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HomeMy WebLinkAbout22-99 CFW Intelos-VA Pcs - Calvin L Ritter - BackfileC Oalvl* L- RI-t ter Pro fer-�� CUP TRACKING SHEET (To be completed by Frederick Co. Staff only.) CUP # ^ )-- 19 Owner/Applicant Application Date Fee Paid 1� yes initials: 0 C/ Sign Deposit F;71 yes Sign return date: Submittal Cut -Off Date P/C Mtg. date: Lo- L 2 BOS Mtg. date:% - AGENCY REVIEW COMMENTS VDOT V Airport Authority Inspections ✓ City of Winchester ✓ Fire Marshal Co Sanitation Authority Health Dept. F] PLANNING COMMISSION RECOMMENDATIONS OF L (d te) APPROVAL (WITH CONDITIONS) ✓ yes no DENIAL Sig �1 ecretary Date - / - 9 BOARD OF SUPERVISORS PUBLIC HEARING ACTION ate) APPROVAL L� % JL�J• Signed f , Covinty Adm. aDENIAL Date /Q-�d " I / NOTES Date: - 1L9 File opened ,/ Reference Manual updated/number assigned ,/ D-base updated �/ 40 color location maps requested from GIS ,i' Four sets of labels requested from Data Processing q-)6-9q File given to Renee' to update Application Action Summary 991- CLOSE OUT FILE: Approval (or denial) letter mailed to applicant/copy made for file ./ File stamped "approved", "denied" or "withdrawn" Reference Manual updated D-base updated � File given to Renee' for final update to Application Action Summary U iCuo1\Common\CUP.TRK Revised Sept. 13, 1999 CASH o RECEIPT Date 001534 WReceived From ti Address _ rs For 1 — - oij Y. v • �i1 {i AMT. OF ACCOUNT CASH AMT. PAID CHECK L BALANCE DUE MONEYS ORDER - 16 SURVEY OF A LEASE PARCEL & INGRESS/EGRESS EASEMENT FOR CFW WIRELESS ON THE LANDS OF CALVIN L. & LILLIE H. RITTER GANESBORO DISTRICT FREDERICK COUNTY, VIRGINIA DATE: AUGUST 11, 1999 SCALE: 1 " = 50' A� qT ooT tioR 19P �7y 12' LEASE PARCEL, 2,500 SQ.FT. SITE - WN203 ROADWAY/GAP RUN S40'37'32"E CALVIN L. & LILLIE H. 50.00' RITTER TREE TOP IS 33.9± D.B. 388 PG, 160 S33'17'25"E ABOVE SITE TAX PARCEL 40 ((A)) 153 119.15' S38'01'36"E 50.00' N89'49'15"E 134.84 33.71' / S79'54'04"E N 69'55'23"E 42.79' -, INGRESS/EGRESS EASEMENT CALVIN L. & LILLIE H. RITTER D.B. 713 PG. 209 6 TAX PARCEL 40 ((A)) 152 I Lv N 60'00' 35"E 1 VDOT MON FOUND ►i �J -:21 159.12' 1 I CALVIN L. & LILLIE H. RITTER + I D.B. 713 PG. 209 TAX PARCEL 40 ((A)) 151 N33'33'05"W 192.26' 254.45' - U. S. RO UTE (VARIABLE R/W) 59.16' 00 00 w M 0 00 in z 47.30' S39'1 131 RICKY LEE KERNS D.B. 690 PG, 68 TAX PARCEL 40 ((A)) 149 S49'22' 28"W TREE 50.00' 25.00' ILn Flo Q° 100 N40'37'32"W I 50.00' 1 NOTES: 1. OTHER EASEMENTS IF ANY NOT SHOWN. NO TITLE REPORT FURNISHED. 2. THIS LEASE PARCEL IS NOT IN A F.E.M.A. FLOOD HAZARD ZONE "A" OR "B". 3. LEASE PARCEL DERIVED FROM A FIELD SURVEY AND DEEDS AND PLATS OF RECORD AS FOUND AMONG THE LAND RECORDS OF FREDERICK COUNTY, VIRGINIA. 4. PROPERTY LINES SHOWN HEREON WERE RECONSTRUCTED FROM HIGHWAY PLANS AND FROM A SURVEY OF TAX PARCEL 40 ((A)) 149 BY RITCHIE SURVEYS DATED OCTOBER 25, 1994. BEARING CONTROL FOR THIS PLAT WAS TAKEN FROM SAID SURVEY. 5. DENOTES IRON PIN SE't RIGHT-OF-WAY N33'32'00"W Patton Harris Rust&Associates,pc Engineers,Surveyors,Planners,Landscape Architects 116 N. Main Street Allk Bridgewater, Virginia 22812 540-828-2616 Offices: Chantilly,Va. Bridgewater,Va. Virginia Beach,Va. Leesburg,Va. Winchester,Va. 10419-168 L y *,N v.i /" - ., L. ,.t 'sue b �. .. � _. 'x��Y •a� 9 !� e ♦ F .�� ` «� E ! h' Yi. - �• ' ,�u _ �, ..:,:Y y '.y ..s�.'x���v- � � a. .:.Pr a u,., ,w, ,FM. ^�vtx .rr' ... _ .t r June 24, 2003 Mr. Blaine Brown Crown Castle International 46 Broadway Albany, New York 12204 COUNTY of FREDERICK Department of Planning and Development 540/665-5651 FAX: 540/ 665-6395 RE: Conditional Use Permit #20-99 Jim Patton Property Cell Tower Conditional Use Permit #21-99 Round Hill Methodist Church Cell Tower Conditional Use Permit #22-99 Calvin L. Ritter Property Cell Tower Dear Mr. Brown: This is in response to your request for permission to remove lighting from the above -referenced telecommunications towers. The approved Conditional Use Permits for each tower specifies in the first condition of approval that review agency comments shall be addressed and complied with at all times. Appropriate review agencies, specifically the Winchester Regional Airport Authority and the Federal Aviation Administration, should be consulted and their approval obtained prior to removal of the lighting from each tower. Please contact me if I can be of further assistance. Sincerely, (JAM Rebecca Ragsdale -Planner I .. I U:\Rebecca\A4isc\TowerLtg.wpd 107 North Kent Street • Winchester, Virginia 22601-5000 COUNTY of FREDERICK r Department of Planning and Development 540/665-5651 FAX: 540/ 678-0682 MEMORANDUM 0 TO: Finance Department FROM: Karen A. Cain, Office Assistant II SUBJECT: Return Of Sign Deposit DATE: October 29, 1999 The amount of $100.00 was deposited in line item #10-1911-08 for the business named below as a deposit for four signs for Conditional Use Permit Applications #20-99, #21-99, #22-99 & #23.-99 for (CF W Intelos - VA PCS). They have now returned the signs and are therefore entitled to the return of their deposit. You may pay this.through the regular bill cycle. Please send a check in the amount of $100.00 to: CFW Intelos Attn: Paula Figgatt 1150 Shenandoah Village Drive Waynesboro, Virginia 22980 RSA/kac Pl� 9 w 9 107 North Kent Street • Winchester, Virginia 22601-5000 • • FILE COPY COUNTY of FREDERICK Department of Planning and Development 540/665-5651 FAX: 540/ 678-0682 October 28, 1999 VA PCS Alliance; CFW Intelos Attn: Ms. Paula Figgat 1150 Shenandoah Village Drive Waynesboro, VA 22980 RE: CUP #22-99 of VA PCS Alliance; CFW Intelos, P.I.N. 40-A-148 (Calvin L. Ritter Property) Dear Ms. Figgat: This letter is to confirm action taken by the Frederick County Board of Supervisors at their meeting of October 28, 1999. Your Conditional Use Permit, 922-99 for a 180-foot, monopole Commercial Telecommunication Facility, was approved with a waiver of the setback requirements and the following conditions: 1. All Zoning Ordinance requirements and review agency comments shall be addressed and complied with at all times. 2. The tower shall be available for locating personal wireless service providers. 3. A minor site plan is approved by the County. 4. The tower shall be removed by the applicant or landowner within twelve (12) months of the abandonment of operation. If you have any questions regarding this action, please feel free to call this office. Sincerely, Michael T. Ruddy Zoning Administrator 18VU-117147 cc: Commissioner of Revenue Leonard L. Greisz, Shentel O: Wgmdas\APPR_DEN.LTR\CUP'S\CF W(Rittv).CUP.wpd 107 North Kent Street • Winchester, Virginia 22601-5000 PC REVIEW: 10/06/99 BOS REVIEW: 10/27/99 CONDITIONAL USE PERMIT #22-99 VA PCS ALLIANCE/CFW INTELOS Commercial Telecommunications Facility - Calvin L. Ritter Property LOCATION: This property is located near the intersection of Mahlon Drive and Route 50 West. MAGISTERIAL DISTRICT: Gainesboro PROPERTY ID NUMBER: 40-A-148 PROPERTY ZONING & PRESENT USE: Zoned RA (Rural Areas) District; Land Use: Vacant ADJOINING PROPERTY ZONING & USE: Zoned RA (Rural Areas) District; Land Use: Vacant and Residential PROPOSED USE: 180' monopole Commercial Telecommunications Facility REVIEW EVALUATIONS: Virginia Dept. of Transportation: Existing field entrance is inadequate for proposed use. An upgrading of the existing entrance to VDOT's minimum standards must be completed prior to VDOT supporting a conditional use permit for this property. Inspections Department: Structure shall comply with the Virginia Uniform Statewide Building Code and Section 312, Use Group U (Utility) of The BOCA National Building Code/1996. All structural plans shall be sealed by a Virginia Licensed A/E design Professional. Fire Marshal: The 12' ingress/egress easement should be kept clear of low branches and growth which would impede fire apparatus. Health Department: The Health Department has no objection to the proposed conditional use permit. VA PCS Alliance/CFW Intelos CUP #22-99 Calvin L. Ritter Property Page 2 September 24, 1999 Sanitation Authority: No comment. City of Winchester: No comments. Winchester Regional Airport: See attachedletterfrom S. R Manuel, Executive Director, dated 9-9-99). Planning and Zoning: Background The applicant proposes to build a 180' monopole Commercial Telecommunication Facility that is designed to accommodate additional telecommunications carriers. The proposed facility will be located on a 49.5-acre parcel in close proximity to Route 50, Northwestern Pike, in Round Hill. Once again, it should be noted that Frederick County recently approved three (3) Commercial Telecommunication Facility applications along the Route 50 corridor for Shenandoah Mobile Company Zoning Ordinance Requirements Commercial Telecommunication Facilities are permitted in the RA (Rural Areas) Zoning District with an approved Conditional Use Permit. Frederick County's Zoning Ordinance specifies that a CUP for a Commercial Telecommunication tower may be permitted provided that residential properties, land use patterns, scenic areas and properties of significant historic value are not negatively impacted. Furthermore, additional performance standards shall apply to the CUP review in order to promote orderly economic development and mitigate the negative impacts to adjoining properties. Zoning Ordinance Conformance The applicant has provided an inventory of existing telecommunication facilities in the area. One of the previously -mentioned Shenandoah Mobile Company facilities, a 350' high lattice tower is located in this general area and is available for collocation. The maps provided within the application analyzing coverage need in this area appear to be sufficient to determine the adequacy of the search area, and the existing coverage and capacity of the licensee holder in the vicinity of the proposed facility. As is shown on the maps provided, the coverage needs will be met by a facility in this location. As with CUP #21-99, staff expressed concerns regarding proximity of the existing tower and the potential for collocation on this facilities. In response, the applicant has provided additional maps depicting the provider's coverage area if they were to collocate on this other facility. The maps indicate that the coverage needs of CFW along this corridor will not be VA PCS Alliance/CFW Intelos CUP #22-99 Calvin L. Ritter Property Page 3 September 24, 1999 met. The applicant should demonstrate to the Commission and Board the different technologies used by CFW and Shenandoah Mobile Company. In particular, why the existing infrastructure works for one provider but not another provider of a functionally equivalent service. The proposed accessory structures would not be visible from adjoining properties and road right-of-ways. Therefore, landscaping and screening of any accessory structures would not be required. Should the tower be required to be lighted by the FAA, it would be provided with a dual lighting system which provides red lights for nighttime and medium intensity flashing white lights for daytime and twilight use. The Zoning Ordinance requires that these lights be shielded from ground view to mitigate illumination to neighboring properties. The proposed Commercial Telecommunication facility is generally in conformance with the requirements of the zoning ordinance. Request for setback waiver The applicant is requesting a waiver of the setbacks pursuant to Section 165-48.6.(B)1 of the Zoning Ordinance as they are proposing to locate the Commercial Telecommunication Facility approximately 70' from the adjoining property. The Zoning Ordinance requires that towers of 180' in height (as is proposed) be placed a minimum of 195' from the adjoining side and rear property lines. This is in order to minimize the negative impact on adjoining properties. The Planning Commission may reduce the required setback distance for Commercial Telecommunication Facilities if it can be demonstrated that the location is of equal or lesser impact. It appears as though it would be possible to locate the proposed facility on this property in conformance with the setback requirements. In this case, staff believes that the applicant has not adequately demonstrated that the impact would be less if located as proposed by the applicant. Conformance with the requirements of Section 704 of the Telecommunications Act of 1996 The applicant is a personal wireless service provider. Therefore, the requirements of the Telecommunications Act would be applicable. In evaluating this application, it has been demonstrated that there is a need for the infrastructure within the area of the County identified. However, it is feasible that the provision of the same services could be achieved in this area of the County using alternative methods and alternative locations not identified by the applicant. Approval or denial of this application would be in conformance with the Telecommunications Act. VA PCS Alliance/CFW Intelos CUP #22-99 Calvin L. Ritter Property Page 4 September 24, 1999 STAFF CONCLUSION FOR THE 10/06/99 PLANNING COMMISSION MEETING: While recognizing that the applicant has demonstrated a need for a facility in this general area, staff believes that this application for a Commercial Telecommunication Facility has not adequately addressed the requirements of the Zoning Ordinance. The applicant has not demonstrated that a waiver of the setback requirements would be appropriate to minimize the impact of the tower on the surrounding area. Should the Planning Commission choose to recommend approval of this application, the following conditions of approval would be appropriate: All Zoning Ordinance requirements and review agency comments shall be addressed and complied with at all times. 2. The tower shall be available for locating personal wireless service providers. 3. A minor site plan is approved by the County. 4. The tower shall be removed by the applicant or landowner within twelve (12) months of the abandonment of operation. PLANNING COMMISSION SUMMARY & ACTION FOR THE 10/06/99 MEETING: There were no citizen comments regarding this proposed conditional use permit. Concerns over the setback waiver were discussed. The applicant's representative stated that they could get further away from the property line; however, they would be working up a very steep slope and would then encounter other types of development problems. It was determined that the slope was approximately 120'. Members of the Planning Commission believed the applicant had demonstrated a need for a facility in the proposed location and had also demonstrated that a waiver of the setback requirement would be appropriate in this case. The Planning Commission unanimously recommended approval of the conditional use permit with a waiver of the setback requirements and the following conditions: All Zoning Ordinance requirements and. review agency comments shall be addressed and complied with at all times. 2. The tower shall be available for locating personal wireless service providers. E 0 VA PCS Alliance/CFW Intelos CUP #22-99 Calvin L. Ritter Property Page 5 September 24, 1999 3. A minor site plan is approved by the County. 4. The tower shall be removed by the applicant or landowner within twelve (12) months of the abandonment of operation. OA\Agendas\Comments\CUP'S\ 1999\CF W_Intelos_Calvin_Ritter2.wp d �-` WtNCHESTER REGIONAL AIRPORT Gov vra u A91 AIRPORT ROAD WINCHESTER, VIRGINIA 22602 (540) 662-2422 September 9,1999 CFW Communications Post Office Box 1328 Waynesboro, Virginia 22980-0909 Re: Conditional Use Permit Comments CFW Communications Towers - WN202, WN203, WN206 & WN208 Winchester Regional Airport Dear Ms. Figgatt: Please .find enclosed the Airport's comments for the referenced proposed tower sites. After careful review by our engineering firm, the Winchester Airport offers the :Following comments. The intended use for communication towers at the proposed sites WN202, WN203 and WN206 do not appear to impact FAR Part 77 surfaces or operations at Winchester Regional Airport therefore the Airport poses no objection to these sites. However we are requesting the right to review all site plans along with completed copies of Form 7460-1 as required to be filed with the Federal Aviation Administration and the Virginia Department of Aviation. These forms must be filed at least thirty (30) days prior to construction. Final comment and approval by the airport of any tower construction will be contingent upon receiving a favorable response from both of these agencies. The site proposed for tower WN208 off of 522 south is strongly opposed by the airport for numerous reasons- This entire area is located within. the Airport's FAR Part 77 surfaces and any pole would be within the left hand traffic pattern for Runway 32 regardless of the height. Any tower proposed tower construction within the Horizontal surface would be not be considered for approval by. the airport. A copy of the Part 77 surfaces has been provided to Paula Figgatt with CFW Communications for their future reference in planning tower sites: Should you require additional information or have questions regarding this matter, please do not hesitate to contact my office. Sincere , &." Executive Director cc: Delta Airport Consultants, Inc. w/enci. Joe Delia, FAA/WADO w/encl. Mike Rudding, Planner, Frederick County w/enci. EC�'fpp VED - Submittal Deadline SEP 10 1999 P/C Meeting w BOS Meeting LEPUFAI NPiA49WVOR CONDITIONAL USE PERMIT FREDERICK COUNTY, VIRGINIA 1. Applicant (The applicant if the owner _ other) NAME: i�1'w k.10 S 6yn PCs P111a n ce pat'd 'i 1 G�Gt ADDRESS: % 150 be{'ai doah U %iYae, D- /Vey � V-W—Aesb2w 1 Ufa car-,i8-o TELEPHONE 05Q 0146 - % 2 9 (y, 2. Please list all owners, occupants, or parties in interest of the property: COvi n L, R- I- cr Qnd Lill is . a, )zA-er 3. The property is located at: (please give exact directions and include the route number of your road or street) h-k n ic- 4. The property has a road, frontage of �0 5i� feet and a depth of feet and consists of /,, aGr-". (Please be exact) 21500 SO 5. The property is owned by 0010n, L. 04er q LhC 1 �..g4kr as .evidenced by deed from (�&rrl4 / , c, f-eJ1( recorded (previous owner) in deed book no. 3 5() on page j 4-1 , as recorded in the records of the Clerk of the Circuit Court, County of Frederick. 6. 14-Digit Property Identification No. +0 -p - 1 q 6 Magisterial, District 60ta S "D Current Zoning 7. Adjoining North East South West Property: USE %I;W ZONING A9 12f4 8 Y9 P-/q ti 8. The type of use proposed is (consult with the Planning Dept. before completing) 9. It is proposed that the following buildings will be constructed: /90- noonotoole,—SS - --64e-COSriMUI�f'c�� With 4-1,06 `iOUSed' 10. The following are all of the individuals, firms, or corporations owning property adjacent to both sides and rear and in front of (across street from) the property where the requested use will be conducted. (Continue on back if necessary.) These people will be notified by mail of this application: NAME IRI Cat Lee- I4-erns ADDRESS + oV-M rJ l- m A ke,' PROPERTY ID# 40 -R ^ 'L� %fh � 1,4- 9-2603 NAME �RQ\JM C] l��.t'�!J ��'E'f ADDRESS 1.4)56.Nw--Ihwesk i Pik ID# % 1r0 av)chesr- J 22fca03 NAME 0V)n eY- ADDRESS PROPERTY ID# 1�0 " ] T NAME 0I1 �rje ` ADDRESS PROPERTY ID# +Q F+ NAME � ]�'� Wirhe-11c04JJ16 ADDRESS )+Q IVIC.Ihlon Dr, PROPERTY ID# 4--() -a " f 54- W loCh&q:e'I (.)/1- 22-0)6 NAME A'rM(/1r 6, S112 "' ADDRESS !bS Sd VeK Cd QPf PROPERTY ID# 4-0- r4 _ (59 UUPnckiieS%er, Viq ZZ&63 NAME VI�1((I,1�1 1,I �4a(.lJ�'/YtADDRES5 �4 26 f ta4dC?f'1 Lanc PROPERTY ID# +0 l Myndo(P ! L4. zzo63 NAME SOME 0,5 Q bQV6 ADDRESS KQ j-Y)e-, Q S 0-6 Vy _ PROPERTY ID# �0 '' q — 1 & 3 NAME L,��/U(•1' ne, r� . O� ADDRESS � n -2-10 �„� a PROPERTY ID# "® '" %� l f IfV P am' ie` k r, vt-I NAME �Tij I i on L, Dw-sef PROPERTY ID# 4-0 `"' L NAME Nffln I C e ! (1 U? CAA PROPERTY ID# - A - I (v 4- NAME b1✓a�f -,9 b l hor) ki b fer- PROPERTY ID# 4-6 P _ 14-6 NAME -WhaI ( l�'�%. n I �A hI' PROPERTY ID# " / I '1 4-7 Y� NAME E� .�' " o yu M aId,()Ll- PROPERTY ID# 4-0 13 , ADDRESS lb z Mahlm or. �fi'1Gljtjrl V6q 22&c)3 ADDRESS.\ o ocwl,,r6 �hH pci. 1MOCNs Sri L�P 2Z&d 1 ADDRESS i 31 W � 1-h I I Ln, ADDRESS 404-0 MOK ,hj&cj{�1'/) Luinche-skr 1 UP a-- -)(0,-3 ADDRESS 406-7 Wb4hUt1es 'jam Pik , . Pnchd:' krt tldl 2-2&03 NAME Pock( S. M1,,1--orLani-,I /,kADDRESS wKthc (m P l--1e.4.., PROPERTY ID# ` -o - n' a 13 -tom Ir)CKeskj-J Vie 2Z&a-3 PROPERTY ID# NAME PROPERTY ID# NAME PROPERTY ID# NAME PROPERTY ID# NAME PROPERTY ID# NAME PROPERTY ID# ADDRESS ADDRESS ADDRESS ADDRESS ADDRESS ADDRESS 12 . Additional comments, if any: /S 1 k Ifjoul caY?v/(��- t o e on ���,fi'��D Loa /al���/ s-i= Chu/-h. the �e 2cic�s A bx.a-- w CCI be, an y erg I (we), the undersigned, do hereby respectfully make application and petition the governing body of Frederick County, Virginia to allow the use described in this application. I understand that the sign issued to me when this application is submitted must be placed at the front property line at least seven (7) days prior to the first public hearing and maintained so as to be visible until after the Board of Supervisors' public hearing. Your application for a Conditional Use Permit authorizes any member of the Frederick County Planning Commission, Board of Supervisors or Planning and Development Department to inspect your property where the proposed use will be conducted. Signature of Applicant Signature of owner Owners' Mailing Address Owners' Telephone No. 6 i 152- bh n Or f 6Ji'IP h L ` 01 ('540� 662-1573 TO BE COMPLETED BY ZONING ADMINISTRATOR: USE CODE: RENEWAL DATE: :opyright (C) 1997, Maptech, Inc 0 0 0 FREDERI CK COUNTY CFW WIRELESS ROADWAY /GAP RUN WN 203 Opt r 50 iGAP RUN �j A v , VICINITY MAP NOT TO SCALE SITE LATITUDE: 39' 12' 54.6' N SITE LONGITUDE: 78' 15' 59.9" E WINCHES TER VIRGINIA INDEX: DRAWING NO. TITLE TITLE 1 LOCATION 2 ELEVATION 3 SITE PLAN 4 SITE SPECIFICATIONS 5 SITE SPECIFICATIONS 6 STRUCTURAL DETAILS/ PAD 7 STRUCTURAL DETAILS 8 UTILITY & GROUNDING DETAILS 9 SPECIFICATIONS 10 SPECIFICATIONS 11 SPECIFICATIONS 12 SPECIFICATIONS co 2._38„ co _I W NEMA 4X � � � HENNESSY CABINET v 12' o00 0 r`I) 0 0 0 � � co 2'-2.0" �-- I 4' x 10" OPENING 0 0 FOR CONDUIT 0 0 0 PROPOSED WOOD POLE, 011 MONOPOLE OR ELF SUPPORT ° ° 1' cn \ TOWER- TO BE AOCATED IN THE FRONT VIEW C�lp 4" GALVANIZED PIPE FIELD 6.0" 01, Q 2"TELCO OR POWER CONDUIT Z W "H"FRAME FOR CABINET 0 1"STUB UP cc cc 3 " 1 PVC CONDUITS - "IT FRAME Q O o � OR A SINGLE 4" NEMA4X 2"POWER GALVANIZUED PIPE Q) a' CABINET HENNESSY COAX CABLE TO ANTENNA Z) cn 0 j' GPS MUST BE LOCATED Q �O 2"PVC FOR SOUTHERN EXPOSURE Q Ci LOCATION WILL BE SITE cc 12"LONG + SPECIFIC AND MUST BE 1"ABOVE PAD I 6„ GROUNDED SC 611 TYPICAL EACH CORNER - II � NEMA 4X HENNESSY u.a 6 I CABINET nr INCOMING POWER AND TELCO O TO BE LOCATED IN THE FIELD E" O n-a-ae 2 NOTE. "H" FRAME TO BE MADE UP OF 3" 10 ' SC. 40 GALVANIZED PIPE AND 4 r l; UNI-STRUT PLACED TO FIT INSTALLATION. SUPPORT STRUCTURE MUST BE SUBMrrrED TO CFW FOR APPROVAL PRIOR TO INSTALLATION 0 0 0 c W W v� m•xm•aRAVEL � • cauPouRD } � N 8 MONOPOLE } Z Z 2 10 • ± ccv j a a 4• cafe D o / f rX/t7L!'CORCRETE PAD �w wi T 0 } rn tx► wrom t O ' OC t � t �Dwp Bu i • ; BJW T sc e11 i L i atu.: i % 6'• t 08-17-9 } / t POLE LOGTIM TO 6" 4'OALVANUW PIPE SIEEVEr DLt X it 1 sN•3: i SEDETERAWMDBY SCH 40*TM CAPS BI EACHCORNER f 3 t SRE EAAwmEER 1'ABOVESLAB + t WiCAP e REPEATER NOT TO SCALE GROUND LEVEL COAX INSIDE POLE POWER `.CAD -WELD GROUND TO RING GROUND RING I I I I 0 b 0 0 0 0 0 0 0 0 0 0 0 0 i MONO -POLE BUSS BAR FOR CABLE GROUNDING N Z c Q. o It c) Z z W Lr. Z Q r to U cn GROUND TO RING Dwg 8 GROUND POLE TO GROUND ROD BJW 18" 08-17-99 ��AD-WEC15 _ GROUND ROD I e 0 0 9 O � N 2�• N Q Z W cc N" Z d ¢ o POLE a w oN OU xZ u ou M OD w Q U w '�^ cc Dwg By. BJW oar.: 08-17-99 `o 0 U • PAD SURFACE SHALL RECEIVE-\ 4x4 W4zW4 WUF A SMOOTH TROWEL FINISH EQUIPMENT FOUNDATION NOTES. CHAMFER 1. GENERAL (TIN ALL SIDES) - 8' MINIMUM CONCRETE SLAB A THESE DRAWINGS 00 NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION 2• (CLR) SAFETY. B. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES EXISTING AND 2' EXPOSED mi POLY ON BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY FlMSH GRADE CONCRETE SUaGRAoE AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE UNDERGROUND UTILITIES. c. mcGRRECTLY FABRICATED. DAMAGED, OR OTHERWISE MISFITDNG OR NONCOM ORMNG MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE OWNER �yAyAy \ PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH ACTION SHALL' REOUIRE APPROVAL 6' CRUSHED STONE (MIN.) D. EACH CONTRACTOR SHALL COOPERATE VAIN THE OWNER'S REPRESENTATIVE. AND COORDINATE HIS WORK VAIN THE WORK OF OTHERS 2. DESIGN LOADS LIGHTWEIGHT CONCRETE SHELTER: 12,000 lBS UNDISTURBED SUBGIADE (BEDROCK OR STRUCTURAL FILL) B. PRESUMPTIVE BEARING CAPACITY: 2.000 PSF FOUNDATION AND PAD 3. EXCAVATIONS/FOUNDATION NO SCALE A FOUNDATION EXCAVATION SHALL BE HAND -TRIMMED 10 REMOVE LOOSE MATERIALS. D. EXTERIOR FOUNDATION BACI6ILL SHALL BE SELECTED GRANULAR FILL C. ALL STRUCTURAL BACKFILL AND SUBBASE UNDER SLABS -ON -GRADE AND FOOTINGS SHALL BE 'SW* OR BETTER PER ASTM 0-248. COMPACTED TO A MINIMUM 95% STANDARD PROCTOR DENSITY PFR ASTM D 69P. 0. DO NOT PUCE FOOTINGS IN WATER OR ON FROZEN GROUND. I2' E. SOIL BEARING SURFACES, PREVIOUSLY ACCEPTED BY OWNERS REPRESENTATIVE, YMICH ARE ALLOWED TO BECOME SATURATED, FROZEN OR DISTURBED SHALL BE REWORKED TO SATISFACTION OF OWNER'S REPRESENTATIVE. F. DO NOT ALLOW GROUND BENEATH FOOTINGS TO FREEZE. 0 0 Q FOOTING EXCAVATIONS SHALL BE CUT NEAT. H. SUBGRADE BELOW SLAB -ON -GRADE SHALL BE RENEWED AND ACCEPTED By OWNER'S REPRESENTATIVE BEFORE CONCRETE SLAB PLACEMENT. 51' 54' 4. CONCRETE 2' TELCO 4' GALVANIZED A DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO THE LATEST EDITIONS OF THE FOLLOWING APPLICABLE CODES. ACI 301 PIPE 24' 'SPECIFCA BONS FOR STRUCTURAL CONCRETE FOR BUILDINGS'; ACT 318. 1' STUB UP BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE'; B. CONCRETE SHALL BE NORMAL WEIGHT, 6i AIR ENTRAINED (t1.3%) AND HAVE A 4 - 7' MINIMUM 28-OAY COMPRESSIVE STRENGTH OF 40DO PSI UNLESS OTHERNSE NOTED. 5 10 Q REINFORCING SHALL CONFORM TO ASTM A-615 NTH SUPPLEMENT. MINIMUM 2' POWER 2' WED STRENGTH Fy 60 KS. REINFORCING DETAILS SHALL 8E IN 2' 24' ACCORDANCE WITH THE LATEST EDITION OF ACI 315. D. FIBROUS LL REINFORCEMENT SHABE MONORLAMENT OR FIBRILLATED POLYPROPYLENE ADDED AT A RATE OF 1.5 POUNDS PER CUBIC YARD. F18ROUR REINFORCEMENT SHALL BE CONSIDERED SECONDARY REINFORCEMENT AND SHALL BE INCLUDED IN ALL CONCRETE. 2' PVC 12' LONG 1' ABOVE PAD TYPICAL EACH 0 CORNER E- CONCRETE COVER AROUND REINFORCING BARS (U.N.O.) SHALL BE: 1. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED EARTH........ 3' 2. CONCRETE EXPOSED TO EARTH. WEATHER..,,,....................2' }. SUBS............. ......................................3/4' 4. ALL OTHER CONCRETE.........-- ....................1 1/2' F. UNLESS DRAWINGS. OTHERWISE ON THE DRANGS. REINFORCEMENT SPLICES SHALL MEET CLASS B. TENSION LAP REQUIREMENTS IN ACCORDANCE NTH ALL PROVISIONS OF ACI 318 LATEST EDITION. UNLESS NOTED OTHERWISE. Q CURING COMPOUNDS SHALL CONFORM TO ASTM C-309. H. j ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS REFERENCED IN ACI-301. L DO NOT WELD OR TACKWELD REINFORCING STEEL L ALL DOWELS. ANCHOR BOLTS. EMBEDDED STEEL ELECTRICAL CONOUITS, PIPE SIEVES, PIPING. INSERTS. GROUNDS AND ALL OTHER EMBEDDED ITEMS ANO FORMED DETAILS SHALL BE IN PUCE BEFORE START OF CONCRETE PLACEMENT. K. LOCATE ADDITIONAL CONSTRUCTION JOINTS REQUIRED TO FACILITATE CONSTRUCTION AS ACCEPTABLE TO ENGINEER. PLACE REINFORCEMENT CONTINUOUSLY THROUGH JOINT. L REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REWIRED. M. COLD -WEATHER PLACING. COMPLY NTH PROVISIONS OF ACI 306 AND AS FOLLOWS. PROTECT CONCRETE WORK FROM PHYSICAL DAMAGE OR REDUCED STRENGTH MAT COULD BE CAUSED BY FROST. FREEZING ACTIONS OR LOW TEMPERATURES- N. ME14 AIR TEMPERATURE HAS FALLEN TO OR IS EXPECTED TO FALL BELOW 40F(4C) UNIFORMLY HEAT WATER AND AGGREGATES BEFORE MIXING TO OBTAIN A CONCRETE MIXTURE TEMPERATURE OF NOT LESS THAN 507 (IOC) AND NOT MORE THAN 807(27C) AT POINT OF PLACEMENT. 1. DO NOT USE FROZEN MATERIALS CONTMNING ICE OR SNOW, 2. DO NOT USE CALCIUM CHLORIDE. SALT, AND OTHER MATERIALS CONTAINING ANTIFREEZE AGENTS OR CHEMICAL ACCELERATORS UNLESS OTHERWISE ACCEPTED IN MIX DESIGNS 3. PROVISIONS SHALL BE MADE FOR MAINTAINING THE CONCRETE AT A MINIMUM TEMPERATURE OF NOT LESS THAN 50F AND NOT MORE TNAN 857 FOR A PERIOD OF AT LEAST SES SEVEN(7) DAY {. USE OF NCH- VENTED HEATERS SHALL NOT BE PERMITTED. AT THE END OF THE DURING PERIOD. GRADUALLY REDUCE THE TEMPERATURE AT A RATE NOT TO EXCEED 1 DEGREE PER HOUR UNTIL THE TEMPERATURE WITHIN THE ENCLOSURE EQUALS THE TEMPERATURE OUTSIDE THE ENCLOSURE IN ACCORDANCE NTH AO 308. 0, HOT -WEATHER PLACING, WEN HOT WEATHER CONDITIONS EXIST TNAT 'WOULD SERIOUSLY NPAIR DUALITY AND STRENGTH OF CONCRETE. PUCE CONCRETE IN COMPLIANCE NTH ACI 305 AND AS HEREIN SPECIFIED 1. COOL INGREDIENTS BEFORE MIXING TO MAINTAIN CONCRETE TEMPERATURE AT TIME OF PLACEMENT BELOW 90F(32C).. MIXING WATER MAY BE CHILLED OR CHOPPED ICE MAY BE USED TO CONTROL TEMPERATURE PROVIOED WATER EQUIVALENT OF ICE IS CALCULATED TO TOTAL AMOUNT OF MIXING WATER 2. COVER REINFORCING STEEL WITH WATER SOAKED BURLAP IF IT BECOMES TOO HOT, SO THAT THE STEEL TEMPERATURE WILL NOT EXCEED THE AMBIENT AIR TEMPERATURE IMMEDIATELY BEFORE EMBEDMENT IN CONCRETE S. FOG SPRAY FORMS. REINFORCING STEEL AND SUBGRADE JUST BEFORE CONCRETE IS PLACED. 4. USE WATER -REDUCING RETARDING ADMIXTURE WHEN REWIRED BY HIGH TEMPERATURES. LOW HUMIDITY, OR OTHER ADVERSE PLACING CONDITIONS WEN ACCEPTABLE TO THE ENGINEER. Cn W vcc cn 0 2 Z cc Q. Q Q3 r O Q cc 0.9 By: MSF • • • CHAIN LINK FENCE DETAIL NO SCALE —'TrLIWTS r CHAIN LINK FENCE 6' CRUSHED STONE SURFACE OF CRUSHED STONE SURFACE V a S' PRESSURE TREATED HOOD CURB. GRADE TO DRAIN—\ AS SHOWH ON PIAN� MATCH DaSTING GRADE GRADE TO DRAW AWAY FROM TOWER YARD 2. a 4' x T-6' LONG PRESERVATIVE PRESSURE TREATED WOOD STAKE AT 5'-0' O.C. STABRI2ATION FABRIC PLACED ON COMPACTED SUBGRADE SECTION THROUGH TOWER YARD NO SCALE 1-1/2 PAIR INDUSTRIAL MALLEABLE IRON OFFSET PIN MINCE (PACE —MESON M-6 OR EWAL) 12'-0' GATE OPENING GATEPOST 4' O.D. GALVANIZED STEEL IT) POST , GNAW LINK 3-1/2' 1-1/2' :`:' 2' MIN. J 12• CLEARANCE MALLEABLE IRON FORK `GALVANIZED GATE CENTER STOP— TVPE LATCH WITH DROP BAR 6 1/2' DIA. WITH 1 1/4' SLOT. AND WITH PROVISION FOR 1 3/6' SHANK IN A 1 5/8' PADLOCK (PAGE—WILSON TYPE 75 qA. PIPC SET IN CONCRETE DOUBLE CATE LATCH ASSEMBLYOR EWAL) PROVIDE PROGRAMMABLE (4 TABS) COMBINATION LOCK — COMBINATION SET BY OWNER DOUBLE SWING GATE NO SCALE ANTENNA TYPE PCSA033-19-0 = 2 PCSA033-19-0 = 2 AZIMUTH 150' 1 DOWNTILT=3' AZIMUTH 310' 1 DOWNTILT=4' AZIMUTH DOWNTILT= FROM/TO COAX CABLE SIZE LENGTH (FT)- COAX CAB LENGTH (FT)- COAX CABLE CSIZEE LENGTH (FT) - RX/TX RX RX/TX RX RX/TX RX ANTENNA TO PRIMARY RADIO CABINET 1 5/8- 225' 225' 1 5/8- 225' 225' 1 5/8" • ESTIMATED LENGTHS FROM AVAILABLE INFORMATION. HLIJ.) ENGINEER Iv UYL'AIL ON AZI—tYUILI UKAYNIN- •• PROVIDE MECHANICAL DOWNTILT BRACKET. ANTENNA LINE SCHEDULE W W vcc 3 0 0 • BACK". UNDEwaialNO um'Y RERACE MS— SMTACE CONDI S w wARNwG TAPE "o TD _uoE BUT NOT IHB TEOi0: FxxSHED DUDE CONCRETE CRUSHED STONE SaICr GRAVEL ASPn4t CCMCREIE. "'So' ANo GRASS S 5Aw Cut EDGE Ewan SIDE (f REWRED) ,9L ONE OR Two a]NOUITS .. �AS REOUWm SEE SITE PIANs r SAND ENVELOPE SURfROOYMNt CONaAi 1 ,� UNDERGROUND CONDUIT scARE BARBED YwE— To LEAaI STRAND (TW.) TOF RAL E%aIxERWL xF10 To POST {TNCE FABPoC DOMERUIC wE1D FENCE POST /z souo TW cw. TEN.- wK HuvY oun DOTHETeNIc ]0 NQD wTl COd090N PAOIECACN. FENCE GROUNDING DETAIL 4 xo s cME GRADE GROMRO wRE DOTHETRI.0 MF].D a ouNo Rao TREAT .. DOTE COPPER —CLAD 02STEEL GROUND ROD .:EEL WE POLE rO EELEc.HT SEE E]IOR OOHT A PIMA TaR C0RR14RUAlR(kR I I �1 SERVICE POLE_ IRo scALE S' A. . TI' D® S..ED.LE SO PYC INSPECTION GRADE wELL WTN SCREIY CONE. — 1 E%OTHEF C RE1D GRaAD ROD TREAT WM ExaTE I + GROIARD 1wRE 3 a05PPP R—CLAD ST EL GROUND RO INSTA CATION FOR INSPECTION WELL TO EOSTING GtaINO I" TO MSTwc M HO LOOP r � I I PING L I 1 I I I I I 2 P�lACES AL SEANCE mECABlENSHEATH� EENCE POST CABLE TRAY SURGE ARRESTOR IN ETT ENCLOSURE CABIN GENERAL NOTE T. BORO ALL NETAL OBJECTS TO POLE CROUMWO SYSTEM. cFRVI POE -OD D NOTES OX DONOUCTORS F POLE TO UETEA INSTALLED BY CONTRACTOR. OONTRACTOR TO PRONDE SUTFTaENT CABLE TO REACH A ...— OF 31 ABOVE TETYINA TION LOCATIONS. AND RDJTE TO SEANCE OSCONNECT wTN- ouT A sPLNz O­TING BUSWNG USE DUCT SEAL TO RAKE wATEATIGHT. BY CONTRACTOR O% PIPE STRAPS. INSTALL AT NOT MORE THAN 3'-O' INIEIRYALS 6 No scu GROUNDING SYSTEM — SCHEMATIC DIAGRAM E co W W V T o '- cc Dwg or, BJW Dot.: 07-28-9 Sheet/: 8 0 0 0 1.8 QUALITY ASSURANCE PART 1 - GENERAL A MANUFACTURERS' QUALIFICATIONS: NOT LESS MAR THREE YEARS EXPERIENCE IN THE ACTUAL PRODUCTION 1.1 SCOPE OF ,WORK OF THE SPECIFIED PRODUCTS. A PROVIDE AlL LABOR. MAIEAIAL TOOLS, EQUIPMENT. TRANSPORTATION AND SERVICES NECESSARY FOR AND 8. NSTAUERS' QUALIFICATIONS FIRM WIN NOT LESS MAN FIVE YEARS EXPERIENCE W ME INSTALLATION INCIEHT& TO COMPLETION OF ALL NORM( S INDICATED ON THE DRAWINGS ANO/OR AS SPECBIED HEREIN. OF ELECTRICAL SYSTEMS AND EQUIPMENT SIMILAR N SCOPE AND COMPLEXITY TO THOSE REWWRED FOR MIS PROUECT. AND HAVING SUCCESSFULLY CONRETED AT LEAST TEN COYPMABLE SCARE PROJECTS. I.2 DRAWING USE AND INiEEVPPETATIGN A THE DRAWINGS ME DIAGRAMMATIC AND INDICATE THE GENER& ARRANGEMENT OF SYSTEMS -0 EQUIPMENT C. INCIDENTAL WON: PAINTING, PATCHING. Nf1DWG. CARPENTRY, T TEN CCML WORK AND NINE LIKE REQUIRED UNLESS INDICATED OMERWSE BY DIMENSIONS OR DETAILS. EXACT EQUPMENT LOCATIONS AND ROUTINGS. FOR WORK SHALL BE PERFORMED BY CRAFTSMAN SKILLED IN ME APPROPRIATE TRADE. ETC. SNAIL BE GOVERNED BY ACTUAL FIELD CONDITIONS AND/OR INSTRUCTIONS OF ME ENGINEER AND/Olt ONNd'S REPRESENTATIVE 0. ROPING: ANY WORK TO PENETRATE OR REPAIR ANY ROOF SHALL BE DONE BY THE ROOF MANUFACTURER'S CERTIFIED REPRESENTATIVE. 1.3 COMPLETE SYS""S A CEHERAL FURNSH AND INSTALL ALL MATERIALS AS REOUWED FOR COMPLEX SYSTEMS WHEIHEA SPECIFICALLY INDICATED OR NOT. ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED. TESTED. AOUJSTED AND DEMOSTRATED TO K READY FOR OPERATION N PRIOR TO OWNER'S ACCEPTANCE. 1.4 CODES AND REGULATIONS A GENERAL COMPLY WTH ALL GOVERNING FEDERAL STATE AND LOCAL LAWS, OkOINANCFS CODES RIDES AND REGAATIONS WHERE THE CONTRACT DOCUMENTS EXCEED THESE REOUIREMdTS, THE CONTRACT DOCUMENTS SHALL GOVERN- IN NO CASE SMALL WORK BE INSTALLED CONTRARY TO ON BELOW YNRAIY LEGAL STANDARDS B. UTILNIES: COMPLY NM AL APPLICABLE RILES. RESTRICTIONS.AND IREOWREMENTS OF THE UTILITY COMPANIES SERVING THE PROECT SITE/FACIUTIES. C. NON-COHPLIMCE, SHOULD ANY WORK BE PERFORMED 0604 IS FOUND NOT TO COMPLY NM ANY OF THE ��CGNTRACTOR SHALL PROVIDE ALL WORK AND PAY ALL COSTS NECESSARY TO CORRECT I.$ REFERENCE STANDARDS A AND LATEST PUBLISHED WHERE APSTANDARD OF ME PLICANT. AS MINIMUM OLLOWING REWNEYEN�AIIONS/ORGANIZATIONS SHALL BE FOLLOWED APPLIE1. DNS) AYEPo NATIONAL STANOARDS INSTITUTE. L ASAP) AMERICAN SOCIETY FON TESTNG AND MATERIALS. 1 ETL ELECTRICAL TESTING LABORATORY. M. INSULATED CABLE dCAREERS ASSOOATIW. S IEEE INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS. NATIGNI BOARD OF FINE UNDERWRITERS. 7. NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION. S. NESE NATIONAL ELECTRIC SAFETY CODE. 6. NAVON& FIRE PROTECTION ASSOCIATION. ICI (l1L) UNDERWRITER' LABORATORIES. 11. ) BUILDING OFFICIALS k CODE ADMINISTRATORS, I'L NEC) NATION& ELECTRIC& CODE 1.6 PERMITS A GENERAL OBTAIN AND PAY FOR ANY AND ALL PERMITS REQUIRED By ALL APPLICABLE AGENCIES PNdI TO COIWENCINC WORD. 1.7 SUBWTT&5 A REQUIRED SIBWTTNS INCLUDE: UST OF SUBCONTRACTORS: PRODUCT OATH: SDP ORANNGS: SAYRIES; TEST REPORTS; CERTIFICATIONS. WARRANTIES. MAINTENANCE MANUALS. RECORD ORAMtNGS AND VARIOUS ADMINISTRATIVE SUBLRTTAS. B. MUM OF COPIES THREE C. PRODUCT DATA: SUBIRT FOR ALL BASIC EQUIPMENT, DEVICES. AND MATERIALS TO BE USED ON ME FROECPRODUCT DATA dACRAMSS OFTAA11 3 XOMUFACYUARRTICOATHSBRE�MENTSNNIDSUFFICENi DETALAT 50 �ASS�TO TIQEARLT STANDARDS PARK EACH COPY 70 CLEARLY INDICATE PROPOSED PRODUCT. OPTIONS FINISHES ETC. D. MAINTENANCE MMUALS INCLUDE OPERATING AND MAINTENANCE DATA NCLL" ALL PRODUCT DATA/910P DRAWING SUBMITTALS AS WELL AS DESCRIPTIONS OF FUCTERISTICS AND LIMITATIONS. AMBER'S PRINTED NCTION NOIMAL OPERATING CHAIRSHOOATN4 REPAIR AOIUSTYENT.OUBLE FIMERGENCY INSTRUCTIONS AND COMPLETE REPLACEMENT PARTS LISTING E PROECT RECORD DOCUMENTS ACCURATELY RECORD ACTUAL LOCATIONS OF GROAIONG ELECTRODES BONDING CONNECTGNS AND ROUTING OF SYSTEM CONDUCTORS F. RECORO pOCIAIE7NIS INDICATE ACLU& INSTALLED LOCATIONS FOR AIL EQUIPMENT AND DEVICES. ROUTING OF MAJOR INTERIOR RACEWAYS, LOCATIONS OF AIL CONCEALED AND UNDER ERC-0 EQUIPMENT AND RACEWAYS. AND ALL APPROVED MODIFICATIONS TO ME CONTRACT DOCUMENTS, ANO DEVIATIONS NECESSITATED BY FIELD CONDITIONS AND CHANGE ORDERS 1.9 NSPEcno NS A. INSPECTIONS DURING ALLELELECTRICALL "0"" INSPON COMPLETIONTALLED UNDER MISCOIIRACT.PAY IN ACCORDANCE NM THE COSTS F� CONDITIONS OF ME CONTRACT. e. INSPECTIONS REQUIRED: AS PER TIE LAWS AND REGULATIONS OF THE LOCK AND/OR STATE AGENCIES HAVING JURISDICTION AT ME PROJECT SITE. G INSPECTION AGENCY: APPROVED BY THE LOCK AND/OR STATE AGENCIES HAVING JURISDICTION AT THE PROJECT SITE D. CERTIFICATES. SUBMIT ALL REWIRED INSPECTION CERTIFICATES E ROOF WORK: CONTRACTOR IS RESONSIBLE TO IDENTIFY ANY EXISTING ROOF DAMAGE AND/OR IEAI(S PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPOSBLE FOR CORRECTING ALL DAMAGE OR LEAKS FOUND AFTER CONSTRUCTION IS COMPLETED. 1.10 DELIVERY STORAGE AND HANDLING A PAOONG AND SHIPPING: DELIVER PRODUCTS N ORIGINAL UNOPENED PACKAGING, PROPERLY INDENTIFYD WITH MANUFACTURER'S IDENTIFICATION, AND COMPLIANCE LABELS. B. STORAGE AND PROTECTION: COMPLY WITH ALL MANUFACTURER'S WRITTEN RECOYYENOATIWS STORE ALL PRODUC IS IN A MANNER MARCH SHALL PROTECT MEN FROM DAMAGE WEATHER, ANO ENTRY OF DEBRIS. C. DAMAGED PRODUCTS GO HOT INSTAL DAMAGED PRODUCTS ARRANGE FOR PROMPT REPLACEMENT. I.IN MAINTAWNO SITE CONDITIONS A ME CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A NEAT AND ORDERLY PROJECT SITE REMOVE AND DISPOSE OFF SITE ALL RUBBISH. WASTE, UTTER. AND ALL FOREIGN SUBSTANCES. REMOVE PETRO- CHEMICAL SPILLS. SEAMS AND OMER FOREIGN DEPOSITS. RETURN ALL SURFACES TO ORIGINAL CONDITION. IA2 WARRANTIES A THE CONTRACTOR SHALL WARRANTY ALL GENERAL WORK FOR A MINIMUM OF ONE YEAR OR AS STATED ETSIWARE IN THE CONTRACT. B. RMANUOOF WARRANTY. � ROOF FA URER AND CONTRACTOR ROOFSK CM ACTOR SMALL OBTAIN WRITTEN VERIFILATON FROM ROOF MANUFSN� BE PERFORMED W FULL COMPLIANCE WN ACTURER THAT ME WARRANTY REMAINS VALID AFTER CONSTRUCTON IS COMPLETE A 1.13 TELEPHONE SERVICE: APPLICABLE 1.14 ELECTRIC SERVICE. APPLICABLE PART 2 - PRODUCTS 21 GENERAL A GENERAL REGWREIENTS ALL MATERIALS AND EQUIPMENT SHAL BE IN ACCORDANCE NM THE CONTRACT DOCUMENTS, AND STANDARD PRODUCTS OF ME VARIOUS YANUFACTURERES ALL ATEEN S MD EQUIPMENT TO BE NEW. CLEAN. UNOAYACCO, AND FREE OF DEFECTS AND COMMON. S. ACCEPTABLE PRODUCTS: THE PRODUCT OF A SPECIFIED OR MPROVEO MANUFACTURER WILL BE ACCEPTABLE ONL YENTSY WEN NATPOF E CODUCT CTOMDOCUYMTS. OR IS MODIFIED AS NECESSARY TO COMPLY C. CON ON ITEMS: WERE MORE MAN ONE O ANY SPECIFIC ITEM IS REQUIRED. ALL SHALL BE OF THE SAME TYPE AND MANUFACTURER. D. UL USING AIL MATERIALS AND EQUIPMENT SHALL BE UNDERWMTERS' LABORATORIES (UL) LISTED AND LABELED. WHERE UL STANDARDS AND LISTINGS EXIST FOR SUCH YATERU S ORE W 2.2 SOIL YAt MALS Ed A ANNGRADED I NAnjR�Y OR OF NATURAL OR CRUSHED GRAVEL, CRUSHED STONE CRUSHED SLAG. OR ATURK OR CRUSHED SAND,E V B. DRAINAGE FEE: WASHED, EVENLY GRADED MIXTURE OF CRUSHED STONE OR CRUSHED OR UNCRUSHEO GRAVEL WTH IM PERCENT PASSING A 1-1/2 INCH SIEVE. AND NOT MORE THAN 5 PERCENT PASSING NO. 4 SIEVE. C. 8ACKFILL AND FILL MATERIALS: YATERALS COMPLYING WITH ASTM D2N87 SOIL CLASSIFICATION GROUPS GW. OP. GY. Su SW. ANO SP FREE OF CLAY. ROCK, OR GRAVEL LARGER MAN 2 INCHES IN ANY OWENSION. DEEMS. WASTE. FROZEN MATERIALS, VEGETABLE, ANO OTHER DELETERIOUS MATTER 2.3 RACEWAY SYSTEMS A RACEWAY SING: AS REQUIRED BY NEC (MINIMUM) WM OVFR9ZE'D RACEWAYS AS WOCATM M DRAWNGS. MINIMUM CONDUIT SIZE: ]/h NON. UNLESS INDICATED OTHERRWSE B. RACEWAY TYPES RIGID Q&VAIZED STEEL CONDUIT, ELECTRICAL METAWC ILA G (FATE. FLEXIBLE STEEL CONDUIT, UOUID-TIGHT FLEXIBLE STEEL CONDUIT AND SCHEDULE Q HEA WALL ANNO SCHEDULE BID Fj(TRW-MUVYWALL RIGID NON-METMLC (PVC) CONDUIT, CONFORMING TO APPLICABLE ANSI, HEMA AW UL STANDARDS, T1 C. FITTINGS ALL RACEWAY FITTINGS ( O BE STEEL OR �E NIR RICD MPLICAI�ION p1TFlWT12 T TO BE COYPNESSION YKIEANE O�LONN(. SAND UL-US1ESl FOR GAN ARE ED D. {��ARE BO%RR(DH 9NCE1 GMNC1 1:5 OR COVER. MINIMUM DEPTH: S TWO-GANG MASONRY Y�ENOU CAPACITY: 21 CUBIC INCHES. E CURET BOXES (SURFACE MOUNTED} CADMIUM PLATED CAST OR MALLEABLE IRON. F. PULL AND JUNCTIGN BOXES. AND N((REWAYS, USE AS INDICATED AND REWIRED. JUNCTION AND PULL eOXE5CGNS1RIUCTOH. WNIYUNOSWSEARE BY IOCA/SONS) i0NSEi1H SCREW-ON20VERS CNREwAGE SYSR TO BE UL LISTED. SHEET STEEL CONSTRUCTION WITH SIYtEWD-EEOMFP COVENS. fOR E%1EAIOR AND DAMP OR NET INDOOR LOCATIONS USE BOXES AND WREWAYS APPROVED FOR SUCH USE. G PIPE SLEEVES MOD STEEL CONDUIT OR IRON PIPE H. CONDUIT SEALS FOR CA{T-IN-PEACE CGNORET� APPLICATIONS: ACCEPTABLE YANUFACTUF1ElRi O_ _ Z/_CEDNEl TYPE ;W IINNOFALINE CORP. UNI[ SEAL' NM •LINK SEAL WALL SIFEVF.' FOR CORE ;;RICO AND PRE -CASs OPENING MPLICATIGNS ACCEPTABLE YAMIFACNRERS: O-2/IA'EDNEY HYPE CSYI• THUHOERUNE CORP. LINK SEAL' I. SWEEPS: ALL SWEEPS FOR COMMUNICATION EQUIPMENT OR INTO CONCRETE PAD SHAL BE 24' RADIUS LA CLA55 WIRE CONDUCTORS - SOO VOLT AND BELOW A GENERAL SINGLE-CDNOUCTOR 96R CGNDUCTVITY. ANNEALED. UNCOATED COPPER CONDUCTORS NTH 600-MDT RATED TYPE 'TNNN� WN' RNSULATIGN. B. CONNECTORS NYLON SHELL INSULATED METALLIC SCREW -ON CONNECTORS FOR /I h/10 AWG, AN BOLTED PRESSURE OR COMPRESSION TYPE LUGS AND CONNECTORS NTH INSUUIMG CAVERS FOR /B AND AND LARGER. 2.5 HANGERS AND SUPPORTS A GENERAL ALL HANGERS SUPPORT1S5,, FASTENERS AND HARDWARE SHALL SE ZINC -COATED OR OF EQUIVALENT OORRO9GN RESSTANCE BY TREATMENT OR INHERENT PROPERTY, AND SHALL BE MANUFACTURED PRODUCTS DESIGNED FOR THE APPUCATW. PRODUCTS FOR OUTDOOR USE SHALL BE HOT DIP GALVANIZED. B. TYPES HANGERS STRAPS RISER SUPPORTS CUTUPS U-CHANNEL THREADED RODS, ETC. AS INDCATED OR REQUIRED. 2.6 ELECTRICAL IOENTIFICATGN A NAMEPLATES: THREE -LAYER LAYINATEO PLASTIC NM MINIMUM ]/16' HIGH 'MITE ENGRAVED CHARACTERS ON SLAG( BACK(WWNO, AND PUNCHED FOR MECHANICAL FASTENING. FASTENERS SELF -TAPPING STAINLESS -STEEL SCREWS OR NUMBER 10-32 STANIMESS STEEL MAGNINE SCREWS WTH NUTS AND MT AND LOG( WASHERS. B. MOERGROUND WARNING TAPE, SIX-INCH MOE POLYETHYLENE TME. PERMANENTLY BRIGHT COLORED NTH CONTINUOUS -PRINTED LEGEND INDICATING GENERAL TYPE OF UNDERGROUND LINE BELOW AND 'CAA TON.' COLORS AS FOLLOWS: 1. RED - f]ECTRIC 2. ORANGE - COMJLUNICATIGNS C YARNING PENS: PERMANENT, 1(ATE OF. QUICK DRYING BLANK INK. ACCEPTABLE MANUFACTURERS: SANFORD FINE POINT 'SHARPIE, OR EQUAL D. WIRE TAGS VINYL OR VINYL -CLOTH SELF-ADHESIVE WNMARQUND TYPE INDICATING APPROPRIATE cIRWIT NUMBER, ETC. 0W9 BY. `qw BJW Dab: 07-28-99 Shs6f/: 9 0 0 0 17 OECMIC SERMCE A MATERIALS - REFER TD DRAW- MHO APPLICA9LE SP-CATKri,. 16 ENCLOSMES A DRY L0:ATION. INDOLR - NEMA 1 B. WET LOCABON d OUTDOOR - NEMA 3R 2.10 SAFETY SWITCHES A GENERAL: HEAVY DUTY. HORSEPOWER RATED, FULLY ENCLOSED, FUSIBLE (HIM RE.ECTION FUSE CUPS) OR NON -FUSED AS INDICATED, OUKK-MAKE OWCR BREAK SWTCMG MECHARSM INTERLOCKED WTH COVER, AND NEMA-1 ENCLOSURE FOR DRY LOCATIONS. AND NEMA-M ENCLOSURE FOR OUTDOOR LOCATIONS. UNLESS INDICATED OMETRWSE SWTCHES TO BE LABELED AS 'SUITABLE FOR USE AS SERVICE ENTRACE EQUIPMENT,' WHERE REQUIRED. M RATINGS VOLTAGE, PHASES AMPERAGES AND FUSNG AS INDICATED. C IN ME FUSED CONFIWRATIW, SWITCHES SHALL HAVE AN INTERRUPTING CAPACITY OF AT LEAST 100.000 AMPS SYMMETRICAL AT SIX HUNDRED 6W) VCLTS WHEN NTH GL USED NTH RK-5 WE DELAY CURRENT UNITING FUSE 0. GUARDS UK SHIELD WARDS TO PREVENT CONTACT NTH LIVE PARTS E CONTACTS SILVER ALLOY, SWITCH BLADES SHALL BE DE-ENERGZED IN THE OPEN POSITION. F. LUGS SOLDE76ESS TYPE C. REJECTION FUSE CUPS PROVIDE FOR FUSIBLE SWITCH E S (M-600A) TO PREV£TIT THE INSTALLATION OF CLASS H _0 GLASS K NON-CURREITT-UWMNG FUSES H ACCEPTABLE MANUFACTURER:ECT GENERAL ELRIC, SQUARE D, SOJMS. 2.11 GROUNDING A SYSTEM OESCRIPT N: GROUNDING NETWORK SYSTEM SHALL ESTABLISH A FARM -RESISTANCE TO THE REFERENCE GROUND POINT NOT TO EXCEED 5 CHMS FOR BUILDING. CCNSISTTNG OF BONDING OF STRUCTURE AND OTHER METAL OB..ECTS; GROUNDING ELECTRODES; AND INTERCONNECTING CONDUCTORS B. IA AL, INDICATED AS FOLLOWNG, 1. GROUND RODS 5/B'A GK fO-0' LONG NPPER GLAD, GRWNO ROD OR AT GROUND W 10'-V STRAIGHT SHAFT TYPE 2. PROTECTIVE BOX: 5' OA X 12' LONG SCHEDULE SO PVC PIPE WTH SCREW COVER. 3. CONDUCTORS COPPER SMANDED OR SOLID TINNED BARE SZE AS WOICATED. 4. GRWNO WIRE CLAMPS: HEAVY DUTY CLAMPS AS MANUFACTURED BY BURNDY. S WEDS HEAVY DUTY EXOTHERMIC WELDS AS MANUFACTURED BY CADVaD. WELDS SHALL I BETS oOTECTED FROM CORROSION AS MANUFACTURED BY ZRC CHEM PROD6. CONNECTIONS 1) USE DOUBLE HOLE LUGS FOR ALL MECHANICAL CONNECTIONS 2) INSTALL GROUND DROPS ON ME BACK OF THE GROUND PLATE ALL GROUND DROPS WILL HAVE SEPERATE BOLTED ON CONNECTIONS USE STAINLESS STEEL BOLTS NUTS AND STAR WASHERS ON BOTH SIDES OF GROUND PLATE 112 ORCWT BREAKERS A GENERA: MOLDED CASE NTH THERMAL AND MAGNETIC TRIPS UNLESS INDICATED _ OIMERWSE MINIMUM 14,000 AMPS INTERRUPTING CAPACITY, HIGHER RATINGS AS INDICATED OR REWIRED BY AVAILABLE FAULT CURRENT. BOLT ON TYPE 2.13 FUSES A UL MSS RK-S, 250 VOLT OR 60() VOLT AS REWIRED FOR SYSTEM VOLTAGE. DUAL ELEMENT, MIE DELAY, CURRENT LIMITING. 200.000 MC. AMPERE RATINGS AS INDICATED. B. ACCEPTABLE MANUFACTURERS BUSSMANN 'FUSEMON'; OR EQUAL BY GOULD SHAWMUT. 2.14 PANEIBOARDS A. GENERAL 1. TWO -ROW, BOLT W CIRCUIT BREAKER WM MANS. RATINGS AND BRANCH DEVICES AS INDICATED. 2. MINIMUM 10.00O NC. FOR 208V. 14,000 AC. FOR 480V. 3. LOCKABLE COVER. COPPER BUSS. 4. PANEL BOARDS SHALL HAVE MAN CIRCUIT BREAKER (LOCKABLE W ON h OFF POSITIONS). 5- COPPER BUS BARS (ALUMINUM CCIPONENTS IN ELECTRICAL DEVICES IS PROHIBITED). ISOLATED NEUMAL BUS AND LL SIZE GROUNDING BUS B. ACCEPTABLE MANUFACTURERS: SQUARE D. SEIMENS ITE, OR EQUIVALENT. 2.15 DEVICES A SWITCHES: 20AMP, 120-277 VOLTS AC. ONLY, TOGGLE TYPE, SINGLE POLE OCUBLE POLE, THREE WAY OR FOUR WAY AS WDICATED OR REWIRED. B. RECEPTACLES 20AMP. 125V. NEMA 5-20R DUPLEX TYPE INDOOR MOUNTED USE STAINLESS STEEL COVER, OUTDOOR OR WET LOCATION MOUNTED USE DEVICE RATED FOR USE. PROVIDE GFCI TYPE WITH SCUD STATE GROUND FAULT SENSING a 5 MA TRIP FOR OUTDOOR OR WET LOCATIONS. 2.16 CABLE MAT A GENERAL.: PROVIDE A COMPLETE CABLE MAY SYSTEM WITH BENDS FITTINGS, AC'CESSOMES. ETC. AS REQUIRED OR INDICATED. 8. DESCRIPTION: ALUMINUM ALLOY CONSTRUCTION TYPE: LADDER WIN 12' MAX. SPACING DEPM: MINIMUM 4' WON: AS INDICATED MDRAWINGS (MINIMUM 12'HOR12ONAL RUNS - MINIMUM 6' VERTICAL RUNS). SUPPORT SPAR: B FOOT MINIMUM UW ccc OTHERWISE NOTED LOADING: 100 IDW/N RADIUS: M MINIMUM, SMALLER MAY BE PERMITTED IF APPROVED BY OWNER COVER: VENTILATED .063 ALUMINUM. PROVIDE WHERE INDICATED C. GROUNDING BOND ALL MAY SECTIONS USING /2 AM BARE COPPER GROUND D. ACCEPTABLE MANUFACTURERS NEWTON INSTRUMENTS OR EQUIVALENT. Z17 SMMDKE DETECTOR A GENERAL UL LISTED. N APPROVED. PHOTOELECTRIC ION12A7IO14 (WIM NC DRY CONTACTS) AREA SMOKE DETECTOR. POWER: 120VAC CONTACTS 01AL SA 120V CONTACTS 2.18 SERMCE ENTRANCE WEATNEAHEAD A GENERAL PROVIDE WATER TIGHT CHIMP TYPE SERMCE ENTRANCE HEAD NTH ALL ASSOCIATED HARDWARE CROUSE-NwOS MODEL F636. PROVIDE SUPPORTING WY CLAMP AS NEEDED BASED ON UTILITY CABLE TENSW. 2.19 SUB -METERING A ACCEPTED MANUFACTURERS: SQUARE 0 COMPANY OR EQUIVALENT. �� PART 3 - EXECUTIONW A ME INSTALLATION OF ALL CSHALL RE IN ACCORDANCE WITH THE INTENT OFTHECONTRAACTT DOCUMd TS. W B. INSTALLATION REWMEMENTS ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED AS RECOMMENDED BY ME RESPECTIVE MANUFACTURERS. BY MECHANICS EXPERIENCED AND SKILLED W THEIR PARTICULAR TRACE, 1. A NEAT AND MRKMANLIKE MANNER, N ACCORDANCE MEN ME STANDARDS OF ME TRADE. AND SO AS NOT TO VOID ANY WARRANTY OR UL USTMG. C. ADMINISTRATION AND SUPERNSON: ALL WORK SHALL BE PERFORMED UNDER ME CONTRACTOYS DIRECT SUPERVISION. USING SUFFICIENT AND QUALIFIED PERSONNEL AS NECESSARY TO COMPLETE ME WORK IN ACCORDANCE WEN ME PROGRESS SCHEDULE THE CONTRACTOR SHALL ASSIGN ONE OR MORE COMPETENT SUPERVISORS WHO SHALL HAVE AUMORITY TO ACCEPT AND EXECUTE ORDERS AND WSTRUCTIONS. AND WHO SHALL COOPERATE WM THE OTHER CMMACTORS AND SUBCONTRACTORS. ME ENGINEER AND OWNER IN ALL MATTERS TO RESOLVE CONFLICTS AND AVOID DELAYS, 0. UNFINISHED AND FINISHED AREAS: FOR THE PURPOSES OF MESE ELECTRICAL WECFICATIOHS. 'UNFINISHEDAREAS SHALL INCLUDE MECHANICA ELECTRICAL AND TELEPHONE EQUIPMENT ROOMS. ALL OTHER AREAS SHALL BE CONSIDERED 'FINISHED' SPACES, UNLESS INDICATED OR APPROVED OTHERWISE. E IN DNFINISHEU AREAS RACEWAYS, EQUIPMENT AND DEVICES MAY BE INSTALLED CONGEALED OR EXPOSED, UNLESS INDICATED OTHERWISE F. IN BOXES AREAS AND DEVI ALL RACEWAY AND FLUSH MOUNT ALL ELECTRICAL BOXES EQUIPMENT. ARID ODED C UNLESS INDICATED OR APPROVED OTHERWISE THE SPACE ABOVE SUSPENDED LERMGS CR BEHIND FURRED SPACES IS THESE AREAS FNISHED AREAS AND EIECTRN:AL MATERIALS INSTALLED WMIN THESE AREAS ARE CONGEEAED CONCEALED. G. MIMMUM MOUNTING HEIGHT: INSTALLQ. UGHIMG FIX) EXPOSED RACEWAY AND ALL OTHER EQUIPMFLOOR dU1MF5S INDICATED OR APPROVED OTHERWISE. ARO EXCLUDINWTH NOT LESS THAN 7'-S' G RACEWATO FWISHED AND EQUIPMENT MOUNTED ON WAILS H. DIMENSIONS AND CLEARANCES FIELD LL ELD MEASURE ADIMENSIONS AND CLEARANCES Z AFFECTING ME INSTALLATION OF ELECTRICAL WORK. IN RELATION TO ESTABLISHED DAMP, BUILDING OPENINGS AND CLEARANCES. AND WORK OF OTHER TRADES AS CONSTRUCTION PROGRESSES. cc 3.2 EXAYWATION A CONDITIONS VERFlGMIN: EXAMINE THE AREAS AND CONODONS UNDER WHICH THE WORK IS TO BE PERFORMED, AND IDENTIFY ANY CONDITIONS DETRIMENTAL R TO ME PROPER AND TIMELY COMPLETION OF ME WORK, DO NOT PROCEED UNTIL UNSADSFALTOFY CONDITIONS HAVE BEEN CORRECTED. h \J V 1 3.3 COORDINATION A GENERAL SEQUENCE COORDINATE AND INTEGRATE ME INSTALLATION OF ALL MATERIALS AND EQUIPMENT FOR EFFICIENT FLOW OF WORK, IN CONKMCTION WITH THE OTHER MADES. REVIEW THE DRAWINGS FOR WORK OF ME OTHER TRADES AND REPORT AND RESOLVE MY DISCOVERED DISCREPANCIES. PRIOR TO COMMENCING WORK. B. COOPERATION: COOPERATE WITH THE OTHER CONMACTGRS AND INDIVIDUAL v/ DISCIPLINES FOR PLACEMENT, ANCHORAGE AND ACCOMPUSHMENT OF ME WORK.' Q _! RESOLVE FEREN INTERCES BETWEEN WORK OF OTHER DISCIPLINES OR CONTRACTORS PRIOR TO COMMENCING INSTALLATION. C. SUPPORTS AN O SLEEVES COORDINATE THE INSTALLATION OF REWIRED SUPPORTING o DEVICES AND SLEEVES TO BE SET IN PMRED-IN-PLACE CONCRETE AND OTHER STRUCTURAL COMPONENTS AS THEY ARE CONSTRUCTED. D. cc OBSTACLES AND INTERFERENCES WHEN INSTALLING EQUIPMENT AND RACEWAYS, PROVIDE OFFSEM FITTINGS ACCESSORIES AND CHANGES IN ELEVATION OR LOCARON AS NECESSARY TO AVOID OBSTACLES AND INTERFERENCES, PER ACTUAL FIELD CONOMONS 3.4 EQUIPMENT PROTECTION A PROTECT ALL EOUPIM T. AND MATERIALS AND WORK FROM THE MEANER ELEMENTS. PAINT, MORTAR, CONSTRUCTION DEBRIS AND DAMAGE UNTIL PROJECT IS SUBSTANMALLY C0MPLEM REPAIR, REPLACE, GLEAN, AND RETURN TO ORIGINAL CONDITION ALL DAMAGE AREAS. EQUIPMENT, UTILITIES. ETC.. WORK SO AFFECTED. D.p ay: 3.5 LAYOUT BJW A GENERAL INSTALL MATERIALS AND EQUIPMENT LEVEL AND PLUMB, AND PARALLEL AND PERPENGWLAR TO OTHER BUILDING SYSTEMS AND COMPONENTS WHERE INSTATED EXPOSED. B. SERVICEABILITY: INSTALL EQUIPMENT AND RACEWAYS, ETC. TO READILY FACILITATE SERVICING. MMAWIENAN(E ANO REPAIR OR REPLACEMENT 07-28-99 OF COMPONENTS, AND SO AS TO MINIM12E INTERFERENCE WITH OTHER EOUIPMdT AND INSTALLATIONS. G. CLEARANCES: PR10R TO COMMENCING WORK. VERIFY THAT ALL SKIN/: EQUIPMENT WILL ADEQUATELY FIT AND CONFORM TO THE INDICATED AND CODE 'O REQUIRED CLEARANCES, IN ME SPACES INDICATED ON THE DRAWINGS. IP REARflANGEYdT IS REWIRED, SUBMIT PLAN AND ELEVATION DRAWINGS OR SKETCHES INDICATING PROPOSED REARRANGEMENT, FOR ME ENGINEER'S APPROVAL DO NOT REARRANGE WITHOUT EXPRESS WRITTEN PERMISSION OF ME ENGINEER. 0 0 0 LAYING CUT WMX. GIVE TY FIRST TO COMMUNICATIONS D WRING AND NEXT TOpSTEM AND CONDENSATE UNESS.. SANITARY UNES, MAIN LINES. FIRE PROTECTION PIPING AN SLEET METAL DUCT WORX PROVIDE OFFSETS AS REWIRED TO AVOID CONFUCM RESOLVE ALL CMFUCTS BEFORE COMMENCING INSTALLATION. 3.6 GLIN TING HpCHTS A GENERAL INDICATED HEIGHTS ARE MEASURED FROM ME CENTER OF ME DEVICE WTLET BOX TO FINISHED FLCM OR GRADE. UNLESS INDICATED OTHERWISE. REQUEST INSTRUCTIONS FOR MOUNTING IUGH S NOT INDICATED. B. DEVICES: SWTCHES - R8' A(F. IF I THERMOSTATS- b AFC. 17 HOLES. SLEEVES AND OPENINGS A GENERAL PROVDE ALL HOLES. SLEEVES AND OPENINGS REWIRED FOR ME COMPLETION OF WORK AND RESTORE ALL SURFACES DAMAGED, TO MATCH 9URROUNOGNG SURFACES. MAINTAIN INTEGRITY OF ALL FIRE AND SMOKE RATED BARRIERS USING APPROVED FIRESTOPPING SYSTEMS. MIEN CUTTING HOLES OR OPENINGS OR INST.YLNG BEEVES GO NOT WT. DAMAGE OR DISTURB STRUCTURAL ELEMENTS OR REINFORCING STEEL UNLESS APPROVED, IN WRITING. BY ME PRO.ECT STRUCTURAL ENGINEER. e. CONDUIT PENETRATIONS SIZE CORE DRXIm HOLES SO MAT M ANNULAR SPACE OF NOT LESS THAN 1/A' ANO NOT YORE MANOU 5 LEFT AROUND THE CONDUIT, PIPE ETC. MIEN OPENINGS ARE C IN UEU OF CORE DRILLED, PROVIDE SLEEVE In ROUGH OPENING. SIZE SLEEVES TO PROMOS MO ANNULAR SPACE CF NOT LESS MAN VA' AND NOT MORE MAN I' AROUND ME CONDUIT. PIPE ETC PATCH AROUND SLEEVE MATCH 9URROUNONC SURFACES 3.8 CUTTING AND PATCHING A GENERAL PROVIDE ALL CUTTING, DRILLING. CHASING. FITTING AND PATCHING NECESSARY FOR AMOMPU9HING ME WORK, THIS INCLUDES ANY AND ALL WORK NECESSARY M. UNCOVER WORK TO PROVIDE FOR ME INSTALLATION OF ILL-TIMED WORK; REMOVE AND REPLACE DEFECTIVE WORK AMC MARK NOT CCNFORMNG TO IICE RECUR OF ME CONTRACT DOCUMENrs WSTAU. EQKPMENT AND MATERIALS W EXISTING STRUCTURES; N ADDITION f0 MAT REWIRED DURING THE NORMAL COURSE O CONSTRUCTION, B. BUILDING TR SUCTUBE- DO NOT ENDANGER ME INTEGRITY OF THE BUILDING STRUCTURE BY CUTTING. DPoll1NG ON OTHERWISE MODIFYING ANY STRUCTURAL MEMBER. WITHOUT SPECIFIC APPROVAL` DO NOT PROCEED WITH MY STRUCTURAL MODIFICATIONS UNCUT MITTEN PERMISSIN O ME PROJECT STRUCTURAL ENGINEER. C. REPAIRS: REPAIR ANY AND ALL DAMAGE TO MOB( OF OTHER TRADES CAUSED BY CUTTING AND PATCHING OPERATIONS USING SKILLED MECHANICS OF ME TRADES INVOLVED. 1I UNDERa+WND ELECTRICAL WORK A GENERA: PERFONM ALL EXCAVATING TRENCHING AND BACKFlWNG, ETC. AS INDICATED OR REWIRED FOR ME INSTALLAIION OF ALL UNDERGROUND ELECTRICAL WDRX. COORDINATE WORK YIN OTHER TRADES AND VERIFY EXISTING UNDERGROUND SEANCES AND CONDITIONS B. CONDUIT WRIAL DUN: M' BELOW FINISHED GRADE. UNLESS INDICATED OTHERWISE ALL EXCAVATION AND BURIAL DEPTHS INDICATED ARE BELOW FINISHED GRADE G EXCAVATING DO NOT EXCAVATE BELOW REWIRED DEPTH. EXCEPT AS NECESSARY FOR REMOVAL OF UNSTABLE SCIL OR WHEN ROCK( IS ENCOUNTERED. WHEN ROCK IS ENCOUNTERED. (IICAVATE SIX INCHES BELOW ME REWIRED DEPTH AND BACKFILL WITH A —.UM 6 LAYER OF CRUSHED STME OR GRAVEL BETWEEN ROCK BEARING SURFACE AND ME ELECTRICAL INSTALLATION. STOCKPILE SATISFACTORY EXCAVATED MATERIALS WHERE DIRECTED. UNTIL REWIRED FOR BACKFlWNG. REMOVE AND LEGALLY DISPOSE O EXCESS EXCAVATED MATERIALS AND MATERIALS NOT SUITABLE FOR BACKFILL USE SCORE AND BRACE AS REWIRED FOR STABILITY OF EXCAVATION. REMOVE SNORING AND BRACING MIEN NO LONGER REWIRED. WHERE SHEETING IS ALOWED TO REMAIN, WT TON OF SHEETING OFF AT M ELEVATION OF SO' BELOW FINISHED MAN: D. TRENCHING OUT ALL TREWHI S NEATLY AND UNIFORMLY AND W AS TO PROVIDE AMPLE WORKING ROOM AND AT LEAST SIX INCHES CLEARANCE ON BOTH SIDES OR AS INDICATED TAKE NECESSARY PRECAUTIONS WHEN WORKING HEM EXISTING UNDERGOUND UTILITIES AND COORDINATE WITH THE INSTALLATION O CONCURRENT UTILITIES BY OMER TRADES UNLESS INDICATED 0 CRUSE. PITCH ALL CONDUT RUNS DOWNWARD AWAY FROM BUILDINGS. MANHOLES, AND PAD MONIED EQIPMENT. EXCAVATE TRENCHES TO DEPTH INDICATED OR REQUIRED. UNIT LENGTH O OPEN FRENCH O MAT IN WHICH INSTAlATIMS CM BE MADE AND TRENCHES B7FXL WIMW ME SAYE DAY. E. SAND ENVELOPL INSTALL A /YWYUM ENVELOPE OF THREE INCHES (OP. BOTTOM, AND SIOES THREE INCHES ANTS EACH OF FINE GRAN SAD MOUND ALL f1ECTRICAL CABLES D CONDUIINSTALLED BELOW GRADE UNLESS INDICATED ONERWSE F. PREPARADON FOR BACKFILLING: BACXFILL EXCAVATIONS AS PROMPTLY AS WORK PERMITS, BUT NOT UNTIL COMPLETION OF INSPECTION. TESTING. APPROVALS. D RECORDING OF UNOMR ND UTILITY LOCATIONS PRIOR TO BACKFlWNG. REMOVE ALL CONCRETE FORM WORK, SNORING. BRACING. TRASH AW CEBRIS C. BACKFILLING: USE ONLY APPROVED MATERIALS FREE FROM BOULDERS, SHARP M CTS AND OMER UNSUITABLE MATERIALS. MATCH ME FINAL ELEVAIONS AND MATERIALS OF AREAS AFFECTED BY EXCAVATING, TRENCHING AND BACKFlWNG. REPLACE CONDUIT AND CABLES DAMAGED BY IMPROPER BACKFILIING. REPLACE SURFACE MATERIALS TO MATCH EXISTING SURFACE MATERIALS IF NO OMER UTLtt OR SITE WORK IS BEING DONE IN AREA. PLACE SPECIFIED SOIL MATERIALS IN R' - 8' LAYERS TO REWIRED SUBMADE ELEVATIONS. H. BACKFT PLACEMENT: PLACE BACKFILL AND FILL MATERIALS IN LAYERS OF NOT MORE MAN 8' IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HEAVY EQUIPMENT, AND NOT MORE NM A' IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HAND -OPERATED TAMPERS. BEFORE COMPACTION. MOISTEN OR AERATE EACH LAYER AS NECESSARY TO PROVIDE OPTIMUM MOISTURE CONTENT. COMPACT EACH LAYER TO REQUIRED PERCENTAGE OF MAXIMUM DRY DENSITY OR RELATIVE OR Y DENSITY FOR UCH AREA CLASSIFICATION SPECIFIED BELOW. W NOT PUCE BACKFILL OR FILL MATERIAL ON SURFACES MAT ARE MUDDY, FROZEN. OR CONTAIN FROST OR ICE PUCE BACKFILL AND FILL MATERIALS EVENLY ADJACENT TO STRUCTURES PIPING. AND EQUIPMENT O REWIRED ELEVATIONS. PREVENT DISPLACEMENT OF RACEWAYS AND EQUIPMENT BY CARRYING MATERIAL UNLFORWY AROUND THEM TO APPROXIMATELY SAME ELEVATION IN EACH UFT. 3.10 RACEWAY SYSTEMS A RACEWAY TYPES UNLESS INDICATED OTHERWISE, USE RACEWAY TYPES AS FOLLOWS 1. INDOORS: USE EXPOSED RIGID GALVANIZED STEEL CONDUIT BELOW FOUR FEET ABOVE FINISHED FLOOR WHERE SUBJECT TO PHYSICAL DAMAGE EMT SURFACE EMT SURFACE RACEWAY MAY BE OW ROM SLAB: (USED WHERE NOT SUB,ECT TO PHYSICAL DAMAGE i IINCH SIZE RIGID NON YETNLC COWu T. 5MNB MUM UP USW SCHEW& W�PVCU 50 E190WS 3. OUTDOORS, BELOW GRADE (MINIMUM 3/♦-INO1 SIZE). Stl1EWLE 10 RIGID NCH -METALLIC CONDUIT. S&l Ul USN- WGO GALVANLZED STEEL EBOWS. FOR AC. CONDUIT ONLY. FOR ALL OTHERS PVC ELBOWS ACCEPTED. A. OUTDOORS EXPOSED: RIQD GALVANIZED STEEL CONDUIT AND TYPE PVC SCHE AO SUNLIGHT RESISTANT MERE NOT SUB.ECT TO PHYSICAL DAMAGE S FLCuBLE STEEL CONDUIT: USE (IN DIRT LOCATIONS ONLY) AND FOR FINAL CONNECTIONS TO RECESSED LIGHTING FIXTURES AND BETWEEN CUTLET BOXES W METAL SOD PARTITIOS 6. UQUID-TIGNT FLEXIBLE STEEL CONDUIT: USE WHERE FTEIUBLE STEEL CONDUIT CONNECTIONS ME REWIRED IN MY. DAMP, WET OR OILY LOCATIONS FOR CONNECTONS TO MANSFORYERS VIBRATING EQUIPMENT MO EQUIPMENT REWIRING INaR AD.ASTMENIS IN POSITIONS MID FM FINAL CONNECTiCNS TO ALL MOTORS AN O SIMILAR EQUIPMENT. Z. TELEPHONE SERVICE: EMT OR MS CONDUIT AS INDICATED. MINIMUM SIZE CONDUIT I INCH. B. RACEWAY RNLI NG` AS REWIRED BY JOB CONDITIONS UNLESS SPECIFIC ROUTES OR DIMENSIONED POSITIONS ARE INDICATED ON THE DRAWNGS. INSTALL TORT TO SLABS, BEAMS AND JOISTS WHEREVER POSSBLE. ROUTE EXPOSED CONDUIT, AND CONDUIT INSTALLED ABOVE CEILINGS, PAR AIEL OR PERPENDICULAR TO WALLS CEILINGS AND STRUCTURAL MEMBERS INSTAL TO MAINTAIN MINIMUM HEADROOM AND O PRESENT A NEAT APPEMAHCE RUN PARALLEL RACEWAYS TOGETHER WITH BENDS MADE FROM SAME CENTER LINE. VERIFY EXACT LOCATIONS OF ALL RACEWAYS PULL BOXES AND AUNCTION BOXES RESOLVE MY CONFLICTS BEFORE INSTALLATION. DO NOT INSTAL HORIZONAL CONDUIT RUNS BELOW T-8' AFF IN EXPOSED LOCATIONS C. RACEWAY INSTALLATION: WT CONDUIT ENDS SQUARE USING SAW OR PIPECUTTFR MD REM EACH WT ENO SMWN. CAREFULLY MARE ALL CONDUIT BENDS AND OFFSETS SO MAT ME INSIDE DIAMETER OF PIPE IS NOT REDUCED. MAKE BENDS SO MAT LEGS ME IN THE SAME PLANE MAKE OFFSETS SO MAT LEGS ME IN ME SAME PLANE AND PARALLEL PROTECT STUB -UPS FROM DAMAGE, A AND CAREFULLY RIM D MIEN NECESSARY. 0. FITTINGS: MAKE UP ALL RACEWAY FITTINGS TIGHT SO MAT FINAL INSTALLATION O RACEWAY, FITTINGS AND ENCLOSURES CONSTITUTES A FIRM MECHANICAL ASSEMBLY MO A CONTINUOUS ELECTRICAL CMWCTM MERE REQUIRED. PROVIDE BONDING JUMPERS TO ASSURE ELECTRICAL CONTINUITY. PROVIDE INSULATING WSHINGS ON CONDUIT TERMINATIONS. E PROTECTION: PROTECT ALL RACEWAYS ENQOSURES MO EQUIPMENT DURING MATTERR. FREE TION TCL FREVENT ENTRY OF OGGED CONDO TS OF ALL OBS�TRUCC"T". OR REPLACE, PRIOR TO PUWW WIRE. DO NOT P— WRE WITHIN BUILDINGS UNTIL BUILDINGS ME COMPLETELY ENCLOSED. F. BOXES INSTALL ALL OUTLET. PULL MD .LNCTION BOXES RITXDLY. PLUMB AND LEVEL SUPPORT AND SECURE BOXES INDEPENDENTLY FROM CONDUITS TERMINATING AT BOX. INSTALL ALL BOXES SO AS TO BE ACCESSIBLE AND W MAT COVERS MAY BE EASILY REMOVED. G CONDUIT SEALS: INSTALL CONDUIT SEAL FOR EACH CONDUIT PENETRATING M EXTERIOR BUILDING MAE BELOW GAME (UNLESS PENETRATION IS BELOW LOWEST BUILDING FLOOR SLAB . ANELSEMHEAE AS INDICATED, AND SO AS TO ACHIEVE A SEALED WATIE HI) INSTALLATION. N. DHAMAGE. GID VWTEDEN S MILL BE STEEL REAMED. THREADED ANDSHAUL BE UCOLD GALVMISED IN SZEO (COMPRESSION SU CT TO CAL FITTINGS WILL NOT BE ACCEPTED). 3.11 CONWCTpRS - 600 VOLT AND BELOW A. MINIMUM CONDUCTOR SIZE: ALL BRANCH CIRCUIT WRING SHALL BE MINIMUM F2 AUG. FEEDER CIRCUIT WRING SHALL SE MINIMUM J2 AWG UNLESS OMERWSE NOTED. ALL CONTRGL CIRCUIT WRING SHALL BE MINIMUM nA AWG. UNLESS INDICATED OTHERWISE PROVIDE LARGER SIZES AS INDICATED OR REWIRED. 1: A FULL SIZE EQUIPTUENT CRWNgNG CONDUCTOR MILL BE INSTALLED IN POWER MD LICHDW CMWITS (CONDUITS MILL NOT BE USED AS A GROUNDING CONDUCTOR). B. IN RACEMY INSTALl. ALL WRING IN COHOUIT OR OCHER SPECIFIED RACEWAY. UNLESS INDICATED ONUFINSE. t: RCHIN Ex, BX, AC AND YL TE CABLES ARE NOT ALLOWED. C. TERWNATIONS: FURNISH AND INSTALL TERMINATIONS, INCLUDING LUGS IF NECESSARY, I 1 E W cc TOLL MAKE AELECTRICAL CONNECTIONS INDICATED OR REWIRED. 1: EXTERIOR AND SWITCH GEAR TERMINATIONS SHALL HAVE AN ANTI-OXIOMT APPUED. 2: SPRING TYPE WIRE CONNECTORS USED IN EXTERIOR BOXES SHALL BE SILICONE FILLED. ].12 HANGERS AND SUPPORTS A L GENERARIGIDLY SUPPORT AND SECURE ALL MATERIALS, RACEWAY AND EQUIPMENT TO BUILDING STRUCTURE USING HANGERS. SUPPORTS AND FASTENERS. SUITABLE FOR. THE USE, MATERIALS AND LOADS ENCOUNTERED. PROVIDE ALL NECESSARY HARDWARE. PROM OE CONDUIT SUPPORTS AT MAXIMUM S FT. O.C. B. OVERHEAD YWNDNQ ATTACH OVERHEAD MOUNTED EQUIPMENT TO STRUCTURAL U FRAMEWORK OR SUP RING METAL FRAMEWORK. GO NOT MAKE ATTACHMENTS TO STEEL ROOFING, STEEL. FLOORING OR CFJUW MINERAL TILE. O• C WALL MOUNTING: SUPPORT WALL MOUNTED EQUIPMENT BY MASONRY, CONCRETE N BLOCK, METAL FRAYING OR SUB -FRAYING D. EXTERIOR WALLS MOUNT ALL EQUIPMENT LOCATED ON ME INTERIOR OF EXTERIOR BUILDING WALLS. AT LEAST ME INCH AWAY FROM WALL SURFACE. USING SUITABLE SPACERS E STRUCTURAL MEMBERS DO NOT OUT. OPoLL OR WILD ANT STRUCTURAL .EMBER cn EXCEPT AS SPECIFICALLY APPROVED BY ME ENGINEER, F. INDEPENDENT SUPPORT: DO NOT SUPPORT NATEPoALS OR EQUIPMENT FROM OMER EQUIPMENT, PIPING. WCTWORK OR SUPPORTS FOR SAME. Z EWE O LL G. TEMPORARY CONDITIONS: DO NOT ATTACH TO OR SUPPORT ELECTRICAL WORK FROM REMOVABLE OR KNOCKOUT PANELS OR TEMPORARY WALLS M PARTITIONS. _ CL H. RACEWAY SUPPORTS: RIGIDLY SUPPORT ALL RACEWAY WIN YA.UUY SPACINGS PER NEC. AND SO AS TO PREVENT DISTORTION OF AUONMENT DURING PULL G OPERATION. USE APPROVED HANGERS CAMPS AND STRAPS FOR INDIVIDUAL RUNS. DO NOT USE PERFORATED STRAPS OFi THE MIRES. WHERE MULTIPLE PARALLEL RACEWAYS ARE RUN TOGETHER, USE TRAPEZE TYPE HANGER ARRANREMENT MADE FROM U-CHANNEL AND XCCESSOIES, SUSPENDED BY THREADED ROOS.AND ALLOW T LEAST 25X SPARE CAPACITY FOR FUTURE INSTALLATION OF ADDITIONAL RACEWAYS IN-1 ANCHOR VERTICAL CONDUITS SERVING FLOCK -MOUNTED OR ISLAND' \ TYPE EQUIPMENT MOUNTED AWAY FIR WALLS WIN METAL BRACKET OR RIQO STEEL CONDUIT EXTENSION SECURED TO FLOOR. _ y U I. MISCELLANEOUS SUPPORTS PROVIDE ANY ADDITIONAL STRUCTURAL SSUPPMT Q 1 F F NGLES FASTENERS AND HARDWARE AS REWIRED TO ADEQUATELY STEEL BRACKETS ANGLES' SUPPORTLL AELECTRICAL MATERIALS AND EQUIPMENT �V 1 ONE HOLE STRAPS SHALL NOT BE USED FOR CONDUITS LARGER MAN 3/4 INCH. �/ 3.13 EQUIPMENT CONNECTIONS O A VERIFICATION: OBTAIN AND RENEW SHOP DRAWINGS. PRODUCT DATA AND NIFACTURER'S INSTRUCTIONS FOR EQUIPMENT FLWWSHED BY OERS EXAMINE cc ACTUAL EQUIPMENT TO VERIFY PROPER CONNECTION LOCATIONS MD REQUIREMENTS B. RWOH-IN: PROVIDE ALL REWIRED CONDUIT, BOXES FITTINGS, WIRE, CONNECTORS AND MISCELLANEOUS ACCESSORIES, ETC., AS NECESSARY TO ROUGH IN AND MME FINAL CONNECTIONS TO ALL EQUIPMENT REWIRING ELECTRICAL CONNECTIONS. N (ENEFAL MOTORS AND EQUIPMENT SHALL BE MIRED IN CONDUIT TO A JUNCTION BOX (OR SAFETY SWITCH) DIEM NE UNIT, MO FROM MERE TO ME UNIT IN FLEXIBLE PETAL OR UWID-TIONT FLEXIBLE STEEL rONDOI T. C CONNECTIONS PROVIDE PROPERLY SIZED OVERLOAD AND SHORT CIRCUIT PROTECTION FOR ALL EQUIPMENT CONNECTED, WHETHER ILRNISHED UNDER THIS CONTRACT OR BY OTHERS. VERIFY PROPER CONNECTIONS WITH MMUfACTURER'S PUBLISHED DIAGRAMS AND COMPLY WIN SAME. VERIFY MAT EQUIPMENT IS READY FOR ELECTRICAL CONNECTIONS WIRING MD CHICH. ATION, PRIOR TO PERFORMING SAME. OR EQUIPMENT OW9 El W. D. CONTROL WIRING: PROVIDE ALL CONTROL WIRING TO REMOTE DEVICES AS INDICATED OR REWIRED. WOIFY EQUIPMENT CONTROL WIRING. INSTALL MSF OR DISCONNECT JUMPERS. ETC.. AS REWIRED. III IDENTIFICATION A GENERAL LOCATE NAMEPLATE. MARKING, CH OCHER GDENTBICATN MEANS ON OUTSIDE OF EQUIPMENT OR BOX FRONT COVERS WHEN MOVE CEILINGS AND U.FMISNED 07-28-99 WHEN IN MECHANICAL OR ELECTRICAL EQUIPMENT ROOMS OR OCHER AREAS MD ON WSDE O FRONT COVER MEN IN FINISHED ROOTS/AREAS USE ON CTRACT DOCUMENT DESIGNATIONS FOR IDENTIFICATION UNLESS IN CAVED OTHERWISE. ShsWE j 11 • • • e. NAMEPLATES PROVIDE NAMEPLATE ENGRAVED WITH ECUIPMENT DESIGNATION FOR EACH SAFETY SWITCH. PM0.8OARO. TRANSFORMER. MOTOR STARTER, µ0 ALL OTHER EQUIPMENT, ETC. O uNOERGR0UM0 NARWNG TAPE: OlIF6NG TRENCH BACKFIWNG FOR EACH UNDERGROUND OECWICN. IOETNOINE 901IAL AND [YANAAACARONS LML PNOWOE A CbON1MU5 UNDEAGRDUNU wAIWN1NG TAPE LOCATED OIRECTLY ABOVE UNE, AT SIX TO EIGHT INCITES BELOW fMSIED GRADE D. MARKING DESIONAl1ON AND C T NUMBER(PEN LABDUMQ- MARK ) FOR CTHE ENCLOSED CONOUCTORSnON AND PULL BOX NG SOURCE E. LABEL ALL MKS AND CABLES AT RT POINT OF TERYWATION AND IN ALL PULL BOXES AND LNCTION BOXES. "RE TAGS. FOR POWER . APPLY APPROPRIATE CIRCUIT OR FEEDER NUMBER CIRCOTOTEACH CONDUUCTOR PRESENTTAG INDICADINO DISTRIBUTION PANEL AND PANELBOARD GUTTERS AND TO EACH CONDUCTOR IN PULL AND LNCTK)N BOXES F. PANEl80AAD ORMT DIRECTORIES AT COBNPLETION aF PRQECT ACCWAIELY COMPERE EACH PANEL84AR0 GROAT dNECTORY CARD. IDENTIFYING LOAD SERVED ON'SPMi OR SPACE FOR EACH CWCWT POE. WREN YOdFY1MG. ADDING ON DELETING CWCINS AT µ EXSTING PµEU30MD, UPDATE ME EASING (OR PROVIDE NEW) CN.T OWECTORY CARD TO ACCURwIELY REFLECT FINAL CONDTONS 115 CABLE PENETRATION EINCLOSURE: A RAM, INSTALL RILE ROOF ENCLOSURE A RECOMMENDED BY MANUFACTURER AND OR AS REQUIRED TO TO 3.16 ELECTRIC SERVICE A GENERAL ARRANGE WM ME LOCAL ELECTRIC UTILITY COYPµY, A/N (PAY µ0 PERYANdT F1EC PoC SEANCE FOR TTdPPRO.EMAAS�MIDIETED ANOr WED CONPLT wM ANTI COORDINATE ALL REDUILREYENR OF THE UIUTY COMPANY. B. GROUNDING` PRO'" GROUNDING ELECTRODE SYSTEM FOR THE SERVICE PER ME NEC AND UTILITY COMPANY REOMEMETNTS C SHORT CIRCUIT RATINGS PROVIDE EQUIPMENT AIM HIGHER FAULT CURRENT RATINGS AS NEEDED M MATCH UTILITY COMPANY AVAILABLE FAULT CURRENT. 11T TELEPHONE SER A GENERAL: Aµ NRGE NTH THE LOCAL TELEPHONE UTILITY COMPANY AND PAY IALL T_RONASSOCATEO SMALL BE IN NTH TELEPHONE UTILITY COMPµ STS FOR PROVIDING TELEPHONE SERVICE AS INDICATED D REQUIRED. RULES AND REGULATIONS. 116 GRQINDING SYSTEM A. EXAMINATM 1. VERIFY THAT SURFACES ARE READY TO RECEIVE WORK. 2 VERIFY THAT FIELD MEASUREMENTS ME AS SHOWN ON STOP DRAWINGS 1 BEGINNING OF INSTALLATION MEANS INSTALLER ACCEPTS EXISTING CONDITIONS. INSTALLATIOR INSTALL AS INDICATED ON THE DRAWINGS AND AS REQUIRED: 1. GROUNOMG NETWORK SYSTEM SMALL INCLUDE E]FCTRICAL TRENDING. BA KFI L AND COMPACTION PER MS SECTION: GROINDING ARE GRDUHOING ELECTRODES AND ALL NECESSARY MATERIALS AND LABOR REQUIRED TO COMPETE THE SPECIFIED )STEM. 2. AL WADED CONNECTIONS SHALL BE HEAVY DUTY IXOTHERMIC TYPE NOT ED MOM USED CORROSION SAT DWCS USE FOR OUTDOORS ONLY. S. 1 ALL CLAMP CONNECTIONS SMAL BE MADE ACCESSIBLE FOR INSPECTION. USE INHERE SPECIFIED. N. ALL UNOERGROUND CONNECTIONS SHALL BE INSPECTED BY THE OWNERS REPRESENTATIVE PRIOR TO BACIEFIWNG. 1 IF ROC( IS ENCOUNTERED. OR NO RODE SHALLDE WSTALIED IN A 2 INCH DIAMETER MILLED HOLES TO THE REDUNIED DEPTH I BACKf1lLE0 wM APPLICATIONS O' MAGN SUM SKPHATE OR LOPPEN SULPHATE 6. GRWNGING ARE SNA, NOT BEND LESS MAN 9O W ANY LOCATION WM A MINIMUM BEND RADIUS OF 6'. 7. PROVIDE CORROSION PROOFING PANT ON SURFACES EXIPOSED DURING INSTALATION. 0. PPRRONIDE0�03pN PROTECTION TO WEELD�ARE�Avr DUTY EXOTHERMIC YPF1D. 9. ALL ABOVE GROUND CONNECTIONS AL B ANAL BOLTED CLAMP. OR SPLIT BOLT CONNECTIONS DUMP CONNECTIONS SMALL MOT BE USED FOR EXTERIOR GROUTAWG 10. ALL GROUND CONNECTIONS TO THE GROUND BAIT SMALL BE MADE wM DOUBLE HOLE HYDRAULICALLY WDENIED LUGS IT. WHERE GROUND CONNECTIONS ARE MADE THE CONTACT POINTS ARE TO BE CLEANED µ0 MADE FREE OF FOREIGN MATERIALS. SUCH AS PAINT AND CORROSION, TO ENSURE AN ADEOUATE BOND. FIELD WARTY CONTROL FIELD WSPECTION AND TESTING WILL BE PERFORMED AS REOUWFD: t ME CONTRACTOR SHALL MANE ALL MEASUREMENTS REQUIRED TO TEST THE GROUNDING NETWORK SYSTEM. SYSTEM SNARL BE TESTED AT THE TIME OF INSTALLATION. 2 YEGGER LL OR EQUIVALENT SHABE USED FOR EARTH-RESISTµCE TESTING. 1 µY POINT ON ME GROUND ROO FIELD SMALL BE UTILIZED AS ME EARTH ELECTRODE UNDER TEST. N. INITIAL MSTµCE BETWEEN ME REFERENCED TEST RODS SMALL BE FEET. FURRIER IF TEST RESULTS INDICATE RODS NEE wM EACH OTHERS FIELD OF RESISTµCE TEST POINTS -ALL BE AT 20 FOOT INTERVALS TO A MINIMUM OF 45% OF ME INITIAL DISTANCE 5. ME TOTAL AREA, WHICH INCLUDES BOAR ME GROUND ROD FIELD UNDER TEST AND ME TEST RODS SMALL NOT CONTAIN CONDUCTIVE OR METALLUC OBJECTS AND WUST BE HOMOGENOUS NTH NO DISCONTINUITIES SUCH AS DEEP EARTH FILL. ROCK RIDGES ETC. 6. THE ACCEPTABLE RESISTANCE MEASURED FOR EACH GROUND ROD FIEND EXCEED SHALL NOT S OHMS. 7. ADDITIONAL GROUND ROOS AND LONGER RODS MAY BE USED ALONE OR IN COWiINARONS AS NECESSARY TO MEET ME REOUIREMENT. 0. REFER TO SOIL BORING DATA WHEN CONDUCTED FOR LOCATIONS 6 fiEDROIX WHERE DRILLING MAY BE REQUIRED TO INSTALL RODS 9. TESTING SMALL BE CONDUCTED UNDER THE OBSERVATION OF ME OWNER'S REPRESENTATIVE. 10 ME GROUNDING NETWORK SYSTEM TEST PROCEDURE 9ULL COMPLY WIN NFPA 76 THREE POINT TECHNIQUE FOR GROMMD RESTSTµCE. EXCEPT AS MODIFIED HEM-. II. COPIES OF ME TEST RESULTS ALL BE SUBMITTED TO TIE OWNER'S REPRESENTATIVE E ENGINEER. St9 CHECKOUT, TESTING, AND ADLSTWG A CORRECTION CEMENT: AFTER TESTING BY CONTRACTOR. OWNER M MONEM CORRECT µY DEFlQENGES. ANTI REPLACE MATERIALS AND EQUIPMENT SHOWN TO BE OEFECDVE M UNABLE TO PERFORM AT OESON OR RATED CAPACITY, B. POWERCONDUCTORS_ BETWEEN SERVICE DISCONNECT SWITCH II POWER CABINET. INSULATION TEST ON C. WHEN STE POWER IS DERIVED FROM 3 PHASE SOURCE TAKEN READINGS WILL BE TEN AEU RECORDED. TO MAINTAIN A BALANCED LOAD AT ME PRIMARY SOURCE RECORDS SHALL BE TURNED OVER TO THE OWNER'S REPRESENTATIVE D. GROUNDING: 1.IEEE FALL OF POTENTIAL TESTS: a. A RIDDLE GROUND OHHER OR ME METHOD OF USING TWO AUXXARY GROUND RODS (AS DESCRIBED W I.EEE. STANDARD /61-1953. PART 1) SMALL BE USED. ME AUXILARY TEST RODS MUST BE SUFFICIENTLY FAR AWAY FROM THE ROD UNDER TEST SO THAT THE REGIONS IN T1WHK]I EY1 RESISTANIM IS UOFAUZED DO NOT OVERLAP. D. CONTRACTOR TO SUBMIT A GROUND RESISTANCE TEST TO ME CONTRACTING OFFICER FOR REVIEW AND APPROVAL. (I) AFTER ALL ME CABINET 5 TIED DOWGROUND RINGS ARE TTED TOGETHER ON N. A MEGGER CHECK BEFORE �T OF THE GROUND SYSTEM SHOULD BE DE ME MAXIMUM ALLOWABLE RESISTANCE READING IS 5 OHMS TO GROUND. 2. GROUNDING RESISTANCE TEST REPORT: . UPON COMPLETION OF TESTING FOR EACH SUE A TEST REPORT SHOWING RESISTATCE IN OHMS WRAP AUALWTY Po/EMAL ElECTR00E5 AT 5 FEET AND 10 FEET INTERVALS UNTIL THE AVERAGE RESSTAMCE STARTS INCREASING µDI SB NOTE TENT 10-15 PHOTOS MUST BE TAKEN TO PROOF ENTIRE E]pFRNAL GRDUNOINC RING STSTFY BEFORE BACKFILL OR NOTIFY CONTRACTING OFTICER NO LESS MAN N HOURS IN ADVANCE OF BACKFILL TWO (2) )EIS OF TEST DOCUMENTS ME TO BE BOUND AND SUBMITTED WITHIN ONE WEER OF WORK [OYPLEIION. 3.20 SYSTEMS DEYONSTRAIM A MAINTRUCT THE OWNER'S TENANCE OF ALL ELECTRICAL IN AND EEQUWMQNT AME REQUESTED BY ME OWNER'S REPRESENTATIVE. 121 CLEANING AND TOUCH-UP PAINTING A GENERAL PEMOdCALLY REMOVE iRd ME PROECT SIZE, ALL WASTE, RUBBISH TAND HE CON PREMISES TION S FT CITEDEAH AN F�AE�E µYUCDON OPERATTMS. DEBRIS AND UNUSED CONSTRUCTION MATEAAS. PRIOR TO FINAL ACCEPTANCE B. ELECTRICAL EOUIPYEN T: REMOVE ALL DUSt, dRT. DEBRIS MOETAR, WIRE SCRAPS RUST, AHO TIMER FORDf11 YAlERIAIS TROY ME INTERIOR ANTI EXTERIOR OF ALL ELECTTRICAL EQIIPMENT AND ENCLOSURES. ANTI WIPE DOWN. CLEM ACCESSIBLE DURRFIIT CARRYING f1EYQNTS AND INSIAAIORS PRIOR TO ENEAQZING G TOUCH-UP PANTING RESTORE AND REFINISH TO O MAL CONDITION, ALL SURFACES OF ELECTRICAL EQUIPMENT SCIRATCED, YAKKED AND/OR DENTED DURING SNIPPING, HANDLING. OR HINSTALLATION. REIIWf ALL RUST.µ MME AND PAINT AS RECOMMENDED BY ME MANUFACTURER. 3.22 COAXIAL CABLE WSTAWTION: A TIME COAXAL CABLE SIZE SMALL BE AS SHOWN ON ORAWRIGS. ME MINIMUM BENDING RADIUS FOR THE 7/6' AND 1-S/6' CABLE IS TWO FEET (2'). B. COAXAL CABLE SUPPORTS. 1. THE COAXIAL CABLE s L RUN N IN COVERED CABLE TRAYS OR AS INDICATED. 2. FOR SIMORf DISTANCES 71E COAXIAL UBIE MAY BE OVEN BARE RUNS WTIN SUPPORTS EVFIRf THREEE37 IN HOMZOWL RUNS. ANTI ERFY FOUR({-) IN VERTICIL M.S. 3. THE COMMI `ABLE SMMLL MN INSIDE ME MONOPOE AND SUPPORTED FROM KELLUM GRIPS WITHIN ME MONOPOLE. FROM THE MONOPOLE TO THE PPC ME CABLE SIAL BE SUPPORTED W THE COVERED CABLE (RAYS N. THE COAXIAL CABLE SHAWL BE SAPORIID ON OPEN WAVEGUIDES ON STRUCTURAL TOPERS. THE COAXML CABLES SHALL BE SEALED WHERE ME CABLES PENETRATE ANT ROOFTOP. MUOWADS. WALLS. AND THE PPC W CABINETS. C. COAXIAL CABLE GROUNDING: I. ME COAXIAL CARIES SHA L BE GROUNDED TO A BUS BAR AT ME ANTENNAS USING ME GROUNDING KITS AS SPECIFIED ON ME DRAWINGS. 2. THE CDAAIL CABLES SMALL BE 011OUNDED TO A BUS BAR AT ME PC USING THE GROUNDING RUTS AS SPECIFIED ON DRAWINGS. 1 THE COAXAL CABLES 5>NLL BE GROUNDED TO A BUS BAR AT ME BOTTOM a THE MONOPOLE USING THE GROUNDING KITS SPECIFIED ON THE DRAWINGS, N. THE COAXAL CABLES SOUL BE GROUNDED TO A BUS BAR AT ME BULKHEADS USING THE GROUNDING KOS AS SPECIFIED ON ME DRAWINGS. W W v� c CL O � W °a Ocn cc Owg 9� BJW DIIW: 07-28-99 $h66f/: 12 ceive Voice Best Signal Strength( d8a ❑ < -119 -119 <= ■ < -10/ i -107 <= ■ < -101 ■ ■ -101 <_ < -95 -95 <= ❑ < -89 -83 <= ❑ < -77 ..77 <= ❑ < -71 r , -71 <= ❑ < -65 -65 <= 0 < -60 / -60 <= System: c f w Switch: sw1 \ Site-I0(versionl Latitude / Sits -Naas Longitude WN 11 i [11 39: 11: 08.520 / 11-George Washington -78: 09: 47.520 WN113 [1] 39: 12: 36.880 13-Frank Smith -78: 12:20.880 / WN115 [11 39 09: 10.440 15-Jahn Smith -78; 12: 15.120 WN202 [1] 39: 14: 37.500 East Front Royal -78: 11:49.999 F • 0 2500.0 feet one inch = 2500.0 feet - I � Winchester Rt. 50 West WN206 and WN203 Off re ■ ■ ■ -j % mop or is • M - • • •NNo ■ 9 Receive Voice Best Signal Strength( dBe ❑ < -119 -119 <= ■ < -107 -107 <= ■ < -101 -101 <= ■ < -95 -95 <= < -69 -89 <= ❑ < -83 -83 <= ❑ < -77 -77 <= Q < -71 -71 <= ■ < -55 -65 <_ ■ < -60 Systelc cfw Switch: sw1 Site-10[version] Latitude Site Name Longitude WN111 [11 39: 11: 08.520 11-Geurge Washington -76:09:47.520 WN113 [1] 39: 12: 36.880 13-Fhank Smith -76: 12:20.880 WN115 [1] 39: 09: 10.440 15-John Smith -78: 12: 15.120 WN202 [1J 39: 14: 37.500 East Front Royal -78: 11:49.999 WN203-R [1J 39: 1: 54.0 • Road Way -78: 15:59.900 WN206 [ 1 ] 39: 11: 36.200 Hi -way -7B: 14: 19. 799 0 2500.0 feet one inch = 2500.0 feet / 0 ■0 Winchester Rt . 50 Wes WN206 and WN203 On 1000 ■ 4MMI ■ ■ r ■ r REQUEST FOR CONDITIONAL USE PERMIT COMMENTS Virginia Department of Transportation Attn: Resident Engineer RECEIVED 14031 Old Valley Pike Edinburg, Virginia 22824 9EP 10 1999 (540) 984-5600 INEPT OF PLANNING, f ©. VEI OPMENT The local office of the Transportation Department is located at 1550 Commerce St. in Winchester if you prefer to hand deliver this form. s name, address and phone number: Fiaaa H t GF1.0Zn k1Os Name of development and/or description of the request: / 8O - My n P011f- On n l"i 10 A cn �n %tfiv► %�i / MrC Va. Dept. of Transportation Comments: Existing field entrance ig inadequate -for nropospd nsP. An „ggrnding of the existing entrance to VDOT's minimum standards must be completed prior to VDOT supporting a conditional use permit for this-prQ42rtyr VDOT Signature and Date: ' G j.- -1`j (NOTICE TO RESIDENT ENGINEER* LEASE RETUN TMS FORM TO APPLICANT.) NOTICE TO APPLICANT It is your responsibility to complete this form'as accurately as possible in order to assist the agency with their review. Also, please attach two (2) copies of your application form, location map and all other pertinent information. REQUEST FOR CONDITIONAL, USE PERMIT COMMENTS Frederick County Inspections Department Attn: Building Official 107 North Kent Street Winchester, Virginia 22601 (540) 665-5650 The Frederick County Inspections Department it located at 107 North Kent Street, 4th Floor of the County Administration Building in Winchester, if you prefer to hand deliver this review. Applicant's name, address and phone number: Name of development and/or description of the request: 12bmbnop6le- ar) Location: &,wK J-he Ino�- Ajal) Mel Dn ve and Pouk.s'o W E-�- Inspection Department Comments: Structures shall comply with the Virginia Uniform Statewide Building Code and section 312, use group U (Utility) of The BOCA National Building Code/1996. All structural plans shall be sealed by a VA Lic. A/E Design Professional. Code Administrator Signature & Date: V:5d� (NOTICE TO INSPECTIONS DEPT.*PLEASE R, URN T I FORM TO �P C)XT. NOTICE TO APPLICANT It is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. Also, please attach a copy of your application form, location map and all other pertinent information. FOR CONDITIONAL USE PERMIT COMMENT AUG 19���, Frederick County Fire Marshal ATTN: Fire Marshal 107 North Kent Street Winchester, Virginia 22601 (540) 665-6350 The Frederick County Fire Marshal is located at 107 North Kent Street, 1st floor of the. County Administration Building in Winchester, if you prefer to hand deliver this review form. Applicant's name, address and phone number: Ig IL Z teo Name of development and/or description of the request: /go' mor)apo le or �D"�C50� sI IOCGkd bn CalVln OtUZ A, C'6A 16--An D4 o L)acoal- ncj'- 4q,5 I-1 cr�.S Location: Fire Marshal Comments: Fire Marshal Signature.& Date (NOTICE TO FIRE MARSHAL - PLEASE RETURM THIS FORM TO APPLICANT.) NOTICE TO APPLICANT It is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. Also, please attach a.copy of your application form, location map and any other pertinent information: C��c.(."-7� REQUEST FOR CONDITIONAL USE PERMIT COMMENTS Winchester -Frederick County Health Department 107 North Kent Street, Suite 201 Winchester, Virginia 22601 (540) 722-3480 The Winchester -Frederick County Health Department is located in the County Administration Building at 107 North Kent Street in Winchester, if you prefer to hand delivered this form. AnnlienntIc name_ nddreca and nhnne nvimher- Name of development and/or description of the request: 12D'monopole. on Q f ^" '_'. I„ /_ _„ /�O _f _ n-I ..._ ,n.)/ _ _ . -- , Location: Health D t Comments: Signature and Date: NOTICE TO APPLICANT It is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. Also, please attach a copy of your application form, location map and all other pertinent information. 09/10/99 08:27 FAX 540724$35 WINC.REG.AIRPORT 03 I' REQUEST FOR cONDI!fTgM USE PERMIT CDMMENTe Winchester Regional Airport Attu: Executive Director 49Z Airport Road Winchester, Virginia 22602 (S40) 662-2422 The Winchester Regional Airport is located on Route 645, off of Route 522 South, if you prefer to hand deliver this review form. Applicant's name, address and phone number: Paula r sage , gnd) .Trn-A--/os , 9 a ke v, shon ec-4a (540) j" •?2gM2 11,5D v h t mo4nk-n ,, in 7 Name of development and/or description of the requests go manoaQlc� on a �o"xso's�' _ /o�alcr�on Calvin 2�Crs Location: UPfAK Lht Nlchlore lDK atyj wes-/-- Winchester Regional A,12ports Comments: e Airport Signature and Date: (NOTICE TO AIRPORT. * PLEA 9TICE TO APPLICANT It is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. Also, please attach a copy of your application form, location map, proffer statement, impact analysis, and all other pertinent information. 0 REQUEST FOR CONDITIONAL USE PERMIT COMMENTS CITY OF WINCHESTER Attn: Planning Director 15 North Cameron St. Winchester, Virginia 22601 (540) 667-1815 The City of Winchester Planning Dept. is located in Rouss City Hall at 15 North Cameron St. in Winchester, if you prefer to hand deliver this form. Applicant's name, address and phone number: P/'11�I� �nn�i �',�G) 7'_Y1�PI�S r S�r�P G�CEUISlDY1 ��a I(sf s4D) 9 4(o+7Zq(o 11.50 U J lad U-. b layr'1eSboM y79 2Z%D Name 5Y� of development and/or G 5o ".>(Sb� psi coca description of the request: � an Cn l vnpr-rype.r 4 /gd 'lu 6ftPale IF .S Location: fl Itar -L—he,'Ln asech'm o�- Qa h )6h Drr ve- and /10k sow�s-� Lash 6k vewa_/ F ck. -e Mah lore Do ve - i ll I be, Us)'nc� 1 S� nn CY) City of Winch este Comments: ,, Director Signature and Dame: __> (NOTICE TO DIRECTOR * PLEASE RET N THI FORM TO THE AP LI ANT. NOTICE TO A"LICAXT It is your responsibility to complete,,tps form as accurately as possible in order to assist the agency th their review. Please also attach a copy of your application form, location map, proffer statement, impact analysis, and all other pertinent information. • REQUEST FOR CONDITIONAL USE PERMIT COMMENTS Frederick County Sanitation Authority Attn: Engineer Director P.O. Bog 1877 Winchester, Virginia 22604 (540) 868-1061 The Frederick County Sanitation Authority is located at 315 Tasker Road in Stephens City, Virginia, if you prefer to hand deliver this review. Applicant's name, address and phone number: Name of development and/or description of the request: / 9b, Monopole- or) e-c- Sanitation Authority Comments Sanitation Authority Signature & Date (NOTICE TO SANITATION AUTHORITY * RETURN THIS FORM TO APPLICANT.) NOTICE TO APPLICANT It is your responsibility to complete this form as accurately as possible in order to assist the agency with their review. Also, please attach a copy of your application form, location map and all other pertinent information. PCS nformation Request Date Requested: PCS Company: Subcontractor (if Applicable): Contact Name: Phone Number: Line Name or Tower Location Site #WN202N Structures 580-34 & 580-36. 6/25/99 CFW Paula. Figgatt (540) 746-7296 Meadowbrook-Morrisville Section of Line from Meadowbrook S.S to Morrisville S.S. Structure: Number 34 & 36 Centerline Elevation: Structure Height: Drawing Numbers: Availability of Outages: Right of Way Agreement: These structures are for the 500 kV line, with absolutely no chance for an outage. Not a viable site. Reply Date: 6/29/99 i 0 PCS Information Request Date Requested: 6/7/99 PCS Company: CFW Subcontractor (if Applicable): Contact Name: Paula Figgatt Phone Number: (540) 746-7296 Line Name or Tower Location: Meadow Brook - Double Toll Gate 138 kV Line Site: 200N Approximately 1 mile west on Rt 277 from intersection of Rt. 522 & Rt. 277. Section of Line from Meadow Brook S.S to Structure: Number 55 Centerline Elevation: Structure Height: Drawing Numbers: Availability of Outages: Right of Way Agreement: Double Toll Gate S.S. Poor, still reviewing. Available upon request MDT & MBG Lines: This is a double circuit steel pole. It appears on the initial load flow analysis that we would be unable to take both lines out to install facilites at the top of the structure. will contact you if this changes. If your proposed equipment could be attached at or below 55', then we don't have to take an outage. 0 PCS Information Request Date Requested: 6/7/99 PCS Company: CFW Subcontractor (if Applicable): Contact Name: Paula Figgatt Phone Number: (540) 746-7296 Line Name or Tower Location: 34.5 kV Subtransmission Line w/12 kV underbuild Site: 202N Pole number VG133 is a 45' class 2 pole and VG134 is a 50' class 2 pole. Along Rt. 50 west of Winchester in Layside Subdivision along Pinnacle Ridge Road. Section of Line from S. Winchester S.S to Gore S.S. Structure: Number ? Centerline Elevation: Structure Height: Drawing Numbers: Availability of Outages: Right of Way Agreeme Not good Available upon request Paula indicated that CFW is having problems finding suitable structures in the area. Outages are not possible per the local service center. However, depending on CFW's proposed equipment and location on the structure, we will consider an attachment if it could be done safely with the lines energized. s FREDERICK COUNTY J rl CFW WIRELESS ROADWAY /GAP RUN WN 203 .DWAY ! GAP a VICINITY MAP NOT TO SCALE SITE LATITUDE: : 39' 12' 54.6' N SITE LONGITUDE78' 15' 59.9' E WINCHESTER VIRGINIA INDEX: DRAWING NO. TITLL TITLE 1 LOCATION 2 ELEVATION 3 SITE PLAN 4 SITE SPECIFICATIONS 5 SITE SPECIFICATIONS 6 STRUCTURAL DETAILS/ PAD 7 STRUCTURAL DETAILS 8 UTILITY & GROUNDING DETAILS 9 SPECIFICATIONS 10 SPECIFICATIONS 11 SPECIFICATIONS 12 SPECIFICATIONS 1 Elm 12 0 7 NEMA 4X HENNESSY CABINET 0 PROPOSED WO D POLE, MONOPOLE OR ELF SUPPORT TOWER- TO BE OCATED IN THE 4"GALVANIZED FIELD PIPE 2" TELCO OR "H" FRAME 1"STUB UP 3 - 1 " PVC CONDUITS - 2" POWER NOTE: "H" FRAME TO BE MADE UP OF 3" SC. 40 GALVANIZED PIPE AND UNISTRUT PLACED TO FIT INSTALLATION. SUPPORT STRUCTURE MUST BE SUBMITTED TO CFW FOR APPROVAL PRIOR TO INSTALLATION 2" PVC 12"LONG 6" INCOMING POWER AND TELCO TO BE LOCATED IN THE FIELD 1"ABOVE PAD TYPICAL EACH I 6 �j CORNER NEMA 4X HENNESSY. CABINET t`Ico O 0 0 0 ko 7 FRONT VIEW COAX CABLE TO ANTENNA GPS MUST BE LOCATED FOR SOUTHERN EXPOSURE LOCATION WILL BE SITE SPECIFIC AND MUST BE GROUNDED O E, O E` - O Lo 6.0" POWER CONDUIT FOR CABINET 2'-2.0" j 10" OPENING FOR CONDUIT �t ems° 1.0" C7 J Z 0 3 0 c "H' FRAME a cc OR A SINGLE 4" GALVANIZUED PIPE a Q y O U cc y SC 611 ll - II NEMA 4X HENNESSY CABINET I I ,rs� LI 11-9-98 SAnt� 2 -10 4"-, W J c 27 X Z(Y GRAVEL •' COMPOUND ' N i Z 8 MONOPOLE } ` _ + Zi ro' • J } a a 4' Cate D O ; Q W } ,B'X17XS' CONCRETE PAD f r/ V / Q r- } ± / t 0 d i1 T Xl vrrw ♦ O I � i cc i } i t + i - } 1 � it t � Owv BY • } eJw / r POLE LOCATOJN TO s" r rALVANUED MPE SLEEVE I' INA X 12- + BE DETERAM ED BY SCH IB Wf7N CAPS IN EACH CORNEA i 3 SfrE ENGINEER I' ABOVE SLAB T 1�fv--«v-v-.fK-•-�— x x y4 C REPEATER NOT TO SCALE GROUND LEVEL COAX INSIDE POLE POWER ",CAD —WELD GROUND TO RING ` GROUND RING I I I 1 MONO —POLE BUSS BAR FOR CABLE GROUNDING y W N Q W 0 cc z a � cc Q o z z W cr. z Q r.i r tp V y GROUND TO RING DwgDwg 8y: GROUND POLE TO GROUND ROD BJW 18Day.: 08-17-99 I sn.•y: ��AD=WEC6— I GROUND ROD I I I I I - y. 1i W v r� N �S N Q z W W U a s O POLE W; 4 `= mo Q O W O y 6 Z oQ� Q U� 5 V m CQ W Q N O ~~ y ------------ Dwg By: BJW Datr. 08-17-99 5 I o � o � 0 u PAO SURFACE SHALL RECEIVE �4n4 W4.W4 WWF A SMOOTH TROWEL FINISH / EQUIPMENT FOUNDATION NOTES. I. GENERAL ( All 90E5) - 6' MINIMUM CONCRETE SLAB A THESE DRAWINGS CO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION 2' (CLR) SAFETY. B. CONTRACTOR SHALL DETERMINE EXACT LOCATION OF EXISTING UTILITIES EXISTING AND EXPOSED mi POLY ON BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR MyFINW C GRADE �� UNDISTURBED SUBGRADE AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE UNDERGROUND UTIUTIES. °oq°°seae° oeoo�oeea°o=oo°°eooe °° C. INCORRECTLY FABRICATED. DAMAGED, OR OTHERWISE MISFITTING OR NONCONFORMING MATERIALS OR CONDITIONS SMALL BE REPORTED TO THE OWNER PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH ACTION SHALL REQUIRE APPROVAL 0. EACH CONTRACTOR SHALL COOPERATE WITH THE OWNER'S REPRESENTATIVE, AND — 6' CRUSHED STONE (MIN.) COORDINATE HIS WORK WITH THE WORK OF OTHERS. 2. DESIGN LOADS LIGHTWEIGHT CONCRETE SHELTER: 42.000 LEIS UNDISTURBED SIBCRAOE (BEDROCK OR STRUCTURAL FILL) - B. PRESUMPTIVE BEARING CAPACITY: 2.000 PSF FOUNDATION AND PAD 3. EXCAVATIONS/FQUNOATION NO SCALE A. FOUNDATION EXCAVATION SHALL BE HANG -TRIMMED 10 REMOVE LOOSE MATERIALS C. EXTERIOR FOUNDATION BACKRU SHALL BE SELECTED GRANULAR FILL C. ALL STRUCTURAL BA FILL AND SUBBASE UNDER SLABS -ON -GRADE AND FOOTINGS SHALL BE 'STY OR BETTER PER ASTM D-248; COMPACTED TO A MINIMUM 95% STANDARD PROCTOR DENSITY PER ASTM D 69F 0. DO NOT PLACE FOOTINGS IN WATER OR ON FROZEN GROUND. 12' BY E. SOIL BEARING SURFACES, PREVIOUSLY ACCEPTED BY OWNER'S REPRESENTATIVE, WHICH ARE ALLOWED TO BECOME SATURATED, OR DISTURBED WALL BE REWORKED TO SATISFACTION OF OWNER'S REPRESENTATIVE. ( F. DO NOT ALLOW GROUND BENEATH FOOTINGS TO FREEZE. 0 O G. FOOTING EXCAVATIONS WALL BE CUT NEAT. H. SUBGRADE BELOW SLAB -ON -GRADE WALL BE REVIEWED AMIDACCEPTED BY OWNER'S REPRESENTATIVE BEFORE CONCRETE SUB PLACEMENT. 46' 51' 54' CONCRETE 4 ' TELC❑ 4' GALVANIZED ~ DESIGN u S CONSTRUCTION TONS OF THEFALL OLLOWINGFOLLO NG ETE APPULABLE� CODES- SHAUL CONFORM 301 To PIPE 24' 'SPECI CATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS'; ACI 318, 1' STUB UP BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE'; 4 45' B. CONCRETE WALL BE NORMAL WEIGHT, 6% AIR ENTRAINED (SI.5S) AMID HAVE A - 7• MINIMUM 28-DAY COMPRESSIVE STRENGTH OF 4000 PS UNLESS OTHERWISE NOTED. 10C. 2 2' REINFORCING WALL CONFORM TO ASTM A-615 WITH SUPPLEMENT, MINIMUM 2' POWER 2' HELD STRENGTH Fy . 60 KS. REINFORCING DETAILS WALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 315. 24' D. FIBROUS REINFORCEMENT WALL BE BE WON LAMENT OR FIBRILLATED POLYPROPYLENE ADDED AT A RATE OF 1.5 POUNDS PER CUBIC YARD, FIBROUR REINFORCEMENT WALL BE CONSIDERED SECONDARY REINFORCEMENT AND WALL BE INCLUDED IN ALL CONCRETE 0 2' PVC I2' LONG I' ABOVE PAD TYPICAL EACH CORNER E. CONCRETE COVER ARQUND REINFORCING BARS (LIM.O.) SHALL BE: I. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED EARTH........ 3' 2. CONCRETE EXPOSED TO EARTH, WEATHER ......................... 2' 3. SLABS..............._..._......_......................3/i C ALL OMERCONCRETE..._................................ 11/2' F. UNLESS INDICATED OTHERWISE ON THE DRAWINGS. REINFORCEMENT SPUCES SHALL MEET CLASS B. TENSION LAP REQUIREMENTS IN ACCORDANCE WITH ALL PROVISIONS OF AID 318 LATEST EDITION. UNLESS NOTED OTHERWISE. G. CURING COMPOUNDS SMALL CONFORM TO ASTM C-309, H. ADMIXTURES SHALL CONFORM TO THE APPROPRIATE ASTM STANDARD AS REFERENCED IN AG-301. I. DO NOT WELD OR TACKWELD REINFORCING STEEL J. ALL DOWELS, ANCHOR BOLTS. EMBEDDED STE- ELECTRICAL CONDUITS, PIPE SLEEVES. PIPING, INSERTS, GROUNDS AND ALL OTHER EMBEDDED ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE START OF CONCRETE PLACEMENT. K. LOCATE ADDITIONAL CONSTRUCTION JOINTS REQUIRED TO FAOUTATE CONSTRUCTION AS ACCEPTABLE TO ENGINEER. PLACE REINFORCEMENT CONTINUOUSLY THROUGH JOINT. L REINFORCEMENT WALL BE COLD BENT WHENEVER BENDING IS REQUIRED. M. COD -WEATHER PLACING: COMPLY WITH PROVISIONS OF ACI 306 AND AS FOLLOWS. PROTECT CONCRETE WORK MO. PHYSICAL DAMAGE OR REDUCED STRENGTH THAT COULD BE CAUSED BY FROST, FREEZING ACTIONS, OR LOW TEMPERATURES N. WHEN AIR TEMPERATURE HAS FALLEN TO OR IS EXPECTED TO FALL BELOW 4OT(4C) UNIFORMLY HEAT WATER AND AGGREGATES BEFORE MIXING TO OBTAIN A CONCRETE MIXTURE TEMPERATURE OF NOT LESS THAN 507 (10C) AND NOT MORE MAN BOt=(27C) AT PONT OF PLACEMENT. 1. DO NOT USE FROZEN MATERIALS CONTAINING ICE OR SNOW. 2, DO NOT USE CALCIUM CHLORIDE, SALT, AND OTHER MATERIALS CONTAINING ANTIFREEZE AGENTS OR CHEMICAL ACCELERATORS UNLESS OTHERWISE ACCEPTED IN MIX DESIGNS. 3. PROVISIONS WALL BE MADE FOR MAINTAINING THE CONCRETE AT A MINIMUM TEMPERATURE OF NOT LESS MAN SOT AND NOT MORE THAN 85F FOR A PERIOD OF AT LEAST SEVEN(7) DAYS. 4. USE OF NON -VENTED HEATERS WALL NOT BE PERMITTED- AT THE END OF ME CURING PERIM, GRADUALLY REDUCE ME -EMPERATURE AT A RATE NOT TO EXCEED I DEGREE PER HOUR UNTIL ME TEMPERATURE WITHIN THE ENCLOSURE EQUALS ME TEMPERATURE OUTSIDE ME ENCLOSURE IN ACCORDANCE NTH AID 306. O. HOT -WEATHER PLACING: WHEN HOT WEATHER CONDITIONS EAST THAT WOULD SERIOUSLY IMPAIR QUALITY AND STRENGTH OF CONCRETE. PLACE CONCRETE IN COMPLIANCE NTH ACI 305 AND AS HERON SPECIFIED T. COOL INGREDIENTS BEFORE MIXING TO MAINTAIN CONCRETE TEMPERATURE AT TIME OF PLACEMENT BELOW 90F(32C). MIXING WATER MAY BE CHILLED OR CHOPPED ICE MAY BE USED TO CONTROL TEMPERATURE PROVIDED WATER EQUIVALENT OF ICE IS CALCULATED TO TOTAL AMOUNT OF MIXING WATER 2. COVER REINFORCING STEEL WITH WATER SOAKED BURLAP IF IT BECOMES TOO HOT, SO THAT THE STEEL TEMPERATURE WILL NOT EXCEED THE AMBIENT AIR TEMPERATURE IMMEDIATELY BEFORE IMBEDMENT IN CONCRETE 3. FOG SPRAY FORMS. REINFORCING STEEL AMIDSUBGRADE JUST BEFORE CONCRETE IS PLACED. 4, USE WATER -REDUCING RETARDING ADMIXTURE WHEN REQUIRED BY HIGH TEMPERATURES, LOW HUMIDITY, OR OTHER ADVERSE PLACING CONDITIONS WHEN ACCEPTABLE TO THE ENGINEER. cn W Lu s0 3 Z� c W Q. o � J CC �LL cc co Drg By: MSF Da1W: 07-28-99 ShWW1/: 6 J CRAW UNK TOP SELVAGE BARBED BARBED WIRE ARM 1-1/2 PAIR INDUSTRIAL MILL IRON OFFSET / AND TWISTED BOTTOM SELVAGE HINGE / KNUCKLED. INSTALL FABRIC TOP —TYPICAL PIN HINGE (PAGE—WILSON _.. _..�._ M-6 OR FOUAL) CHAIN LINK FENCE DETAIL NO SCALE LINK FENCE 8' CRUSHED STONE SURFACE LIMITS OF CRUSHED STONE SURFACE \\ 2' • 6' PRESSURE TREATED WOOD CURB. GRADE TO DRAW AS SHOWN ON PLAN�\ HATCH E705TNC GRADE GRADE TO DRAIN AWAY FROM TOWER YARD 2' a 4' a V-8' LONG PRESERVATIVE PRESSURE TREATED WOOD STAKE AT 5'-0' O.C. STABILIZATION FABRIC PLACED ON COMPACTED SUBGRADE 12' SECTION THROUGH TOWER YARD NO SCALE 40 POST MALLEABLE IRON FORK LGALVANIZED GATE CENTER STOP — TYPE LATCH WIT" DROP BAR 8 1/2' DIAL WITH 1 1/4' SLOT' AND WIT" PROMS"FOR 1 3/8' SHANK IN A 1 5/8' PADLOCK (PAGE—Wl.SON TYPE 75 DIAL PIPE SET IN CONCRETE DOUBLE GATE LATCH ASSEMBLY OR EQUAL) PROVIDE PROGRAMMABLE (4 TABS) COMBINATION LOOK — COMBINATION SET By OWNER DOUBLE SWING GATE NO SCALE GATEPOST 4' O.D. GALVANIZED STEEL ANTENNA TYPE PCSA033-19-0 = 2 PCSA033-19-0 = 2 AZIMUTH 150' 1 DOWNTILT=3' AZIMUTH 310' DOWNTILT=4' AZIMUTH DOWNTILT= FROM/TO COAX CABLE SIZE LENGTH (FT)' COAX CABLE LENGTH (FT)' COAX C ABIL SIZEE LENGTH (FT)' RX/TX RX RX/TX RX RX/TX RX ANTENNA TO PRIMARY RADIO CABINET 1 5/8" 225' 225' 1 5/8' 225' 225' 1 5/8" ' ESTIMATED LENGTHS FROM AVAILABLE INFORMATION. FIELD ENGINEER TO UPDATE ON AS-BUILI UHAVINGS. " PROVIDE MECHANICAL DOWNTILT BRACKET. ANTENNA LINE SCHEDULE B�IW late: 5-10-99 A-ti' 7 BAIXFILL uNOERORWND U1NJtt REPLACE E745nN. gt NOT UWYM OOS w wARNNc TAPE Nwp E WCIUOE. RUT NOT Uw TED i0 —SNO) aMDE �N�T CONCCRETE iOPwK ANDCf GRAVEL. SAW CUT EDGE EAPI STOE (f REwU ) R .... ... CONTS ASS REOU� YE gm P s r SANO FN*I.OK SURRPAMIING CMpnT — 1 ,p UNDERGROUND CONDUIT snE BAMD —E— M - STRAND TO . TOP RAL E OMEPYIc M TO FEN.Z FABRIC TN)ST EYOTNERYIC MDD FENCE POST /Z 5 —0 W. TEN.OH rK HEAVY DUTY UOTNE lc 30 M — CP Os. PROTECTION. FENCE GROUNDING DETAIL 4 p E_ I PIAOE uaTNo rRE EXOTNERMC NEED P IX NO R00 TREAT rM IXaIE COPPER —CLAD 05.:EEL GROUND ROD NO SCUE TO EQUIPMENT SEE E]ECTRICAL STE PLAN FOR C PN AnON SERVICE POLE 5 „� BDALE B' Oi.A FFP . I3' O SPKDUIE SO PVC w.WECYON GRADE rat W1N SCREW coK . EYoTNERMic —0 CAOUNO Rao TREAT rM E%P1E PEQUND MRE OPP R—CLAD ST R UND ROD IN TA ATI N F R INSP TI N W L TO EOSTN WOUMD LOOP TO E]OSTTNG GROUND LOOP T EXR]liPt ?' OR"D RwL L GRaIYD PlAlf REBAA iElECWYUMCAnp1 iENCE POST CABIF TRAY SURGE ARRESTPI � � CABINET ENCLOSDRE 3 PLAQS � �� CABLE 91EAIN u I N RA NOTE 1. BONG ALL u . OB 2 To PPE Ptw— sYSTEw. SERVICE POLF CODED NOTES x CONDUCTORS FROM POLE TO YETEB INSTALLED BY CONTRACTOR. CONTRACTOR To PROMOS S MOENT CABLE To Rua A r MW OF 2: ABOVE TERYINAnON LOCAnONS. AND ROUTE TO SENMtE DISCONNECT rnl- OUT A — OINSUTARNG BUSMNG USE DUCT S TO YN(E wATEBTRRIT. BY CONTRACTOR OPIPE STRAPS INSTALL AT NOT uORE THAN 2'-0' NYMVAI 6 No scut GROUNDING SYSTEM — SCHEMATIC DIAGRAM y W vrc Dwg By: BJW Date: 07-28-9 Sheet#: 8 PART 1 - GENERAL 1.1 SCOPE OF WORK A PROVIDE ALL LABOR. MATERIAL TOOLS. EQUIPMENT, TRANSPORTATION AND SERVICES NECESSARY FOR AND INCIDENTAL TO COMPLETION OF AL WORK AS INDICATED ON THE DRAWLS AND/OR AS SPECIFIED HEREIN. 1.2 WANING USE AND INTERPRETATION A LSSAARE M TIC AND INDICATE ��CIPTOOS UNEINGUTED OTHERRNMBY DIMENSONSOR DETNEXAT EQUIPMENLOCATIONS AND RDUTNGS. ETC. SHALL BE GOVERNED BY ACTUAL FIELD COMITIONS AND/ON INSTRUCTIONS OF THE ENGINEER AND/N OWNER'S REPRESENTATIVE 1.3 COMPLETE SYSTEMS A GENERAL FURNISH AND INSTALL ALL MATERIALS AS REWIRED FOR COMPLETE SYSTEMS, WHETHER SPECIFICALLY INDICATED OR NOT, ALL SYSTEMS SHALL BE COMPLETELY ASSEMBLED, TESTED, ADJUSTED AND DEMOSTRATED TO BE READY FOR OPERATION PRIOR TO OWNER'S ACCEPTANCE 11.4 CODES AND REGULAMJNS A GENERAL COMPLY WITH AIL GOVERNING FEDERAL STATE AND LOCAL LAWS. ORDINANCES, CODES RULES AND REWIATONS WHERE THE CONTRACT DOCUMENTS EXCEED THESE REQUIREMENTS. THE CONTRACT DOCUMENTS SHALL CAVERN. N NO CASE SHAM WONT( BE INSTALLED CONTRARY TO OR BELOW MINIMUM LEG& STANDARDS B. UTIUTES COMPLY WTI ALL APPLICABLE RULES RESTRICTIONS AND REQUIREMENTS OF THE UTUTY COMPANIES SERVING THE PROJECT SITE/FACIUTIES. G NON-COMPLIANCE, SHOULD ANY WORK BE PERFORMED WHICH IS FOUND NOT TO COMPLY WITH ANY OF THE ABOVE. CONTRACTOR SHAH PROVIDE ALL WORK MO PAY ALL COSTS NECESSARY TO CORRECT THE DEFICIENCIES. 1.5 REFERENCE STANDARDS A ALL "TEST PUBLISHED STANDARDS OF THE FOLLOWING ASS ATONS/ORGANIZATONS SHALL BE FOLLOWED AND APPLIED WHERE APPLICABLE. AS MINIMUM REQUIREMENTS 1. ANSI) AMERICAN NATIONAL STADARDS INSTITUTE. 2 A51Y) AMEMCM SOCIETY FOR TESTING AID MATERIALS I ER ELECTRICAL TESTING LABORATORY. 4. 1 ) INSULATED CABLE ENONEERS ASSOCIATION. S INSTITUTE OF ELECTRICAU. AND ELECTRONIC ENGINEERS. 6. ) NAMIRN& BOARD OF FOE UNDERWRITERS. ]. NFNA NATION& ELECTRIC& MANUFACTURERS ASSOCIATION. L NESC NATION& EUECTMC SALTY CODE 9. iWPA NATION& FIRE PROTECTION ASSOCIATION. 10. L(lA-`L� UIDERW ITER'S LABORATORES. 11. �Ml1l:l1) BUILDING OFFIC&5 8 CODE ADMINISTRATORS. 12 NEC) NAT N& ELECTRIC& CODE 1.6 PERMITS A GENERA: OBTAIN AND PAY FOR ANY AND ALL PERMITS REQUIRED BY AL APPLICABLE AGENCIES PRIOR TO COMMENCING WORK. 1.7 S18WTTALS A REWIRED SUBMITTALS INCLUDE UST OF SUBCONTRACTORS PRODUCT DATA. SHOP DRAWINGS: SAMPLES: TEST REPORTS: CERTIFICATIONS WARRANTIES MAINTENANCE MANUAS: RECORD DRAWINGS: AND VARIOUS ADMINISTRATIVE SUBWTTAIS B. NUMBER OF COPIES: THREE C. PRODUCT DATA: SUBMIT FOR NL BASIC EOMPNENT, DEDUCES. AND MATERIALS TO BE USED ON THE PROECT. PRODUCT OITA TO CONSIST MANUFACTURER'S STANDARD CATALOG NITS, DESCRIPTIVE LITERATURE AND/ON DIAGRAMS IN 8-1 Y K I I" FORMAT, AND IN SUFFICIENT DETAIL SO AS i0 CLEARLY INDICATE COMPLIANCE NTH _ SE REQUIREMENTS AM STANDARDS MARK EACH COPY TO CLEARLY INDICATE PROPOSED PRODUCT. OPTIONS FINISHES. ETC 0. MAINTENANCE MANUALS: INCLUDE OPERATING AND MANTENMCE DATA INCLUDE ALL PRODUCT DATA/STOP DRAWING SUBMITTALS AS WELL AS DESCRIPTIONS OF FUNCTION, NORMAL OPERATING ' SHQUARG ATINTROJEtE G,STICS µ REPAIRSYYENT, IMITATIONS, D EMERGENCY INSTRUCTIONS.G ONS. ACOMAND 1—FATURIER S PRINTEDA TING PLETE REPLACE MMAINTENANEN PARTS LISTING. E PROJECT RECORD DOCUMENTS, ACCURATELY RECORD ACTUAL LOCATIONS OF GROUNDING ELECTRODES. BONDING CONNECTIONS, AND ROUTING OF SYSTEM CONDUCTORS- F. RECORD DOCUMENTS. INDICATE ACTUAL IN TTlED LOCATIONS FOR ALL EQUIPYENT AND DEVICES ROUTING OF MAJOR INTERIOR RACEWAYS, LOCATIONS OF AIL CONCEALED AND UNDERGROUND EQUIPMENT AND RACEWAYS, AND ALL APPROVED MODIFICATIONS TO THE CONTRACT DOCUMENTS. AND OEVATONS NECESSITATED BY FIELD CONDITIONS AND CHANGE ORDERS 1.8 OUNJ TY ASSURANCE A MANUFACTURERS' WA FICATIONS: NOT LESS THAN THREE YEARS EXPERIENCE IN THE ACTUAL PRODUCTION OF THE SPEdFIED PRODUCTS. B. INSTALLERS' WNJRCATIONS FIRM WTI NOT LESS THAN FIVE YEARS EXPERIENCE IN THE INSTALLATION OF AND COMPLEXITY TO THOSE REIRED FOR THISEPROND .ECT, AHAVING SUCCESSFULLYECTRICAL SYSTEMS AND EQUIPMENTSCOMPLEILARITED ATELEAST TEN COMPARABLE SCALE WPROECTS. C. INODFOR EWORK SNALLK BE PEAFORMEDTBYI CRAFTSMAN SIOUEDNIN THEEAPPRICAL OPM TE TRAMD THE LAKE REWIRED D. ROOFING: ANY WORK TO PENETRATE OR REPNR ANY ROOF SHALL BE DONE BY THE ROOF MANUFACTURER'S CERTIFIED REPRESENTATIVE. 1.9 INW CIIONS A INSPECTIONS DURING ALL ELECTRICAAND UPON L INSTALLEDOF EUNDER NIISS CONTRACGE T. PNYA�E)ANCE O L� FOR CONDITIONS OF THE CONTRACT. e B. INSPECTIONS REWIRED: AS PER THE LAWS AND REGULATIONS OF THE LOCAL AND/OR STATE AGENCIES HAVING JURISDICTION AT THE PROJECT SITE G INSPECTION AGENCY: APPROVED BY THE LOCAL ARD/OR STATE AGENCIES HAYING JURISDICTION AT THE PROJECT STE 0. CERTIFICATES: SUBMIT ALL REWIRED INSPECTION CERTFICATES E ROOF WORK: CONTRACTOR IS RESONS ISLE TO IDENTIFY MY EESTIG ROOF DAMAGE AND/OI LEAKS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE RESPOSBLE FOR CORRECTING ALL DAMAGE OR LEAKS FOUND AFTER CONSTRUCnON IS COMPLETED. 1.10 DELIVERY STORAGE AND HANDLING PACKING AND SHIPPLNG DEUVER PRODUCTS IN ORIGINAL UNOPENED PACKAGING. PROPERLY INDENTIFlED WITH MANUFACTURER'S IDENTIFICATION, AND COYPUAHCE LABELS B. STORAGE AND PROTECTION: COMPLY WITH ALL MANUFACTURER'S WRITTEN RECOMMENDATIONS. STORE ALL PRODUCTS IN A MANNER WHICH SHALL PROTECT THEM FROM DAMAGE, WEATHER, AND ENTRY OF DEBRIS. C. DAMAGED PRODUCTS, DO NOT INSTIL DAMAGED PRODUCTS ARRANGE FOR PROMPT REPLACEMENT. 1.11 MAINTAINING STE CONDITIONS A. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A NEAT AND ORDERLY PROJECT STE REMOVE AND DISPOSE OFF SITE ALL RUBBISH. WASTE UTTER. AND ALL FOREGN SUBSTANCES REMOVE PETRO- CHEMICAL SPILLS. STAINS AND OTHER FOREIGN DEPOSITS. RETURN ALL SURFACES TO ORIGINAL CONDITION. 1.12 WARRANTIES A THE CONTRACTOR SHALL WARRANTY ALL GENERAL WORK FOR A MINIMUM OF ONE YEAR OR AS STATED ELSW E N THE CONTRACT. B. ROOF WARRANTY: ALL WORK ON ROOFS SHALL BE PERFORMED IN FULL OOMPUANCE WITH THE ROOF MANUFACTURER AND CONTRACTOR SHALL OBTAIN TTEN VERIFICATION FROM ROOF MANUFACTURER MAT THE WARRANTY REMAINS VAUD AFTER CONSTRUCTION IS COMPLETE. 1.13 TELEPHONE SERVICE: APPLICABLE 1.14 ELECTRIC SERVICE APPLICABLE PART 2 - PRODUCTS 21 GENERAL A GENERAL REWIREMENS ALL MATERIALS AND EQUIPMENT SHALL BE IN ACCORDANCE NTH THE CONTRACT DOCUMENTSG ASTANDARD PRODUCTS OF THE VARIOUS MANUFACTURERES. ALL MATERIALS .0 EQUIPMENT TO BE NEW, CLEM. UNDAMAGED, AND FREE OF DEFECTS AND CORROSON. S. ACCEPTABLE PRODUCTS: THE PRODUCT OF A SPECIFIED M APPROVED MANUFACTURER WILL BE ACCEPTABLE ONLY WHEN THAT PRODUCT COMPLIES WITH OR IS MODIFIED AS NECESSARY TO COMPLY WITH ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS. C. COMMON ITEMS WERE MORE THAN ONE OF ANY SPECIFIC ITEM IS REQUIRED. ML SNAIL BE OF THE TYPE AND SAME TE MANUFACTURER. D. UL USTING: ALL MATERIALS AND EQUIPMENT SHALL BE UNDERWRITERS LABORATORIES (UL) LASTED AD LABELED. WHERE UL STANDARDS AND LISTINGS EXIST FOR SUCH MATERIALS OR E IPYENT. 1 Lu co 22 SOIL MATERIALS A SUBBASE MATERIAL NATURALLY ON ARTIFICIALLY GRADED MIXTURE OF NAIURN. OR CRUSHED GRAVEL V CRUSHED STONE CRUSHED SLAG. OR NATURAL OR CRUSHED SAND. B. DRNNAGE FILL WASHED, EVENLY GRADED MIXTURE OF CRUSHED STONE OR CRUSHED OR UNCRUSNED ORAVEL. WITH 10D PERCENT PASSING A 1-1/2 INCH SIEVE, MD NOT MORE THAN 5 PERCENT PASSING A NO. 4 SIEVE. C. BACKFlLL AND FILL YAIENAIS MATERIALS GOMPIONG WITH ASTY D248] SOL CLASSIFICATION GROUPS SM, SW, AND SP RIFE Qi GUY. ROGC OR GRAVEL URGER THAR 2 INCHES IN ANv DIIAENSON, DEBRIS. wA51E FRO$1 MATEPoAlS. VEGETABLE. MD OTHER DELEIERIQUS MATTER. 23 RACEWAY SYSTEMS A RACEWAY SIZING: AS REWIRED BY NEC (MINIMUYI WITH OVERSZED RACEWAYS AS INDICATED ON DRAWINGS MINIMUM CONDUIT SIZE 3/4-INCH, UNLESS INDICATED OTHERWISE B. RACEWAY TYPES RIGID GALVANIZED STEEL CONDUIT. ELECTRIC& METAWC TUBING (ELIAA FIiIOBIE STEEL CONDUIT, UQUID-TIGHT FIEJOBLE STEEL CONDUIT AND SCHEDULE 40 HEAVYWAII AANND SCHEDULE 30 EXTRA-HEAVYWALL RIGID NGN-METALLIC (PVC) CONDUIT, CONFORMING TO APPLICABLE ANSI, NEMA AND UL STANDARDS C. FITTINGS: ALL RACEWAY FITTINGS t CTME INTENDED APPUCAIT FOR MOD �IONSTEEL . EY�FDIUTT�GS TO BE COMPRESSION MATLLLIETTABIE IRON. AND UL-LISTED TO BE FOR TYPE - BOXES IN -GAMAaZ VANIZED STEEL ON SQUARE D. SOOR W BOX WR1N SN(iE-CNNGREXTENSON COVER MINMINIMUM INIM MDESIM iT 1%G MNNMASONRY BOX OR CAPACITY: 21 CUBIC INCHES. E OUTLET BOXES (SURFACE MOUNTED} CADMIUM PLATED CAST OR MALLEABLE IRON. F. PULL MO JUNCTION BOXES. AL ANO WI(REWAYS, USE AS INDICATED TURD REWIRED. JUNCTION AND PULL BOXES CONSTRUFOR OCOHNLU MINIMUM a SQUARE BY 1�1A/2 D�ro WI�TIH SCRETEEL W_04 COVERS �VAHIZED CODE GNREWAUGEAYS TO BE UL LISTED. SHEET STEEL CONSTRUCTION WIM SCREW-OI COVERS. FOR EXTERIOR AND DAMP OR WET INDOOR LOCATIONS USE BOXES AND WREWAYS APPROVED FOR SUCH USE G. PPE SLEEVES RIGID STEEL CONDUIT OR IRON PIPE. H. CONDUIT SEALS: FOR CAST -IN -PLACE CONCRETE APPLICATIONS ACCEPTABLE MANUFACTURERS O-2/GEDNEY RIPE "FSK:" TIHUNDERUNE CORP. LANK SEAL" NTH UNK SEAL WALL SLEEVE." FOR CORE DRRIED AG PRE -CAST OPENING AP+UCATONS ACCEPTABLE MANUFACTURERS O-Z/GEDNEY TYPE "CSML" TDNDFRLINE CORP. "LANK SEAL' I. SWEEPS ALL SWEEPS FOR COMMUNICATION EQUIPMENT OR INTO CONCRETE PAD SHALL BE 24" RADIUS 2.4 CLASS ORE CONDUCTORS - 600 VOLT AND BELOW A GENERAL SINGLE -CONDUCTOR 987< RATED CONDUCTIVITY. ANNEALED, UNCOATED COPPER CONDUCTORS WITH 600-VOLT RATTYPE "TNNNN`W8 INSUUTON. B. CONNECTORS: NYLON SHELL INSULATED NETAWC SCREW -ON CONNECTORS fOR et4-e10 AND, ANO BOLTED PRESSURE OR COMPRESSION TYPE LUGS AND CONNECTORS NTH INSULATING CAVERS FOR /8 AWG AG LARGER. 25 HANGERS AND SUPPORTS A. GENERAL: ALL HANGERS, SUPPORTS EN FASTERS AND HARDWARE SHALL BE ZINC -COATED OR OF EQUIVALENT CORROSION RESISTANCE BY TREATMENT OR INHERENT PROPERTY, AND SHALL BE MANUFACTURED PRODUCTS DESIGNED FOR THE APPLICATION. LL ATION. PRODUCTS FOR OUTDOOR USE SHA BE NOT DIP GALVANIZED. B. TYPES HANGERS STRAPS RISER SUPPORTS, CLAMPS. U=CHANNEL THREADED RODS, ETC. AS INDICATED OR REQUIRED. 2.6 ELECTRIC& IDENTIFICATION A NAMEPLATES: THREE -LAYER LAMINATED PLASTIC NTH MINIMUM 3/16" HIGH WHITE ENGRAVED CHARACTERS ON BUCK BACKGROUND. AN O PUNCHED FOR MECHANIC& FASTENING. FASTENERS SELF TAPPING STAINLESS -STEEL SCREWS OR NUMBER 10-32 STANINLESS STEEL MACHINE SCREWS NTH NUTS AND MT AND LOCK WASHERS S. UNDERGROUND WARNING TAPE SX-INCH WIDE POIYETNKEHE TAPE PE14MMENTLY BRIGHT COLORED WITH CONTINUOUS-PRNTED LEGEND INDICATING GENERAL TYPE OF UNDERGROUND LINE BELOW AND "CAUTION." COLORS AS FOLLOWS 1. RED - ELECTRIC 2 GRANGE - COMMUNICATIONS G MARKING PENS: PERMANENT, WAIERPR00F, WICK DRYING BLACK INK. ACCEPTABLE MANUFACTURERS: SANFORD FINE POINT "SHMPIE." OR EQUAL D. ORE TAGS: VINYL OR VINYL -CLOTH SELF-ADHESVE WRAPAROUND TYPE INDICATING APPROPRIATE ORMIT NUMBER, ETC. Z O 1,V W rraAA vI Owg By: BJW Date: 07-28-99 Sheet/: 9 17 0ECMC SEPNCE A MATERIALS - REFER TO DRAMN(S AND APPICABLE SPECIFICATIONS. to ENCLOSURES A CRY LOCH-. INDOOR - NEMA I B. WET LOCATION OR OUTDOOR - NEVA 3R x1D SAFETY SWITCHES A GENERAL HEAVY DUTY. HORSEPOWER RATED, FULLY ENCLOSED. FUSIBLE (WITH REJECTION FUSE CLIPS) OR NON -LASED AS INDICATED. WICK -MAKE QUICI< BREM SWITCHING MECHANISM OR WITH COVER, AND NEYA-I ENCLOSURE FOR DRY LOCATIONS AND NEYA-3R ENCLOSURE FOR OUTDOOR LOCATIONS UNLESS INDICATED OTHERWISE SWITCHES TO BE LABELED AS 'SUITABLE FOR USE AS SERVICE ENTRANCE EQUIPMENT.' WHERE REQUIRED. B. RATINGS VOLTAGE, PHASES, AYPERAES AND FUSING AS INDICATED. C. IN THE FUSED CONFIQURATION, SWITCHES SHALL HAVE AN INTERRUPTING CAPACITY OF AT LEAST IOD,ODO NIPS SYMMETRICAL AT SX HUNDRED 600) VOLTS WHEN USED WITH CLASS RK-5 TIME DELAY CURRENT UNITING N D. WARDS LINE SHIELD GUARDS TO PREVENT CONTACT WITH LIVE PARTS E CONTACTS AVER ALLOY, SETCI BLA06 SHIM BE DE-ENERCZED IN TIIE OPEN POSITION. F. WIGS SOLDERLESS TYPE. G. REJECTION FUSE CUPS PROVIDE FOR FUMBLE SWITCHES O-BOOA) TO PREVENT NE INSTALLATION OF CLASS HAND CLASS KNOW-CURR(J7-u. G VISES H. ACCEPTABLE MANUFACTURER GENERAL ELECTRIC. SQUARE D. SEMANS. xtl GROUNDING A SYSTEM DESCRIPTION: GROUNDING NETWORK SYSTEM SHALL ESTABLISH A EARTH-RESSTANCE TO THE REFERENCE GROUND POINT NOT TO EXCEED 5 OHMS FOR BOLDING. CONSISTING OF BONDING OF STRUCTURE AND OTHER MET& OBFC7S GROUNDING ELECTRODES; AND INTERCONNECTING CONDUCTORS B. MATERIAL WgCATED AS FOLLOWING. 1. GROUND RODS 5/8' OA % TO'-0' LONG COPPER GLAD GROUND ROD OR XIT GROUND RDO 10'-'1' STRAIGHT SHAFT TYPE x PROTECnVE BOX: 6' DIAL X lY LONG SCHEDULE BID PVC PPE ON SCREW COVER 3. CONDUCTORS COPPER STRANDED OR SCUD TINNED BARE SIZE AS INDICATED. A. GROUND WIRE CLAMPS HEAVY DUTY CLAMPS AS MANUFACTURED BY BURN" S. WELDS HEAVY DUTY EXOTHERMIC WELDS AS MANUFACTURED BY CADWELD. WELDS SHALL BE PROTECTED FROM CORROSION AS MANUFACTURED BY ZRC CHEMICAL PRODUCTS GA. 6. CONNECTIONS 1) USE DOUBLE HOE LUGS FOR ALL MECHANICAL CONNECTIONS 2) INSTALL GROND DROPS GIN THE BACK OF THE GIN UNO PATE ALL GROINO DROPS WILL HAVE SEPERATE BOLTED ON CONNECTIONS. USE STAINLESS STEEL BOLTS. NUTS AND STAR WASHERS ON BON SIDES O GROUND PLATE x12 CIRCUIT BREAKERS ' A. GENERA: YODED CASE ON THERM& MD MAGNETIC TRIPS UNLESS INDICATED OTHERWISE NMUM 14.000 AMPS INTERRUPTING CAPACITY, MINER RATINGS AS INDICATED OR REQUIRED BY AVAILABLE FAULT CURRENT. BOLT ON TYPE 2.13 FUSES A UL CLASS RK-5, 250 CULT OR 6O) VOLT AS REQUIRED FOR ITEM VOLTAGE, DUAL EIM T. TIME DELAY, CURRENT UMMIG. 200,000 MC, AMPERE RATINGS AS INDICATED. B. ACCEPTABLE MANUFACTURERS: BUSSMAN 'FUSETRON'; OR EQUAL BY GOULD SHAWIAUT. 2.14 PMELBOARDS A GENERAL t. TWO -ROW. BOLT IN CIRCUIT BREAKER WITH MAINS, RATINGS AND BRANCH OENCES AS INDICATED. 2. MINIMUM 10.000 MC. FOR 208V, 14,000 AIC. FOR NIOV. 3. LOCKABLE COVER, COPPER BUSS ♦. PANEL BOARDS SHALL HAVE MAIN CIRCUIT BREAKER (LOCKABLE IN ON k OFF POSITIONS). S. COPPER BUS BARS (ALUMINUM COMPONENTS IN ELECTRICAL DEVICES IS PROHIBITED), ISOLATED NEUTRAL BUS AND fVLL 512E GROUNDING BUS- B. ACCEPTABLE MANUFACTURERS: SQUARE D, SEIMENS ITE OR EQUIVALENT, 2.15 DEVICES A SWITCHES: 20AMP. 120-2T7 VOLTS. A.C. ONLY, TOGGLE TYPE, SINGLE POLE, DOUBLE POLE. THREE WAY ON FOUR WAY AS INDICATED OR REQUIRED. B. RECEPTACLES 20AMP, 125V. NEYA 5-20R DUPLEX TYPE. INDOOR MOUNTED USE STAINLESS STEEL COVER, OU OOR OR WET LOCATION MOUNTED USE DEVICE RATED FOR USE PROVIDE GFCI TYPE WITH SOLID STATE GROUND FAULT SENSING R 5 MA TRIP FOR OUTDOOR OR WET LOCATIONS 2.15 CABLE TRAY A GENERAL PROVIDE A COMPLETE CABLE MAY SYSTEM WITH BENDS FITTINGS ACCESSORIES ETC. AS REOUIREU OR INDICATED. B. DESCRIPTION: ALUMINUM ALLOY CONSTRUCTION TYPE LADDER ON 12' MAX. SPACING DEPTH: MINIMUM ♦' WIDTH: AS WI INDICATED ON DRANGS (MINIMUM 12'HORIZGNA RUNS - MINIMUM 6' VERTICAL RUNS). SUPPORT SPA: 8 FOOT MINIMUM Uul FF5 OTHERASE NOTED LOADING: ND IDf/k RADIUS: M 41M UM, SNAl1FR MAY BE PERMITTED IF APPROVED BY DIMMER COVER: VENTILATED .053 ALUMMINUM. PROVIDE MERE INDICATED C. GROUNDING: BOND ALL MAY SECTIONS USING /2 AND BARE COPPER GROUND D. ACCEPTABLE MANUFACTURERS: NEWTON INSTRUMENTS OR EQUIVALENT. 117 SMOKE DETECTOR A GENERAL: UL USTED. iV APPROVED. PHOTOELECTRIC IONIZATION (IMTH NC DRY CONTACTS) AREA SMOKE DETECTOR POWER: 12DVAC CONTACTS DUAL 5A. 120V CONTACTS 218 SERVICE ENTRANCE WEATNERNEAD A GENERA, PROVIDE WATER TIGHT CLAMP TYPE SERVICE ENTRANCE HEAD ON ALL ASSOCIATED HARDWARE CROUSE-HINDS MODEL F636. PROVIDE SUPPORTING GUY CLAMP AS NEEDED BASED ON UTKITY CABLE TENSION. 2.19 SUB -METERING A ACCEPTED MANUFACTURERS SQUARE D COMPANY OR EQUIVALENT. PART 3 - EXECUTION 3.1 GENERAL A THE INSTALAnaN OF ALL WORK SHA BE IN ACCORDANCE ON THE INTENT OF THE CONTRACT DOCUMENTS. B. INSTALLATION REQUIREMENIi ALL MATERIALS AND EQUIPMENT SHALL BE INSTALLED S RECOMMENDED BY THE RESPECTIVE MANUFACTURERS. BY MECHANICS EXPERIENCED AN O SKILLED IN THEIR PARTICULAR TRADE IN A NEAT AND WORKMANLIKE MANNER, N ACCORDANCE WITH THE STANDARDS OF THE TRADE AND SO AS HOT TO VOID ANY WARRANTY OR UL LISTING. C. ADMIMSTRATION AND SUPERVISION: ALL WORK SHALL BE PERFORMED UNDER THE CONTRACTOR'S DIRECT SUPERVISON, USING SIUFFICIENT AND QUALIFIED PERSONNEL AS NECESSARY TO COMPLETE NE WORK IN ACCORDANCE ON THE PROGRESS SCHEDULE. THE CONTRACTOR SHALL ASSIGN ONE OR MORE COMPETENT SUPERVISORS WHO SHALL HAVE AUTHORITY TO ACCEPT AND EXECUTE ORDERS AND INSTRUCTIONS, AND WHO SHAI COOPERATE ON THE OTHER CONTRACTORS AND SUBCONTRACTORS THE ENGINEER AND OWNER IN ALL MATTERS TO RESOLVE CONFLICTS AND AVOID DELAYS. 0. UNFINISHED AND FINISHED AREAS: FOR THE PURPOSES OF THESE ELECTRICAL SPECIFICATIONS, 'UNFINISHED' AREAS SHALL INCLUDE MECHANICAL, ELECTRICAL M0 TELEPHONE EQUIPMENT ROOMS. ALL OTHER AREAS SHALL BE CONSIDERED 'FINISHED' SPACES, UNLESS INDICATED OR APPROVED OTHERWISE E IN UNFINISHED AREAS RACEWAYS, EQUIPMENT AND DEVICES MAY BE INSTALLED CONCEALED OR EXPOSED, UNLESS INDICATED OTHERWISE F. IN FINISHED AREAS CONCE& ALL RACEWAY AND FLUSH MOUNT ALL ELECTRICAL BOXES EQUIPMENT, AND DEVICES UNLESS INDICATED OR APPROVED OTHERWISE THE SPACE ABOVE SUSPENDED CEILINGS OR BEHIND FURRED SPACES S CONSIDERED OUTSIDE FINISHED AREAS AND ELECTRICAL MATERIALS INSTALLED WITHIN THESE AREAS ARE CONSIDERED CONCEALED. G. MINIMUM MOUNTING HEIGHT: INSTALL EXPOSED RACEWAY AO ALA OTHER EQUIPMENL EC., UONTINC FIXTURES KITH NOT LESS THAN T-e CLEM M FINISHED FLOOR, UN SS INDICATED OR APPR VED OTHERWISE, MO EXCLUDING RACEWAY AND EQUIPMENT MOUNTED ON WALLS H. DIMENSIONS AND CLEARANCES FIELD MEASURE ALL OYENSONS MD CLEARANCES AFFECTING THE INSTALLATION OF ELECTRICAL WORK, IN REATION TO ESTABLISHED DATUM, BUILDING OPENINGS AND CLEARANCES, AND WORK OF OTHER TRADES AS CONSTRUCTION PROGRESSES. 3.2 EXAMINATION A CONDITIONS VERIFICATION: EXAMINE THE AREAS AND CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED, NO IDENTIFY MY CONDITIONS DETRIMENT& M THE PROPER AND TIMELY COMPLETION OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 3.3 COORDINATION A GENERAL SEQUENCE. COORDINATE AN INTEGRATE THE INSTALLATION OF ALL MATERIALS AND EQUIPMENT FOR EFFICIENT FLOW OF WORK. IN CONJUNCTION ON THE OTHER TRADES. RENEW THE DRAWINGS FOR WORK OF THE OVER TRADES AND REPORT AND RESOLVE MY DISCOVERED DISCREPANCIES PRIOR TO COMMENCING WORK. B. COOPERATION: COOPERATE ON THE OVER CONTRACTORS AND INGINDU& DISCIPUNES FOR PLACEMENT, ANCHORAGE AND MOCONPUSHEMENT OF THE WORK(. RESOLVE INTERFERENCES BETWEEN WORK OF OTHER DISCIPLINES OR CONTRACTORS, PRIOR TO COMMENCING INSTALLATION. C. SUPPORTS AND SLEEVES COORDINATE THE INSTALLATION OF REQUIRED SUPPORTING DEVICES AND SLEEVES TO BE SET IN POURED -IN -PUCE CONCRETE AND OTHER STRUCTUR& COMPONENTS AS THEY ARE CONSTRUCTED. D. OBSTACLES AND INTERFERENCES: WHEN INSTALLING EQUIPMENT AND RACEWAYS, PROVIDE OFFSETS. FITTINGS, ACCESSCRIES AND CHANGES IN ELEVATION OR LOCATION AS NECESSARY TO AVOID OBSTACLES AND INTERFERENCES. PER ACTUAL FIELD CONDITIONS 3.4 EQUIPMENT PROTECTION ` A PROTECT ALL EQUIPMENT. AND MATERIALS AND WORK FROM THE WEATHER ELEMENTS. PLANT, MORTAR, CONSTRUCTION DEBRIS AND DAMAGE UNTIL PROECT IS SUBSTANTIALLY COMPLETE. REPAIR. REPLACE, CLEM, AND RETURN TO ORIGINAL CONDITION ALL DAMAGE AREAS EQUIPMENT, UTIUnES ETC.. WORK SO AFFECTED. 3.5 LAYOUT A GENERA: INSTALL MATEM&S AND EQUIPMENT LEVEL AND PLUMB, AND PARALLEL AND PERPENDICULAR TO OTHER BUILDING SYSTEMS AND COMPONENTS, WHERE INSTALLED EXPOSED. B. SERVICEABILITY: INSTALL EQUIPMENT AND RACEWAYS, ETC. TO READILY FACILITATE SERVICING, MAINTENANCE AD REPAIR OR REPLACEMENT OF COMPONENTS. MD SO AS TO MINIMIZE INTERFERENCE ON OTHER EQUIPMENT AND INSTALLATIONS. C. CLEARANCES: PRIOR TO COMMENCING WORK. VERIFY NAT ALL EQUIPMENT WILL ADEOUATELY FIT AND CONFORM TO THE INDICATED MD CODE REQUIRED CLEARANCES. IN THE SPACES INDICATED ON THE DRAWINGS. IF REARRANGEMENT IS REQUIRED, SUBMIT PLAN AND ELEVATION DRAWINGS OR SKETCHES INDICATING PROPOSED REARRANGEMENT, FOR THE ENGINEER'S APPROVAL 00 HOT REARRAMF WITHOUT EXPRESS WRITTEN PERMISSION OF THE ENGINEER. Dw0 By BJW DIIW: 07-28-99 5hM/: 10 D. RIGHT- -WAY, WHEN LAYING OUT WORK, GIVE MIMI FIRST TO COMMUNICATIONS MIRING AND NEXT TO STEAM AND OONOEMATE LINES SANITARY UNE% DRAIN UNES. ARE PROTECTION MNNG AND SHEET METAL DUCT WORK. PROVIDE OFFSETS AS REWIRED TO AVOID CONVICTS RESOLVE ALL CONUCTS BEFORE CONYENONG INSTALLATION. 16 NOUN RING HEIGHTS A GENERAL NOCATED HEIGHTS ARE MEASURED FROM THE CENTER OF THE DEVICE CL TLET BOX TO FINISHED FLOOR OR GLADE. UNLESS INDICATED OTHERWISE. REQUEST INSTRUCTIONS FOR MOUNTING HEIGHTS NOT INDICATED. S. OEWQi RECEPPTACLES - IBF A.fF THERMOSTAT - 48' AFF. 17 HOLES. SYEVES, AND CPFNINKS GEERA: A NPROVIDE ALL HOES, SLEEVES AND OPENINGS REWIRED FOR THE COMPLETION OF WORK AND RESTORE ALL SURFACES DAMAGED, TO MATCH SURROUNDING SURFACES MAINTAIN IN TEGBTY OF ALL ARE AND SMOKE RATED BARRIERS USING APPROVED FIRESTOPPING SYSTEMS WHEN CUTTING HOES OR OPENINq OR INSTALLING SLEEVES, DU NOT WT. DAMAGE OR DISTURB STRUCTURAL ELEMENTS OR REINFORCING STEEL UNLESS APPROVED, N WRITING, BY THE PROJECT STRUCTURAL ENGINEER. B. CONOUIT PENETRATIONS SIZE CORE MILLED HOES SO THAT AN ANNULAR SPACE ' OF NOT LESS THAN 1/i AND NOT YORE MAN I' IS LEFT AROUND THE CONDUIT. PIPE ETC. MEN OPENINGS ARE CUT IN LIEUO CORE DRILLED. PROVIDE SLEEVE IN ROUGH OPENING. SIZE REEVES TO PROVIDE AND ANNULAR SPACE OF NOT LESS MAN Va' AND NOT MORE THAN I' AROUND THE CONDUIT, PIPE ETC PATCH MOUND SLEEVE WATCH SURROUNDING SURFACES 1.8 CUTTING AND PA70HING A GENERAL PROVIDE AL CUTTING, DRILLING, CHASING FITTING AND PATCHING NECESSARY FOR ACCOI%JSHING THE WORK. THIS INCLUDES ANY AND ALL WORK NECESSARY TO. UNCOVER WWI( TO PROVIDE FOR THE INSTALAnON OF ILL -TONED WORK REMOVE AND REPLACE DEFECTVE WORK AND WORK NOT CMFORLRNG TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS; INSTAL EQUIPMENT AND MATERIALS INEIOSTING STRUCTURES IN ADDITION TO MAT REQUIRED WRING THE NORMAL COMP OF CONSTRUCTION. 8. BUILDING STRUCTURE DO NOT ENDANGER THE NTEGRITY OF THE BUILDING - STRUCTURE BY CUTTING, GELLING OR OTHERWISE YOGI ANY STRUCTURAL MEMBER. WITHOUT SPECIFIC APPROVAL. DO NOT PROCEED WITH MY STRUCTURAL OGFICAMINS WITHOUT WRITTEN PERISSION OF THE PROJECT STRUCTURAL ENGINEER. C. REPARS: REPAIR MY AND ALL DAMAGE TO WORN OF OTHER TRADES CAUSED BY CUTTING AND PA7CFYNG OPERATIdIS. USING SKILLED MECHANICS OF THE TRADES INVOLVED. 16 UNDERGROUND ELECTRICAL WORK A GENERA: PERFORM AL EXCAVATING, TRENCHING AND BAG W, ETC. AS N04CAIED OR REQUIRED FOR THE INSTALLATION OF AL UNDERGROUND ELECTRICAL WORK. COORDINATE WORK WITH ONES TRADES AND VERIFY "STING UWEWRWNO SERVICE AND CONDITIONS B. CONOI7 BURIAL DEPN, 36' BELOW FINISHED GRADE. UNLESS INDICATED ONERWSE ALL EKCAVATION AND BURIAL DEPTHS INDICATED ME BELOW FINISHED GRADE C EXCAVATING` DO NOT EXCAVATE BELOW REWIRED DEPTH, EXCEPT AS NECESSARY FOR REMOVAL OF UNSTABLE SOIL OR MEN ROCK IS ENCOUNTERED. MIEN ROCK IS ENCOUNTERED. EXCAVATE SIX INCHES BELOW THE REWIRED DEPTH AND BACKFlLL WITH A YINIMUY 6' LAYER OF CRUSHED STONE OR GRAVEL BETWEEN ROC( SEMING SURFACE AND THE ELECTRICAL INSTALLATION. STOCKPILE UTSFACTORY EXCAVATED MATERIALS WHERE DIRECTED, UNTIL REWIRED FOR BACKFlWNG. REMOVE AND LEGALLY DISPOSE OF EXCESS EXCAVATED MATERIALS AND WATEMALS NOT SUITABLE FOR BAGDILL USE SHORE AND BRACE AS REWIRED FOR STABILITY OF EXCAVATION. REMOVE 94MNG AND BRACING MIEN NO LONGER REWIRED. WHERE SHEETING IS ALLOWED TO REMAIN. CUT TOP OF SHEETING OFF AT M ELE/APOW OF 30' BELOW FINISHED GRADE D. TRENCHING WT ALL TRENCHES NEATLY AND UNIFORMLY AND SO AS TO PROVIDE AYPIE WORKING ROOM AND AT LEAST SX INCHES CLEARANCE ON BON DES OR AS INDICATED TAKE NECESSARY PRECAUTIONS WHEN WORKING NEAR E STNG UNDERGROUND UTUIM AND COORDINATE WITH THE INSTALLATION OF CONCURRENT UTILITIES BY OTHER TRADES UNLESS NDCAFED OTHERWISE ITCH ALL CONDUIT RUNS DOWNWARD AWAY FROM BUILDINGS, WANHOUS, AND PAD MOUNTED EQUIPMENT. EXCAVATE TRENDIES TO DEPTH INDICATED OR REWIRED. OMIT IEUNGN OF OPEN TRENCH TO NAT N WHICH INSTALLATIONS CAN BE MADE AND TRENCHES BACKFILLED WITHIN THE SAME DAY. E. SAND ENVELOPE: INSTIL A MINIMUM ENVELOPE OF THREE INCHES (TOP. BOTTOM, AND SIDES THREE INCHES UCH OF FINE GRAIN SAND AROUND ALL EIFCTPoCAL CABLES AND CONDUITS INST BELOW GRADE UNLESS INDICATED O C W C F. PREPARATION FOR BACKFlWNG: BACKFILL EXCAVATIONS AS PROMPTLY AS WORK PERMITS BUT NOT UNTIL COMPLETION OF INSPECTION, TESTING, APPROVALS, AND RECORDING OF UNDERGROUND UTILITY LOCATIONS PRIOR TO 8ACKFlLUNG. REMOVE ALL CONCRETE FORM WORK. SHORING, BRACING. TRASH AND DEBRIS G. SAM CLING: USE ONLY APPROVED MATERIALS MEE FROM BOROOM SHARP �2,ECTS AND OTHER UNSUITABLE MATERIALS. MATCH THE FINAL EIEVATONS D MATERIALS OF AREAS AFFECTED BY EXCAVATING, TRENCHING AND SACKFlWNG REPLACE CONDUIT AND CABLES DAMAGED BY IMPROPER BACKALLNG. REPLACE SURFACE MATERIALS TO MATCH EXISTING SURFACE MATERIALS IF NO OTHER UTUT OR SITE WORK IS BEING DONE IN AREA PLACE SPECIFIED SOIL MATERIALS IN A' - B' LAYERS TO REWIRED SUBGRADE ELEVATIONS H. BACKFlLL PLACEMENT: PLACE BACKAU AND FILL MATERIALS IN LAYERS OF NOT MORE THAN B' IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HEAVY EQUIPMENT, AND NOT YORE THAN A'IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HANG -OPERATED TAMPERS. BEFORE COMPACTION. MOISTEN OR AERATE EACH LAYER AS NECESSARY TO PROVIDE OPT MOISTURE CONTENT. COMPACT EACH LAYER TO REQUIRED PERCENTAGE OF MAXIMUM DRY DENSITY OR RELATIVE DRY DENSITY FOR EACH AREA CAWFICATON SPECIFIED BELOW. DO NOT PUCE BACKFTLL M FlLL MATERIAL ON SURFACES THAT ME MUDDY, FROZEN. OR CONTAIN FROST OR ICE PUCE BACKFlLL AND ALL MATERIALS EVENLY ADJACENT TO STRUCTURES. PINING, AND EQUIPMENT TO REWIRED ELEVATIONS. PREVENT DISPLACEMENT OF RACEWAYS AND EQUIPMENT BY CARRYING MATERIAL UNIFORMLY AROUND THEY TO APPROXIMATELY SALE ELEVATION IN EACH LIFT. 3.10 RACEWAY SYSTEMS A RACEWAY TYPES UWESS INDICATED OTHERWISE, USE RACEWAY TYPES AS FOLLOWS 1. INDOORS: USE EXPOSED RIGID GALVANIZED STEEL CONDUIT BELOW FOUR FEET ABOVE FINISHED FLOOR WHERE SUB.ECT TO PHYSICAL DAMAGE EMT SURFACE EMT SURFACE RACEWAY WAY BE (USD WHERE NOT SUBJECT TO PHYSICAL DAMAGE 2 IIN RIDdO NON YETAUC CONBELOW FLOOR DUIT. STUB P USING SCNEI]UIE w ELBOWS. 1 OUTDOORS. BELOW GRADE (WWYUY 3/1-INCH SIZE). SCHEDULE HO PodD NON-YETV CONDUIT. STUB UP U9 C RICO GALVANIZED STEEL ELBOWS, FOR AC CONDUIT ONLY. FOR ALL OTHERS, PVC ELBOWS AC EPTED. A. OUTDOORS, EXPOSED: RICO GALVANIZED STEEL CONDUIT AND TYPE PVC SCHE a SUNLIGHT RESISTANT WHERE NOT SUB.ECT TO PHYSICAL OAYAGE 1 AEDKSLE STEEL CONDUIT: USE (IN DRY LOCATIONS ONL'I) AND FOR FINAL CONNECTIONS NS TO RECESSUGHTING FlXTIRES AND BETWEEN OUTET BOXES IN METAL STUD PARTITIONS 6. UWID-TIGHT FLEXI LE STEEL CONDUIT: USE WHERE RLEABLE STEEL COIDN7 CONNECTIONS ME REWIRED IN DRY. CAMP. WET OR OILY LOCATORS FOR CONNECTIONS TO TRANSFORMERSS,, VIBRATING EWRYENT MD EQUIPMENT REWIRING MINOR ADJUSTYENIS IN POS PIONS AND FiXt FINAL GOWNECnQNS TO ALL MOTORS AND SIMILAR EQUIPMENT. 7. TELEPHONE SERVICE: EMT OR CPS CONDUIT AS INDICATED. MINIMUM SIZE COMMIT T INCH. B. RACEWAY ROUTING: AS REWIRED BY JOB CONDITIONS UNLESS SPECIFIC ROUTES OR DINEN9ONED POSTIMS ME INDICATED ON THE DRAWINGS. NSTALL TIGHT TO SLABS, BEAMS AND JOISTS WHEREVER POSSIBLE ROUTE EXPOSED CONDUIT, AND CONDUIT INSTAl1ID ABOVE MUNM PARALLEL OR PERPENDICULAR TO WALLS CEILINGS MO STRUCTURAL MEMBERS. NSTALL TO (MAINTAIN YINIMUY HEADROOM AND TO PRESENT A NEAT APPEARANCE. RUN PARALLEL RACEWAYS TOGETHER WITH BENDS MADE FROM SAME CENTER LINE VERIFY EXACT LOCATONS OF ALL RACEWAYS, PULL BOXES, AND .UNCTION BOXES RESOLVE MY CONFLICTS SORE INS �TONSWT INSTALL HOBZON& CONDUIT RUNS BELOW T-6' C RACEWAY INSTALLATION: CUT CONDUIT ENDS SQUARE USING SAW OR PIPECUTTER ND AREAP EACH WT END SMOOTH. CAREFULLY WAKE ALL CONDUIT BENDS AND OFFSETS SO MAT THE INSIDE DIAMETER OF PIPE IS NOT REDUCED. MAKE BENDS SO THAT LEGS ARE IN THE SAME PLANE MME OFFSETS SO THAT LEGS ARE IN THE SAYE PLANE AND PARALLEL PROTECT STUB -UPS FROM DAMAGE MD CAREFULLY REBEND WHEN NECESSARY. D. FITTINGS: MAKE UP ALL RACEWAY FITTINGS FONT M THAT FINAL INSTALLATION OF RACEWAY, FITTINGS AND ENCLOSIRES CONSTITUTES A FIRM MECHANICAL ASSEMBLY AND A CONTINUOUS ELECTRICAL CONDUCTOR. WHERE REWIRED, PROVIDE BONDING JUMPERS TO ASSURE ELECTRICAL CONTNUIT. PROVIDE INSULAI NG BUSHINGS ON CONDUIT TERMINATIONS E. PROTECTON: PROTECT ALL RACEWAYS. ENCLOSURES AND EQUIPMENT DURING CONSTRUCTOM TO PREVENT ENTRY OF CONCRETE DEBRIS AND OTHER FOREIGN MATTER. FREE CLOCKED CONDUITS OF ALL OBSTRUCTIONS OR REPLACE PRIOR TO PULLING WIRE W NOT PULL WISE WITHIN BUILDINGS UNTIL BUILIMNGS ME COMPLETELY ENWOSED. F. BOXES INSTALL ALL OUTLET, PULL AND JUNCTON BOXES RIGOLY. PLUMB AND LEVEL SUPPORT AHD SECURE BOXES INDEPENDENTLY FROM CONDUITS TERMINATING T BOX. INSTALL ALL BOXES SO AS TO BE ACCESSIBLE MD SO NAT COVERS MAY BE EASILY REMOVED. G CONDUIT SEALS INSTALL CONDUIT SEAL FOR EACH CONDUIT PENETRATING AN EXTERIOR BUILDING WALL BELOW GRADE (LIN PENETRATION IS BELOW LOWEST BUILDING ROOK SUB , AND ELSEWHERE AS INDICATED, AND SO M TO ACHIEVE A SEALED OR TION� INSTALLATION. H. RIGID GALVANIZED STEEL SCHE s0 CONDUIT SHALL BE USED IN AREAS SUBdCT TO PHYSICAL DAMAnYYNGE. WILL. ENCOT BEACCEPTED) ED, THREADED AND COB GAL—= (COMPRESSION co 3.11 CONDUCTORS - 800 v0.T AND BELOW I 1 E A MINIMUM CONDUCTOR SIZE: ALL BRANCH CIRCUIT WRING ShN BE YINIMUY •� EII AWG. FEEDER CRWIT WRING SHALL BE MINIMUM 62 AWG UNLESS ONERMISE NOTED. J AL CONTROL CIRCUIT WRING SHALL BE MMYMUM E14 AWC. UNLESS W INDICATED OTHEBWSE. PROVIDE LARGER SIZES AS INDICATED M REQUIRED. A FULL SIZE EMPTYENT GROUNDING CONDUCTOR WILL BE INSTALLED IN POWER AND UCHnNG CONDUITS (CONDUITS WILL NOT BE USED AS A GROUNDING CONDUCTOR). B. IN RACEWAY: INSTALL ALL WRING IN CONDUIT OR OTHER SPECIFIED RACEWAY, UNLESS INDICATED OTHERWISE. I: RCWEX BRL AC AND MC TYPE CABLES ARE NOT ALLOWED. C TFRMINAE ALL ECAjIRMSHICA AND INSTALL TERLMNAT INDICATED O INIEUDING LUGS li NECESSARY, TO MAKE ALL ELAND S A CONNECTIONS AIONSS OR REQUIRED. I: EXTERIOR AND SW iCG NEC TERMINATIONS SMALL HAVE M ANTI -OXIDANT APPLIED. 2: SPRING TYPE WIRE CONNECTORS USED IN EXTERIOR BOXES SHALL BE SILICONE FlLIED. 112 HANGERS AND SUPPORTS A GENERAL RIGIDLY SUPPORT AND SECURE ALL MATERIALS. RACEWAY AND EQUIPMENT TO BOLDING STRUCTURE USING HANGERS. SUPPORTS AND FASTENERS. SUITABLE FOR ME USE. MATERIALS AND LOADS ENCOUNTERED. PROVIDE ALL NECESSARY HARDWARE. PROVIDE CONNWIT SUPPORTS AT MAXIMUM 5 FT. O.C. B. OVERHEAD MOUNTING ATTACH OVERHEAD MOUNTED EQUIPMENT TO STRUCTURAL FRAMEWORK M SUPPdtTING METAL FRAMEWORK. 00 NOT MAKE ATTACHMENTS Y TO STEEL ROOFING STEEL FLOORING OR CEILING MINERAL TILE O G WALL MOUNTING SUPPORT WALL MOUNTED EQUIPMENT BY MASONRY, CONCRETE N BLOCK, METAL FRAMING OR SUB -FRAYING 0. EXTERIOR WALLS: MOUNT ALL EQUIPMENT LOCATED ON THE INTERIOR OF EXTERIOR BUILDING WALLS. AT LEAST ONE INON AWAY FROM WALL SURFACE, 5 USING SUITABLE SPACERS. E STRUCTURAL MEMBERS W NOT WT. DRILL OR WELD ANY STRUCTURAL MEMBER EXCEPT AS SPECIFICALLY APPROVED BY THE ENONEER. V F. INDEPENDENT SUPPORT: 00 NOT SUPPORT MATERIALS OR EQUIPMENT FROM OTHER EOUIPYENT. PIPING. DUCTWORK OR SUPPORTS FOR SAME o G TEYPORMY CON XTONS DO NOT ATTACN TO OR SUPPORT ELECTRICAL WORK _ FROG REMOVABLE OR KNOCKOUT PANELS OR TEMPORARY DUALS OR PARTITIONS H. RACEWAY SUPPOR Ts RIGIDLY SUPPORT ALL RACEWAY WITH MAXIMUM SPACINGS PER NEC. MO SO AS TO PREVENT DISTORTION OF ALIGNMENT WRING PULLING OPERATION. USE APPROVED HANGERS, GIAYPS AND STRAPS FOR INDIVIDUAL RUNS. DO NOT USE PERFORATED STRAPS OR THE WIRES WHERE MULTIPLE PARALLEL /R / RACEWAYS ME RUN iMFTNER, USE TRAPEZE TYPE HANGER ARRANGELENi MADE FROM U-CHMNQND ACC AESSORIES SUSPIDWED BY THREADED ROOF, AND ALLOW \/ _V AT LEAST 25% SPARE CAPACITY FOR FUTURE INSTALLATION OF ADDITIONAL RACEWAYS RIGIDLY ANCHOR VERTICAL CQNWTS SERVING FLOTIOU"TED OR ISLAND' TYPEEQUIPMENT MOUNTED AWAY FROM WALLS WITH METAL BRACKET OR RIGIO \ STEEL CONDUIT EXTENSM SECURED TO FLOOR. U I. WSCEILANEOUS SUPPORTS PROVIDE MY AWITONAL STRUCTURAL SUPPORT AS REWIRED TO ADEQUATELY Q \6J STEEL BRACKETS. ANGLES, FASTENERS AND HMDWARE SUPPORT ALL FLECIAKAL MATERIALS AND EQUIPMENT. L ONE HOLE STRAPS SHALL NOT BE USED FOR CONDUITS LARGER THAN 3/4 INCH. �i 113 EQUIPMENT CONNECTIONS O A VERFlCATION: OBTAIN AND RENEW SHOP DRAWINGS. PRODUCT DATA AND ANIfAGRRER3 INSTRUCTIONS FOR EQUIPMENT FURNISHED BY OTHERS EXAMINE ACTUAL EQUIPMENT TO VERIFY PROPER CONNECTION LOCATIONS AND REOUHMAE14M cc B. RO IN: PROVIDE ALL REWIRED CONDUIT. BOXES FITTINGS, WIRE CONNECTORS AND MISCELLANEOUS ACCESSORIES, ETC, AS NECESSARY TO ROUGH IN AND WAKE FINAL CONNECTIONS TO AL NT EQUIPMEREWIRING ELECTRICAL CONNECTIONS IN GENERAL. MOTORS AIq EQUIPMENT SHALL BE "RED IN CONDUIT TO A AINCTON SO% (OP SAFET SWITCH) NEAR THE UNIT, MD FROM TNERE TO THE UNIT IN RENBLE META OR UWID-nOHT FIEIOBIE Si1f1 �ONOUIT. C. CONNECTIONS PROVIDE PROPERLY SIZED OVERLOAD MD SHORT CIRCUIT PROTECTION FOR ALL EQUIPMENT CONNECTED, WHENER ALP SHED UNDER THIS CONTRACT OR BY OTHERS. VERIFY PROPER CONNECTIONS WIN MANUFACTURER'S WBU9HED DIAGRAMS AND COMPLY WN SANE VERFY NAT EQUIPMENT IS READY FOR ELECTRICAL CONNECTIONS, WRING ANO ENSGZATION. PRIOR i0 PERFORMING SAME. 0. CONTROL WRING: PROVIDE ALL CONTROL. WRING TO REMOTE DEVICES M EQUIPMENT D* �' AS INDICATED OR REWIRED. MODIFY EQUIPMENT CONTROL WIRING INSTALL MSF OR DISCONNECT AUNPERS, ETC. AS REQUIRED. 114 IDENTIFICATION DQf6: A OTIERAL LOCATE NAMEPLATE. MARKING OR OTHER IDENTACATON YEARS ON OUTSIDE OF EQUIPMENT OR BOX FRONT COVERS WHEN ABOVE CEILINGS AND EQUIPMENT ROOMS OR OTHER UNFINISHED 07-28-99 MIEN IN MECHANICAL OR ELECTRICAL AREAS, AND ON W9DE OF FRONT COVER WHEN N FlW9HED RDOYS/AREAS UY DESGNAnONS FOR IDENTFlCATON UNLESS MOCATED Shsef# CONTRACT DOCUMENT OTHERWISE. B. NANEPIAMSPROVIDE NAMEPLATE ENGRAVED WIN EQUIPMENT DESGNATON FOR EACH SAFETY SWITCH. PANELBOARD. 'R.VoRNER. MOTOR STARTER. AND ALL OTHER EQUIPMENT. ETC, C. UNDERGROUND WARNING TAPE- DURING TRENCH BACKFiWNG FOR EACH UNDERGROUNO DECIILW. TDF➢wpNE ... AND OTWAAR -F.S uNE IwroWDE A ttNTNUDIS UNDERGROUND WARNING TAPE LOCATED DIRECTLY ABOVE uNE, AT SIX TO EIGHT INCHES BELOW FINISHED GRADE. D. MARIDNG PEN LABELING: MARK EACH ARCION AND PULL BOX INDICATING SOURCE DESIGNATION AND CIRCUIT NUMBER(S) FOR THE ENCLOSED CONDUCTORS E LABEL ALL MRES ,DUD CABLES AT EVERY POINT OF TERMINATION AND IN ALL PULL BOXES AND JUNCTDN BOXES WIRE TAGS FOR POWER QRWITS, APPLY ARE TAG INOICATNG APPROPRIATE CIRCUIT OR FEEDER NUMBER TO EACH CONDUCTOR PRESENT IN DISTRIBUTION PANEL AND PANELBOARO GO TIERS AND TO EACH CONDUDOCTOR IN PULL AND .UNCTION BOXES F. PMNELBOARD CIRCUIT DIRECTORIES AT TO OF PROJECT, ACCURATELY COMPLETE EACH PANELBQARD pRCQT DIRECTORY CARD. IDENTIFYING LOAD SERVED OR 'SPARE' CR $PACE' FOR EACH CIRCLIIT POLE. WHEN MODIFYING. 'W OR DELETING CIROU IS AT M EXISTING PANELBOARO. UPDATE ME EXISTING (OR PROVIDE MM CACUT DIRECTORY CARD TO ACCURATELY REFUECT FINK CONDITIONS 115 CABLE PENETRATION ENCLOSURE : A GENERAL INSTALL ENCLOSURE AS RECOMMENDED BY MANUFACTURER AND OR AS REQUIRED TO TO MAINTAIN THE ROOF WARRANTY AND INTEGRITY. 116 ELECTRIC SERVICE A GENERAL ARRANGE MM iNE LOCAL ELECTRIC UTILITY COMPANY, ANO PAY ALL ASSOCIATED COSTS FOR PROVIDING TEMPORARY ELECTRIC SERVICE (6 REOUIREO) AND PERMANENT ELECTRIC SEANCE FOR IN PROJECT AS WDICAIED ANO REQUIRED. COMPLY AN AND COORDINATE ALL REOUIREMENTS OF ME UTILITY COMPANY. B. GROUNDING PROVIDE GRGRDND ELECTRODE SYSTEM FOR THE SERVICE, PER THE NEC AND UIXUTY COMPANY REQUIREMENTS G SHORT CIRCUIT RATINGS PRODUCE EQUIPMENT AN HIGHER FAULT CURRENT RATINGS AS NEEDED TO MATCH UNITY COMPANY AVAILABLE FAULT CURRENT. 117 TELEPHONE SERVICE A GENERAL. ARRANGE AN THE LOCAL TELEPHONE UTUUTY COMPANY AND PAY ALL ASSOCIATED COSTS FOR PROVIDING TELEPHONE SERVICE AS INDICATED AN O REQUIRED. IXSTAIJATIN SHALL BE IN ACCORDANCE ON TELEPHONE UTILITY COMPANY'S RULES AND REGULATIONS 116 GROIINDNG SYSTEM A EXAMINATION: 1. VERIFY THAT SURFACES ARE READY TO RECEIVE WORK. 2 VERIFY THAT FIELD MEASUREMENTS ARE AS SOWN ON SHOP DRAWINGS 1 BEGINNING OF INSTALLATION MEANS INSTALLER ACCEPTS EXISTING CONDITIONS. B. IMSTAILAl10N: INSTALL AS INDICATED ON THE DRAWINGS AMID AS REQUIRED: 1. GROUNDING NETWORK SYSTEM SHALL INCLUDE ELECTRIC K TRENCHING, SAC FILL AND COMPACTION PER THIS SECTION: GROUNDING ARE GROUNDING ELECTRODES AND ANECESSARY MATERIALS AND LABOR REQUIRED TO COMPLETE THE SPECJFIED SYSTEM. AL. 2. ALL WELDED CONNECTIONS SHALL BE HEAW OUTY EXOTHERMIC TYPE PROTECTED FROM CORROSION AS NOTED ON DINES. USE FOR OUTDOORS ONLY, NOT TO BE USED ON ROOF INSTALLATIONS 3ALL . L CAMP CONNECTIONS SHALLSEMADE ACCESSIBLE FOR INSPECTION. USE WHERE SPECIFIED. W. ALL QDERGI? W CONNECTIONS SHALL BE INSPECTED BY THE OTHERS REPRESENTATIVE PRIOR TO BACKFXUNG S IF ROCK IS ENCOUNIERED. GROUND ROD SHALL BE INSTALLED IN A 2 INCH DIAYEIQR DRILLED MOLES TO THE REQUIRED DEPTH AND SACKPUED ON APPLICATIONS OF MAGNESIUM SULPHATE OR COPPER SULPHATE G. GROUNDING ARE SHALL NOT BEND LESS THAN W IN ANY LOCATION AN A MINIMUM SEND RADIUS OF 6'. 7. PROVIDE CORROSION PROOFING PAINT ON SURFACES EXPOSED DURING INSTALLATION. S. ALL BELOW GROUND CONNECTIONS SHALL BE HEAVY DUTY EXOTHERMIC WELD. PROVIDE CORROSION PROTECTION TO WELD AREA 9. ALL ABOVE GROUND CONNECTIONS SHALL BE BOLTED CL AMP, OR SPLIT BOLT CONNECTIONS CRIMP CONNECTIONS SHALL NOT BE USED FOR EXTERIOR GROUNDING 10, ALL GROUND CONNECTIONS TO THE GROUND BAR SHALL BE RAGE WITH DOUBLE HOLE HYDRAUUCALLY INDENTED LUGS 11. WHERE ORMOND CONNECTIONS ARE MADE 111E CONTACT POINTS ARE i0 BE CLEANED AND MADE FREE OF FOREIGN MATERIALS, SUCH AS PAINT AND CORROSION. TO ENSURE AN ADEQUATE BOND. FIELD QUALITY CONMOL FIELD INSPECTION AND TESTING WILL BE PERFORMED AS REQUIRED: I. THE CONTRACTOR SHALL MAKE ALL MEASUREMENTS REQUIRED TO TEST ME GROUNDING NETWORK SYSTEM. SYSTEM SHALL BE TESTED AT THE TIME OF INSTALATION. 2 MEGGER OR EQUIVALENT SHALL BE USED FOR EARTH -RESISTANCE TESTING. 1 ANY POINT ON ME GROUND ROD FIELD SHALL BE UTIUZED AS THE EARN ELECMODE UNDER TEST. ♦. INITIAL DISTANCE BETWEEN THE REFERENCED TEST RODS SHALL BE 500 FEET, NRTHER IF TEST RESULTS INDICATE ROCS ARE ON EACH OTHERS FIELD OF RESISTANCE SMALL BE POINTS SMABE AT 20 FOOT INTERVALS TO A WAN OF 45i OF ME INITIAL DISTANCE S ME TOTAL AREA WHICH INCLUDES BOTH THE GROUND ROD FIELD UNDER TEST AND ME TEST RODS SHALL NOT OONTAW CONDUCTIVE OR METALLIC OBJECTS AND MUST BE HOMOGENOUS WIN NO DISCONTINUITIES SUCH AS DEEP EARN FILL ROCK RIDGES ElL C ME ACCEPTABLE RESISTANCE MEASURED FOR EACH GROUND ROO FIELD SMALL NOT EXCEED 5 OHMS 7. ADDITIONAL GROUND RODS AND LONGER RODS MAY BE USED ALONE OR IN COMBINATIONS AS NECESSARY TO MEET ME REQUIREMENT. B REFER i0 SOIL BORING DATA WHEN CONDUCTED FOR LOCATIONS OF BEDROCK WHERE DRIVING MAY BE REQUIRED TO INSTALL RODS 9. TESTING SNALL BE CONDUCTED UNDER THE OBSERVATION OF THE OWNER'S REPRESENTATIVE 10. ME CROUNDING NETWORK SYSTEM TEST PROCEDURE SINE COMPLY ON FPA 76 THREE PANT TECHNIQUE FOR GROUND RESISTMCE EXCEPT AS MWI HEREIN. 11, COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE GAINER'S REPRESENTATIVE k ENGINEER. 119 CHECKOUT. TESTING, AND ADJUSTING A IRRECnON/REPUQIENT: AFTER TESTING BY CONTRACTOR, OWNER OR ENGINEER, CORRECT ANY DEF1pENCIE ,AND REFUGE MATERIALS AND EQUIPMENT SHOWN TO BE DEFECTIVE OR UNABLE TO PERFORM Ai OESGN OR RATED CAPACITY. S. POWER CONDUCTORS: CONTRACTOR SHALL CONDUCT A CONTINUITY h INSULATION TEST ON CONDUCTORS BETWEEN SERVICE DISCONNECT SWITCH i POWER CABINET. C. WHEN STE POWER IS DEMYED MGM 3 PHASE SOURCE LOAD READINGS PALL BE TAKEN AND RECORDED. TO MAINTAIN A BALANCED LOAD AT THE PRIMARY SOURCE RECORDS SHALL BE TURNED OVER TO THE OWN REPRESENTATIVE D. GROUNOWG: 1. IEEE FALL OF POTENTIAL TESTS: a. A ®DOLE GROUND WWER OR ME METHOD OF USING TWO AUXIARY GROUND RODS (AS DESCRIBED W [ELL STANDARD /61-1963, PART 1) SHALL BE USED. ME AUALARY TEST RODS MUST BE SUFFICIENTLY FARAWAY FROM THE RI UNDER iESf 50 11NT YIHE REGMUNS IN YIRIKN RCP RESSiAWE IS LOCAUZE0 DO NOT O.E%AP. I. CONTRACTOR TO SUBMIT A GROUND RESISTANCE TEST TO THE CONTRACTING OFFICER FOR REVIEW AND APPROVAL (I) AFTER ALL THE E]OFRNAL GROUND RINGS ARE TIED TOGETHER BUT BEFORE THE EQUIPMENT CABINET IS TIED DOWN, A NEGGER CHECK OF THE (ROUND SYSTEM SHOULD BE DONE THE MAXIMUM ALLOWABLE RESISTANCE READING IS U OHMS TO GROUND. 2. GROUND! NG RESISTANCE TEST RETORT: . UPON COMPLETION OF TESTING FOR EACH SITE, A TEST REPORT SHDWRD RESISTANCE IN OHMS AN AUXILIARY POTEMAL ELECTRODES AT 5 FEET AND 10 FEET WTERVAS UNTIL THE AVERAGE RESISTANCE STARTS INCREASING AND ALSO NOTE THAT 10-15 PHOTOS MUST BE TAKEN TO PROOF ENTIRE EXTERNAL GROUNDING RING SYSTEM BEFORE BMCIKTLL OR NOTIFY CONiRACING OFFICER HO LESS THAN AS HOURS IN AOVANCE OF SACKFIUL TWO (2) SETS OF TEST DOCUMENTS ARE TO BE BIND AND SUBMITTED WITHIN ONE WELL( OF WORK COMPLETION. 120 SYSTEMS DEMONSTRATION A INSTRUCT THE OWNER'S REPRESENTATIVES) IN ME START-UP. OPERATION AND MAINTENANCE OF ALL ELECTRICAL SYS AND EQUIPMENT AS REQUESTED BY THE OWNER'S REPRESENTATIVE. 121 CLEANING AND TOUCH-UP PUNTING A GENERAL PERIODICMIY REMOVE FROM THE PROJECT SITE. ALL WASTE. RUBBISH AND CONSTRUCTION DEBRIS ACCUMULATED FROM CONSTRUCTION OPERATIONS. ME PREMISES SHALL BE LEFT CSEM AND FREE OF ANY DEBRIS AND UNUSED CONSTRUCTION MATERIALS, PRIOR TO FINAL ACCEPTANCE. B. ELECTRICAL EQUIPMENT: REMOVE ALL DUST. DIRT, DEBRIS, MORTAR. WRE SCRAPS. RUST, AND OTHER FOREIGN MATERIALS FROM ME INTERIOR AND EXTERIOR OF ALL ELECTRICAL EQUIPMENT AND ENCLOSURES, AND WIPE DOWN, CLEAN ACCESSIBLE CURRENT CARRYING ELEMENTS AND INSULATORS PRIOR TO ENERCZING. C TOUCH-UP PAINTING RESTORE AND REFINISH TO ORIGINAL CONDION, ALL SURFACES OF ELECTRICAL EQUIPMENT SCRATCHED. MARRED AMD OR DENTED DURING SHIPPING. DI HANNG, OR INSTALLATION, REMOVE ALL RUST, "WE AND PAINT AS RECOMMENDED BY THE MANUFACTURER. 122 COAXIAL CABLE NSTALLAiION: THE COAXAL CABLE 512E SHALL BE AS SHOWN OH ORAWINGS. THE MINIMUM BENDING RADUS FQF. THE 7/6' AND 1-5/6" CABLE IS TWO FEET (21. COAXIAL CABLE SUPPORTS. I. THE COAXIAL CABLE SHALL BE RON IN COVERED CABLE TRAYS OR AS INDICATED. 2. FOR SHORT DISTANCES THE COAXIAL CABLE MAY BE GN BARE RUNS WIN SUPPORTS EVERY THREE(3-) IN HORUG"L RUNS, AND EVERY FOUR(47 IN VERTICAL RCS. 1 THE COAXIAL CABLE SMALL RUN INSIDE ME MONOPOLE AND SUPPORTED FWOM KELLUM GAPS WITHIN ME MONOPOE. FROM THE MONOPOLE TO THEI ME CABLE S1WML BE SUPPORTED IN THE COVERED CABLE TRAYS. ♦. THE COAXIAL CABLE SMALL BE SUPPORYED ON OPEN WAVEIIDES ON SMUCFUWL TOWERS. THE COAXALDS CABLES 9MLL BE SEALED WHERE THE CABLES PENETRATE ANY ROOFTOP. SULKNEAWALLS, AND THE PPC RF CABINETS COAXAL CABLE GROUNDING: 1. THE COAXAL CABLES SWL BE GROUNDED TO A BUS BAR AT THE ANTENNAS USING THE GROUNDING KITS Al SPECIFIED ON THE DNAAW GS. 2. ME CW(VL CANES SMAL BE GROUNDED TO A BUS BAR AT THE PC USING THE GROUNGHG KITS AS SPECIFIED ON DRAWINGS. 3. THE COAXIAL CABLES SOUL BE GROLINDEO TO A BUS BAR AT THE BOTTOM OF THE MONOPOLE USING THE CROUNDNG KITS SPEC ED ON THE DRAWINGS. A. THE CCAf CABLES SRNLL BE GROUNDED M A BUS BAR AT ME BULKHEADS USING THE CRINGING KITS AS SPECIFIED ON THE DRAWINGS. Dwg By: BJW D f.: 07-28-99 sH.Iri: )z COUNTY of FREDERICK Department of Planning and Development 540/665-5651 FAX: 540/ 678-0682 MO7IFICJ'VICAI OF PUBLIC rINARINlr September 22, 1999 TO: THE APPLICANT(S) AND/OR ADJOINING PROPERTY OWNER(S) RE: APPLICATION OFCFWINTELOS/VAPCSALLIANCE, CONDITIONAL USE PERMIT #22-99 (Calvin L. Ritter Property) On behalf of the Frederick County Planning Commission, you are hereby notified of a public hearing being held on October 6, 1999, at 7:00 p.m., in the board room of the Frederick County Administration Building at 107 N. Kent Street, Winchester, Virginia. This hearing is to consider Conditional Use Permit #22-99 of CFW Intelos/VA PCS Alliance for a 180' monopole telecommunications tower. The site is located near the intersection of Mahlon Drive and Route 50 West (Calvin L. Ritter property) and is identified with Property Identification Number 40-A-148 in the Gainesboro Magisterial District. Any interested parties having questions or wishing to speak may attend this meeting. A copy of the application will be available for review at the Handley Library (temporary Loudoun Street Mall location) approximately one week prior to the meeting, or at the Department of Planning and Development located at 107 North Kent Street in Winchester, Virginia. Sincerely, Michael T. Ruddy Zoning Administrator MTR/ch O:WgendasWDJOINER\CFW(CatvinRitter).wpd 107 North Kent Street . Winchester, Virginia 22601- 9000 This is to certify that the 'attached ion A-�2� Frederick County, Virginia: , 40 - A- - 148. t S2 5 3 RITTER, CALVIN L. & LILLIE H. 152 LINDEN DR WINCHESTER, VA. 22601-2818 40 - A- - 149- KERNS, RICKY LEE 4134 NORTHWESTERN PIKE WINCHESTER, VA. 22603-3753 40 - A- - 150- KERNS, RAYMOND S. & BETTY L. 4156 NORTHWESTERN PIKE WINCHESTER, VA. 22603-3753 40 - A- - 152- f /53 RITTE ALVIN L. & LILW.41. EN DR j� WINCHESTER, VA. 22601.2818 40 - A- - 154- DAVIS, KEITH J. & MICHELLE D. 140 MAHLON DR WINCHESTER, VA. 22603353E 40 - A- - 145- KIBLER, EVERETT & LILLIAN R. 131 W HILL LN WINCHESTER, VA. 22603-3765 STATE OF VIRGINIA COUNTY OF FREDERICK 0 correspondence was mailed to the following on: from the Department of Planning and Development, 40 - A- - 158- SINE, ARTHUR C 165 SILVERROD LN WINCHESTER, VA 22603.3565 40 - A- - 162. � 143 HAWKINS, JEFFREY & WILLIAM F. 8420 HAYDEN LN ANNANDALE, VA. 22003.1128 40 - A- - 161. BEAN, DWAYNE M 226 E PICCADILLY ST WINCHESTER, VA 22601.5007 40 - 6- - 1- DORSEY, JULIAN L JR 462 MAHLON DR WINCHESTER, VA 22603.3541 40 - A- - 164- COX, NONNIE F & THEODORE L 369 NEWLINS HILL RD WINCHESTER, VA 22603-3735 Michael T. Ruddy, Zoning Admi trator Frederick County Planning Department I, LA' j i i j nn m i' , a Notary Public in and for the State and County aforesaid, do hereby certify that Michael T. Ruddy, Zoning Administrator for the Department of Planning and Development, whose name is signed to the foregoing, dated q , has personally appeared before me and acknowledged the same in my State and County aforesaid. Given under my hand this and day of �pkm �—fr , 19 . r My commission expires on a . , "u- I �C� NOTARY PUBLIC 40 - A- - 147 0 WHITACRE, JEFFREY W & APRIL E 4040 NORTHWESTERN PIKE WINCHETTER, VA 22603.3752 40 - A- - 131- MAUCK, HUBERT E. & MARY L. 4067 NORTHWESTERN PIKE WINCHESTER, VA. 22603.3760 40 - A- - 130- MCFARLAND, PAUL S. JR. 4029 NORTHWESTERN PIKE WINCHESTER, VA. 22603-3760 40 - 6- - 2- KERNS, LAWRENCE E. 117 WILDLIFE CT WINCHESTER, VA 22603-3567 40 - A- - 155- STUDER,JOANNE 2329 JACKSON PKWY VIENNA, VA. 22180-6915 CFW Intelos Attn: Paula Figgatt P.O. Box 1328 Waynesboro, VA 22980 COUNTY of FREDERICK Department of Planning and Development 540/665-5651 FAX: 540/ 678-0682 IU7IFICINtIC l I Or PUBLIC rIMARI Ir October 13, 1999 TO: THE APPLICANTS) AND/OR ADJOINING PROPERTY OWNER(S) RE: APPLICATION OF CFWINTELOS/VAPCSALLIANCE, CONDITIONAL USE PERMIT #22-99 (Calvin L. Ritter Property) On behalf of the Frederick County Board of Supervisors, you are hereby notified of a public hearing being held on October 27, 1999, at 7:15 p.m., in the board room of the Frederick County Administration Building at 107 N. Kent Street, Winchester, Virginia. This hearing is to consider Conditional Use Permit #22-99 of CFW Intelos/VA PCS Alliance for a 180, monopole telecommunications tower. The site is located near the intersection of Mahlon Drive and Route 50 West (Calvin L. Ritter property) and is identified with Property Identification Number 40-A-148 in the Gainesboro Magisterial District. Any interested parties having questions or wishing to speak may attend this meeting. A copy of the application will be available for review at the Handley Library (temporary Loudoun Street Mall location) approximately one week prior to the meeting, or at the Department of Planning and Development located at 107 North Kent Street in Winchester, Virginia. Sincerely, k Michael T. Ruddy Zoning Administrator MTR/ch O:\Agendas\ADJOINER\CF W(CalvinRitter).wpd 107 North Kent Street • Winchester; Virginia 22601-5000 • This is o certify that the attached ?1 i Frederick County,'Virginia: 40 - A- - 148- RITTER, CALVIN L. & LILLIE H. 152 LINDEN DR WINCHESTER, VA. 22601-2818 40 - A- - 149- KERNS, RICKY LEE 4134 NORTHWESTERN PIKE WINCHESTER, VA. 22603.3753 40 - A- - 150- KERNS, RAYMOND S. & BETTY L. 4156 NORTHWESTERN PIKE WINCHESTER, VA. 22603-3753 40 - A- - 152- i i S j RITTER, CALVIN L. & LILLIE H. 152 LINDEN DR WINCHESTER, VA 40 - A- - 161- BEAN. DWAYNE M 226 E PICCADILLY ST WINCHESTER, VA 22601-2818 i correspondence was mailed to the following on. - from the Department of Planning and Development, 40 - A- - 154- DAVIS, KEITH J. & MICHELLE D. 140 MAHLON DR WINCHESTER, VA. 22603-3538 40 - A- - 158- SINE, ARTHUR C 165 SILVERROD LN WINCHESTER, VA 22603.3565 40 - A- - 162- e10 HAWKINS, JEFFREY & WILLIAM F. 8420 HAYDEN LN ANNANDALE, VA. 22003.1128 40 - 6- - 1- DORSEY, JULIAN L JR 462 MAHLON DR WINCHESTER, VA 22603-3541 40 - A- - 164- COX, NONNIE F & THEODORE L 369 NEWLINS HILL RD WINCHESTER, VA 22603-3735 22601-5007 OF Michael T. Ruddy, Zoning�Adffiistrator Frederick County Planniartment STATE OF VIRGINIA COUNTY OF FREDERICK I, �dh I I , a Notary Public in and for the State and County aforesaid, do hereby certify that Michael T. Ruddy, Zoning Administrat r the Department of Planning and 0,13 Development, whose name is signed to the foregoing, dated, has personally appeared before me and acknowledged the same in my State and County aforesaid. Given under my hand this `�day of 0c:bIOT , 19� My commission expires on CYa NOTARY PUBLIC 40 • A- • 145- KIBLER, EVERETT & LIL - 131 W HILLLN WINCHESTER, VA. 22603-3765 40 - A- - 147- WHITACRE, JEFFREY W & APRIL E 4040 NORTHWESTERN PIKE WINCHETTER, VA 22603-3752 40 - A- - 131- MAUCK, HUBERT E. & MARY L. 4067 NORTHWESTERN PIKE WINCHESTER, VA. 22603-3760 40 - A- - 130- MCFARLAND, PAUL S. JR. 4029 NORTHWESTERN PIKE WINCHESTER, VA. 22603-3760 40 - 6- - 2. KERNS, LAWRENCE E. 117 WILDLIFE CT WINCHESTER, VA 22603-3567 40 - A- - 155- STUDER,JOANNE 2329 JACKSON PKWY VIENNA, VA. 22180.6915 CFW Intelos Attn. Paula Figgatt P.O. Box 1328 Waynesboro, VA 22980