HomeMy WebLinkAbout1.11 DrawingsPROJECT TEAM DRAWING INDEX ~ at&t ~. ~ A RCHITECT: SHEET DESCRIPTlON CHARLES sn;:CKlY 11.0 TITlE SHEET CSAl GLENWOOD SPRINGS, CO 81601 5935 S. ZANG STREET PHONE: 970.945.6500 SUITE 280
12555 CINGULARWAY umnON, CO 80127 C1.0 SITE SURVEY (PENDING) ALPHARETTA. GEORG~ ~RAN PHONE: 303.932.9974 30004 FAX: 303.932.6561 BLACK & VEATCH C IVIL SURVEYOR: A1.0 SITE PLAN ---' 1083
TIM TAM WAY PARKER, CO 80138 FRANK H4.RRINGTON. LS. "'.0 ENlARGED SITE PLAN PHONE: 720.320.1010 HIGH COUNTRY ENGINEERING. INC. AJ.O ELEVAnONS PROJECT MANAGER: 1517 BlAKE AVE. SUITE 101
PROJECT: ZD JEREMY JOHNSON GlENWOOO SPRINGS, CO 6300 SOUTH SYRACUSE WAY, 81601 SUITE 300 El.ACK &: VEATCH CORP. PHONE: 970.945.8676 CENTENNIAl. COB0111 SITE NAME: CATTLE CREEK 6300 S.
SYRACUSE WAY SUrrE 300 CENTENNIAl. CO 80111 SITE J.D. #: COU4140 PHONE: 720.320.3584 CA TILE CREEK RF ENGINEER: COU4140 ADDRESS: 5445 COUNTY RD. 154 TRAVIS PARSONS 5 445 COUNTY RD. 154
GLENWOOD SPRINGS. CO AT&T UOBIUTY, llC GLENWOOD SPRENGS. CO a l 601 188 INVERNESS OR. WEST STE. 400 ENGLEWOOD, CO 80112 REV: DAn;; DESCRIPllON: B~ DRAWING SYMBOL LEGEND GENERAL NOTES
PHONE: 303.578.9591 ~". "'""'" ... ~-~ 1. DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS TAKE PRECEDENCE, AND THIS SET Of I PlANS IS INTENDED TO BE USED FOR DIAGRAMMATIC PURPOSED
ONLY, UNLESS NOTED OTHERWISE. THE PROJECT DATA VICINITY MAP • 1IiI l'10 20 REVIEW ... SECTION CUT GENERAl CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE FURNISHING All MATERIALS, EQUIPMENT,
lABOR, AND ANYrHING ELSE DEEMED NECESSARY TO COtolPLETE INSTAllATIONS /4S DESCRIBED HEREIN. 1 JURISDICTION; -GARFlELD COUNTY 4~2 2. PRIOR TO THE SUBI.41SSl0N OF BIDS, THE CON'TRACTORS
INVOLVED SHAll VISIT THE JOB SITE AND fAMIUAAIZE THEMSElVES WITH AlL CONDmONS AFfECTING THE PROPOSED PROJECT, WITH THE ZONING DESIGNATION: -COMI.4ERClAI... INTERIOR ElEVATION CONSTRUCTION
AND CONTRACT DOCUMENTS, AElD CONDrnoNS AND CONFlRI.4 THAT THE PROJECT I.4AY BE FlAG ACCOI.4PUSHED loS SHOWN PRIOR TO PROCEEOING WITH CONSTRUCTION. ioN'( ERRORS, OMISSIONS, OR OCCUPANCY
GROUP: -U DISCREPANCIES ARE TO BE BROUGHT TO THE ArrDrnON Of THE ARCHITECT/ENGINEER IN WRITING. ) 3 CONSTRUCTION lYPE: v-a 3. THE GENERAl CONTRACTOR Sl-W.L RECEN[ WRITTEN AUTHORlZA11ON
TO PROCEED WJTH CONSTRUCTION -~ PRIOR TO STARTING WORK ON /4H'( ITEM NOT Cl.£ARLY DEfINED BY THE CONSTRUCTION FUllY SPRINKLERED: -NO EXTERIOR ElEVATION DRAWINGS/CONTRACT OOCUI.4ENlS.
-p. FlAG 4. THE CONTRACTOR SHAll SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN. THE CONTRACTOR NO. OF STORIES: -, SHAll. BE SOLELY RESPONSIBLE fOR AlL CONSTRUCTION MEANS, METHODS,
TECHNIQUES. SEQUENCES 8 ~-r---@AND PROCEDURES AND fOR COORDINATING AlL PORTIONS Of THE WORK UNDER THE CONTRACT. ~ GOVERNING CODES: PLANS PREPARED BY: DETAIL OR PlAN 5. THE CONTRACTOR
SHAll INSTAll AlL EQUIPtr.4ENT AND MATERlALS ACCORDING TO MANUFACTURER'S/2003 IBC, 2003 II.4C, 2003 IfC, 2002 NEC GlENWOOD SPRINGS \ _./ENlARGEMENT VENDOR'S SPEQFlCATIONS UNLESS NOTED
OTHERWISE OR WHERE LOCAl. CODES OR ORDINANCES TAKE ADA. COI.1PUANCE: PRECEDENCE. THIS fACIUlY IS UNI.4ANNEO AND NOT FOR HUMAN HABITATION. 82 6. ALl WORK PERfORMED ON PROJECT AND LlATERIAlS
INSTALLED SHAll BE IN STRICT ACCORDANCE ~ I WJTH All APPlICABLE CODES, REGULATIONS, AND OROINANCES. CONTRACTOR SHALL GIVE AlL NOTICES & (REVISION AND COMPLY WITH AlL LAWS, ORDINANCES,
RULES, REGULATlOfIIS AND LAWfUl ORDERS Of /4H'( PUBUC c;Q-I.Q.Ch!!QN STAlliH;tn:· I -,.... -som::'~;2"-AUTHORITY, I.4UNICIPAl AND UTIUlY COMPANY SPECIFlCA.TlONS. AND LOCAL AND STATE
JURISDICTIONAL CODES BEARING ON THE PERfORMANCE OF THE WORK. AT&T SHALL COOPERATE WITH OTHER COMPANIES AND ENTTTIES ~~x TO ACHIEVE CO-LOCATION Of OTHER ANTENNAS ON THE ---SPOT ElEVATION
7. mE STR-m:TlJRAl COMPONEmSOrmf!f nOJECT-SlTE/F'AOIDTl'ARErlOT TO anmRED BY THIS PERtoIlITED-STROCTURE. CONSTRUcnoN PROJECT UNLESS NOTED OTHERWISE. '10 LlCENSURE No: 0---8. ANTENNA
SUPPORTING STRUCTURE IS UNDER A SEPARATE CONTRACT. THE CONTRACTOR SHALL ASSIST ~ GRID REfERENCE ANTENNA INSTAllATION SUBCONTRACTOR IN TERtr.4S Of COORDINATION AND SITE ACCESS. ERECTION
PROJECT DESCRIPTION SUBCONTRACTOR SHAIJ.. BE RESPONSIBLE fOR PROTECTION Of PERSONNEL AND PROPERTY fROM ~ HAZARDOUS EXPOSURE TO OVERHEAD DANGERS. --[--ELECmlCAl TEIWfT nNISH Of EXISTING
STORAGE SPACE fOR AT&T 9. GENERAL CONTRACTOR SHALL PROVIDE AT THE PRO.JECT SITE A FUll SET Of CONSTRUCTION EQUIPMENT. INSTAll.. 4Q'H MONOPINE WITH AT&T PANEL ANTENNAS 9;0 --T--TELCO
DOCUMENTS UPDATED WITH THE LATEST REVISIONS AND ADDENDA OR ClARIfiCATIONS fOR THE USE BY &: FUTURE CO-LOCATION Of ADDrTIONAl. FUTURE ANTENNAS. ~ ~ SITE All PERSONNEL INVOlVED WITH THE
PROJECT. --En--ELEC & TELCO I .~ 10. DETAILS INCLUDED HEREIN ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR MODIfK;ATIONS -®~ --[0_ COAXIAL CABLE MAY BE REQUIRED TO SUIT JOB CONDmONS
OR SmJATIONS, AND SUCH MODlnCATIONS SHALL BE DRAWN BY: APV: INCLUDED AS PART Of THE SCOPE Of WORK. , C HK: --GAS--GAS UNE N.T.S. I sop I cs I cs I 11. THE FAClUlY IS CEllUlAR RADIO EQUIPMENT.
--v--WAfER UNE C ONSULTANT: 12. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT EXISTING IMPROVEtr.4ENTS, GENERAL CONTRACTOR NOTE DIRECTIONS TO SITE --s--SEWER LINE EASEMENTS,
PAVING, CURBING, ETC. DURING CONSTRUCTION UPON COMPL£T1ON OF WORK. CONTRACTOR --ss--SANITARY SEWER SHALL REPAIR Nff DAMAGE THAT MAY HAVE OCCURRED DUE TO CONSTRUCTION ON OR ABOlJT THE
CONTRACTOR SHAll VERifY All.. PlANS AND EXISTING OU04ENSIONS 1-70 WEST TO GLENWOOD SPRINGS. PROPERTY. AND CONDITIONS ON THE JOB SITE AND SHAll IMMEDlA.TELY NOTIFY EXIT HWY. 82 SOllTH.
--FIBER--flSER OPTIC CABLE 13. CONTRACTOR SHALl ENSURE THE GENERAl.. WORK AAfA IS KEPT ClEAN AND HAZARD FREE DURING THE ARCHITECT IN WRmNG Of Nf'( DISCREPANCIES BEfORE RIGHT ON OLD HWY.
82 /COUNTY RD. 154. CONSTRUC11ON AND DISPOSE Of ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT SPECIFlED loS PROCEEDING 'Nfl'H THE WORK OR BE RESPONSIBLE fOR SAME. SITE IS ON THE
RICKY. --(I< --OVERHEAD ununES REMAINING ON THE PROPERTY, PREMISES SHALl BE LEFT IN CL.EAN CONomON AND fREE fROM PAINT --x--CHAJN UNK fENCE SPOTS, OUST, OR SI.4UOGES Of Nf( NATURE. THESE
DRAWINGS AAE ONLY TO SCAlE WHEN PLonED ON 241136 SHEET. USE GRAPHIC SCAl£ WHEN PLOnED ON 111117 SHEET. APPROVAL BLOCK , , WOODEN fENCE 14. THE AACHITECTS/ENGINEERS HAVE MADE EVERY EFfORT
TO SET fORTH IN THE CONSTRUCTION AND CONTRACT OOCUMENTS THE COMPlETE SCOPE Of WORK. CONTRACTORS BIDDING THE JOB ARE SHEETTE'T'l.£ ------NEVERTHELESS CAUTIONED THAT I.4INOR 01.41SS1ONS
OR ERRORS IN THE DRAWINGS AND OR CAlL BEfORE YOU DIG -COLORADO LAW REQUIRES 3 WORKING I I LEASE AREA" SPECIF1CA11ONS SHAll NOT EXCUSE SAID CONTRACTOR fROM COMPL.£TlNG THE PROJECT AND
TlTl£ SIGNATURE DATE PROPERTY OUNDARY ItoIPRO'v'EMENTS IN ACCORDANCE WITH TliE INTENT Of THESE OOCUMENTS. THE BIDDER SHALl BEAR THE DAYS NOTICE fOR CONSTRUCTION PHASE. unUTY NOTIfICATION
RESPONSIBIUTY Of NOTIfYING (IN WRmNG; THE AACHrTECT/ENGINEER Of Nff CONFUCTS, ERRORS, OR CENTER Of COLORADO -1-800-922-1987 OWNER TITLE SHEET 1111111111111 RAIlROAD TRACKS OMISSIONS
PRIOR TO THE SUBMISSION 0 CONTRACTOR'S PROPOSAL IN THE EVENT Of DISCREPANCIES THE CONTRACTOR Sl-W.L PRICE THE MORE com Y OR EXTENSNE WORK, UNLESS DIRECTED OTHERWISE . ENGINEER .JVVV'v-STEEL
STUD THESE DRAWINGS MAY NOT SHOW All UNDERGROUND PIPING AND fCllll£ffY.., 15. SPECIAl INSPECTlON TESTlNG REQUIRED SPECIAl. INSPECTIONS SHALL BE PERfORMED BY AN UTlUTlES. THE CONTRACTOR
SHAll. EXERCISE EXTREME CARE CONSTRUCTION MGR BAn INSULATION INDEPENDENT SPECIAl INSPECTOR PER SECTION 1701 OF TliE UNIfORM BUILDING COOE (UBC) FOR THE DURING All EXCAVATION AND OTHER
CONSTRUCTlON ACTlV1TlES. SHEET N UMBER: FOllOWING: I I ----~2eo ----EXISTlNG TOPOGRAPHY A. CONCRETE: DURING THE TAKING Of CONCRETE TEST SPECItr.4ENS AND PLACING STRUCTURAl --52eo--PROPOSED
TOPOGRAPHY REINfORCING AND STRUCTURAL CONCRETE, VERIFY REINFORCING SIZE, PLACEI.4ENT AND GRADE. VERIZON IS RESPONSIBLE FOR All.. UTIUTY LOCATES AND UTlUTY ACKNO'Nl..EOGMEt(T OR ·SIGN-OFf·
BY PARTIES TO THE CONSTRUCTION T 1 .0 ¢ RElOCATIONS REQUIRED fOR THIS INSTAllATION. VERIZON WlU DAA'MNGS DOES NOT CONSTlME AlTEAATION OF' THE L£ASE TERMS. WATER DRAJNAGE flOW B. BOLTS,
AND ANCHORS IN CONCRm HOLD-DOWN ANCHOR BOLTS, INSPECT SIZE, LENGTH, TYPE SCHEDULE AND COORDINATE Al.1. WORK WITH TliE OWNER TO (EXPANSION, EPOxy) AND SPACING. ENSURE NO DISRUPTION TO
OWNERS OPERATlONS.
• ) ) AT&T EQUIPMENT AREA WITHIN EXISTING STORAGE UNIT '0-" (APPROX. 250 sa. FT.) RE: 1/A2..0 r-AT&T 40 FT, MONOPINE WI (1 2) ~ \ \ PANEL ANTENNAS WrTHlN ,8', ,8' 1\;" vA~-'EXIS11ING
UTIlITY POLE LEASE M EA RE: 2/A2.0 r EXIS1nNG TELCO PEDESTAL UNDERGROUND ELEe. \ TELCO FROM EXISTING \ /; llTlUTY POLE \' 1.. 20'-0· SIDE SETBACK \ L),\''---'---~~-~:~~;r;~;--;---~-'-~~~~~~;;:::~'/::
----' ---/---\---20(',W"_ AT&T ACCESS & \ I --=:::::::::. UTILITY ROLfTE \rr,~~ Ur -ur-I ~ \ ,I ,C---fiI i~I I' \.c.: " --~-f----+''===-=----,I " UNDERGROUND I I ECLOENeD. U&IT S TEINL
CsO'W I I ~~~;t~~~~rr UTlUlY ROUTE , -7 '~. ~-hl ~7~ r.; VI' 1 ~z \' UNDERGROUND I /EXISTING COAX IN s'w STORAGE UTIUTY ROllTE I BUILDING I I I ( ',E?:~~i 12\ ~ \ \ ~ \ \ \ \ \ , \ EXlsnNG
STORAGE 1; BUILDING \ , \ '\ EXISTING OVERHEAD unUTlES I------------------------------------------------------------~~\ \ -\ 1 I SITE PLAN \ \ \ '\ \ \ \ \ \ I I \ \ I \ I \ I ~ NORTH
2. , . 0 2. REV: , 12555 C INGULARWAY ALPHARElTA, GEORGIA 30004 6300 SOUTH SYRACUSE WAY, SUITE 300 CENTENNIAL.C080111 C ATTLE CREEK COU4140 5445 COUNTY RD. 154 GLENWOOD SPRINGS. co 81601
DATE DESCRIPTION: ~'" COIlCEPl ~~ 9/1),'0 ZD REVIEW PlANS PREPARED BY: By: ~ ~ CSAi iCHARLES STECKL Y ARCHIT ECTURE, Inc. I I ARCHITECTURE -PLANNING DESIGN sg35 SOUTH ZANG STEET. SUITE
280 UT1lETQ<4. COLORADO 80127 (ffIC(: 3OJ.932."74 FAX.: 303.932.5M1 No: DRAWN BY: CHK: SGP I CS I CS CONSULTANT. S HEI':TTrn.E SITE PLAN S H EET NUMBER: A 1.0 I I
) t MDNOPINE ---......... ORIP-UNE ..........., NEW mEL BOllARD TO MATCH EXIST1NG (l'fP. Of 2) 18' O· /COVERED COAX -+!--....... ENTRY PORT AT I GRADE, PMITED I TO MATCH MONOPIN£ I 'TRUNK'
I AT&T <W' FT. I MONOPINE \ \ I I ~ I \ -p, e I (12) PAN'C~---+-'I11 I ANTINNAS, PAINTED 10 UATCH FOUAGE DARK TONES (TYP) \ e '--' /I " \ /EXISTING '-, , , I , ,//[ BOLlARD (TYP) , ,
, , ' ro__ __ ~ _ ~----'-'---~-~~~-~-~--/--/-------l--~-O~ ~ I EXISTING BUILDING ~ EXISTING RIDGEE t I I 0 NORTH 31 NOTUSED 21 ANTENNA PLAN T 24'-6" I I EXISTING INSIDE DIMENSION. AT&T
LEASE AREA I o I NEW STEEL BOUARD TO --;,----t-----iJ._ +,.-. ., MATCH EXISTING (TYP. OF 2) I --t) UNDERGROUND AT&T -------I-----,t;~ F ____ :El£C. " m co FROM W I _ I--AlC CONDENSING
EJ(JSnNG unUTY poO:---I'-----+-L·'---~ ____-..-...-.Jf-=--.--U,.,. ON WALl ~NG 8OLlARO~ ) 1.1 ,..., i.I ~ STANO (TYP) I I EXISTING LUG BOX ~ AND CONDUITS ON WALl EXISTING STORAGE SPACE
1 1 ENLARGED SITE PLAN I 1 ---l 1--------------l I' 000000 000000, I L Alc CONOENSING I I 10SB AND STEEL /I UNIT ATIACHEO TO • -/C"UNG (TYP) I I IFRAME WI ACCESS L -~ _____ ___ _____
J L __ . ___ _ ________ J~~~NG PlU"BING AT&T MffiR & DISC. SWITCH ON TELCO BOARD -WALL ~ AT&T ELEe. PANEL EJ ~ ~ EXISTING STORACE SPACE EXISTING CONC. SLAB. ~ CL..£..lJ'l eSc SEAL '-AT&T
EQUIP"ENT (l'fP) r··-·---...,,----, ! ! F\JTVRE I U"'" 1900 U"'" l .. -.... . . ..... -'7./"'---l...--FIBERGLASS FACE ase SHEATHING ON HORtZ. HAT C~NEL ON EXISnNG STEEL FRAMING NEW WALL
fRAMING WI SIDING AND DOOR TO MATCH EXISTING UNDERGROUND ------...--...---k COAX CONDUITS II TO "ONOPINE '" k L SCALE: 1f2" = 1'-0" n -----I === := === ::::j ~ ----SCALE: 3/4" " 1'Q
i:i ~ ~ ~ ;.'.l " ~ Z I .. a ~ ;;! c w !jj ".., z ~ NORTH l ' S' 0 @' ~ at&t 12555 C INGULARWAY A LPHA RETTA.GEORG~ 30004 6300 SOUTH SYRACUSE WAY, SUITE 300 p:NTEN~IAL. COS0111 CA TILE
CREEK COU4 140 5445 COU NTY RO. 1 s.1 GLENWOOD SPRINGS. COBI601 REV: DATE: DeSCRIPT10t·j: By: ro.~ PlANS PRO'ARID BY: CSAi t;ttARLES STECKLY ARCHITECTURE,lnc, ARCHITECTURE -PlANNING
-DESIGN 59~ SOOTH lANG S1t£T. SUI1E 2110 UTl\..ETON, 0Il..0ftA00 80127 a:TIC(: 3Ol.032."74 _ ~====~r~~'~~~'~'2~~~1====~J LJCENsuRE No: DRAWN BY: C HK: SGP I CS CONSULTANT. S HEET TlTl.E:
ENLARGED SITE PLAN SHEET NUMBER: A2.0 cs
EXISTING 80UARD (T'tP) ------(12) PANEL ANTENNAS, PAINTED TO MATCH tOLlAGE DARK TONES (lYP) "'-___ FUTURE CO-LOCATION ANTENNAS, BY OTHERS =;;-------AT&T 40 FT. 1040NOPINE COVERED COAX
ENTRY PORT AT GRADE, PAINTED TO MATCH MDNOPINE iRUNK' NEW STEEL BOLlARD TO MATCH EXISTING (TYP. or 2) ;" o I '" AT&T 40 FT.------___ ~~ ""'4~1: .,. ;~1~ t.CONOP1NE EXISTING BUILDING
AT&T Ale CONDENSING UNIT ON WALL STANO (TYP) EXISTING LUG AND CONDUITS ON WALL AT&T MITER & DISC. SWITCH ON WALL R ~ at&t 12555 CINGULAR WAY ALPHARETTA.GEORG~ 30004 6300 SOLfTH SYR.\CU$E
WAY, SUITE 300 CENTENNtAL. co 80111 CA TILE CREEK COU 4 140 5445 COUNTY RD. 154 GLENWOOD SPRINGS, C061601 REV: DATE DESCRIPTION: Il/llflO ZO REVEW PlANS PREPARED BY: CSAi I I 5935 SOOn!
ZANG STEET, SUITE 2&0 UTT\£TCtI, COLORADO 80121 OFfICE: JOl,9l2.i974 f AX: JOl.i J2.~l By: DRAWN BY: CHK: APV: SGP CS cs CONSULTANT:: SHEET T ITt.E ELEVATIO NS SHEET NUMBER: A3.0