Loading...
HomeMy WebLinkAbout08-08 Design PlanI ! NANDOAH Tower Service, Ltd. ENGINEER PATTON, HARRIS. RUST & ASSOCIATES P.O 80Y 46 116 N. MAIN STREET BRIDGEWATER, VA 22812 JOHN D. RENO - PROJECT MANAGER P40) 828-2616 - PHONE 40) 828-6437 - FAY SHEET NUMFIFR IR CONDITIONING MGR MANAGER S -I DJUSTABLE MIN MINIMUM S-3 BOVE FINISH FLOOR MISC MISCELLANEOUS FAPPR.'l PPROXIMATELYMERICAN E-2 ELECTRICAL DETAILS E-3 SOCIETY FOR N NORTH SHEETINDEX ESTING AND MATERIALS NA NOT APPLICABLE MERICAN WIRE GAUGE NIC NOT IN CONTRACT BLDG BUILDING NTS NOT TO SCALE BLK BLOCKOC,aA ON CENTER BMR BASE MOBILE RADIO 00 OUTSIDE DIAMETER B/S BUILDING STANDARD OPG OPENING CLC CEILING Opp OPPOSITE CLR CLEAR PLYWO PLYWOOD CONC CONCRETE PR PAIR CONST CONSTRUCTION PROD PROJECT CONT CONTINUOUS PROP PROPERTY PT PRESSURE TREATED DBL DOUBLE ' Ow, 0 DIAMETER REO'D REQUIRED DWG DIAGONAL RM ROOM DIM DIMENSION FIGROUGH OPENING ON DOWN OTL,DETL DETAIL S SOUTH DWG DRAWING SHT SHEET SIMSIMILAR E EAST SPEC SPECIFICATION FA EACH 50 SQUARE EL.ELEV ELEVATION SS STAINLESS STEEL ELECT ELECTRICAL STL STEEL EO EQUAL STRUCT STRUCTURAL EQUIP EQUIPMENT SUSP SUSPENDED EW EACH WAY SV SHEET VINYL EXIST EYISTING EYT EYTERIOR THRU THROUGH TNND TINNED FINFINISH TOC TOP OF CONCRETE FLUOR FLUORESCENT TOM TOP OF MASONRY FLR FLOOR TYP TYPICAL FT FOOT GACAUGE UBC UNIFORM BUILDING GALV GALVANIZE(D)E(D) UNO DOLE UNLESS NOTED GC GRND GENERAL CONTRACTOR GROUND OTHERWISE GWBGYPSUM WALL BOARD VERT VERTICAL GYP BO GYPSUM BOARD NF VERIFY IN FIELD HARD'WD HARDWOOD VI VINYL TILE HORIZ HORIZONTAL W ,NEST HR HOUR W/ WITH HT HEIGHT WIN WINDOW HVAC HEATING, VENTING &. W/p WITHOUT NR CONDRIONING WP WATERPROOF IDINSIDE DIA. N INCH INFO INFORMATION INSUL, INSULATION INT INTERIOR t ANGLE LB(S) POUNO(S) & AND MAX MAYIMUM Q CENTER LINE MECH MECHANICAL It PROPERTY LINE MET.MTL METAL ® AT MFR MANUFACTURER III NUMBER © REVISION � DETAIL REFERENCE 0 KEY NOTE V' ELEVATION REFERENCE Fl—()Ol ROOM NUMBER 0 KEYED NOTE V SECTION REFERENCE ABBREVIATIONS AND SYMBOLS ENGINEER PATTON, HARRIS. RUST & ASSOCIATES P.O 80Y 46 116 N. MAIN STREET BRIDGEWATER, VA 22812 JOHN D. RENO - PROJECT MANAGER P40) 828-2616 - PHONE 40) 828-6437 - FAY SHEET NUMFIFR DESCRIPTION T-1 TITLE SHEET S -I GENERAL NOTES AND SPECIFICATIONS S-2 TOWER LOCATION PLAN S-3 SITE PLAN AND ELEVATION S-4 SECTIONS & DETAILS E-1 ELECTRICAL DETAILS E-2 ELECTRICAL DETAILS E-3 ELECTRICAL DETAILS E-4 ELECTRICAL NOTES SHEETINDEX PROJECT NANAGER: - CONSTRUCTION MANAGER: - NETWORK OPERATIONS MANAGER: - NATIONAL DIRECTOR MANAGER: - SIGNATORF J1gTF APPROVED BY WASHINGTON GAS SITE NAME WASHINGTON GAS SITE N IMP R EIIE ADDRESS 350 HILLANDALE LANE WINCHESTER. VA, 22602 SITE OWNER WASHINGTON GAS 350 HILLANDALE LANE WINCHESTER ,VA. 22602 1-888-816-7436 - PHONE (540) 932-2381 - FAX APPLICANT WASHINGTON GAS 350 HILLANDALE LANE WINCHESTER, VA. 22602 1-888-816-7436 - PHONE (540) 932-2381 - FAX GENERAL INFORMATION LATITUDE - N 39' 07' 32' LONGITUDE --W 78' 11' 06" ELEVATION - 748.0' t AM5L AT BASE PROJECT 350 HILLANDALE LANE WINCHESTER, VA. 22602 PARCEL NUMBER T.M. 63 ((2)) B ZONING JURISDICTION FREDERICK COUNTY 22NING CIASS M1 ULL12 BOOK & PAGE D B- 380 PG. 239 FEMA FIOOO PLANE LANDOWNER: �A VEE DATE LANDOWNER APPROVAL IF I ✓JOHN D. RENO No. 32989 6%_ 6Z� 'SSNONAL - A—P /`�7q/ Memo.ial P.,k � v - ) jja �7 VICINITY MAP PROJECT DESCRIPTION THE PROJECT INCLUDES: INSTALLATION OF MONOPOLE TOWER AND RE -LOCATION OF DISH AND GROUND PLANE ANTENNAS. NO WATER SUPPLY OR SEWAGE RUN TO SITE PROJECT DESCRIPTION SIGNATURE DATE MUNICIPAL APPROVAL SITE DIRECTIONS: FROM THE 1-64 & 1-81 INTERCHANGE PROCEED NORTH ON 1-81 FOR APPROX, 89 MILES TO EYIT 310, AT TOP OF EXIT RAMP TURN RIGHT ONTO RT. 37, TAKE IMEDIATE LEFT ONTO HILLANOALE LANE. PROCEED ON HILLANDALE LANE FOR APPROX, .15 MILES. WASHINGTON GAS NLL BE ON YOUR RIGHT, SITE IS ON BAOKSIOE OF BUILOWG DIRECTIONS TO SITE SIGNATURE ppm INSPECTOR APPROVAL _ JNANDOAH ower Service, Lid. Post Office Box 9S6 Staunton, VA. 24402 1-888-816-7436 > a> I $g a� 'v n O g m zi 6 Al N .m m� N 5� a a C. Y I o o� 01100 Q. 1u =99 ALL DRAWINGS AND WRITTEN MATERIAL CONTNNEE HUM ARE RE PROPERTY OF PHR d A AND MAT NOT RE ENIPUCATED, USED OR OISCLM WITHOUT THE WRITTEN CONSENT OF PHR A A RELEASE 057E 06/29/02 06/06/02 PRELIMINARY 07/02/02 REVISED FINAL REVISIONS ND, DATE QQ 08/19/02 REVISED PER COMMENTS PROPERTY OF THE OWNER IT R PRODUCED SOLEL FOR USE BY THE OWER AND ITS AFFILIATES REPRODUCTION OR USE OF THIS DRAWING AND/OR THE NFORMARON CONTAINED IN IT IS FI$IBWIDEN NMI THE VOTTEN PERMISSION OF THE OWNER DRAWN BY: J, FLAXMAN CHECKED Sm J. RENO 517E WYE WASHINGTON GAS SRE NUMBER SITE ADDRESS 350 HILLANDALE LANE WINCHESTER, VA. 22602 SHEET TTTLE TITLE SHEET SHEET NUMBER T-1 PLOT SCALE: 1-20 13 X Ag AIR CONDITIONING MGR MANAGER ADJ ADJUSTABLE MIN MINIMUM AFF ABOVE FINISH FLOOR MISC MISCELLANEOUS APPROX APPROXIMATELY W 0a ASTM AMERICAN SOCIETY FOR N NORTH TESTING AND MATERIALS NA NOT APPLICABLE AWG AMERICAN WIRE GAUGE NIC NOT IN CONTRACT NTS NOT TO SCALE BLDG BUILDING BIL( BLOCK CC,o/c ON CENTER BMR BASE MOBILE RADIO OD OUTSIDE DIAMETER B/S BUILDING STANDARD OPG OPENING OPP OPPOSITE C C OC R CUR CLEAR PLYWD PLYWOOD CONC CONCRETE PR PAIR CONST CONSTRUCTION PROJ PROJECT CC CONT CONTINUOUS PROP PROPERTY PT PRESSURE TREATED DBL DOUBLE DIA, D DIAMETER REOT REQUIRED DIAD DIAGONAL RM ROOM DIM DIMENSION RO ROUGH OPENING ON DOWN DTL,OETL DETAIL S SOUTH OWG DRAWING SHT SHEET SIM SIMILAR E EAST SPEC SPECIFICATION EA EACH S0 SQUARE EL,ELEV ELEVATION SS STAINLESS STEEL ELECT ELECTRICAL STL STEEL EQ EQUAL STRUCT STRUCTURAL EQUIP EQUIPMENT SUSP SUSPENDED EW EACH WAY SV SHEET VINYL EXIST EXISTING EXT EXTERIOR THRU THROUGH TNND TINNED FIN FINISH TOC TOP OF CONCRETE FLUOR FLUORESCENT TOM TOP OF MASONRY FUR FLOOR TYP TYPICAL FT FOOT UBC UNIFORM BUILDING CA GE CODE GALV GALUVANIZE(D) UNO UNLESS NOTED GC GENERA CONTRACTOR OTHERWISE GRND GROUND GWB GYPSUM WALL BOARD VERT VERTICAL GYP BD GYPSUM BOARD VIF VERIFY IN FIELD VT VINYL TILE HARD WD HARDWOOD HORIZ HORIZONTAL W WEST HR HOUR W/ WITH HI HEIGHT WIN WINDOW HVAC HEATING, VENTING & W WITHOUT AR CONDITIONING WATERPROOF IDN IDEDIA. N INCH INFO INFORMATION INSUL INSULATION INT INTERIOR .4 ANGLE LB(S) POUND(S) & AND - Q CENTER UNE LL MAX MAXIMUM PROPERTY UNE MECH ME'T,MTL MECHANICAL METAL O AT MFR MANUFACTURER ii NUMBER II REVISION MIL- DETAIL REFERENCE QI KEY NOTE ELEVATION REFERENCE F-lMj ROOM NUMBER - SECTION REFERENCE 5 KEYED NOTE ,= ABBREVIATIONS AND SYMBOLS LL a WASHINGTON GAS 350 HILLANDALE LANE WINCHESTER, VA. 22602 ENGINEER PATTON. HARRIS. RUST & ASSOCIATES 401 EAST MARKET STREET, SUITE 209 CHARLOTTESVILLE, VA. 22901 JOHN D. RENO - PROJECT MANAGER (434) 295-3130 - PHONE (434) 295-3005 - FAX SHFET NUMRFR DESCRIPTION T-1 TITLE SHEET S-1 SITE PLAN AND ELEVATION SHEETINDEX PROJECT MANAGER: - CONSTRUCTION MANAGER: - NETWORK OPERATIONS MANAGER: - NATIONAL DIRECTOR MANAGER; - SI .NAT IR DATE SITE NAME WASHINGTON GAS SITE NUMBER SITE ADORES 350 HILLANDALE LANE WINCHESTER, VA. 22602 SITE OWNER WASHINGTON GAS 350 HILLANDALELANE WINCHESTER, VA. 22602 1-888-818-7438 - PHONE (540) 932-2381 - FAX APPLICANT WASHINGTON GAS 350 HILLANDALE LANE WINCHESTER, VA 22602 1-888-816-7435 - PHONE (540) 932-2381 - FAX RFNFRAI INFORMATION LATITUDE - N 39' 07' 32' LONGITUDE - W 78' 11' 06" ELEVATION - 748.0' t AMSL AT BASI ECT PARCEL NUMBER T,M. 63 ((2)) B MAGE57ERIAL DIMRICT SHAWNEE ZONING JURISDICTION FREDERICK COUNTY ZONING CLASS M1 DEED BOOK & PAGE O.B. 380 PG. 239 F MAFOOD PAN N/A LANDOWNER: SIGNATURE DATE LANDOWNER APPROVAL O 7' JOHN D. RENO Lie. No. 32989 a- ksJQNAL E � 4 Yr s 50 644 I'F' ` Cj} Memorial Park - 7 fir/) J PRH'ONCP ONCL UDES: RE -LOCATION OF DISH NO WATER SUPPLY OR SEWAGE RUN TO SITE DESCRI SITE PLAN IS VAUD FOR 5 YEARS 51 • AT IRF �AIE ZONING ADMINISTRATOR APPROVAL SITE DIRECTIONS: FROM THE 1-84 & 1-81 INTERCHANGE PROCEED NORTH ON 1-81 FOR APPROX. B9 MILES TO EXIT 310. AT TOP OF EMI RAMP TURN RIGHT ONTO RT. 37. TAKE ]MEDIATE LEFT ONTO HILLANDALE LANE. PROCEED ON HILLANDALE LANE FOR APPROX .25 M0.ES WASHINGTON CAS MLLL BE ON YOUR RIGHT, $ITE IS ON BACKSIDE OF BUILDING. DIRECTIONS TO SITE SI • AT ]R �ATi INSPECTOR APPROVAL J s d •'1 QQ Q � N (m W 0a Ni 3 ALL DRA*4 S AND 0TTEN MATERIAL CONTAINED NOW ARE THE PROPERTY OF MR & A AND MAT NOT BE DUPUCATED, USED OR DISCLOSED VrdBUT THE NUITEN CONSENT OF PNR & A ROiME DATE 05/29/02 06/06/02 PRELIMINARY 07/02/02 REVISED FINAL 04/09/08 REVISED FINAL mom ND. DATE 1 08/19/02 REVISED PER COMMENTS ® 12/03/02 REVISED PER COMMENTS 01/13/03 REVISED PER COMMENTS PROPERTY OF THE DINNER. R IS PRODUCED SOLELY FOR USE BY THE OVER AND M AFFTUAIE$ REPRODUCTION OR USE OF THIS DRA 9 AND/DR THE INFORMATION WNTAMNFD N IT IS FORBIDDEN M IHOUT TIE MUM PERMISSION OF THE OWNER. DRAWN BY: R. ESTES CHECKED BY: J. RENO SLATE NMIE WASHINGTON GAS S1<E WIMBER SITE A)ORESS 350 HILLANDALE LANE WINCHESTER, VA. 22602 SHEET TOTE TITLE SHEET SHEET NUMBER T-1 PLOT xALE: 1-20 NOTES: 1. ADVERTISING SHALL BE PROHIBITED ON THE FACILITY EXCEPT FOR SIGNAGE PROVIDING OWNERSHIP IDENTIFICATION AND EMERGENCY INFORMATION, NO MORE THAN TWO SIGNS SHALL BE PERMITTED AND THEY SHALL BE LIMITED TO 1.5 SQ. FT. IN SIZE AN NO HIGHER THAN 10 FEET ABOVE GRADE, 2. TELECOMMUNICATION FACILITY SHALL BE CONSTRUCTED WITH MATERIALS OF GALVANIZED FINISH OR PAINTED A NONCONTRASTING BLUE OR GRAY UNLESS OTHERWISE MANDATED BY THE FEDERAL AVIATION ADMINISTRATION OR FEDERAL COMMUNICATION COMMISSION. GRAPHIC SCALE 20 0 10 20 40 I I I i .. I inch = 20' ft N -PROP. 8' TALL WOODEN PRIVACY FENCE Ris "4 d........ 0. , 4- 1pe `PROP. 180' MONOPOLE TOWER 1 SITE PLAN S-1 SCALE: 1" = 10' h __ry FUTURE LOCATION OF METERBOARD ALTH OF OHN D. RENO Licc.. No. 32989 k'Si.4PIN AL 0V LL C a C c LL C C CL C a a LL C c I C a STOP OF PROPOStD MONOPOLE ELEVAi10N 928.0± RAD CENOF DISHES ELETER VATION 925.0± 2 MONOPOLE TOWER ELEVATION $— I SCALE: N.T.S. ALL DRAWING5 AND vaTTEN MALE W CONTAINED HEREIN ARE 1HE PROPERTY OF PHR h A ANA) MAT NOT BE DUPLICATE), USED OR DISCLOSED WITHOUT THE WHEN CroMSFNT OF PHR & A REIEASE DATE 05/29/02 06/06/02 PRELIMINARY 07/02/02 REVISED FINAL 04/09/08 REVISED FINAL REMSIONS NO. DATE 07/02/02 REVISED PER COMMENTS 12/03/02 FREMSED PER COMMENTS01/13/03 SED PERCOMAENIS 04/09/)6 9/06 PROPERTY OF THE OWNER. R tS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFIUAMS, REPROO C OR USE OF THIS DRAW APA/OR THE INFOFOUTnON CONTAINED 91 IT IS FOR81 S WGTHOUT THE WRNTIEN PEON OF THE OWNER DRAWN BY: R. ESTES CHECIG:D B1': J. RENO FRE NAME WASHINGTON GAS F_ _--km NUI®EN srrE ADORE55 350 HILLANDALE LANE WINCHESTER, VA. 22802 SHEET TOLE SITE PLAN AND ELEVATION EEE7 NUMBER S-1 PLOT swL. 1-20 IIFIITF11VIVI9 1. J)1M114UHKU t NUVIJIUIVJ GENERAL NOTES I. DRAWINGS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE DIAGRAMMATIC ONLY. THE WORK INDICATED ON THE DRAWINGS SHALL INCLUDE FURNISHING MATERIALS. EQUIPMENT AND APPURTENANCES, AND LABOR NECESSARY TO COMPLETE THE WORK. VERIFY ALL EQUIPMENT LOCATIONS WITH PROJECT MANAGER. 2. PRIOR TO SUBMITTING A BID, THE CONTRACTOR SHALL VISIT THE JOB SITE AND BECOME FAMILIAR WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT, INCLUDING DEMOLITION, MECHANICAL AND ELECTRICAL INSTALLATIONS AND SHALL ADJUST BID ACCORDINGLY. 3. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS ON THE JOB SITE AND CONFIRM THAT WORK AS INDICATED ON THE CONSTRUCTION DOCUMENTS (ALSO KNOWN AS CONSTRUCTION PLANS) CAN BE ACCOMPLISHED AS SHOWN BEFORE PROCEEDING. 4. NOTIFY PROJECT MANAGER OF ANY MAJOR DISCREPANCY REGARDING THE CONTRACT DOCUMENTS, EXISTING CONDITIONS, AND OR DESIGN INTENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THIS CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK OR RELATED WORK IN QUESTION, 5 -INSTALL ALL EQUIPMENT AND MATERIALS PER MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED, OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. 6 -CONTRACTOR SHALL VISIT JOB SITE TO REVIEW SCOPE OF WORK AND EXISTING SITE CONDITIONS INCLUDING. BUT NOT LIMITED TO. MECHANICAL SERVICE. ELECTRICAL SERVICE AND OVERALL COORDINATION- 7. OORDINATION.ADIO 7 AND THEIRFINALLOCATIONIARENT LAYOUT. TO BE APPROVED SPECIFICATIONS. BYPROJECTRMANAAGGER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK AND CLEARANCE REQUIRED BY OTHERS RELATED TO SAID EQUIPMENT. 8. ALL WORK PERFORMED AND MATERIALS SHALL MEET THE HIGHEST TRADE STANDARDS. AS A MINIMUM STANDARD, CONFORM WITH ALL APPLICABLE CODES. REGULATIONS AND ORDINANCES HAVING JURISDICTION, CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK. 9. ELECTRICAL SYSTEMS SHALL BE INSTALLED PER N.E.C. AND IN ACCORDANCE WITH ALL APPLICABLE UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES, ORDINANCES AND APPUCABLE REGULATIONS. 10 -CONTRACTOR SHALL PROVIDE CONTINUOUS SUPERVISION WHILE ANY SUBCONTRACTORS OR WORKMEN ARE ON THE JOB SITE AND SHALL SUPERVISE AND DIRECT ALL WORK. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS. TECHNIQUES, SEQUENCES AND PROCEDURES AND COORDINATING ALL PORTIONS OF THE WORKN U DER THECONTRACT. CO RA G I L PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-AI08G WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. 12. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH UNIFORM BUILDING CODE (UBC) 1994 EDITION, ALONG WITH 1994 UPC, UMC. AND THE 1994 NEC. 13. CONTRACTOR SHALL PROTECT ALL EXISTING FINISHES THAT ARE TO REMAIN. CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY OCCUR DURING CONSTRUCTION. 14. SEAL ALL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED OR F.M- APPROVED MATERIALS. 15. DETAILS AND SCHEMATICS ARE TO PROPOSE TO SHOW END RESULT OF THE DESIGN. MINOR MODIFICATIONS MAY DEEM TO BE NECESSARY TO SUIT JOB CONDITIONS AND DIMENSIONS. SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. I6. VERIFY ALL FINAL EQUIPMENT LOCATIONS WITH OWNERS REPRESENTATIVE. 17. DIMENSIONS ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. 18. CLEANUP AND SAFETY: KEEP PROJECT AREA CLEAN. HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND EQUIPMENT REMOVED AND NOT SPECIFIED AS REMAINING THE PROPERTY OF THE OWNER, ETC. LEAVE PREMISES IN A VACUUM AND BROOM CLEAN CONDITION: FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL SYSTEMS EQUIPMENT IN A CLEAN WORKING ORDER UNTIL ACCEPTANCE OF THE PROJECT BY PROJECT MANAGER. 19. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REDLINING THE CONSTRUCTION PLANS TO ILLUSTRATE THE AS -BUILT CONDITION OF THE SITE. THIS WILL BE DONE AFTER THE SITE HAS BEEN AWARDED THE FINAL INSPECTION. TWO (2) COPIES OF REDUNED DRAWINGS WILL BE PROVIDED TO PROJECT MANAGER AND THE ARCHITECT. (1 EACH) DIVISION 2: SITE WORK -02100 I li EARTHWORK AND DRAINAGE PART i GENERAL 1. WORK INCLUDED A. REFER TO THE LAND DEVELOPMENT PLAN AND SITE PLAN FOR WORK INCLUDED. 2. RELATED WORK A. CONSTRUCTION OF BUILDING FOUNDATION 13.IN5TALLATION OF UTILITY & GROUNDING SYSTEM C.. ERECTION OF FENCE 3. DESCRIPTIONS A ACCESS ROAD, TURNAROUND AREAS, AND SITES ARE CONSTRUCTED TO PROVIDE A WELL DRAINED, EASILY MAINTAINED, EVEN SURFACE FOR MATERIAL AND EQUIPMENT DELIVERIES AND MAINTENANCE PERSONNEL ACCESS. 4. QUALITY ASSURANCE A. APPLY SOIL STERILIZER IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION (USE AS NEEDED). B. GRASS SEEDS SHALL BE APPLIED AND MAINTAINED AS RECOMMENDED BY THE SEED PRODUCER (IF REQUIRED). C. VEGETATION LANDSCAPING, IF INCLUDED WITHIN THE CONTRACT, WILL BE PLACED AND MAINTAINED AS RECOMMENDED BY NURSERY INDUSTRY STANDARDS (IF REOUIREU). 5. SEQUENCING A,CONFIRM SURVEY STAKES AND SEF ELEVATIONS PRIOR TO ANY CONSTRUCTION 8. THE COMPLETE ROAD AND SITE AREA WILL BE GRUBBED PRIOR TO FOUNDATION CONSTRUCTION OF PLACEMENT OF BACK FILL OR SUB -BASE MATERIAL C. CONSTRUCT TEMPORARY CONSTRUCTION ZONE ACCESS DRIVE D.THE SITE AREA WILL BE BROUGHT TO SUB -BASE COURSE ELEVATION AND THE ACCESS ROAD TO BASE COURSE ELEVATION PRIOR TO FORMING FOUNDATION. E.APPLY SOIL STERILIZER PRIOR TO PLACING BASE MATERIALS. F. GRADE, SEED FERTILIZER AND MULCH DISTURBED AREAS IMMEDIATELY AFTER BRINGING SITE AND ACCESS ROAD TO BASE COURSE ELEVATION, WATER TO ENSURE GROWTH. C. REMOVE GRAVEL FROM TEMPORARY CONSTRUCTION ZONE TO AN AUTHORIZE AREA OR AS DIRECTED BY PROJECT MANAGER. H, AFTER APPLICATIONS OF FINAL SURFACES, APPLY SOIL STERILIZER TO THE STONE SURFACES. 6. SUBMITTALS A, BEFORE CONSTRUCTION 1.IF LANDSCAPING IS APPLICABLE TO THE CONTRACT, TWO COPIES OF THE LANDSCAPE PLAN UNDER NURSERY LETTERHEAD, IF A LANDSCAPE ALLOWANCE WAS INCLUDED IN THE CONTRACT, AN ITEMIZED LISTING OF PROPOSED COSTS UNDER NURSERY LETTERHEAD (REFER TO SITE PLAN FOR LANDSCAPING REQUIREMENTS). 2. SUBMIT FOR APPROVAL 1/2 CUBIC FOOT OF THE PROPOSED SURFACE COURSE MATERIAL. B.AFTER CONSTRUCTION 1. MANUFACTURER'S DESCRIPTION OF PRODUCT AND WARRANTY STATEMENT ON SOIL STERILIZED. 2. MANUFACTURER'S DESCRIPTION OF PRODUCT ON GRASS AND FERTILIZER 3. LANDSCAPING WARRANTY STATEMENT. /. WAHHANIY A IN ADDITION TO THE WARRANTY ON ALL CONSTRUCTION COVERED IN THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL REPAIR ALL DAMAGE AND REPAIR AREA BACK AS CLOSE TO ORIGINAL CONDITION AS POSSIBLE TO LEASE AREA PROPERTY OR SURROUNDING CAUSED BY CONSTRUCTION. B. SOIL STERILIZATION APPLICATION WILL GUARANTEE VEGETATION FREE ROAD AND SITE AREAS FOR ONE YEAR FROM DATE OF FINAL INSPECTION. C. DISTURBED AREAS WILL REFLECT GROWTH OF NEW GRASS COVER PRIOR TO FINAL INSPECTION. D. LANDSCAPING, IF INCLUDED WITHIN THE SCOPE OF THE CONTRACT. WILL BE GUARANTEED FOR ONE YEAR FROM DATE OF FINAL INSPECTION. PART 2 DEMOLITION 1. DEMOLITION SHALL BE CONTROLLED TO PREVENT THE SPREAD OF OUST TO OCCUPIED PORTIONS OR THE BUILDING. 2. EXISTING WORK TO REMAIN SHALL BE PROTECTED FROM DAMAGE. WORK DAMAGED BY CONTRACTOR SHALL BE REPAIRED TO MATCH EXISTING WORK - 3. AT THE ENO D OF EACH WORK DAY AND DURING INCLEMENT WEATHER, CLOSE AL EXTERIOR OPENINGS WITH WEATHERPROOF COVER. 4. REMOVE DEBRIS AND RUBBISH FROM THE SITE DAILY. DO NOT ALLOW DEBRIS AND RUBBISH TO ACCUMULATE IN BUILDING OR ON SITE. 5. FOR FLOOR AND WALL PENETRATIONS: A. CONTRACTOR MUST LOCATE REINFORCING BARS IN EXISTING FLOOR SLABS USING A RELIABLE NON-DESTRUCTIVE TESTING METHOD APPROVED BY THE OWNER. CORE DRILL AS NECESSARY TO ALLOW CABLE PENETRATION WITHOUT CUTTING EXISTING REINFORCING BARS. B.FILL OPENING AFTER CABLE INSTALLATION WITH INSTA-FOAMS INSTA-FIRE SEAL SIUCONE RTV FOAM. PART 3 PRODUCTS 1. MATERIALS A. SOIL STERILIZERS TOTAL KILL PRODUCT 910 - EPA 10292-7 AMBUSH HERBICIDE - EPA REGISTERED PHASAR CORPORATION FRAMAR INDUSTRIAL PRODUCTS P.O. BOX 5123 1435 MORRIS AVE. DEARBORN. MI 48128 TEL 313 563-8000 UNION, NJ 07083 TEL 800 526-4924 8. SOIL STERILIZER SHAD. BE EPA REGISTERED OF LIQUID COMPOSITION AND OF PRE EMERGENCE DESIGN. C. SOIL STABILIZER FABRIC SHALL BE MIRAFI - SOOX D. ALL ON-SITE AND (IMPORTED FILL MATERIAL SHALL BE SOIL OR SOIL -ROCK MIXTURE WHICH IS FREE FROM ORGANIC MATTER. FROZEN MATERIALS AND OTHER DELETERIOUS SUBSTANCE. IT SHALL CONTAIN NO ROCKS OR LUMPS OVER SIX (5) INCHES IN GREATEST DIMENSION, AND NOT MORE THAN 15% OF THE ROCKS OR LUMPS SHALL BE LARGER THAN 2 INCHES IN GREATEST DIMENSION UNLESS OTHERWISE DIRECTED BY THE ENGINEER - I.00 E. BEDDNNG RLL SHA. L BE A GRADED ANGULAR STONE AND SHALL MEET THE REQUIREMENTS FOR COARSE AGGREGATES. PER VOGT STD SPEC SECTION 203. SIZE NO. 68. F. TOPSOIL SHALL 89 SANDY LOAM, CLAY LOAM, LOAM. SILT LOAM, SANDY CLAY LOAM OR SOIL FROM THE SITE WHICH HAS SUFFICIENT ORGANIC MATERIAL TO PROMOTE THE GROWTH OF NRF GRASS. IT SHALL NOT HAVE A MIXTURE OF SUBSOIL AND CONTAIN NO SLAG, CINDERS, STONES, LUMPS OR SOIL, STICKS, ROOTS, WEEDS, TRASH OR OTHER EXTRANEOUS MATERIALS LARGER THAN 1-1/2 INCHES IN ANY DIMENSION. 2. EQUIPMENT A. COMPACTION SHALL BE ACCOMPLISHED BY MECHANICAL MEANS. I -LARGER AREAS SHALL BE COMPACTED BY SHEEP5 FOOT VIBRATOR OR RUBBER TIRED ROLLERS WEIGHING AT LEAST FIVE TONS. 2 -SMALLER AREAS SHALL BE COMPACTED BY POWER -DRIVER, HAND HELD TAMPERS_ PART 4 EXECUTION 1- INSPECTIONS A.LOCAL BUILDING INSPECTORS SHALL BE NOTIFIED NO LESS THAN 48 HOURS IN ADVANCE OF CONCRETE POURS_ UNLESS OTHERWISE SPECIFIED BY OWNER OR LOCAL JURISDICTION. S.CONTRACTOR IS RESPONSIBLE FOR ALL INSPECTIONS RELATIVE TO EACH CONSTRUCTION ACTIVITY ALL INSPECTION REPORTS ARE TO BE DEUVERED TO THE OWNER IMMEDIATELY UPON RECEIPT OF SAID INSPECTION REPORTS. 2. PREPARATION A CLEAR TREES, BRUSH AND DEBRIS FROM SITE AREAS AND ACCESS ROAD RIGHT OF WAY AS DIRECTED BY PROJECT MANAGER. B.PRIOR TO OTHER EXCAVATION AND CONSTRUCTION EFFORTS GRUB ORGANIC MATERIAL TO A MINIMUM OF SIX (6) INCHES BELOW ORIGINAL GROUND LEVEL. C. UNLESS OTHERWISE INSTRUCTED BY PROJECT MANAGER TRANSPORT ALL REMOVED TREE, BRUSH AND DEBRIS FROM THE PROPERTY TO AN AUTHORIZED LANDFILL.. D. PRIOR TO PLACEMENT OF FILL OR BASE MATERIALS, ROLL THE SOIL. E.WHERE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, LINE OF THE GRUBBED AREAS WITH STABIUZER MAT PRIOR TO PLACEMENT OF FILL OR BASE MATERIAL 3. INSTALLATION A. THE SITE AND TURNAROUND AREAS SHALL BE AT THE SUB-13ASE COURSE ELEVATION PRIOR TO FORMING FOUNDATIONS. GRADE OR FILL THE SITE AND ACCESS ROAD REQUIRED IN ORDER THAT UPON EVEN DISTRIBUTION OF SPOILS RESULTING FROM FOUNDATION EXCAVATIONS. THE RESULTING GRADE WILL CORRESPOND WITH SAID SUB -BASE COURSE, ELEVATIONS ARE TO BE CALCULATED FROM FINISHED GRADES OR SLOPES INDICATED. 9.IF ANY, EXCESS SPOILS WILL BE CLEARED FROM JOB SITE AND NOT SPREAD BEYOND THE LIMITS OF LEASE PROPERTY UNLESS AUTHORIZE BY PROJECT MANAGER / AS AGREEMENT BY LANDOWNER. C. THE ACCESS ROAD SHALL BE BROUGHT TO BASE COURSE ELEVATION PRIOR TO FOUNDATION CONSTRUCTION TO PERMIT USE COMPACTION AND OBSERVATION DURING CONSTRUCTION OF THE SITE. O.AVOID CREATING DEPRESSIONS WHERE WATER MAY POND. E. THE CONTRACT SHALL BE ASSUMED TO INCLUDE GRADING BANKING, DITCHING AND UNLESS OTHERWISE INDICATED, COVERING TWO INCHES OF SURFACE COURSE. ALL ROADS OR .ROUTES UTILIZED FOR ACCESS TO THE SITE COMMENCING AT THE POINT OF INTERSECTION WITH THE NEAREST PUBLIC THOROUGHFARE. F. WHEN IMPROVING AN EXISTING ACCESS ROAD, GRADE THE EXISTING ROAD TO REMOVE ANY ORGANIC MATTER AND SMOOTH THE SURFACE BEFORE PLACING FILL OR STONE. C. PLACE FILL OR STONE IN SIX INCH MAXIMUM AND COMPACT BEFORE PLACING NEXT LIFT. H. THE FINISH GRADE. INCLUDING TOP SURFACE COURSE, SHALL EXTEND A MINIMUM OF ONE FOOT BEYOND THE SITE FENCE AND SHALL COVER THE AREA AS INDICATED. I. RIPRAP SHALL BE APPLIED TO THE SIDE SLOPES OF ALL FENCED SITE AREAS, PARKING AREAS, AND TO ALL OTHER SLOPES GREATER THAN 2:1. J.RIPRAP SHALL BE APPLIED TO THE SIDES OF DITCHES OR DRAINAGE SWALES. K. RIPRAP ENTIRE DITCH FOR SIX FEET IN ALL DIRECTIONS AT CULVERT OPENINGS. L. SEED FERTIUZER AND STRAW COVER SHALL BE APPLIED TO ALL OTHER DISTURBED AREAS, AND DITCHES, DRAINAGE. SWALES, NOT OTHERWISE RIPRAPPED. M. UNDER NO CIRCUMSTANCES WILL DITCHES, SWALES, NOR CULVERTS BE PLACED SO THEY DIRECT WATER TOWARDS, OR PERMIT STANDING WATER IMMEDIATELY ADJACENT TO RAILROAD BALLAST- IF DESIGNS OR ELEVATIONS CONFLICT WITH THIS GUIDANCE ALVAR SHOULD BE ADVISED IMMEDIATELY. N. IN DITCH UES WITH SLOPES GREATER THAN TEN PERCENT, MOUND DIVERSIONARY HEADWALLS IN THE DITCH AT CULVERT ENTRANCES. THE HEADWALL SHALL BE POSITIONED AT AN ANGLE NO GREATER THAN 60 DEGREES OFF THE DITCH LINE. RIPRAP THE UPSTREAM SIDE OF THE HEADWALL AS WELL AS THE DITCH FOR SIX FEET ABOVE THE CULVERT ENTRANCE. 4. BACKFILL AND COMPACTION A. DO NOT ALLOW OR CAUSE ANY OF THE WORK PERFORMED OR INSTALLED TO BE COVERED UP OR ENCLOSED BY WORK OF THIS SECTION PRIOR TO ALL REOUIRED INSPECTIONS, TESTS, AND APPROVALS. 8. SHOULD ANY OF THE WORK BE 50 ENCLOSED OR COVERED UP BEFORE IT HAS BEEN APPROVED, THE CONTRACTOR SHALL UNCOVER ALL SUCH WORK. C. AFTER THE WORK HAS BEEN COMPLETELY TESTED, INSPECTED. AND APPROVED, MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY TO RESTORE THE WORK TO THE CONDITION IN WHICH IT WAS FOUND AT THE TIME OF UNCOVERING. 0. FOR SETTING AND ESTABLISHING FINISH ELEVATIONS AND LINES, SECURE THE SERVICES OF A SURVEYOR OR CML ENGINEER ACCEPTABLE TO THE OWNER. CAREFULLY PRESERVE ALL DATA AND MONUMENTS SET BY THE SURVEYOR OR CIVIL ENGINEER AND, IF DISPLACED OR LOST. IMMEDIATELY REPLACE TO THE APPROVAL OF THE OWNER. E AREAS THAT RECEIVE SEEDING SHALL BE GRADED BELOW FINISHED GRADES SHOWN, LEAVING SPACE FOR TOPSOILING F. DEPRESSIONS: WHERE DEPRESSIONS RESULT FROM, OR HAVE RESULTED FROM, THE REMOVAL OF SURFACE OR SUBSURFACE OBSTRUCTIONS. OPEN THE DEPRESSION TO THE EQUIPMENT WORKING MOTH AND REMOVE ALL DEBRIS AND SOFT MATERIAL AS DIRECTED BY THE ENGINEER. G. OTHER AREAS: EXCAVATE TO GRADES SHOWN ON THE DRAWINGS. WHERE EXCAVATION GRADES ARE NOT SHOWN ON THE DRAWINGS, EXCAVATE AS REQUIRED TO ACCOMMODATE THE INSTALLATION. H- OVEREXCAVATION: BACKFILL AND COMPACT ALL OVEREXCAVATED AREAS AS SPECIFIED FOR FILL BELOW. I. STRIP EXISTING TOPSOIL LEAF MOLD AND ORGANIC MATERIALS, MEETING TOPSOIL REQUIREMENTS ABOVE. DEPOSIT IN STORAGE PILES SEPARATE FROM OTHER EXCAVATED MATERIAL. J. STOCNPILEEXCAVA7 ED SOiL MATERIAL SATISFACTORY FOR BACKFILL OR FILL UNTIL REQUIRED. PLACE. GRADE AND SHAPE STOCKPILES FOR PROPER DRAINAGE. K. REMOVE FROM PROJECT SITE AND DISPOSE OF MATERIAL UNSATISFACTORY FOR BACKFILL OR FILL, TRASH AND DEBRIS, AND ALL EXCESS MATERIAL. L. EXCAVATE SO THATBANKS OF EXCAVATION WILL NOT BE UNDERCUT AND STRATUM FOR FOUNDATIONS WILL NOT BE DISTURBED. M. PROOFROLLING: PRIOR TO FILLING, AND AFTER TOPSOIL AND PREVIOUSLY IDENTIFIED UNSATISFACTORY SUBGRADE MATERIAL HAS BEEN REMOVED, PROOFROLL IN THE PRESENCE- OF THE ENGINEER MEAS WITHIN 10 FEET OF BUILDING LIMITS USING DIVISION 3: CONCRETE WORKS -03310 I I. DUALITY ASSURANCE: 3RD PARTY CONCRETE TESTING IS MANDATORY FOR ALL FOUNDATIONS. ALL BREAK TEST RESULTS ARE TO BE FORWARDED TO THE CROWN REPRESENTATIVE ON SAME DAY OF BREAK. COMPLY WITH PROVISIONS OF THE FOLLOWING CODES. SPECIFICATIONS AND STANDARDS, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SHOWN OR SPECIFIED: A AG301-89 SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS . B.ACI 318 "BUILDING CODE REOUIREMENTS FOR REINFORCED CONCRETE- (REVISED 1992) AND AC1318-89 COMMENTARY" (REVISED 1992 C. CONCRETE REINFORCING STEEL INSTITUTE (CRS(),"MANUAL OF STANDARD PRACTICE`. 2. REINFORCING MATERIALS: A RIENFORCINGASTM A 615,GRACE ED DEFORMED. B. WELDING WIRE FABRICASTM A 185 WELDED STEEL WIRE FABRIC. C. SUPPORTS FOR REINFORCEMENT -BOLSTERS. CHAIRS. SPACERS AND OTHER DEVICES FOR SPACING, SUPPORTING AND REINFORCING BMS IN PLACE. USE WIRE BAR TYPE SUPPORTS COMPLYING WITH CRSI SPECIFICATIONS. 3. CONCRETE MATERIALS: A. PORTLAND CEMENT: ASTM C 150. TYPE 1. B. LIGHTWEIGHT AGGREGATES: ASTM C 339 C. AIR -ENTRAINING ADMIXTURE ASTM C 260 CERTIFIED BY THE MANUFACTURER TO BE COMPATIBLE WITH OTHER REQUIRED ADMIXTURES. 4. PROPORTIONING AND DESIGN OF MIXES: DESIGN MIX TO PROVIDE LIGHTWEIGHT CONCRETE WITH THE FOLLOWING PROPERTIES: A. 3000 PSI 28 -DAY COMPRESSIVE STRENGTH B. WEIGHT: 110 PCF. C. W/C RATIO: 0.44 MAXIMUM (NON AIR -ENTRAINED), 0.35 MAXIMUM (AIR -ENTRAINED) D. BREAK SCHEDULE - 3 DAY, 7 DAY, 28 DAY, AND I SPARE I DIVISION 4: UNIT MASONRY -04220 I 1. CONCRETE BLOCKS: A. STANDARD BLOCK SHALL BE THE SIZE INDICATED ON THE DRAWINGS. LIGHT GRAY OR NEUTRAL COLOR, AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM C 90, TYPE 1. GRADE N. LIGHTWEIGHT TYPE WITH EXPAND SLAG AGGREGATE. 2. MORTAR: A. All MORTAR FOR CONCRETE BLOCKS SHALL CONFORM TO ASTM C 270, TYPE 5 AND SHALL.HAVE A COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS. 3. WIRE REINFORCING IN BED JOINTS: A TRUSS TYPE REINFORCEMENT SHALL BE OUR -O -WALL, OR EQUAL FABRICATED WITH A SINGLE PAIR OF SIDE AND CONTINUOUS DIAGONAL CROSS -RODS SPACED NOT MORE THAN 8" ON CENTER. WIRE IN FABRICATION SHALL BE GALVANIZED ACCORDING TO ASTM 116, CLASS 3. SIDE RODS SHALL BE 9 GAGE 3/16" MINIMUM LENGTH SHALL BE 10'-0- WITH MATCHING CORNER AND TEE UNITS. B. SPACING: TYPICAL, IN BED JOINTS, AT 16" VERTICAL INTERVAL. CT OPENINGS: ABOVE AND C. AT OPENINGS: ABOVE AND BELOW EACH OPENING PLACE REINFORCING IN ONE ADDITIONAL JOINT TO EXTEND 3•-0" PAST THE OPENING EACH WAY. SPLICE LENGTHS FOR HORIZONTAL JOINT REINFORCEMENT SHALL BE AT LEAST B" FOR TRUSS AND 16" FOR STRAIGHT TYPE. 4. INSTALL STEEL LINTELS ABOVE EACH OPENING. FILL CORES WITH GROUT 3 COURSES BELOW UNTEL BEARING, DIVISION 5: STRUCTURAL STEEL -05120 I 1. QUALITY ASSURANCE: COMPLY WITH PROVISIONS OF THE FOLLOWING CODES. SPECIFICATIONS AND STANDARDS, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SHOWN OR SPECIFIED: A. AISC "CODE OF STANDARD PRACTICE". B. NSC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN". INCLUDING THE "COMMENTARY' AND SUPPLEMENTS. C. AMERICAN WELDING SOCIETY (AWS) Dl.1-92,"STRUCTURAL WELDING CODE - STEEL." 2 MATERIALS: A. STRUCTURAL STEEL PLATES, SHAPES AND BARS: ASTM A 36. B. HIGH STRENGTH THREADED FASTENERS: ASTM A 325. C. ELECTRODES FOR WELDING: E70XX. 0. ALL STRUCTURAL STEEL SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153. E. CEMENT GROUT: EMBECO BY MASTER BUILDERS OF AN APPROVED EQUAL F. NON-METALLIC, SHRINKAGE -RESISTANT, 4000 PSI COMPRESSIVE STRENGTH GROUT, PROVIDE ONE OF THE FOLLOWING OR AN APPROVED EQUAL: 1. EUCO N.S. BY EUCLID CHEMICAL CO. 2. MASTERFLOW 713 BY MASTER BUILDERS 3. INSPECTIONS AS PER ALL CODES AND ORDINANCES DIVISION 7: SEALANTS AND CAULKING -07900 1. PROVIDE JOINT SEALERS. JOINT FILLERS AND OTHER RELATED MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND WITH JOINT SUBSTRATES UNDER CONDITIONS OF SERVICE AND APPLICATIONS. PROVIDE COLORS TO MATCH ADJACENT SURFACES. PROVIDE BLACK OR OTHER NEUTRAL COLOR WHEN NO OTHER COLOR IS AVAILABLE. 2. ONE -COMPONENT POLYSULADE BASED. ONE PART ELASTOMERIC SEALANT. COMPLYING WITH FS 7T-S-00230.CLASS A TYPE II (NON -SAG), FOR JOINTS AT PENETRATIONS THROUGH EXTERIOR WALLS. PROVIDE COMPOUND BEARING THE THIOCOL CHEMICAL CORPORATION SEAL OF APPROVAL. PROVIDE ONE OF THE FOLLOWING OR AN APPROVED EQUAL: A. FLEXISEAL 900 SERIES BY DAP, INC. S. HORNFLEX ONE - COMPONENT RY W.R. GRACE & CO. ONE -COMPONENT ACR ACRYLIC 3. ACRYLIC SEALANT' AC LIC TERPOLYMER SOLVENT VE BASED ON - E PART THERMOPLASTIC SEALANT COMPOUND, SOLIDS NOT LESS THAN 959 ACRYLIC. COMPLYING WITH FS IT - FS TT -S-00230, CLASS 0 TYPE Ii, FOR PERIMETER OF METAL AND DOOR FRAMES, THRESHOLDS AT EXTERIOR DOORS. AND PIPE SLEEVES THROUGH EXTERIOR WALLS AND FLOOR SLABS. PROVIDE ONE OF THE FOLLOWING OF AN APPROVED EQUAL: A. DAP ACRYLIC BY DAP, INC. B. GACO AS -3 BY GATES ENGINEERING/SMC 4. OLEO -RESINS CAULKING COMPOUND: OIL BASED RESINOUS CAULKING, COMPLYING WITH FS TT -C-598, NON-BLEEDING, PAINTABLE, FOR ONE OF THE FOLLOWING OR AN APPROVED EQUAL: A. VULCATEX BY W.R. GRACE & GO. GENERAL NOTES GENERAL NOTES 1. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK AND FOR ANY DAMAGESTHAT OCCUR BY FAILURE TO LOCATE OR PRESERVE THESE UTILITIES. IF DURING CONSTRUCTION THE CONTRACTOR SHOULD ENCOUNTER UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS. HE SHALL NOTIFY THE ENGINEER AND TAKE NECESSARY AND PROPER STEPS PROTECT THE FACILITY AND ASSURE THE CONTINUANCE OF SERVICE. 2. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SITE CONDITIONS OR ANY INCONSISTENCIES OR AM81GUITIES IN THE DRAWINGS SHALL BE IMMEDIATELY REPORTED TO THE OWNER. WHO SHALL PROMPTLY CORRECT INCONSISTENCIES OR AMBIGUITIES. WORK DONE BY THE CONTRACTOR WITHOUT DIRECTIONS OR ANY DISCOVERY OF SUCH INCONSISTENCIES, DISCREPANCIES, OR AMBIGUITIES. SHALL BE DONE AT CONTRACTOR'S RISK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY PERMITS BEFORE ANY CONSTRUCTION BEGfNS. CONTRACTOR SHALL NOTIFY MISS UTILITIES (800) 552-7001 48 HOURS PRIOR TO EXCAVATION. CONTRACTOR SHALL COORDINATE INSTALLATIONOF ELECTRICAL, GAS, TELEPHONE, AND CAN SERVICES. NOTE: INSTALLATION AND INSPECTIONS AS PER ALL CODES AND ORDINANCES. 'NANDOAH ower Service, Ltd. Poll Office BOX 956 Slaunton, VA. 24402 1-4I88-916-7436 d � n >S?W •� v3f:�• �A em 8 ri O U m a Q 0 0 m0. O t� M, m L� N a a� m mm�m jbm pa q L ~ L75s►ai 0 m m 0 ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN ARE THE PROPERTY OF PHR & A AND MAT NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF PHR & A RELEASE DATE DS/29/Q2 06/06/02 PRELIMINARY 07/02/02 REVISED FINAL RLYISONs H0. DATE 01 07/02/02 REVISED PER COMMENTS m l PROPERTY OF THE OWNER. IT IS PRODUCED SOLE. FOR I1SE BY THE OM ER AND ITS AFFILIATES, REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRIITEN PERMISSION OF THE DWWER, DRAWN BY: J. FLAXMAN CHECKED BY: J. RENO SNE _- WASHINGTON GAS SNE NUMBER HOFA F111 ADDRESS JOHN D. RENO No. 32989 350 HILLANDALE LANE WINCHESTER, VA. 22602 SHEET TITLE GENERAL NOTES & SPECIFICATIONS - SHEET NUMBER S-1 PLOT SCALE: 1=20 A� GRAPHIC SCALE 100 0 50 100 200 1 inch = 100' ft. TOWER LOCATION PLAN S 66 5�1� SCALE: 1" = 100' N s G' JOHN D. RENO No. 32989 N T-�-6� �SIONALG1 _9NANDOAH "ower Service, Ltd. Past UMce Box 956 Staurmon, VA. 24492 I-666-616-7436 i a � >� a n U m a� m� U n O m ,o d� m N a.mi x; o mod ate" 0 �0 AW Fqm O 0, I -w i ALL DRWDI65 AND WRITTEN MTERIAL CONTAINED HEREIN ARE THE PRMERTY OF ►NR A A AND MT NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT M PHR A A RELEASE DATE DS/29/02 06/96/02 PRELIMINARY 97/02/02 REVI5EO FINAL REVISIONS N�0, DATE LL1 08/19/02 REVISED PER COMMENTS a PROPERTY OF THE OWED. IT I5 PRODUCED SOLELY FOR USE BY THE UNDER AND ITS AFFILIATES, NEPMOOETION OR USE OF THIS DRAWING ANO/OR THE INFORNATIOW CONTAINED IN IT 15 FORBIDDEN WITHOUT THE WRITTEN PERRISSION OF THE OWNER. DRAWN ETY: J. FLAWAN CHECKED BY: J. RENO SNE NAME WASHINGTON GAS SITE NUMEER SITE ADDRESS 350 HILLANDALE LANE WINCHESTER, VA. 22602 SHEET TITLE TOWER LOCATION PLAN SHEET NUMBER S-2 PLOT SG1LE 1�1 /X0,VIERHEAD F('TRI('- EX. DRIVEWAY N \ SF sp. \ \ 1 EX. INLET 1 I i 42' SE / SU ORT TOW \ \ EX \ EX. BUILDING GRAPHIC SCALE 20 0 10 20 40 I I inch = 20' it. \�gRlb \ EX. DRIVEWAY 11 PROP. 180' MONOPOLE TO ER 1 4' M N OLE Se \ �\ ,p34' �\ [j:) SITE PLAN S-3 SCALE: 1" = 20' E \LOCA N TERW D Sr, 0 H H 0 0 CL V) w V) 0 w Lf) Z z L., az Q 0 � o = CL zz a z J W J O a z O 1 z 0 CD a z 0 C -D O w (m O Z N L� Z U 57< w w L' p OW O Q a O p p LLJ - o � � I i0 N W a O I O DO }STOP OF EX. WHIP ANTENNA ELEVATION 860.5± $TOP OF EX. MONOPOLE ELEVATION 858.0± P OF PROPOSED SELF SUPPORT TOWER ELEVATION 92B.D± RAD CENTER OF DISHES ELEVATION 828,0± STOPOF EX. SELF SUPPORT TOWER ELEVATION 790.0± z MONOPOLE TOWER ELEVATION $-3 SCALE: N.T.S. TION 748-0± (11�19--:�flknlewAH Ltd. P�t 0tk B-956 Staunton, VA 24402 I-81111-11;6-7436 d ' �dpppp �o9 YRill, n E Fa I '1 U m a� �I �I \ ro� O n 1 W 'O �r q m NN /X0,VIERHEAD F('TRI('- EX. DRIVEWAY N \ SF sp. \ \ 1 EX. INLET 1 I i 42' SE / SU ORT TOW \ \ EX \ EX. BUILDING GRAPHIC SCALE 20 0 10 20 40 I I inch = 20' it. \�gRlb \ EX. DRIVEWAY 11 PROP. 180' MONOPOLE TO ER 1 4' M N OLE Se \ �\ ,p34' �\ [j:) SITE PLAN S-3 SCALE: 1" = 20' E \LOCA N TERW D Sr, 0 H H 0 0 CL V) w V) 0 w Lf) Z z L., az Q 0 � o = CL zz a z J W J O a z O 1 z 0 CD a z 0 C -D O w (m O Z N L� Z U 57< w w L' p OW O Q a O p p LLJ - o � � I i0 N W a O I O DO }STOP OF EX. WHIP ANTENNA ELEVATION 860.5± $TOP OF EX. MONOPOLE ELEVATION 858.0± P OF PROPOSED SELF SUPPORT TOWER ELEVATION 92B.D± RAD CENTER OF DISHES ELEVATION 828,0± STOPOF EX. SELF SUPPORT TOWER ELEVATION 790.0± z MONOPOLE TOWER ELEVATION $-3 SCALE: N.T.S. TION 748-0± (11�19--:�flknlewAH Ltd. P�t 0tk B-956 Staunton, VA 24402 I-81111-11;6-7436 d ' �dpppp �o9 YRill, n E Fa I U m a� ro� O n W 'O �r q m NN a � N Flo rT+�"j aha r 9.xi 120 Ilm.w mo4� ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN ARE THE PROPERTY OF PHR h A AND MAT NOT RE DUPUCATED, USED OR M4(lOSEO MTHONT'THE WRITTEN CONSENT OF Pitot S A RELEASE DATE 05/20/02 06/06/112 PRELIMINARY 07/02/02 REVISED FINAL R&SIONS _ NO. DATE Qt07/02/021 REVISED PER COMMENTS 8 PROPERTY OF THE OaNER, R IS PRODUCED SOEL FOR USE BY TK OM AND ITS AFFIUATES, REPRODUCTION OR USE OF THIS DRAWANG AND/OR THE INFORMATION CONTAINED IN ITIS FORBIDDEN MTHOUT THE WIDTTEN PERIISSDN OF THE OWNER DRAWN BY: J. FLAXANW CHECKED BY: J. RENO SITE NAME WASHINGTON GAS SITE NUMBER SITE ADORE53 350 HILLANDALE LANE WINCHESTER, VA. 22802 SHEET TITLE SITE PLAN AND ELEVATION SHEET NUMBER S-3 PLOT SCALE: 1-20 12" A� 1'-0" GROUND BAR STRAPPED TO TOWER MUNUPULL IOWLR RELOCATED 6' DISH (TYP.) ANTENNA PLAN DETAIL S- 4 SCALE: N.T.S. 4'-6" O.C. MAX. 3'-0' O.C. MAX. ICEBRIDGE SUPPORT 3/4" PVC (TYP.) COAX CABLE CALDWELD GROUND LEAD TO ICE BRIDGE SUPPORT POST, 6"-12" ABOVE GRAVEL GRADE (TYP.) CONIC. FOOTING TO #2 TINNED LEADS TO BE BELOW GRADE GROUNDING RING (TYP.) SIDE ELEVATION CABLE GUARD SHEATH LOCATE AT EACH END OF ICEBRIDGE (TYP.) EX. m EQUIPMENT SHELTER u CONC. PAD 2 ICE BRIDGE DETAIL S-4 SCALE: N.T.S. ANTENNA AND COAXIAL CABLE SCHEDULE SECTOR Al 81 N/A AZIMUTH 144.2' 263" N/A ANTENNA 6' DISH 6' DISH HF GROUND PLANE MOUNTING HEIGHT 80' 80' 120' MECHANICAL DOWNTILT O' 0' N/A COAXIAL CABLE EXISTING I EXISTING I EXISTING 24" CLEAR BRIDGE CHANNEL BY MICROFLECT 1/2" ALLTHREAD COAX SUPPORT; 20" UNISTRUT W/NUT AND WASHER EACH SIDE/ EACH LEVEL 7, U" USE COAX HANGERS COAX TERMINATORFRAME PER PROJECT MANAGER'S INSTRUCTIONS HEAD BY MICROFLECT 3 1/2"0 GALV., SCHED 40 POST; TO DRAIN; TYPICAL 12"0 x 36" DEEP CONCRETE FOOTING; TYPICAL FRONT ELEVATION "A" 320'-0" "B" f 7'-6" "C" f 6'-6" •4 NOTES: IF THE ICE BRIDGE (DIM. "A') IS 20' OR LESS, TWO (2) GROUNDING POINTS ARE REQUIRED AT OPPOSITE ENDS OF THE ICE BRIDGE, CALDWELD TO THE ICE BRIDGE SUPPORT POST. IF THE ICE BRIDGE (DIM, "A") IS 20' OR GREATER, THREE (3) GROUNDING POINTS ARE REQUIRED. ONE (1) EACH AT OPPOSITE ENDS AND ONE (1) NEAR THE CENTER OF THE ICE BRIDGE, CALDWELD TO THE ICE BRIDGE SUPPORT POST ;T H 0 O� , o JOHN D. RENO U 9 No. 32989 1� SIGNAL NANDOAH \ "ower Service, Ltd. Post Office Box 956 Staunton, VA. 24402 1-898-816-7436 y �qq 7d> i n I 0 U m a� t' m d N I ii O U B1 9 ma d� u'1 F N qmq m m m ry m rn > m "9z°m m ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN ARE THE PROPERTY OF PHR k A AND MAT NOT BE DUPLICATED, USED OR DLSCLOSED WITHOUT THE WRITTEN CONSENT OF PFI! d A RELEASE DATE 09/29/02 06/05/02 PRELIMINARY 07/02/02 REVISED FINAL REVISIONS NO. DATE Qi 07/02/02 REVISED PER COMMENTS PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. DRAWN BY: J. FLAXIVAN CHECKED BY: J. RENO SITE NAME WASHINGTON GAS SRE NUMBER SITE ADDRESS 350 HILLANDALE LANE WINCHESTER, VA. 22602 SHEET TITLE SECTIONS AND DETAILS SHEE7 NUMBER S-4 PLOT SCALE: 1-20 GROUND GRID DESIGN PROVIDED BY OTHERS. THIS DESIGN MAY NOT NECESSARILY REFLECT A TYPICAL GROUNDING DESIGN BY PHR&A. PHR&A SHALL NOT BE HELD LIABLE IN THE EVENT DAMAGE OCCURS TO EQUIPMENT. INSPECTION PORT 1 PER GROUNDING RING EX. OVERHEAD ELECTRIC EX- DRIVEWAY \ ' -mob � 0' MONOPOLE -Z*4'OEX- 42' SELF SUPPORT TOWER THREE (3) TAILS (TYPO EACH LEG) (1) BUSS BAR (1) TOWER LEG (1) SPARE GROUND ROD — 10'-0" c/C (7YP) L F aF \ \ EX. INLET < \ FGA, \ 0• O\ / EX. DRIVEWAY \ PROP. 180' SELF SUPPORT TOWER S FgPO• \ 1< Al i EX. BUILDING NOTES: 1. #2 BARE, TINNED, SOLID COPPER GROUND + 30" BELOW GRADE. 2. CADWELD TO FENCE POST 6'-12" ABOVE GRADE. 3. BOND GATE LEAF TO GATE POST WITH A FLEXIBLE, #2 INSULATED WELDING CABLE WIRE, CADWELDED TO EACH POST, 4. ICE BRIEGE 20'OR LESS, GROUND SUPPORT POLES AT BOTH ENDS. ICE BRIDGE OVER 20' GROUND SUPPORT POLES AT BOTH ENDS AND ONE POLE IN THE MIDDLE. 5. GROUND TO ICE BRIDGE SUPPORTS TO BE CADWELDED. 6. ALL EQUIPMENT GROUNDS TO BE #6 STRANDED GREEN INSULATED. GNSPECTION PORT Oa GROUND ROD - 5/8"xB' ■ CADWELD CONNECTION i GROUNDING PLAN E-1 SCALE: N.T.S. FUTURE LOCATION OF METERBOARD GROUND BAR LOCATED V-2' BELOW TRANSITION MOUNT DIRECTLY TO TOWER GROUND RING 18" (MIN) CLEAR FROM EDGE OF CONCRETE FOUNDATION INSPECTION PORT (TYP TWO PER TOWER) MONOPOLE TOWER TAILS FOR BUILDING/ PAD GROUND RING 2 TOWER GROUNDING PLAN E–j SCALE: N.T,S, NOTE: ADDITIONAL GROUND BAR IS REQUIRED AT MID POINT IF COAX CABLE EXCEED 200' (TO BE MOUNTED DIRECTLY TO TOWER). GROUND BAR LOCATED V-4' ABOVE TRANSITION MOUNT DIRECTLY TO TOWER - COAX CABLE GROUND KIT COAX CABLE COAX CABLE GROUND KIT ""— —TO EQUIPMENT CABINET (2) #2 TINNED GROUND LEADS TO GROUNDING RING TOWER GROUND RING 5 ANTENNA GROUNDING DIAGRAM E—j SCALE: N.T.S. FROM METERBOARD (PENDING LOCATION) GRADE CADWELD GROUND RING #2 AWG BCW (TINNED) ROUND ROD Dr OPPERWELD 8"W x 10'-0" LONG " MIN. SPACING BETWEEN RODS GROUNDING ROD DETAIL E—j SCALE: N.T.S. FINISH GRADE - /� 6" PVC PLUG f � 6- PVC CPLG. (THIRD.) z IJ2 SOLID TEST LOOP NOTCH SIDES OF 6" PVC SCH 40 CADWELD� PIPE TO ALLOW EXIT.ENTRANCE OF GROUND RING 6" CLR. TYP. TGROUND RING TRENCH BOTTOM -/o 5/8" X W/4 GROUND ROD INSPECTION PORT E-� SCALE: N.T.S. JJOHN D. RENO a No. 32989 .- 19- a Z� Sj)NAL JNANDOAH ower Service, Ltd. Past Office San 9S6 Staunton, VA- 74402 I-999-916-7436 ALL DRAWWNS AND WRITTEN MATERIAL CONTAINED HEREIN ARE THE PROPERTY OF PHR k A AND MAT NOT BE DUPLICATED, USED OR DISMOtSED NITHOUT THE WRITTEN CONSENT OF PHR R A RELEASE DATE 05/29/02 O6/D5/D2 PRELIMINARY 07/02/D2 REVISED FINAL RVaONS NO. DATE Qt 7/02/02 REVISED PER COMMENTS As PROPERTY OF TI$ OWNER. IT IS PRODUCED SOLED FOR USE BY THE OWNER AND ITS AFRLIATESS, REPRODUCTION OR USE OF THIS DRAWBIG AND/OR THE NFORMAT10N CONTANED M IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER, DRAWN BY: J. FLAXMAN CHECKED BY: J. RENO SITE NAME WASHINGTON GAS SRE NUMBER SITE ADDRESS 350 HILL.ANCIALE LANE WINCHESTER, VA 22602 SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E-1 PLOT SCALE: 1-20 3TX 2TX 1TX YEL-I BL -1 RD -1 3RX/TX 2RX/TX TRX/TX YEL-2 BL -2 RD -2 in 0 o O COAXIAL CABLE W/ STAINLESS STEEL STANDARD CABLE HANGER 5/8" DIA. THREADED ROD W/ NUTS AND OVERHEAD WASHERS CABLE SUPPORT ® 4'-D" O.C. MAX. ROD TO EXTEND 1/2" MAX. BELOW CABLE SUPPORT NOTE: VIEW -BACK TO EQUIPMENT LOOKING AT TOWER al SECTION SCALE: N.T.S. elo r_2_'� COAX CABLE GROUND E-2 SCALE: N.T.S. TIN PLATED COPPER GROUND BAR LEGEND: 1. - TIN PLATED COPPER GROUND BAR 1/4" X 4" X 12" MIN. HANGER LIGHTER PROTECTION. P/N TGR 14412CIGBE . HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. 2. - 5�8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. N0, 3015-B OR E DIVALENT. 3. - WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT. NO. A-6056 OR EQUIVALENT. 4. - 5L8-11 X 1" H.H.C.S. BOLT, NEWTON INSTRUMENT CO. CAT. NO. 3012-1 OR EQUIVALENT. 5. - GROUND BAR SHALL BE SIZED TO ACCOMMODATE ALL GROUNDING CONNECTIONS REQUIRED PLUS PROVIDE 50% SPARE CAPACITY. 5 GROUND BAR E-2 SCALE: N.T.S. COMPRESSION GROUND LUG TO BE BURNDY OR EQUAL, SIZE PER TABLE. SS BOLT k NUT W/ LOCK GROUND CONDUCTOR WASHERS (TYP) SEE TABLE �GROUNDCONDUCTOR TABLE SIZE CABLE TO ANTENNA / 712/1) ANDREW WEATHERPROOFING 1/4" U i a� YA25-2LN KIT I( m U m�' ANDREW COAX CABLE 0 m mg GROUNDING CLAMP KIT GROUND CONDUCTOR CABLE TO BTS r_2_'� COAX CABLE GROUND E-2 SCALE: N.T.S. TIN PLATED COPPER GROUND BAR LEGEND: 1. - TIN PLATED COPPER GROUND BAR 1/4" X 4" X 12" MIN. HANGER LIGHTER PROTECTION. P/N TGR 14412CIGBE . HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. 2. - 5�8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. N0, 3015-B OR E DIVALENT. 3. - WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT. NO. A-6056 OR EQUIVALENT. 4. - 5L8-11 X 1" H.H.C.S. BOLT, NEWTON INSTRUMENT CO. CAT. NO. 3012-1 OR EQUIVALENT. 5. - GROUND BAR SHALL BE SIZED TO ACCOMMODATE ALL GROUNDING CONNECTIONS REQUIRED PLUS PROVIDE 50% SPARE CAPACITY. 5 GROUND BAR E-2 SCALE: N.T.S. COMPRESSION GROUND LUG TO BE BURNDY OR EQUAL, SIZE PER TABLE. SS BOLT k NUT W/ LOCK GROUND CONDUCTOR WASHERS (TYP) SEE TABLE �GROUNDCONDUCTOR TABLE SIZE LUG BOLT DIA. 712/1) YA2CL-2TC14 1/4" U i a� YA25-2LN 1/2" 3 COMPRESSION LUG GROUND CONNECTION E-2 SCALE: N.T.S. #6 AWG FROM ANTENNA CABLE GROUND KIT AND SUPPORT MAST, BRACKET, ETC. GROUND BAR ON WALL OR AT ANTENNA MAST ?ONLY o SEE ALSO ®0 0 0 0 0CAD WELDCAD WELD #2 AWG TO GROUND ONLY BAR OR GROUND RING GROUND WIRE INSTALLATION TO GROUND BAR SCALE: N.T.S. LT o JOHN D. RENO > r, No. 32989 '��!IOXAL (P�NANDOAH ower Service, Ltd. P051 Office Box 956 Staunton, VA. 24402 1 -BBB -616-7436 d ? tloat E> 1 n � U i a� ■ �I tri M m U m�' 0 m mg 4t N P: m fii o �0m eA IL ALL DRAWINGS AND WRITTEN MAIERIAL CONTAINED HEREIN ARE THE PROPERTY OF PHR 3 A AND MAT 407 BE DUPLICATED, USED OR DISCLOSED MUM IK RRRTEN CONSENT OF PHR d A RELEASE DATE D5/2B/02 06/06/02 PRELIMINARY 07/02/02 REVISED FINAL REVISIONS NM TATE ,& 07/02/02 REVISED PER COMMENTS A& PROPERTY OF THE OWNER. IT IS PRODUCED SOL02 FOR USE BY THE OWNER AND ITS AFRUATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAWffD IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE DINNER. DTLIWN BY: J. FLAXMAN CHECKED BY: J. RENO FEE -- WASHINGTON GAS SITE NUMBER SITE ADDRESS 350 HILLANDALE LANE WINCHESTER, VA. 22602 SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E-1 PLOT SCALE: 1-20 01 Au vICw METER BOARD ELEVATION SCALE: N.T.S. FINISHED GRADE OTTOM C TRENCH cin ineuu 0 METER BOARD ELEVATION SCALE: N.T.S. 8'-0' I TELCO MOUNTING AREA I C N B" X B' X 24" WIREWAY TELCO 4' PVC FROM TELCO SERVICE PVC (ELECT) TO CUSTOMER EQUIPMENT PER CUSTOMER SPECIFICATION NOTES: 1. LUMBER IS INDICATED AS PRESERVATIVE TREATED OR IS SPECIFIED TO BE TREATED. COMPLY WITH APPLICABLE REQUIREMENTS OF AWPA C2 (LUMBER). 2. PRESSURE TREAT A80VE GROUND ITEMS WITH WATERBORNE PRESERVATIVES TO A MINIMUM RETENTION OF 0.25 ID/cu.it. (4.Okg/cu.m). AFTER TREATMENT, KILN LUMBER TO MAXIMUM MOISTURE CONTENT OF 19 PERCENT. 3. PRESSURE TREAT WOOD MEMBERS IN CONTACT WITH GROUND OF FRESHWATER WITH WATERBORNE PRESERVATIVE TO A MINIMUM RETENTION DF 0.40 lb/cu-ft. (6.4 kg/cu.m) 4. LUMBER CUT AFTER TREATMENT, APPLY FIELD TREATMENT COMPLYING WITH AWPA M4 TO CUT SURFACE- 5. URFACE5. ALL BOARDS TO BE PRE -DRILLED TO PREVENT SPLITTING. S. 16 PENNY -GALVANIZED, SPIRAL NAILS, THREE (3) PER BOARD/6x6 POST. -.._ .._......._ .....EAD TOP VIEW NIPPLE BETWEEN WIREWAYS SCALE: N.T.S. SQUARE D METER- PAK MP642D0 4-2-1/2' x 6' NIPPLE W/ MEYERS HUB 12" X 12" X 36' ELECTRIC WIREWAY 4" PVC FROM UTILITY SERVICE POLE OR XFMR CAP 2' ABOVE FIN. GRADE (SPARE) 4' PVC FROM UTILITY SERVICE POLE OR XFMR TELCO AND ELECTRIC SIDE SCALE: N.T.S. ITEM DESCRIPTION QUANTITY 1 6" x 6' x 14' PT POST 2 ea 2 2" x 8" x 10' PT BOARDS 21 e0 3 16 PENNY -GALVANIZED, SPIRAL NAILS 2 Its 4 Wa 15 cu. ft. t 5 No I I 2 ea. IN � am I 10 ALARM MONITORING SYSTEM ENCLOSURE 11 RFE MANUAL ENCLOSURE 12 TELCO DEMARC a0? q. 6 x N Q • m �.gzoaf °dm'Do m LL h1 �e N 0 n 18" TYP. CONC. 0 I 4•• jt' i METER BOARD ELEVATION SCALE: N.T.S. FINISHED GRADE OTTOM C TRENCH cin ineuu 0 METER BOARD ELEVATION SCALE: N.T.S. 8'-0' I TELCO MOUNTING AREA I C N B" X B' X 24" WIREWAY TELCO 4' PVC FROM TELCO SERVICE PVC (ELECT) TO CUSTOMER EQUIPMENT PER CUSTOMER SPECIFICATION NOTES: 1. LUMBER IS INDICATED AS PRESERVATIVE TREATED OR IS SPECIFIED TO BE TREATED. COMPLY WITH APPLICABLE REQUIREMENTS OF AWPA C2 (LUMBER). 2. PRESSURE TREAT A80VE GROUND ITEMS WITH WATERBORNE PRESERVATIVES TO A MINIMUM RETENTION OF 0.25 ID/cu.it. (4.Okg/cu.m). AFTER TREATMENT, KILN LUMBER TO MAXIMUM MOISTURE CONTENT OF 19 PERCENT. 3. PRESSURE TREAT WOOD MEMBERS IN CONTACT WITH GROUND OF FRESHWATER WITH WATERBORNE PRESERVATIVE TO A MINIMUM RETENTION DF 0.40 lb/cu-ft. (6.4 kg/cu.m) 4. LUMBER CUT AFTER TREATMENT, APPLY FIELD TREATMENT COMPLYING WITH AWPA M4 TO CUT SURFACE- 5. URFACE5. ALL BOARDS TO BE PRE -DRILLED TO PREVENT SPLITTING. S. 16 PENNY -GALVANIZED, SPIRAL NAILS, THREE (3) PER BOARD/6x6 POST. -.._ .._......._ .....EAD TOP VIEW NIPPLE BETWEEN WIREWAYS SCALE: N.T.S. SQUARE D METER- PAK MP642D0 4-2-1/2' x 6' NIPPLE W/ MEYERS HUB 12" X 12" X 36' ELECTRIC WIREWAY 4" PVC FROM UTILITY SERVICE POLE OR XFMR CAP 2' ABOVE FIN. GRADE (SPARE) 4' PVC FROM UTILITY SERVICE POLE OR XFMR TELCO AND ELECTRIC SIDE SCALE: N.T.S. ITEM DESCRIPTION QUANTITY 1 6" x 6' x 14' PT POST 2 ea 2 2" x 8" x 10' PT BOARDS 21 e0 3 16 PENNY -GALVANIZED, SPIRAL NAILS 2 Its 4 CONCRETE 15 cu. ft. t 5 2' X 6" X S' PT BOARD 2 ea. 6 LIGHT CONTROLLER(S) & SO CABLE 10 ITEM DESCRIPTION SUPPLIER / COMMENTS 1 SQUARE D METER PAK #MP64200 2 SPECTX TRANSFER SWITCH/SURGE 3 WIREWAYS (ALL SIZES) 4 PRESSURE TREATED LUMBER 5 CONDUIT (ALL SIZES) 6 CONDUIT FITTINGS & HARDWARE 7 CONDUIT NIPPLES (ALL SIZES) 8 WIRE FOR ALL CONNECTIONS 9 LIGHT CONTROLLER(S) & SO CABLE 10 ALARM MONITORING SYSTEM ENCLOSURE 11 RFE MANUAL ENCLOSURE 12 TELCO DEMARC c KC ,-7 a JOHN D. RENO U � No. 32989 '-;;iIONAL 1 2-1/2" DIA. NIPPLE IN FROM TELCO SERVICE 2-1/2' DIA. NIPPLE OUT TO CUSTOMER EQUIPMENT 8' X S' X 24' WIREWAY TELCO FINISHED GRADE CADWELO TO NEAREST FENCE POST END VIEW TO GROUND RING B' x e" x 72" 4" PVC FROM SERVICE SCALE: N.T.S. WIREWAY ELECTRIC W/3-1" INTERDUCTS PVC (TELCO) TO CUSTOMER EQUIPMENT PER CUSTOMER SPEC. TOWER LIGHTING CONTROL SIDE SCALE: N.T.S. (111--;_::l��i'lTeR2 AH Ltd. Post Office Boz 956 SWuntan, VA. 24402 1 -BBB -816-7436 > n gg � G 9 g r � U m a� TELCO DEMARK MOUNTING AREA N 9 dU� 0 1 10 pp m C N O tZ s a C m V1 } m�yym �I q. 6 2-1/2" DIA. NIPPLE IN FROM TELCO SERVICE 2-1/2' DIA. NIPPLE OUT TO CUSTOMER EQUIPMENT 8' X S' X 24' WIREWAY TELCO FINISHED GRADE CADWELO TO NEAREST FENCE POST END VIEW TO GROUND RING B' x e" x 72" 4" PVC FROM SERVICE SCALE: N.T.S. WIREWAY ELECTRIC W/3-1" INTERDUCTS PVC (TELCO) TO CUSTOMER EQUIPMENT PER CUSTOMER SPEC. TOWER LIGHTING CONTROL SIDE SCALE: N.T.S. (111--;_::l��i'lTeR2 AH Ltd. Post Office Boz 956 SWuntan, VA. 24402 1 -BBB -816-7436 > n gg � G 9 g r � U m a� C �a N 9 dU� q � N O pp m C N O tZ s a C m V1 } m�yym q. 6 Q • m �.gzoaf °dm'Do m LL h1 �e ALL DRAW.NGS AND WRITTEN MATERIAL CONTAINED HEREIN ARE THE PROPERTY OF PHR Nt A AND .AT NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT 1HE WRITTEN CONSENT OF PHR 3 A RELEASE DATE 05/29/02 06/116/02 PREUMINARY RE mas NO, DATE QT 7/02/02 REVISED PER COMMENTS m 0 PROPERTY OF 11E OWNER. R IS PRODUCED SOLEL' FOR 115E BY THE OWNER AND ITS AFFlUAlK REPRODUCTION OR USE OF THIS DRA7W0 AND/OR THE WFORk1ATNNN CONTAINED W 1T 15 FORBNFN WTTHCUT THE WRITTEN PERMISSION OF THE OWNER, DRAWN BY: J. FLAXMAN CHECKED BY: J. RENO SOE NAE WASHINGTON GAS SITE NUMBER SITE ADDRESS 350 HILLANDALE LANE WINCHESTER, VA. 22602 SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E-2 PLOT SCALE: 1-20 S m TRISAI TSCtFICA110N 1. FURNISH ALL LABORMATERIALS, T 0 OLS EQUIPMENT E T SERVICES FOR ALL ELECTRICAL WORK AS INDICATED IN ACCORD WITH PROVISIONS OF CONTRACT DOCUMENTS. COORDINATE WITH WORK OF ALL OTHER TRADES. FURNISH ANO INSTALL AL SUPPLEMENTARY OR MISCELLANEOUS ITEMS AND DEVICES TO SECURE ALL COMPLETE INSTALLATION 2. FOR EXACT LOCATION OF BUILDING ELEMENTS, REFER TO ARCHITECTURAL DWG'S. FIELD VERIFY LOCATION AND ARRANGEMENT OF ALL EXISTING SYSTEMS AND EQUIPMENT 3. ALL EXTERIOR DEVICES AND EQUIPMENT SHALL BE WEATHERPROOF, NEMA -3R 4. PERFORM ALL WORK IN ACCORD WITH FOLLOWING CODES: 1. FEDERAL, STATE AND LOCAL CODES, REGULATIONS AND ORDIANCES, 2. NATIONAL ELECTRICAL CODE (NEC), 1996 EDITION. 3. ALL AUTHORITIES HAVING JURISDICTION. 5. USE UL LABELED ELECTRICAL MATERIALS WHERE USTINC HAS BEEN ESTABLISHED FOR MATERIALS OR DEVICES IN QUESTION_ 6. SAFETY SWITCH: HEAVY DUTY TYPE IN NEMA -1 IN DAMP OR WET LOCATIONS. 7. CONDUIT: ALL ELECTRIC METALLIC TUBING CONNECTORS SHALL BE COMPRESSION TYPE (NO POT -METAL AND SET SCREW), MIN. 3/4 IN. USE FLEXIBLE METAL (STEEL) CONDUIT FOR CONNECTION TO ALL VIBRATING EQUIPMENT AND CASEWORK_ B. WIRE IN CONDUIT SIZED 110 AWG AND SMALLER SHALL BE SOLID COPPER WIT TYPE THWN/THHN 600 VOLT INSULATION. THE MIN. CONDUCTOR SIZE SHALL BE NO 12 AWG. CONTROL WIRING MAY BE NO. 14 AWG. A GROUND WRE SHALL BE INSTALLED IN ALL CIRCUITS. WIRE OF SIZES 8 AWG OR LARGER SHALL BE STRANDED COPPER WITH TYPE XHHW, TH.W OR THHN 600 VOLT INSULATION. SPLICES FOR WIRE SIZES OF j'8 AWG OR LARGER SHALL BE SPLIT -BOLT CONNECTORS WITH SUFFICIENT LAYERS OF TAPE TO EQUAL INSULATION OR WIRE BEING SPLICED. 9. PROVIDE NAMEPLATES ON ALL PIECES OF ELECTRICAL EQUIPMENT, SUCH AS. CIRCUIT BREAKERS, DISCONNECT SWITCHES, PANELBOARDS, ALL PULL BOXES. NAMEPLATESAHALL BE ENGRAVED MTN WHITE LETTERS ON A BLUE FIELDS, 2-1/2'X3/4' WITH 1/4" HIGH (MIN.) 'SETONFLEX' TO WITHSTAND EXTREME INDOOR AND OUTDOOR TEMPERATURES. PLATE SHALL HAVE PRESSURE SENSITIVE ADHESIVE BACKING SUITABLE FOR OUTDOORS. 10. THE CABINET SHALL BE PROVIDED AS A PREFABRICATED PACKAGED UNIT. THE CONTRACTOR IS TO PROVIDE ALL OTHER EQUIPMENT, CONDUIT AND CABLING FOR A COMPLETE JOB. 11. ALL TERMINATIONS SHALL BE LISTED AND IDENTIFIED FOR USE WITH 75- C RATED CONDUCTORS. 12. POWER COMPANY OR THE CONTRACTOR WHERE REQUIRED BY THE POWER COMPANY, SHALL TERMINATE THE POWER CABLES(SUPPUED BY THE POWER CO-) AT THE UTILITY METER LOCATED ON THE CABINEL 13. CONDUIT LINES SHALL HAVE A CONTINUOUS SLOPE DOWNWARD AND AWAY FROM THE CABINET TO THE PROPERTY LINE SO THAT WATER WILL FLOW AWAY FROM THE CABINET- LL BE EXCAVATED ALONG S STRAIGHT NES BEFORE CONDUITS SARE LAID CHES ASo THE ELEVATION CAN BE ADJUSTED, IF NECESSARY, TO AVOID UNSEEN OBSTRUCTIONS. MANUFACTURED BENDS SHALL HAVE A MIN. RAD. 36" FOR CONDUITS. 14, BENDS SHALL HAVE A MINIMUM RADIUS 36" FOR CONDUITS. ALL CONDUITS ENTERING THE SHELTER SHALL BE SEALED WITH SEALANTS THAT ARE IOENTIFIED FOR USE WITH THE CABLE INSULATION, SHIELD, OR OTHER COMPONENTS. A BEAD OF SIUCONE SHALL BE PLACED AROUND ALL CONDUIT PENETRATIONS INTO THE CABINET. 15. METER SOCKET TO BE SUPPLIED BY OR AS PER POWER COMPANY REQUIREMENTS. 16. GROUND FAULT PROTECTION IS REQUIRED FOR ANY UTILITY RECEPTACLES. 17. WHITE/NEUTRAL, GREEN/GROUND, SHALL BE MAINTAINED THROUGHOUT THE SITE ELECTRICAL SYSTEM. CABLE WORKS GENERA' NOTES 1. ALL CABLE SHALL BE ANDREWS LDF SERIES WITH NF CONNECTIONS AT BOTH ENDS. 2. ALL JUMPERS AT THE ANTENNA TO BE LDF SERIES (NO SUPERFLEX), 5 -FOOT, 1 /2"NM z DM. 3. ALL JUMPERS AT THE EQUIPMENT TO BE LDF SERIES 18"-6' MAX., 1/2 -NM x 1/2"NM (SUPERFLEX ALLOWED IN SHELTER), 4. ALL EXTERIOR CONNECTIONS SHALL BE WEATHERPROOF TAPED. 5. ALL GROUND KITS SHALL BE 2 HOE LUG (NO SCREW -ON LUGS ALLOWED)_ 6. ALL COAX CABLES TO BE RUN INSIDE MONOPOLE, WHERE POSSIBLE, NO HANGERS WILL BE REQUIRED WHEN CABLES ARE RUN INSIDE MONOPOLE. 7. ALL COAX CABLES RUN ON A WAVEGUIDE LADDERS, ON STANDOFF, ON THE EXTERIOR OF A MONOPOLE, ON A GUYED TOWER, ON A SELF SUPPORT TOWER OR ON A POLE SHALL BE SUPPORTED EVERY FOUR (4) FEET. CENERAI NOTES TO ELECTRICAL CONTRACTOR I. THE CONTRACTOR SHALL PROVIDE (FURNISH AND INSTALL) ALL NECESSARY CONDUITS, WIRING AND OUTLET BOXES TO SUPPORT THE FURNISHED ITEMS. 2. PROVIDE HIRING IN CONDUIT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION AND N.E.C. 3. FOR LOCATION OF NEW EQUIPMENT CABINET & ANTENNAS, SEE SITE PLAN. 4. COORDINATE IN ADVANCE ALL WORK TO BE DONE WITH POWER UTILITY CO. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL CONNECTIONS AND MAKING A COMPETE OPERATIONAL SYSTEM AS APPROVED BY CROWN COMMUNICATIONS REPRESENTATIVE. 6. RE CONTRACTOR SHALL CONFER, COORDINATE, AND COMPLY WITH RECOMMENDATIONS MADE BY RE NEW EQUIPMENT CABINET MANUFACTURER'S REPRESENTATIVE. 7. ELECTRICAL CONTRACTOR TO INCLUDE THE FINAL CONNECTION WORK AND TE TELEPHONE CON ECTIONEQUIRED PERMITTINGNTOI ONS EQUIPMIENT CABINET. MP ETO COLETE THE � AND GENERAL CONTRACTOR FOR EQUIPMENT CABINET. 8. PRIOR TO ANY WORK OR ORDERING OR ANY MATERIALS, THE CONTRACTOR SHALL VERIFY THAT THE EXISTING SERVICE VOLTAGE L GE IS THE SAME VOLTAGE AS SHOWN FOR THE NEW EQUIPMENT. IF THE VOLTAGES ARE THE SAME, THE CONTRACTOR MAY PROCEED. IF DIFFERENT, THE CONTRACTOR SHALL NOTIFY CROWN COMMUNICATIONS IMMEDIATELY AND OBTAIN FURTHER DIRECTION. 1.1 MATERIALS ALL GROUNDING WIRE SHALL BE TIN COATED COPPER, / 2/GREEN INSULATED WILL BE USED FOR ED. GROUNDS TO RING. - #2 AWG BARE STRANDED SOFT DRAWN COPPER CABLE UNLESS OTHERWISE NOTED ON THE DRAWING. - LYNCOLE "XIT" GROUND RODS (REFER TO SECTION 2.1) - CAD WELD OR OTHER APPROVED EXOTHERMIC WILDING SYSTEM 1-2 GROUND RING PLACEMENT THE OUTSIDE GROUND RING SHALL BE PLACED AROUND THE STRUCTURE AT A DISTANCE OF ONE FOOT FROM THE FOUNDATION A7 A DEPTH OF TWO FEET OR SIX INCHES BELOW FROST UNE, WHICHEVER IS DEEPER, 1.3 LIMITS OF BEND RADIUS IT IS IMPORTANT THAT THE WIRE CONNECTING THE INSIDE AND OUTSIDE GROUND RINGS BE ASSTRAIGHT AS POSSIBLE, WITH NO TURN SHORTER THAN A ONE FOOT RADIUS, DEVIATING FROM THESE GUIDELINES WOULD ADD INDUCTIVE REACTANCE, WHICH WILL EFFECTIVELY DECOUPLE THE TWO SYSTEMS IF LIGHTNING ENERGY IS INTRODUCED. THIS IS DUE TO THE VERY FAST RISE TIMES ENCOUNTERED WITH LIGHTNING STRIKES. AVOID ALL 90' TURNS. 1.4 CONNECTION M THODS ALL EXTERIOR & BURIED CONNECTIONS WILL CAO WELD OR OTHER APPROVED EXOTHERMIC WELDING SYSTEM. CONNECTIONS TO THE SKID ON METAL BUILDING MAY BE MADE WITH MECHANICAL. CONNECTORS. RF GROUND CONNECTIONS TO BUSS BAR WILL BE MECHANICAL CONNECTED WITH TWO HOLE LUGS. GROUND CONNECTION SHALL BE FREE OF DIRT, GREASE & PAINT. ALUMINUM WIRE MAY NOT BE USED FOR GROUNDING AND SOLDER BONDS ARE PROHIBITED FOR ALL GROUND CONNECTIONS. 1.5 AC POWER 2OUNDING CONNECTIONS AT THE ON-SITE RISER POE OR METER PEDESTAL, THE AC. SERVICE NEUTRAL SHALL BE MECHANICALLY BONDED TO THE AC, SERVICE ENTRANCE GROUND AS SPECIFIED By THE NATIONAL ELECTRIC CODE, ARTICLE 250, AND/OR APPROPRIATE LOCAL CODES. TWO GROUND RODS SHALL BE PROVIDED AT THIS POINT, INDEPENDENTLY FROM THE GROUND RING. A SEPARATE AC SERVICE GROUND AND NEUTRAL SHALL THAN BE ROUTED AND CONNECTED TO THE MAIN DISCONNECT MOUNTED INSIDE OR ON THE EXTERIOR OF THE CABINET. THE GROUND ROD, BONDING AND DOWN CONDUCTORS SHALL CONSIST OF THE FOLLOWING MINIMUM MATERIALS AND CONNECTION METHODS. ALL GROUND RODS SHALL BE 5/8" X 8' COPPERCLAD THE TOP OF THE RODS SHALL BE BURIED TO A MINIMUM DEPTH OF 2'-6" (OR 6" BELOW THE FROST LINE WHICHEVER IS DEEPER). THE DOWN CONDUCTOR SHALL BE Y2 SOLID TINNED COPPER WIRE AND SHALL BE INSTALLED FROM THE GROUND ROD TO THE AC SERVICE NEUTRAL/GROUND BONDING. CONNECTION TO THE GROUND ROD SHALL BE GAO OR OTHER APPROVED EXOTHERMIC WELDING SYSTEM. CONNECTION 70 THE NEUTRAL/GROUND BONDING SHALL BE MECHANICAL. 1.6 0-AXIAL/CABLE GROUNDING THE NORMAL INSTALLATION GUIDELINE FOR ANTENNA COAXIAL/ CABLE GROUNDING PER TRANSMISSION LINE PER TOWER HEIGHT IS AS FOLLOWS: 1. TOWERS ESS THAN 200' USING AN EQUIPMENT SHELTER -3 GROUNDING CONNECTIONS PER COAX CABLE: TOWER TOP ATTACHMENT PONT, 1-2' BELOW TRANSITION POINT, TOWER BOTTOM ATTACHMENT PONT, 1-4' ABOVE TRANSITION POINT AND AT THE BUILDING PENETRATION. 2. TOWERS OVER 200' USING AN EQUIPMENT SHELTER -4 GROUNDING CONNECTIONS PER COAX CABLE; TOWER TOP ATTACHMENT POINT, 1-2' BELOW TRANSITION POINT, TOWER MIDDLE ATTACHMENT POINT, TOWER BOTTOM ATTACHMENT POINT, 1-4' ABOVE TRANSITION POINT AND AT THE BUILDING PENETRATION. 3, TOWERS LESS THAN 200' USING EXTERIOR CABINETS -2 GROUNDING CONNECTIONS PER COAX CABLE; TOWER TOP ATTACHMENT POINT, 1-2' BELOW TRANSITION POINT AND TOWER BOTTOM ATTACHMENT POINT, 1-4' ABOVE TRANSITION POINT. 4, TOWERS OVER 200' USING EXTERIOR CABINETS -3 GROUNDING CONNECTIONS PER COAX CABLE; TOWER TOP ATTACHMENT PONT, 1-2' BELOW TRANSITION POINT, TOWER MIDDLE ATTACHMENT POINT AND TOWER BOTTOM ATTACHMENT POINT, 1-4' ABOVE TRANSITION POINT. 1,7 ANTENNA GROUNDING A. CONNECTION REQUIREMENTS ALL TOWER/ANTENNA GROUNDING CONNECTIONS SHALL BE CADWELD. ALL BENDS IN THE TOWER GROUNDING SYSTEM SHALL HAVE A MINIMUM RADIUS OF 1'. CONNECTIONS SHALL BE MADE BY THE SHORTEST POSSIBLE ROUTE, GENERALLY A SRAIG14T UNE. 8. ICE BRIDGE CAD WELD )'2 SOLID TINNED COPPER VIRE TO EACH PIPE SUPPORTING THE CABLE SUPPORT STRUCTURE IN THE FRONT/BACK AND MIDDLE IF OVER 20'. BOND TOGETHER EACH SECTION OF ICE BRIDGE USING p2 SOUD TINNED COPPER WIRE CAD WELDED TO EACH SECTION. LB PERIMETER FENCE ra UNDIN WHEN INSTALLED, THE PERIMETER FENCE SHALL BE CONNECTED IN AT LEAST SIX PLACES TO THE MAIN EXTERIOR GROUND RING. CAD WELDING CONNECTIONS SHALL BE MADE ON THE CORNER METALUC 6" - 12" ABOVE FENCE POSTS AND THE TWO POSTS SUPPORTING THE GATE AND THE EXTERIOR GROUNDING RING USING OLID TINNED GATEPOST COPPER U NG2/0 WIRE. GATE FCONNECTED SHALL BE NSU ATEDWELDINGCABE CAD WELDED EACHO THE GATEPOST AND THE GATE LEAF FRAME. .2 TESTING A. CERTIFIED MEASUREMENTS TO BE TAKEN AND SUBMITTED PRIOR TO CONNECTION TO MAIN SERVICE UTILITY GROUND. GROUND GRID RESISTANCE SHALL NOT EXCEED 5 OHMS. B. UPON COMPLETION RON OfTHE GROUNDINSTALLATION AND BEFORE CONNECTION TO THE PERMANENT FACILITY POWER, THE ELECTRICAL CONTRACTOR SHALL PROVIDE AT HIS EXPENSE, A MEASUREMENT OF THE NEW EARTH GROUNDING ELECTRODE SYSTEM. THE TESTING SHALL UTIUZE AN EARTH RESISTANCE METER AND BE CONDUCTED IN ACCORDANCE WITH THE IEEE STANDARD 3 POINT FALL OF POTENTIAL METHOD. C. NOTIFY THE OWNERS REPRESENTATIVES THREE DAYS PRIOR TO THE SCHEDULED TESTING DATE SO THEY MAY BE PRESENT AT THE TIME OF TESTING. D. THE GROUNDING SYSTEM SHALL PASS A 'SIXTY TWO PERCENT FALL -OF-POTENTIAL" TEST. THE MINIMUM LENGTH OF THE TEST CONDUCTORS SHALL BE 150 FEET. CONTRACTOR SHALL HAVE A CURVE OF RESISTANCE VS. DISTANCE PREPARED. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE IF THE MEASURED RESISTANCE IS ABOVE 5 OHMS. o � JOHN D. RENO a L) No. 32989 -SjONAL �`� NAND AH (�� 1-::O `ower Service, Ltd - Post dace 8" 956 Slaummn, VA. 24402 1-889-816-7436 i > 56a n a ppii v a m m U 0 v m ,o m m H a si a m��ym �N Y,mzmm r 9 I ALL DRAWINGS AND WRITTEN MATERIAL CONTNNEE HEREIN ARE TFE PROPERTY OF PHR & A AND MAT NOT BE OIRUCATED, USED OR DISCLOSED WITHOUT 111E W ITTEN CONSENT OF PHR & A RELEASE DATE D5/29/02 08/08/112 PRELIMINARY 07/02/02 REVISED FINAL REVISIONS NO. DATE ,1 7/02/02 REVISED PER COMMENTS m PROPERTY OF THE OWNER. IT IS PRODUCED SOLE. FOR USE BY THE OWNER AND ITS AFFILIATES REPRODUCTION OR USE OF THIS DRAM'. AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN MTHOUT THE TRITTEN PERMISSION OF THE OWNER DRAWN BY: J. FLAXMAN CHECKED BY: J. RENO SITE. _- WASHINGTON GAS SITE N19ABER SITE ADDRESS 350 HILLANDALE LANE WINCHESTER, VA. 22602 SHEET TITLE ELECTRICAL NOTES SHEET NUMBER E-3 PLOT SCALE: 1-20 WASHINGTON GAS 350 HILLANDALE LANE o�$iXyH OF N WINCHESTER, VA. 22602 JOHN D. RENO o�Lie. No. 32989 v cvX yl ONAL A C AIR CONDITIONING MGR MANAGER A J ADJUSTABLE MIN MINIMUM AFF ABOVE FINISH FLOOR MISC MISCELLANEOUS APPROX APPROXIMATELY 1 -886 -BIB -7436 - PHONE DEED BOOK & n,90E ASTM AMERICAN SOCIETY FOR N NORTH APPLICA FEMA WASHINGTON GAS TESTING AND MATERIALS NA NOT APPLICABLE AWG AMERICAN WIRE GAUGE NIC NOT IN CONTRACT (540) 932-2381 - FAX NTS NOT TO SCALE BLDG BUILDING ELEVATION - 748.0' 3 AMSL AT WE BLK BLOCK OC,./c ON CENTER BMR BASE MOBILE RADIO OD OUTSIDE DIAMETER B/S BUILDING STANDARD OPG OPENING OPP OPPOSITE - CLO CEILING - CIR CLEAR PLYWD PLYWOOD CONC CONCRETE PR PAIR CONST CONSTRUCTION PRDJ PROJECT CONT CONTINUOUS PROP PROPERTY PT PRESSURE TREATED DBL DOUBLE DIA, 0 DIAMETER REQ'D REQUIRED DAG DAGONAL RM ROOM DIM DIMENSION RO ROUGH OPENING ON DOWN DTL,DETL DETAIL S SOUTH DWG DRAWING SHT SHEET SIM SIMILAR E EAST SPEC SPECIFICATION EA EACH SQ SQUARE ELELEV ELEVATION SS STAINLESS STEEL ELECT ELECTRICAL STL STEEL EQ EQUAL STRUCT STRUCTURAL EQUIP EQUIPMENT SUSP SUSPENDED EW EACH WAY SV SHEET VINYL I EXIST EXISTING EXT EXTERIOR THRU THROUGH TNND TINNED FIN FINISH TOC TOP OF CONCRETE FLUOR .FLUORESCENT TOM TOP OF MASONRY FLR FLOOR TYP TYPICAL FT FOOT UBC UNIFORM BUILDING GA GAUGE CODE GALV GALVANIZE(D) UNC UNLESS NOTED GC GENERAL CONTRACTOR OTHERWISE GRND GROUND GWB GYPSUM WALL BOARD VERT VERTICAL GYP BD GYPSUM BOARD VIF VERIFY IN FIELD VT VINYL TILE HARD'WD HARDWOOD HORIZ HORIZONTAL W WEST HR HOUR W/ WITH HT HEIGHT WIN WINDOW HVAC HEATING, VENTING & W/ Q WITHOUT AIR CONDITIONING WP WATERPROOF ID INSIDE DA IN NCH INFO INFORMATION INSULNSULATION INTERIOR NTERIOR ANGLE LB(S) POUND(S) & AND CENTER UNE MAX MECH MAXIMUM MECHANICAL IE PROPERTY LINE ME7.MTL METAL O AT MFR MANUFACTURER # NUMBER I Q REVISION '_1 DETAIL REFERENCE < KEY NOTE +� �Y ELEVATION REFERENCE r -IM -1 ROOM NUMBER SECTION REFERENCE �t2] KEYED NOTE - ABBREVIATIONS AND SYMBOLS ENSIINEEB PATTON. HARRIS, RUST & ASSOCIATES 401 EAST MARKET STREET, SUITE 209 CHARLOTTESVILLE VA. 22901 JOHN D_ RENO - PROJECT MANAGER (434) 295-3130 - PHONE (434) 295-3005 - FAX I CONSULTANT TEAM I cuF DESCRIPTION T-1 TITLE SHEET S-1 SITE PLAN AND ELEVATION SHEET INDEX PROJECT MANAGER: - CONSTRUCTION MANAGER: - NETWORK OPERATIONS MANAGER: - NATIONAL DIRECTOR MANAGER: - SIGNATURE DAT APPROVED BY SITE NAME PARCEL WASHINGTON GAS NUMBER TM. 63 ((2)) B SITE N MB R AIAGESTERIAL DISTRICT SHAWNEE SITE ARFSa ZONING 3_DD50 HILLANDALE LANE _ _ JURISDICTION _ FREDERICK COUNTY WINCHESTER VA. 22602 SITE OWNER ZONING WASHINGTON GAS CLASS Ml 350 HILLANDALE LANE WINCHESTER, VA. 22602 1 -886 -BIB -7436 - PHONE DEED BOOK & n,90E (540) 932-2381 - FAX D.B. 380 PG. 239 APPLICA FEMA WASHINGTON GAS FLOOD PLANE N/A 350 HILLANDALE LANE WINCHESTER, VOL 22802 1-8BB-816-7436 - PHONE (540) 932-2381 - FAX • N RAL INFORMATION LATITUDE - N 39' 07' 32' LONGITUDE - W 71' 11' 06' ELEVATION - 748.0' 3 AMSL AT WE SUMMARY LANDOWNER: SIGNATR LAU LANDOWNER APPROVAL ��.�. '• � !� � � �� > %v � �� -. ;_ / ;-erg = �t y 651 ] 2 -� /•'� 644 %y Shenandca 3; CJ �11�/�1``•1 n _- // _ Memorial Pa - 81., a k .: I ; l- f� zzI PROJECT DESCRIPTION THE PROJECT INCLUDES: RE -LOCATION OF DISH NO WATER SUPPLY OR SEWAGE RUN TO SITE PROJECT DESCRIPTION SITE PLAN IS VALID FOR 5 YEARS CIGNATURF E ZONING ADMINISTRATOR APPROVAL SITE 11RECDONc. FROM THE 1-84 8 I -Bl INTERCHANGE PROCEED NORTH ON 1-81 FOR APPROX 89 MILES TO EXIT 314 AT TOP OF EXIT RAMP TURN RIGHT ONTO RT 37, TAKE tMEDIATE LEFT ONTO HILLANDALE LANE PROCEED ON HILLANDALE LANE FOR APPROX. .25 MLLES WASHINGTON GAS WILL BE ON YOUR RIGHT. SITE IS ON BACKSIDE OF BUILDING DIRECTIONS TO SITE SIGNATURE LAU INSPECTOR APPROVAL ALL DRA04M AND WWTIEN MATERIAL CONTAINED HEREIN ARE TIE PROPERTY OF PHR h A AND MAT NOT HE DIRUCATFD, USED OR DSOASED WDIWT DE VFJM CaaW OF PIER A A REIEISE DATE 05/29/02 06/06/02 PRELIMINARY 07/02/02 REVISED FINAL 04/09/08 REVISED FINAL MGM NO. DATE t 06/19/02 REVISED PER CDMMENTS 12/03/02 REVISED PER COMMENTS 01/13/03 REVISED PER COMMENTS PROPERTY OF IE DOM R S PRODUCED SOLELY FOR USE TRY THE OINRER AND ITS AFFWTES, REIRMCIION OR USE OF THIS DRAWIG AND/OR THE INFORMATION CONTAINED IN R S FORBDDFlI NITHOUT 1HE RTOTIER PION OF THE ONIER. DRAWN W. R. ESTES CHECKED BY: J. RENO SITE NNAE WAS H I NGTO N GAS SITE NUMBER SITE ADORE85 350 HILLANDALE LANE WINCHESTER, VA. 22602 Sim TOTE TITLE SHEET SHEET NUMBER T-1 PLOT sGALm 1-20 w1 CD iSo \�q 0- \\ FUTURE LOCATION NOTES: OF METERBOARD 1. ADVERTISING SHALL BE PROHIBITED ON THE FACILITY EXCEPT FOR 2S, 4b SIGNAGE PROVIDING OWNERSHIP IDENTIFICATION AND EMERGENCY INFORMATION. NO MORE THAN TWO SIGNS SHALL BE PERMITTED AND THEY SHALL BE LIMITED TO 1.5 SQ. FT. IN SIZE AN NO HIGHER THAN 10 FEET ABOVE GRADE. 2. TELECOMMUNICATION FACILITY SHALL BE CONSTRUCTED WITH MATERIALS OF GALVANIZED FINISH OR PAINTED A NONCONTRASTING BLUE OR GRAY UNLESS OTHERWISE MANDATED BY THE FEDERAL AVIATION ADMINISTRATION OR FEDERAL COMMUNICATION COMMISSION. GRAPHIC SCALE 20 0 10 20 40 i i I I 1 inch = 20' ft SITE PLAN S-, SCALE: 1" = 10' SALT H 0 o � OHN D. RENO Lic. No. 32989 rz� oma, q�-2 !- 0s ww1 'Pl AL h TOP OF PROPOSED MONOPOLE ELEVATION 928.0± VELRAD CENTER OF DISHES EVA 925.0± _ I z� 2 MONOPOLE TOWER ELEVATION S-1 SOME: N.T.S. e U F4 m td w�e 37 38W q ggpd 1 P. ALL DRAWN0 AND WE6TTEH MA18M CONTAINED HUM ARE 19 PROPETM OF PHR & A AND MAT NOT BE DOP=TPD. USED OR DISCLOSED WITHOUT THE NUIEN CONSENT OF PW & A REIFASE DATE 05/29/02 08/08/02 PRELIMINARY 07/02/02 REVISED FINAL 04/09/08 RENSED FINAL BENSONS Na DATE 07/02/02 WMED PER COMMENTS 12/03/02 RXYISED PER COMMENTS ® OIA3/03 RENSED PER MUNTS 04/09/05 %/09/W PR0I`MW OF THE OWWL R IS PRODUCED SOI.EI.Y POR USE BY THE 0*0 AND ITS AMUAIES, REPRODUCTION OR USE OF THIS DUWTN9 AND/OR THE INFN ATION COMANTED N IT IS FMBATDEN MMT THE W URN PERMSSM OF THE OWNER. DRAWN at, R, ESTES CHECKED BY. J. RENO F- -NW__ NAME WASHINGTON GAS SOX HW ER SITE AWREW 350 HILLANDALE LANE WINCHESTER, VA. 22802 FEE-- SITE HEET—SITE PLAN AND ELEVATION NUMBER SHMT S-1 PLOT SmE. 1-20 NANDOAH Tower Service, Ltd. A/C AIR CONDITIONING MGR MANAGER AOJ ADJUSTABLE MIN MINIMUM AFF ABOVE FINISH FLOOR MISC MISCELLANEOUS APPROY APPROYIMATELY E-2 ELECTRICAL DETAILS ASTM AMERICAN SOCIETY FOR N NORTH SHEETINDEX TESTING AND MATERIALS NA NOT APPLICABLE AWG AMERICAN WIRE GAUGE NIC NOT IN CONTRACT NTS NOT TO SCALE BMG BUILDING BLK BLOCK OC,o/c ON CENTER BMR BASE MOBILE RADIO 00 OUTSIDE DIAMETER B/S BUILDING STANDARD OPG OPENING OPP OPPOSITE CLC CEILING CLB CLEAR PLYWO PLYWOOD CONC CONCRETE PR PAIR CONST CONSTRUCTION PRGJ PROJECT CONT CONTINUOUS PROP PROPERTY PT PRESSURE TREATED DBL DOUBLE ' DIA, 0 DWMETER REO'D REQUIRED DIAD DIAGONAL RM ROOM DIM DIMENSION RO ROUGH OPENING ON DOWN OTL.DETL DETAIL S SOUTH DWG DRAWING SHT SHEET SIM SIMILAR E EAST SPEC SPECIFICATION EA EACH 50 SQUARE EL.ELEV ELEVATION SS STAINLESS STEEL ELECT ELECTRICAL STL STEEL EO EQUAL STRUCT STRUCTURAL EQUIP EQUIPMENT SUSP SUSPENDED EW EACH WAY SV SHEET VINYL EYIST EYISTING EYT EYTERIDR THRU THROUGH TNNO TINNED FINFINISH TOC TOP OF CONCRETE FLUOR FLUORESCENT TOM TOP OF MASONRY PER FLOOR TYP TYPICAL FT FOOT UBC UNIFORM BUILDING GA GAUGE CODE GALV GALVANIZE(D) UNO UNLESS NOTED GC GENERAL CONTRACTOR OTHERWISE GRND GROUND GWEI GYPSUM WALL BOARD VERT VERTICAL GYP 80 GYPSUM BOARD NF VERIFY IN FIELD HARD'WO HARDWOOD VT VINYL TILE HORIZ HORIZONTAL W WEST HR HOUR W/ WITH HT HEIGHT WIN WINDOW HVAC HEATING, VENTING & W/o WITHOUT AIR CONDITIONING WP WATERPROOF IDINISIDE DIA. N INCH INFO INFORMATION INSUL. INSULATION INTINTERIOR 4 ANGLE LB(S) POUNO(S) & AND MAX MAYIMUM Q CENTER LINE MECH MECHANICAL R PROPERTY LINE MET.TL M METAL ® AT MFR MANUFACTURER # NUMBER Q REVISION 111111111 L'J DETAIL REFERENCE C KEY NOTE • ELEVATION REFERENCE 100 ROOM NUMBER AlI.JJ 0 KEYED NOTE SECTION REFERENCE ABBREVIATIONS AND SYMBOLS N.ENGINEER PATTON, HARRIS. RUST & ASSOCIATES P.O 80Y 46 1 16 N. MAIN STREET BRIDGEWATER, VA 22812 JOHN O. RENO - PROJECT MANAGER 540 828-2616 - PHONE 540 828-6437 - FAY TANT SHEET NUMRFR DESCRIPTION T-1 TITLE SHEET S -I GENERAL NOTES AND SPECIFICATIONS S-2 TOWER LOCATION PLAN S-3 SITE PLAN AND ELEVATION S-4 SECTIONS & DETAILS E-1 ELECTRICAL DETAILS E-2 ELECTRICAL DETAILS E-3 ELECTRICAL DETAILS E-4 ELECTRICAL NOTES SHEETINDEX �o PROJECT MANAGER: - CONSTRUCTION MANAGER: - NETWORK OPERATIONS MANAGER: - -NATIONAL DIRECTOR MANAGER: - SIGNATURE DATE APPROVED BY WASHINGTON GAS SITE NAME WASHINGTON GAS SITE N iMR R SITE ADDR SS 350 HILLANOALE LANE WINCHESTER, VA. 22602 SITE OWNER WASHINGTON GAS 350 HILLANDALE LANE WINCHESTER, VA. 22602 1-888-816-1436 - PHONE (540) 932-2381 - FAX APPUCAN WASHINGTON GAS 350 HILLANOALE LANE WINCHESTER, VA. 22602 1-888-816-7436 - PHONE (540) 9.32-2381 - FAY GENERAL INFORMATION LATITUDE - N 39' 07' 32' LONGITUDE W 78' 11' 06' ELEVATION - 748.0' 3 AMSL AT BASE I PROJECT SUMMARY 350 HILLANDALE LANE WINCHESTER, VA. 22602 PARCEL NUMBER T.M_ 63 ((2)) B ZQNINC JURISDICTION FREDERICK COUNTY ZONING CLASS MI DEEQ BOOK & PAGE D.B. 380 PG. 239 EEIAA FLOOD PLANE LANDOWNER: - SI.NAT IR DATE LANDOWNER APPROVAL �OHN D. RENO No. 32989 %'�..'SIONAL f'•_. _ 3Y -, V IT L� L - I� .. � Shenandoa �i 1 •` � -i` I c \ � QS _ MemOryl. Pa N - F All Ni.1TG9},�N�,� VICINITY MAP PROJECT DESCRIPTION THE PROJECT INCLUDES: INSTALLATION OF MONOPOLE TOWER AND RE -LOCATION OF DISH AND GROUND PLANE ANTENNAS. NO WATER SUPPLY OR SEWAGE RUN TO SITE PROJECT DESCRIPTION SI•NAT IRf 04TF MUNICIPAL APPROVAL $ITE DIRECTIONS: FROM THE 1-64 & 1-61 INTERCHANGE PROCEED NORTH ON 1-81 FOR APPROY. 89 MILES TO EXIT 310. AT TOP OF EXIT RAMP TURN RIGHT ONTO RT. 37, TAKE IMEDIATE LEFT ONTO HILLANDALE UNE. PROCEED ON HILLANOALE LANE FOR APPROX. .25 MILES. WASHINGTON GAS WLL DE ON YOUR RIGHT, SITE ;S ON BACKSIDE OF BULGING DIRECTIONS TO SITE SIGNATURE DQTF INSPECTOR APPROVAL r NANDOAH 1 ower Service, Ltd. Pmt Office Box 956 Staunton, VA. 24402 1-888-816-7436 a G� Rt p` Li Pill 'S a -40 v a� m m� U 0 m .am m N O �m O �o ALL DRAWPES AIA WRITTEN MAIERUL CONTNNEE HUM ARE THE PROPERTY OF PHR & A AND MAT NOT BE OUPIICATED, USED OR DISCLOSED WITHOUT THE WI TEN CONSENT OF PHR At A RELEASE DATE 05/29/02 D6/06/02 PRELIMINARY 07/02/02 REVISED FINAL RENSIONS MO. DATE Qi 08/19/02 REVISED PER COMMENTS /]l PROPERTY DF THE ONNER. IT IS PRODUCED SOLEL FOR USE BY THE OWNER AND ITS AFFILIATES, REPRODUCTION OR 115E OF 7105 ORAWWO AND/06 THE INFORMATION CONTAINED IN R IS FORBIODEM NITHOUT THE MITTEN PERNSSM OF THE OWNER DRAWN BY: J. FLAXMAN CHECKED BY: J. RENO SNE -- WASHINGTON GAS SITE NUMBER SITE AOURE55 350 HILLANDALE LANE WINCHESTER, VA. 22802 SHEET TIRE TITLE SHEET SHEET NUMBER T-1 PLOT SCALE: 1-20 v1tl1%jIV1m 1. JI/AINU/AtCU Y1NUVIJIUIVJ GENERAL NOTES I -DRAWINGS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE DIAGRAMMATIC ONLY. THE WORK INDICATED ON THE DRAWINGS SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT AND APPURTENANCES. AND LABOR NECESSARY TO COMPLETE THE WORK. VERIFY ALL EQUIPMENT LOCATIONS WITH PROJECT MANAGER. PRIOR TO G A 2 AND BECOME FAMILIAR WITH ALLI CONDITIONS AFFECTING THE 0, THE R PROPOSED VISIT SHALL PROJECT, BINCLUO NG DEMOLITION, MECHANICAL AND ELECTRICAL INSTALLATIONS AND SHALL ADJUST 810 ACCORDINGLY- 3-CONTRACTOR CCORDINGLY. HALL VERIFY 3 AND TCONFIIRM STHAT WOK ASL FIELD INDICATEDONTHESCONSDIMENSIONS ON THE JOB STRUCTION DOCUMENTS (ALSO KNOWN NOWN AS CONSTRUCTION PLANS) CAN BE ACCOMPLISHED AS SHOWN BEFORE PROCEEDING. 4. NOTIFY PROJECT MANAGER OF ANY MAJOR DISCREPANCY REGARDING THE CONTRACT DOCUMENTS, EXISTING S G CONDITIONS, AND OR DESIGN l INTENT. THE CONTR ACTORHA CONTRACTORSHALL BE RESPONSIBLE F R 0 OB TG THIS CLARIFICATION PRIOR TO PROCEEDING OING WITH THE WORKOR RELATED WORK INQUESTION. 5.INSTALL ALL EQUIPMENT AND MATERIALS PER MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED, OR WHERE LOCAL CODES OR REGULATIONS TAKE PRECEDENCE. &CONTRACTOR SHALL VISIT JOB SITE TO REVIEW SCOPE OF WORK AND EXISTING SITE CONDITIONS INCLUDING. BUT NOT LIMITED TO. MECHANICAL SERVICE, ELECTRICAL SERVICE AND OVERALL COORDINATION. 7. ALL TELEPHONE/RADIO EQUIPMENT LAYOUT, SPECIFICATIONS, PERFORMANCE, INSTALLATION AND THEIR FINAL LOCATION ARE TO BE APPROVED BY PROJECT MANAGER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK AND CLEARANCE REQUIRED BY OTHERS RELATED TO SAID EQUIPMENT. B. ALL WORK PERFORMED AND MATERIALS SHALL MEET THE HIGHEST TRADE STANDARDS. AS A MINIMUM STANDARD, CONFORM WITH ALL APPLICABLE CODES. REGULATIONS AND ORDINANCES HAVING JURISDICTION. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK. 9. ELECTRICAL SYSTEMS SHALL BE INSTALLED PER N.E.C. AND IN ACCORDANCE WITH ALL APPLICABLE UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. IO.CONTRACTOR SHALL PROVIDE CONTINUOUS SUPERVISION WHILE ANY SUBCONTRACTORS OR WORKMEN ARE ON THE JOB SITE AND SHALL SUPERVISE AND DIRECT ALL WORK. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS. METHODS. TECHNIQUES, SEQUENCES AND PROCEDURES AND COORDINATING ALL PORTIONS OF THE WORK UNDER THEN CONTRACT. 7 C. 11. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2 -At O8C WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. 12. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH UNIFORM BUILDING CODE (UBC) 1994 EDITION, ALONG WITH 1994 UPC, UMC, AND THE 1994 NEC. 13. CONTRACTOR SHALL PROTECT ALL EXISTING FINISHES THAT ARE TO REMAIN. CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY OCCUR DURING CONSTRUCTION. 14. SEAL ALL PENETRATIONS THROUGH FIE RATED AREAS WITH U.L. LISTED OR F.M. APPROVED MATERIALS. 15. DETAILS AND SCHEMATICS ARE TO PROPOSE TO SHOW END RESULT OF THE DESIGN. MINOR MODIFICATIONS MAY DEEM TO BE NECESSARY TO SUIT JOB CONDITIONS AND DIMENSIONS. SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 16. VERIFY ALL FINAL EQUIPMENT LOCATIONS WITH OWNERS REPRESENTATIVE. 17. DIMENSIONS ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. 18. CLEANUP AND SAFETY: KEEP PROJECT AREA CLEAN. HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS. RUBBISH AND EQUIPMENT REMOVED AND NOT SPECIFIED AS REMAINING THE PROPERTY OF THE OWNER, ETC. LEAVE PREMISES IN A VACUUM AND BROOM CLEAN CONDITION: FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL SYSTEMS EQUIPMENT IN A CLEAN WORKING ORDER UNTIL ACCEPTANCE OF THE PROJECT BY PROJECT MANAGER. 19. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REDUNING THE CONSTRUCTION PLANS TO ILLUSTRATE THE AS -BUILT CONDITION OF THE SITE. THIS WILL BE DONE AFTER THE SITE HAS EEN AWARDED THE FINAL INSPECTION. TWO (2) COPIES OF RECLINED DRAWINGS WILL BE PROVIDED TO PROJECT MANAGER AND THE ARCHITECT. (1 EACH) DIVISION 2: SITE WORK -02100 EARTHWORK AND DRAINAGE PART 1 GENERAL 1. WORK INCLUDED A. REFER TO THE LAND DEVELOPMENT PLAN AND SITE PLAN FOR WORK INCLUDED. 2. RELATED WORK A. CONSTRUCTION OF BUILDING FOUNDATION B. INSTALLATION OF UTILITY & GROUNDING SYSTEM C. ERECTION OF FENCE 3. DESCRIPTIONS A ACCESS ROAD, TURNAROUND AREAS, AND SITES ARE CONSTRUCTED TO PROVIDE A WELL DRAINED, EASILY MAINTAINED. EVEN SURFACE FOR MATERIAL AND EQUIPMENT DELIVERIES AND MAINTENANCE PERSONNEL ACCESS. 4. QUALITY ASSURANCE A. APPLY SOIL STERILIZER IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION (USE AS NEEDED). B. GRASS SEEDS SHALL BE APPLIED AND MAINTAINED AS RECOMMENDED BY THE SEED PRODUCER (IF REQUIRED). C. VEGETATION LANDSCAPING, IF INCLUDED WITHIN THE CONTRACT, WILL BE PLACED AND MAINTAINED AS RECOMMENDED BY NURSERY INDUSTRY STANDARDS (IF REQUIRED). 5. SEQUENCING A,CONFIRM SURVEY STAKES AND SET ELEVATIONS PRIOR TO ANY CONSTRUCTION B. THE COMPLETE ROAD AND SITE AREA WILL BE GRUBBED PRIOR TO FOUNDATION CONSTRUCTION OF PLACEMENT OF BACK FILL OR SUB -BASE MATERIAL C. CONSTRUCT TEMPORARY CONSTRUCTION ZONE ACCESS DRIVE D.THE SITE AREA WILL BE BROUGHT TO SUB -BASE COURSE ELEVATION AND THE ACCESS ROAD TO BASE COURSE ELEVATION PRIOR TO FORMING FOUNDATION. E. F. GRADE, SEED TFERTILIZERPAND MULCH DIISTURBED AREASIMMEDIATELYAFTER BRINGING SITE AND ACCESS ROAD TO BASE COURSE ELEVATION, WATER TO ENSURE GROWTH. C. REMOVE GRAVEL FROM TEMPORARY CONSTRUCTION ZONE TO AN AUTHORIZE AREA OR AS DIRECTED BY PROJECT MANAGER. H. AFTER APPLICATIONS OF FINAL SURFACES, APPLY SOIL STERILIZER TO THE STONE SURFACES. 6. SUBMITTALS A, BEFORE CONSTRUCTION I.IF LANDSCAPING IS APPLICABLE TO THE CONTRACT, TWO COPIES OF THE LANDSCAPE PLAN UNDER NURSERY LETTERHEAD. IF A LANDSCAPE ALLOWANCE WAS INCLUDED IN THE CONTRACT, AN ITEMIZED LISTING OF PROPOSED COSTS UNDER NURSERY LETTERHEAD 2.SUBMIT FORREFER TO SITE PLAN APPROVAL�f/2OR L CU&C FOOT OF ING LITHE MPROPOSED SURFACE COURSE MATERIAL. B. AFTER CONSTRUCTION 1. MANUFACTURER'S DESCRIPTION OF PRODUCT AND WARRANTY STATEMENT ON SOIL STERILIZED. 2. MANUFACTURER'S DESCRIPTION OF PRODUCT ON GRASS AND FERTILIZER 3. LANDSCAPING WARRANTY STATEMENT. /. WAHHANIY A IN ADDITION TO THE WARRANTY ON ALL CONSTRUCTION COVERED IN THE CONTRACT DOCUMENTS THE CONTRACTOR SHALL REPAIR ALL DAMAGE AND REPAIR AREA BACK AS CLOSE TO ORIGINAL CONDITION AS POSSIBLE TO LEASE AREA PROPERTY OR SURROUNDING CAUSED BY CONSTRUCTION. B. SOIL STERILIZATION APPLICATION WILL GUARANTEE VEGETATION FREE ROAD AND SITE AREAS FOR ONE YEAR FROM DATE OF FINAL INSPECTION. C. DISTURBED AREAS WILL REFLECT GROWTH OF NEW GRASS COVER PRIOR TO FINAL INSPECTION. D.LANDSCAPNG, IF INCLUDED WITHIN THE SCOPE OF THE CONTRACT. WILL BE GUARANTEED FOR ONE YEAR FROM DATE OF FINAL INSPECTION PART2 DEMOLITION - 1. DEMOLITION SHALL BE CONTROLLED TO PREVENT THE SPREAD OF DUST TO OCCUPIED PORTIONS OR THE BUILDING. 2. EXISTING WORK TO REMAIN SHALL BE PROTECTED FROM DAMAGE. WORK DAMAGED BY CONTRACTOR SHALL BE REPAIRED TO MATCH EXISTING WORK. 3. AT THE END OF EACH WORK DAY AND DURING INCLEMENT WEATHER, CLOSE ALL EXTERIOR OPENINGS E S WITH WEATHERPROOF COVER. 4.M RE OVE DEBRIS AND RUBBISH FROM THE SITE DAILY. DO NOTALLOW DEBRIS AND RUBBISH ACCUMULATE I TOA A N BUILDING M O OR ON SITE. 5. FOR FLOOR AND WAIL PENETRATIONS: A. CONTRACTOR MUST LOCATE REINFORCING BARS IN EXISTING FLOOR SLABS USING A RFLIARLF NON-OESTRUGTNE TESTING METHOD APPROVED BY THE OWNER. CORE DRILL AS NECESSARY TO ALLOW CABLE PENETRATION WITHOUT CUTTING EXISTING REINFORCING BARS. B.FILL OPENING AFTER CABLE INSTALLATION WITH INSTA-FOAM'S INSTA-FIRE SEAL SILICONE RTV FOAM. PART 3 PRODUCTS 1. MATERIALS A. SOIL STERILIZERS TOTAL KILL PRODUCT 910 - EPA 10292-7 AMBUSH HERBICIDE - EPA REGISTERED PHASAR CORPORATION FRAMAR INDUSTRIAL PRODUCTS P.O. BOX 5123 1435 MORRIS AVE. DEARBORN, M1 48128 TEL 313 563-8000 UNION, NJ 07083 TEL 800 525-4924 B. SOIL STERILIZER SHALL BE EPA REGISTERED OF LIQUID COMPOSITION AND OF PRE EMERGENCE DESIGN. C. SOIL STABILIZER FABRIC SHALL BE MIRAR - SOCK D. ALL ON-SITE AND (IMPORTED FILL MATERIAL SHALL BE SOIL OR SOIL -ROCK MIXTURE WHICH IS FREE FROM ORGANIC MA FROZEN SUBSTANCE. IT SHALL CONTAIN NO ROCKS OR LUMPS N MPSOVER SX (6�NCHES IN GREATEST DIMENSION, AND NOT MORE THAN 16% OF THE ROCKS OR LUMPS SHALL BE LARGER THAN 2 INCHES IN GREATEST DIMENSION UNLESS OTHERWISE DIRECTED BY THE ENGINEER - 1.00 E. BEDDING RLL SNk L BE A GRADED ANGULAR STONE AND SMALL MEET THE REQUIREMENTS FOR COARSE AGGREGATES. PER VDOT STD SPEC SECTION 203, SIZE NO. 68. F. TOPSOIL SHALL BE SANDY LOAM, CLAY LOAM, LOAM, SILT LOAM, SANDY CLAY LOAM OR SOIL FROM THE SITE WHICH HAS SUFFICIENT ORGANIC MATERIAL TO PROMOTE THE GROWTH OF TURF GRASS. IT SHALL NOT HAVE A MIXTURE OF SUBSOIL AND CONTAIN NO SLAG, CINDERS, STONES, LUMPS OR SOIL, STICKS, ROOTS, WEEDS, TRASH OR OTHER EXTRANEOUS MATERIALS LARGER THAN 1-1/2 INCHES IN ANY DIMENSION. 2. EQUIPMENT A. COMPACTION SHALL BE ACCOMPLISHED BY MECHANICAL MEANS. 1.LARGER AREAS SHALL BE COMPACTED BY SHEEPS FOOT VIBRATOR OR RU80ER TIRED ROLLERS WEIGHING AT LEAST FIVE TONS. 2. SMALLER AREAS SHALL BE COMPACTED BY POWER -DRIVER, HAND HELD TAMPERS. PART 4 EXECUTION 1. INSPECTIONS A.LOCAL BUILDING INSPECTORS SHALL BE NOTIFIED NO LESS THAN 46 HOURS IN ADVANCE OF CONCRETE POURS. UNLESS OTHERWISE SPECIFIED BY OWNER OR LOCAL JURISDICTION. B.CONTRACTOR 15 RESPONSIBLE FOR ALL INSPECTIONS RELATIVE TO EACH CONSTRUCTION ACTIVITY. ALL INSPECTION REPORTS ARE TO BE DELIVERED TO THE OWNER IMMEDIATELY UPON RECEIPT OF SAID INSPECTION REPORTS. 2. PREPARATION A.CLEAR TREES, BRUSH AND DEBRIS FROM SITE AREAS AND ACCESS ROAD RIGHT OF WAY AS DIRECTED BY PROJECT MANAGER. B.PRIOR TO OTHER EXCAVATION AND CONSTRUCTION EFFORTS GRUB ORGANIC MATERIAL TO A MINIMUM OF SIX (6) INCHES BELOW ORIGINAL GROUND LEVEL. C. UNLESS OTHERWISE INSTRUCTED BY PROJECT MANAGER TRANSPORT ALL REMOVED TREE, BRUSH AND DEBRIS FROM THE PROPERTY TO AN AUTHORIZED LANDFILL.. O.PRIOR TO PLACEMENT OF FILL OR BASE MATERIALS, ROLL THE SOIL. E. WHERE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, UNE OF THE GRUBBED AREAS WITH STABILIZER MAT PRIOR TO PLACEMENT OF FILL OR BASE MATERIAL. 3. INSTALLATION A,THE SITE AND TURNAROUND AREAS SHALL BE AT THE SUB -BASE COURSE ELEVATION PRIOR 70 FORMING FOUNDATIONS. GRADE OR FILL THE SITE AND ACCESS ROAD REQUIRED IN ORDER THAT UPON EVEN DISTRIBUTION OF SPOILS RESULTING FROM FOUNDATION EXCAVATIONS. THE RESULTING GRADE WILL CORRESPOND WITH SAID SUB -BASE COURSE, ELEVATIONS ARE TO BE CALCULATED FROM FINISHED GRADES OR SLOPES INDICATED. a. IF ANY, EXCESS SPOILS WILL BE CLEARED FROM JOB SITE AND NOT SPREAD BEYOND THE LIMITS OF LEASE PROPERTY UNLESS AUTHORIZE BY PROJECT MANAGER / AS AGREEMENT BY LANDOWNER. C.THE ACCESS ROAD SHALL BE BROUGHT TO BASE COURSE ELEVATION PRIOR TO FOUNDATION CONSTRUCTION TO PERMIT USE COMPACTION AND OBSERVATION DURING CONSTRUCTION OF THE SITE, O.AVOID CREATING DEPRESSIONS WHERE WATER MAY POND. E.THE CONTRACT SHALL BE ASSUMED TO INCLUDE GRADING BANKING, DITCHING AND UNLESS OTHERWISE INDICATED, COVERING TWO INCHES OF SURFACE COURSE. ALL ROADS OR ROUTES UTILIZED FOR ACCESS TO THE SITE COMMENCING AT THE POINT OF INTERSECTION WITH THE NEAREST PUBLIC THOROUGHFARE. F. WHEN IMPROVING AN EXISTING ACCESS ROAD. GRADE THE EXISTING ROAD TO REMOVE ANY ORGANIC MATTER AND SMOOTH THE SURFACE BEFORE PLACING FILL OR STONE. G. PLACE FILL OR STONE IN FAX INCH MAXIMUM AND COMPACT BEFORE PLACING NEXT UFT. H. THE FINISH GRADE, INCLUDING TOP SURFACE COURSE, SHALL EXTEND A MINIMUM OF ONE FOOT BEYOND THE SITE FENCE AND SHALL COVER THE AREA AS INDICATED. L RIPRAP SHALL BE APPLIED TO THE SIDE SLOPES OF ALL FENCED SITE AREAS, PARKING AREAS, AND 70 ALL OTHER SLOPES GREATER THAN 2:1. J. RIPRAP SHALL BE APPLIED TO THE SIDES OF DITCHES OR DRAINAGE SWALES. K. RIPRAP ENTIRE DITCH FOR SIX FEET IN ALL DIRECTIONS AT CULVERT OPENINGS. L SEED FERTILIZER AND STRAW COVER SHALL -.BE APPLIED TO ALL OTHER DISTURBED AREAS. AND DITCHES, DRAINAGE, SWALES. NOT OTHERWISE RIPRAPPED. M.UNOER NO CIRCUMSTANCES WILL ORCHES, SWALES, NOR CULVERTS BE PLACED SO THEY DIRECT WATER TOWARDS, OR PERMIT STANDING WATER IMMEDIATELY ADJACENT TO RAILROAD BALLAST. IF DESIGNS OR ELEVATIONS CONFLICT WITH THIS GUIDANCE ALVAR SHOULD BE ADVISED IMMEDIATELY, N.IN DITCH UES WITH SLOPES GREATER THAN TEN PERCENT, MOUND DIVERSIONARY HEADWALLS IN THE DITCH AT CULVERT ENTRANCES. THE HEADWALL SHALL BE POSITIONED AT AN ANGLE NO GREATER THAN 60 DEGREES OFF THE DITCH LINE. RIPRAP THE UPSTREAM SIDE OF THE HEADWALL AS WELL AS THE DITCH FOR SIX FEET ABOVE THE CULVERT ENTRANCE. 4. BACKFILL AND COMPACTION A DO NOT ALLOW OR CAUSE ANY OF THE WORK PERFORMED OR INSTALLED TO BE COVERED UP OR ENCLOSED BY WORK OF THIS SECTION PRIOR TO ALL REQUIRED INSPECTIONS, TESTS, AND APPROVALS. B. SHOULD ANY OF THE WORK BE SO ENCLOSED OR COVERED UP BEFORE IT HAS BEEN APPROVED. THE CONTRACTOR SHALL UNCOVER ALL SUCH WORK. C. MER THE WORK HAS BEEN COMPLETELY TESTED, INSPECTED. AND APPROVED, MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY TO RESTORE THE WORK TO THE CONDITION IN WHICH IT WAS FOUND AT THE TIME OF UNCOVERING. D. FOR SETTING AND ESTABLISHING FINISH ELEVATIONS AND LINES, SECURE THE SERVICES OF A SURVEYOR OR CIVIL ENGINEER ACCEPTABLE TO THE OWNER. CAREFULLY PRESERVE ALL DATA AND MONUMENTS SET BY THE SURVEYOR OR CML ENGINEER AND, IF DISPLACED OR LOST, IMMEDIATELY REPLACE TO THE APPROVAL OF THE OWNER, E. AREAS THAT RECEIVE SEEDING SHALL BE GRADED BELOW FINISHED GRADES SHOWN. LEAVING SPACE FOR TOPSOILING F. DEPRESSIONS: WHERE DEPRESSIONS RESULT FROM, OR HAVE RESULTED FROM, THE REMOVAL OF SURFACE OR SUBSURFACE OBSTRUCTIONS, OPEN THE DEPRESSION TO THE EQUIPMENT WORKING WIDTH AND REMOVE ALL DEBRIS AND SOFT MATERIAL AS DIRECTED BY THE ENGINEER. G. OTHER AREAS: EXCAVATE TO GRADES SHOWN ON THE DRAWINGS. WHERE EXCAVATION GRADES ARE NOT SHOWN ON THE DRAWINGS, EXCAVATE AS REQUIRED TO ACCOMMODATE THE INSTALLATION. H- OVEREXCAVATION: BACKFILL AND COMPACT ALL OVEREXCAVATED AREAS AS SPECIFIED FOR FILL BELOW. I. STRIP EXISTING TOPSOIL LEAF MOLD AND ORGANIC MATERIALS, MEETING TOPSOIL REQUIREMENTS ABOVE. DEPOSIT IN STORAGE PILES SEPARATE FROM OTHER EXCAvATEO MATERIAL J. STOCKPILE EXCAVATED SOIL MATERIAL SATISFACTORY FOR BACKFILL OR FILL UNTIL REQUIRED. PLACE, GRADE AND SHAPE STOCKPILES FOR PROPER DRAINAGE. K. REMOVE FROM PROJECT SITE AND DISPOSE OF MATERIAL UNSATISFACTORY FOR FI i BACK OR LL RASH AMATERIAL. FILL ND DEBRIS, ANO ALL EXCESS L E% THAI DANK CAVA7 SO 5 OF EX AVA N WILL NOTUNDERCUTAN STRAIT M E C TIO LL 0 BE D U FOR FOUNDATIONS WILL NOT OT BE DISTURBED, POUND M. PR IDR PROOFROLLING: PR TO I P i ROLL FILLING, AND AFTER TOPSOIL AND OFROLL I IDENTIFIED UNSATISFACTORY SUBGRAOE MATERIAL FL45 BEEN REMOVED. PROOFROLL IN THE PRESENCE. OF THE ENGINEER MEAS WITHIN 10 FEET OF BUILDING LIMITS USING DIVISION 3: CONCRETE WORKS -03310 1 I . QUALITY ASSURANCE: 3RO PARTY CONCRETE TESTING 15 MANDATORY FOR ALL FOUNDATIONS. ALL BREAK TEST RESULTS ARE TO BE FORWARDED TO THE CROWN REPRESENTATIVE ON SAME DAY OF BREAK. COMPLY WITH PROVISIONS OF THE FOLLOWING CODES, SPECIFICATIONS AND STANDARDS, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SHOWN OR SPECIFIED: A ACI 301-89 SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS"- B.ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (REVISED 1992) ANO AC1318-89 'COMMENTARY' (REVISED 1992 C. CONCRETE REINFORCING STEEL INSTITUTE (CRSI),"MANUAL OF STANDARD PRACTICE-. 2. REINFORCING MATERIALS: A. RIENFORCING:ASTM A 615,GRAOE 60 DEFORMED. 8. WELDING WIRE FABRI CASTM A i85 WELDED STEEL WIRE FABRIC. C. SUPPORTS FOR REINFORCEMENT:BOL57ERS, CHAIRS. SPACERS AND OTHER DEVICES FOR SPACING, SUPPORTING AND REINFORCING BARS IN PLACE. USE WIRE BAR TYPE SUPPORTS COMPLYING WITH CRS( SPECIFICATIONS. 3. CONCRETE MATERIALS: A. PORTLAND CEMENT. ASTM C 150. TYPE 1. B. LIGHTWEIGHT AGGREGATES: ASTM C 330 C. AIR -ENTRAINING ADMIXTURE ASTM C 260 CERTIFIED BY THE MANUFACTURER TO BE COMPATIBLE WITH OTHER REQUIRED ADMIXTURES - 4. PROPORTIONING AND DESIGN OF MIXES: DESIGN MIX TO PROVIDE LIGHTWEIGHT CONCRETE WITH THE FOLLOWING PROPERTIES: A. 3000 PSI 28 -DAY COMPRESSIVE STRENGTH B. WEIGHT: 110 PCF. C. W/C RATIO: 0.44 MAXIMUM (NON AIR -ENTRAINED), 0.35 MAXIMUM (AIR -ENTRAINED) D. BREAK SCHEDULE - 3 DAY, 7 DAY, 28 DAY, AND 1 SPARE I DIVISION 4: UNIT MASONRY -04220 I 1. CONCRETE BLOCKS: A. STANDARD BLOCK SHALL BE THE SIZE INDICATED ON THE DRAWINGS, LIGHT GRAY OR NEUTRAL COLOR, AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM C 90, TYPE 1. GRADE N, LIGHTWEIGHT TYPE WITH EXPAND SLAG AGGREGATE. 2. MORTAR: A All MORTAR OR CONCRETE BLOCKS SHALL CONFORM TO ASTM C 270, TYPE 5 AND SHALL.HAVE A COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS_ 3. WIRE REINFORCING IN BED JOINTS: A. TRUSS TYPE REINFORCEMENT SHALL BE OUR -O -WALL, OR EQUAL FABRICATED WITH A SINGLE PAIR OF SIDE AND CONTINUOUS DIAGONAL CROSS -RODS SPACED NOT MORE THAN 8" ON CENTER. WIRE IN FABRICATION SHALL BE GALVANIZED ACCORDING TO ASTM 116, CLASS 3. SIDE RODS SHALL BE 9 GAGE 3/16" MINIMUM LENGTH SHALL BE 10'-0" WITH MATCHING CORNER AND TEE UNITS. 8. SPACING: TYPICAL, IN BED JOINTS, AT 16" VERTICAL INTERVAL. CT OPENINGS: A80VE AND C. AT OPENINGS: ABOVE AND BELOW EACH OPENING PLACE REINFORCING IN ONE ADDITIONAL JOINT TO EXTEND 3'-0" PAST THE OPENING EACH WAY. SPLICE LENGTHS FOR HORIZONTAL JOINT REINFORCEMENT SHALL BE AT LEAST 8" FOR TRUSS AND 16' FOR STRAIGHT TYPE. 4. INSTALL STEEL UNTELS ABOVE EACH OPENING. FILL CORES WITH GROUT 3 COURSES BELOW LINTEL BEARING. I DIVISION 5: STRUCTURAL STEEL -05120 I 1. QUALITY ASSURANCE: COMPLY WITH PROVISIONS OF THE FOLLOWING CODES, SPECIFICATIONS AND STANDARDS, EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SHOWN OR SPECIFIED: A AISC "CODE OF STANDARD PRACTICE". B. AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN", INCLUDING THE "COMMENTARY' AND SUPPLEMENTS. C. AMERICAN WELDING SOCIETY (AWS) 01.1-92,"STRUCTURAL WELDING CODE - STEEL." 2. MATERIALS: A. STRUCTURAL STEEL PLATES, SHAPES AND BARS: ASTM A 36- B. HIGH STRENGTH THREADED FASTENERS: ASTM A 325. C. ELECTRODES FOR WELDING: E70XX. D. ALL STRUCTURAL STEEL SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153. E. CEMENT GROUT: EMBECO BY MASTER BUILDERS OF AN APPROVED EQUAL F. NON-METALLIC, SHRINKAGE -RESISTANT, 4000 PSI COMPRESSIVE STRENGTH GROUT, PROVIDE ONE OF THE FOLLOWING OR AN APPROVED EQUAL: 1. EUCO N.S. BY EUCLID CHEMICAL CO. 2. MASTERFLOW 713 BY MASTER BUILDERS 3. INSPECTIONS AS PER ALL CODES AND ORDINANCES DIVISION 7: SEALANTS AND CAULKING -07900 1. PROVIDE JOINT SEALERS, JOINT FILLERS AND OTHER RELATED MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND WITH JOINT SUBSTRATES UNDER CONDITIONS OF SERVICE AND APPLICATIONS. PROVIDE COLORS TO MATCH ADJACENT SURFACES. PROVIDE BLACK OR OTHER NEUTRAL COLOR WHEN NO OTHER COLOR IS AVAILABLE. 2. ONE -COMPONENT POLYSULFIDE BASED. ONE PART ELASTOMERIC SEALANT, COMPLYING WITH FS TF-S-00230,CLASS A TYPE It (NON -SAG), FOR JOINTS AT PENETRATIONS THROUGH EXTERIOR WALLS. PROVIDE COMPOUND BEARING THE THIOGOL CHEMICAL CORPORATION SEAL OF APPROVAL. PROVIDE ONE OF THE FOLLOWING OR AN APPROVED EQUAL A. FLEXISEAL 900 SERIES BY DAP. INC. S. HORNFlFX ONE - COMPONENT BY W -R. GRACE & CO. 3. ONE -COMPONENT ACRYLIC SEALANT: ACRYLIC TERPOLYMER, SOLVENT BASED ONE -PART THERMOPLASTIC SEALANT COMPOUND SOLIDS NOT9 LESS 7H N A 95 ACRYLIC. FRAMES, COMPLYING WITH F TT- - 0 5 S 0023 CLASS B TYPE it FOR P RIM R F AN E RETE 0 METAL 0 DOOR THRESHOLDS AT EXTERIOR DOORS, AND PIPE SLEEVES THROUGH EXTERIOR WALLS FLOOR SLABS. PROVIDE ONE OF THE FOLLOWING OF AN APPROVED EQUAL: A. DAP ACRYLIC BY DAP, INC. B. GACO AS -3 BY GATES ENGINEERING/ SMC 4. OLEO -RESINS CAULKING COMPOUND: OIL BASED RESINOUS CAULKING, COMPLYING WITH FS TT -C-598, NON-8LEEDING, PRINTABLE. FOR ONE OF THE FOLLOWING OR AN APPROVED EQUAL: A. VULCATEX BY W.R. GRACE & CO. GENERAL NOTES GENERAL NOTES 1. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK AND FOR ANY DAMAGESTHAT OCCUR BY FAILURE TO LOCATE OR PRESERVE THESE UTILITIES. IF DURING CONSTRUCTION THE CONTRACTOR SHOULD ENCOUNTER UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS, HE SHALL NOTIFY THE ENGINEER AND TAKE NECESSARY AND PROPER STEPS PROTECT THE FACILITY AND ASSURE THE CONTINUANCE OF SERVICE. 2. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SITE CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN THE DRAWINGS SHALL BE IMMEDIATELY REPORTED TO THE OWNER, WHO SHALL PROMPTLY CORRECT INCONSISTENCIES OR AMBIGUITIES. WORK DONE BY THE CONTRACTOR WITHOUT DIRECTIONS OR ANY DISCOVERY OF SUCH INCONSISTENCIES. DISCREPANCIES, OR AMBIGUITIES. SHALL BE DONE AT CONTRACTOR'S RISK. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY PERMITS BEFORE ANY CONSTRUCTION BEGINS. CONTRACTOR SHALL NOTIFY MISS UTILITIES (800) 552-7001 48 HOURS PRIOR TO EXCAVATION. CONTRACTOR SHALL COORDINATE INSTALLATIONOF ELECTRICAL, GAS, TELEPHONE, AND CATV SERVICES. NOTE: INSTALLATION AND INSPECTIONS AS PER ALL CODES AND OROMANCES. CIC JOHN D. RENO y No. 32989 SIGNAL 'NANDOAH ower Service, Ltd. Pmt Office Bar 956 Slaunron, VA. 24402 1-888-816-7436 i e; G�j n I r 0 s s U m LLQ W ® .W+ U 0 m0. � IA Q d� p0p 8f m a4 m a] Q�sta ,0 � m -c 0 a dl ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN ARE THE PROPERTY OF PHR & A AND MAT NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF PHR & A RELEASE DATE 05/29/02 06/06/D2 PRELIMINARY 07/02/02 REVISED FINAL RDASIDIIS NO. DATE �t 07/02/02 REVISED PER COMMENTS m zi PROPERTY OF THE OIMJER. IT IS PRODUCED SOLEL FOR USE BY THE OWNER AND ITS AFFILIATES, REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE DINNER. DRAWN BY: J. FLAXMAN CHECKED BY: J. RENO SITE NAME WASHINGTON GAS SITE NUMBER SITE ADDRESS 350 HILLANDALE LANE WINCHESTER, VA. 22602 SHEET TITLE GENERAL NOTES & SPECIFICATIONS SHEET NUMBER S-1 PLOT SCALE: 1=20 GRAPHIC SCALE 100 0 50 100 200 I W � I 1 inch = 100' ft. TOWER LOCATION PLAN S 00 615 SCALE: 1" = 100' rq] J �,, JOHN D. RENO No. 32989 -lNANDOAH ='ower Service, ltd. Post I011ia Box 9S6 Staumam VA. 24102 1-866-616-7436 a' a a m�r cj ©t0�b`► U Ym m U m O m ,e a� O N m � m m^�7y4im ate` U ��ryzml Q7 G m9O ALL DRW016S AND WRITTEN MATERIAL CONTAINED NEREIN ARE THE PROPERTY OF PRA A A AND NAT NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF PHR 6 A RELEASE DATE D5/29/02 06/66/02 PRELIMINARY 67/02/01 REVI5ED FINAL RENIS10N5 N0. DATE Qt 06/19/02 REVISED PER COMMENTS PROPERTY OF THE WHEN. IT I5 PRODUCED SOLELY FOR USE 6Y THE ORR AND ITS AFFILIMES, NEPAOWCTION DH USE OF THIS DRAWING ANDIOR TRO INFORIATTON CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERNISSION OF THE OWNER. DRAWN BY: J. FLAXMAN CHECKED BY: J. RENO SNE NAME WASHINGTON GAS SITE NUMEIR 5— —A-.E:- 350 00RE55350 HILLANDALE LANE WINCHESTER, VA. 22602 SHEET TITLE TOWER LOCATION PLAN SHEET NUMBER S-2 PLOT SCALE: 1�t \ N \ \ � EX. DRIVEWAY � \ \ 1 1 \ Ile se ao, EX. INLET �1 � � F \ X. OVERHEAD\ F ELECTRIC �Z / \ Fq `10' \ EX. DRIVEWAY 1 I PROP. 180' MONOPOLE TO ER \ \ 5U ORT ZTOW / 1 \ \ \ \ EX 1 Te' MON OLE 1 \ 112 nGTL� EX. BUILDING L--7 46 ROSO / FUTURE \LOCA N OF METERW D SITE PLAN S-3 SCALE: 1" = 20' GRAPHIC SCALE 20 0 10 20 40 I I I N I I inch = 20' it. $TOP OF PROPOSED SELF SUPPORT TOWER ELEVATION 928.0t BRAD CENTER OF DISHES ELEVATION 828.01 STOP OF EX. SELF SUPPORT TOWER ELEVATION 790.01 2 MONOPOLE TOWER ELEVATION $-3 SCALE: N.T.S. 7 'NANDOAH ower Service, Ltd. POS± Once M956 Staunton, VA 24402 1-999-916-7436 a i ?NN ada >3>IOe n ii p`QNc���ls U m %STOP OF EX. WHIP ANTENNA D � 0 ,o d' p ^q�i ELEVATION 860.51 O NNN d N h TOP OF EX. MONOPOLE m ELEVATION 858.0± o 0 y,arzmm �a pm,t�mro� O CL. a V) N <L J w 0 L0 a o z z w az 4 w o = a o zLLJ z C) a Ld Jo 0 00 o a z 0 Tia LN.1 Cn z Q � O w W w p LLJ 0 o a_ Q o o o Cr H- w I p w I w O N H N z w F. D U O a a O J I O w cn m X w 0 a 0 N $TOP OF PROPOSED SELF SUPPORT TOWER ELEVATION 928.0t BRAD CENTER OF DISHES ELEVATION 828.01 STOP OF EX. SELF SUPPORT TOWER ELEVATION 790.01 2 MONOPOLE TOWER ELEVATION $-3 SCALE: N.T.S. 7 'NANDOAH ower Service, Ltd. POS± Once M956 Staunton, VA 24402 1-999-916-7436 a i ?NN ada >3>IOe n ii p`QNc���ls U m .m s, D a D � 0 ,o d' p ^q�i .Ti NNN d N m o 0 y,arzmm �a pm,t�mro� ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN ARE THE PROPERTY Of PHIL d A AND MAT NOT BE DUPLICATED, USED OR DISCLOSED MTHOuT-THE WRITTEN C04SW OF PHR k A RELEASE DATE 05/29/02 06/06/02 PRELIMINARY 07/02/02 REVISED FINAL REV190N5 NO. DATE 01 7/02/02 REVISED PER COMMENTS 0 PROPERTY OF INE 009:R. IT IS PRODUCED SOLE, FOR USE RY THE OWNER AND ITS AFFILIATES, REPRODUCTION OR USE OF THIS DRAMND AND/OR THE INFORMATION CONTAINED IN IT IS FOJWEN MTHOUT THE WRITTEN PERMISSION OF THE OWNER DRAWN BY: J. FLAXMAN CHECKED BY: J. RENO SITE -- WASHINGTON WEWASHINGTON GAS SITE N—ER SITE ADORE55 350 HILLANDALE LANE WINCHESTER, VA. 22602 SHEET TRLE SITE PLAN AND ELEVATION SHEET NUMBER S-3 PLDT SCALE: 1-20 0 0 0 0 A� MONUH'ULE (OWER RELOCATED 6' DISH (TYP.) 9�' Y rj--� ANTENNA PLAN DETAIL S-4 SCALE: N.T.S. 12" MAX. •A- 4'-6" O.C. MAX. O.C. 4.AX. E GROUND BAR STRAPPED TO TOWER COAX CABLE CALDWELD GROUND LEAD ICEBRIDGETO ICE BRIDGE SUPPORT SUPPORT POST, 6"-12" ABOVE GRAVEL GRADE (TYP.) 3/4" PVC (TYP,) CONC. FOOTING TO #2 TINNED LEADS TO BE BELOW GRADE GROUNDING RING (TYP.) SIDE ELEVATION CABLE GUARD SHEATH LOCATE AT EACH END OF ICEBRIDGE (TYR) EX. EQUIPMENT m SHELTER CONC. PAD K -2 -' ICE BRIDGE DETAIL S-4 SCALE: N.T.S. ANTENNA AND COAXIAL CABLE SCHEDULE SECTOR Al 81 N/A AZIMUTH 144.2' 263' N/A ANTENNA 6' DISH 6' DISH HF GROUND PLANE MOUNTING HEIGHT 80` BO' 120' MECHANICAL DOWNTILT 0' 0' N/A COAXIAL CABLE EXISTING EXISTING EXISTING 24" CLEAR BRIDGE CHANNEL BY MICRGFLECT 1/2" ALLTHREAD COAX SUPPORT; 20' UNISTRUT W/NUT AND WASHER EACH SIDE/ EACH LEVEL -A UUSE COAX HANGERS COAX TERMINATOR FRAME PER PROJECT MANAGER'S INSTRUCTIONS PIPE HEAD BY MICROFLECT 3 1/2.0 GALV., SCHED 40 POST; TO DRAIN; TYPICAL 12"0 x 36" DEEP CONCRETE FOOTING; TYPICAL FRONT ELEVATION TABULATION DIM. >�> Ad "A" t20'-0" "B" t 7'-6' IW "C" t 6'-6" 4V NOTES: IF THE ICE BRIDGE (DIM. "A") IS 20' OR LESS, TWO (2) GROUNDING POINTS ARE REQUIRED AT OPPOSITE ENDS OF THE ICE BRIDGE, CALDWELD TO THE ICE BRIDGE SUPPORT POST. IF THE ICE BRIDGE (DIM. "A•) IS 20' OR GREATER, THREE (3) GROUNDING POINTS ARE REQUIRED. ONE (1) EACH AT OPPOSITE ENDS AND ONE (1) NEAR THE CENTER OF THE ICE BRIDGE, CALDWELD TO THE ICE BRIDGE SUPPORT POST Fo JOHN D. RENO U � No. 32989 SIGNAL NANDOAH ower Service, Ltd. Post Office Boa 956 SUunin n, VA. 24402 1-899-B I6-7436 >C n i >�> Ad M 88 IW .4 4 � U o� W a du 4d N m � W � N m a� Q u Fm�S m m > m m E Y f o ALL DRAWINGS AND WRITTEN MATERIAL CONTAINED HEREIN ARE THE PROPERTY OF PHR & A AND MAT NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF PHR d A RELEASE DATE 05/29/02 06/06/62 PRELIMINARY 07/02/02 REVISED FINAL REVISIONS N0. ! DATE QI 07/02/02 REVISED PER COMMENTS PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES, REPRODUCTICN OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED N IT IS FDRBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. DRAWN BY: J. FLAXMAN CHECKED BY: J. RENO SITE NAME WASHINGTON GAS SITE NUMBER SITE ADDRESS 350 HILLANDALE LANE WINCHESTER, VA. 22602 SHEET TITLE 71 SECTIONS AND DETAILS SHEET NUMBER S-4 PLOT SCALE: 1-20 GROUND GRID DESIGN PROVIDED BY OTHERS. THIS DESIGN MAY NOT NECESSARILY REFLECT A TYPICAL GROUNDING DESIGN BY PHR&A. PHR&A SHALL NOT BE HELD LIABLE IN THE EVENT DAMAGE DCCURS TO EQUIPMENT. INSPECTION PORT 1 PER GROUNDING RING EX. OVERHEAD ELECTRIC EX. DRIVEWAY THREE (3) TAILS (TYPO EACH LEG) (1) BUSS BAR (1) TOWER LEG (1) SPARE GROUND ROD — 10-0C/c (TYP) 1?0. \ � r\ \ / \ EX. INLET 1 0' MONOPOLE _ZZ11110EX. 42' SELF 1-1 SUPPORT TOWER 0� O\ / EX. DRIVEWAY \ PROP. 180' SELF \SUPPORT TOWER \ \ \ SF ;�\\ (Fg2EIle EX. BUILDING NOTES- 1. OTES1. A2 BARE, TINNED, SOLID COPPER GROUND + 30" BELOW GRADE. 2. CADWELD TO FENCE POST 6"-12" ABOVE GRADE. 3. BOND GATE LEAF TO GATE POST WITH A FLEXIBLE, y2 INSULATED WELDING CABLE WIRE, CADWELOED TO EACH POST, 4. ICE BRIEGE 20'OR LESS, GROUND SUPPORT POLES AT BOTH ENDS. ICE BRIDGE OVER 20' GROUND SUPPORT POLES AT BOTH ENDS AND ONE POLE IN THE MIDDLE. 5. GROUND TO ICE BRIDGE SUPPORTS TO BE CADWELDED. 6. ALL EQUIPMENT GROUNDS TO BE #6 STRANDED GREEN INSULATED. OINSPECTTON PORT (H)GROUND ROD - 5/8"xB' ■ CADWELD CONNECTION E-) GROUNDING PLAN SCALE: N.T.S. FUTURE LOCATION OF METERBOARD GROUND BAR LOCATED 1'-2' BELOW TRANSITION MOUNT DIRECTLY TO TOWER GROUND RING 18' (MIN) CLEAR FROM EDGE OF CONCRETE FOUNDATION PORT (TYP TWO PER TOWER) MONOPOLE TOWER TAILS FOR BUILDING/ PAD GROUND RING �E TOWER GROUNDING PLAN E-� SCALE: N.T.S. NOTE: ADDITIONAL GROUND BAR IS REQUIRED AT MID POINT IF COAX CABLE EXCEED 20D' (TO BE MOUNTED DIRECTLY TO TOWER). GROUND BAR LOCATED 1'-4' ABOVE TRANSITION MOUNT DIRECTLY TO TOWER - COAX CABLE GROUND KIT COAX CABLE COAX CABLE GROUND KIT —TO EQUIPMENT CABINET (2) #2 TINNED GROUND LEADS TO GROUNDING RING TOWER GROUND RING 5 ANTENNA GROUNDING DIAGRAM E—j SCALE: N.T.S. FROM METERBOARD (PENDING LOCATION) GRADE CADWELD--,...GROUND RING #2 AWG BCW (TINNED) ROUND ROD Dr OPPERWELD 8"0 x 10'-0" LONG " MIN. SPACING BETWEEN RODS 3 GROUNDING ROD DETAIL E— j SCALE: N.T.S. FINISH GRADE 6' PVC PLUG I �6" PVC CPLG. (THRD.) z 1 #2 SOLID TEST LOOP NOTCH SIDES OF 6' PVC SCH 40 CADWELD_j PIPE TO ALLOW EXIT.ENTRANCE OF GROUND RING 6" CLR. TYP. LOM7. GROUND RING TRENCH 5/8' X W/10' GROUND ROD I �-1 INSPECTION PORT ESCALE: N.T.S. )JOHN D. RENO y No. 32989 �S'rONAL r _.�NANDOAH 'ower Service, ttd. Poll Otftc[ Sox 956 Staunton, VA 24402 i-999-916-7436 ALL DRAIWxS AND WRITTEN MATERIAL CONTAINED HEREIN ARE THE PROPERTY OF PHR t A AND MAT NOT BE DUPLI;AIED, USED OR DISCLOSED IWTHOUI THE WRITTEN CONSENT OF PHR k A RELEASE DATE 05/29/02 05/06/02 PRELIMINARY 07/02/132 REVISED FINAL REVISIONS M0. DATE Qi 7/02/02 REVISED PER COMMENTS PROPERTY OF THE OWNER. IT IS PRODUCED SOLEL' FOR USE RY THE OWNER AND ITS WnUAIES REPROOuc110N OR USE OF THE DRAIINC AND/OR AHE INFORMATION CONTAINED M IT E FDRBOD9l WITHOUT THE WRITTEN PERIIESIDM OF THE OWNER. DRAWN BY: J. FLAXNIAN CHECKED BY: J. RENO SITE NAME WASHINGTON GAS SITE NUMBER SUE ADDRESS 350 HILLANDALE LANE WINCHESTER, VA. 22802 SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E-1 PLOT SCALE: t=213 ICEBRIDGE 3TX 2TX 1TX YEL-1 BL -1 RD -1 3RX/TX 2RX/TX 1RX/TX YEL-2 BL -2 RD -2 3 �J/ 0 0 0 COAXIAL CABLE W/ STAINLESS STEEL STANDARD CABLE HANGER 5/8" DIA. THREADED ROD W/ NUTS AND OVERHEAD WASHERS CABLE SUPPORT a 4'-0" O.C. MAX. '-ROD TO EXTEND 1/2" MAX. BELOW CABLE SUPPORT NOTE: VIEW -BACK TO EQUIPMENT LOOKING AT TOWER i SECTION E-2 SCALE: N.T.S. CABLE TO ANTENNA ANDREW WEATHERPROOFING KIT ANDREW COAX CABLE GROUNDING CLAMP KIT GROUND CONDUCTOR CABLE TO BTS COAX CABLE GROUND E-2 SCALE: N.T.S. 4 0 0 3 ° 0 2" ° p ° TIN PLATED COPPER GROUND BAR ° ° p 0 0 0 0 0 0 2 ° ° 3/4" 7/16" 1" LEGEND: 1. - TIN PLATED COPPER GROUND BAR 1/4" X 4" X 12" MIN. HANGER LIGHTER PROTECTION, P/N TGB 14412CIGBE . HOLE CENTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION. 2. - 5J8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015-B OR EQUIVALENT. 3. - WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT. NO. A-6056 OR EQUIVALENT. 4. - 5/B-11 X 1" H.H.C.S. BOLT, NEWTON INSTRUMENT CO. CAT. NO. 3012-1 0182 EQUIVALENT. 5. - GROUND BAR SHALL BE SIZED TD ACCOMMODATE ALL GROUNDING CONNECTIONS REQUIRED PLUS PROVIDE 50% SPARE CAPACITY. 5 GROUND BAR E-2 SCALE: N.T.S. COMPRESSION GROUND LUG TO BE BURNDY OR EQUAL, SIZE PER TABLE. SS BOLT k NUT W/ LOCK GROUND CONDUCTOR WASHERS (TYP) SEE TABLE GROUND CONDUCTOR TABLE WIRE SIZE LUG If BOLT DIA. #2 YA2CL-2TC14 1/4- 12/1) YA25-21-N 1/2" 3 COMPRESSION LUG GROUND CONNECTION E-2 SCALE: N.T.S. X16 AWG FROU. ANTENNA CABLE GROUND KIT AND SUPPORT MAST, BRACKET, ETC. GROI IND RAR ON WALL OR AT ANTENNA MAST TH 0. o YJOHN D. RENO a No. 32989 s ONAL 1� << 'NANDOAH i ower Service, Ltd. P— 011m Box 956 Slaunron, VA. 24402 1 M88-876-7436 d d1D d � -1 I tj SEE ALSO U u a� 0 ® W U m� .0 a o � 5 0 0 0 0 0 0 E-2 CAD WELD CAD WELD /2 AWG TO GROUND ONLY ONLY F m N ; BAR OR GROUND RING r-4 -� GROUND WIRE INSTALLATION e I �5zmm m E -z TO GROUND BAR SCALE: N.T.S. TH 0. o YJOHN D. RENO a No. 32989 s ONAL 1� << 'NANDOAH i ower Service, Ltd. P— 011m Box 956 Slaunron, VA. 24402 1 M88-876-7436 d d1D d � -1 I tj I U u a� W U m� .0 a o m OD C "11 m N x E, a F m N ; e I �5zmm m ALL OPAWBIGS AND WRITTEN MATERIAL CONTAINED HEREIN ARE THE PROPERTY OF PHR d A AND MAT NOT BE DUPLICATED, USED OR DISCLOSED NTHOUT IHE WRITTEN CONSENT OF PHR d A RELEASE DATE 05/29/02 06/06/D2 PRELIMINARY 07/02/02 REMSED FINAL REVISIONS 90. DATE �1 7/02/02 REVISED PER COMMENTS 0 PROPERTY OF THE OWNER. IT IS PRODUCED SM -W FOR USE BY THE OWNER AND ITS AFFILIATES REPRODUCTION OR USE OF THIS DRA'NNG AND/OR THE INFORMATION CONTAINED W IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE DINNER. DRAWN BY: J. FLAXMAN CHECKED BY: J. RENO SITE NAME WASHINGTON GAS SITE NUMBER SITE ADDRESS 350 HILLANDALE LANE WINCHESTER, VA. 22602 SHEET TILE ELECTRICAL DETAILS SHEET NUMBER E-1 PLOT SCALE: 1-20 8'-0" PLAN VIEW SCALE: N.T.S. METER BOARD ELEVATION SCALE: N.T.S. FINISHED GRADE 30TTOM C TRENCH n I 'a EN «�, Tn "I � r� -- END VIEW SCALE: N.T.S. a METER BOARD ELEVATION SCALE: N.T.S. 8'-0 TELCO MOUNTING AREA I ot N B"X 8"X24' WIREWAY TELCO 4" PVC FROM TELCO SERVICE PVC (ELECT) TO CUSTOMER EQUIPMENT PER CUSTOMER SPECIFICATION 1 QM* 1. LUMBER IS INDICATED AS PRESERVATIVE TREATED OR IS SPECIFIED TO BE TREATED. COMPLY WITH APPLICABLE REQUIREMENTS OF AWPA C2 (LUMBER). 2. PRESSURE TREAT ABOVE GROUND ITEMS WITH WATERBORNE PRESERVATIVES TO A MINIMUM RETENTION OF 0.25 Ib/cu.ft.4.Okg/cu.m). AFTER TREATMENT, KILN LUMBER TO MAXIMUM MOISTURE CDNTEN OF 19 PERCENT. 3. PRESSURE TREAT WOOD MEMBERS IN CONTACT WITH GROUND OF FRESHWATER WITH WATERBORNE PRESERVATIVE TO A MINIMUM RETENTION OF 0.40 Ib/cu-ft. (6.4 kg/cu.m) 4. LUMBER CUT AFTER TREATMENT, APPLY FIELD TREATMENT COMPLYING WITH AWPA M4 TO CUT SURFACE. 5. ALL BOARDS TO BE PRE—DRILLED TO PREVENT SPLITTING. 6. 16 PENNY—GALVANIZED, SPIRAL NAILS, THREE (3) PER BOARD/6x6 POST. _.. .._......._ .....EAD TOP VIEW NIPPLE BETWEEN WIREWAYS SCALE. N.T.S. SOUARE D METER- PAK MP64200 4-2-1/2' x 6' NIPPLE W/ MEYERS HUB 12" X 12" X 36' ELECTRIC WIREWAY I— 4" PVC FROM UTILITY SERVICE POLE OR XFMR CAP 2' ABOVE FIN. GRADE (SPARE) 4' PVC FROM UTILITY SERVICE POLE OR XFMR TELCO AND ELECTRIC SIDE SCALE: N.T.S. ITEM DESCRIPTION QUANTITY 1 6" x 6' x 14' PT POST 2 ea 2 2' x 8' x 10' PT BOARDS 21 ea 3 15 PENNY—GALVANIZED, SPIRAL NAILS 2 Ib 4 CONCRETE 15 cu. ft. t 5 2' X 6' X 6' PT BOARD 2 ea. fi LIGHT CONTROLLER(S) & SO CABLE 10 ITEM DESCRIPTION SUPPLIER / COMMENTS 1 SQUARE D METER PAK #MP64200 2 SPECTX TRANSFER SWITCH/SURGE 3 WIREWAYS (ALL SIZES) 4 PRESSURE TREATED LUMBER 5 CONDUIT (ALL SIZES) 6 CONDUIT FITTINGS & HARDWARE 7 CONDUIT NIPPLES (ALL SIZES) 8 WIRE FOR ALL CONNECTIONS 9 LIGHT CONTROLLER(S) & SO CABLE 10 ALARM MONITORING SYSTEM ENCLOSURE 11 RIFE MANUAL ENCLOSURE 12 TELCO DEMARC C, a �. /I JOHN D. RENO No. 329$9 6% sjoNAL 2-1/2" DIA. NIPPLE IN FROM TELCO SERVICE 2-1/2' DIA. NIPPLE OUT TO CUSTOMER EQUIPMENT 8" X 8" X 24' WIREWAY TELCO r"t FINISHED GRADE CADWELD TO NEAREST FENCE POST END VIEW TO GROUND RING 8' x 8" z 72" 4' PVC FROM SERVICE SCALE: N.T.S. WIREWAY ELECTRIC W/3-1" INTERDUCTS PVC (TELCO) TO CUSTOMER EQUIPMENT PER CUSTOMER SPEC. TOWER LIGHTING CONTROL SIDE SCALE: N.T.S. (11 ANDOAH A.Hr Service, Ltd. Post office Box 956 Staunton, VA. 24402 1-88W-816-7436 n CLOf1 Ems �C VV u [) m a5 TELCO DEMARK MOUNTING AREA O W ,Q e� O 1 10 mg K e a� o In m.9 m ernSto �9xgm W °d o'�CCo 2-1/2" DIA. NIPPLE IN FROM TELCO SERVICE 2-1/2' DIA. NIPPLE OUT TO CUSTOMER EQUIPMENT 8" X 8" X 24' WIREWAY TELCO r"t FINISHED GRADE CADWELD TO NEAREST FENCE POST END VIEW TO GROUND RING 8' x 8" z 72" 4' PVC FROM SERVICE SCALE: N.T.S. WIREWAY ELECTRIC W/3-1" INTERDUCTS PVC (TELCO) TO CUSTOMER EQUIPMENT PER CUSTOMER SPEC. TOWER LIGHTING CONTROL SIDE SCALE: N.T.S. (11 ANDOAH A.Hr Service, Ltd. Post office Box 956 Staunton, VA. 24402 1-88W-816-7436 ALL DRAWRTGS AND WRITTEN MATERIAL CONTAINED HEREIN ARE THE PROPERTY OF Hill d A AND MAT NOT BE DUPUCATED, USED OR DISCLOSED W1HWT 1HE WRITTEN CONSENT OF PHR t A RELEASE DATE 05/29/02 05/05/02 PRELIMINARY RDM1SIONS NO, DATE Qi 7/02/02 REVISED PER COMMENTS 0 PROPERTY OF THE OWNER. IT IS PRODUCED SOLEL' FOR 115E BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN W1HWT THE WRITTEN PERMISSION OF THE OWNER. DRAWN Ery: J. FLAXIVAN CHECKED BY: J. RENO SIE WINE WASHINGTON GAS F - KN—, SIE A0DRE54 350 HILLANDALE LANE WINCHESTER, VA. 22602 SHEET TILE ELECTRICAL DETAILS SHEET NUMBER E-2 PLOT SCALE: 1-20 n CLOf1 Ems �C VV u [) m a5 CJm y Q0. O W ,Q e� N m mg K e a� o In m.9 m ernSto �9xgm W °d o'�CCo A.N Wn ALL DRAWRTGS AND WRITTEN MATERIAL CONTAINED HEREIN ARE THE PROPERTY OF Hill d A AND MAT NOT BE DUPUCATED, USED OR DISCLOSED W1HWT 1HE WRITTEN CONSENT OF PHR t A RELEASE DATE 05/29/02 05/05/02 PRELIMINARY RDM1SIONS NO, DATE Qi 7/02/02 REVISED PER COMMENTS 0 PROPERTY OF THE OWNER. IT IS PRODUCED SOLEL' FOR 115E BY THE OWNER AND ITS AFFILIATES. REPRODUCTION OR USE OF THIS DRAWING AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN W1HWT THE WRITTEN PERMISSION OF THE OWNER. DRAWN Ery: J. FLAXIVAN CHECKED BY: J. RENO SIE WINE WASHINGTON GAS F - KN—, SIE A0DRE54 350 HILLANDALE LANE WINCHESTER, VA. 22602 SHEET TILE ELECTRICAL DETAILS SHEET NUMBER E-2 PLOT SCALE: 1-20 ELECTRICAL SPECIFICATION I. FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT SERVICES FOR ALL ELECTRICAL WORK AS INDICATED IN ACCORD WITH PROVISIONS OF CONTRACT DOCUMENTS. COORDINATE WITH WORK OF ALL OTHER TRADES. FURNISH AND INSTALL AL SUPPLEMENTARY OR MISCELLANEOUS ITEMS AND DEVICES TO SECURE ALL COMPLETE INSTALLATION µa' 2. FOR EXACT LOCATION OF BUILDING ELEMENTS. REFER TO ARCHITECTURAL OWG'S. FIELD VERIFY LOCATION AND ARRANGEMENT OF ALL EXISTING SYSTEMS AND EQUIPMENT 3. ALL EXTERIOR DEVICES AND EQUIPMENT SHALL BE WEATHERPROOF, NEMA -3R 4. PERFORM ALL WORK IN ACCORD WITH FOLLOWING CODES: 1. FEDERAL, STATE AND LOCAL CODES, REGULATIONS AND ORDIANCES. 2. NATIONAL ELECTRICAL CODE (NEC), 1996 EDITION, 3. ALL AUTHORITIES HAVING JURISDICTION. 5. USE UL LABELED ELECTRICAL MATERIALS WHERE LISTING HAS BEEN ESTABLISHED FOR MATERIALS OR DEVICES IN QUESTION. 6. SAFETY SWITCH: HEAVY DUTY TYPE IN NEMA -1 IN DAMP OR WET LOCATIONS_ 7. CONDUIT: ALL ELECTRIC METALLIC TUBING CONNECTORS SHALL BE COMPRESSION TYPE (NO POT -METAL AND SET SCREW), MIN. 3/4 IN. USE FLEXIBLE METAL (STEEL) CONDUIT FOR CONNECTION TO ALL VIBRATING EQUIPMENT AND CASEWORK. B. WIRE IN CONDUIT SIZED 110 AWG AND SMALLER SHALL BE SOLID COPPER WT TYPE THWN/THHN 600 VOLT INSULATION. THE MIN. CONDUCTOR SIZE SHALL BE NO 12 AWG. CONTROL WIRING MAY BE NO. 14 AWG. A GROUND WIRE SHALL BE INSTALLED IN ALL CIRCUITS. WIRE OF SIZES B AWG OR LARGER SHALL BE STRANDED COPPER WITH TYPE XHHW, THW OR THHN 600 VOLT INSULATION. SPLICES FOR WIRE SIZES OF /8 AWG OR LARGER SHALL BE SPLIT -BOLT CONNECTORS WITH SUFFICIENT LAYERS OF TAPE TO EQUAL INSULATION OR WIRE BEING SPLICED. 9. PROVIDE NAMEPLATES ON ALL PIECES OF ELECTRICAL EQUIPMENT, SUCH AS. CIRCUIT BREAKERS, DISCONNECT SWITCHES, PANELBOARDS. ALL PULL BOXES. NAMEPLATESAHALL BE ENGRAVED WITH WHITE LETTERS ON A BLUE FIELDS, 2-i/2°X3/4' WITH 1/4" HIGH (MIN.) "SETONFLEX' TO WITHSTAND EXTREME INDOOR AND OUTDOOR TEMPERATURES. PLATE SHALL HAVE PRESSURE SENSITIVE ADHESIVE BACKING SUITABLE FOR OUTDOORS. 10. THE CABINET SHALL BE PROVIDED AS A PREFABRICATED PACKAGED UNIT. THE CONTRACTOR IS TO PROVIDE ALL OTHER EQUIPMENT, CONDUIT AND CABLING FOR A COMPLETE JOB. 11. ALL TERMINATIONS SHALL BE LISTED AND IDENTIFIED FOR USE WITH 75' C RATED CONDUCTORS. 12. POWER COMPANY OR THE CONTRACTOR WHERE REQUIRED BY THE POWER COMPANY, SHALL TERMINATE THE POWER CABL.ES(SUPPUED BY THE POWER CO.) AT THE UTILITY METER LOCATED ON THE CABINET. 13_ CONDUIT LINES SHALL HAVE A CONTINUOUS SLOPE DOWNWARD AND AWAY FROM THE CABINET TO THE PROPERTY LINE SO THAT WATER WILL FLOW AWAY FROM THE CABINET_ TRENCHES SHALL BE EXCAVATED ALONG STRAIGHT LINES BEFORE CONDUITS ARE LAID SO THE ELEVATION CAN BE ADJUSTED, IF NECESSARY, TO AVOID UNSEEN OBSTRUCTIONS. MANUFACTURED BENDS SHALL HAVE A MIN. RAD. 36" FOR CONDUITS. 14. BENDS SHALL HAVE A MINIMUM RADIUS 36" FOR CONDUITS. ALL CONDUITS ENTERING THE SHELTER SHALL BE SEALED WITH SEALANTS THAT ARE IDENTIFIED FOR USE WITH THE CABLE INSULATION, SHIELD, OR OTHER COMPONENTS. A BEAD OF SILICONE SHALL BE PLACED AROUND ALL CONDUIT PENETRATIONS INTO THE CABINET, 15. METER SOCKET TO BE SUPPLIED BY OR AS PER POWER COMPANY REQUIREMENTS. 16. GROUND FAULT PROTECTION IS REQUIRED FOR ANY UTILITY RECEPTACLES. 17. WHITE/NEUTRAL, GREEN/GROUND. SHALL BE MAINTAINED THROUGHOUT THE SITE ELECTRICAL SYSTEM. CABLE WORKS GENERAL NOTES 1. ALL CABLE SHALL BE ANDREWS LDF SERIES WITH NF CONNECTIONS AT BOTH ENDS. 2. ALL JUMPERS AT THE ANTENNA TO BE LDF SERIES (NO SUPERFLEX), 5 -FOOT, 1 /2"NM x DM. 3. ALL JUMPERS -AT THE EQUIPMENT TO BE LDF SERIES 18"-6' MAX., 1/2"NM x 1/2"NM (SUPERFLEX ALLOWED IN SHELTER). 4. ALL EXTERIOR CONNECTIONS SHALL BE WEATHERPROOF TAPED, 5. ALL GROUND KITS SHALL BE 2 HOLE LUG (NO SCREW -ON LUGS ALLOWED)_ 6. ALL COAX CABLES TO BE RUN INSIDE MONOPOLE, WHERE POSSIBLE. NO HANGERS WILL BE REQUIRED WHEN CABLES ARE RUN INSIDE MONOPOLE. 7. ALL COAX CABLES RUN ON A WAVEGUfOE LADDERS, ON STANDOFF, ON THE EXTERIOR OF A MONOPOLE, ON A GUYED TOWER, ON A SELF SUPPORT TOWER OR ON A POLE SHALL BE SUPPORTED EVERY FOUR (4) FEET. GENERAL NOTES TO FIFSTRICAL CONTRACTOR I. THE CONTRACTOR SHALL PROVIDE (FURNISH AND INSTALL) ALL NECESSARY CONDUITS, WIRING AND OUTLET BOXES TO SUPPORT THE FURNISHEO ITEMS. 2. PROVIDE WIRING IN CONDUIT IN ACCORDANCE PATH MANUFACTURER'S RECOMMENDATION AND N.E.C. - 3. FOR LOCATION OF NEW EQUIPMENT CABINET & ANTENNAS, SEE SITE PLAN. 4. COORDINATE IN ADVANCE ALL WORK TO BE DONE WITH POWER UTILITY CO. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL CONNECTIONS AND MAKING A COMPLETE OPERATIONAL SYSTEM AS APPROVED BY CROWN COMMUNICATIONS REPRESENTATIVE. 6. THE CONTRACTOR SHALL CONFER, COORDINATE, AND COMPLY WITH RECOMMENDATIONS MADE BY THE NEW EQUIPMENT CABINET MANUFACTURER'S REPRESENTATIVE. 7. ELECTRICAL CONTRACTOR TO INCLUDE THE FINAL CONNECTION WORK AND REQUIRED PERMITTING AND INSPECTIONS TO COMPLETE THE POWER AND TELEPHONE CONNECTION TO EQUIPMENT CABINET. COORDINATE WITH THE GENERAL CONTRACTOR FOR EQUIPMENT CABINET. 8. PRIOR T0 ANY WORK OR ORDERING DE G O R ANY MATERIALS, RA TE l5. THE CONTRACTOR R C SHALL VERIFY THAT THE EXISTING SERVICE VOLTAGE IS THE SAME VOLTAGE AS SHOWN FOR THE NEW EQUIPMENT. IF THE VOLTAGES ARE THE SAME, THE CONTRACTOR MAY PROCEED. IF DIFFERENT, THE CONTRACTOR SHALL NOTIFY CROWN COMMUNICATIONS IMMEDIATELY AND OBTAIN FURTHER DIRECTION. 1.1 MATERIALS ALL GROUNDING WIRE SHALL BE TIN COATED COPPER, (1 2/GREEN INSULATED WILL BE USED FOR EQ. GROUNDS TO RING. - 12 AWG BARE STRANDED SOFT DRAWN COPPER CABLE UNLESS OTHERWISE NOTED ON THE DRAWING. - LYNCOLE "XIT" GROUND RODS (REFER TO SECTION 2.1) - CAD WELD OR OTHER APPROVED EXOTHERMIC WELDING SYSTEM 1.2 GROUND RING PLACEMENT THE OUTSIDE GROUND RING SHALL BE PLACED AROUND THE STRUCTURE AT A DISTANCE OF ONE FOOT FROM THE FOUNDATION AT A DEPTH OF TWO FEET OR SIX INCHES BELOW FROST UNE, WHICHEVER IS DEEPER. 1.3 LIMITS OF BEND RADIUS IT IS IMPORTANT THAT THE WIRE CONNECTING THE INSIDE AND OUTSIDE GROUND RINGS BE AS STRAIGHT AS POSSIBLE, WITH NO TURN SHORTER THAN A ONE FOOT RADIUS. DEVIATING FROM THESE GUIDELINES WOULD ADD INDUCTIVE REACTANCE. WHICH WILL EFFECTIVELY DECOUPLE THE TWO SYSTEMS IF LIGHTNING ENERGY IS INTRODUCED. THIS IS DUE TO THE VERY FAST RISE TIMES ENCOUNTERED WITH LIGHTNING STRIKES. AVOID ALL 90' TURNS. 1.4 CONNECTION METHODS ALL EXTERIOR & BURIED CONNECTIONS WILL CAD WELD OR OTHER APPROVED EXOTHERMIC WELDING SYSTEM. CONNECTIONS TO THE SKID ON METAL BUILDING MAY BE MADE WITH MECHANICAL. CONNECTORS. RF GROUND CONNECTIONS TO BUSS BAR WILL BE MECHANICAL CONNECTED 'ATH TWO HOLE LUGS. GROUND CONNECTION SHALL BE FREE OF DIRT, GREASE & PAINT. ALUMINUM WIRE MAY NOT BE USED FOR GROUNDING AND SOLDER BONDS ARE PROHIBITED FOR ALL GROUND CONNECTIONS. 1.5 AC POWER GROUNDING CONNECTIONS AT THE ON-SITE RISER POLE OR METER PEDESTAL, THE AC. SERVICE NEUTRAL SHALL BE MECHANICALLY BONDED TO THE AC. SERVICE ENTRANCE GROUND AS SPECIFIED BY THE NATIONAL ELECTRIC CODE, ARTICLE 250, AND/OR APPROPRIATE LOCAL CODES. TWO GROUND RODS SHALL BE PROVIDED AT THIS POINT, INDEPENDENTLY FROM THE GROUND RING. A SEPARATE AC SERVICE GROUND AND NEUTRAL SHALL THAN BE ROUTED AND CONNECTED TO THE MAIN DISCONNECT MOUNTED INSIDE OR ON THE EXTERIOR OF THE CABINET. THE GROUND ROD. BONDING AND DOWN CONDUCTORS SHALL CONSIST OF THE FOLLOWING MINIMUM MATERIALS AND CONNECTION METHODS. ALL GROUND RODS SHALL BE 5/8" X 8' COPPERCLAD. THE TOP OF THE RODS SHALL BE BURIED TO A MINIMUM DEPTH OF 2'-6" (OR 6" BELOW THE FROST LINE WHICHEVER IS DEEPER). THE DOWN CONDUCTOR SHALL BE y2 SOLID TINNED COPPER WARE AND SHALL BE INSTALLED FROM THE GROUND ROD TO THE AC SERVICE NEUTRAL/GROUND BONDING, CONNECTION TO THE GROUND ROD SHALL BE CAO OR OTHER APPROVED EXOTHERMIC WELDING SYSTEM. CONNECTION TO THE NEUTRAL/GROUND BONDING SHALL BE MECHANICAL. 1.6 COAXIAL/CABLE GROUNDING THE NORMAL INSTALLATION GUIDELINE FOR ANTENNA COAXIAL/ CABLE GROUNDING PER TRANSMISSION LINE PER TOWER HEIGHT IS AS FOLLOWS: I. TOWERS LESS THAN 200' USING AN EQUIPMENT SHELTER -3 GROUNDING CONNECTIONS PER COAX CABLE: TOWER TOP ATTACHMENT POMT, 1-2' BELOW TRANSITION POINT, TOWER BOTTOM ATTACHMENT POINT, 1-4' ABOVE TRANSITION POINT AND AT THE BUILDING PENETRATION. 2. TOWERS OVER 200' USING AN EQUIPMENT SHELTER -4 GROUNDING CONNECTIONS PER COAX CABLE; TOWER TOP ATTACHMENT POINT, 1-2' BELOW TRANSITION POINT, TOWER MIDDLE ATTACHMENT POINT, TOWER 80TTOM ATTACHMENT POINT, 1-4' ABOVE TRANSITION POINT AND AT THE BUILDING PENETRATION. 3. TOWERS LESS THAN 200' USING EXTERIOR CABINETS -2 GROUNDING CONNECTIONS PER COAX CABLE; TOWER TOP ATTACHMENT POINT, 1-2' BELOW TRANSITION POINT AND TOWER BOTTOM ATTACHMENT POINT, 1-4' ABOVE TRANSITION POINT. 4. TOWERS OVER 200' USING EXTERIOR CABINETS -3 GROUNDING CONNECTIONS PER COAX CABLE; TOWER TOP ATTACHMENT POINT, 1-Z' BELOW TRANSITION POINT, TOWER MIDDLE ATTACHMENT POINT AND TOWER BOTTOM ATTACHMENT POINT, 1-4' ABOVE TRANSITION POINT. 1.7 ANTENNA GROUNDING A. CONNECTION REQUIREMENTS ALL TOWER/ANTENNA GROUNDING CONNECTIONS SHALL BE CADWELD. ALL BENDS IN THE TOWER GROUNDING SYSTEM SHALL HAVE A MINIMUM RADIUS OF 1'. CONNECTIONS SHALL BE MADE BY THE SHORTEST POSSIBLE ROUTE, GENERALLY A STRAIGHT LINE. B. ICE BRIDGE CAD WELD ,y2 SOLID TINNED COPPER WIRE TO EACH PIPE SUPPORTING THE CABLE SUPPORT STRUCTURE IN THE FRONT/BACK AND MIDDLE IF OVER 20'. BOND TOGETHER EACH SECTION OF ICE BRIDGE USING p2 SOUD TINNED COPPER WIRE CAD WELDED TO EACH SECTION. 1.8 PERIMETER FENCE GROUNDING WHEN INSTALLED, THE PERIMETER FENCE SHALL BE CONNECTED IN AT LEAST SIX PLACES TO THE MAIN EXTERIOR GROUND RING. CAD WELDING CONNECTIONS SHALL BE MADE ON THE CORNER METALLIC 6" - 12" ABOVE FENCE POSTS AND THE TWO POSTS SUPPORTING THE GATE AND THE EXTERIOR GROUNDING RING USING p'2 SOLID TINNED COPPER WIRE. EACH GATE LEAF SHALL BE CONNECTED TO EACH GATEPOST USING 2/0 INSULATED WELDING CABLE CAD WELDED TO THE GATEPOST AND THE GATE LEAF FRAME. 3.2 TESTING A. CERTIFIED MEASUREMENTS TO BE TAKEN AND SUBMITTED PRIOR TO CONNECTION TO MAIN SERVICE UTILITY GROUND. GROUND GRID RESISTANCE SHALL NOT EXCEED 5 OHMS. B. UPON CO ONOF THE GROUND INSTALLATION ATIAND BEFORE CONNECTION TO THE PERMANENT FACILITY POWER, THE ELECTRICAL CONTRACTOR SHALL PROVIDE AT HIS EXPENSE. A MEASUREMENT OF THE NEW EARTH GROUNDING ELECTRODE SYSTEM. THE TESTING SHALL UTILIZE AN EARTH RESISTANCE METER AND BE CONDUCTED IN ACCORDANCE WITH THE IEEE STANDARD 3 POINT FALL OF POTENTIAL METHOD. C. NOTIFY THE OWNERS REPRESENTATIVES THREE DAYS PRIOR TO THE SCHEDULED TESTING DATE SO THEY MAY BE PRESENT AT THE TIME OF TESTING. D. THE GROUNDING SYSTEM SHALL PASS A "SIXTY TWO PERCENT FALL -OF-POTENTIAL" TEST. THE MINIMUM LENGTH OF THE TEST CONDUCTORS SHALL BE 150 FEET. CONTRACTOR SHALL HAVE A CURVE OF RESISTANCE VS. DISTANCE PREPARED. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE IF THE MEASURED RESISTANCE IS ABOVE 5 OHMS. )JOHN D. RENO No. 32989 t `�, i -'SIGNAL -MND OAH 'ower Service, Ltd. Past Office Box 956 Staunton, VA 24492 1-988-816-7436 > AQa n U a ' m m u O m m ,e d� m ro m 64 si m r �rnsm ALL DRAW11MM AND WRITTEN MATERIAL CONTAINEE HEREIN ARE TI& PROPERTY OF PHR & A AND MAT NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT THE MITTEN CONSENT ff PHR & A RELEASE LITE 05/29/02 05/08/D2 PRELIMINARY 07/02/02 REVISED FINAL REVI90NS NQ DATE Qt 7/02/02 REVISED PER COMMENTS PROPERTY OF TRE DINER. IT IS PRODUCED SOLE. FOR USE BY THE OWNER AND ITS AFFILIATES REPRODUCTION OR USE OF THIS DRAWIM AND/OF THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERNISSIDN OF THE OWNER DRAWN BY: J. FLAXMAN CHECKED BY: J. RENO SITE _- WASHINGTON GAS SITE NUMBER SITE ADDRESS 350 HILLANDALE LANE WINCHESTER, VA. 22602 F-_-_T- ELECTRICAL HEETTITLEELECTRICAL NOTES SHEET NUMBER E-3 PLAT SCALE: 1-20