MHz Horizontal 940 MHz VOLTAGE(DCI 4.15 V W4 PROJECT 18 urn-- r: 12e0 erne 01 3i zrs 270 CURRENT mA c 240 Jsa NO SuaMITTAL 1HGN 326(vAbredtid) ns/27 as Els I TOR RE I AP wEw + e /8 s i HET.... 5'fwidl lILtat{ef.... .. P'a:JPS t J4 amet�(mllenrto),5 3X length PAL cMlc:ani INIQTH 41 APPro:rPs „w Jo Viahradcat,3'width of bracket 32 GO +s e. OPERATING TEMP -no C-+09[ Elevation(VerllCal)580 MHz NO MHz Elevation eAical � ) Frequency(MHx): ao6�re aio-s16o iyveinM� to car,(s.4 Iwt ���H OF��gcti Polarization: veracal Vertical I 48 X 6.5 X a in Dimenalons(LxW1c1D), (121e 7r 165 X 2a3 rnm] t� G Gain(dBdidsl): 12i}4.1 12,41145 - PETER A• �p !Max.NW n se d Arse:: 1.4 re(8.13 m•) Azimuth 81M: �• i Max. ind LOAd(@ 1 aamph): 6816f(258 N) �(3u W —4 . Elevation BW: IF15' (Max. U r7J Beam Tilt: a' 0' Wind Speed: 425 mph(201 kTrvh) 1. A USLS'(dB): >15 -16 Radiatoro rial: Press ecilat Malarial: Front to-Back Ratlo•(dB): 40 4ae� rial: Pala luminum VSWR: 1.33:1 1.4:1 i Radom Diaiarlal: AaS,UV Rosietant I impadayme: 50 EYrlma 50 Rhrna ?tAollndny Hardware Mete7htt: Gatranlzw Skae1 A` Max Input Power: 50a Walt $00waft �CLmrt♦cwlype: 7116 61N-Female ur Lightning Pirolection: DC Gmund DC Ground lam•Conftectore: IN-Female Opt Electrical rft Flied 0%6',8':1 1%13' Fixed 01,6',8',1.13' 1 Color: Light Gray Standard Mounting Hardware: D83e0 Pipe Mmn,Kin 17 IS A VIOLATION OF LAW FOR ANY PERSON, I Dpwntltt Mounting Hardware: DB5083 UNLESS THEY ARE ACTING MNOEN THE OIRECTiON OF A LICENSED PROFESSIONAL ENGINEER. 8635 Stemmcros Freeway Dallas:Texas USA 75247.37at xr O ALTER THIS DOCUMENT. D*OWFt.Watth Area TN',214.B31.031a Fax 214.971 4106 yStN's •Typlcat Values Tea Free Ter:ww.d.676 534 :� Warranty Fins 80a229 i7ae Date:7125102 SIX 0. M A57189 SM NAVE: WEST SPRINGFIELD 361,AtE(LARSEH AHifHHA iOY NA NEXTEL SITE ADORE9S Tit: NE I12d 6rrar roll-oaL wA 9868E 16$ MAPLE STREET WW*.fa.I68 361E Istuwllsnsl:3EQ-4rl-75S1 AGAWAM MA Wtrs.reildYot,es.tut salaliIdsQndtdHanas.uw 7 rgxsom�.ilOSm 01001 p HAMPDEN COUNTY m SHM7 trn.E ANTENNA SPECfFlCAT10NS NEL ANTENNA SPECIFICATIONS 2 GP 5P CATIONSSHET NU,, Z05 NOU 1 J 1 #O. "I 11 STATIONSE ANTENNA UDI COMMUNICATIONS .. .. :1 . DB8441f90E-XY n 40 HARTWELL AVENUL LEXINGTON. MA 02421 12 dBd,Log Periat c Antenna Des 8W896,870-460 MHz dO Director® Rodia!Vlarsen's GPS001 S is o high goin GPS alitenno for base station applications.It(on be used to capture the We stamps off Global s Positioning SatDllites,and is designed is provide long term darabiliry,for rttaztmuthiolloff i52dtQi>ialLtpG@IC ' s GENERAL_ DYNAMICS t3 � tellt�gl P{5yR and clher ontdoat site eppRColioru Special ttltaring S-Al 0E F1'aTtit4$3Ck R 3t14 }' -�, - s "' - w N1Rf1E55 SERVSCES ip� tI-.YBCOXd,1n�(h tflAtf d$��t�, ttia 3.�c.-r ' -•« ` s, r ti + praVHfCS svper(al ODI Of band rejCtriOn. n `A•STREET vt�tifd loa (v e3s "ry _ Sys k Ian}r��r�a }� �-rr,1 I y/�•+.;r.r ,.,t w n NfEOHAM HE4Gt5T5, NA t32a34-2896 I .i 'Y •Pl a d' M Iy Y�Si<A.1QS W �IF1�rEi#� i - , x,,�'irw _ _ :. =- -, .. •,!' k*�t�_,«��F'-.,ti,,� . ,�, 't�I., ,� � ,-" IN{1.'UpES n ti. alto au 3:0 30 Mounting hardware for 1"pipe. 30o a+ 3a #a. Z�1HD>fS '�JilPttflEli _: €REOVEN(Y 1515.42± 27u so 2Tnsc "� S than 01 "'.•'' '.''. 2aae vswR (e� Pt)13aR4ZAT14R R.H.C.P CLOUGH. HARSOUP 23a txa 740 a IMPEDANCE 5oS26ASSDCIA75 L.Lp ,WAGAIN 31 i 2 S71a ,f0210 A�,L. - - -p - -_,+".a,r - acKr..�• 35_aa3 M 1a9 NOISE FIGURE 2.0 do Max C— PRC.J£CT Nr ) Honznrltal 860 MHz VOLTAGE Pill 4.15 V Horizontal J40 MHz ;Y^� -•- -- •' ', 72804- 7018- 18D1 CURRENT 350 Rw saa 7b Sao '- g'. 2/ a3a 73 a]O � '%- C r - _ .. �•- - _ 1 - " NO. SU@MII rhL r:. WE!&Ni 32 as(triRt brarketJ ) ' Ila `k 09/?3/01 c55UEa FaR REY!Ex •�:, ..-..... + BY: ?1� C•tx.PAI APP•P.-JPS WIDTH 41/4"diameter(anlennaJ,5 3/4"length of Y: PA a ,SSUEo FOR jONIN ,aa a ,an o RON S (WA br6(kei? II tar: AAE GNN•Pq: bracket,3"width of bracket ISO 's0 1SA 70 .. ... —— ,�. -- '° '0 OPEJUTING TEMP -30'C-1-00,C Elevatim(Ver mW)8E4 MHz Eievatlon(Venc�al)940 MHz STORAGE TEMP. 4Q'{-+90'{ e� .>�p�'y"y`''"z�. " •s r`T•_ r"paq�yu��yj.�K, „• ,u•^''' ZAOF i �4.� rFA ,. i T." d «yu.-...t �J�� ��ki'"d11.� ?.� i.,� ,"�}„w'r,6ar,_fi��' Frequency(MHz). 806899 &7a a5a Weight: 14 ihs(6+k91 _ Polarization: Vtstical lterarai i48 X 6.5 X a in f J sc Gain(dRd/dEIi): 12041.1 i2A1145 'Dimenaians(L3rWxp): PETER A- (1213 X 165 X 203 Mtn) AYimuth 13Vt: W gD• Max.Wtnd Area: 1.4 rr=(0-13 ml) Elevation BW' iS' #5- '•Max.VYlnd Load[ter 70amphp 5816f(258 N) Q U GU Beam Tilt- 0• 0• -Max.Wind Speed: 125 mph(201 krnR,) --'-- U .� USLS"(M): 515 ,5 Radiator Materiat; Brass - ReftectorMaterial: Pass Alwninurd Front-to-Back Ratio"[dB): 40 40 VSWR: 1 331 1.4.1 Radome Material: ABS,UV Resistant Impedance- 50 4hms 50 Ohms 'Mounting Hardware,Material: Gaivaairad Sioel s`S'��Fi1Al Mast input Power: SOD watts Soo wafts Connector Type_ 1116 DIN-Ferwale(Bach) Lightning Protection: M Ground DG Cxtxrnd .Art Connectors: N-Femete Opt Electrical Tilt: Fixed o",G1,81.11•,13' Fixed 9',6•.B•,i V°13' 'Color. L ght Gray 5tar%Awd 14ounting lHardwar9: DS36u Pipe Mount 0 iT 15 A VOLATION n. LAW 7014 ANY FER';TIN. y Downtl€tMnunliagHardware: 0B5083 UNiess THEY ARE AC-INr.UNDER 114E oiaEEIKIN N Or p.ICEN 5Eu HiCFESSiONA1 -N rV'lE, �( 8635 Storr rwns Freeway Dallas.Texas U-SA r5247.3701 TO pL1hN TN15 UI}f.IJMENT Datlas/FLWorLh Area Tot,2i4.e31.0310 FaA 214.631 4706 TyIscal Vslues TtJ{1 Frrx Tat 1,s90.878.534�Far;:1 800-229,4706 Dale 712 102 Years Dale 772=>r02 www.rieGbelpr(duUs-coca � i 511E ID: MA57188 SM MAME., WEST SPRINGFIELD AADWI%LWRI A,4T W TE(NIIOIGG ES }yl I RE I ITIh A.reae Yonravrel WA S&6&7 ` SITE ADDRESS: a� _ ,at too ire-tat; )Ea-144 7551 138 MAPLE STR NEX EET -L AGAWAM, MA www.radialSarsen.ram a moll inl+0tadialllarsar-tom P%MX14905co 01001 HAMPDEN COUNTY 3 S, SHEET TITLE ANTENNA SPECIFICATIONS PANEL ANTENNA SPECIFICATIONS C Q PS SPLCIFiCAT10N5_ SHEET NUwUER Z05