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GENERAL CONSTRUCTION NOTES
<br />CODE COMPLIANCE
<br />1.THE FACILITY IS AN UNOCCUPIED WIRELESS FACILITY. EQUIPMENT ROOMS ARE NOT MANNED, ARE
<br />NOT HABITABLE, AND DO NOT REQUIRE POTABLE WATER, SEWER CONNECTIONS OR A.D.A.
<br />ACCESS ACCOMMODATIONS.
<br />2.ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL
<br />APPLICABLE STANDARDS, CODES, ORDINANCES, RULES, REGULATIONS, ORDINANCES, AND
<br />MANUFACTURER'S RECOMMENDATIONS. WHEN TWO OR MORE ARE IN CONFLICT, THE MOST
<br />STRINGENT PROVISION SHALL BE FOLLOWED.
<br />3.CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES,
<br />REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE
<br />OF THE WORK. WHERE LICENSING IS REQUIRED, CONTRACTOR SHALL OBTAIN ALL REQUIRED
<br />LICENSES PRIOR TO BEGINNING WORK.
<br />4.MECHANICAL AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL
<br />APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS, AND LOCAL AND STATE
<br />JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS.
<br />5.CONTRACTOR TO COORDINATE WITH LOCAL JURISDICTION FOR ANY CODE RELATED QUESTIONS.
<br />ALL JURISDICTION REQUIRED CHANGES ARE THE RESPONSIBILITY OF THE CONTRACTOR.
<br />GENERAL CONDITIONS
<br />6.DO NOT SCALE DRAWINGS.
<br />7.THESE DESIGNED DOCUMENTS ARE DIAGRAMMATIC IN NATURE AND ARE INTENDED TO SHOW
<br />FINAL CONDITIONS., UNLESS NOTED OTHERWISE.
<br />8.THE CONTRACTORS SHALL USE DIMENSIONS SHOWN ON THE DRAWINGS AND ACTUAL FIELD
<br />MEASUREMENTS. NOTIFY THE AE PROJECT MANAGER IF ANY DISCREPANCIES ARE FOUND PRIOR
<br />TO PROCEEDING WITH WORK.
<br />9.EXTERIOR DIMENSIONS ARE TO FACES OF EXTERIOR WALLS.
<br />10.DIMENSIONS ON PLANS ARE TO FINISH FACES OR CENTERLINES OF COLUMNS UNLESS NOTED
<br />OTHERWISE.
<br />11.DIMENSIONS TO DOOR OPENINGS ARE TO R.O. IN MASONRY & CONCRETE AND TO JAMB OPENING
<br />IN STUDWALLS. VERIFY DOOR SIZE W/ SCHEDULE.
<br />12.DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGNED. MINOR MODIFICATIONS MAY BE
<br />REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE
<br />INCLUDED AS PART OF THE WORK.
<br />13.REPRESENTATIONS OF TRUE NORTH, OTHER THAN THOSE FOUND ON THE PLOT OF SURVEY
<br />DRAWING, SHALL NOT BE USED TO IDENTIFY OR ESTABLISH THE BEARING OF TRUE NORTH AT THE
<br />SITE. THE CONTRACTOR SHALL RELY SOLELY ON THE PLOT OF SURVEY DRAWING AND ANY
<br />SURVEYOR'S MARKINGS AT THE SITE FOR THE ESTABLISHMENT OF TRUE NORTH, AND SHALL
<br />NOTIFY THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING WITH THE WORK IF ANY DISCREPANCY
<br />IS FOUND BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND THE TRUE NORTH
<br />ORIENTATION AS DEPICTED ON THE PLAT OF SURVEY. THE CONTRACTOR SHALL ASSUME SOLE
<br />LIABILITY FOR ANY FAILURE TO NOTIFY THE ARCHITECT/ENGINEER.
<br />14.EVERY EFFORT HAS BEEN MADE BY THE ARCHITECT / ENGINEERS TO PROVIDE ACCURATE AND
<br />COMPLETE DESIGNED DOCUMENTS THOUGH MINOR ERRORS AND OMISSIONS MAYBE CONTAINED
<br />WITHIN THE DOCUMENTS. THESE SHALL NOT EXCUSE THE CONTRACTOR FROM PROVIDING AN
<br />ACCURATE PROPOSAL AND COMPLETING THE PROJECT IN ACCORDANCE WITH THE INTENT OF THE
<br />DESIGNED DOCUMENTS.
<br />15.IT IS THE EXPRESS INTENT OF THE PARTIES INVOLVED IN THIS PROJECT THAT THE CONTRACTOR
<br />OR SUBCONTRACTOR OR INDEPENDENT CONTRACTOR OR THEIR RESPECTIVE EMPLOYEES SHALL
<br />EXCULPATE THE ARCHITECT, THE ENGINEER, THE CONSTRUCTION MANAGER, THE OWNER, AND
<br />THEIR AGENTS, FROM ANY LIABILITY WHATSOEVER AND HOLD THEM HARMLESS AGAINST LOSS,
<br />DAMAGES, LIABILITY OR ANY EXPENSE ARISING IN ANY MATTER FROM A WRONGFUL OR
<br />NEGLIGENT ACT, OR FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT
<br />DOCUMENTS, OR FROM THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR
<br />PROCEDURES, OR FAILURE TO CONFORM TO THE STATE SCAFFOLDING ACT IN CONNECTION WITH
<br />THE WORK.
<br />CONTRACTOR'S RESPONSIBILITIES
<br />16.PRIOR TO THE SUBMISSION OF A BID, THE CONTRACTOR SHALL VISIT THE JOB SITE, REVIEW ALL
<br />DESIGNED DOCUMENTS, FIELD CONDITIONS AND DIMENSIONS, CONFIRMING THAT THE WORK CAN
<br />BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. THE CONTRACTOR
<br />SHALL BE RESPONSIBLE FOR IDENTIFYING ANY ANY DISCREPANCIES BETWEEN ACTUAL
<br />CONDITIONS AND DESIGNED DOCUMENTS, NOTIFYING THE CONSTRUCTION MANAGER AND
<br />ARCHITECT/ENGINEER OF SUCH, AND SHALL OBTAIN WRITTEN CLARIFICATION PRIOR TO
<br />BEGINNING THE WORK.
<br />17.IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT EXTENT OF WORK,
<br />COORDINATION, DEMOLITION, TEMPORARY CONSTRUCTION, TEMPORARY FACILITIES, UTILITIES,
<br />ETC., NECESSARY TO COMPLETE THEIR PROJECT AS INDICATED IN THE CONTRACT DOCUMENTS.
<br />18.WHILE REVIEWING THE DESIGNED DOCUMENTS, THE CONTRACTOR SHALL IDENTIFY ANY ITEMS
<br />WHERE THE DESIGNED INTENT IS UNCLEAR AND OBTAIN WRITTEN CLARIFICATIONS PRIOR TO
<br />FURNISHING A BID. THE CONTRACTOR SHALL RECEIVE, IN WRITING, AUTHORIZATION TO PROCEED
<br />BEFORE STARTING WORK ON ANY ITEM NOT CLEARLY DEFINED OR IDENTIFIED BY THE CONTRACT
<br />DOCUMENTS. ANY REQUEST FOR ALTERATIONS TO THE DESIGNED INTENT SHALL BE PROVIDED IN
<br />WRITING FOR REVIEW AND APPROVAL.
<br />19.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE MOST RECENT DESIGNED DOCUMENTS
<br />AND ENSURING THEY ARE DISTRIBUTED AND ARE FOLLOWED BY ALL PERSONNEL INVOLVED IN
<br />THE PROJECT.
<br />20.CONTRACTOR SHALL OBTAIN WRITTEN AUTHORIZATION FROM THE CARRIER PRIOR TO
<br />PURCHASING ANY MATERIALS OR STARTING ANY WORK.
<br />21.CONTRACTOR SHALL, EXCEPT AS SPECIFICALLY AGREED OTHERWISE, PROVIDE ALL NECESSARY
<br />MATERIALS, LABOR AND EQUIPMENT TO COMPLETE THE INSTALLATION AS DESCRIBED IN
<br />DESIGNED DOCUMENTS. CONTRACTOR TO CLARIFY PROVIDED MATERIALS PRIOR TO FURNISHING
<br />A BID.
<br />22.ALL FURNISHED MATERIALS SHALL MEET CARRIER SPECIFICATIONS AND MINIMUM REQUIREMENTS
<br />FOR THE PROJECT. ANY SUBSTITUTIONS SHALL BE APPROVED IN WRITING BY CARRIER
<br />CONSTRUCTION MANAGER PRIOR TO PURCHASE AND INSTALLATION.
<br />23.THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE BEST SKILLS
<br />AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION
<br />MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES AND MATERIALS; AND FOR
<br />COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT INCLUDING CONTACT AND
<br />COORDINATION WITH THE CONSTRUCTION FIELD ENGINEER AND WITH THE LANDLORD'S
<br />AUTHORIZED REPRESENTATIVE , COORDINATING ACCESS, AND COMPLIANCE WITH ANY
<br />REQUIREMENTS IMPOSED BY THE LANDLORD.
<br />24.CONTRACTOR TO PROVIDE CLOSE OUT PACKAGE WITH ALL TEST RESULTS, SETTING SCREEN
<br />SHOTS, RELEVANT CATALOGS / CUT SHEETS, INSTRUCTION SHEETS AND A SET OF RED-LINED
<br />AS-BUILT DRAWINGS PRIOR TO FINAL BILLING.
<br />CONDITION OF SITE
<br />25.CONTRACTOR SHALL MAKE PROVISIONS TO PROTECT EXISTING SITE FINISHES AS MUCH AS
<br />POSSIBLE. ANY IMPACT TO SITE AND SURROUNDINGS SHALL BE MITIGATED AND CONTRACTOR
<br />SHALL RETURN SITE TO PRE-CONSTRUCTION CONDITIONS.
<br />26.WORK AREA SHALL BE KEPT FREE OF DEBRIS ACCUMULATION. KEEP WORK AREAS NEAT AND
<br />ORDERLY AS MUCH AS POSSIBLE. MEANS OF EGRESS SHALL BE KEPT CLEAR AT ALL TIMES.
<br />27.ALL DEMOLISHED AND UNUSED MATERIALS SHALL BE REMOVED FROM SITE AND TRACKED ASSETS
<br />LOGGED AND RETURNED TO CARRIER FOR DISPOSAL OR RE-USE. CONTRACTOR TO KEEP THE SITE
<br />CLEAN, FREE OF HAZARDS, PROPERLY DISPOSE OF ALL RUBBISH, AND REMOVE TRASH AND
<br />REFUSE DAILY. BURY NOTHING ON SITE. NO SOLID WASTE RECEPTACLE WILL BE SITED.
<br />SITE WORK
<br />1.CONTRACTOR TO VERIFY STATE REQUIREMENTS FOR UTILITY LOCATION SERVICES AND
<br />EXCAVATION CONTRACTOR SHALL NOTIFY STATE OR LOCAL NOTIFICATION CENTER AS REQUIRED
<br />PRIOR TO ANY SITE DISTURBANCES.
<br />2.REASONABLE EFFORTS HAVE BEEN MADE TO IDENTIFY EXISTING UTILITIES. THE CONTRACTOR IS
<br />RESPONSIBLE FOR IDENTIFYING ALL UTILITIES, SHOWN OR NOT, AND PROTECTING THEM FROM
<br />DAMAGE. EXCAVATION CONTRACTOR TO OBTAIN REQUIRED LOCATES PRIOR TO STARTING WORK.
<br />3.CONTRACTOR SHALL PROTECT ALL SITE FINISHES AND IMPROVEMENTS AND RETURN ALL TO PRE
<br />WORK CONDITION. IF EXTERIOR SITE IMPROVEMENTS ARE REQUIRED, CONTRACTOR TO INSTALL
<br />AND MAINTAIN DRAINAGE / RUNOFF MITIGATION MEASURES THROUGH OUT THE PROJECT AND
<br />REVEGETATE AREA TO RETURN IT TO ORIGINAL CONDITIONS.
<br />4.GRUB AND DISPOSE OF ALL ORGANIC MATERIAL PRIOR NO FILL OR EARTHWORK TO OCCUR WITH
<br />ON OR WITH FROZEN MATERIAL
<br />STRUCTURAL NOTES
<br />1.0 GENERAL CONDITIONS
<br />1.1 NO STRUCTURAL ALTERATIONS ARE TO BE MADE TO THE FACILITY UNLESS SPECIFICALLY NOTED.
<br />1.2 ALL STRUCTURAL SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR
<br />WRITTEN APPROVAL PRIOR TO FABRICATION.
<br />2.0 CONCRETE AND MASONRY
<br />2.1 ALL CONCRETE WORK SHALL CONFORM WITH ACI. 318 OR LATEST. DETAIL REINFORCING IN
<br />CONFORMANCE WITH ACI. SP66 LATEST.
<br />2.2 NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED BY
<br />THE STRUCTURAL ENGINEER. LAP SPLICES WHERE PERMITTED SHALL BE A MINIMUM OF 30 BAR
<br />DIAMETERS.
<br />2.3 PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSITIONS SHOW ON
<br />DRAWINGS.
<br />2.4 WIRE FABRIC REINFORCEMENT MUST LAP ONE FULL MESH AT SIDE AND END LAPS SHALL BE
<br />TIED TOGETHER.
<br />2.5 CURE AFTER FINISHING CONCRETE. KEEP MOIST FOR 7 DAYS AFTER POURING.
<br />2.6 COMPACT STRUCTURAL FILL 95% PROCTOR DENSITY PRIOR TO PLACING CONCRETE UNDER
<br />SLABS.
<br />2.7 1/4" CHAMFER ON ALL CORNERS AND EDGES.
<br />3.8 ALL CONCRETE SHALL BE PORTLAND, TYPE 1 CEMENT WITH A MINIMUM OF 28 DAY STRENGTH
<br />OF 3000 PSI., 4" SLUMP AND A MINIMUM AIR ENTRAPMENT OF 4%.
<br />2.9 ALL REINFORCING STEEL SHALL BE GRADE 60. ALL REINFORCING MESH SHALL CONFORM TO
<br />ASTM A 185.
<br />2.10 CONTRACTOR TO OBTAIN X-RAY OR GPR (IF APPLICABLE) OF ANY CONCRETE OR MASONRY
<br />STRUCTURES, IDENTIFYING ALL EMBEDMENT PRIOR TO CUTTING, DRILLING OR OTHER ACTIVITY
<br />WHICH COULD CAUSE DAMAGE. AVOID ALL EMBEDMENT. OBTAIN APPROVAL FROM
<br />STRUCTURAL ENGINEER PRIOR TO IMPACTING ANY STRUCTURAL FACILITIES.
<br />3.0 STRUCTURAL STEEL
<br />3.1 CHANNELS, ANGLES AND PLATES SHALL BE ASTM A36 MATERIAL, UNLESS NOTED OTHERWISE.
<br />3.2 SQUARE AND RECTANGULAR TUBE STEEL HSS SECTIONS SHALL BE ASTM A500, GRADE B
<br />(Fy = 46 ksi) MATERIAL.
<br />3.3 ROUND PIPE SECTIONS SHALL BE ASTM A53, GRADE B (Fy =35 ksi) MATERIAL.
<br />3.4 DESIGNED, FABRICATION, AND ERECTION SHALL BE IN ACCORDANCE WITH THE “AISC
<br />SPECIFICATION FOR THE DESIGNED, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR
<br />BUILDINGS”, WITH COMMENTARY AND THE “CODE OF STANDARD PRACTICE”.
<br />3.5 ALL STEEL SHALL HAVE ONE COAT OF SHOP PRIMER. DO NOT PAINT AREAS WITHIN 3” OF BOLTS,
<br />WELDS OR HEADED STUDS.
<br />3.6 ALL OUTDOOR STEEL ITEMS SHALL BE HOT DIPPED GALVANIZED PER ASTM A123.
<br />3.7 BOLTS SHALL BE HIGH STRENGTH BOLTS, A325, CONFORMING TO ASTM SPECIFICATIONS. ALL
<br />CONNECTIONS SHALL HAVE A MINIMUM OF 2 BOLTS.
<br />3.8 WELDING SHALL BE CONDUCTED BY CERTIFIED WELDERS AND SHALL CONFORM TO THE AWS
<br />CODES FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION.
<br />3.9 WELDS SHALL BE MADE USING E70XX ELECTRODES AND SHALL BE 3/16" MINIMUM UNLESS
<br />OTHERWISE NOTED.
<br />3.10 WELDING SHALL BE PERFORMED IN ACCORDANCE WITH A WELDED PROCEDURE SPECIFICATION
<br />(WPS) AS PER AWS D1.1 , D1.3 AND D1.4.
<br />3.11 ONLY PRE-QUALIFIED WELDING PROCEDURES SHALL BE USED.
<br />3.12 UNLESS SPECIFICALLY ADDRESSED IN THE SPECIFICATIONS OR THE DETAILS, ALL STEEL ITEMS
<br />PERMANENTLY EXPOSED TO EARTH OR WEATHER SHALL BE CORROSION-RESISTANT BY
<br />GALVANIZING OR BY THE USE OF STAINLESS STEEL.
<br />3.13 ALL FIELD WELDS ON GALVANIZED MATERIAL SHALL BE BRUSH-COATED WITH A ZINC-RICH PAINT
<br />3.14 ANY DAMAGED GALVANIZING OR PAINT TO BE FIELD REPAIRED WITH 'COLD-GALV' OR
<br />APPROPRIATE PAINT UNDER CONDITIONS APPROVED BY PRODUCT MANUFACTURER.
<br />4.0 FIBER REINFORCED PLASTICS
<br />4.1 ALL FRP MATERIAL SHALL BE EXTREN SERIES 500 OR EQUIVALENT, PRODUCED BY THE
<br />PULTRUSION METHOD.
<br />4.2 ALL ADHESIVE RESIN SHALL BE PLEXUS METHACRYLATE OR AN EQUIVALENT ADHESIVE RESIN
<br />THAT IS COMPATIBLE WITH THE RESIN MATRIX USED IN THE STRUCTURAL SHAPES.
<br />4.3 ALL FRP CONNECTIONS SHALL BE FULLY-BONDED AT EACH SIDE WITH A 1/4” PLATE AND A
<br />MINIMUM OF (2) 3/8” DIAMETER FLATHEAD FRP SCREWS PER MEMBER.
<br />4.4 ISOPLAST NUTS AND BOLTS SHALL BE TIGHTENED TO A SNUG-TIGHT FIT PLUS AN ADDITIONAL
<br />1/2 TURN, PRIOR TO BEING LOCKED WITH EPOXY.
<br />4.5 ALL PANELS / SHEATHING SHALL BE FULLY BONDED WITH 3/8” FLATHEAD FRP SCREWS AT 12” O.C.
<br />4.6 ALL FIELD CUT AND DRILLED EDGES, HOLES AND ABRASIONS SHALL BE SEALED WITH A
<br />CATALYZED EPOXY RESIN COMPATIBLE WITH THE MANUFACTURER'S ORIGINAL RESIN.
<br />(E) OVERHEAD ELEC.
<br />WATER LINE
<br />SANITARY SEWER(N) OVERHEAD ELEC.
<br />CHAIN LINK FENCE
<br />WOODEN FENCE
<br />PROPERTY LINE
<br />LEASE LINE
<br />EASEMENT
<br />ITEM TO BE DEMOLISHED
<br />1
<br />ELEVATION A
<br />ENLARGED VIEW
<br />FE
<br />SECTION CUT
<br />FIRE EXTINGUISHER
<br />STRUCTURAL COLUMN
<br />GRID LINES AND LABELS
<br />DATUM OR
<br />WORKING POINT
<br />X X
<br />OH-P OH-P SS SS
<br />W W
<br />OH-P OH-P
<br />[ ][ ][ ][ ]
<br />XXXX
<br />X
<br />XXXX
<br />X
<br />XXXX
<br />X
<br />ELEVATION
<br />MARKER
<br />SPOT
<br />ELEVATION
<br />@ AT
<br />°DEGREES
<br />Ø DIAMETER
<br />A/C AIR CONDITIONER
<br />APPROX.APPROXIMATE
<br />ARCH.ARCHITECTURAL
<br />A.F.F.ABOVE FINISH FLOOR
<br />A.F.G.ABOVE FINISH GRADE
<br />ATS AUTOMATIC TRANSFER SWITCH
<br />AWS ADVANCED WIRELESS SYSTEM
<br />BBU BATTERY BACK UP
<br />BCEM BASE CHANNEL ELEMENT MODULE
<br />BLDG.BUILDING
<br />B.O.BOTTOM OF
<br />CLG.CEILING
<br />COL.COLUMN
<br />CONC.CONCRETE
<br />DBL.DOUBLE
<br />DIA.DIAMETER
<br />DIM.DIMENSION
<br />DISC.DISCONNECT
<br />DN.DOWN
<br />DWG.DRAWING
<br />(E)EXISTING
<br />EA.EACH
<br />ELEV.ELEVATION
<br />ELEC.ELECTRICAL
<br />EQ.EQUAL
<br />EXT.EXTERIOR
<br />F.O.FIRE EXTINGUISHER
<br />FIN.FINISH
<br />FLR.FLOOR
<br />FUT.FUTURE
<br />GA.GAUGE
<br />GALV.GALVANIZED
<br />GEN.GENERATOR
<br />GPS GLOBAL POSITIONING SYSTEM
<br />GWB.GYPSUM WALLBOARD
<br />H.M.HOLLOW METAL
<br />HORZ.HORIZONTAL
<br />HR.HOUR
<br />HT.HEIGHT
<br />ILC INTEGRATED LOAD CENTER
<br />INT.INTERIOR
<br />L.F.LINEAR FEET
<br />MAX.MAXIMUM
<br />MECH.MECHANICAL
<br />MFGR.MANUFACTURER
<br />MGB MAIN GROUND BAR
<br />MIN.MINIMUM
<br />MSDS MATERIAL SAFETY DATA SHEET
<br />MTL.METAL
<br />MTS MANUAL TRANSFER SWITCH
<br />(N)NEW
<br />N.T.S.NOT TO SCALE
<br />O.C.ON CENTER
<br />O.D.OUTSIDE DIAMETER
<br />OVP OVER VOLTAGE PROTECTION
<br />PCS PERSONAL COMMUNICATIONS SERVICE
<br />RAD.RADIUS
<br />R.O.ROUGH OPENING
<br />RRU REMOTE RADIO UNIT
<br />SHTG.SHEATHING
<br />SIM.SIMILAR
<br />SPEC.SPECIFICATION
<br />S.S.STAINLESS STEEL
<br />STL.STEEL
<br />STRUCT.STRUCTURAL
<br />T.C.TEMPERATURE CONTROL
<br />TELCO TELECOMMUNICATIONS
<br />T.O.TOP OF
<br />TYP.TYPICAL
<br />U.G.UNDERGROUND
<br />U.N.O.UNLESS NOTED OTHERWISE
<br />VERT.VERTICAL
<br />V.I.F.VERIFY IN FIELD
<br />W/WITH
<br />OH-F OH-F (E) OVERHEAD FIBER
<br />OH-F OH-F (N) OVERHEAD FIBER
<br />COAX COAX (E) COAX
<br />COAX COAX (N) COAX
<br />HYBRID HYBRID (E) HYBRID CABLE
<br />HYBRID HYBRID (N) HYBRID CABLE
<br />UG-F UG-F (E) UNDERGROUND FIBER
<br />UG-F UG-F (N) UNDERGROUND FIBER
<br />UG-P UG-P (E) UNDERGROUND ELEC.
<br />UG-P UG-P (N) UNDERGROUND ELEC.
<br />GAS GAS GAS LINE
<br />ABBREVIATIONS
<br />LINETYPES
<br />ABBREVIATIONS
<br />A 02.05.25 EXHIBIT GW
<br />B 02.20.25 FINAL EXHIBIT GW
<br />Description:Rev:Date:By:
<br />SHEET NUMBER:
<br />SHEET TITLE:
<br />DRAWN BY:CHK BY:APV BY:
<br />PROJECT INFORMATION:
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<br />THIS WORK WAS PREPARED BY MYSELF OR UNDER MY
<br />SUPERVISION. CONSTRUCTION OF THIS PROJECT WILL BE UNDER
<br />MY OBSERVATION. ALL SCALES ARE SET FOR 11"x17"
<br />GW CM CA
<br />PR
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<br />990 SOUTH BROADWAY, DENVER, CO 80209
<br />SITE NAME:
<br />A1N0510A RELO TEMP SITE
<br />SITE ID:
<br />A1N0510A
<br />ALT ID:
<br />SITE ADDRESS:
<br />3303 LANGLEY COURT
<br />LAKE ELMO, MN 55042
<br />SITE COUNTY:
<br />WASHINGTON COUNTY
<br />4751 FOX STREET, DENVER, CO 80216
<br />GENERAL NOTES
<br />GN1.0
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