Loading...
HomeMy WebLinkAbout50-02 Washington Gas & Light Company (Telecommunications Facility) - Shawnee - Backfile. U Ll 2003 ;a=VELOPMENT 1 ower,Service., Ltd. A/C AIR CONDITIONING MGR MANAGER ADJ ADJUSTABLE MIN MINIMUM AFF ABOVE FINISH FLOOR MISC MISCELLANEOUS APPROX APPROXIMATELY 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 E" .-OING BLK BLOCK OC,o/c ON CENTER BMR BASE MOBILE RADIO OD OUTSIDE DIAMETER B/S BUILDING STANDARD OPG OPENING OPP OPPOSITE CLG CF!I_ING CLR CLEAR PLYWD PLYWOOD CONC CONCRETE PR PAIR CONST CONSTRUCTION PROJ PROJECT CONT CONTINUOUS PROP PROPERTY PT PRESSURE TREATED DBL DOUBLE DIA, 0 DIAMETER REQ'D _QUIRED DIAG DIAGONAL RM ROOM DIM DIMENS':)N RO ROUGH OPENING ON DOWN DTL,DETL DETAIL S SOUTH DWG DRAWING SHT SHEET SIM SIMILAR E EAST SPEC SPECIFICATION EA EACH SQ 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 FLR FLOOR TYP TYPICAL FT FOOT UBC UNIFORM BUILDING GA GAUGE CODE GALV GALVANIZE(D) UNO 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/0 WITHOUT AIR CONDITIONING WP WATERPROOF ID INSIDE DIA. IN INCH INFO INFORMATION INSUL, INSULATION INT INTERIOR 14 ANGLE LB(S) POUND(S) & AND CENTER LINE MAX MAXIMUM MECH MECHANICAL R PROPERTY LINE M ET, MTL METAL @ AT MFR MANUFACTURER # NUMBER 0 REVISION DETAIL TI DETAIL REFERENCE 0 KEY NOTE 4(T-1_ ELEVATION REFERENCE 100 ROOM NUMBER 22 KEYED NOTE SECTION REFERENCE r-� I ABBREVIATIONS AND SYMBOLS ENGINEER PATTON, HARRIS, RUST & ASSOCIATES P.0 BOX 4C 116 N. MAIN STREET BRIDGEWATER, VA 22812 JOHN D. RENO - PROJECT MANAGER (540) 828-2616 - PHONE 540 828-6437 - FAX 1 CONSULTANT TEAM SHEET NUMBER T-1 Z-1 S-1 r-2 S-3 S-4 E-1 E-2 E-3 E-4 I SHEET INDEX DESCRIPTION TITLE SHEET ZONING APPROVAL LETTER GENERAL NOTES AND SPECIFICATIONS TOWER LOCATION PLAN SITE PLAN AND ELEVATION SECTIONS & DETAILS ELECTRICAL DETAILS ELECTRICAL DETAILS ELECTRICAL DETAILS ELECTRICAL NOTES PROJECT MANAGER: - CONSTRUCTION MANAGER: - NETWORK OPERATIONS MANAGER: - NATIONAL DIRECTOR MANAGER: - SIGNATURE DATE APPROVED BY WASHINGTON GAS SITE NAME WASHINGTON GAS SITE NUMBER SITE 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' f AMSL AT BASE 350 HILLANDALE LANE WINCHESTER, VA. 22602 PARCEL NUMBER T.M. 63 ((2)) B MAGESTERIAL DISTRICT SHAWNEE ZONING JURISDICTION FREDERICK COUNTY ZONING CLASS M1 DEED BOOK & PAGE D.B. 380 PG. 239 FEMA FLOOD PLANE � PROJECT SUMMARY � LANDOWNER: SIGNATURE LANDOWNER APPROVAL DATE 01' , v JOHN D. RENO No. 32989 1- ►3 03!4 �. ..: �' ♦ Ayr �tr 4 t . • r11!� .±5" `r .Y•i '�:�+' ..._-'i �.�,'. 1 `+t• - f-'7s r�+�»•, k 37 n • 6 51 .. _ � z I, , r _ rl• � i�p J ''� r e> _ : , �y 1_ r a s- VICINITY MAP SCALE: 1" = 2000' 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 I PROJECT DESCRIPTION I SITE PLAN IS VALID FOR 5 YEARS. n , i i SIGNATURE DATE ZONING ADMINISTRATOR APPROVAL SITE DIRECTIONS: FROM THE 1-64 & 1-81 INTERCHANGE PROCEED NORTH ON 1-81 FOR APPROX. 89 MILES TO EXIT 310, AT TOP OF EXIT RAMP TURN RIGHT ONTO RT. 37, TAKE IMEDIATE LEFT ONTO HILLANDALE LANE. PROCEED ON HILLANDALE LANE FOR APPROX. .25 MILES. WASHINGTON GAS WILL BE ON YOUR RIGHT, SITE IS ON BACKSIDE OF BUILDING. DIRECTIONS TO SITE I SIGNATURE DATE INSPECTOR APPROVAL NANDOAH •er Service, Ltd_ Post Office Box 9S6 Staunton, VA. 24402 1-888-816-7436 ai > o to I > I > Vl .-7 qs O U ao4..,A b ;H�by00go p�an.°�> 0 U U a1 a� ed a� U e' O V) Y) od �od a �W N U)z ;jco �a co rj) 0 a a to x� �C\2 0 co a) 4-) lot �n to 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 06/06/02 PRELIMINARY 07/02/02 REVISED FINAL 41 REVISIONS N0. DATE Q1 08/19/02 REVISED PER COMMENTS Q 12/03/02 REVISED PER COMMENTS A3 01/13/03 REVISED PER COMMENTS PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY N 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. FLAXMAN CHECKED BY: J. RENO SITE NAME WASHINGTON GAS SITE NUMBER SITE ADDRESS 350 HILLANDALE LANE WINCHESTER, VA. 22602 SHEET TITLE TITLE SHEET SHEET NUMBER T-1 PLOT SCALE: 1 =20 Tbgmrttnpmt oF Pi■aleg erg Drvetepwv* 541110 "944fl F)aj adaiaw'4093 Vu*" nhru 14,200 Slit SAUtwo Allm:.L)mn Koctwc, Yra ecl :tr+plaaa ti Mum" 3126 Swnh ox RONA F.sRirjbmg. VA 7787,1 Imo,: CUP 1I11-42 Of SkE060"Oh 029 CoOWIly FsdK17� (PI NJ; 0-2-A Dkm C}7a,. This knor is to awflim align sitimn by the IF, c&ridc Cn;racy Board of Superuisora aT Iatir RUGGn11 an Nuvw.rtber 13, 2002_ 'Yom nppl:L:atiuu, CunAh�l l f= Permit # I 1-02, for a 120-fiat mmeo �le--w v9r; as tc]�auotrvnMtlicaliao6 towcr wa;pcoved wzo f livwiu trOi0d:1iQ03; Is iaw aygwy awnrnentxadill bo wddrmm d w d camp Iced w0h ak Yli bMel, 2, ThA umer OwA ba aml�ab60 for act l vi.^ing l+mmrA widm 9lt ien p owidCm J. A mmar ske plan KhAl be uppnncl by Was Caunty- 4, Tk W%cr shiil be removed by the Appdioant or pmpcaty omm witiLk �c (I z) mrentbs of abandow eeit of opts alki 5. Plcnhng tnwtn on hhe rice .OmIl lte rer iwM win gL6& G (3) tnohh hs afWr toopnecors or thw PM LTUra3lowar. UP 00w 16JJU hU wa:sfsu of esisting uurrroJvuiLWM Cyuip =ac9 w (' 7errrw Wxmr 6. h xbe evrmt a aol000 M;mkiCrJAA tom it rYotaagsd wWok t t4ve (12) -n ot;tlrs of the app[vyRl rxf ttns Condi63V-Ld UM &MR, than &c Candi6oruil U:gr Pemit will be d e.-N:d jcvAlid. 7 ':iK bower dssll haver P+Iwt rtnervrs i rr,c Firabtrk-L {-L WAY m,rr0M(:y a-uerrmuaiea(j0n 9eMCCd, If vm hove any queffims regm Oft rins whm ew rkr. s;tr pkh Apprava; proecss, PIC= feel ttxC tD , xj this o hct. S iowly. QR4�11NQ--- M V , Ailp DepulIy Direulur cih CM R®heu;:a.k. Rsj-ia1[, Plar�rhrr L SiliwaaiAwk Cw Conqmy ton Stnilb, S6%ftw Pi arizt 5-vaVi3or F1'en Mwphy. Cadrte:is&iomhcr a(f The Rm-c we Jmm Andw.;nrd, Real Ysum am; "1K+illlil-n Boar tlstd W Rabat Mieris. Shgwutt ihd = I':amr_reg J:WlY91MOpr6,iLMCl1.1'MILttVr4��N�4M �1Mu 107 Nw1h XmtStrrsi , %lndmMw, 4irglnle 22903-ffO(* R ,B-197A V er Service, Ltd. Post Office Box 956 Staunton, VA. 24402 1-888-816-7436 n� r7 as 9 I >��M V1 �' tin O 4-1 O O U U a� N co a� A. O to � a OD p 9 ea �+ to CO CO Z a'o � b o CO co co ., 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 REVISIONS NO. DATE Q1 01 /13/03 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. FLAXMAN CHECKED BY: J. RENO SITE NAME SITE NUMBER SITE ADDRESS 350 HILLANDALE LANE WINCHESTER, VA. 22602 SHEET TITLE ZONING APrR"OVA LETTER . SHEET NUMBER Z-1 PLOT SCALE: 1=20 DIVISION 1: STANDARD PROVISIONS 7. WARRANTY DIVISION 7' SEALANTS AND CAULKING-07900 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 E. AREAS THAT RECEIVE SEEDING SHALL BE GRADED BELOW FINISHED GRADES SHOWN, LEAVING SPACE FOR TOPSOILING ' TO ORIGINAL CONDITION AS POSSIBLE TO LEASE AREA PROPERTY OR SURROUNDING F. DEPRESSIONS: WHERE DEPRESSIONS RESULT FROM, OR HAVE RESULTED FROM, THE CAUSED BY CONSTRUCTION. REMOVAL OF SURFACE OR SUBSURFACE OBSTRUCTIONS, OPEN THE DEPRESSION TO THE GENERAL NOTES B. SOIL STERILIZATION APPLICATION WILL GUARANTEE VEGETATION FREE ROAD AND SITE AREAS EQUIPMENT WORKING WIDTH AND REMOVE ALL DEBRIS AND SOFT MATERIAL AS 1. PROVIDE JOINT SEALERS, JOINT FILLERS AND OTHER RELATED MATERIALS THAT ARE FOR ONE YEAR FROM DATE OF FINAL INSPECTION. DIRECTED BY THE ENGINEER, COMPATIBLE WITH ONE ANOTHER AND WITH JOINT SUBSTRATES UNDER CONDITIONS OF 1. DRAWINGS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE DIAGRAMMATIC C. DISTURBED AREAS WILL REFLECT GROWTH OF NEW GRASS COVER PRIOR TO FINAL INSPECTION. G. OTHER AREAS: EXCAVATE TO GRADES SHOWN ON THE DRAWINGS: WHERE EXCAVATION SERVICE AND APPLICATIONS. PROVIDE COLORS TO MATCH ADJACENT SURFACES. PROVIDE ONLY. THE WORK INDICATED ON THE DRAWINGS SHALL INCLUDE FURNISHING MATERIALS, D. LANDSCAPING, IF INCLUDED WITHIN THE SCOPE OF THE CONTRACT, WILL BE GUARANTEED FOR GRADES ARE NOT SHOWN ON THE DRAWINGS, EXCAVATE AS REQUIRED TO BLACK OR OTHER NEUTRAL COLOR WHEN NO OTHER COLOR IS AVAILABLE. EQUIPMENT AND APPURTENANCES, AND LABOR NECESSARY TO COMPLETE THE WORK. ONE YEAR FROM DATE OF FINAL INSPECTION. ACCOMMODATE THE INSTALLATION. VERIFY ALL EQUIPMENT LOCATIONS WITH PROJECT MANAGER. H. OVEREXCAVATION: BACKFILL AND COMPACT ALL OVEREXCAVATED AREAS AS 2. ONE -COMPONENT POLYSULFIDE BASED, ONE PART ELASTOMERIC SEALANT, COMPLYING WITH 2. PRIOR TO SUBMITTING A BID, THE CONTRACTOR SHALL VISIT THE JOB SITE AND BECOME SPECIFIED FOR FILL BELOW. FS TT-S-00230 CLASS A TYPE II NON -SAG FOR JOINTS AT PENETRATIONS THROUGH � ( )� FAMILIAR WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT, INCLUDING DEMOLITION, PART 2 DEMOLITION I. STRIP EXISTING TOPSOIL, LEAF MOLD AND ORGANIC MATERIALS, MEETING TOPSOIL EXTERIOR WALLS. PROVIDE COMPOUND BEARING THE THIOCOL CHEMICAL CORPORATION SEAL MECHANICAL AND ELECTRICAL INSTALLATIONS AND SHALL ADJUST BID ACCORDINGLY. REQUIREMENTS ABOVE. DEPOSIT IN STORAGE PILES SEPARATE FROM OTHER OF APPROVAL. PROVIDE ONE OF THE FOLLOWING OR AN APPROVED EQUAL: 1. DEMOLITION SHALL BE CONTROLLED TO PREVENT THE SPREAD OF DUST TO OCCUPIED PORTIONS EXCAVATED MATERIAL. A. FLEXISEAL 900 SERIES BY DAP, INC. 3.CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS ON THE JOB SITE OR THE BUILDING. J. STOCKPILE EXCAVATED SOIL MATERIAL SATISFACTORY FOR BACKFILL OR FILL UNTIL B. HORNFLEX ONE - COMPONENT BY W.R. GRACE & CO. AND CONFIRM THAT WORK AS INDICATED ON THE CONSTRUCTION DOCUMENTS (ALSO KNOWN 2. EXISTING WORK TO REMAIN SHALL BE PROTECTED FROM DAMAGE. WORK DAMAGED BY REQUIRED. PLACE, GRADE AND SHAPE STOCKPILES FOR PROPER DRAINAGE. AS CONSTRUCTION PLANS) CAN BE ACCOMPLISHED AS SHOWN BEFORE PROCEEDING. CONTRACTOR SHALL BE REPAIRED TO MATCH EXISTING WORK. K. REMOVE FROM PROJECT SITE AND DISPOSE OF MATERIAL UNSATISFACTORY FOR 3. ONE -COMPONENT ACRYLIC SEALANT: ACRYLIC TERPOLYMER, SOLVENT BASED ONE -PART 3. AT THE END OF EACH WORK DAY AND DURING INCLEMENT WEATHER, CLOSE ALL EXTERIOR BACKFILL OR FILL, TRASH AND DEBRIS, AND ALL EXCESS MATERIAL. THERMOPLASTIC SEALANT COMPOUND, SOLIDS NOT LESS THAN 95% ACRYLIC, COMPLYING WITH 4. NOTIFY PROJECT MANAGER OF ANY MAJOR DISCREPANCY REGARDING THE CONTRACT OPENINGS WITH WEATHERPROOF COVER. L. EXCAVATE SO THAT BANKS OF EXCAVATION WILL NOT BE UNDERCUT AND STRATUM FS TT-S-00230, CLASS B TYPE II, FOR PERIMETER OF METAL AND DOOR FRAMES, DOCUMENTS, EXISTING CONDITIONS, AND OR DESIGN INTENT. THE CONTRACTOR SHALL BE 4. REMOVE DEBRIS AND RUBBISH FROM THE SITE DAILY. DO NOT ALLOW DEBRIS AND RUBBISH FOR FOUNDATIONS WILL NOT BE DISTURBED. THRESHOLDS AT EXTERIOR DOORS, AND PIPE SLEEVES THROUGH EXTERIOR WALLS AND FLOOR RESPONSIBLE FOR OBTAINING THIS CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK TO ACCUMULATE IN BUILDING OR ON SITE. M. PROOFROLLING: PRIOR TO FILLING, AND AFTER TOPSOIL AND PREVIOUSLY IDENTIFIED SLABS. PROVIDE ONE OF THE FOLLOWING OF AN APPROVED EQUAL: OR RELATED WORK IN QUESTION. 5. FOR FLOOR AND WALL PENETRATIONS: UNSATISFACTORY SUBGRADE MATERIAL HAS BEEN REMOVED, PROOFROLL IN THE A. DAP ACRYLIC BY DAP, INC. 5. INSTALL ALL EQUIPMENT AND MATERIALS PER MANUFACTURER'S RECOMMENDATIONS UNLESS A. CONTRACTOR MUST LOCATE REINFORCING BARS IN EXISTING FLOOR SLABS USING A RELIABLE PRESENCE OF THE ENGINEER AREAS WITHIN 10 FEET OF BUILDING LIMITS USING B. GACO AS-3 BY GATES ENGINEERING/SMC SPECIFICALLY OTHERWISE INDICATED, OR WHERE LOCAL CODES OR REGULATIONS TAKE NON-DESTRUCTIVE TESTING METHOD APPROVED BY THE OWNER. CORE DRILL AS NECESSARY PRECEDENCE. TO ALLOW CABLE PENETRATION WITHOUT CUTTING EXISTING REINFORCING BARS. 4. OLEO -RESINS CAULKING COMPOUND: OIL BASED RESINOUS CAULKING, COMPLYING WITH B. FILL OPENING AFTER CABLE INSTALLATION WITH INSTA-FOAM'S INSTA-FIRE SEAL SILICONE FS TT-C-598, NON -BLEEDING, PAINTABLE, FOR ONE OF THE FOLLOWING OR AN APPROVED 6. CONTRACTOR SHALL VISIT JOB SITE TO REVIEW SCOPE OF WORK AND EXISTING SITE RN FOAM. EQUAL: CONDITIONS INCLUDING, BUT NOT LIMITED TO, MECHANICAL SERVICE, ELECTRICAL SERVICE A. VULCATEX BY W.R. GRACE & CO. AND OVERALL COORDINATION. PART 3 PRODUCTS 7. ALL TELEPHONE/RADIO EQUIPMENT LAYOUT, SPECIFICATIONS, PERFORMANCE, INSTALLATION 1. MATERIALS DIVISION CONCRETE WORKS - 0 3 310 AND THEIR FINAL LOCATION ARE TO BE APPROVED BY PROJECT MANAGER. THE CONTRACTOR A. SOIL ■ GENERAL NOTES SHALL BE FOR WITH THE WORK AND CLEARANCE REQUIRED BYOTHERSE RELATED TOR SAIDNG EQUIiIS PMENT. TOTALSKILLILI PRODUCT 910 - EPA 102'92-7 AMBUSH HERBICIDE - EPA REGISTERED PHASAR CORPORATION FRAMAR INDUSTRIAL PRODUCTS 1 • QUALITY ASSURANCE: 8. ALL WORK PERFORMED AND MATERIALS SHALL MEET THE HIGHEST TRADE STANDARDS. AS A P.O. BOX 5123 1435 MORRIS AVE. 3RD PARTY CONCRETE TESTING IS MANDATORY FOR ALL FOUNDATIONS. ALL BREAK TEST MINIMUM STANDARD, CONFORM WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES DEARBORN, MI 48128 TEL 313 563-8000 UNION, NJ 07083 TEL 800 526-4924 RESULTS ARE TO BE FORWARDED TO THE CROWN REPRESENTATIVE ON SAME DAY OF BREAK. GENERAL NOTES HAVING JURISDICTION. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY B. SOIL STERILIZER SHALL BE EPA REGISTERED OF LIQUID COMPOSITION AND OF COMPLY WITH PROVISIONS OF THE FOLLOWING CODES, SPECIFICATIONS AND STANDARDS, BEARING ON THE PERFORMANCE OF THE WORK. PRE EMERGENCE DESIGN. C. SOIL STABILIZER FABRIC SHALL BE MIRAFI - 50OX EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SHOWN OR SPECIFIED: 1. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON 9. ELECTRICAL SYSTEMS SHALL BE INSTALLED PER N.E.C. AND IN ACCORDANCE WITH ALL A. ACI 301-89 "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS". "BUILDING AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR APPLICABLE UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL D. ALL ON -SITE AND (IMPORTED FILL MATERIAL SHALL BE SOIL OR SOIL -ROCK MIXTURE WHICH B. ACI 318 CODE REQUIREMENTS FOR REINFORCED CONCRETE" (REVISED 1992) CODES, ORDINANCES AND APPLICABLE REGULATIONS. IS FREE FROM ORGANIC MATTER, FROZEN MATERIALS AND OTHER DELETERIOUS AND AC1318-89 'COMMENTARY" (REVISED 1992 DETERMINING THE EXACT LOCATION OF ALL UTILITIES BEFORE COMMENCING SUBSTANCE. IT SHALL CONTAIN NO ROCKS OR LUMPS OVER SIX (6) INCHES IN GREATEST C. CONCRETE REINFORCING STEEL INSTITUTE (CRSI�,"MANUTAL OF STANDARD PRACTICE". WORK AND FOR ANY DAMAGESTHAT OCCUR BY FAILURE TO LOCATE OR 10.CONTRACTOR SHALL PROVIDE CONTINUOUS SUPERVISION WHILE ANY SUBCONTRACTORS OR DIMENSION, AND NOT MORE THAN 157. OF THE ROCKS OR LUMPS SHALL BE LARGER THAN 2 PRESERVE THESE UTILITIES. IF DURING CONSTRUCTION THE CONTRACTOR WORKMEN ARE ON THE JOB SITE AND SHALL SUPERVISE AND DIRECT ALL WORK. INCHES IN GREATEST DIMENSION UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 2. REINFORCING MATERIALS: CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, 1.00 A. RIENFORCING:ASTM A 615,GRADE 60 DEFORMED. SHOULD ENCOUNTER UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS, TECHNIQUES, SEQUENCES AND PROCEDURES AND COORDINATING ALL PORTIONS OF THE B. WELDING WIRE FABRIC:ASTM A 185 WELDED STEEL WIRE FABRIC. HE SHALL NOTIFY THE ENGINEER AND TAKE NECESSARY AND PROPER STEPS WORK UNDER THE CONTRACT. E. BEDDING FILL SHAL L BE A GRADED ANGULAR STONE AND SHALL MEET THE C. SUPPORTS FOR REINFORCEMENT: BOLSTERS, CHAIRS, SPACERS AND OTHER DEVICES FOR PROTECT THE FACILITY AND ASSURE THE CONTINUANCE OF SERVIICE. 11. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR REQUIREMENTS FOR COARSE AGGREGATES, PER VDOT STD SPEC SECTION SPACING, SUPPORTING AND REINFORCING BARS IN PLACE. USE WIRE BAR TYPE SUPPORTS COMPLYING WITH CRSI SPECIFICATIONS. 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA 203, SIZE NO. 68. 2. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SITE CONDITIONS DURING CONSTRUCTION. F. TOPSOIL SHALL BE SANDY LOAM, CLAY LOAM, LOAM, SILT 3. CONCRETE MATERIALS: OR ANY INCONSISTENCIES OR AMBIGUITIES IN THE DRAWINGS SHALL BE 12. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH UNIFORM BUILDING CODE UBC 1994 ( ) LOAM, SANDY CLAY LOAM OR SOIL FROM THE SITE WHICH HAS A. PORTLAND CEMENT: ASTM C 150, TYPE 1. B. LIGHTWEIGHT AGGREGATES: ASTM C 330 IMMEDIATELY REPORTED TO THE OWNER, WHO SHALL PROMPTLY CORRECT EDITION, ALONG WITH 1994 UPC, UMC, AND THE 1994 NEC. SUFFICIENT ORGANIC MATERIAL TO PROMOTE THE GROWTH OF C. AIR -ENTRAINING ADMIXTURE: ASTM C 260 CERTIFIED BY THE MANUFACTURER TO BE INCONSISTENCIES OR AMBIGUITIES. WORK DONE BY THE CONTRACTOR 13. CONTRACTOR SHALL PROTECT ALL EXISTING FINISHES THAT ARE TO REMAIN. CONTRACTOR TURF GRASS. IT SHALL NOT HAVE A MIXTURE OF SUBSOIL AND COMPATIBLE WITH OTHER REQUIRED ADMIXTURES. WITHOUT DIRECTIONS OR ANY DISCOVERY OF SUCH INCONSISTENCIES, SHALL REPAIR ANY DAMAGE THAT MAY OCCUR DURING CONSTRUCTION. CONTAIN NO SLAG, CINDERS, STONES, LUMPS OR SOIL, STICKS, 4. PROPORTIONING AND DESIGN OF MIXES: DISCREPANCIES, OR AMBIGUITIES, SHALL BE DONE AT CONTRACTOR'S RISK. 14. SEAL ALL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED OR F.M. APPROVED ROOTS, WEEDS, TRASH OR OTHER EXTRANEOUS MATERIALS DESIGN MIX TO PROVIDE LIGHTWEIGHT CONCRETE WITH THE FOLLOWING PROPERTIES: MATERIALS. LARGER THAN 1-1/2 INCHES IN ANY DIMENSION. A. 3000 PSI 28-DAY COMPRESSIVE STRENGTH 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY DETAILS AND SCHEMATICS ARE TO PROPOSE TO SHOW END RESULT OF THE DESIGN. MINOR MODIFICATIONS B.WEIGHT: BWEIGHT: 110 PCF. C. W/C RATIO: 0.44 MAXIMUM (NON AIR -ENTRAINED), 0.35 MAXIMUM (AIR -ENTRAINED) PERMITS BEFORE ANY CONSTRUCTION BEGINS. CONTRACTOR SHALL NOTIFY MAY DEEM TO BE NECESSARY TO SUIT JOB CONDITIONS AND DIMENSIONS. SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. D. BREAK SCHEDULE - 3 DAY, 7 DAY, 28 DAY, AND 1 SPARE MISS UTILITIES (800) 552-7001 48 HOURS PRIOR TO EXCAVATION. 16. VERIFY ALL FINAL EQUIPMENT LOCATIONS WITH OWNERS REPRESENTATIVE. 2. EQUIPMENT A. COMPACTION SHALL BE ACCOMPLISHED BY MECHANICAL MEANS. CONTRACTOR SHALL COORDINATE INSTALLATIONOF ELECTRICAL, GAS, 17. DIMENSIONS ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. 1. LARGER AREAS SHALL BE COMPACTED BY SHEEPS FOOT VIBRATOR OR RUBBER TIRED DIVISION • UNIT M AS 0 N RY - 0 4 2 2 0 TELEPHONE, AND CATV SERVICES. ROLLERS WEIGHING AT LEAST FIVE TONS. ■ 18. CLEANUP AND SAFETY: KEEP PROJECT AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL 2. SMALLER AREAS SHALL BE COMPACTED BY POWER -DRIVER, HAND HELD TAMPERS. 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 PART 4 EXECUTION CONDITION: FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. THE 1. CONCRETE BLOCKS: NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL SYSTEMS EQUIPMENT IN A 1. INSPECTIONS A. STANDARD BLOCK SHALL BE THE SIZE INDICATED ON THE DRAWINGS, LIGHT GRAY OR CLEAN WORKING ORDER UNTIL ACCEPTANCE OF THE PROJECT BY PROJECT MANAGER. A.LOCAL BUILDING INSPECTORS SHALL BE NOTIFIED NO LESS THAN 48 HOURS IN ADVANCE NEUTRAL COLOR, AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM C 90, TYPE 1. 19. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR REDLINING THE CONSTRUCTION PLANS TO OF CONCRETE POURS. UNLESS OTHERWISE SPECIFIED BY OWNER OR LOCAL JURISDICTION, GRADE N, LIGHTWEIGHT TYPE WITH EXPAND SLAG AGGREGATE. INSTALLATION AND INSPECTIONS AS PER ALL CODES AND ORDINANCES. ILLUSTRATE THE AS -BUILT CONDITION OF THE SITE. THIS WILL BE DONE AFTER THE SITE B.CONTRACTOR IS RESPONSIBLE FOR ALL INSPECTIONS RELATIVE TO EACH CONSTRUCTION ACTIVITY. 2. MORTAR: HAS BEEN AWARDED THE FINAL INSPECTION. ALL INSPECTION REPORTS ARE TO BE DELIVERED TO THE OWNER IMMEDIATELY UPON RECEIPT A. All MORTAR FOR CONCRETE BLOCKS SHALL CONFORM TO ASTM C 270, TYPE S AND TWO (2) COPIES OF REDLINED DRAWINGS WILL BE PROVIDED TO PROJECT MANAGER AND OF SAID INSPECTION REPORTS. SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS. THE ARCHITECT. (1 EACH) 2. PREPARATION A. CLEAR TREES, BRUSH AND DEBRIS FROM SITE AREAS AND ACCESS ROAD RIGHT OF WAY 3. WIRE REINFORCING IN BED JOINTS: AS DIRECTED BY PROJECT MANAGER. A. TRUSS TYPE REINFORCEMENT SHALL BE DUR-O-WALL, OR EQUAL FABRICATED WITH A B. PRIOR TO OTHER EXCAVATION AND CONSTRUCTION EFFORTS GRUB ORGANIC MATERIAL TO A SINGLE PAIR OF SIDE AND CONTINUOUS DIAGONAL CROSS -RODS SPACED NOT MORE THAN MINIMUM OF SIX (6) INCHES BELOW ORIGINAL GROUND LEVEL. 8" ON CENTER. WIRE IN FABRICATION SHALL BE GALVANIZED ACCORDING TO ASTM 116, C. UNLESS OTHERWISE INSTRUCTED BY PROJECT MANAGER TRANSPORT ALL REMOVED TREE, CLASS 3. SIDE RODS SHALL BE 9 GAGE 3/16" MINIMUM LENGTH SHALL BE 10'-0" WITH BRUSH AND DEBRIS FROM THE PROPERTY TO AN AUTHORIZED LANDFILL.. MATCHING CORNER AND TEE UNITS. D. PRIOR TO PLACEMENT OF FILL OR BASE MATERIALS, ROLL THE SOIL. B. SPACING: TYPICAL, IN BED JOINTS, AT 16" VERTICAL IINTERVAL. CT OPENINGS: ABOVE AND DIVISION 2 : SITE W 0 R K - 0 210 0 E WITH STABILIZER UNSTABLESOIL PRIORDITIONS ARE TO PLACEMENT OF ENCOUNTERED, ILLEOR BASEOF THE MATERIALRUBBED AREAS C JOINT TO OPENINGS:ABOVE WAY. SPLICE L EINGTHS ONE THE OPENING OPENING EACHPLACE 3E ON PAST BELOW FOR HORIZONTAL 3. INSTALLATION JOINT REINFORCEMENT SHALL BE AT LEAST 8" FOR TRUSS AND 16" FOR STRAIGHT TYPE. A. THE SITE AND TURNAROUND AREAS SHALL BE AT THE SUB -BASE COURSE ELEVATION PRIOR 4. INSTALL STEEL LINTELS ABOVE EACH OPENING. FILL CORES WITH GROUT 3 COURSES BELOW TO FORMING FOUNDATIONS. GRADE OR FILL THE SITE AND ACCESS ROAD REQUIRED IN ORDER LINTEL BEARING. EARTHWORK AND DRAINAGE THAT UPON EVEN DISTRIBUTION OF SPOILS RESULTING FROM FOUNDATION EXCAVATIONS. PART 1 GENERAL THE RESULTING GRADE WILL CORRESPOND WITH SAID SUB -BASE COURSE, ELEVATIONS ARE TO BE CALCULATED FROM FINISHED GRADES OR SLOPES INDICATED. 1. WORK INCLUDED B.IF ANY, EXCESS SPOILS WILL BE CLEARED FROM JOB SITE AND NOT SPREAD BEYOND THE ISION 5: STRUCTURAL STEEL-05120 DIVISION A. REFER TO THE LAND DEVELOPMENT PLAN AND SITE PLAN FOR WORK INCLUDED. LIMITS OF LEASE PROPERTY UNLESS AUTHORIZE BY PROJECT MANAGER / AS AGREEMENT BY LANDOWNER. 2. RELATED WORK C. THE ACCESS ROAD SHALL BE BROUGHT TO BASE COURSE ELEVATION PRIOR TO FOUNDATION A. CONSTRUCTION OF BUILDING FOUNDATION CONSTRUCTION TO PERMIT USE. COMPACTION AND OBSERVATION DURING CONSTRUCTION OF B. INSTALLATION OF UTILITY & GROUNDING SYSTEM THE SITE. 1. QUALITY ASSURANCE: C. ERECTION OF FENCE D. AVOID CREATING DEPRESSIONS WHERE WATER MAY POND. COMPLY WITH PROVISIONS OF THE FOLLOWING CODES, SPECIFICATIONS AND STANDARDS, E. THE CONTRACT SHALL BE ASSUMED TO INCLUDE GRADING BANKING, DITCHING AND UNLESS EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SHOWN OR SPECIFIED: 3. DESCRIPTIONS OTHERWISE INDICATED, COVERING TWO INCHES OF SURFACE COURSE. ALL ROADS OR ROUTES A. AISC "CODE OF STANDARD PRACTICE". A. ACCESS ROAD, TURNAROUND AREAS, AND SITES ARE CONSTRUCTED TO PROVIDE A WELL UTILIZED FOR ACCESS TO THE SITE COMMENCING AT THE POINT OF INTERSECTION WITH THE B. AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DRAINED, EASILY MAINTAINED, EVEN SURFACE FOR MATERIAL AND EQUIPMENT DELIVERIES AND NEAREST PUBLIC THOROUGHFARE. DESIGN AND PLASTIC DESIGN". INCLUDING THE "COMMENTARY" AND SUPPLEMENTS. MAINTENANCE PERSONNEL ACCESS. F. WHEN IMPROVING AN EXISTING ACCESS ROAD, GRADE THE EXISTING ROAD TO REMOVE ANY C. AMERICAN WELDING SOCIETY (AWS) D1.1-92,"STRUCTUIRAL WELDING CODE - STEEL." ORGANIC MATTER AND. SMOOTH THE SURFACE BEFORE PLACING FILL OR STONE. 4. QUALITY ASSURANCE G. PLACE FILL OR STONE IN SIX INCH MAXIMUM AND COMPACT BEFORE PLACING NEXT LIFT. 2. MATERIALS: A. APPLY SOIL STERILIZER IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION (USE AS H. THE FINISH GRADE, INCLUDING TOP SURFACE COURSE, SHALL EXTEND A MINIMUM OF ONE A. STRUCTURAL STEEL PLATES, SHAPES AND BARS: ASTM A 36. NEEDED). FOOT BEYOND THE SITE FENCE AND SHALL COVER THE AREA AS INDICATED. B. HIGH STRENGTH THREADED FASTENERS: ASTM A 325. B. GRASS SEEDS SHALL BE APPLIED AND MAINTAINED AS RECOMMENDED BY THE SEED I. RIPRAP SHALL BE APPLIED TO THE SIDE SLOPES OF ALL FENCED SITE AREAS, PARKING C. ELECTRODES FOR WELDING: E70XX. PRODUCER (IF REQUIRED). AREAS, AND TO ALL OTHER SLOPES GREATER THAN 2:1. D. ALL STRUCTURAL STEEL SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153. C. VEGETATION LANDSCAPING, IF INCLUDED WITHIN THE CONTRACT, WILL BE PLACED AND J. RIPRAP SHALL BE APPLIED TO THE SIDES OF DITCHES OR DRAINAGE SWALES. E. CEMENT GROUT: EMBECO BY MASTER BUILDERS OF AN APPROVED EQUAL MAINTAINED AS RECOMMENDED BY NURSERY INDUSTRY STANDARDS (IF REQUIRED). K. RIPRAP ENTIRE DITCH FOR SIX FEET IN ALL DIRECTIONS AT CULVERT OPENINGS. F. NON-METALLIC, SHRINKAGE -RESISTANT, 4000 PSI COMPRESSIVE STRENGTH GROUT, L. SEED FERTILIZER AND STRAW COVER SHALL BE APPLIED TO ALL OTHER DISTURBED AREAS, PROVIDE ONE OF THE FOLLOWING OR AN APPROVED EQUAL: 5. SEQUENCING AND DITCHES, DRAINAGE, SWALES, NOT OTHERWISE RIPRAPPED. 1. EUCO N.S. BY EUCLID CHEMICAL CO. A. CONFIRM SURVEY STAKES AND SET ELEVATIONS PRIOR TO ANY CONSTRUCTION M. UNDER NO CIRCUMSTANCES WILL DITCHES, SWALES, NOR CULVERTS BE PLACED SO THEY 2. MASTERFLOW 713 BY MASTER BUILDERS B. THE COMPLETE ROAD AND SITE AREA WILL BE GRUBBED PRIOR TO FOUNDATION DIRECT WATER TOWARDS, OR PERMIT STANDING WATER IMMEDIATELY ADJACENT TO RAILROAD CONSTRUCTION OF PLACEMENT OF BACK FILL OR SUB -BASE MATERIAL. BALLAST. IF DESIGNS OR ELEVATIONS CONFLICT WITH THIS GUIDANCE ALVAR SHOULD BE 3. INSPECTIONS AS PER ALL CODES AND ORDINANCES C. CONSTRUCT TEMPORARY CONSTRUCTION ZONE ACCESS DRIVE ADVISED IMMEDIATELY. D. THE SITE AREA WILL BE BROUGHT TO SUB -BASE COURSE ELEVATION AND THE ACCESS ROAD WIN DITCH LIES WITH SLOPES GREATER THAN TEN PERCENT, MOUND DIVERSIONARY TO BASE COURSE ELEVATION PRIOR TO FORMING FOUNDATION. HEADWALLS IN THE DITCH AT CULVERT ENTRANCES. THE HEADWALL SHALL BE POSITIONED E. APPLY SOIL STERILIZER PRIOR TO PLACING BASE MATERIALS. AT AN ANGLE NO GREATER THAN 60 DEGREES OFF THE DITCH LINE. RIPRAP THE UPSTREAM F. GRADE, SEED FERTILIZER AND MULCH DISTURBED AREAS IMMEDIATELY AFTER BRINGING SITE SIDE OF THE HEADWALL AS WELL AS THE DITCH FOR SIX FEET ABOVE THE CULVERT AND ACCESS ROAD TO BASE COURSE ELEVATION, WATER TO ENSURE GROWTH. ENTRANCE. G. 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. 4. BACKFILL AND COMPACTION TH ®F 6. SUBMITTALS 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 A. BEFORE CONSTRUCTION INSPECTIONS, TESTS, AND APPROVALS. 1. IF LANDSCAPING IS APPLICABLE TO THE CONTRACT, TWO COPIES OF THE LANDSCAPE PLAN B. SHOULD ANY OF THE WORK BE SO ENCLOSED OR COVERED UP BEFORE IT HAS BEEN N D. RENO UNDER NURSERY LETTERHEAD. IF A LANDSCAPE ALLOWANCE WAS INCLUDED THE APPROVED, THE CONTRACTOR SHALL UNCOVER ALL SUCH WORK. No. 329L39 CONTRACT, AN ITEMIZED LISTING OF PROPOSED COSTS UNDER NURSERY LETTERHEAD FTE C. AR THE WORK HAS BEEN COMPLETELY TESTED, INSPECTED, AND APPROVED, MAKE (REFER TO SITE PLAN FOR LANDSCAPING REQUIREMENTS). ALL REPAIRS AND REPLACEMENTS NECESSARY TO RESTORE THE WORK TO THE 3 -03 2. SUBMIT FOR APPROVAL, 1 /2 CUBIC FOOT OF THE PROPOSED SURFACE COURSE MATERIAL. CONDITION IN WHICH IT WAS FOUND AT THE TIME OF UNCOVERING. B. AFTER CONSTRUCTION D. FOR SETTING AND ESTABLISHING FINISH ELEVATIONS AND LINES, SECURE THE SERVICES 1. MANUFACTURER'S DESCRIPTION OF PRODUCT AND WARRANTY STATEMENT ON SOIL STERILIZED. OF A SURVEYOR OR CIVIL ENGINEER ACCEPTABLE TO THE OWNER. CAREFULLY I�NAI. 2. MANUFACTURER'S DESCRIPTION OF PRODUCT ON GRASS AND FERTILIZER PRESERVE ALL DATA AND MONUMENTS SET BY THE SURVEYOR OR CIVIL ENGINEER AND, 3. LANDSCAPING WARRANTY STATEMENT. IF DISPLACED OR LOST, IMMEDIATELY REPLACE TO THE APPROVAL OF THE OWNER. NANDOAH 'er Service, Ltd. Post Office Box 9S6 Staunton, VA. 24402 1-888-816-7436 r7 9 c'Ci of �-;Cdw> T '05 to CD C) a) ap to 4 rp t V O Itz U � U N U Q' O U w b a N a) 00 N+� s~ w C\2 0 W �o > U) > cfl c[f r, �C\2 I � --)00 to 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 06/06/02 PRELIMINARY 07/02/02 REVISED FINAL REVISIONS NO. DATE , t 07/02/02 REVISED PER COMMENTS Q 12/03/02 REVISED PER COMMENTS Q3 01/13/03 REVISED PER COMMENTS e 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. 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 F �i . ZONING SETBACK TABLE. ZONING SETBACK REQUIREMENTS FRONT = 75' REAR = 25' SIDES = 25' DISTRICT SETBACK REQUIREMENTS FRONT = 120' + 7 5' = 19 5' REAR = 120' + 25' = 145' SIDES = 120' + 25' = 145' i / HERMMAN INVESTMENT CO. ZONED MI PIN: 63-2—B 11.029 ACRES USE: VERI ZON TELEPHONE OFFICE / NO ADDITIONAL SCREENING REQUIRED. \ REFERENCE SITE PLAN 009-94Cb \ /1 � OUTDOOR / C?j / All STORAGE AREA z Q► ®/ / / �/ A:) Cb MAX. HEIGHT REQUIREMENT IS 60. 4� / / /� ,D. / SHENAN,DOAH GAS CO. IF OVER 60 THEN ADD 1 OF ZONED MI / SETBACK FOR EACH ADDITIONAL / / ,11; / FOOT OF HEIGHT. THEREFORE 180' /10.98. TOWER 60 =120 ADDED TO EACH SETBACK. GLAIZE DEVELOPMENT INC. ZONED MI / / ® / / cy PIN: 63-2—C 1.31 ACRES USE. VACANT TRASH DUMPSTER oF�� yT F PROP. MONO SHENANDOAH GAS SIGN 43" X 60" GLAIZE DEVELOPMENT INC ZONED RA PIN: 75—A-92 0.92 ACRES USE: VACANT GRAPHIC SCALE 50 0 25 50 100 1 inch = 50' ft. 1' 1� bro 1 S 5a / / / / A / / GLAIZE DEVELOPMENT INC. / A` tl ZONED RA lb PIN: 75—A-94 318.00 ACRES USE: VACANT NOTES: 1. NO PARKING IS PROPOSED FOR THIS PROJECT. 2. NO NEW UTILITIES ARE PROPOSED FOR THIS SITE. 3. THERE ARE NO NEW ENVIRONMENTAL FEATURES ON THIS PROJECT. 4. APPROPRIATE MEASURES WILL BE TAKEN TO SCREEN THE EX. DUMPSTER FROM HILLANDALE LANE. TOWER LOCATION PLAN � JWN D. RENO No. 32989 NANDOAH er Service, Ltd. Post Office Box 956 Staunton, VA. 24402 1-888-816-7436 I '1.- >°?pq� o to� co 0 b W o C) E) � ;0 o W U a� C U A' O to 00 a 00 02 �a co oa M>CO �C\2 0 CIO 0 aFzo ,,, b I 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 06/06/02 PRELIMINARY 07/02/02 REVISED FINAL REVISIONS NO. DATE , i 08/19/02 REVISED PER COMMENTS Q 12/03/02 REVISED PER COMMENTS Q3 01/13/03 REVISED PER COMMENTS 0 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. FLAXMAN CHECKED BY: J. RENO SITE NAME SITE NUMBER SITE ADDRESS 350 HILLANDALE LANE WINCHESTER, VA. 22602 SHEET TITLE TOWER LOCATION PLAN SHEET NUMBER S-2 PLOT SCALE: 1=1 X. OVERHEAD\ \ _ ELECTRIC- 1 � 42' SELF SU ORT TOW \\ � EX. EX. BUILDING EX. DRIVEWAY I PROP. 8' TALL WOODEN I PRIVACY FENCE. / - I X � \ 1'I'0' MO N 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 1 inch = 20' ft. PR( OLE ` cp 7�� I ' \ 0 SITE PLAN S— 3 SCALE: 1 " = 10' ?s� EX. INLET EX. DRIVEWAY SCALE: N.T.S. STOP OF PROPOSED SELF SUPPORT er Service, Ltd. Post Office Box 9S6 Staunton, VA. 24402 1-888-816-7436 9 r� I 9 o Cd 0D 9 pq a�'i on � oAa�ti 4-4 an o p��.°'a� 0 U U] U C� U 0 O 'C7 � 0i ►.7 46 07 �0 vJ m>� x 02 CO4J 1 0 � o� �� . 40 OD 0 m '�4 � 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 06/06/02 PRELIMINARY 07/02/02 REVISED FINAL REVISIONS N0. DATE Al 07/02/02 REVISED PER COMMENTS 0 12/03/02 REVISED PER COMMENTS ® 01/13/03 REVISED PER COMMENTS PROPERTY OF THE OWNER. IT IS PRODUCED SOLELY FOR USE BY THE OWNER AND ITS AFFILIATES, REPRODUCTION OR USE OF THIS DRAWNG AND/OR THE INFORMATION CONTAINED IN IT IS FORBIDDEN WITHOUT THE WRITTEN PERMISSION OF THE OWNER. DRAWN BY: J. FLMMAN CHECKED BY: J. RENO SITE NAME WASHINGTON SITE NUMBER SITE ADDRESS 350 HILLANDALE LANE WINCHESTER, VA. 22602 SHEET TITLE SITE PLAN AND ELEVATION SHEET NUMBER PLOT SCALE: 1=20 W O O W c� 0 W 12" MAX. MONOPOLE TOWER RELOCATED 6' DISH (TYP.) ANTENNA PLAN DETAIL SCALE: N.T.S. 1'-0" 4'-6" O.C. MAX. GROUND BAR STRAPPED TO TOWER 3'-0" O.C. MAX. ICEBRIDGE SUPPORT 3/4" PVC (TYP.) CONC. FOOTING TO BE BELOW GRADE „A" ** 1 E-2 COAX C CALDWELD TO ICE BRI POST, F GRAVEL #2 TINNED LEA[ GROUNDING RING k I I r.) SIDE ELEVATION I n A n1 r n1 1 A nn (-1 1I" A TI 1 /,- 2� ICE BRIDGE DETAIL S-4 SCALE: N.T.S. OF ANTENNA AND COAXIAL CABLE SCHEDULE SECTOR Al B1 N/A AZIMUTH 144.2' 263' N/A ANTENNA 6' DISH 6' DISH HF GROUND PLANE MOUNTING HEIGHT 80' 80' 120' MECHANIICAL DOWNTILT 0' 0° N/A COAXIAL CABLE EXISTING EXISTING EXISTING "'" YE CHANNEL ICROFLECT ALLTHREAD SUPPORT; 20" UNISTRUT W/NUT WASHER EACH SIDE/ EACH LEVEL COAX HANGERS ( TERMINATOR FRAME PER IECT MANAGER'S INSTRUCTIONS HEAD BY MICROFLECT '2"0 GALV., SCHED 40 POST; IWN TO DRAIN; TYPICAL 12"0 x 36" DEEP CONCRETE FOOTING; TYPICAL FRONT ELEVATION TABULATION I DIM. „A„1 f 20'—O" 1 "B" 1 t 7'-6" „C„ t 6'-6" ** 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. r (-LN D. RENO Na 32989 : sPe er Service, Ltd. Post Office Box 956 Staunton, VA. 24402 1-888-816-7436 a� f6 > r7 > C) I �di07 j > 4.1 m y, p pp 14 4) Q Uaa�'>� 8� o 7 V) U U a� Ul U 4 co U 0' O U �b a 00 U � ;:� co �a Cd o a > co � �C(-4 C\2 cd -p I °'>13� �zECD '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 05/29/02 06/06/02 PRELIMINARY 07/02/02 REVISED FINAL REVISIONS NO. DATE Al 07/02/02 REVISED PER COMMENTS Q 12/03/02 REVISED PER COMMENTS 30 01 /13/03 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. FLAXMIAN CHECKED BY: J. RENO SITE NAME WASHINGTON GAS SITE NUMBER SITE ADDRESS 350 HILLANDALE LANE WINCHESTER, VA. 22602 SHEET TITLE SECTIONS AND DETAILS SHEET NUMBER S-4 PLOT SCALE: 1=20 CJ 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. mom INSPECTION PORT 1 PER GROUNDING RING EX. OVERHEAD ELECTRIC PROP. 8' TALL WOODEN EX. DRIVEWAY PRIVACY FENCE \ \ 1�F�I� \ \ F 3p \ fEX. INLET `_� EX. 10' MONOPOLE J EX. 42' SELF SUPPORT TOWER EX. BUILDING THREE (3) (TYP © EACF (1) BUS (1) TOWE (1) GROUND ROD 10'-0" c/c (T` INILJ rvr,\ DUILUIINU/ r'HU GROUND RING RING 18" (MIN) OM EDGE OF (FOUNDATION ON PORT (TYP TWO PER TOWER) DWER EX. DRIVEWAY 2� TOWER GROUNDING PLAN E-1 SCALE: N.T.S. ""-PROP. 180' MONOPOLE T WER 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. .INSPECTION PORT O GROUND ROD - 5/8"x8' ® CADWELD CONNECTION GROUNDING PLAN E-1 SCALE: N.T.S. V) C) FUTURE LOCATION OF METERBOARD GROUND BAR LOCATED 1'-2' BELOW TRANSITION MOUNT DIRECTLY TO TOWER 10 0 0 0 6 I NOTE: ADDITIONAL GROUND BAR IS REQUIRED AT MID POINT IF COAX CABLE EXCEED 200' (TO BE MOUNTED DIRECTLY TO TOWER). GROUND BAR LOCATED 1'-4' ABOVE TRANSITION MOUNT DIRECTLY TO TOWER —4 0 0 0 0 0 COAX CABLE GROUND KIT COAX CABLE COAX CABLE GROUND KIT �� —�-- T (2) #2 TINNED GROUND O EQUIPMENT CABINET LEADS TO GROUNDING RING TOWER GROUND RING �5� ANTENNA GROUNDING DIAGRAM SCALE: N.T.S. FROM METERBOARD (PENDING LOCATION) GRADE- . CADWELD GROUND RING #2 AWG BCW (TINNED) �'--GROUND ROD COPPERWELD 5/8"0 x 10'-0" LONG NOTE: 8'-0" MIN. SPACING BETWEEN RODS GROUNDING ROD DETAIL SCALE: N.T.S. FINISH GRADE 6" PVC PLUG -- 6" PVC CPLG. (THRD) Z I #2 SOLID TEST LOOP NOTCH SIDES OF 6" PVC SCH 40 N CADWELD PIPE TO ALLOW EXIT.ENTRANCE OF GROUND RING 6" CLR. TYP. GROUND RING TRENCH BOTTOM 5/8" X 8'/10' GROUND ROD I 4 INSPECTION PORT E-1 SCALE: N.T.S. '� 0 10 JOHN D. RENO No. 32989 �� l_)3 v NANDOAH er Service, Ltd_ Post Office Box 956 Staunton, VA. 24402 1-888-816-7436 fj 9 > �> >y� a - �r o Q�bvmvo 4 $~ 0) 0 U U (U s- 19 -) � � U Q" O U b rn a C a�CD CV p� a oa �> x 0 �CO �(U�� z Oco 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 06/06/02 PRELIMINARY 07/02/02 REVISED FINAL f REVISIONS NO. DATE �1 07/02/02 REVISED PER COMMENTS 12/03/02 REVISED PER COMMENTS 3 01/13/03 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. FLAXMAN CHECKED BY: J. RENO SITE NAME WAS H I N GTO N GAS SITE NUMBER SITE ADDRESS 350 HILLANDALE LANE WINCHESTER, VA. 22602 SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E-1 PLOT SCALE: 1=20 1/ r_rinl nl' r' COAXIAL CABLE W/ STAINLESS STEEL STANDARD CABLE HANGER 5/8" DIA. THREADED ROD W/ NUTS AND OVERHEAD WASHERS CABLE SUPPORT @ 4'-0" O.C. MAX. I�VU TO EXTEND 1/2" MAX. BELOW CABLE SUPPORT NOTE: VIEW —BACK TO EQUIPMENT LOOKING AT TOWER SECTION E-2 SCALE: N.T.S. BLE TO ANTENNA gNDREW WEATHERPROOFING <IT ANDREW COAX CABLE GROUNDING CLAMP KIT ROUND CONDUCTOR !LE TO BTS COAX CABLE GROUND SCALE: N.T.S. IN PLATED COPPER GROUND BAR 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. — 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015—B OR EQUIVALENT. 3. — WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT. NO. A-6056 OR EQUIVALENT. 4. — 5/8-11 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 & NUT W/ LOCK WASHERS (TYP) SEE TABLE GROUND CONDUCTOR GROUND CONDUCTOR TABLE WIRE SIZE LUG # BOLT DIA. #2 YA2CL-2TC14 1 /4" #2/D YA25-2LN 1 /2" COMPRESSION LUG GROUND CONNECTION SCALE: N.T.S. CAD WELD ONLY #6 AWG FROM ANTENNA CABLE GROUND KIT AND SUPPORT MAST, BRACKET, ETC. OUND BAR ON WALL AT ANTENNA MAST SEE ALSO 5 E-2 #2 AWG TO GROUND BAR OR GROUND RING GROUND WIRE INSTALLATION TO GROUND BAR SCALE: N.T.S. JOHN D. RENO a No. 32989 _jo,r'4t I0Val �l D• er Service, Ltd. Post Office Box 956 Staunton, VA. 24402 1-888-816-7436 � N �; i >�o�to a � b C) 9r o U 0 Ui U a) c� a) a 0� �b a rp CD a CD V) a CQ o � .� >m c� �62 .,..> .4 CC) co IOL4 m m4 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 11014 05/29/02 06/06/02 PRELIMINARY 07/02/02 REVISED FINAL REVISIONS NO. DATE Z 07/02/02 REVISED PER COMMENTS Q 12/03/02 REVISED PER COMMENTS Q3 01/13/03 REVISED PER COMMENTS 0 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. FLAXMAN CHECKED BY: J. RENO SITE NAME •. . A SITE NUMBER SITE ADDRESS 0 350 HILLANDALE LANE If WINCHESTER, VA. 22602 SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E-2 PLOT SCALE: 1=20 Flome PLAN VIEW SCALE: N.T.S. o w U n W o' �o co �. wm mw mm 00 N N I n 18" TYP. CONC. � 4 I o - METER BOARD ELEVATION SCALE: N.T.S. FINISHED GRADE 30TTOM C TRENCH c" c" Pprrriinr rnrerrn nnrTr ND� END VIEW SCALE: N.T.S. n" .. O" nnrrrl Inr rrlr Arrrl N 0 i , METER BOARD ELEVATION SCALE: N.T.S. TELCO MOUNTING AREA N N I 8" X 8" X 24" �f WIREWAY TELCO 4 PVC FROM TELCO SERVICE PVC (ELECT) TO CUSTOMER EQUIPMENT PER CUSTOMER SPECIFICATION TOP VIEW SCALE: N.T.S. 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 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 CONTENT 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 NIPPLE BETWEEN WIREWAYS AO SQUARE D METER— PAK MP64200 :j CTc(J 4-2-1/2" x 6" DIT NIPPLE W/ MEYERS p 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 ea 3 16 PENNY —GALVANIZED, SPIRAL NAILS 2 lb 4 CONCRETE 15 cu. ft. f 5 2" X 6" X 6' PT BOARD 2 ea. 6 . 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 END VIEW SCALE: N.T.S. N 0 r- TELCO DEMARK MOUNTING AREA O O TO GROUND RING 8" x 8" x 72" WIREWAY ELECTRIC JOHN D. RENO No. 32989 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 FINISHED GRADE CADWELD TO NEAREST FENCE POST 4" PVC FROM SERVICE W/3-1 " INTERDUCTS PVC (TELCO) TO CUSTOMER EQUIPMENT PER CUSTOMER SPEC. TOWER LIGHTING CONTROL SIDE SCALE: N.T.S. a NANDOAH er Service, Ltd_ S Post Office Box 956 Staunton, VA. 24402 1-888-816-7436 6 o�> >>�n 1211 O b 4-4 4-44 0 C-) 4 �o o v U � Ul U cd U •� a o� U �b 9 a w C\2 a� co +� a C\2 U) a C\2 o a n co >o �C\2 �5 0 ap az,co co CD 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 06/06/02 PRELIMINARY REVISIONS N0. DATE Al 07/02/02 REVISED PER COMMENTS Q 12/03/02 REVISED PER COMMENTS 03 01/13/03 REVISED PER COMMENTS 0 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. FLAXMAN CHECKED BY: J. RENO SITE NAME WASHINGTON GAS SITE NUMBER SITE ADDRESS 350 HILLANDALE LANE WINCHESTER, VA. 22602 SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E-3 PLOT SCALE: 1=20 ELECTRICAL SPECIFICATION 1. 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 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 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. 8. WIRE IN CONDUIT SIZED #10 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 WIRE SHALL BE INSTALLED IN ALL CIRCUITS. WIRE OF SIZES 8 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, 2-1 /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(SUPPLIED 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), 6-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 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. GENERAL NOTES TO ELECTRICAL CONTRACTOR 1. THE CONTRACTOR SHALL PROVIDE (FURNISH AND INSTALL) ALL NECESSARY CONDUITS, WIRING AND OUTLET BOXES TO SUPPORT THE FURNISHED ITEMS. 2. PROVIDE WIRING 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 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. a 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 TO ANY WORK OR ORDERING OR ANY MATERIALS, THE CONTRACTOR 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, # 2/GREEN INSULATED WILL BE USED FOR EQ. 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 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 LINE, 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 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 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 #2 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 CAD 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: 1. TOWERS LESS THAN 200' USING AN EQUIPMENT SHELTER-3 GROUNDING CONNECTIONS PER COAX CABLE: TOWER TOP ATTACHMENT POINT, 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 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 POINT, 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 STRAIGHT LINE. B. ICE BRIDGE CAD WELD #2 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 #2 SOLID 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 #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 COMPLETION OF THE GROUND INSTALLATION 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 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 SMALL 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. 9F JOHN D. RENO No. 32989 L�. � �,l - , r 1 �_9 e - __0; *�i er Service, Ltd. Post Office Box 956 Staunton, VA. 24402 1-888-816-7436 > M ' �;��� > °'?w a N '~� y � •� � A a 4-4 U U a� Q Cd •� a c� O � b a vT a CU �' w �02 t0 1 $4 �CO ,0 Z 'm °0 an '� o to 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 06/06/02 PRELIMINARY 07/02/02 REVISED FINAL REVISIONS N0. DATE Al 07/02/02 REVISED PER COMMENTS Q 12/03/02 REVISED PER COMMENTS L 01/13/03 REVISED PER COMMENTS 0 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. FLAWAN CHECKED BY: J. RENO SITE NAME ASHINGTON SITE NUMBER SITE ADDRESS SHEET TITLE ELECTRICAL NOTES FSHEU NUMBER E-4 PLOT SCALE: 1=20 0 1, EC E I JAN 14 2003 FFIELEPICK COUNTY PD, *ltd W.m &DEVELOPMENT N A1.111wers e vice I r y L tCl A/C AIR CONDITIONING MGR MANAGER ADJ ADJUSTABLE MIN MINIMUM AFF ABOVE FINISH FLOOR MISC MISCELLANEOUS APPROX APPROXIMATELY 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 BLK BLOCK OC,o/c ON CENTER BMR BASE MOBILE RADIO OD OUTSIDE DIAMETER B/S BUILDING STANDARD OPG OPENING OPP OPPOSITE CLG CE -fr,2 CLR CLEAR PLYWD PLYWOOD CONC CONCRETE PR PAIR CONST CONSTRUCTION PROJ PROJECT CONT CONTINUOUS PROP PROPERTY PT PRESSURE TREATED DBL DOUBLE DIA, 0 DIAMETER REQ'D REQUIRED DIAG DIAGONAL RM ROOM DIM DIMENSION RO ROUGH OPENING DN DOWN DTL,DETL DETAIL S SOUTH DWG DRAWING SHT SHEET SIM SIMILAR E EAST SPEC SPECIFICATION EA EACH SQ SQUARE UARE 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 FLR FLOOR TYP TYPICAL FT FOOT UBC UNIFORM BUILDING GA GAUGE CODE GALV GALVANIZE(D) LINO 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/0 WITHOUT AIR CONDITIONING WP WATERPROOF ID INSIDE DIA. IN INCH INFO INFORMATION INSUL. INSULATION INT INTERIOR ANGLE LB(S) POUND(S) & AND CENTER LINE MAX MAXIMUM MECH MECHANICAL R PROPERTY LINE M ET, MTL METAL ® AT MFR MANUFACTURER # NUMBER Q1 REVISION DETAIL DETAIL REFERENCE T1 ) .1 KEY NOTE T-1 ELEVATION REFERENCE 100 ROOM NUMBER 22 KEYED NOTE SECTION REFERENCE T-1 ABBREVIATIONS AND SYMBOLS ENGINEER PATTON, HARRIS, RUST & ASSOCIATES P.0 BOX 46 116 N. MAIN STREET BRIDGEWATER, VA 22812 JOHN D. RENO — PROJECT MANAGER (540) 828-2616 — PHONE 540 828-6437 — FAX CONSULTANT TEAM — SHEET NUMBER T-1 Z-1 S-1 S-2 S-3 S-4 E-1 E-2 E-3 E-4 DESCRIPTION TITLE SHEET rXilP►11►Lew_Iaa241TI,11 =aI10G; GENERAL NOTES AND SPECIFICATIONS TOWER LOCATION PLAN SITE PLAN AND ELEVATION SECTIONS & DETAILS ELECTRICAL DETAILS ELECTRICAL DETAILS ELECTRICAL DETAILS ELECTRICAL NOTES PROJECT MANAGER: - CONSTRUCTION MANAGER: - NETWORK OPERATIONS MANAGER: - NATIONAL DIRECTOR MANAGER: - SIGNATURE DATE APPROVED Y SITE NAME WASHINGTON GAS SITE NUMBER SITE 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' f AMSL AT BASE PROJECT SUMMARY PARCEL NUMBER T.M. 63 ((2)) B MAGESTERIAL DISTRICT SHAWNEE ZONING JURISDICTION FREDERICK COUNTY ZONING CLASS M1 DEED BOOK & PAGE D.B. 380 PG. 239 FEMA FLOOD PLANE LANDOWNER: — SIGNATURE DATE LANDOWNER APPROVAL 1 • A AL t _ L 11 ® z 644,. Sl E- _ , s�F jy- ^ 't j 75 IV,4tl 9 r is ` �V43. t 612 -VS 4u ,ram ,. " 2w .... j a Ya ,. .fi a s� i M � A° 7<K sy k Y, d� D1 v v t ^ n ?' t. f i Y .•11 �e sue: fiy' 3 F x F, e9 ' z ,.wy. - r VICINITY MAP SCALE: 1" = 2000' 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 SITE PLAN IS VALID FOR 5 YEARS. A4—vl 1 3 , SIGNATURE DATE ZONING DMINI TRAT R APPROVAL SITE DIRECTIONS: FROM THE 1-64 & 1-81 INTERCHANGE PROCEED NORTH ON 1-81 FOR APPROX. 89 MILES TO EXIT 310, AT TOP OF EXIT RAMP TURN RIGHT ONTO RT. 37, TAKE IMEDIATE LEFT ONTO HILLANDALE LANE. PROCEED ON HILLANDALE LANE FOR APPROX. .25 MILES. WASHINGTON GAS WILL BE ON YOUR RIGHT, SITE IS ON BACKSIDE OF BUILDING. DIRECTIONS O SITE SIGNATURE DATE INSPECTOR APPROVAL l • 6I er Service, Ltd. Post Office Box 956 Staunton, VA. 24402 1-888-816-7436 a U�y I i y��o 0UWa�7'Jr�+.�+ O 7 U U a� U � Q) U ¢" O U c� a 00 �a o � o :a �4 w >co �' �� -� Z 'm CO co o M to 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 06/06/02 PRELIMINARY 07/02/02 REVISED FINAL REVISIONS N0. DATE Q1 08/19/02 REVISED PER COMMENTS 0 12/03/02 REVISED PER COMMENTS Q3 01 /13/03 REVISED PER COMMENTS 4 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. FLAXMAN CHECKED BY: J. RENO SITE NAME AHI GT N GAS SITE NUMBER SITE ADDRESS 350 HILLANDALE LANE WINCHESTER, VA. 22602 SHEET TITLE TITLE SHEET SHEET NUMBER T-1 PLOT SCALE: 1=20 COUNTY of FREDMCK nE F' owdnand V 5404 fii-Fif1 mi scow"&rugs Nuvcnbm 14, 2M2 Sim SAUtraale Ann- -Lymn Kurt Ptojod LtVk pzM$i= "jwn 3126 Sw& Oa Rood EdiribLa , VA 7.787A !ice CUSP ni L-42 a[ SkaugmAdah C-ap Canwd (PINI: 10-�-A Dom L}zm. This ktnr is to comflim slim 0= by the Predcrirk'CwWy Board of Superuism at lhch n=tinjl our NUVM-1bt3 11,20M. 'roue dml:L:atiuu, Ct Unnal If5c Pcrreit 911.02, for a, 11.20-fook mcmnM1e- crvac tr] mm"wjjaw tgwr war; apcoved v.4 2wfallowaa CSPg9LlIiQOb; 1. A;_ r�i >kd�>anti:cregvi srs.ts3cs�+s dawn yn7mrnenixAmllbcsRdd dmdwarq;led arirh at A3 liknca, I Tbeti fillt er s?}a ba wmiloh6s rer aa-Lm- ^inp p!! rig wkdm 9witm p -owidm J. A mmoor'to plan &kdl be appnAmd by Iht {taunty- 4. Tbc shti be zewowtd by the vpl ml or pw cM 4PwW WiCILo wWvc Q 2) mr arithi -of gmmdat-eu of opftakk L .5. FywbrnZ ttrwcn on the iirc shall he rernrwrA wWkrL 11L-m (3) months MlWw toailtoGlioa of the la crp��r3larrr. iv show 1$�i� [tiu �rat:sfna of �xi5l,inh uv[cct,ivnicaLtirn eyuipme�t � thGnryr tr,�wr 6, b xhc gv= a ie notcremd wAFk1 twoelre (I Z) mon*g of the appEoval Df Tn9 Condi63EAL U9r 8=Lt, than dk- Cmnditiicmd Usr 1'amit wif1 be deemed 1tw,%Ud. 7 ':Tee buwar 41291 havit A s w ft Atrved Br,c FirzLrwk-L (A IlUll . Mnrr c:y a•X M93U,aiCA(jQ 7 9Cr ACCS, ifNou be" &my queKkffis w9w&19 !his wt4aa rrr rhr. 9ilr pat Approval poxcss, pkaw feel gift to -,j then wbre. S i� b% Q94,"O- Clri!Wleiirc� M W4W, Alf i)eyuli I}iccl.luc CJ�i!►d�cih cc: RabBua A. Ra�riale, Planr I Amiai dw& Cas C 6mpg sy. Aaw.Wou Smit, S6wwx P strict '�}+cr�risar IFEen. MWPhY, Csadrl ANioner of me Rn entrc .fiwm A ndw.;nN Real 1':stHe -am; 'W LN3&-n M{ enhe rr? tcad Mr- Rcbert Mxris. Sharma i]]atnc- F.amr eqp JiM�IYdIRAp@rB�LAC4l.'�lGJ4Vl�kYygiysy :1�u 107 North Kent Str t • %ImchEnw, MrSI mb 22901-ffW er Service, Ltd. Post Office Box 956 Staunton, VA. 24402 1-888-816-7436 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 REVISIONS NO. DATE 01 01/13/03 REVISED PER COMMENTS ZL 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. FLAXMAN CHECKED BY: J. RENO SITE NAME WASH I NGTON GAS SITE NUMBER SITE ADDRESS 350 HILLANDALE LANE WINCHESTER, VA. 22602 SHEET TITLE ZONING APROVAL LETTER SHEET NUMBER Z-1 PLOT SCALE: 1=20 DIVISION 1: STANDARD PROVISIONS WAANTY 7 A. IN ADDITION TO THE WARRANTY ON ALL CONSTRUCTION COVERED IN THE CONTRACT E. AREAS THAT RECEIVE SEEDING SHALL BE GRADED BELOW FINISHED GRADES SHOWN, ®'�'�'®� ■ SEALANTS AND CAULKING - 079 00 DOCUMENTS THE CONTRACTOR SHALL REPAIR ALL DAMAGE AND REPAIR AREA BACK AS CLOSE TO ORIGINAL CONDITION AS POSSIBLE TO LEASE AREA PROPERTY OR SURROUNDING LEAVING SPACE FOR TOPSOILING F. DEPRESSIONS: WHERE DEPRESSIONS RESULT FROM, OR HAVE RESULTED FROM, THE CAUSED BY CONSTRUCTION. REMOVAL OF SURFACE OR SUBSURFACE OBSTRUCTIONS, OPEN THE DEPRESSION TO THE GENERAL NOTES B. SOIL STERILIZATION APPLICATION WILL GUARANTEE VEGETATION FREE ROAD AND SITE AREAS EQUIPMENT WORKING WIDTH AND REMOVE ALL DEBRIS AND SOFT MATERIAL AS 1. PROVIDE JOINT SEALERS, JOINT FILLERS AND OTHER RELATED MATERIALS THAT ARE FOR ONE YEAR FROM DATE OF FINAL INSPECTION. DIRECTED BY THE ENGINEER. COMPATIBLE WITH ONE ANOTHER AND WITH JOINT SUBSTRATES UNDER CONDITIONS OF 1. DRAWINGS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE DIAGRAMMATIC C. DISTURBED AREAS WILL REFLECT GROWTH OF NEW GRASS COVER PRIOR TO FINAL INSPECTION. G. OTHER AREAS: EXCAVATE TO GRADES SHOWN ON THE DRAWINGS. WHERE EXCAVATION SERVICE AND APPLICATIONS. PROVIDE COLORS TO MATCH ADJACENT SURFACES. PROVIDE ONLY. THE WORK INDICATED ON THE DRAWINGS SHALL INCLUDE FURNISHING MATERIALS, D. LANDSCAPING, IF INCLUDED WITHIN THE SCOPE OF THE CONTRACT, WILL BE GUARANTEED FOR GRADES ARE NOT SHOWN ON THE DRAWINGS, EXCAVATE AS REQUIRED TO BLACK OR OTHER NEUTRAL COLOR WHEN NO OTHER COLOR IS AVAILABLE. EQUIPMENT AND APPURTENANCES, AND LABOR NECESSARY TO COMPLETE THE WORK. ONE YEAR FROM DATE OF FINAL INSPECTION. ACCOMMODATE THE INSTALLATION. VERIFY ALL EQUIPMENT LOCATIONS WITH PROJECT MANAGER. H. OVEREXCAVATION: BACKFILL AND COMPACT ALL OVEREXCAVATED AREAS AS 2. ONE -COMPONENT POLYSULFIDE BASED, ONE PART ELASTOMERIC SEALANT, COMPLYING WITH FOR FILL BELOW. FS TT-S-00230,CLASS A TYPE II (NON -SAG), FOR JOINTS AT PENETRATIONS THROUGH 2. PRIOR TO SUBMITTING A BID, THE CONTRACTOR SHALL VISIT THE JOB SITE AND BECOME PART 2 DEMOLITION ISPECIFIED . STRIP EXISTING TOPSOIL, LEAF MOLD AND ORGANIC MATERIALS, MEETING TOPSOIL EXTERIOR WALLS. PROVIDE COMPOUND BEARING THE THIOCOL CHEMICAL CORPORATION SEAL FAMILIAR WITH ALL CONDITIONS AFFECTING THE PROPOSED PROJECT, INCLUDING DEMOLITION, REQUIREMENTS ABOVE. DEPOSIT IN STORAGE PILES SEPARATE FROM OTHER OF APPROVAL. PROVIDE ONE OF THE FOLLOWING OR AN APPROVED EQUAL: MECHANICAL AND ELECTRICAL INSTALLATIONS AND SHALL ADJUST BID ACCORDINGLY. 1. DEMOLITION SHALL BE CONTROLLED TO PREVENT THE SPREAD OF DUST TO OCCUPIED PORTIONS EXCAVATED MATERIAL. A. FLEXISEAL 900 SERIES BY DAP, INC. 3. CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND DIMENSIONS ON THE JOB SITE OR THE BUILDING. J. STOCKPILE EXCAVATED SOIL MATERIAL SATISFACTORY FOR' BACKFILL OR FILL UNTIL B. HORNFLEX ONE - COMPONENT BY W.R. GRACE & CO. AND CONFIRM THAT WORK AS INDICATED ON THE CONSTRUCTION DOCUMENTS (ALSO KNOWN 2. EXISTING WORK TO REMAIN SHALL BE PROTECTED FROM DAMAGE. WORK DAMAGED BY REQUIRED. PLACE, GRADE AND SHAPE STOCKPILES FOR PROPER DRAINAGE. K. REMOVE FROM PROJECT SITE AND DISPOSE OF MATERIAL UNSATISFACTORY FOR AS CONSTRUCTION PLANS CAN BE ACCOMPLISHED AS SHOWN BEFORE PROCEEDING. CONTRACTOR SHALL BE REPAIRED TO MATCH EXISTING WORK. BACKFILL OR FILL, TRASH AND DEBRIS, AND ALL EXCESS MATERIAL. 3. ONE -COMPONENT ACRYLIC SEALANT: ACRYLIC TERPOLYMER, SOLVENT BASED ONE -PART 3. AT THE END OF EACH WORK DAY AND DURING INCLEMENT WEATHER, CLOSE ALL EXTERIOR L. EXCAVATE SO THAT BANKS OF EXCAVATION WILL NOT BE UNDERCUT AND STRATUM THERMOPLASTIC SEALANT COMPOUND, SOLIDS NOT LESS THAN 95% ACRYLIC, COMPLYING WITH 4. NOTIFY PROJECT MANAGER OF ANY MAJOR DISCREPANCY REGARDING THE CONTRACT OPENINGS WITH WEATHERPROOF COVER. FOR FOUNDATIONS WILL NOT BE DISTURBED. FS TT-S-00230, CLASS B TYPE II, FOR PERIMETER OF METAL AND DOOR FRAMES, DOCUMENTS, EXISTING CONDITIONS, AND OR DESIGN INTENT. THE CONTRACTOR SHALL BE 4. REMOVE DEBRIS AND RUBBISH FROM THE SITE DAILY. DO NOT ALLOW DEBRIS AND RUBBISH M. AND AFTER TOPSOIL AND PREVIOUSLY IDENTIFIED PROOFROLLING: PRIOR TO FILLING, THRESHOLDS AT EXTERIOR DOORS, AND PIPE SLEEVES THROUGH EXTERIOR WALLS AND FLOOR RESPONSIBLE FOR OBTAINING THIS CLARIFICATION PRIOR TO PROCEEDING WITH THE WORK TO ACCUMULATE IN BUILDING OR ON SITE. UNSATISFACTORY SUBGRADE MATERIAL HAS BEEN REMOVED, PROOFROLL IN THE SLABS. PROVIDE ONE OF THE FOLLOWING OF AN APPROVED EQUAL: OR RELATED WORK IN QUESTION. 5. FOR FLOOR AND WALL PENETRATIONS: PRESENCE OF THE ENGINEER AREAS WITHIN 10 FEET OF BUILDING LIMITS USING A. DAP ACRYLIC BY DAP, INC. A. CONTRACTOR MUST LOCATE REINFORCING BARS IN EXISTING FLOOR SLABS USING A RELIABLE B. GACO AS-3 BY GATES ENGINEERING/SIC 5. INSTALL ALL EQUIPMENT AND MATERIALS PER MANUFACTURER'S RECOMMENDATIONS UNLESS NON-DESTRUCTIVE TESTING METHOD APPROVED BY THE OWNER. CORE DRILL AS NECESSARY SPECIFICALLY OTHERWISE INDICATED, OR WHERE LOCAL CODES OR REGULATIONS TAKE TO ALLOW CABLE PENETRATION WITHOUT CUTTING EXISTING REINFORCING BARS. 4, OLEO -RESINS CAULKING COMPOUND: OIL BASED RESINOUS CAULKING, COMPLYING WITH PRECEDENCE. B. FILL OPENING AFTER CABLE INSTALLATION WITH INSTA-FOAM'S INSTA-FIRE SEAL SILICONE FS TT-C-598, NON -BLEEDING, PAINTABLE, FOR ONE OF THE FOLLOWING OR AN APPROVED 6. CONTRACTOR SHALL VISIT JOB SITE TO REVIEW SCOPE OF WORK AND EXISTING SITE RTV FOAM. EQUAL: CONDITIONS INCLUDING, BUT NOT LIMITED TO, MECHANICAL SERVICE, ELECTRICAL SERVICE A. VULCATEX BY W.R. GRACE & CO. AND OVERALL COORDINATION. PART 3 PRODUCTS 7. ALL TELEPHONE/RADIO EQUIPMENT LAYOUT, SPECIFICATIONS, PERFORMANCE, INSTALLATION DIVISION 3 • CONCRETE WORKS - 0 3 310 AND THEIR FINAL LOCATION ARE TO BE APPROVED BY PROJECT MANAGER. THE CONTRACTOR 1. MATERIALS ■ GENERAL NOTES SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK AND CLEARANCE A. SOIL STERILIZERS TOTAL KILL PRODUCT 910 - EPA 10292-7 AMBUSH HERBICIDE - EPA REGISTERED REQUIRED BY OTHERS RELATED TO SAID EQUIPMENT. PHASAR CORPORATION FRAMAR INDUSTRIAL PRODUCTS 1 • QUALITY ASSURANCE: 8. ALL WORK PERFORMED AND MATERIALS SHALL MEET THE HIGHEST TRADE STANDARDS. AS A P.O. BOX 5123 1435 MORRIS AVE. 3RD PARTY CONCRETE TESTING IS MANDATORY FOR ALL FOUNDATIONS. ALL BREAK TEST MINIMUM STANDARD, CONFORM WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES DEARBORN, MI 48128 TEL 313 563-8000 UNION, NJ 07083 TEL 800 526-4924 RESULTS ARE TO BE FORWARDED TO THE CROWN REPRESENTATIVE ON SAME DAY OF BREAK. GENERAL NOTES HAVING JURISDICTION. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, B. SOIL STERILIZER SHALL BE EPA REGISTERED OF LIQUID COMPOSITION AND OF ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY PRE EMERGENCE DESIGN. COMPLY WITH PROVISIONS OF THE FOLLOWING CODES, SPECIFICATIONS AND STANDARDS, BEARING ON THE PERFORMANCE OF THE WORK. C. SOIL STABILIZER FABRIC SHALL BE MIRAFI - 500X EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SHOWN OR SPECIFIED: "SPECIFICATION 1. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON 9. ELECTRICAL SYSTEMS SHALL BE INSTALLED PER N.E.C. AND IN ACCORDANCE WITH ALL A. ACI 301-89 FOR STRUCTURAL CONCRETE FOR BUILDINGS". B. ACI 318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (REVISED 1992) AVAILABLE INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR APPLICABLE UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE JURISDICTIONAL D. ALL ON -SITE AND (IMPORTED FILL MATERIAL SHALL BE SOIL OR SOIL -ROCK MIXTURE WHICH AND ACI318-89 "COMMENTARY" (REVISED 1992) DETERMINING THE EXACT LOCATION OF ALL UTILITIES BEFORE COMMENCING CODES, ORDINANCES AND APPLICABLE REGULATIONS. IS FREE FROM ORGANIC MATTER, FROZEN MATERIALS AND OTHER DELETERIOUS SUBSTANCE. IT SHALL CONTAIN NO ROCKS OR LUMPS OVER SIX (6) INCHES IN GREATEST C. CONCRETE REINFORCING STEEL INSTITUTE (CRSI),"MANUAL OF STANDARD PRACTICE". WORK AND FOR ANY DAMAGESTHAT OCCUR BY FAILURE TO LOCATE OR 10.CONTRACTOR SHALL PROVIDE CONTINUOUS SUPERVISION WHILE ANY SUBCONTRACTORS OR DIMENSION, AND NOT MORE THAN 15% OF THE ROCKS OR LUMPS SHALL BE LARGER THAN 2 PRESERVE THESE UTILITIES. IF DURING CONSTRUCTION THE CONTRACTOR WORKMEN ARE ON THE JOB SITE AND SHALL SUPERVISE AND DIRECT ALL WORK. INCHES IN GREATEST DIMENSION UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 2_ REINFORCING MATERIALS: A. RIENFORCING:ASTM A 615,GRADE 60 DEFORMED. SHOULD ENCOUNTER UTILITIES OTHER THAN THOSE SHOWN ON THE PLANS, CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, 1.00 TECHNIQUES, SEQUENCES AND PROCEDURES AND COORDINATING ALL PORTIONS OF THE B. WELDING WIRE FABRIC:ASTM A 185 WELDED STEEL WIRE FABRIC. HE SHALL NOTIFY THE ENGINEER AND TAKE NECESSARY AND PROPER STEPS WORK UNDER THE CONTRACT. E. BEDDING FILL SHAL L BE A GRADED ANGULAR STONE AND SHALL MEET THE C. SUPPORTS FOR REINFORCEMENT:BOLSTERS, CHAIRS, SPACERS AND OTHER DEVICES FOR PROTECT THE FACILITY AND ASSURE THE CONTINUANCE OF SERVICE. SPACING, SUPPORTING AND REINFORCING BARS IN PLACE. USE WIRE BAR TYPE SUPPORTS 11. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR REQUIREMENTS FOR COARSE AGGREGATES, PER VDOT STD SPEC SECTION COMPLYING WITH CRSI SPECIFICATIONS. 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT AREA 203, SIZE NO. 68. 2. ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SITE CONDITIONS DURING CONSTRUCTION. 3. CONCRETE MATERIALS: OR ANY INCONSISTENCIES OR AMBIGUITIES IN THE DRAWINGS SHALL BE F. TOPSOIL SHALL SANDY LOAM, CLAY LOAM, LOAM, SILT CEMENT: ASTM C TYPE 1. A. PORTLALIGHTWEIGHT 12. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH UNIFORM BUILDING CODE UBC 1994 ( ) LOAM, SANDY CLAY LOAM OR SOIL FROM THE SITE WHICH HAS A TM B. LIGHTWEIGHT AGGREGATES: ASTM C 330 IMMEDIATELY REPORTED TO THE OWNER, WHO SHALL PROMPTLY CORRECT EDITION, ALONG WITH 1994 UPC, UMC, AND THE 1994 NEC. SUFFICIENT ORGANIC MATERIAL TO PROMOTE THE GROWTH OF C. AIR -ENTRAINING ADMIXTURE: ASTM C 260 CERTIFIED BY THE MANUFACTURER TO BE INCONSISTENCIES OR AMBIGUITIES. WORK DONE BY THE CONTRACTOR 13. CONTRACTOR SHALL PROTECT ALL EXISTING FINISHES THAT ARE TO REMAIN. CONTRACTOR TURF GRASS. IT SHALL NOT HAVE A MIXTURE OF SUBSOIL AND COMPATIBLE WITH OTHER REQUIRED ADMIXTURES. WITHOUT DIRECTIONS OR ANY DISCOVERY OF SUCH INCONSISTENCIES, SHALL REPAIR ANY DAMAGE THAT MAY OCCUR DURING CONSTRUCTION. CONTAIN NO SLAG, CINDERS, STONES, LUMPS OR SOIL, STICKS, 4. PROPORTIONING AND DESIGN OF MIXES: DISCREPANCIES, OR AMBIGUITIES, SHALL BE DONE AT CONTRACTOR'S RISK. 14. SEAL ALL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED OR F.M. APPROVED ROOTS, WEEDS, TRASH OR OTHER EXTRANEOUS MATERIALS DESIGN MIX TO PROVIDE LIGHTWEIGHT CONCRETE WITH THE FOLLOWING PROPERTIES: MATERIALS. LARGER THAN 1-1/2 INCHES IN ANY DIMENSION. A. 3000 PSI 28-DAY COMPRESSIVE STRENGTH 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY B. WEIGHT: 110 PCF. 15. DETAILS AND SCHEMATICS ARE TO PROPOSE TO SHOW END RESULT OF THE DESIGN. MINOR C. W/C RATIO: 0.44 MAXIMUM (NON AIR -ENTRAINED), 0.35 MAXIMUM (AIR -ENTRAINED) PERMITS BEFORE ANY CONSTRUCTION BEGINS. CONTRACTOR SHALL NOTIFY MODIFICATIONS MAY DEEM TO BE NECESSARY TO SUIT JOB CONDITIONS AND DIMENSIONS. D. BREAK SCHEDULE - 3 DAY, 7 DAY, 28 DAY, AND 1 SPARE MISS UTILITIES (800) 552-7001 48 HOURS PRIOR TO EXCAVATION.. SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. 2. EQUIPMENT CONTRACTOR SHALL COORDINATE INSTALLATIONOF ELECTRICAL, GAS, \/ D I I S I O N 4: UNIT M AS 0 N RY - �0 4 2 2 0 16. VERIFY ALL FINAL EQUIPMENT LOCATIONS WITH OWNERS REPRESENTATIVE. A. COMPACTION SHALL BE ACCOMPLISHED BY MECHANICAL MEANS. 1. LARGER AREAS SHALL BE COMPACTED BY SHEEPS FOOT VIBRATOR OR RUBBER TIRED TELEPHONE, AND CATV SERVICES. 17. DIMENSIONS ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. ROLLERS WEIGHING AT LEAST FIVE TONS. Y 18. CLEANUP AND SAFETY: KEEP PROJECT AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL 2. SMALLER AREAS SHALL BE COMPACTED BY POWER -DRIVER, HAND HELD TAMPERS. 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 PART 4 EXECUTION 1. CONCRETE BLOCKS: CONDITION: FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY NATURE. THE NOTE: CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL SYSTEMS EQUIPMENT IN A 1. INSPECTIONS A. STANDARD BLOCK SHALL BE THE SIZE INDICATED ON THE DRAWINGS, LIGHT GRAY OR CLEAN WORKING ORDER UNTIL ACCEPTANCE OF THE PROJECT BY PROJECT MANAGER. A.LOCAL BUILDING INSPECTORS SHALL BE NOTIFIED NO LESS THAN 48 HOURS IN ADVANCE NEUTRAL COLOR, AND SHALL CONFORM TO THE REQUIREMENTS OF ASTM C 90, TYPE 1. OF CONCRETE POURS. UNLESS OTHERWISE SPECIFIED BY OWNER OR LOCAL JURISDICTION. GRADE N, LIGHTWEIGHT TYPE WITH EXPAND SLAG AGGREGATE. INSTALLATION AND INSPECTIONS AS PER ALL CODES AND ORDINANCES. 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 B.CONTRACTOR IS RESPONSIBLE FOR ALL INSPECTIONS RELATIVE TO EACH CONSTRUCTION ACTIVITY. 2. MORTAR: HAS BEEN AWARDED THE FINAL INSPECTION. ALL INSPECTION REPORTS ARE TO BE DELIVERED TO THE OWNER IMMEDIATELY UPON RECEIPT A. All MORTAR FOR CONCRETE BLOCKS SHALL CONFORM TO ASTM C 270, TYPE S AND TWO (2) COPIES OF REDLINED DRAWINGS WILL BE PROVIDED TO PROJECT MANAGER AND OF SAID INSPECTION REPORTS. SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI IN 28 DAYS. THE ARCHITECT. (1 EACH)! 2. PREPARATION A. CLEAR TREES, BRUSH AND DEBRIS FROM SITE AREAS AND ACCESS ROAD RIGHT OF WAY 3. WIRE REINFORCING IN BED JOINTS: AS DIRECTED BY PROJECT MANAGER. A. TRUSS TYPE REINFORCEMENT SHALL BE DUR-O-WALL, OR EQUAL FABRICATED WITH A B. PRIOR TO OTHER EXCAVATION AND CONSTRUCTION EFFORTS GRUB ORGANIC MATERIAL TO A SINGLE PAIR OF SIDE AND CONTINUOUS DIAGONAL CROSS -RODS SPACED NOT MORE THAN MINIMUM OF SIX (6) INCHES BELOW ORIGINAL GROUND LEVEL. 8" ON CENTER. WIRE IN FABRICATION SHALL BE GALVANIZED ACCORDING TO ASTM 116, C.UNLESS OTHERWISE INSTRUCTED BY PROJECT MANAGER TRANSPORT ALL REMOVED TREE, CLASS 3. SIDE RODS SHALL BE 9 GAGE 3/16" MINIMUM LENGTH SHALL BE 10'-0" WITH BRUSH AND DEBRIS FROM THE PROPERTY TO AN AUTHORIZED LANDFILL.. MATCHING CORNER AND TEE UNITS. D. PRIOR TO PLACEMENT OF FILL OR BASE MATERIALS, ROLL THE SOIL. E. WHERE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, LINE OF THE GRUBBED AREAS 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 DIVISION 2 : SITE W 0 R K - 0 210 0 WITH STABILIZER MAT PRIOR TO PLACEMENT OF FILL OR BASE MATERIAL. JOINT TO EXTEND 3'-0" PAST THE OPENING EACH WAY. SPLICE LENGTHS FOR HORIZONTAL 3. INSTALLATION JOINT REINFORCEMENT SHALL BE AT LEAST 8' FOR TRUSS AND 16" FOR STRAIGHT TYPE. A. THE SITE AND TURNAROUND AREAS SHALL BE AT THE SUB -BASE COURSE ELEVATION PRIOR 4. INSTALL STEEL LINTELS ABOVE EACH OPENING. FILL CORES WITH GROUT 3 COURSES BELOW TO FORMING FOUNDATIONS. GRADE OR FILL THE SITE AND ACCESS ROAD REQUIRED IN ORDER LINTEL BEARING. EARTHWORK AND DRAINAGE THAT UPON EVEN DISTRIBUTION OF SPOILS RESULTING FROM FOUNDATION EXCAVATIONS. THE RESULTING GRADE WILL CORRESPOND WITH SAID SUB -BASE COURSE, ELEVATIONS ARE PART 1 GENERAL TO BE CALCULATED FROM FINISHED GRADES OR SLOPES INDICATED. B. IF ANY, EXCESS SPOILS WILL BE CLEARED FROM JOB SITE AND NOT SPREAD BEYOND THE DIVISION 5: STRUCTURAL STEEL - 0 512 0 1. WORK INCLUDED LIMITS OF LEASE PROPERTY UNLESS AUTHORIZE BY PROJECT MANAGER / AS AGREEMENT A. REFER TO THE LAND DEVELOPMENT PLAN AND SITE PLAN FOR WORK INCLUDED. BY LANDOWNER. C. THE ACCESS ROAD SHALL BE BROUGHT TO BASE COURSE ELEVATION PRIOR TO FOUNDATION 2. RELATED WORK CONSTRUCTION TO PERMIT USE. COMPACTION AND OBSERVATION DURING CONSTRUCTION OF A. CONSTRUCTION OF BUILDING FOUNDATION THE SITE. 1. QUALITY ASSURANCE: B. INSTALLATION OF UTILITY & GROUNDING SYSTEM D. AVOID CREATING DEPRESSIONS WHERE WATER MAY POND. COMPLY WITH PROVISIONS OF THE FOLLOWING CODES, SPECIFICATIONS AND STANDARDS, C. ERECTION OF FENCE E. THE CONTRACT SHALL BE ASSUMED TO INCLUDE GRADING BANKING, DITCHING AND UNLESS EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE SHOWN OR SPECIFIED: 3. DESCRIPTIONS OTHERWISE INDICATED, COVERING TWO INCHES OF SURFACE COURSE. ALL ROADS OR ROUTES A. AISC "CODE OF STANDARD PRACTICE". A. ACCESS ROAD, TURNAROUND AREAS, AND SITES ARE CONSTRUCTED TO PROVIDE A WELL UTILIZED FOR ACCESS TO THE SITE COMMENCING AT THE POINT OF INTERSECTION WITH THE B. AISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DRAINED, EASILY MAINTAINED, EVEN SURFACE FOR MATERIAL AND EQUIPMENT DELIVERIES AND NEAREST PUBLIC THOROUGHFARE. DESIGN AND PLASTIC DESIGN". INCLUDING THE "COMMENTARY" AND SUPPLEMENTS. MAINTENANCE PERSONNEL ACCESS. F. WHEN IMPROVING AN EXISTING ACCESS ROAD, GRADE THE EXISTING ROAD TO REMOVE ANY C. AMERICAN WELDING SOCIETY (AWS) D1.1-92,"STRUCTURAL WELDING CODE - STEEL." ORGANIC MATTER AND SMOOTH THE SURFACE BEFORE PLACING FILL OR STONE. 4, QUALITY ASSURANCE G. PLACE FILL OR STONE IN SIX INCH MAXIMUM AND COMPACT BEFORE PLACING NEXT LIFT. 2. MATERIALS: A. APPLY SOIL STERILIZER IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATION (USE AS H. THE FINISH GRADE, INCLUDING TOP SURFACE COURSE, SHALL EXTEND A MINIMUM OF ONE A. STRUCTURAL STEEL PLATES, SHAPES AND BARS: ASTM A 36. NEEDED). FOOT BEYOND THE SITE FENCE AND SHALL COVER THE AREA AS INDICATED. B. HIGH STRENGTH THREADED FASTENERS: ASTM A 325. B. GRASS SEEDS SHALL BE APPLIED AND MAINTAINED AS RECOMMENDED BY THE SEED I. RIPRAP SHALL BE APPLIED TO THE SIDE SLOPES OF ALL FENCED SITE AREAS, PARKING C. ELECTRODES FOR WELDING: E70XX. PRODUCER (IF REQUIRED). AREAS, AND TO ALL OTHER SLOPES GREATER THAN 2:1 . D. ALL STRUCTURAL STEEL SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A 153. C. VEGETATION LANDSCAPING, IF INCLUDED WITHIN THE CONTRACT, WILL BE PLACED AND J. RIPRAP SHALL BE APPLIED TO THE SIDES OF DITCHES OR DRAINAGE SWALES. E. CEMENT GROUT: EMBECO BY MASTER BUILDERS OF AN APPROVED EQUAL MAINTAINED AS RECOMMENDED BY NURSERY INDUSTRY STANDARDS (IF REQUIRED). K. RIPRAP ENTIRE DITCH FOR SIX FEET IN ALL DIRECTIONS AT CULVERT OPENINGS. F. NON-METALLIC, SHRINKAGE -RESISTANT, 4000 PSI COMPRESSIVE STRENGTH GROUT, L. SEED FERTILIZER AND STRAW COVER SHALL BE APPLIED TO ALL OTHER DISTURBED AREAS, PROVIDE ONE OF THE FOLLOWING OR AN APPROVED EQUAL: 5. SEQUENCING AND DITCHES, DRAINAGE, SWALES, NOT OTHERWISE RIPRAPPED. 1. EUCO N.S. BY EUCLID CHEMICAL CO. A. CONFIRM SURVEY STAKES AND SET ELEVATIONS PRIOR TO ANY CONSTRUCTION M. UNDER NO CIRCUMSTANCES WILL DITCHES, SWALES, NOR CULVERTS BE PLACED SO THEY 2. MASTERFLOW 713 BY MASTER BUILDERS B. THE COMPLETE ROAD AND SITE AREA WILL BE GRUBBED PRIOR TO FOUNDATION DIRECT WATER TOWARDS, OR PERMIT STANDING WATER IMMEDIATELY ADJACENT TO RAILROAD CONSTRUCTION OF PLACEMENT OF BACK FILL OR SUB -BASE MATERIAL. BALLAST. IF DESIGNS OR ELEVATIONS CONFLICT WITH THIS GUIDANCE ALVAR SHOULD BE 3. INSPECTIONS AS PER ALL CODES AND ORDINANCES C. CONSTRUCT TEMPORARY CONSTRUCTION ZONE ACCESS DRIVE ADVISED IMMEDIATELY. N. IN DITCH LIES WITH SLOPES GREATER THAN TEN PERCENT, MOUND DIVERSIONARY D. THE SITE AREA WILL BE BROUGHT TO SUB -BASE COURSE ELEVATION AND THE ACCESS ROAD HEADWALLS IN THE DITCH AT CULVERT ENTRANCES. THE HEADWALL SHALL BE POSITIONED TO BASE COURSE ELEVATION PRIOR TO FORMING FOUNDATION. AT AN ANGLE NO GREATER THAN 60 DEGREES OFF THE DITCH LINE. RIPRAP THE UPSTREAM E. APPLY SOIL STERILIZER PRIOR TO PLACING BASE MATERIALS. SIDE OF THE HEADWALL AS WELL AS THE DITCH FOR SIX FEET ABOVE THE CULVERT F. GRADE, SEED FERTILIZER AND MULCH DISTURBED AREAS IMMEDIATELY AFTER BRINGING SITE ENTRANCE. AND ACCESS ROAD TO BASE COURSE ELEVATION, WATER TO ENSURE GROWTH. G. 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. 4. BACKFILL AND COMPACTION l� A. DO NOT ALLOW OR CAUSE ANY OF THE WORK PERFORMED OR INSTALLED TO BE (1 6. SUBMITTALS A. BEFORE CONSTRUCTION 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 o OHN D. RENO 1. IF LANDSCAPING IS APPLICABLE TO THE CONTRACT, TWO COPIES OF THE LANDSCAPE PLAN 9 UNDER NURSERY LETTERHEAD. IF A LANDSCAPE ALLOWANCE WAS INCLUDED IN THE APPROVED, THE CONTRACTOR SHALL UNCOVER ALL SUCH WORK. U No. 32989 CONTRACT, AN ITEMIZED LISTING OF PROPOSED COSTS UNDER NURSERY LETTERHEAD C. AFTER THE WORK HAS BEEN COMPLETELY TESTED, INSPECTED, AND APPROVED, MAKE (REFER TO SITE PLAN FOR LANDSCAPING REQUIREMENTS). ALL REPAIRS AND REPLACEMENTS NECESSARY TO RESTORE THE WORK TO THE 2. SUBMIT FOR APPROVAL, 1 /2 CUBIC FOOT OF THE PROPOSED SURFACE COURSE MATERIAL. CONDITION IN WHICH IT WAS FOUND AT THE TIME OF UNCOVERING.] B. AFTER CONSTRUCTION D. FOR SETTING AND ESTABLISHING FINISH ELEVATIONS AND LINES, SECURE THE SERVICES , 1 1. MANUFACTURER'S DESCRIPTION OF PRODUCT AND WARRANTY STATEMENT ON SOIL STERILIZED. OF A SURVEYOR OR CIVIL ENGINEER ACCEPTABLE TO THE OWNER. CAREFULLY jONAL 2. MANUFACTURER'S DESCRIPTION OF PRODUCT ON GRASS AND FERTILIZER 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. 3. LANDSCAPING WARRANTY STATEMENT. 10 11510! •1�1111 er Service, Ltd. Post Office Box 956 Staunton, VA. 24402 1-888-816-7436 cd > r� > > I > W a�"i on »men°0 4-4 0QUGA�9 0 U U N � Cd a) •� a U � O U � b a C�6 C\2 a� 00 U � cfl >CO z Cl) b o W c0 �G4kO 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 06/06/02 PRELIMINARY 07/02/02 REVISED FINAL REVISIONS NO. DATE Ql 07/02/02 REVISED PER COMMENTS 0 12/03/02 REVISED PER COMMENTS Q3 01 /13/03 REVISED PER COMMENTS 0 A. 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. FLAXMAN CHECKED BY: J. RENO SITE NAME SITE NUMBER SITE ADDRESS 350 HILLANDALE LANE WINCHESTER, VA. 22602 SHEET TITLE GENERAL NOTES & SPECIFICATIONS SHEET NUMBER S-1 PLOT SCALE: 1=20 ZONING SETBACK TABLE. ZONING SETBACK REQUIREMENTS FRONT = 75' REAR = 25' SIDES = 25' HERMMAN INVESTMENT CO. / / ® ZONED MI ® / � PIN: 63 2 B 11.029 ACRES USE: VERIZON TELEPHONE OFFICE / 6\ 0 NO ADDITIONAL SCREENING REQUIRED. \ Cb REFERENCE SITE PLAN 009-94 \ '1C/ % Jz� DISTRICT SETBACK REQUIREMENTS * ® / / / P / ' ' — ' Q1 / � �,OUTDOOR FRONT - 120 + 75 - 195 / / STORAGE REAR = 120' + 25' = 145' ® /`�� / / ��/ AREA SIDES 120 + 25 145 Q• O MAX. HEIGHT REQUIREMENT IS 60'. 4zz ,D. SHENAN.DOAH GAS CO. IF OVER 60' THEN ADD 1' OF f /�' Cp ZONED MI/G' / PSG / ON: 75-2—A cam/ SETBACK FOR EACH ADDITIONAL / / � / / 10.985 ACRES FOOT OF HEIGHT. THEREFORE 180 TOWER-60'=120' ADDED TO EACH SETBACK. GLAIZE DEVELOPMENT INC. ZONED MI PIN: 63-2-C 1.31 ACRES USE: VACANT SHENANDOAH GAS SIGN 43" X 60" 719 70 GLAIZE DEVELOPMENT INC. ZONED RA PIN: 75—A-92 0.92 ACRES USE: VACANT GRAPHIC SCALE 50 0 25 50 100 1 inch = 50' ft. TRASH ���/ O DUMPSTER , 0 (, / �. GLAIZE DEVELOPMENT INC. 0"',/ F+ / / Ate✓ CO � ZONED RA tiT F PIN: 75-A-94 / PROP. MONOF cq / 7 318.00 ACRES USE: VACANT N OTES: 1. NO PARKING IS PROPOSED FOR THIS PROJECT. 2. NO NEW UTILITIES ARE PROPOSED FOR THIS SITE. 3. THERE ARE NO NEW ENVIRONMENTAL FEATURES ON THIS PROJECT. 4. APPROPRIATE MEASURES WILL BE TAKEN TO SCREEN THE EX. DUMPSTER FROM HILLANDALE LAN E. TOWER LOCATION PLAN i JOHN D. RENO y No. 32989 0.6 81 er Service, Ltd. Post Office Box 956 Staunton, VA. 24402 1-888-816-7436 ALL 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 06/06/02 PRELIMINARY 07/02/02 REVISED FINAL REVISIONS NO. DATE Q1 08/19/02 REVISED PER COMMENTS Q 12/03/02 REVISED PER COMMENTS Q3 01/13/03 REVISED PER COMMENTS 0 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. FLAXMAN CHECKED BY: J. RENO SITE NAME WASH I NGTON SITE NUMBER SITE ADDRESS 350 HILLANDALE LANE WINCHESTER, VA. 22602 SHEET TITLE TOWER LOCATION PLAN SHEET NUMBER S-2 PLOT SCALE: 1=1 \ X. OVERHEAD \ _ ELECTRIC- �ov r � I 42' SE � SU ORT TOW � EX S,7 EX. BUILDING 7 EX. DRIVEWAY f PROP. 8' TALL WOODEN I PRIVACY FENCE ` I 1TG' MON 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 SO. 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. K-T � SITE PLAN S— 3 SCALE: 1 " = 10' GRAPHIC SCALE 20 0 10 20 40 1 inch = 20' ft. EX. INLET N EX. DRIVEWAY N D. REND No. 32989 1 �I�IVAL STOP OF PROPOSED SELF SUPPORT MONOPOLE TOWER ELEVATION SCALE: N.T.S. NANDOAH er Service, Ltd. Post Office Box 956 Staunton, VA. 24402 1-888-816-7436 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 06/06/02 PRELIMINARY 07/02/02 REVISED FINAL REVISIONS NO. DATE Q1 07/02/02 REVISED PER COMMENTS 0 12/03/02 REVISED PER COMMENTS 3 01 /13/03 REVISED PER COMMENTS 0 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. FLAXMAN CHECKED BY: J. RENO SITE NAME WASHINGTON GAS SITE NUMBER SITE ADDRESS 350 HILLANDALE LANE WINCHESTER, VA. 22602 SHEET TITLE SITE PLAN AND ELEVATION SHEET NUMBER S-3 PLOT SCALE: 1=20 N AZT 263° MONOPOLE TOWER RELOCATED 6' DISH (TYP.) ANTENNA PLAN DETAIL SCALE: N.T.S. "Iv1V\- I vv I I 14 v I v GRO11 UNDING RING TYP.)BE BE BELOW GRADE ( ) SIDE ELEVATION CABLE GUARD SHEATH LOCATE AT EACH END OF ICEBRIDGE (TYP.) EX. EQUIPMENT SHELTER CONC. PAD 2 ICE BRIDGE DETAIL ��4SCALE: N.T.S. ANTENNA AND COAXIAL CABLE SCHEDULE SECTOR Al B1 N/A AZIMUTH 144.2° 263° N/A ANTENNA 6' DISH 6' DISH HF GROUND PLANE MOUNTING HEIGHT 80' 80' 120' MECHANICAL DOWNTILT 0° 0° N/A COAXIAL CABLE EXISTING EXISTING EXISTING mm'� �E CHANNEL ICROFLECT ALLTHREAD SUPPORT; 20" UNISTRUT W/NUT WASHER EACH SIDE/ EACH LEVEL COAX HANGERS TERMINATOR FRAME PER IECT MANAGER'S INSTRUCTIONS HEAD BY MICROFLECT /2"0 GALV., SCHED 40 POST; )WN TO DRAIN; TYPICAL 12"0 x 36" DEEP CONCRETE FOOTING; TYPICAL FRONT ELEVATION TABULATION I DIM. "A" 1 f 20'-O" „C„ t 6'-6" ** 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. THN D. RENO .g,/ No. 32989 6b ''N�."jONAL NANDOAH 'er Service, Ltd_ Post Office Box 9S6 Staunton, VA. 24402 1-888-816-7436 9 v c� c� Vl co O (Q+JW3 O D U �t4 z U a O� �b a C�d m C\2 a� 00 +-) 0 N �0Q)- Q) an C" r > cfl Q� -00 I O 62 (mow -wLo 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 06/06/02 PRELIMINARY 07/02/02 REVISED FINAL REVISIONS N0. DATE Al 07/02/02 REVISED PER COMMENTS 0 12/03/02 REVISED PER COMMENTS A3 01 /13/03 REVISED PER COMMENTS 0 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. FLAXMAN CHECKED BY: J. RENO SITE NAME WASHINGTON GAS SITE NUMBER SITE ADDRESS 350 HILLANDALE LANE WINCHESTER, VA. 22602 SHEET TITLE 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 OCCURS TO EQUIPMENT. EX. DRIVEWAY INSPECTION PORT 1 PER GROUNDING RING OVERHEAD ELECTRIC PROP. 8' TALL PRIVACY FENCE WOODEN 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. GINSPECTION PORT O GROUND ROD - 5/8"x8' ■ CADWELD CONNECTION GROUNDING PLAN E-� SCALE: N.T.S. THREE (3) (TYP © EACF (1) BUS (1) TOWE (1) GROUND ROD 10'-0" C/C (T` INLET INILJ FUr\ DUILUIIvv/ t'hiU GROUND RING RING 18" (MIN) OM EDGE OF FOUNDATION ION PORT (TYP TWO PER TOWER) UWER EX. DRIVEWAY � TOWER GROUNDING PLAN E-� SCALE: N.T.S. cn 0 FUTURE LOCATION OF METERBOARD GROUND BAR LOCATED 1'-2' BELOW TRANSITION MOUNT DIRECTLY TO TOWER mm. 0 0 C 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 4 (2) #2 TINNED GROUND LEADS TO GROUNDING RING COAX CABLE GROUND KIT COAX CABLE COAX CABLE GROUND KIT TO EQUIPMENT CABINET TOWER GROUND RING ANTENNA GROUNDING DIAGRAM SCALE: N.T.S. FROM METERBOARD (PENDING LOCATION) GRADE i CADWELD GROUND RING 1#2 AWG BCW (TINNED) GROUND ROD -COPPERWELD 5/8"0 x 10'-0" LONG NOTE: 8'-0" MIN. SPACING BETWEEN RODS GROUNDING ROD DETAIL SCALE: N.T.S. FINISH GRADE 6" PVC PLUG 6" PVC CPLG. (THIRD.) Z #2 SOLID TEST LOOP NOTCH SIDES OF 6" PVC SCH 40 N CADWELD PIPE TO ALLOW EXIT.ENTRANCE OF GROUND RING 6" CLR. TYP. f 7 - — GROUND RING TRENCH BOTTOM - 5/8" X 8'/10' GROUND ROD 0 I 4 INSPECTION PORT E— SCALE: N.T.S. rk( r go r "d 2 JOHN D. RENO No. 32989 6% Ir joTra>L � NANDOAH er Service, Ltd. Post Office Box 9S6 Staunton, VA. 24402 1-888-816-7436 Cd co 9 ��> I 4-1 0 0 U U a� U2 U a) �j +, d C U Q" O U a a� 00 0 a >o Q)C12 c000 o N � awCO CD 71 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 06/06/02 PRELIMINARY 07/02/02 REVISED FINAL REVISIONS NO. DATE Al 07/02/02 REVISED PER COMMENTS 0 12/03/02 REVISED PER COMMENTS Q3 01/13/03 REVISED PER COMMENTS 0 ZL 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. FLAXMAN CHECKED BY: J. RENO SITE NAME WASH I NGTON GAS SITE NUMBER SITE ADDRESS 350 HILLANDALE LANE WINCHESTER, VA. 22602 SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E-1 PLOT SCALE: 1=20 Ir1CDDInrlc- COAXIAL CABLE W/ STAINLESS STEEL STANDARD CABLE HANGER 5/8" DIA. THREADED ROD W/ NUTS AND OVERHEAD WASHERS CABLE SUPPORT @ 4'-0" O.C. MAX. TO EXTEND 1 /2" MAX. BELOW CABLE SUPPORT NOTE: VIEW -BACK TO EQUIPMENT LOOKING AT TOWER SECTION E-2 SCALE: N.T.S. BLE TO ANTENNA �NDREW WEATHERPROOFING <IT ANDREW COAX CABLE GROUNDING CLAMP KIT ROUND CONDUCTOR LE TO B TS COAX CABLE GROUND SCALE: N.T.S. IN PLATED COPPER GROUND BAR 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. - 5/8" LOCKWASHERS, NEWTON INSTRUMENT CO. CAT. NO. 3015-B OR EQUIVALENT. 3. - WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. CAT. NO. A-6056 OR EQUIVALENT. 4. - 5/8-11 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 & NUT W/ LOCK WASHERS (TYP) SEE TABLE GROUND CONDUCTOR GROUND CONDUCTOR TABLE WIRE SIZE LUG # BOLT DIA. #2 YA2CL-2TC14 1 /4" #2/D YA25-2LN 1 /2" COMPRESSION LUG GROUND CONNECTION SCALE: N.T.S. #6 AWG FROM ANTENNA CABLE GROUND KIT AND SUPPORT MAST, BRACKET, ETC. GROUND BAR ON WALL OR AT ANTENNA MAST 0 OO OO OO OO Oo Oo o SEE ALSO O° OO °O °O 00 O° OO O° 5 0 0 0 11 0 0 0 E-2 CAD WELD' CAD WELD' U-6 #2 AWG TO GROUND ONLY �f ONLY BAR OR GROUND RING 4 GROUND WIRE INSTALLATION E-2 TO GROUND BAR SCALE: N.T.S. �b JOHN D. RENO No. 32989 FATAL �' NANDOAH er Service, Ltd_ Post Office Box 9S6 Staunton, VA. 24402 1-888-816-7436 C6 r, 9 > I i o ti(n'ao° o w �... s~ O 4-4 a� n 0 U � i/] U •� a O U �b a a C\2 >~ C\2 in. co �0 co>co �C\2 co +> I > �CO z"101 � T$ 4 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 06/06/02 PRELIMINARY 07/02/02 REVISED FINAL REVISIONS NO. DATE z1 07/02/02 REVISED PER COMMENTS A 12/03/02 REVISED PER COMMENTS A3 01 /13/03 REVISED PER COMMENTS ZL 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. FLAXMAN CHECKED BY: J. RENO SITE NAME WASHINGTON GAS SITE NUMBER SITE ADDRESS _71 350 HILLANDALE LANE WINCHESTER, VA. 22602 SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E-2 PLOT SCALE: 1 =20 PLAN VIEW SCALE: N.T.S. w w^ �cr) U n W Cn •� I ww mw mm 0� X N d- N I 0 18" TYP. CONC. 1 0 N°i •y METER BOARD ELEVATION SCALE: N.T.S. FINISHED GRADE 30TTOM C TRENCH N I 8" X 8" X 24" / WIREWAY TELCO -------/// 4" PVC FROM TELCO SERVICE PVC (ELECT) TO CUSTOMER EQUIPMENT PER CUSTOMER SPECIFICATION c" .. c" PRrc,c-i inr TnrnTrn nnc,-rc- ND- END VIEW SCALE: N.T.S. �" .. O" nnrc�c`I Inr TnrATrn METER BOARD ELEVATION SCALE: N.T.S. i TOP VIEW SCALE: N.T.S. �YI N 0 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 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 CONTENT 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 NIPPLE BETWEEN WIREWAYS —SQUARE D METER— PAK MP64200 —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 ITEM DESCRIPTION QUANTITY 1 6" x 6" x 14' PT POST 2 ea 2 2" x 8" x 10' PT BOARDS 21 ea 3 16 PENNY —GALVANIZED, SPIRAL NAILS 2 lb 4 CONCRETE 15 cu. ft. ± 5 2" X 6" X 6' PT BOARD 2 ea. 6 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 CONNECTION'S 9 LIGHT CONTROLLER(S) & SO CABLE 10 ALARM MONITORING SYSTEM ENCLOSURE 11 RFE MANUAL ENCLOSURE 12 TELCO DEMARC END VIEW SCALE: N.T.S. N 0 TELCO DEMARK MOUNTING AREA O TO GROUND RING_:::�� 8" x 8" x 72" WIREWAY ELECTRIC q.�b VL JOHN D. RENO No. 32989 I_I3_0-7 jOIVAL 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 FINISHED GRADE CADWELD TO NEAREST FENCE POST 4" PVC FROM SERVICE W/3-1 " INTERDUCTS PVC (TELCO) TO CUSTOMER EQUIPMENT PER CUSTOMER SPEC. TOWER LIGHTING CONTROL SIDE SCALE: N.T.S. NANDOAH er Service, Ltd_ Post Office Box 9S6 Staunton, VA. 24402 1-888-816-7436 Cd r, 9 > I �-;'�00i P4 y Q I'D � 7,- �j w p .� �.0� o 4-4s. 0.� O 0 U � i/] U 44 Q� co U U a 0� CO c� a C�6 C\2 Q) co 9 � Cd �a Cd > co > cc �C\2 ' z %n � +, ccS t`0 co 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 & A RELEASE DATE 05/29/02 06/06/02 1 PRELIMINARY REVISIONS NO. DATE A, 07/02/02 REVISED PER COMMENTS A 12/03/02 REVISED PER COMMENTS 03 01 /13/03 REVISED PER COMMENTS 0 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. FLAXMAN CHECKED BY: J. RENO SITE NAME WASHINGTON GAS SITE NUMBER SITE ADDRESS 350 HILLANDALE LANE WINCHESTER, VA. 22602 SHEET TITLE ELECTRICAL DETAILS SHEET NUMBER E-3 PLOT SCALE: 1 =20 ELECTRICAL SPECIFICATION 8. PRIOR TO ANY WORK OR ORDERING OR ANY MATERIALS, THE CONTRACTOR B. UPON COMPLETION OF THE GROUND INSTALLATION AND BEFORE CONNECTION TO SHALL VERIFY THAT THE EXISTING SERVICE VOLTAGE IS THE SAME VOLTAGE THE PERMANENT FACILITY POWER, THE ELECTRICAL CONTRACTOR SHALL PROVIDE 1. FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT SERVICES FOR ALL AS SHOWN FOR THE NEW EQUIPMENT. IF THE VOLTAGES ARE THE SAME, THE AT HIS EXPENSE, A MEASUREMENT OF THE NEW EARTH GROUNDING ELECTRODE ELECTRICAL WORK AS INDICATED IN ACCORD WITH PROVISIONS OF CONTRACT CONTRACTOR MAY PROCEED. IF DIFFERENT, THE CONTRACTOR SHALL NOTIFY SYSTEM. THE TESTING SHALL UTILIZE AN EARTH RESISTANCE METER AND BE DOCUMENTS. COORDINATE WITH WORK OF ALL OTHER TRADES. FURNISH AND CROWN COMMUNICATIONS IMMEDIATELY AND OBTAIN FURTHER DIRECTION. CONDUCTED IN ACCORDANCE WITH THE IEEE STANDARD 3 POINT FALL OF INSTALL AL SUPPLEMENTARY OR MISCELLANEOUS ITEMS AND DEVICES TO POTENTIAL METHOD. SECURE ALL COMPLETE INSTALLATION 1.1 MATERIALS C. NOTIFY THE OWNERS REPRESENTATIVES THREE DAYS PRIOR TO THE SCHEDULED 2. FOR EXACT LOCATION OF BUILDING ELEMENTS, REFER TO ARCHITECTURAL ALL GROUNDING WIRE SHALL BE TIN COATED COPPER, # 2/GREEN INSULATED TESTING DATE SO THEY MAY BE PRESENT AT THE TIME OF TESTING. DWG'S. FIELD VERIFY LOCATION AND ARRANGEMENT OF ALL EXISTING WILL BE USED FOR EQ. GROUNDS TO RING. D. THE GROUNDING SYSTEM SHALL PASS A "SIXTY TWO PERCENT FALL -OF-POTENTIAL" SYSTEMS AND EQUIPMENT - #2 AWG BARE STRANDED SOFT DRAWN COPPER CABLE UNLESS OTHERWISE TEST. THE MINIMUM LENGTH OF THE TEST CONDUCTORS SHALL BE 150 FEET. 3. ALL EXTERIOR DEVICES AND EQUIPMENT SHALL BE WEATHERPROOF, NEMA-3R. NOTED ON THE DRAWING. CONTRACTOR SHALL HAVE A CURVE OF RESISTANCE VS. DISTANCE PREPARED. - LYNCOLE "XIT" GROUND RODS (REFER TO SECTION 2.1) THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE 4. PERFORM ALL WORK IN ACCORD WITH FOLLOWING CODES: - CAD WELD OR OTHER APPROVED EXOTHERMIC WELDING SYSTEM IF THE MEASURED RESISTANCE IS ABOVE 5 OHMS. 1. FEDERAL, STATE AND LOCAL CODES, REGULATIONS AND ORDIANCES. 1.2 GROUND RING PLACEMENT 2. NATIONAL ELECTRICAL CODE (NEC), 1996 EDITION. 3. ALL AUTHORITIES HAVING JURISDICTION. 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 5. USE UL LABELED ELECTRICAL MATERIALS WHERE LISTING HAS BEEN ESTABLISHED SIX INCHES BELOW FROST LINE, WHICHEVER IS DEEPER. FOR MATERIALS OR DEVICES IN QUESTION. 1.3 LIMITS OF BEND RADIUS 6. SAFETY SWITCH: HEAVY DUTY TYPE IN NEMA-1 IN DAMP OR WET LOCATIONS. IT IS IMPORTANT THAT THE WIRE CONNECTING THE INSIDE AND OUTSIDE GROUND 7. CONDUIT: ALL ELECTRIC METALLIC TUBING CONNECTORS SHALL BE RINGS BE AS STRAIGHT AS POSSIBLE, WITH NO TURN SHORTER THAN A ONE COMPRESSION TYPE (NO POT -METAL AND SET SCREW), MIN. 3/4 IN. USE FOOT RADIUS. DEVIATING FROM THESE GUIDELINES WOULD ADD INDUCTIVE FLEXIBLE METAL (STEEL) CONDUIT FOR CONNECTION TO ALL VIBRATING REACTANCE, WHICH WILL EFFECTIVELY DECOUPLE THE TWO SYSTEMS IF LIGHTNING EQUIPMENT AND CASEWORK. ENERGY IS INTRODUCED. THIS IS DUE TO THE VERY FAST RISE TIMES ENCOUNTERED WITH LIGHTNING STRIKES. AVOID ALL 90' TURNS. 8. WIRE IN CONDUIT SIZED #10 AWG AND SMALLER SHALL BE SOLID COPPER WIT TYPE THWN/THHN 600 VOLT INSULATION. THE MIN. CONDUCTOR SIZE SHALL 1.4 CONNECTION METHODS BE NO 12 AWG. CONTROL WIRING MAY BE N0, 14 AWG. A GROUND WIRE SHALL BE INSTALLED IN ALL CIRCUITS. WIRE OF SIZES 8 AWG OR LARGER SHALL BE ALL EXTERIOR & BURIED CONNECTIONS WILL CAD WELD OR OTHER APPROVED STRANDED COPPER WITH TYPE XHHW, THW OR THHN 600 VOLT INSULATION. EXOTHERMIC WELDING SYSTEM. CONNECTIONS TO THE SKID ON METAL BUILDING SPLICES FOR WIRE SIZES OF #8 AWG OR LARGER SHALL BE SPLIT -BOLT MAY BE MADE WITH MECHANICAL. CONNECTORS. RF GROUND CONNECTIONS CONNECTORS WITH SUFFICIENT LAYERS OF TAPE TO EQUAL INSULATION OR TO BUSS BAR WILL BE MECHANICAL CONNECTED WITH TWO HOLE LUGS. WIRE BEING SPLICED. GROUND CONNECTION SHALL BE FREE OF DIRT, GREASE & PAINT. ALUMINUM 9. PROVIDE NAMEPLATES ON ALL PIECES OF ELECTRICAL EQUIPMENT, SUCH AS, WIRE MAY NOT BE USED FOR GROUNDING AND SOLDER BONDS ARE PROHIBITED CIRCUIT BREAKERS, DISCONNECT SWITCHES, PANELBOARDS, ALL PULL BOXES. FOR ALL GROUND CONNECTIONS. NAMEPLATESAHALL BE ENGRAVED WITH WHITE LETTERS ON A BLUE FIELDS, 2-1 /2"X3/4" WITH 1 /4" HIGH (MIN.) "SETONFLEX" TO WITHSTAND EXTREME 1.5 AC POWER GROUNDING CONNECTIONS INDOOR AND OUTDOOR TEMPERATURES. PLATE SHALL HAVE PRESSURE SENSITIVE ADHESIVE BACKING SUITABLE FOR OUTDOORS. AT THE ON -SITE RISER POLE OR METER PEDESTAL, THE AC. SERVICE NEUTRAL 10. THE CABINET SHALL BE PROVIDED AS A PREFABRICATED PACKAGED UNIT. SHALL BE MECHANICALLY BONDED TO THE AC. SERVICE ENTRANCE GROUND THE CONTRACTOR IS TO PROVIDE ALL OTHER EQUIPMENT, CONDUIT AND AS SPECIFIED BY THE NATIONAL ELECTRIC CODE, ARTICLE 250, AND/OR CABLING FOR A COMPLETE JOB. APPROPRIATE LOCAL CODES. TWO GROUND RODS SHALL BE PROVIDED AT THIS POINT, INDEPENDENTLY FROM THE GROUND, RING. A SEPARATE AC SERVICE 11. ALL TERMINATIONS SHALL BE LISTED AND IDENTIFIED FOR USE WITH 75° GROUND AND NEUTRAL SHALL THAN BE ROUTED AND CONNECTED TO THE MAIN C RATED CONDUCTORS. DISCONNECT MOUNTED INSIDE OR ON THE EXTERIOR OF THE CABINET. 12. POWER COMPANY OR THE CONTRACTOR WHERE REQUIRED BY THE POWER THE GROUND ROD, BONDING AND DOWN CONDUCTORS SHALL CONSIST OF THE COMPANY, SHALL TERMINATE THE POWER CABLES(SUPPLIED BY THE POWER CO.) FOLLOWING MINIMUM MATERIALS AND CONNECTION METHODS. AT THE UTILITY METER LOCATED ON THE CABINET. ALL GROUND RODS SHALL BE 5/8" X 8' COPPERCLAD. 13. CONDUIT LINES SHALL HAVE A CONTINUOUS SLOPE DOWNWARD AND THE TOP AWAY FROM THE CABINET TO THE PROPERTY LINE SO THAT WATER OF THE RODS SHALL BE BURIED TO A MINIMUM DEPTH OF 2'-6" WILL FLOW AWAY FROM THE CABINET. TRENCHES SHALL BE EXCAVATED (OR 6" BELOW THE FROST LINE WHICHEVER IS DEEPER). ALONG STRAIGHT LINES BEFORE CONDUITS ARE LAID SO THE ELEVATION CAN BE ADJUSTED, IF NECESSARY, TO AVOID UNSEEN OBSTRUCTIONS. THE DOWN CONDUCTOR SHALL BE #2 SOLID TINNED COPPER WIRE AND SHALL BE MANUFACTURED BENDS SHALL HAVE A MIN. RAID. 36" FOR CONDUITS. INSTALLED FROM THE GROUND ROD TO THE AC SERVICE NEUTRAL/GROUND BONDING. CONNECTION TO THE GROUND ROD SHALL BE CAD OR OTHER APPROVED 14. BENDS SHALL HAVE A MINIMUM RADIUS 36" FOR CONDUITS. ALL EXOTHERMIC WELDING SYSTEM. CONNECTION TO THE NEUTRAL/GROUND BONDING CONDUITS ENTERING THE SHELTER SHALL BE SEALED WITH SEALANTS SHALL BE MECHANICAL. THAT ARE IDENTIFIED FOR USE WITH THE CABLE INSULATION, SHIELD, OR OTHER COMPONENTS. A BEAD OF SILICONE SHALL BE PLACED 1.6 COAXIAL/CABLE GROUNDING AROUND ALL CONDUIT PENETRATIONS INTO THE CABINET. 15. METER SOCKET TO BE SUPPLIED BY OR AS PER POWER COMPANY THE NORMAL INSTALLATION GUIDELINE FOR ANTENNA COAXIAL/ CABLE REQUIREMENTS. GROUNDING PER TRANSMISSION LINE PER TOWER HEIGHT IS AS FOLLOWS: 16. GROUND FAULT PROTECTION IS REQUIRED FOR ANY UTILITY RECEPTACLES. 1. TOWERS LESS THAN 200' USING AN EQUIPMENT SHELTER-3 GROUNDING CONNECTIONS PER COAX CABLE: TOWER TOP ATTACHMENT POINT, 1-2' BELOW 17. WHITE/NEUTRAL, GREEN/GROUND, SHALL BE MAINTAINED THROUGHOUT TRANSITION POINT, TOWER BOTTOM ATTACHMENT POINT, 1-4' ABOVE TRANSITION THE SITE ELECTRICAL SYSTEM. POINT AND AT THE BUILDING PENETRATION. CABLE WORKS GENERAL NOTES 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 1. ALL CABLE SHALL BE ANDREWS LDF SERIES WITH NF CONNECTIONS AT TRANSITION POINT AND AT THE BUILDING PENETRATION. BOTH ENDS. 2. ALL JUMPERS AT THE ANTENNA TO BE LDF SERIES (NO SUPERFLEX), 3. TOWERS LESS THAN 200' USING EXTERIOR CABINETS-2 GROUNDING CONNECTIONS 6-FOOT, 1/2"NM x DM. PER COAX CABLE; TOWER TOP ATTACHMENT POINT, 1-2' BELOW TRANSITION POINT 3. ALL JUMPERS AT THE EQUIPMENT TO BE LDF SERIES 18"-6' MAX., AND TOWER BOTTOM ATTACHMENT POINT, 1-4' ABOVE TRANSITION POINT. 1 /2"NM x 1 /2"NM (SUPERFLEX ALLOWED IN SHELTER). 4. ALL EXTERIOR CONNECTIONS SHALL BE WEATHERPROOF TAPED. 4. TOWERS OVER 200' USING EXTERIOR CABINETS-3 GROUNDING CONNECTIONS PER 5. ALL GROUND KITS SHALL BE 2 HOLE LUG (NO SCREW -ON LUGS COAX CABLE; TOWER TOP ATTACHMENT POINT, 1-2' BELOW TRANSITION POINT, ALLOWED). TOWER MIDDLE ATTACHMENT POINT AND TOWER BOTTOM ATTACHMENT POINT, 6. ALL COAX CABLES TO BE RUN INSIDE MONOPOLE, WHERE POSSIBLE. 1-4' ABOVE TRANSITION POINT. NO HANGERS WILL BE REQUIRED WHEN CABLES ARE RUN INSIDE MONOPOLE. 1.7 ANTENNA GROUNDING 7. ALL COAX CABLES RUN ON A WAVEGUIDE LADDERS, ON STANDOFF, ON THE EXTERIOR OF A MONOPOLE, ON A GUYED TOWER, ON A SELF A. CONNECTION REQUIREMENTS SUPPORT TOWER OR ON A POLE SHALL BE SUPPORTED EVERY FOUR ALL TOWER/ANTENNA GROUNDING CONNECTIONS SHALL BE CADWELD. ALL BENDS (4) FEET. IN THE TOWER GROUNDING SYSTEM SHALL HAVE A MINIMUM RADIUS OF 1'. CONNECTIONS SHALL BE MADE BY THE SHORTEST POSSIBLE ROUTE, GENERALLY GENERAL NOTES TO ELECTRICAL CONTRACTOR A STRAIGHT LINE. 1. THE CONTRACTOR SHALL PROVIDE (FURNISH AND INSTALL) ALL NECESSARY B. ICE BRIDGE CONDUITS, WIRING AND OUTLET BOXES TO SUPPORT THE FURNISHED ITEMS. CAD WELD #2 SOLID TINNED COPPER WIRE TO EACH PIPE SUPPORTING THE CABLE SUPPORT STRUCTURE IN THE FRONT/BACK AND MIDDLE IF OVER 20'. 2. PROVIDE WIRING IN CONDUIT IN ACCORDANCE WITH MANUFACTURER'S BOND TOGETHER EACH SECTION OF ICE BRIDGE USING #2 SOLID TINNED COPPER RECOMMENDATION AND N.E.C. WIRE CAD WELDED TO EACH SECTION. 3. FOR LOCATION OF NEW EQUIPMENT CABINET & ANTENNAS, SEE SITE PLAN. 1.8 PERIMETER FENCE GROUNDING 4. COORDINATE IN ADVANCE ALL WORK TO BE DONE WITH POWER UTILITY CO. WHEN INSTALLED, THE PERIMETER FENCE SHALL BE CONNECTED IN AT LEAST SIX PLACES TO THE MAIN EXTERIOR GROUND RING. CAD WELDING CONNECTIONS SHALL 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL CONNECTIONS BE MADE ON THE CORNER METALLIC 6" - 12" ABOVE FENCE POSTS AND THE AND MAKING A COMPLETE OPERATIONAL SYSTEM AS APPROVED BY CROWN TWO POSTS SUPPORTING THE GATE AND THE EXTERIOR GROUNDING RING USING VA .-. -- COMMUNICATIONS REPRESENTATIVE. #2 SOLID TINNED COPPER WIRE. EACH GATE LEAF SHALL BE CONNECTED TO EACH GATEPOST USING 2/0 INSULATED WELDING CABLE CAD WELDED TO THE "4 JOHN D. RENO 6. THE CONTRACTOR SHALL CONFER, COORDINATE, AND COMPLY WITH GATEPOST AND THE GATE LEAF FRAME. v No. 32989 RECOMMENDATIONS MADE BY THE NEW EQUIPMENT CABINET MANUFACTURER'S 03 REPRESENTATIVE. 3.2 TESTING �� 7. ELECTRICAL CONTRACTOR TO INCLUDE THE FINAL CONNECTION WORK AND A. CERTIFIED MEASUREMENTS TO BE TAKEN AND SUBMITTED PRIOR TO CONNECTION d�TAL'l REQUIRED PERMITTING AND INSPECTIONS TO COMPLETE THE POWER AND TO MAIN SERVICE UTILITY GROUND. GROUND GRID RESISTANCE SHALL NOT EXCEED TELEPHONE CONNECTION TO EQUIPMENT CABINET. COORDINATE WITH THE GENERAL 5 OHMS. CONTRACTOR FOR EQUIPMENT CABINET. Qrs,1010167milmol er Service, Ltd. Post Office Box 9S6 Staunton, VA. 24402 1-888-816-7436 > �> >co to �� 01 s~ 4-4 W bb. 0 0 U � i/] U N �j � d cd a O C) � b a a� 00 U 02 o ao > a) > co Q)� a)3 F2 Z W I CO � O W aw�an� 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 06/06/02 PRELIMINARY 07/02/02 REVISED FINAL REVISIONS NO. DATE Al 07/02/02 REVISED PER COMMENTS 0 12/03/02 REVISED PER COMMENTS Q 01/13/03 REVISED PER COMMENTS A 0 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. FL.AXMAN CHECKED BY: J. RENO SITE NAME WASH I NGTON GAS SITE NUMBER SITE ADDRESS _71 350 HILLANDALE LANE WINCHESTER, VA. 22602 SHEET TITLE ELECTRICAL NOTES SHEET NUMBER ml PLOT SCALE: 1=20