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HomeMy WebLinkAboutBuilding Permit #221-2012 - 125 FLAGSHIP DRIVE 9/15/2011 11i�' i i �, rnR tet � ,)t, • t:�til: • , !, �_: t t , ' ,Iter ' It, it .7t{t'� /L•�i � � l.'1 Iry to' r • ww � .'.�.t.w� r • w •i S ?wM 41 ■ - - I • r t.: i • •!•.;�� io ..,• l,G,;:::i(';El �1 �'4•:':• -Yf�A3:• ^I;;i.1�1:'_�...,__ l_., t s. _S^It�: 1^%•:`y�y=.:: f Fit. .—..5;:_,�• —J_i;.�+.�.�.._.�F ':Yc:'.�-`-. i t. - 1 ti }4t` ({O-F 1 ;.'li • �* rt c! � n.. "I r �/ 1 I t.'t - 11 'y' 1'+.1 1'! 1 ( R 7�, 71 I _ .�1 • I.J KIN lot MJIM I t f "r «♦ {r r ..r .1 u ! 1 t ij ITT, TAP ;' ! r! !7 r ��yyeXf �, �� ,��,� ,s riy'• • f r r � `i♦ Fir'- • �r ,�fi,' ;.L# :�. = q3 ', ♦ - { G� f�= /:..+.+':t.�5a"3.:�: x� s ,:� �lF , .+•t �: ti :,! a�i��� _�2•�:s��� TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received Date Issued: i IMPORTANT:Applicant must complete all items on this page LOCATION Print PROPERTY OWNER Print MAP NO: PARCEL: ZONING DISTRICT: Historic District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT ,: PROPOSED USE Residential Non- Residential ❑ One famil ❑ New Building y � ❑Two or more farriil [I Industrial El Addition y [I Alteration No. of units: [ICommercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other - � Flood,lain ' ® Wetlands : ®atershed Dstri t Aptic z0,Welly - i f❑ P ,t DESCRIPTION OF WORK TO BE PERFORMED: (Identification Please Type or Print Clearly) OWNER: Name: Phone: Address: CONTRACTOR Name: Phone: 1 Address: Supervisor's Construction License: Exp. Date: Home Improvement License: Exp. Date: ARCH ITECT/ENGINEERPhone: Address: Reg. No. FEE SCHEDULE.BULDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ FEE: $ Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund �.,_ � `--�-•�����'`'""-- Signature ofkc nt actor=���$,� ''� " LSignature,of,;Agent%®,wner��� �. � - Location 4 � No. �2 / 2 alz Date t i �aRTM TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ r Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # �L 5' F //Y 2456 6 Building Inspector. Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED / PLANNING & DEVELOPMENT El 7 l COMMENTS CONSERVATION Reviewed on Signature f COMMENTS /Im�=2 VU 1 HEALTH Reviewed on Signature COMMENTS ..Q Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board*Decision: Comments Conservation Decision: Comments r Water& Sewer Connection/Signature& Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT - Temp Dumpster on site y no Located at 124 Main Street I Fire Department signature/date COMMENTS \ 1 Dimension �I Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. i.: y ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No j DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine i NOTES and DATA— For department use I I I LI Notified for pickup - Date Doc:.Building Permit Revised 2008mi i Building Department following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ® Building Permit Application j ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract o Floor Plan Or Proposed Interior Work ❑ Engineering Affidavits for Engineered products MOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit o Photo Copy of H.I.C. And C.S.L. Licenses o Copy Of Contract LiFloor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And i ' Hydraulic Calculations (If Applicable) j o Mass check Energy Compliance Report (If Applicable) o Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) o Building Permit Application o Certified Proposed Plot Plan o Photo of H.I.C. And C.S.L. Licenses o Workers Comp Affidavit o Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) o Copy of Contract o Mass check Energy Compliance Report 1 o Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg .Permit� In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording . must be submitted with the building application { Doc: Doc.Building Permit Revised 2008mi Location Date '9A-111 NOR7q TOWN OF NORTH ANDOVER O'�a.ae :• :�•O F R # 9 > Certificate of Occupancy $ • i ,+ � s.CHU S Building/Frame Permit Fee $ /d Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check # — — p 24586 BuildingIns ector { j0RTH To! VM Of Andover „ 0 RM• K u'N No. LAK o , dover, Mass., .•��� IwyO COC KIC EwICK 1 t AERATE D P'P�t"Oy S ` BOARD OF HEALTH Food/Kitchen Septic System PERMIT T %j D � � ) BUILDING INSPECTOR THIS CERTIFIESTHAT...............1N. .....,I�,SS®. :!.�F .................... Foundation has permission to erect......................................... buildings on . , .............................................. Rough to be occupied as 'mss: . ..../...! ... / x:. �v'c.'r-:..1`''�a, ¢,a4,��...�..................... ' . ..T-�a ... i�,��.� �mney �r . /,�. • provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final. "this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR `VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR. UNLESS CONSTRUCTION S ARTS Rough Service .... .............. BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE.DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner, - Street No. SEE REVERSE SIDE smoke Det. GENERAL BUILDING NOTES/CHECKLIST-NOT LIMITED TO ITEMS BELOW POST ALL LOT NUMBERS,ADDRESS, AND PERMIT(COPY 0K)..or no inspections INSPECTIONS: (Minimum) Excavation , Footing, Foundation, Frame,Insulation, Final. FOOTINGS: Continuous Full 2x4 Keyway Continuous strip footings for interior columns FOUNDATION: Rebar as required f Anchor bolts or straps Damproofing Foundation drain-pipe/stone/fabric filter/cover and outlet connection. FRAME:Fireblock-over girts/plates between floor joist Penetrations for plumbing, heat,elec, etc. Walls at stair stringers. Windbrace corners and center bearing partitions. Size ridge to provide full bearing at rafter cuts. Hip and Valley rafters-watch bearing at walls. Ridge&Hip-Provide proper connections. Cathedral roof rafters provide proper connections and use"Hurricane Clips"tie to plate. Stair stringers-watch cuts and heal support. Joist hangers-fully nailed w/hanger nails. Sill plates 2-2X6(1 PT)w/sill seal. Girls-solid brick or steel plate bearing at foundations %"air space at sides in foundation pockets. Lateral bracing at ends. Certified calculations. required for Beams/LVL's Trusses. q. Solid bearing support for Headers/Beams etc. a , Check headroom clearances-stairways, under beams Attic Access. (min.22x30 w/3'headroom above). Crawl space access. (min. 18x24). Bath exhaust fans to have metal duct to exterior(not in soffit). Firecode S/R wood frame of"0"clearance fireplaces&stoves Window Schedule or Every Habitable Room Must Have: Natural light equal to 8%of floor area. '/2 of required glazing shall be openable. Bedrooms required min. 20x24 egress window or door. Vent attic spaces-"proper vent", soffit and required ridge vents. Firecode under stairs if used for storage FIREPLACES: Separate permit required. Inspections at Footing-Smoke Chamber- Finish Smooth parging, clean joints, 8"solid @ combust. DECKS: Lag to house, provide flashing. Rails min. 36" high, Baluster max space 5"on center. Over 8'above grade, use 6x6 posts w/lateral bracing. Lag all posts and rails. Pier footings down 48", Conc. pad at stair base. FINISH: Handrails returned to wall/newall post. Guardrails required alongside open cellar stairs. Exterior grading complete. Certificate or occupancy required prior to occupying structure. Temporary Stairs required for inspection. Re-inspection fee- $30.00(Be Ready). Certificate of occupancy requimd prior to occupying structure. NORTFI ONM of Andover .. 0 o , over, Mass., — 0 - LAKE COCKICMEWICK V A0R-47ED PP�t-`C S ` BOARD OF HEALTH Food/Kitchen PF= RM �IT T D Septic System i BUILDING INSPECTOR THISCERTIFIES THAT............... .....�..... i �: :?............ ........................................................................................... Foundation has permission to erect............... ..................... buildings on � ...................................... Rough 18 OCCUplBd as �.�/..�....�. n..... !!r'� �:. i!°, i:l ..(...!Ejr.N4'�QC� �........(!'�:":........... `�' .,f. -� ��;...... �%^�J iimney -jvidod that the person accepting this permit shall in every respect conform to the terms of the application on file in Final ,is office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of bildings in the Town of North Andover. PLUMBING INSPECTOR �IOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTIONS ARTS Rough ............ Service ..... . .... . ... .... .. BUILDING INSPECTOR Final Occupancy Permit Required to Ocatpy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do, Not Remove Final No Lathing or Dry Wall To Be Done FIRE-DEPARTMENT- Until Inspected and Approved by the Building Inspector.* Burner - Street No. SEE REVERSE SOD Smoke Det. FORTH ® of _ - oAndover' 0% . f LAKE o , dover, Mass., co C HICMEWICK _�• �®�DR'4PPa .�S TED `, BOARD OF HEALTH 1 PERM, IT T D Food/Kitchen Septic System BUILDING INSPECTOR " THIS CERTIFIES THAT............... ..... .......A,S ............................................................................................... Foundation has permission to erect.............:.......................... buildings on ..................../�s�iXr.. ,......✓ ................................... Rough to be occupied asp.�lG..../.. b�... �jf�:. •'isE�..(..:!Gsi.'Vb,�Q&✓..�...:....�,v,.-.. /..�.+t .� �D '��/���� iimney provided that the person accepting this permit shall in eve respect conform to the terms of the application on file in ci P P P � 9 p every P P P Final' this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of �9/� Buildings in-the Town of North Andover. PLUM91NG INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMrr EXPIRES' IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS Rough �� ... .... Service .... ................. ....... � BUILDING INSPECTOR Final Occupancy Permit Required to Ocatpy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do, Not Remove Final No Lathing or Dry Wall To Be Done FIRE-DEPARTMENT, Until Inspected and Approved by the Building Inspector. Burner -' Street No. SEE REVERSE SIDE Smoke Det. � Final Report of Special Inspections Project: 120'r-xtendible to 149'monopole Totiver Location: 125 Flagship Drive, North Andover, A44 Owner: Phoenix Partnership Owner's Address: 110 Washington Avenge, North Haven, CT 06473 Structural Engineer of Record: Simon W Leland, P.L. To the best of my information, knowledge and belief, the Special Inspections required for this project, and itemized in the Statement of Special Inspections submitted for permit, have been performed. Comments: DaVinci Engineering has reviewed the following attached documents: • Site Visit Report 4l dated 1019-11 by Douglas Roberts-AIA • Site Visit Report 42 dated 10-22-11 by Douglas Roberts-AIA • Site Visit Report 43 dated 10-30-11 by Douglas Roberts-AIA • Site Visit Report 44 dated 11-06-11 by Douglas Roberts-AIA • Concrete Compressive Strength Test Report by Terracon dated 11-21-2011 • (5)Site Photos Based on our review of the above listed filed report(also attached copies)we have concluded that the foundation excavation, rebar placement,and concrete has been constructed in accordance with the intent of the original design specifications. Respectfully submitted, Special Inspector of Us O SItM1ON.LANW. G Simon W. Leland! P. ® CIVIL L GIVIL � (Type or print name) " No 4s^<7° IL Signa _ Date Licensed Professional Seal �*Ild3S 10W CASE Form 102 Final Report of Special Inspections ©CASE 2001 i OSID A SIL OR f 1 } 1 1 l s (D 0 t �` 5 / Dt>z 1 8 t y i y� 1 5 1 %/ � 2 TO w LL LL t � O I � I I �` CH�CK D t ti �i i/ �• Tt T 1l , } ��". c,�' ' h9 ; � -- 100' WETLAND BUFFER I I I 1 , � 249T ' + OPOSED fl ARIDA TOWER PARTNERS 12 2 } GRAVEL ACCESS AND UTY EASEMENT TILIZ9 ; 1 , j CT LOCATION 70 BE DETERMIA'ED) r ✓ELAI- IlIS t , } V O THIS D7Ed• IS A VIOL TION n F To THIS DOCUMENT r,s w VIOLATION W EXISTING UTILITY APPLICABLE STATE AND/OR LOCAL LAWS POLE (TYP.) I 1 y I 1 1 y 1 1 4— s DD m PER ,O,Ln ,r 8/24/11. , ADDED STWa -FENCE WU .3/2/1, I f Y' i„ I l PROPOSED 140'FLORIDA �' z REM=PER ooeaEIM BPM iz/a/le ' S TOWER PARTNERSMONOPOLE % z FEYW PEa«a,w»s ON 11/1110I (DESIGN BY 07HEI !/f i NOTE: , rim rad ZON NO DJW 5/30/10 GRASS.AND MULCH ALL DISTURBED AREAS. o ISSAD Pce REvEr Rrn 5/27/10 j / i j ' > l PROPOSED fLO4IDA TOWER 2 EXISTING AVERAGE TREE HEIGHT = t80' s�,� f• D J N � PARTNERS JOt-- 7=0'FENCED D aw: IFR DMe 5 7 0 COMPOUND AND SE AREA %' Z� Designed: M _Date s 7 0 I j i 1 'N i 1 S• Y /,� , // checked: 0-w DMF. 5 7 0 1 PROPOSED T 089E NORTHEAST / Project Number zse osa 12V4'-6" IPAOVT </ I / I i I HN y// / I „• t i S /u a 1 &LEAS£ (TIP.)( ) Project Tile a I t I { NORTH ANDOVER MA1219 125 FLAGSHIP DR Z 9 NORTH ANGovER MA 01645 Prepared Fo, ti. / =Pr 245/ / CrFBs r I } } i} , i PROPOSE/ CHECK DAM DB-9 DB—$ �6 n E I 1 Z6 t245 1 1 Jc� m f 246 , � � I 1 DB11 € <�a f 247' � �= 1 ' DB-7 fR�w 248 / N � I j l 249 / a�l } 1 0 UMl7F5 D aw ng 7CLsn+e / 1 R £ARyVG AS NOTED 2 �J D v 2501 1 1 L ,h� 1B-6 tzano Drawitg Tdle � GRADING BASEMAPPING PREPARED FROM INFORMATION1 GRADING PLAN GRAPHIC SCALE PLAN OBTAINED AT A SITE WALK BY INFINIGY SCALE: 2O' 1 O' ' 20' ENGINEERING ON 04/20/10, INFORMATION a� O 10 Ora.+.:rg Number PROVIDED BY FLORIDA TOWER PARTNERS, AND x x A SURVEY COMPLETED BY VS LAND DATA _ DATED 5/13/10. z _ SCALE (1 ix17): 1» = 20'-0$) Z5 SCALE (22x34): 1" = 10'-0" GRADING 8e EXCAVATING NOTES: GENERAL EROSION & SEDIMENT CONTROL NOTES: vEGErATIVE SCHEDULE 1. ALL EXCAVATIONS ON WHICH CONCRETE 1S TO BE PLACED SHALL BE SUBSTANTIALLY 1- THE SOIL EROSION AND SEDIMENT CONTROL MEASURES AND DETAILS AS SHOWN SPECIES RATE/1000 S.F. DATE cn HORIZONTAL ON UNDISTURBED AND UNFROZEN SOIL AND BE FREE FROM LOOSE HERIN AND STIPULATED WITHIN STATE STANDARDS TALI FESCUE GRASS 1.0 APRIL 1 - OCTOBER 15 C MATERIAL AND EXCESS GROUNDWATER. DEWATERING FOR EXCESS GROUNDWATER SHALL BE FOLLOWED AND INSTALLED IN A MANNER SO AS TO C SHALL BE PROVIDED IF REQUIRED. MINIMIZE SEDIMENT LEAVING THE SITE. - o rn m 2. PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITY, THE SERICEA LESPEDEZA SEED BEARING HAY 140 OCTOBER 1 - MARCH 15 m 9 WITH OVERSEEDING WEEPING LOVEGRASS 0.21 MARCH 15 - MAY 1 rn L 2. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC MATERIAL. IF SOUND LIMITS OF LAND DISTURBANCE SHALL BE CLEARLY AND 0 eC-0 9 SOIL IS NOT REACHED AT THE DESIGNATED EXCAVATION DEPTH, THE ACCURATELY DEMARCATED WITH STAKES, RIBBONS, OR FERTILIZER MIX 0 6 UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE OTHER APPROPRIATE MEANS. +y a)Z r m REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE 3. EROSION CONTROL DEVICES SHALL BE INSTALLED BEFORE GROUND APPLICATION N, #/ACRE PZ OS, #/ACRE K20, #/ACRE N, TOP DRESSING _ Dow- FOUNDATION. EXCAVATION BE FILLED WITH CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION '�• _ CONTROL DEVICES MAY HAVE TO BE ALTERED FROM SHOWN ON THE 1st 60 - 90 120 - 180 120 - 180 50 DD LL o 3. ANY EXCAVATION OVER THE REQUIRED DEPTH SHALL BE FILLED WITH EITHER APPROVED PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE MECHANICALLY COMPACTED GRANULAR MATERIAL OR CONCRETE OF THE SAME DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. IT IS THE 2nd 60 120 120 - QUALITY SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED TO CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR STABILIZE THE BOTTOM OF THE EXCAVATION. STONE, IF USED, SHALL NOT BE USED ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION. NOTE. AS COMPILING CONCRETE THICKNESS. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF - GRASS AND MULCH ALL DISTURBED AREAS CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 4. AFTER COMPLETION OF THE FOUNDATION AND OTHER CONSTRUCTION BELOW GRADE, AND BEFORE BACKFILLING, ALL EXCAVATIONS SHALL BE CLEAN OF 4. THE LOCATION E SOME OF THE EROSION CONTROL DEVICES HYDRAULIC SEEDING EQUIPMENT � � �9 UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, DEBRIS, AND SO FORTH. MAY I PIANS F IF R BE ALTERED FROM THAT SHOWN ON THE DRAINAGE PATTERNS DURING CONSTRUCTION ARE DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. � WHEN HYDRAULIC SEEDING AND FERTILIZING EQUIPMENT !S USED, NO GRADING AND SHAPING E SEEDBED PREPARATION WILL BE REQUIRED. THE FERTILIZER, SEED AND WOOD CELLULOSE FIBER +�,.-'� &� -,� 9. � 5. -USE APPROVED MATERIALS CONSISTING OF EARTH, LOAM, SANDY CLAY, SAND c-r ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE MULCH WILL BE MIXED WITH WATER AND APPLIED IN A SLURRY. ALL SLURRY INGREDIENTS MUST -BE FREE FROM CLODS OR STONES OVER 2-1/2" MAXIMUM DIMENSIONS OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER BE COMBINED TO FORM A HOMOGENEOUS MIXTURE, AND SPREAD UNIFORMLY OVER THE AREA -BE PLACED 1N 6" LAYERS AND COMPACTED TO 95% STANDARD PROCTOR IMMEDIATELY. WITHIN ONE HOUR AFTER MIXTURE IS MADE. STRAW OR HAY MULCH AND ASPHALT EMULSION EXCEPT IN GRASSED/LANDSCAPED AREAS, WHERE 907. STANDARD PROCTOR 5. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES UNTIL WILL BE APPLIED WITH BLOWER-TYPE MULCH SPREADING EQUIPMENT WITHIN 24 HOURS AFTER 545 PERMANENT VEGETATION HAS BEEN ESTABLISHED. CONTRACTOR SHALL SEEDING, THE MULCH WILL BE SPREAD UNIFORMLY OVER THE AREA, LEAVING ABOUT 25 6. REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL CLEAN OUT ALL SEDIMENT PONDS WHEN REQUIRED BY THE ENGINEER OR PERCENT OF THE GROUND SURFACE EXPOSED. MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM GROUND SURFACE THE LOCAL JURISDICTION INSPECTOR. CONTRACTOR SHALL INSPECT EROSION CONVENTIONAL SEEDING EQUIPMENT N ° �'�0 PRIOR TO PLACING FILLS. PLOW, STRIP, OR BREAK UP SLOPED SURFACES STEEPER THAN CONTROL MEASURES AT THE END OF EACH WORKING DAY TO ENSURE uac wGMcfELAWS THAN 1 VERTICAL TO 4 HORIZONTAL SO FILL MATERIAL WILL BOND WITH EXISTING SURFACE. MEASURES ARE FUNCTIONING PROPERLY. GRADE, SHAPE AND SMOOTH WHERE NEEDED TO PROVIDE FOR SAFE EQUIPMENT OPERATION AT WHEN SUBGRADE OR EXISTING GROUND SURFACE TO RECEIVE FILL HAS A DENSITY LESS 6. THE CONTRACTOR SHALL REMOVE ACCUMULATED SILT WHEN SEEDING TIME AND FOR MAINTENANCE PURPOSES. THE LIME AND FERTILIZER IN DRY FORM WILL THAN THAT REQUIRED FOR FILL, BREAK UP GROUND SURFACE TO DEPTH REQUIRED, THE. SILT IS WITHIN 12" OF THE TOP OF THE SILT FENCE. BE SPREAD UNIFORMLY OVER THE AREA IMMEDIATELY BEFORE SEEDBED PREPARATION. A s kcvm rE Im cmmum.JK 8/24AI PULVERIZE, MOISTURE-CONDITION OR AERATE SOIL AND RECOMPACT 70 REQUIRED DENSITY. 7. FAILURE TO INSTALL, OPERATE OR MAINTAIN ALL EROSION SEEDBED WILL BE PREPARED BY SCARIFYING TO A DEPTH OF 7 70 4 INCHES AS DETERMINED ADDED sr0awErTaCE evu 3/an+ CONTROL MEASURES WILL RESULT IN ALL CONSTRUCTION ON SITE. THE SEEDBED MUST BE WELL PULVERIZED, SMOOTHED AND FIRMED. SEEDING WILL 3 REvtsa PM CWWENr- eau +2/0/10, BEING STOPPED ON THE JOB SITE UNTIL SUCH MEASURES ARE BE DONE WITH CULTIPACKER-SEEDER, DRILL, ROTARY SEEDER OR OTHER MECHANICAL OR HAND 2 mismm cmaom Dm II/t/+0 7. PROTECT EXISTING GRAVEL SURFACING AND SUBGRADE IN AREAS WHERE EQUIPMENT LOADS CORRECTED. SEEDER. SEED WILL BE DISTRIBUTED UNIFORMLY OVER A FRESHLY PREPARED SEEDBED AND r ISSUED FOR zmare 0,m e/m/10 COVERED LIGHTLY. WITHIN 24 HOURS AFTER SEEDING, STRAW OR HAY MULCH WILL BE SPREAD 0 ISSUED MM. WILL OPERATE. USE PLANKING OR OTHER SUITABLE MATERIALS DESIGNED TO SPREAD EQUIPMENT LOADS. REPAIR DAMAGE TO EXISTING GRAVEL SURFACING OR SUBGRADE WHERE SUCH 8. SILT BARRIERS TO BE PLACED AT DOWNSTREAM TOE OF ALL UNIFORMLY OVER THE AREA, LEADING ABOUT 25 PERCENT OF THE GROUND SURFACE EXPOSED. a.ee0brrur. DAMAGE IS DUE TO THE CONTRACTOR'S OPERATIONS. DAMAGED GRAVEL SURFACING CUT AND FILL SLOPES. MULCH WILL BE SPREAD WITH BLOWER-TYPE MULCH EQUIPMENT OR BY HAND AND ANCHORED SHALL BE RESTORED TO MATCH THE ADJACENT UNDAMAGED GRAVEL SURFACING AND 9. ALL CUT AND FILL SLOPES MUST BE SURFACED ROUGHENED AND IMMEDIATELY AFTER IT IS SPREAD. A DISK HARROW WITH THE DISK SET STRAIGHT OR A SPECIAL Drawn ++n+ Date s 10 EA C SHALL BE OF THE SAME THICKNESS. VEGETATED WITHIN SEVEN (7) DAYS OF THEIR CONSTRUCTION. PACKER DISK MAY BE USED TO PRESS THE MULCH INTO THE SOIL. hed+sia Dale d 10 t+eckad: am Date 3 + o 10. CONTRACTOR SHALL REMOVE ALL EROSION & SEDIMENT CONTROL 8. REPLACE EXISTING GRAVEL SURFACING ON AREAS FROM WHICH GRAVEL SURFACING 1S. MEASURES AFTER COMPLETION OF CONSTRUCTION AND Project N„mber REMOVED DURING CONSTRUCTION OPERATIONS. GRAVEL SURFACING SHALL BE REPLACED ESTABLISHMENT OF PERMANENT GROUND COVER. 226-059 TO MATCH EXISTING ADJACENT GRAVEL SURFACING AND SHALL BE OF THE SAME 11. THE ESCAPE OF SEDIMENT FROM THE SITE WIRE FENCE- WHERE REQUIRED Proiect Tide THICKNESS. SURFACES OF GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES. SHALL BE PREVENTED BY THE INSTALLATION OF EROSION CONTROL EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED IF INJURIOUS MEASURES AND PRACTICES PRIOR M. OR CONCURRENT WITH, C SILT FABRIC ON AMOUNTS OF EARTH, ORGANIC MATTER, OR OTHER DELETERIOUS MATERIALS ARE REMOVED LAND-DISTURBING ACTIVITIES. COMMERCIAL TYPE E FENCE NORTH ANDOVER PRIOR TO REUSE. FURNISH ALL ADDITIONAL GRAVEL RESURFACING MATERIAL AS REQUIRED. UPSTREAM SIDE BEFORE GRAVEL SURFACING IS REPLACED, SUBGRADE SHALL BE GRADED TO CONFORM TO _ . .._., MA1219 REQUIRED SUBGRADE ELEVATIONS, AND LOOSE H DISTURBED MATERIALS SHALL BE THOROUGHLY CONSTRUCTION NOTES FOR FABRICATED SILT FENCE 3'-0" DIRECTION COMPACTED. DEPRESSIONS IN THE SUBGRADE SHALL BE FILLED AND COMPACTED WITH OF FLOW APPROVED SELECTED MATERIAL. GRAVEL SURFACING MATERIAL MAY BE USED MIN 125fTAGSHIPDR FOR FILLING DEPRESSIONS IN THE SUBGRADE, SUBJECT TO ENGINEER'S APPROVAL. 1- WOVEN WIRE FENCE TO BE FASTENED SECURELY POSTS: STEEL EITHER T OR U �� NO�6F�VER,MA� TO FENCE POSTS WITH WIRE TIES OR STAPLES. TYPE. IMS 9. DAMAGE TO EXISTING STRUCTURES AND UTILITIES RESULTING FROM CONTRACTOR'S NEGLIGENCE SHALL BE REPAIRED/REPLACED TO OWNER'S SATISFACTION AT CONTRACTOR'S EXPENSE. 2. FILTER CLOTH TO BE FASTENED SECURELY TO FENCE: WOVEN WIRE, 14 GA 2'-0" _ PreparedFor � �s x 10. CONTRACTOR SHALL COORDINATE THE CONSTRUCTION SCHEDULE WITH PROPERLY OWNER SO AS WOVEN WIRE FENCE WITH TIES SPACED 6" MAX. MESH OPENING. MIN 0-iiilTO AVOID INTERRUPTIONS TO PROPERTY OWNER'S OPERATIONS. EVERY 24" AT TOP AND MID SECTION. AS DIRECTED BY BANKS CO, iIrgC5R GROUNDLINE I►ic° y 11. ENSURE POSITIVE DRAINAGE DURING AND AFTER COMPLETION OF CONSTRUCTION. 3. WHEN TWO SECTIONS OF FILTER CLOTH FILTER CLOTH: FILTER X, MIRAFI 100X' i � y��� z;-oEa � 12. ALL CUT AND FILL SLOPES SHALL BE MAXIMUM 2 HORIZONTAL TO 1 VERTICAL. ADJOIN EACH OTHER THEY SHALL BE OVER- STABILINKA T140N OR � /� i/I i � � ^� °4= Vvoy� LAPPED BY SIX INCHES AND FOLDED. APPROVED EQUAL. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING SITE VEHICLE TRAFFIC AS TO NOT ALLOW VEHICLES LEAVING THE SITE TO TRACK 4. MAINTENANCE SHALL BE PERFORMED AS PREFABRICATED tlNIT: GEOFAB, NOTE: NEEDED AND MATERIAL REMOVED WHEN ENYIROFENCE OR APPROVED MUD ONTO PUBLIC STREETS. THE CONTRACTOR IS RESPONSIBLE 1. DIG TRENCH Z.>51 FOR CLEANING PUBLIC STREETS DUE TO MUDDY VEHICLES LEAVING "BULDGES" DEVELOP IN THE SILT FENCE. EQUAL. 6-0 2. LAY IN FABRIC TO °B<.a THE SITE. ise� J 5. ALL SILT FENCE MATERIALS MUST BE BOTTOM OF TRENCH Qa�a LISTED ON THE CURRENT STATES. D.O.T. 3. BACKFILL TRENCH, F�: w QUALIFIED PRODUCTS LIST #36. 1 SILT FENCE DETAIL COVERING FABRIC 8` NOT TO SCALE Drawl Scale: SPACING VARIES DEPENDING ny ON THE CHANNEL SLOPE II AS NOTED �Jn I- I SO�I'D Data:(L) r2r9tto r I-A CREST I 1/ �B r Drams Title i SAME ELEVATION t J 2 P GRADING CUTOFF TRENCH -- j--� --� 2q� MAX 6" MIN. 187 lr � �1 24' MAX. 12' WIDE x 6" DEEP TOE �1 SLOPE (H) @ CENTER - MIN HEIGHT NOTES G 1 @ CENTER ' U + DETAILS NOT TO 0 SCALE A / FILTER FABRIC J CUTOFF TRENCH IN 1L 6" I*B CHANNEL BOTTOM FILTER FABRIC 12 f DrawirgNmber CALCULATE CHECK DAM SPACING: 2 CHECK DAM DETAIL SECTION A-A I+- Zs L = HEIGHT (FT) /SLOPE (FT/FT) -- NOT TO SCALE NOT TO SCALE SECTION B-B NOT TO SCALE 12'-0" CAP (TYP ON ALL POSTS) A. SCH OFFSET PIN MALLEABLE IRON CAP (TYP ON ALL POSTS) WELDED HEAVY DUTY 40 GATE POST V/ OFFSET PIN HINGES PER GATE PANEL HV' (PAGE-WILSON M-6 OR EQUAL) ASP AND STAPLE HORIZONTAL W/INTEGRAL DROP RAIL (TYP.) I� A�� BAR AND PADLOCKffn ...� - o o m L ><c? Inn r lr\nr\' 1'.-11 "' ff ff ff HFM-A-111111 L11-111 FLOW .� N r m rn J lnnnn, _ f1p 4' VERTICAL FACE i'� C = m w.. BEDDING DETAIL C NOT TO SCALE N DRAINAGE AREA NO MORE THAN 1/4 ACRE PER 100 FEET DO OF STRAW BALE DIKE FOR SLOPES LESS THAN 257. ANGLE FIRST STAKE TOWARDS PREVIOUSLY LAID BALE. -T FLOW GRADE - - - - - - - - - - - - - - - - - - - - - - - �) �Y,n BOUND BALES PLACED cr9 ON CONTOUR. • 5453 j { in / u —�v�`✓` 2 RE-BARS, STEEL PICKETS OR 2'X2' STAKES PLACED n ' DROP BAR n � e ON OF 1 IV ST K IN GROUND• APP abut uws �Ti DRIVE STAKES LUSH WITH TOP OF BALE_ s FKgn Pot a oowt.N .me a/r/n t \ I ANCHORING DETAIL �s�w� vi �„ m l to i ?\ SLOTTED ; NDT TO SCALE CAPMUSHROOM / i i a FX%M PFx ClUOM VM ix/a/r0 z FC SED PFR CO MENTS WN 11/1/10 • L_j DIA. RP��\\a•i i 1 ISSIFOR ZONK DX 6/30/10 •� •1--J 0 155MFD rOR RMN El 5/27,10 N.4 &ftkWfftA0. IAWdI DO. .( \j CONCRETE Y\ 7 \ \• Drawn: Mex Date: 5 r 0 '�/\ \ ems\ \/ FOOTING (TYP.) 3 pay�; or Date s o 8 WIDE DOUBLE SWING GATE DETAIL STAKED HAY BALE DETAIL Z*ed:—" Datc 5 7 -- NOT TO SCALE -- NOT TO SCALE Project Number 228-050 6'-0" (MAX SPACING) PREFABRICATED WOODEN PANEL Protect Tette (INSTALL PER MANUFACTURERS RECOMMENDATION) NORTH ANDOVER 4"X4" PRESURE TREATED MA1219 WOOD SUPPORT POST CAP PREFABRICATED WOODEN PANEL GALVANIZED 125 FLAGSHIP DR (INSTALL PER MANUFACTURERS p SECTIONS WILL BE STEEL U-BOLT NORT25FLAG HIP DR 1845 RECOMMENDATION) ATTACHED TO POSTS WITH A DOWEL TYPE 2"X4" PRESSURE TREATED CONSTRUCTION OR PER WOOD (8' LONG) Prepared For C MANUFACTURERS 1 �tj RECOMMENDATION 13F, 5 H�3 . � 4"X4" PRESURE TREATED HORIZONTAL RAIL (TYP.) � >'6"�n WOOD SUPPORT POST WOOD SCREW THROUGH BACK OF . avaa�� m 2x4 INTO WOOD FENCE BLOCKING -' wz o�s w�.v8r 1/2" CROWN TOP RAI t 8' TALL WOOD F' IF STOCKADE FENCE 'OIF GRADE FINISHED GRADE �< _ INSIDEMU 1 �/COMPOUND/ Drawing Scele: i i• ? i, 01 AS NOTED -0Date: Z� io 1 i i CONCRETE �ygem 2"x3" BLOCKING (TYP. OF 3, EVENLY SPACED) Daw;rerdle rrrrr % \� •L_s ^ 3" MIN. BOTTOM RAILDETAILS \�\ r\i� CONCRETE v tiT\�< FOOTING (TYP.) \ ��s>o. �/ f..�.�\i: Drawing Number 2 WOODEN STOCKADE FENCE DETAIL NOT TO SCALE SECTION A-A Zg \ -- ` NOT TO SCALE i; SERVICES SCHEDULE to that Master Services and Construction Agreement dated 22"d day of November,2010 between Florida Tower Partners,LLC and Anthony Building Company,Inc. Schedule#: Contractor: FTP: Name: Florida Tower Partners,LLC Address: 10013'd Ave West, Suite 420 City/State/Zip: Bradenton,FL 34205 Phone: 941-757-5010 Fax: 941-321-1161 CONTRACTOR: Name: Anthony Building Company,Inc Address: 953 Putnam Pike City/State/Zip: Chepachet,RI 02814 Phone: 401-567-0600 Fax: 401-567-9354 SITE: Name: MA1219 North Andover Address: 125 Flagship Drive County/State: Essex County,MA FTP Site Reference: MA1219 North Andover Contractor Site Reference: MA1219 North Andover COMMENCEMENT DATE: 6/1/2011 COMPLETION DATE: 8/1/2011 CONTRACT SUM: $140,000.00 PAYMENT TERMS: 50% upon completion of foundation; 30% upon completion of tower; 10% upon completion of fencing; 10% upon receipt of completed closeout package, including certificate of occupancy and/or final inspection. All payments to be made within thirty(30)days of receipt of invoice and proof of completed milestone. TYPE OF WORK: New Tower Site Construction SCOPE OF SERVICES: 1. Construct new tower site per attached bid dated May 26,2011 and attached Infinigy Engineering Construction Drawings dated March 24,2011; Project No.226-059 PERFORMANCE BOND REQUIRED. No If yes,amount required: S CONTRACTOR'S LICENSE#: 1182(RI) EXP RATION DATE: 51112012 CONTRACTOR'S LICENSE#: 64485(MA-Jeffrey Gold) EXPIRA'T'ION DATE: 16/3121112 APPROVED SUBCONTRACTORS: (Contractor shall not add or change a Subcontractor without FTP`s prior written consent.) sC BCON7RAC OR AWRESS PHONE STA RTI-"END V rE sERVTCrs COMPANY MAll41E t ORIM) Advanced Flecii is EIe,tt�oat ADDITIONAL PROVISIONS(e.g.,Contingencies,Incorporated.Materials,Progress Updater Dates or Intervals,etc.): See attached bid and constructions drawwrings,identified above To the extent that any a dlibits,plans,spceiiications,or other materials are specifically identified,they shall be incorporated into this Services Schedule by reference. ASX' ACKNOWLEDGED AND AGREED THIS :t DAY:OF tA�t°, ,2011,BY THE UNDERSIGNED. Florid erPQ ^rsj.l:LC Anthony Ruptding.Comp ,In A. BY: Fr t BY: ITS:Pres ent/Ma r frsS, . ;. Florida Tower Partners Phoenix Partnership,LLC Bid Proposal Form Site Name: North Andover Site# MA 1219 Material Labor Total Permitting $ _ $ _ $ Layout/Clear&Grub/Tree Removal $ 10,909.00 $ 18,769.00 $ 29,678.00 Access Road/Construction Entrance $ 3,495.00 $ 4,125.00 $ 7,620.00 Tower Foundation $ 19,687.00 $ 15,765.00 $ 35,452.00 Tower Offload&Erection $ 3,680.00 $ 6,300.00 $ 9,980.00 Site Electric/Telco/Grounding $ $ _ $ Off-site Power Run $ $ _ $ Off-site Telco Run(CSCVault) $ 4,000.00 $ 460.00 $ 4,460.00 Gravel/Compound Surface $ 4,812.00 $ 2,514.00 $ 7,326.00 Site Fencing $ 1,750.00 $ 1,600.00 $ 3,350.00 Landscaping/Screening $ 4,485.00 $ 3,900.00 $ 8,385.00 Removals/Demolition $ 3,740.00 $ 2,346.00 $ 6,086.00 General Conditions $ 4,073.00 $ 4,700.00 $ 8,773.00 Additional Misc Items(list below) Tower(paid by Tarpon) $ $ Power Materials(Paid by Tarpon) $ $ Additional Grade Cut and Fill $ 8,450.00 $ 10,440.00 $ 18,890.00 Testing $ _ $ $ Site Totals $ 69,081.00 $ 70,919.00 $ 140,000.00 TOTAL $ 69,081.00 $ 70,919.00 $ 140,000.00 Contractor: Anthony's Building Company Inc. Address: 953 Putnam Pike City,State,Zip Chepachet R.I. Phone#: 401-567-0600 Fax#: 401-567-9354 Signature: Jeffrey R.Gold Title: President Date: 5/26/2011 1 Of I PROJECT DESCRIPTION: PROJECT INFORMATION CONSTRUCTION OF PUBLIC UTIUTY/PERSONAL WIRELESS _ SITE NAME: NORTH ANDOVER SERVICE FACILITY CONSISTING OF A MONOPOLE TOWER, SITE ID: MA1219 INITIALLY(1)EQUIPMENT SHELTER,AND A UTILITY BACK80ALRD WITHIN A FENCED COMPOUND.NO WATER OR SITE ADDRESS: 125 FLAGSHIP DRIVE SEWER IS REQUIRED. NORTH ANDOVER,MA 01645 CODE COMPLIANCE: rp, ZONING JURISDICTION: TOWN OF NORTH ANDOVER ALL WORK AND MATERIALS SHALL BE PERFORMED AND --- ,a;;tt•";" INSTALLED IN ACCORDANCE WITH THE CURRENT EDITIONS OF ZONING CLASSIFICATION: INDUSTRIAL 1 THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING AUTHORITES. NOTHING IN THESE PLANS IS TO BE CONSTRUED PARCEL ID: 210/025.0-0060-0000.0 TO PERMIT WORK NOT CONFORMING TO THE LATEST EDITIONS Ftorlls.� ri in OF THE FOLLONG: PARENT PARCEL SIZE: 5.14 AC.1223,904 S0.FT. 1.MA BUILDING CODE 5.UNIFORM LUMBI 2-G NORTH ANDOVER GGNsmucnDN AREA: COMPOUND AREA: OL :k2 50..FT. F 2. UNIFORM BUILDING CODE 6.UNIFORM PLUMBING CODE ACCESS DRIVE MEA: 1277 50.FT. 3.BUILDING OFFICIALS AND CODE 7.NATIONAL ELECTRIC CODE LATITUDE 42.39't3.aa'N ADMINISTRATORS(SOCA) a LOCAL BUILDING CODE SITE I D: MA1219 LW1aN�: •,�. -W 4.UNIFORM MECHANICAL CODE 9. CITY/COUNTY ORDINANCES 125 FLAGSHIP DRIVE PROJECT DIRECTORY PROPERTY OWNER: WOR ASSOpAIES NORTH ANDOVER, MA 01845 CONTACT. TEL: (XXX)XXX-XXXX . APPLICANT: FLORIDA TOWER PARTNERS 1001 3RD AVE WEST,SUITE 420 fVA �� p BRaoENTON.FL 34205 t a ♦ l r L 1! 1 CONTACT: ROGER LAPERNA p 1 .'."'"` �I f 1 `^ '�') (941)757-5010 -/ I r i ;�. ENGINEER: ENGINEERING,PLLC 11 HERB 11 T DRIVE u i u.,.•` l � �- �.y:: �� �'.,� ( li� I�'�,.,i'l � �.r•` THAM,HAM.NY 12110 CONTACT: AJ DESANTIS \- � ,� L •• r.. (ale)690-0790 1 �,. ` ' r JC" '� ATTORNEY: JACQUELINE SLAGA,ESO. PH0ENIX PARTNERSHIP.U.C. �,r • `,`• `. � `�' `' 110 WASHINGTON AVE NORTH HAVEN,CT 06473 w•? +' •.. ._ �( } •� \ ! CONTACT: JACQUELINE SLAGA POWER COMPANY: TBD �I �:' 4 F\1 I q ++•-+- TELCO COMPANY: TBD . .� VICINITY MAP , LOCATION MAP DRAWING INDEX i n f i n i g A rs DRWG. TITLE REV.�1 DALE n TITLE sxr>:T o 03/24/11 C GENERAL NOTES 0 " 03 4 1 C2 OVERALL SITE PIAN 0 03 4 1 e n g i n e e ring `gN OF q�1� c3 DILARGED SITE PUN o 03124A 1 C4 ELEVATION VIEW 0 03J24/11 11 HERBERT DRIVE pZ CS DETAILS 0 0T 411 0":i G' Cs DETAILS 0 03J24A 1 LATHAM. NY 12110 r1 9T rn t OFC7 ICE DETAILS 0 03 4 1 0 FAX (518) 890-0790#: (518) 690-0793 5 06 EOUIPMENf DETAILS o w 4 t E7 ELECIRIx LAYOUT 0 1 03/24/11 PROPOSED TOWER HEIGHT: ±140• AGL E2 OELTPoCAL NOTES 0 03A4 1 IAiAL E3 GROUNDING LAYour o 03/24/11 LATITUDE: 42' 39' 13.84" IN LONGITUDE: 71' 06' 40.99" W E4 GROIWDRAC DET o 03 4 1 E5 UITIRY RTf.IT DETARS 0 03124/11 EXISTING ELEVATION: ±249.9' AMSL EGt GRADING PUN 0 024/11 DIG ALERT: PROPOSED ELEVATION: ±246' AMSL EC2 GRADING NOTES a DEM 0 03/24/11 CALL FOR UNDERGROUND UTILITIES PRIOR TO DIGGING: EC3 CML DETAILS - 0 Oaj24,M 1 1-888-344-7233CY, EMERGEERGSNCY: ESSEX COUNTY, MASSACHUSETTS CALL 911 A oiv yo�yn�tyo y m-w1 yy y -y1 uI yyy f> Pi °' 4�w !•+N L♦A mNt i OOn * Z CS iZ(�O�~1 S Am°Sg 2 RX mm zC�^Syi�s"OA$S-li Z° < i2 O 2m co o Q I-L FiFz v $mp-+Qm m���cm� mm NQS gmmgm 4iaF5m j4 eg�> yba aEl0 yo> nan�ot-01�Sl A�pmm AF c =j, �(o'� ym� DQ$zov mX pQo� mF�$ nrn o �r5.mcr�S � 0a ,V� Q'KppIG-°GJ�s AAtnHAI.tmZD jn RI �Im�ImQQ D;nom- ZO��•p�$9`5� OZ� 9ID N �9m<2 9 l��l O Z OAp >FaQ li °a ���o�^��� m$$mCias> $ ��A>'LF"S �6yz�Ns2 � " Kmp -I><io QED s 50 OF fmu rs��o $Q vm=o 8mo o m av v °vo �ZHayps$°co f o p� z>�$ S <xo� I G9m D�Z�DIJ�' n 8 8p Q 4a; �y�0ylmm(>I�CpyOgN1 m p�1 LL y�j2ipZp �x mm� � iFiym�$y� r� cZOy� 'F ommes gA9`$-.sYiFy cPiFmF m�F < v<L��o>' -^poz P'fN•>oj ' � �'>$�;yyyy.°��y ��• y mmL p MUNI = fel� >A C 111<�N �� �—r9°g��g$ � Qg Zmp Q$ b = yzi�c gF my� y $ pn$ § $m 9mm� 2C"SA,2io$i -}A�G'A�$ $vQQy�1>� g m $sy"�r �� o sAay <o�gmlg�gInnpgo pyo 114£���g'�< 8>'pmp" �A+ vNaani cv zu1 y9; Q -�.�yym Ao8�Q#gog�$"> p�Ai2z2Q$ ygLr ym� -.4 li�r1 yi!ii nm N. 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NORTH ANDOVER TRANSFORM PAD OXIYATE UMTIEO NJT7219 e(TiP.OF FB # E105RwG �XISTING WMANDS 1 / FENCED AREA 1�. 362'(PROPOSED :Y - - A K IMFUO5HIPOR NOFKM ANDOVER,e1A01816 - ePRQZ@D 140'now T COSTING (hE PARRYERSWr��a� PPRKING LOT C4 (OE401'BY OR4R5-l-'_ e i 1 Ee / �Zsi3t F' e g66�@E ANCW0l4D f20T8/A/mm \y � gBSg 1 1 P�37-0 r�1 o'FEW FJaSTIHc FKEO `/ E \a/\C 3 AMD law AREA 1 EXISTING NCHr '•� /� POLE(TYP.) ` gg pill PROPR wff %W OP \ ; o� tju / t OVERALL SITE PLAN -- SCAM OVERALL GRAPHIC SCALE SITE PLAN BASEl1APNNC PREPARED FROM INFORYAnON OBTAINED AT A SITE WALK BY 001/UCY ENGINEERING ON 04/20/10,IN ORMATION 100' S0' p 50' 100' PROOIDED BY FLORIDA TOWER PARTNERS,AND ASURVEY GOYPlETEO BY VS LAND DATA - DA%s 1314 SCALE (1107): 1" = 100'-0" ,(`2 SCALE (2204): 1" = 50'-0" io i g ' ` ,.-�;, em i I 1 I ciscavarr Q5 4— INS I FROMM FLOWDA mm AANTAFIPS Tr NME G IZAM ACCESS AAD e I ORUTYE'ASEMFitr(DIACrLOMMN EC3 TD BE OElEIMI D) FUniRE�� 4;1DfURM CARRISPACE ER ) 5 _... _a L. — —� - eAWIRD0 _ A1.6e�'� iC5 STNNO r4lra �� sue ea"Tedi Pp= NG15-0' !LOT i t.. � i_ t eAWAP0.SED TIO'i OMM TOM PARTAFRS UOACPI E CQ (asa er onimm) �- / eCTS I I� , Exlsrmc ur RRY — D owe POLE TMP•) FARIARJW-0 i0'.0SPAGE FOR 10.20'SPACE R COMM FU2RE CARPoER FUTURE CARRIER V NORTH ANDOVER AW7glSEn r-YONN£ i MA1219 C7 MOR FTTEAsr FQ'NI¢IOGE'(TTP � I � I � ! ../-� NORTH ANDOVER.µAo1M! AOIPMED 7—MOO'lE 1VQP1TIfAST GTS ANTEW(nPj ;� --------- DISTING FROMM ETxAPAIfNr .f it i I 1 c c m.) I I09IMET OF *4V t 1 I 1 + eB 10'UTU SPACE FOR 'I i I FUTURE CARRIER � 09E U99( OME I I ' jAPPROXIMATE LOCATION of AWITINEWPAD P � I I °-• -'- � f i ,, °�,p,� / THE PROPERTY LINE(TMP.) i I ..1• I CD - EGLA MW T L54 EOFMYfMr a TESSE . i AaEw� i 1 ': '• j ,w ' AWIPOW r-MOME eTT�Gsr -- ENLARGED EOIAPmr C404T(QA�-O 72`0' __ GRAPHIC SCALE ^�IL J SITE PLAN BASEMAPPING PREPARED FROM INFCRMARON Iy O'' ' • , i OBTAINED AT A SITE WAIN BY INFINIGY 10 5 p 5 10 ENGINEERING ON 04/20/10,INfORAlATION FRONDED BY FLORIDA TOWER PARTNERS,AND 1 ENLARGED SIT PLAN A SURVEY COMPLETED BY VS LAID DATA -- NOT TO SCALE SCALE (1107): 1" = 10'-0" C3 DATED 5/13/10. SCALE (2204): 1" = 5'-0" PROPOSED hYDB7E NOP/11EASr 3 ANOM(TIP.a(1)PFA sECR1¢(J)AN1FIM TOTAL) Cm s�Ylrosm r Y(�EE Ag2DffASr . PAM ANrFF W(1)P.W(4) Z c m SErmR(J)Swm4s muo - o PROPOSED r-MOME c: 00 NOWNEISr r-FRAME y s AN1DtW MONr , 0)C Z RW a J) L� qqq� C �LL CARRIER PANEL 0 0 AMENIAS(r(P.) . -MOFM9�� n fN i vi W o 166 � ryTOMEzravPA FA'fLMONOPOLEeYOTAm d...�. \ANTENNA ORIENTATION (T-MOBILE NORTHEAST) ppNOT TO SCALE -A�- IVAR PARIAM MONTIPME (OEsm BY olmws) rn. TBID NORTH ANDOVER MA1219 125E AGWOR NORM ANDOVER MAAy 0155580.5 PANEL ANTOINIA n.wA.Ai> lie 0 @ dies ,—PROPOSED r-MO9EEAUGPI1Lfil5r EpAPplElV7 CABEVE7(17P.) APOPM n0lWA TOWN PANEMRS Jd- AENCEP INDAND 1 1 calwamm AND CS�c, Iri LEASE ARG } —"'^L.. .+c^., .a. —. :GROUND IEVEL___ OMNOI® STRUCTUPFL ANALYSIS NOT COMPLETED AT TIME IF L4 y CD ISSUANCE OF THESE DRAWINGS.THE STRUCTURAL �3 FROM VIEW SIDE NEW BOTTOM VIEW ANALYSIS MUST BE COMPLETED PRIOR TO CONSTRUCTION. w1AAn+ _ 1 TOWER ELEVATION PROPOSED A170M RAD CENTER IS PRELIMINARY -- NOT TO SCALE AND IS SUBJECT TO CHANGE WITH FINAL RF ANTENNA SPECIFICATIONS (T-MOBILE NORTHEAST) AND IS SUBJECT TO CHA"GE WITH FINAL R�� CONFIGURATION BY RF ENGINEER _ NOT TO SCALE ELEVATION VIEW BASEMAPPING PREPARED FROM NFORNAM OBtNNED ATA STE WALK 8Y INFWIOY ENGINEERING ON 00./20/10.IN A71ON eO� PROVIDED BY FLORIDA TOWERPARTNERS,AND A SURVEY COMPLETED BY VS LAND DATA DATED 5/1 10. SUPPORT ARM W/BARBED WIRE - to C POST(j�CO)RNER 10'-0`MAX. m 'q 2"MESH,9 GAUGE GALV.WE FACING m 88� UNE POST(tYPJ F 14-- 1 1/4`0 BRACE RAL m •. TOP RAIL(TYP) CO'• V e TRUSS ROD WITH c C 911NBUCKLE 1 2 1/2`O.D.POST COMPOUND 2'CROWN FINISH GRADEIn ��, �. •� 7., BOTTOMGTENSION WIRE 2'CONC. S:5 ti 1._2. CROWN .)FOR hQ. �.•��+� 1 LINEePOSf _. •�.IAIC,ei4 -'4 �U�—CONCRETE FOOTING,TV. f 10'-0`MAX. LL 17 SPACING(TV.) FOR END, CORNER,k GATE POM CHAIN UNK FENCE DETAIL (ELEVATION) NOT 10 SCALE oripsa:�_ cn,a:aa�e_w� 1 1/2`0 PIPE CATE FRAME 1'x1/B`GATE STOP 12 1/2'GAUGE 12 2.GAUGE 2E0 2'MESH. 12 GAUGE GALV.WIRE 4 POINT BARBED WIRE NORTH ANDOVER •— MA1219 GATE POST . _ ... ..... 125 RAGS111P IW KORTH ANDOVER MAMMS 1 8"0 TRUSS ROD L� � TURN BUCKLE(TYP) tltltl B NODETCH STRETCHER S 16 0.C. BARS 3PO7STS(TYP) CAIS e too PIP BRACE 1 1/4"0 PIPE BRACE � tl� 1 1/a`e iR E s ?j %T TRUSD %S'SDA.MINIMUM g�$ ° �C�7/;iii t �wCKl'JlV FINISH GRADE i e:x+Yo Ems ° HALF-MOON CD ? GATE KEEPER 1'-0' ICONCRETE e+r T FOOTWG,ttP. mrsul_L I MMryTW DETAILS 2 12' WIDE DOUBLE SWING GATE 1'-2` NOT TO SCALE C5 V1 O WIND I WIND WIND I WIND FOR TREES ON 4:1 OR STEEPER tfBFy GUYING PATTERN SLOPES,PLACE 2 GUYS UPSLOPE, FOR DECIDUOUS TREE ONE DOWNSLOPE; OTHERWISE e PLACE FOR PREVAILING WIND. y PLANTING GUYING PATTERN FOR EVERGREEN TREE " ' sq PLANTING N $45 EVERGREEN TREE DECIDUOUS TREE PRUNE ONLY DEAD OR DAMAGED WOOD. DO NOT PRUNE FLUSH TO BRANCH. LEAVE SLIGHT STUB. STANDARD WATERPROOF TREE WRAP 12 GA.GALV. STEEL GUY WIRE, (DECIDUOUS TREES ONLY)TO ATTACH TO 24" MIN.STEEL 2ND BRANCH T—POST OR REBAR STAKE, 3 PER TREE, DO NOT PULL TAUT. 3"OR WIDER NYLON WEBBING W/METAL GROMMETS FLEX—PIPE BARK PROTECTOR 12 G4 GALV. STEEL WIRE. SET ROOTBALL 2"-4"ABOVE FINAL GRADE, amu_ DO NOT PULL TAUT. I REMOVE ENTIRE WIRE BASKET AND BURLAP FROM TOP Yj OF ROOTBALL , AND ANY TWINE OR WIRE. 6' LONG STAKES, 2•x 2"OR 11/2 .. WHITE PVC AROUND WIRE TO MARKT WOOD, OR STEEL TPOSTS, TWO PER TREE(DECIDUOUS TREES) AND PREVENT PEOPLE FROM TRIPPING OVER WIRE. NORTH ANDOVER TWO SPECIFIED BACKFILL 4"DEPTH WOOD CHIP MULCH MA7219 COMPACTED SUBGRADE 12" 6"HIGH SAUCER AROUND PLANT IZS ciA05Wp DR 24"MIN. STEEL T—POST OR #4 REBAR NORTHANDOVERNACIM6 6" STAKE, FLUSH W/GRADE,THREE PER TREE (EVERGREEN TREES) II •,� �,{+� �Ila�s V 12" '/2 / 1/ I 2 MIN. ROOTBALL I 2 RODTBALL ROOTRMLaRTi ° Ow. Dv. ggkii (GUY AND STAKE DECIDUOUS TREES 2• AND LARGER CALIPER 4ai AND CONIFEROUS TREES OVER 4' HT.) oAw,o ee� .N=D � T DECIDUOUS AND EVERGREEN LANDSCAPE DETAIL o� ICV NOT TO SC&E mit _ T DETAILS MHn,NuO. C6 1'-6•WIDE BRIDGE CHANNEL 2 18'WRIE SELF SUPPORTING ICE BRIDGE KIN,10'LONG VALMONT „r .� m �m C7 P/N:852164 OR EQUAL' 1� •E: rZ 2'-0•MAX, 6'-0'MALI. Z'-0•MAX. 1'-6'LONG UNISTPoR W/ 3'C/CC)(IYPNOLES(SPACED IF c 88b m TRAPEZE KIT,DOUBLE LEVEL FOR 18'WIDE ICE BRIDGE VALMONT -4IL y. P/N:802284 OR EQUAL 5 —ATOII 140.RO MI /-2- ISOMETRIC ICE BRIDGE 12 1 »PARIApS MONCIPOILE NOT TO SCALE (DEM BY DINERS] A 12 AWG BCW TO EQUIPMENT SUPPORT POST GROUND RING-- 4 1 I 1 I b ��• g�Y I � -/8 E0.SPCD PROPOSED EQUIPMENT CONCRETE FOUNDATION ELEVATION PIER )Ee I 1 I Name. C7 {13 TIES O 12• TM CONCRETE 1B' PIER — — NORTH ANDOVER bQ� MA1219 1. WHEN USING VALMONT COMPONENTS AS SHOWN IN STANDARD DETAILS,MAXIMUM ALLOWABLE SPAN BETWEEN SUPPORTS ON A CONTINUOUS SINGLE SECTION OF BRIDGE CHANNEL SHALL BE 19 FEET SHPOR FOR 20 FEET BRIDGE CHANNEL OR 9 FEET FOR 10 FEET BRIDGE CHANNEL. HANDO ANDOVER MA01&5 2. WHEN USING VALMONT COMPONENTS FOR SPLICING BRIDGE CHANNEL SECTIONS,THE SPUCE SHOULD SUPPORT POSE FOOTING BE PROVIDED AT THE SUPPORT,IF POSSIBLE,OR AT A MAXIMUM OF 2 FEET FROM THE SUPPORT. _ 3. WHEN USING VALMONT COMPONENTS,SUPPORT SHOULD BE PROVIDED AS CLOSE AS POSSIBLE TO THE ENDS - NOT 70 SCALE OF ICE BRIDGES,WITH A MAXIMUM CANTILEVER DISTANCE OF 2 FEET FROM THE SUPPORT TO THE FREE END OF THE ICE BRIDGE. e�y 4. CUT BRIDGE CHANNEL SE TIONS SHOULD HAVE RAW EDGES TREATED WITH A MATERIAL TO RESTORE �6 S.IN HANGER THE EDGES TO THE ORIGINAL CHANNEL.OR EQUIVALENT.FINISH. pp f".) EE CHART 5. ICE BRIDGES MAY BE CONSTRUCTED WITH COMPONENTS FROM MANUFACTURERS OTHER THAN PIROD, S -•�z ,C7B@6 BELOW FOR SQING. PROVIDED THE MANUFACTURER'S INSTALLATION GUIDELINES ARE FOLLOWED. i � 2 SZE PER ELEVATION 6. DEVIATIONS FROM STANDARDS FOR COMPONENT INSTALLATIONS ARE PERMITTED WITH THE RESPECTIVE CCCC6666 DRAWING MANUFACTURER'S APPROVAL n 7. ATTACHFLANGED END OF SUPPORT POST TO CONCRETE PAD USING 4-3/8•DIA HILT-KY 150 ADHESIVE 1 ANCHORS.PROVIDE MINIMUM OF 4 1/2-EMBEDMENT. 8. DEVIATIONS FROM ICE BRIDGE FOUNDATIONS SHOWN ON SITE SPECIFIC DRAWINGS OR STANDARD DETAILS REQUIRE ENGINEERING APPROVAL. wear Fok CD SECTION t_ ICE BRIDGE DETAIL NOT TO SCALE ,c. ICE BRIDGE SNAP IN IMGERIN SL�� DETAILS SIRE I ANORLZY P/N wear Av 4 7/B• tJ6807 1-5/8,1 479848 CT June 20,2011 Town of North Andover Building Department 600 Osgood Street North Andover,Ma 01845 Project: 125 Flagship Drive North Andover To Whom It May Concern: This letter is to serve as authorization for Keith Coppins of Phoenix Partnership to act as my representative in filing for the building permit for the above mentioned site in reference to a Wireless Communications Facility. If you have any questions, please feel free to contact me. Sincerely, Robert Webster Owner 4C„Lr�/ Qtr-�h e�• WON f�slot��ly-�j G.P. Client#:32929 ANTH012 ACORD. 'CERTIFICATE OF LIABILITY INSURANCEDATE(MMIDDNYYY) 4/21/2011 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTANAME:CT Laura Caramadre Mastors&ServanVUSI Ins. a/Co No El):401 885-5700 F 5700 Post Road E-MAIL A/c,No): 61O-362-8882 ADDRESS: LCaramadre@msins.com P.O.Box 1158 East Greenwich,RI 02818 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Liberty Mutual Insurance Compan INSURED INSURER B:St-Paul Fire&Marine Insuranc Anthony's Building Co.,Inc. 953 Putnam Pike INSURER C:EMC Employers Mutual Companies Chepachet,RI 02814 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE 'MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE TYPE OF INSURANCE NY EXP SR SUBR W VD POLICY NUMBER MPM/DUY EFF MPM/UU LIMITS A GENERAL LIABILITY X X TBKZ11260045030 9/18/2010 09/18/2011 EACH �OCCURRENCE $1000000 X COMMERCIAL GENERAL LIABILITY PREMAISES Ea ED..) $100,000 CLAIMS-MADE IX OCCUR MED EXP(Any one person) s5,000 X PD Ded:5,000 PERSONAL&ADV INJURY $1,000,000 [GEONERALAGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: DUCTS-COMPJOP AGG $2,000,000 POLICY JE Q LOC $ A. AUTOMOBILE LIABILITY X ASKZ11260045020 9/18/2010 09/18/2011 COMBINED SINGLE LIMIT Ea accident 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY Per accident) $ NON-OWNED PROPERTY DAMAGE X HIRED AUTOS X AUTOS Per accident $ - X rive Oth Car $ B X UMBRELLA LIAR X I OCCUR QK06900521 9/18/2010 09/18/2011 EACH OCCURRENCE $5,000,000 14EXCESS LIAB CLAIMS-MADE AGGREGATE s5,000,000 DED I X RETENTION$10,000 Y/N $ A WORKERS COMPENSATION AND EMPLOYERS'LIABILITY WCJZ11260045010 9/18/2010 09/18/2011 X wC STAITU- FORTH ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? F N!A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 C Leased/Rented 4X4108411 9/18/2010 09/18/2011 $250,000 Equipment DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Project#/Location: North Andover#MA1219, 125 Flagship Drive,North Andover,MA 01845 CERTIFICATE HOLDER CANCELLATION Town of North Andover SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN North Andover,MA 01845 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S379228/M363666 LCA F.r. Massachusetts- Department of*Public Safet, I3nar1!of Building Regulations and Stanihm'Is Construction Supervisor License License: CS 64485 JEFFREYR GOLp 853 PUTNAMipIKE CHEPACHET.R1 M14 Ex{HrOUOM. 101312012 Trt#: 5912 V�O NOTE:(1)CABINET TO BE SUPPLIED ICCSON RBS BILE ORTHE MACRO OUTDOOR 8„ BASE STATION CABINET OR.REFBY T-MOBILE MANUFACTURER LLC.AND — m INSTALLEDSPIECIIKA BY CONTRACTOR.REFER TO CABINET MANUFACTURER SPECIFlCATTONS AND DRAWINGS FOR MORE INFORMATION.SPECIFICATIONS FOR ERICCSON RBS 3106: 5.35'CELL TALL%4.21-WIDE%3.M'DEEP cmc CELL CAPACITY: IS F CELL-CARRIERS PER CABINET '•.g• 1'-i, 1 5/8', C WEIGHT:1674 LBS FULLY 250 VAGD(3%4 SE), 10-4.33 200 Ah BATTERY) --y ELECTRIC REQUIRED:206-250 VAC(1 PHASE), iW-433 VAC(2-3 PHASE) m j' 1•_S 1/y SECURE NEW T-MOBILE NORTHEAST LLC i ~`\ I ® Q BOOSTER CABINET TO CONCRETE PAD 5a5 m WIIFI(4)3/d"S/5 RODS SET IN HILTI i• . HT H'7-150 CHEMICAL ANCHORS. EQ MINIMUM 3-1/2"EMBEDMEM(I. PIAN ® EQUIPMENT CABINET ELEV. A ELEV. B v O O © W NEW REINFORCED POURED CONCRETE �3\TYP. BOOSTER CABINET OETAILS 200 AMP a 3/4' SLAB ON GRADE.SEE POURED __ NOT TO S� GENERATOR INLET 1 CONCRETE EQUIPMENT PAD DETAIL 2/C5 SECURE NEW T-MOBILE NORTHEAST LLC BASE 120 VAC GFl PROTECTED STATION CABINET SUB-BASE TO NEW CONVENIENCE OUTLET 1 TYP. UMTS CABINET DETAILS CONCRETHITE wTCH1/2-S/AS RODDS ET IN o T7 -- NOT TO SCALE J-1/2'EMBEDMENT SCREENED LOUVERS OwM••t�0_ FOR TELCO clsae�s_ COMPARTMENT xmov 120 VAC GFl PROTECTED 200 AMP • PAM%�A• CONVENIENCE OUTLET GENERATOR INLET 2'_0" O8 120 VAC GFl PROTECTED II"--''1 NORTH ANDOVER 4 HOLES AT 200 AMP u CONVENIENCE OUTLET MA1219 9•-6' S•_g• �• y_g• 0.625 INCHES GENERATOR INLET I I _ y 1•_g• y (B� NEW MARCON11 C6 SERIES - 125 FLAGSHIP DR OVER/UNOER POWER NORTH ANWAR MA01MS l PROTECTION CABINET(PPC) a9 NEW PPC MOUNTING BRACKET. •I P'�oi0w g i'-10• SHALL BE ORDERED SEPARATELY. Sy 2-0' SCREENED LOUVERS' O � I { r 1O o FOR TELCO \ MOUNTING COMPARTMENT a �e� o m \ BRACKET TEMPLATE PIAN ® PPC BOX 14ORMEAST LLC PTCI MOUNIING B �. \, .)• i�, BRACKET TO CONCRETE PAD 61 % A WITH(a) 1 /2.S/S Roos 5Er p IN HILA HIT NY-150 CHEMICAL c.. ANCHORS.MINIMUM 3-1/2' 8 :O O q TYP. MARCONI PPC DETAIL EMBEDMENT(TYP). 9 HOT ro scuE PLAN ® EQUIPMENT CAB. SECURE NEW T-MDBRF �w NORTHEAST LLC BATTERY AeNoreD CD CABINET TO CONCRETE WITH 2 DS S M. BATTERY CABINET '5 DETAILS HR4Htt0 CNEMICALN HILT] at NOT TO SCALE ANCHORS.MINIMUM 3-1/2' rme EMBWMENi,(lYP). E DE TAMILS T C8 INCOMING POWER AND TELEPHONE SERVICE NOTES: ___�__.-.- -�j' r' I GENERAL ELECTRICAL NOTES: 1. CONNECTION TO EXISTING UTIUTIES AND INCOMING POWER AND TELEPHONE I ?a,\1. -- ,�.. 1.ALL EIECITBGL WORK,SHALL BE N ACCORDANCE WITH THE SERVICES S FON CONCEPT ONLYELECTRIC THE D TELEPHONE UTIU COORDINATE CA mE _ _„•-...n--a-.^-'"`•`w / LATEST VERSION OF DIE NATIONAL ELECTRICAL CODE AND ALL ACTUAL LOCATION WITH THE ELECTRIC ANO 1ElFPHIDIIE UDUOES AND CARRIER �. "^ ° ._.___ -' ( I LOCAL AND STATE CODES,LAWS,AND ORDNMOEs. L THE CCNTR4CFDR IS BLE FOR ARRANGEMENTS WITH THE ELECTRICALL UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 a AND TELEPHONE UIBIR ENSURE TOMA MELY NTT OF THE INCOMING --_-- I I Ij� I 2 MESS OTHERWISE INDICATED.CONDUITS EXPOSED ABOVE ES. �� C POWER MO TELEPHONE SERVICTHE CARRIER WILL OBTAIN AN ELECTRIC 1 -- ._.-__. I GROUND SOU.BE RIGID GALVANEED SIEFL ALL SmVEE ORDER(ESO)FOR THIS SITE PRIOR TO THE CONTRACTOR INRNTNG ANY 1 I II I 1 UNDERGROUND CONDUIT SMALL TRANSITION FROM PJC TO WORK ON-SIZE, RIGID ABOVE GRATE.PROVIDE 36'SEPARATION BETWEEN {@ vil 3. THE INCOMING ELECTRIC SERVICE SHALL BE INSPECTED BY THE AUTHORITY HAVING 1I I �I UNDERGROUND MARKT POWER MID TELEPHONE BEL W GRADE SUPPLY m O JURISDICTION AND A CERTIFICATE OF SUCH INSPECTION SHALL.BE FURNISHED TO ( I ENTIRE MNBOHG TAPE BURIED ND BELOW GRADE ALONG D 6m THE CARRIER WITH A COP(FORWMDED TO THAT UNUTY. I I I ENTIRE LENGTH OF UNDERGROUND CONDIIOS C yo t. ANY UTILITY GIMGES ASSOCIATED WITH THIS SHE SW11 BE PND BY THE CARRIER I. , 3 ALL CONDUCTORS SHALL BE COPPER WITH THHN/THVN AND NO ITY CHAR THEREFOREIA SHALL ACCRUE TO THE L BE PAID B I. r"" Ala POWERINSULAON.GKIINGCONTROI CONDUCTORS%LSPABE STRANDED. CD 1 l i I } POWER @ lxlmxc CONDUCTORS sMW1 BE SDID FOR+10 c B 1 i i i i i u m/12 CONDUCTORS ARID STRANDED FOR ALL OTHER SEES. 5. COORDINATE METER SOCKET REQUIREMENTS AND UTILITY METER ENCLOSURE WITH - CARRIER.AND ELECTRIC UTILITY. y` I 11 °LIQ 4, ELECTRICAL DRAWINGS ARE IN PART DIAGRAMMATIC. B. INCOMING G ELECTRICSERVICES SHALL L BE IN CONFORMANCE WITH THE URES 1 1 i� 111 _ COORDINATE ELECTRICAL WORK WITH SITE CONDITIONS. DOH). STANDARDS(LATEST EDI ; 1 1 ----1- T C/W / 1 5. LOCATE ALL UNDERGROUND UtILMES BEFORE TRENCHING.IFCONFLICTS ARESE ` 7. INSTALL PULL ROPES IN ALL CONDUITS UNLESS NOTED MHIERNM I I .R .,~ / I IMMEDWELY 'CONTACT UTILITY COMPANY AND ENGINEER �- 8. CONDUIT RUNS SHALL HAVE ONE 18'x18'x8'TRAFFIC RATED PULLBOX AFTER 270 TO DUCE TAPE 1 �., .J + 0. ALL EXPOSED CONDUITS SMALL HAVE WEATHERPROOF GPS DECREES OF BEAD. INLoi \ ��'� � �L q 9. CONDUIT RUNS SMALL HAVE A PUL180X MITI A MAXIMUM SPACING w _ 7. PROVIDE 1200 T. MULE TAPE N EACH TELEPHONE AND B OF 500 LINEAR FEET 1 NI"j 1� POWER CONDOR. 1 WI SIF x i B. PULL BOXES SHALLBE INSTALLED AS NEEDED PER NEC CODED DRAWING NOTES: 1 �!' 1 M� � Q COORDINATE EXACT LOCATION WITH UIIUIY COMPANY. Wf� HCl 1 STW UP POWER AND TELEPHONE CONDUrrs As GRAPHIC SCALE DIRECTED BY UTILITY COMPANY. REFER TO EQUIPMENT ,, SPECIRCA ONS FOR ELECTRICAL REQUIREMEITTS. 1 \s 100' 50' 0 50 100 Q (2)C SCH t0 PVC POWER CONOUIT NTTH FULLWIE FROM I PROPOSED EQUIPMENT AREA TO DEW POWER SOURCE EXACT ROUTING TO BE COORDINATED WITH vnuTY COMPANY AND CONTRA=TO FIELD COORDINATE CONDUIT STUB-UP SCALE (1107): 1" = 100'-0" LOCATION,STUB-UP W ABOVE GRADE AT EXISTING POWER SOURCE k EQ1 FTy LMOUT ALL UTILI SCALE (22x34): 1" = 50'-0" UIFMENf AREA Qj (1)4-SCH 40 PVC TELCO CONDUITS WON PULL SOBNGS. -- ' EXACT ROUTING AND STUB-UP LOCAION TO BE FIELD COORDINATED WITH UTILITY COMPANY.SNB-UP B'ABOVE GRADE AT TELCO DEMARC 3 EQUIPMENT AREA APQwABD 7-IFOBDE � -.�.-..--.•-• •- -•� t Q ALL TELCO CONDUITS SHALL USE LONG SWEEPS A7 BENDS. NLWBCASF IOW CONCRETE ,-.-.-.^,.-,-.-.-.-•-•-•-•EDIOPNFNT PAD(n?) __.�,-._•- anw•d. ._. NORTH ANDOVER 5 PROPOSED MESA CABINET f-'•-'•" \\ 7ltZRR-1ER MA1219 PROPOSED TPMISFORIIER. r------- ----------- ; _ _-- '- i \ f 1 3 4 1 10'.20'SPACE FOR FUIURE CARRIER 128 FlAGSMPOR 2'C.W/(3)/3/0+�B GNI. I - i 1NORTH ANDOV6L MADMAB � 1 SPACE FOR4'TELEPHONE CONDWT W(1)25 RNR,/24 AWG,SOLID, ;` IE CNAHIER 1 !!SHIELDED GEL FITTED E CABLE§1200IA MULE TME, ;{ ..1 ?� It3 4ABBREVIATIONS IL-- - -- -- - -- -- -.._ _--------- ------- - 5AWG AMERICAN VIRE GAUGE - -II !BFO BELOW FINISH GRADE ti t'" I 10'x20'SPACE FOBTS BARE TINNED STRANDED I I I 0'SPADE FORMORE CARIOERC CONDUIT 5 I CAB CABINETI I 10'x20'SPACE FOR RE CARRIER ,DLO DIESEL LOCOMOTIVE CABLE 6I NNRE CARiIIER _- _IDWG DRAWINGEOR EXTERIOR GROUND RING ___EIGB EXTERIOR ISOLATED GROUND BAR 'L -- -- -- --- ".-a-P"-"'- �D G GROUND - T•�.�V�. I SHALO INTERIOR GROUND RING �-"'-""" 1 I-• w NE7ElCR4EBT MICE MAIN ISOLATED GROUND BARI 1 E5N0.SED TIC ROWDA pSO7WVECMGN MULTI-GROUNDED NEUTRAL PAREAVS MQ4aVEMSC MOBILE SWITCHING CENTER m BT OBERS) I I MTSO MOBILE TELEPHONE SWITCHING OFFICE PROPOSED FLORIDA YOM 1 I ROOM WII rLOCTIro�� � ELECTRICAL PVC POLYVINYL CHLORIDE PARTIM,To'-e.0-0'FENCED DETERMI EXACT LOCA ro BE RGS III=GALVANIZED STEEL aauPOLPro,EnvLF"ARS, GRAPHIC SCALE DE7EIEADA'm TDOEWSTRUC. U1Y01lT SS STAINLESS STEEL 10' 5' 0 5' 10' SST SELF SUPPORTING TOWER /-l-SITE u-nLrry LqOLJTOA1^�Nind` TGR TOWER GROUND RING ME N°mN- nP• TYPICAL -- �°'£ SCALE (1107): 1" = 10'-0" E1 SCALE (2204): i" = 5-0" GENERAL. NOTES: 1.INSPECTIONS o A GENERAL: DURING AND UPON COMPLETION OF THE WORK,ARRANGE AND PAY ALL ASSOCIATED 9. TELEPHONE SERVICE INSPECTIONS OF ALL ELECTRICAL WORK INSTALLED UNDER THIS CONTRACT IN ACCORDANCE C WITH THE CONOTTIONS OF THE CONTRACT. INSTALLATION SHALL COMPLY WITH APPLICABLE LAWS A GENERAL: INSTALLATION SHALL BE IN ACCORDANCE WITH TELEPHONE UTILITY CONPANYS _ Q AND ORDINANCES,UTILITY COMPANY REQUIREMENTS,AND THE LATEST EDITION OF NEC.NFC, RULES AND REGULATIONS. UTILIZE LANG SWEEP BENDS IN ALL TELEPHONE CONDUITS. r o NEMA OSHA SBC,AND UL l� & INSPECTIONS REWIRED: AS PER THE LAWS AND REGULATIONS OF TIE LOCAL AND/OR STATE 10. GROUNDING SYSTEM O) yy AGENCIES HAVING JURISDICTION AT THE PROJECT SITE. A INSTALLATION: INSTALL AS INDICATED ON THE DRAWINGS AND AS REWIRED. OWNER'S •� 0)HER C. INSPECTION AGENCY: APPROVED BY THE LOCAL AND/OR STATE AGENCIES HAVING JURISDIC- REPRESENTATIVE WILL INSPECT IS REQUIRED. AND CONDUCT MEAGER TEST PRIOR TO BURIAL C � MAXIMUM 5 OHMS RESISTANCES REQUIRED. USE CLEAN RIND AND CLAY BACKFILL FOR TION AT THE PROJECT SITE BURIED GROUND CONDUCTORS IDH LL D. CERnncATES: SUBMIT ALL REWIRED INSPECTION CERTIFICATES. 11. CHECKOUT,TESTING AND ADJUSTING C 2.HANGERS AND SUPPORTS A CORRECTION/REPLACEMENT: AFTER TESTING BY CONTRACTOR.OWNER OR ENGINEER.CORRECT A MATERIALS. ALL.HANGERS,SUPPORTS,FASTENERS AND HARDWARE SHALL MATERIALS ZINC COATED OR ANY DEFICIENCIES AND REPLACE MATER .S AND EQUIPMENT SHOWN TO BE DEFECTIVE OR OF EQUIVALENT CORROSION RESISTANCE BY TREATMENT OR INHERENT PROPERTY,AND SHALL BE UNABLE TO PERFORM AT DESIGN OR RATED CAPACITY. MANUFACTURED PRODUCTS DESIGNED FOR THE APPLICATION. PRODUCTS FOR OUTDOOR USE SHNII BE HOT DIP GALVANIZED. B. POWER CONDUCTORS: CONTRACTOR SHALL CONDUCT A CONTINUITY&INSULATION TEST ON B. TYPES: HANGERS,STRAPS.RISER SUPPORTS,CLAMPS,U-CHANNEL,THREADED RODS,ETC.AS CONDUCTORS BETWEEN SERVICE DISCONNECT SWITCH 8 POWER CABINET. INDICATED OR REQUIRED. C. WHEN SITE POWER IS DERIVED FROM 3 PRISE SOURCE LOAD READINGS WILL BE TAKEN AND Z m C. INSTALLATION: RIGIDLY SUPPORT AND SECURE ALL MATERIALS,RACEWAY AND EQUIPMENT TO RECORDED TO MAINTAIN A BALANCED LOAD AT THE PRIMARY SOURCE RECORDS SHALL BE BUILDING STRUCTURE USING HANGERS.SUPPORTS AND FASTENERS SUITABLE FOR THE USE TURNED TO THE OWNER'S REPRESENTATIVE. 0.99545 MATERIALS AND LOADS ENCOUNTERED. PROVIDE ALL NECESSARY HARDWARE PROVIDE CONDUIT SUPPORTS AT MAXIMUM 5 FT,O.C. 0: STRUCTURAL MEMBERS: DO NOT CUT,DRILL.OR WELD ANY STRUCTURAL MEMBER EXCEPT AS SPECIFICALLY APPROVED BY THE ENGINEER. E. MISCELLANEOUS SUPPORTS: PROVIDE ANY ADDITIONAL STRUCTURAL SUPPORT STEEL BRACKETS. ANGLES,FASTENERS AND HARDWARE AS REWIRED TO ADEQUATELY SUPPORT ALL ELECTRICAL MATERIALS AND EQUIPMENT. F. ONE HOLE STRAPS SHALL NOT BE USED FOR CONDUITS LARGER THAN 3/4 INCH. 3.ENCLOSURES A NEMA 3R 4. HOLES,SLEEVES AND OPENINGS GENERAL: PROVIDE ALL HOLES,SLEEVES,AND OPENINGS REQUIRED FOR THE COMPLETION OF WORK AND RESTORE ALL SURFACES DAMAGED TO MATCH SURROUNDING SURFACES. Nv,er Jam- 5. CUTTING AND PATCHING �>d A GENERAL: PROVIDE ALL CUTTING,DRILLING,FTTRNG AND PATCHING NECESSARY FOR ACCOMPLISHING THE WORK. THIS INCLUDES ANY AND ALL WORK NECESSARY TO:UNCOVER NORTH ANDOVER WORK TO PROVIDE FOR THE INSTALLATION OF ILL TIMED WORK,REMOVE AND REPLACE OEFEC- TNE WORK AND WORK NOT CONFORMING TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. MA1219 B. REPAIRS: REPAIR ANY AND ALL DAMAGE TO WORK OF OTHER TRADES CAUSED BY CUTTING AND PATCHING OPERATIONS,USING SKILLED MECHANICS OF THE TRADES INVOLVED. 135 RAG6HIP OR 6. RACEWAY SYSTEMS NGRTHAMIOVFRMA01M5 A FOUR INS ANCHOR TENANT: ALL CONDUIT AND ALL CONDUIT ELBOWS SHALT.BE SCHEDULE 40 PVC UNLESSWISE- B. FOR FUTURE CARRIERS: ALL.ABOVE GRADE CONDUIT AND ALL CONDUIT ELBOWS SHALL BE RIGID GALVANIZED STEEL.UNLESS NOTED OTHERWISE. ALL BELOW GRADE CONDUIT(EXCEPT ELBOWS)SHALL BE SCHEDULE 40 PVC. iLOAS C. TOWER LIGHT CIRCUIT FROM CONTROLLER TO LIGHTS SHALL BE SCHEDULE 40 PVC. RACEWAY BURIAL 185 9 s DEPTH SHALL.BE AS PER NEC. USE CLEAN SAND BACKFILL FOR ALL BURIED RACEWAY SYSTEMS. 7. CONDUCTORS USE 98%CONDUCTIVITY COPPER WITH TYPE XHHW-2 INSULATION,600 VOLT,COLOR CODED. USE SOLID CONDUCTORSEgI�� FOR WIRE UP TO AND INCLUDING NO.B AWG,STRANDED CONDUCTORS FOR WIRE LARGER THAN N0.B. USE 888pEg�� - PRESSURE-TYPE INSULATED TWST-ON CONNECTORS FOR NO. 10 AWG AND SMALLER,SOLDERLESS MECHANICAL G88 TERMINAL LUGS FOR NO.B AWG AND LARGER B. ELECTRIC SERVICE ol..w sak A GENERAL, COMPLY WITH AND COORDINATE ALL REQUIREMENTS OF THE UTILITY COMPANY. �rare0 1 _D B. SHORT CIRCUIT RATINGS: PROVIDE EQUIPMENT WITH HIGHER FAULT CURRENT RATINGS AS V NEEDED TO MATCH UTILITY COMPANY AVAILABLE FAULT CURRENT. uo+cm ELECTRICAL NOTEW�Ay NmIEr E2 CODED DRAWING NOTES GROUNDING SYMBOLS GENERAL GROUNDING NOTES:TIM `^ Q SHALL BOND NEW UNRY SACKBOARD TO GROUND RING 1. TO ENSURE PROPER BONDING.NIDNS L CONNECBE AS 7.BOND SERVICE CONDUITS TO GROUND RING AS THEY CROSS. DO W �f WITH 12/0 SOTINNED BCW O IN TWO RACES. ® GROUND ROD FOLLOWS: NOT C THERYICA LY WELD TO CONDUfM oy QBOND PROPOSED GROUNDRING TO PROPOSED FENCEQ ACCESS WELL R0�5 OR GROUND R SOD COPPER CONDUCTOR: CIDWEID TO &THE CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER WITH f2/0 SOD TINNED BCW.(GYP.OF/) -WGS NO BUS BAR(UNLESS NOTED OTffRNSE): -- WHEN THE GROUNDING SYSTEM 6 COMPLETE. THE Hy BOND PROPOSED GROUND RING TO PROPOSED GATE ® GROUND ROD WITH ACCESS CLEVE COATED WITH ODDE RBOBITOR AND BDLTED FOR MAX" MANAGER SHILL[ASPECT THE'ROUNDING SYSTEM • C WITH}2/O WELDING CABLE.YTS(IR-0591SCOMPRESSION TYPE CONNECTION SUWAO:CONTACT. ALL URS SMALL BE COPPER(NO AWIBNIBI PROF!TO BACIOULNG. _ OPROPOSED COMPOUND GROUND RING WITH/2/0 SOLID CN MELD TYPE CONNECTIONIYCIWWLLICJt a7NNECDONs GROUND CONDUCTORS. USE FOR ALL 9.Tiff IINWUM SPACING BETWEEN GROUND SIWl BE To'-0• H TINNED BCW. STAINLESS STEEL.HARDWARE THROUGHOUT. (W1L 15-0�. m 'y Q PROPOSED TOWER GROUND RING MBI/2/0 SOLD —0— /2/0 WS COPPER CONDUCTOR 2. ALL GROUNDING CABLE N CONCRETE OR THROUGH WALLS SHALL •_ D Z 0 TINNED BCW. BORED GROR/U CABLE 10 BOND OME TO EXTERNAL GROUND RING WITH 2 RUNS OF/2 30•BELAY?CRADE BE IN J/A•PJC CONDUIT. SEAL AROUND CONDUIT THROUGH D TINNED.SOLID COPPER CONDUCTOR IN PIC. CONNECT BAR BOD PROPOSED GROUND RWG 10 PROPOSED MESA CABINET NO METALLIC CONDOR SXMI BE USED FOR GROUNDING WITH 2 HOLE LUG.EXRRNAL GROUND ROD.AND• ELD'THE OTHER END TO INE WITH J2/0 SOLID TINNED BCW. Q INDICATES CODED NOTE CONDUCTORS. v' Q SONO PROPOSED GROUND RID TO PROPOSED TRANSFORMER 3. OWNERS REPRESENTATIVE WILL BMW 01DWEDS AND CONDUCT I I-THE PREFERRED LOCATION 7HE TOME PRIOR TO UFO 0OAHEOAX BEND. BONDING 66 A THE BA SE rZ CORN/2/0 SOLD TINNED WN GROUND BAR MERGER TEG.PRIOR 10 BURUL WIOMUY 5 OHMS RESISTANCEANCE OF ON THE ICE BRIDGE DUE TO DIFFKMTY MRL WELDING OR D Q PROPOSED SHELTER GROUND TONG WIN#2/0 SOLIDWN S REQUIRED. ON TO TOWER LEGS CONTRACTOR WALL ADVISE TINNED BCW. 4. DO NOT INSTALL GROUND RING OUTSIDE OF LEASED AREA, CONSRUCIION MANAGER PRIOR TO PLACING CUBE ON DE BRIDGE 6 MOUNTING TO TOM LEG S POSSIBLE. QBOD PROPOSED EQUIPMENT GROUND RING TO PROPOSED S MAKE ALL GROUND CO"CIIONS AS SNORT AND DEW AS 11 BONDING OF THE GROUNDED CONDUCTOR(NEUTRAL)AND THE COMPOUND GROUND RING WITH I2/0 SOLD TINNED BCW POSSIBLE. AVOID SHARP BENDS. ALL BENDS SCOL BE A GROUNDING CONDUCTOR SHALL BE AT THE SERVICE - (TV.OF(2)RACES). MOODY e•RADIUS AND NO GREATER THAN 90 DEGREES. D6WMlECTDD MEANS. BONDING JUMPER SHALL BE QPROPOSED ICE BRIDGE GROUND WITH#2/0 SOLID INSTALLED PER N.EC.MODE 250-30 _ L ,O TINNED BCW. B. ALL CADWEIDS TO BURIED GROUND RIND SHALL L BE THE PARALLEL t 0 545 ti BOD PROPOSED EQUIPMENT GROUND RIG TO PROPOSED TIM EXCEPT FOR THE GROUND RODS MAOI SHALL 8E THE TEE n EQUIPMENT WON J2/0 SOD TINNED BCW. ,2 BOD PROPOSED TOWER E,ROiAfO RING TO PROPOSED CROUID RIND Wml 32/0 SOUO IRNED ocw. ,3 SONO PROPOSED TOWER GROUND FANG TO PROPOSED TOWER WITH!2/0 SOLID TINNED BCW.(TYP.OF(3)PLACES) ,A PROPOSED ANTENNA GROUND WIRE#2/0 SOD TINNED BCW. PRaP'OSFD r-&kw NdPDffASr Tow — CONCREX E0UN9uNr PAD(TIP.) 10 ATS-OSED MESA _ ———.,®;_.-.—•.-®—• '—'-'®--� Q j":• --. • �.•- tT. r -"._ I i CABINET(--) xurrwr. B .. G --=_ 'C" :'ai• �I ' I IDx2o'SPACE FDR �I I I ',p, i�•TI 1 10•.20•SPACE FOR I �" , I FUTURE CARRIER .t I FUTURE CARRIER I t� — —I , ��— I I_ _- — __. _— -- � � V 1�. NORTH ANDOVER 1S 1 y r — — — — — ' I•+ MA1219 L�• I I 125FlAGSIPOR I 10'.PO'SPACEFOR I - NORTH ANDOVERMACIM FUTURE GRdER I i I 10'x20'SPACE FOR I I MANSFORM R(Md x20 • y 10• 'SPACE FOR FUTURE CARRIER I I � FUTURE CARRIER k•—.——- —— 721t,.— PROPOSED 10nQ004 MOTET PAR)ION 10"aE I N G EB�lies mmm BY oT1gR5) G PROPOSED nae»t nw I PAR7NFR5 0=o1NY-0•FENCED COWPOINo AAD it"AREA HA..1ry saes OYtMI Twa Zt GRO NLAYOUT CD GROUNDING GRAPHIC SCALE LAYOUT 10' 5' 0 5' 10, SCALE (11x17): 1" = 10'-0" E3 SCALE (22x34): 1" = 5'-0" 1/4•DMM5 1 STA am STEEL BOLT,NUT AND Two HOLE COPPER E WASHERS GROUND LUG EQUIPMENT g 33/4• 8' IN � 9 SD JUMPER REWIRED ONLY WHEN 11 1/4ANTEN'NA MAX _ -_ ,- C CADWELD 7/8'4 AND LANCER ) CABLE o b I mF /4/0 CROIRND g CABLEWAVE ABLE GROUND IOT GROUND BMR OR CONDUCTOR WEATHERPROOFING WEATHERPROOFING KIT . 0 m DED �2/p EOUD'YFNf (BiOS°OUCOPPER CONWQQC70R /22121) /�yp77BBRRAW((G STRANDED COPPER GROUN)D 4�C li sur CAR ITER MATCH (STANOGARD RGUROUNCABLEWAVE GROUNDWG qT) C' p LL ALL TO �MECHANICAL WERNK TERMINATION SURFACES SIAL.BE TREATED WITH T&B KOPR-WELD CP8 WI-O DITION STANDARD T S P I m COMPOUND. GROUND ROU COPPER CLAD MIOUND KIT OU SEE NATE BELOW.) STEEL 5/8•.x10'-0•LANG ANTENNA CABLE mp.) 1 EQUIPMENT GROUND CONNECTION EQUIPMENT - y1 2' 6' MIN nrF+n G1 n` NO i0 SCALE 2 1/Y 0 MAX ANTENNA /e MIO CABLE I CABLEWAVE I CABLE GROUND KIT COIJUED GROUND WIRE 4 GROUND ROD DETAIL GROUND BAR WEATHERPROOFMC KIT NOT TO SCALE REMOVABLE COVER ... F AW((OGORRSTRANDED COPPER GROUND FINISHED GRADE ST�ANDn1 D CDEAB°LEIYAVVEE CDWdt00UNON�ql) - 14/0 ANC GREEN °7SUIATED 1ODRO1N0 TO ANTENNA CABLE /e ANC FROM ANTENNA COAX GROUND KIT. Hm BAR AS APPROPRIATE ,4m 9 00 NOT INSTAL CABLE GROUND of AT A BEND ALWAYS DIRECT DO DO NOT INSTALL CABLE GROUND qT AT A BEND AND if , - ppp GROUND WIRE DOWN 70 CLceE • �1°I�••• 10 im e DwAETTTi OF GROUND WIRES TO CADWELD ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR,CONNECTION b �SC1tEDULE 40 PVC N RIN X�22'�0 SECTOR GROUND BAR(5) TOWN RNJ&ED ON ANTENNA TOWER 1 H 1 I t I s GROUNDING BARS ®ANTENNAS CABLE GROUND KIT CONNECTION NOT TO SCALE NOT TO SCALE 3 4'6 LOOSE(diAVEI _ RPNax.m. INDGRE BLOTSSppyI�0t0TH W O O O O O OTM GROUND ROD DTCH i ABOVE CONDUCTOR OO O O O O O O O OO O O NORTH ANDOVER -- -- MA1219 /4/0 Awc m cRouND CADWIID �ll-( RING W BOTTOM N AWG BCW(TMP.) •�N/ AWG BCW(TV.) 125 FLAGSHIP OR BAR ONLY) NORIHN!°OVE0.W01NI5 VLI � g 2 INSPECTION SLEEVE DETAIL 5 ANTENNA GROUND WIRE INSTALLATION @5g@tl -- NOT TO SCALE -- NOT TO SCALE NOTES� •� � ++ /CA�py : 1 let 1. COPPER GROUND BAR 1/414'x14' CROUND RUNG •. � 2-HOE CENTERS TO MATCH NEMA DOUBLE /4/0 AWG BCW I7 LUG 0ONFIGINtAT10N. BII�N GROUND BARS AND FOR COAX E2. SD"INSTALLATION FOR TOP AND BOTTOM CAO�WElD(TY�� /0 AWC TO � 1'-B•� �jlp'g WER ENTRY � �__ 2 PORT GROUND BARS' VFRDCA_I POST CONNECTED TO RING VERTICAL POST NOT CONNECTED TO RING 5 4 0 N4IES Rn.4Nems T.VERTICAL POSTS SHALL BE BONDED TO THE RING AT EACH CORNER AND AT EACH "T CD GATE POST.AS A MINIMUM ONE VERTICAL POST SHALL BE BONDED TO THE GROUND RING IN EVERY 100 FOOT STRAIGHT RUN OF FENCE. m 7/is' 0 0 ° LEGEND �+ �;,@ ° ° 2 HORIZONTAL POLES SHALL BE HORDED 10 EACH OTHER.° ° ° 1- TINNED COPPER GROUND BAR,t/4•x 4•x 24'0 ° ° ° 2- INSULATORS(NO INSULATORS ON MOWER) 3.BOND EACH HORIZONTAL POE/BRACE TO EACH OTHER AND TO EACH VERTICAL 0 0 �0 D 3- INSU5/8'LOLL WASHERS INS POST THAT IS BONDED TO THE EXTERIOR GROUND RING. GROUNDING 3 ° o ° -' a ON VER MWNi)HawzaRTu DETAILS 'J 5- 5/8-II x I'H.H.CSBWTs 8 FENCE GROUNDING 3 TINNED GROUND BAR DETAIL -- NO TO SCALE NOT TO SCALE COYI&I/u.GRADE SQUARE'W 6 OW METER CENTER 600 _ AMPS OR E01BVAlENi� - C B'-0' o m 36•x 38•E TELEPHONE FNttOSICLOSU ta'NEEP 01 6 n F2:w 3R TELEPHONE (TTPICAL) 5 11 II WON LNCNABIE HINGED FROM 4� _ 4 AND�OROUN .F.C.LCD Ih PLYWOOD BA&MIX)ARD (IYRC/�L) C200 ANIP METER 66 OISCONINECT : / M a M o M D 7(TTPICAL) Plr600D BACKWARD cillADE 1cFNiEn� J' - - - (OJ-Cl) ^ - OR Em SERI M D M 0 M 0 i mRu TUD410HE ENCLOSURE _--_-_-,. ��FRONT COVER VAILABLE MWA) 4 3 - - - (SHOWN OPEN 'I TELCO '•j / • y I SPACEi i y (3)4•PVC WAM BUS(0F.C.L) .39545 T,PVC - i 13/0 OI,GAO. I I •n:P::��� 11 � RNISHED GRADE i l8(MCAL) / U r-11w ue 8 4'INC (2)4 SM 40 PVC ro POW 120/410 VOLT 52NOE PHASE,3W,600 `•• - r AMP(2 SETS?3/600 KOHL OR 500 I = E@@D ,._- Mw CI L ( To T[DETtwaran -1 i E =)11 -111 1 i I 11- BY LOPOW REWBE11E1F15 — 1 - _ `` 11 = 11 111=1( 1� i!1 h 12 Cu. 11 I I li- _;�I,e!?k'.8&Ft!'1.•. .��.' � 'd. ._. _ r ¢Ti� � Ifill 1=11� .IIOR= Ili 12'DIA N01MAF 4•PC m> 2 4•PC WRN PULL ROPE .` I1ff ' P4.- TO MESA SPAN CABNEF ,L:J.Y J•' ceENTRANCEdoALN _.�•- —. --•—•—•—• ' — -•—•--- NORTH ANDOVER PER— BGND ro MA1219 ur6nr BOAitD SROkTURE ELECTRICAL SIDE OF UTILITY RACK 4•PVC BURIED GROUND RING)- ELBOW 125FL&WHIPOR NORTNMIDOVER LU01845 }2 BARE,SOLD,TINNED PARTS LIST- O.F.C.I. COPPER GROUND RWc ITEM DESCRIPTION OTY. TELCO SIDE OF UTILITY RACK g�p � O 84" x 3.5" O.D. PIPE - 2 + 2 36" INSERT 2 Q VERTICAL MEMBER 9 ) UTILITY RACK DErals ® HORIZONTAL MEMBER 4 _ NOT TO SCAlE: I. UNLESS oTxEaATSE NOTED,ALL UNDERGROUND PVC TO BE SCH 40. Q 3-1/2" O.D. PIPE CAP 2 ty s © 3/8" ANGLE ADAPTOR 38 a ABOVE H 40 PVC TO E sO. DDHm moms g TO BE SCH 40 PC OR SEALTRR1f.VERF7 WRH ODNSIRUL4RN MANAGER PRIOR TO BID. O7 1/2 x 3-5/8 x 5" GALV. U-BOLT ASSY. 8 o wsm•. S. AM WIRE CTOR MESS 4:ERIASES BE SUPPLIED BY CD 08 1/2 x 1-1/2" GALV. BOLT ASSY. 2 BONUNBy SrRlj mN u OTFRABTSE NOTED OR SPEaRm Q9 mmm 3/8 x 3/4" GALV. BOLT ASSY. 38 mm ® •m�N -3 GALV. FLAT WASHER 38 Q TO UOU?(TMONAL SU X� SHOWN)ARE 1813 TM TO MODNF sExvICE eo4E5 TO 11ff vER12YiL NOLBERS. •NOT SHOWN �lLnnK +TO PREVENT CORROSION, ENSURE THAT THE PIPE SLEEVE IS COMPLETELY DEETAIL,S BELOW GROUND LEVEL AND ENCASED IN CONCRETE. antro NwSv E5 \A j 1 1 t l 9 AWcsnsED' b � ; t) _ - ._. '�' c 1 I t 11 EC3 S>t 7 FFA '` ti ;5' t 1 I I I I I l• �� 1, c S II Q ❑! 7 `\ 11,,,�,�,�,, f 00 WETLAND BUFFER �t, I I I ' '�.•. .. ••.a. , , /'^`"'`"�"F100OA FOM PARFNUMJIYERS IY' — I I (—. OC WV M Aim TEW40) wr IOGDOY ro BE DE7FAfYEDw ) POLE�E ,1tlSRNG tIRUTY Sas _, 1 1 _ FWOPOSFO 140 FLOBOA /� ! /1 I�� ,;•• /',%r—r i'1 tI 1 1, !, TDum vuRNEW MONO-CLE.-- 4 DNO-CLE.!< or 0A/fFS) CRA55 ANO MULCH A11 DISTURBED MFRS. E%ISUNG AYEMGA:TREE 1 1 11 y 1 > 0 D$RY-0"FfR6>D AND LE45r ARU PROPOSED r-uJ�kcH4E AFORTWAS I �., .� � 1 I t, �/I �••.•c'i 1 � • 9 i 1� I II ) !/ / NORTH ANDOVER 9-TALL 125FAGSXIPOR !_!� 7_ �.1 I .� ..�: •1j I 1 :,:.t` ' I 11 I I i C6 ( NORTHMWYERMA07W FWCPDSED euuTs DrTFaruEAxrFc 1 ' t i CD s Ta. GRADING BASEIARPDNG PREPARED FROM INFDRYA00N 1 GRADING PLAN GRAPHIC SCALE PLAN OBTAINED AT A SITE WMX BY INFINIGY SCALE 20' 10' p 10' 20' ENGINEERING ON 04/20/10.INFORMATION PROVIDED BY FLORIDA TOMB PARTNERS,AND A SUREy COMPLETED BY VS LAND DATA DATEDS/1,3/10. 0. SCALE(1107): 1" = 20'-0" EC1 SCALE (2204): 1" = 10'-0" GRADING & EXCAVATING NOTES: GENERAL EROSION & SEDIMENT CONTROL NOTES: VEGETATIVE SCHEDULE 1. ALL EXCAVATIONS ON WHICH CONCRETE IS TO BE PLACED SHALL BE SUBSTANTIALLY 1• THE SOIL EROSION AND SEDIMENT CONTROL MEASURES AND DETAILS AS SHOWN SPECIES RATE/1000 S.F. DATE W HORIZONTAL ON UNDISTURBED AND UNFROZEN SOIL AND BE FREE FROM LOOSE SERIN AND FOLLOWESTIPULATD A WITHIN STATE STANDARDS .� MATERIAL AND IXCISS GROUNDWATER.DEWATERING FOR EXCESS GROUNDWATER SHALL BE f'OLL0IVEV MID INSTALLED W A MANNER 50 AS 70 TALL FESCUE GRASS 1.0/ APR0.1-OCTBOER 1S C YININIZE SEDIMENT LEAVING THE SITE. SHALL BE PROVIDED IF REQUIRED. 2. PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITY,THE SERILESPEOELI SEED BEARING NAY 140/ OCTOBER 1-MA15 C o 2. CONCRETE FOUNDATIONS SHALL N ..OT BE PLACED ON ORGANIC MATERIAIF SOUND UNITS OF LAND DISTURBANCE SHALL BE CLEARLY AND 'MRN OVERSEEOWG WEEPING LOVEGP/SS 0.2 MARCH 1RCH 5-MAY 1 SOIL IS NOT REACHED AT THE DESIGNATED EXCAVATION DEPTH,THE ACCURATELY DEMARCATED WITH STAKES.RIBBONS.OR FERTILIZER MIX o>> UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE OTHER APPROPRIATE MEANS. •� m L 6m REPLACED WITH MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE 3. EROSION CONTROL DEVICES SHALL BE INSTALLED BEFORE GROUND APPLICATION N. #/ACRE P�Oe, `/ACRE K20, /ACRE N,TOP DRESSING EXCAVATION BE FILLED WITH CONCRETE OF THE SAME QUALITY SPECIFIED FOR THE DISTURBANCE OCCURS. THE LOCATION OF SOME OF THE EROSION L,I—_ FOUNDATION. CONTROL DEWCES MAY HAVE TO BE ALTERED FROM SHOWN ON THE S. ANY EXCAVATION OVER THE REQIRRED DEPTH SMALL BE FILLED WITH EITHER Nal BO-90 720-160 120-180 60 APPROVED PLANS IF DRAINAGE PATTERNS WRING CONSTRUCTION ARE Ol MECHANICALLY COMPACTED GRANULAR MATERIAL OR CONCRETE OF THE SAME DIFFERENT FROM THE FINAL PROPOSED DRAINAGE PATTERNS. RIS THE 2nd 60 120 120 - C QUALITY SPECIFIED FOR THE FOUNDATION.CRUSHED STONE MAY BE USED TO CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR STABILIZE THE BOTTOM OF THE EXCAVATION.STONE,IF USED.SHALL NOT BE USED ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES WRING CONSTRUCTION. 1IM AS COMPILING CONCRETE THICKNESS. ANY DIFFICULTY IN CONTROLLING EROSION DURING ANY PHASE OF _GRASS AND MULCH ALL DISTURBED AREAS CONSTRUCTION SHALL.BE REPORTED TO THE ENGINEER IMMEDIATELY. 4. AFTER COMPLETION OF THE FOUNDATION AND OTHER CONSTRUCTION MOW 4. THE LOCATION OF SOME OF THE EROSION CONTROL DEVICES HYDRAULIC SEEDING EQUIPMENT ~ GRADE.AND BEFORE BACKFIWNG,ALL EXCAVATIONS SHALL BE CLEAN OF MAY HAVE TO BE ALTERED FROM THAT SHOWN ON THE UNSUITABLE MATERIAL SUCH AS VEGETATION,TRASH,DEBRIS,AND SO FORTH. PLANS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE WHEN HYDRAULIC SEEDING AND FERTILIZING EQUIPMENT IS USED,NO GRADING AND SHAPING OR DIFFERENT FROM THE FINAL PROPOSED DRANAGE PATTERNS. SEEDBED PREPARATION WILL BE REWIRED. THE FERTILIZER,SEW AND WOOD CELLULOSE FIBER 5. -USE APPROVED MATERIALS CONSISTING OF EARTH,LOAM,SANDY CLAY,SAND ANY DIFFICULTY IN CONTROLLING EROSION WRING ANY POSE MULCH WILL BE MIXED WITH WATER AND APPUED IN A SLURRY. ALL SLURRY INGIREDIENIS MUST t :BE FREE FROM CADS OR STONES OVER 2-1/2'MAXIMUM DIMENSIONS OF CONSTRUCTION SHALL BE REPORTED TO THE ENGINEER BE COMBINED TO FORM A HOMOGENEOUS MIXTURE.AND SPREAD UNIFORMLY OVER THE AREA -BE PLACED IN 6'LAYERS AND COMPACTED TO 95X STANDARD PROCTOR IMMEDIATELY. WITHIN ONE HOUR AFTER MIXTURE IS MADE STRAW OR HAY MULCH AND ASPHALT EMULSION t" GA5 EXCEPT IN GRASSED/LANDSCAPED AREAS.WHERE BOAC STANDARD PROCTOR 5. CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES UNTIL WILL BE APPLIED WITH BLOWER-TYPE MULCH SPREADING EQUIPMENT WITHIN 24 HOURS AFTER PERMANENT VEGETATION HAS BEEN ESTABLISHED. CONTRACTOR SHALL SEWING, THE MULCH WILL BE SPREAD UNIFORMLY OVER THE AREA LEAVING ABOUT 25 X71.y�A,i4�S & REMOVE ALL VEGETATION,TOPSOIL.DEBRIS,WET AND UNSATISFACTORY SOIL CLEAN OUT ALL SEDIMENT PONDS WHEN REQUIRED BY THE ENGINEER OR PERCENT OF THE GROUND SURFACE EXPOSED. MATERIALS.OBSTRUCTIONS,AND DELETERIOUS MATERIAS FROM GROUND SURFACE THE LOCAL JURISDICTION INSPECTOR. CONTRACTOR SHALL INSPECT EROSION PRIOR TL PLACING FILLS.PLOW,STRIP. BREAK UP STARED SURFACES STEEPER THAN CONTROL MEASURES AT THE END OF EACH WORKING DAY TO ENSURE COFNENTIONAL SEEING EQUIPMENTTHAN 1 VERTICAL.TO 4 HORIZONTAL SO FILL MATERIA.WILL BOND WITH EXISTING SURFACE. MEASURES ARE FUNCTIONING PROPERLY. '^"�mn GRADE SHAPE AND SMOOTH WHERE NEEDED TO PROVIDE FOR SATE EQUIPMENT I OPERATION AT I WILL WHEN THAT REQ OR EXISTING GROUND SURFACE TO RECEIVE FILL HAS A DENSITYREQUIRE LESS 6. THE CONTRACTOR SMALL REMOVE OP OF THE 50.E WHEN SEEDING TIME AND FOR OVER THE AREA PURPOSES. THE LIME AND FERTILIZER R DRY FORM WILL THAN THAT REQUIRED FOR FILL,BREAK UP GROUND SURFACE TO DEPTH REQUIRED, THE SILT IS WITHIN 12'OF THE NOP Of THE SILT FENCE. BE SPREAD UNIFORMLY OVER THE AREA IMMEDIATELY BEFORE SEEDBED PREPARATION. A PULVERIZE,MOISTURE-CONDITION OR AERATE SOIL AND RECOMPACT TO REQUIRED 7. FAILURE TO INSTAL OPERATE OR MAINTAIN AL EROSION SEEDBED WILL BE PREPARED BY SCARIFYING TO A DEPTH OF i TO 4 INCHES AS DETERMINED DENSITY. CONTROL MEASURES WILL RESULT IN AL CONSTRUCTION ON SITE THE SEEDBED MUST BE WELL PULVERIZED,SMOOTHED AND FIRMED. SEEDING WILL BEING STOPPED ON THE JOB SITE UNTIL SUCH MEASURES ARE BE DONE WITH CULTWACKER-SEEDER,DRILL.ROTARY SEEDER OR OTHER MECHANICAL OR HAND 7. PROTECT EDUSTINO GRAVEL SURFACING AND SUBGRADE IN AREAS WHERE EQUIPMENT LOADS CORRECTED. SEEDER. SEW WILL BE DISTRIBUTED UNIFORMLY OVER A FRESHLY PREPARED SEEDBED AND _ WILL OPERATE.USE PLANKING OR OTHER SUITABLE MATERIALS DESIGNED TO SPREAD EQUIPMENT . BARRIERS TO BE PACED AT DOWNSTREAM TOE OF ALL COVERED LIGHTLY. WITHIN 24 HOURS AFTER SEEDING,STRAW OR HAY MULCH WILL BE SPREAD 8SILT B LOADS,ROAR DAMAGE TO EXISTING GRAVEL SURFACING OR SUBGRADE WHERE SUCH CUT AND FILL SLOPES. UNIFORMLY OVER THE AREA LEADING ABOUT 25 PERCENT OF THE GROUND SURFACE EXPOSED. • ��� DAMAGE S DUE TO THE CONTRACTOR'S OPERATIONS.DAMAGED GRAVEL SURFACING MULCH WILL BE SPREAD WITH BLOWER-TYPE MULCH EQUIPMENT OR BY HAND AND ANCHORIN. SHALL BE RESTORED TO MATCH THE ADJACENT UNDAMAGED GRAVEL SURFACING AND 9. AL CUT AND FILL SLOPES MUST BE SURFACED ROUGHENED AND IMMEDIATELY ALTER IT IS SPREAD. A DISK HARROW WITH THE DISK SET STRAIGHT OR A SPECIAL_ SMALL BE OF THE SAME THICKNESS. VEGETATED WITHIN SEVEN(7)DAYS OF THEIR CONSTRUCTION. PACKER DISK MAY BE USED TO PRESS THE MULCH INTO THE 5014 10. CONTRACTOR SHALL REMOVE AL EROSION&SEDIMENT CONTROL & REPLACE EXISTING GRAVEL SURFACING ON AREAS FROM WHICH GRAVEL SURFACING IS MEASURES AFTER COMPLETION OF CONSTRUCTION AND AEH4Nw4w REMOVED WRING CONSTRUCTION OPERATIONS.GRAVEL SURFACING SHALL BE REPLACED ESTABLISHMENT OF PERMANENT GROUND COVER. TO MATCH EXISTING ADJACENT GRAVEL SURFACING AND SHALL BE OF THE SAME 11. THE ESCAPE OF SEDIMENT FROM THE SITE THICKNESS.SURFACES OF GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES. SHALL BE PREVENTED BY THE INSTALLATION OF EROSION CONTROL ° EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED IF INJURIOUS MEASURES AND PRACTICES PRIOR TO.OR CONCURRENT WITH, AMOUNTS OF EARTH,ORGANIC MATTER,OR OTHER DELEIERIOUS MATERIALS ARE REMOVED LAND-DISTURBING ACTIVITIES. PRIOR TO REUSE FURNISH ALL ADDITIONAL GRAVEL RESURFACING MATERIAL AS REQUIRED. NORTH ANDOVER BEFORE GRAVEL SURFACING IS REPLACED,SUSGRADE SHALL BE GRADED TO CONFORM TO MA1219 . REQUIRED SUBGRADE ELEVATIONS,AND LOOSE OR DISTURBED MATERIALS SHALL BE THOROUGHLY COMPACTED.DEPRESSIONS IN THE SUBGRADE SHALL BE FILLED AND COMPACTED WITH APPROVED SELECTED MATERIAL.GRAVEL SURFACING MATERIA.MAY BE USED 125 RAGSHP DR FOR FILLING DEPRESSIONS IN THE SUBGRADE,SUBJECT TO ENGINEER'S APPROVAL NOMANDDVEIAMAIM110 S. DAMAGETO EXISTING STRUCTURES AND UTILITIES RESULTING FROM CONTRACTOR'S NEGLIGENCE SHALL B E REPAIRED/REPLACED TO OWNER'S SATISFACTION AT CONTRACTOR'S EXPENSE. °a 10. CONTRACTOR g SMALL COORDINATE THE CONSTRUCTION SCHEDULE WITH PROPERTY OWNER$O AS TO AVOID INTERRUPTIONS TO PROPERTY OWNER'S OPERATIONS. MR � 11. ENSURE POSITIVE DRAINAGE DURING AND AFTER COMPLETION OF CONSTRUCTION. CC�IB 12. ALL CUT AND FILL SLOPES SHALL BE MAXIMUM 2 HORIZONTAL TO 1 VERTICAL. '\8 tt@;;�BbteBg9 13. CONTACTOR SHAT BE RESPONSIBLE FOR MONITORING SITE VEHICLE TRAFFIC AS TO NOT ALLOW VEHICLES LEAVING THE SITE TO TRACK tttlll@@ MUD ONTO PUBUC STREETS. THE CONTRACTOR IS RESPONSIBLE 81§ e FOR CLEANING PUBLIC STREETS DUE TO MUDDY VEHICLES LEAVING THE SITE. 1 g�� A4 CDHrF gym, 0—ft— GRADING NOTES& DETAILS EC2 ALI V�O c Ike - WIRE FENCE-WHERE REQUIRED EXISTING ROAD C COMMERCIAL TYPE C ELT FABRIC ON c m UPSTREAM SIDE OF FENCE CONSTRUCTION NOTES FOR FABRICATED SILT FENCE s0• •„�,�'.'. 1-0 •� DIRECTION 1.WOVEN WIRE FENCE TO BE FASTENED SECURELY POSTS:STEEL EITHER T OR U MIN OF FLOW TO FENCE POSTS WITH WARE TIES OR STAPLES. TYPE. 2.FILTER CLOTH TO BE FASTENED SECURELY TO FENCE WOVEN WIRE, 14 GA WOVEN WIRE FENCE WITH TIES SPACED 6'MAX.MESH OPENING. 2•_p• q M1 EVERT 24'AT TOP AND MID SECTION. 6'MIN, MIN 3.WHEN TWO SECTIONS OF FILTER CLOTH FILTER CLOTH:FILTER X.MIRAFI TOOX'ADJOIN EACH OTHER THEY SMALL BE _ �.:5 GROUNDUNE LAPPED BY SIX INCHES AND FOLDED,OVERAPPROVED EQUAL OR #Z STOASTM CNE 3 �� NOTE: � GEOTEXRLE p -. 4.MAINTENANCE SWILL BE PERFORMED AS PREFABRICATED UNIT:CEOFAB. U 1.DIG TRENCH / TT.\N- NEEDED AND MATERREMOVED WHEN ENNROFENCE OR APPROVED NDERUNER 2.LAY IN FABRIC TO MATERIAL�II 6 'BULGES'DEVELOP IN THE ELT FENCE. EQUAL. BOTTOM OF TRENCH 2—\CONSTRUCTION EXIT DETAIL 3.BACKFILL TRENCH. 5.ALL ELT FENCE MATERIALS MUST BE - NOT TO SCALE COVERING FABRIC 0. LISTED ON THE CURRENT STATES.O.O.T. - Y' OUAUFIEO PRODUCTS LIST. /-l- SILT FENCE DETAIL o.wc_ao_ NOT TO SCALE ,u NORTH ANDOVER MA1219 I23RAGSWGOR NORMANDOVEKMAOIM CUT SLOPE OYP) r--_PROXIMATE EXISTING GRADE 1 1x' t� A FILL SLOPE(TmJ -� u� 3 MIN. ` 2R t ° 1 _ �TS 3 MIN B g�W mmvp6ms COMPACTED S E• ws CD FREE FROM TOPSOIL AND ORGANICS COMPACTED SELECT FILL WHERE REQUIRED °iwOTBY 6'(MIN.)GRAVEL CIVIL DETAILS 4i�DRNEWAY SECTION — CROWNED NOT TO SCALE EC3 NORTH TO" of e Andover .. . 0 o , dover, Mass., Y O '- LAKE CO C H IC HE WICK S R-4TE� 5 BOARD OF HEALTH Food/Kitchen PE� RMIT T D Septic System BUILDING INSPECTOR 44 ..0 THIS CERTIFIES THATWag............... ....../4.0.4. ............��....... .......���...... / ..••aoi././f.................................... Foundation has permission to erect........................................ buildings on ........................., ................../................................................ Rough to be occupied as... �:......�1 G...../....:......................f�:.C��,��.f-:..1�' ,...¢�r�/.........���.:.�f/,,"......f.. .s�Xy'°Y' provided that the person accepting this permit shall in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR. UNLESS CONSTRUCTIONS ARTS Rough �`�'O�1 �/ ................................... Service ............................................................... BUILDING INSPECTOR Final Occupancy Permit Required to Oca py Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do, Not Remove Final No Lathing or Dry Wall To Be Done FIRE-DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det.