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HomeMy WebLinkAboutMI90XSRRL_As Built DrawingsAS BUILT Bill Parrish 06/08/2019 USA Comserv I < NOTES 1. ANY PROPERTY INFORMATION OUTSIDE THE EXISTING COMPOUND AREA IS BASED ON AERIAL PHOTOGRAPHY AND NOT FROM A SURVEY OR FIELD MEASUREMENTS AND IS SHOWN FOR REFERENCE ONLY. THE DOCUMENTATION OR LOCATION OF ANY INGRESS/EGRESS OR UTILITY EASEMENTS HAVE NOT BEEN PROVIDED TO FORESITE GROUP AND THEREFORE ARE NOT SHOWN ON THESE DRAWINGS. 2. THE EXISTING ABOVE GROUND CONDITIONS REFLECTED ON THESE DRAWINGS ARE BASED ON SITE VISIT COMPLETED BY FORESITE GROUP ON 05/18/2018. PARKING) (_ LOT TRUE NORTH GRASS) (_ AREA PARKING) (_ LOT EXISTING POWER METER. DISCONNECT AND AC PANEL (SEE SHEET E-1 FOR DETAILS) \ . -. EXISTING BILLBOARD \' . .-PROPOSED SPRINT OMNI ANTENNA 11x17 SHEET SCALE: 1"= 20' 0 5' 10' 20' GRASS ) (_ AREA GRASS) (_ AREA 0 PLANS PREPARED FOR: Sprint ahead 6100 SPRINT PARKWAY OVERLAND PARK MAHWAH, KS 66251 PLANS PREPARED BY: F RES FLCA16115 Foresite Group, Inc. 3740 Oavinci Ct. Suite 100 group w 1 www.fg-inc.net o I 110.368.1399 fl 770.368.1944 Peachtree Corners, GA 30092 DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. MLA PARTNER: QKGPCo DRAWN BY: DEJ APPROVED BY: DWB DATE DRAWN: 08/16/2018 REVISION EV DESCRIPTION BY DATE SYSCOM NUMBER: 93410 SITE CASCADE: Ml90XSRRL SITE ADDRESS: 8731 S. US HIGHWAY 1 PORT ST. LUCIE, FL 34952 AS BUILT Bill Parrish 06/08/2019 USA Comserv N I < .,; 0 u 0 :,; u, I C a. u, � ... a, 0 0 a, / � � ;;; "' / (:j � g 1 EXISTING BILLBOARD (FRONT VIEW) PLANS PREPARED FOR: Sprint ahead 61 00 SPRINT PARKWAY OVERLAND PARK MAHWAH, KS 66251 PLANS PREPARED BY: FLCA26115 ES o-rou·n o·,-- Foresite Group, Inc. w I www.fg·lnc.net 3740 Davinci Ct. o I 770.368.1399 Suite 100 fl 770.368.1944 Peachtree Corners, GA 30092 DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATIED OR REDISTRIBUTIED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. MLA PARTNER: QKGPCo DRAWN BY: DEJ APPROVED BY: DWB DATE DRAWN: 08/16/2018 REVISION DESCRIPTION BY DATE SYSCOM NUMBER: 93410 SITIE CASCADE: Ml90XSRRL SITIE ADDRESS: 8731 S. US HIGHWAY 1 PORT ST. LUCIE, FL 34952 COJV..J:::::-::::��:--. -G-------, s SHEET NUMBER: ·�L _________________ ___L_ __ _ o 2 EXISTING BILLBOARD (BACK VIEW)A-2 AS BUILT Bill Parrish 06/08/2019 USA Comserv E � N oi "I "' I 0 0 ::, C. "' NOTES: 1. THE EXISTING BUILDING AND FOUNDATION WERE DESIGNED BY OTHERS. 2. THE BUILDING ELEVATION SHOWN IS FOR REFERENCE ONLY. 3. PROPOSED ANTENNA AND EQUIPMENT TO BE MOUNTED IN ACCORDANCE WITH REQUIREMENTS OF MOUNT ANALYSIS AND STRUCTURAL OPINION LETTER. CONTRACTOR TO REFER TO AND COMPLY WITH SIGNED & SEALED ANALYSIS COMPLETED BY FORESITE GROUP INC. PRIOR TO ORDERING OR INSTALLING PROPOSED EQUIPMENT ON BUILDING. 4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXISTING CONDITIONS AND IDENTIFYING ANY EXISTING CONFLICTS (INCLUDING BUT NOT LIMITED TO EXISTING CONDUITS, SAFETY CLIMBS, ETC) AND DETERMINING TEMPORARY BRACING OR RELOCATION REQUIRED FOR INSTALLATION OF THE PROPOSED EQUIPMENT. THE CONTRACTOR SHALL RESTORE ALL RELOCATED ITEMS TO PREVIOUS CONDITIONS. 5. CONTRACTOR TO PAINT ANY EQUIPMENT TO MATCH EXISTING STRUCTURE. EQUIPMENT SHOULD BE PAINTED PPG LAMAR BROWN UC65378, UNLESS OTHERWISE SPECIFIED. I I' EX ST NG C T A WALK \ FACE OF EXISTING \ BILLBOARD -� � I :rJ>----.. II \ )� /I 11 LI I 1,1,__ :r.lr- --' t-=l M -�I I -- I EXISTING COLUMN (TYP.) � 1 �;L��-T�IEW OF EXISTING BILLBOARD EXISTING HANDRAIL TRUE NORTH EXISTING CATWALK EXISTING WALKWAY SUPPORTS (TYP.) EXISTING BILLBOARD EXISTING BILLBOARD RISER 1:J: ri'W: \ 2 ELEVATION VIEW OF EXISTING BILLBOARD SCALE: N.T.S - h1 \ I . � = - PROPOSED SPRINT OMNI ANTENNA TOP OF PROPOSED SPRINT ANTENNA LEV. = 44.25'± AGL RAD CENTER OF PROPOSED SPRINT ANTENNA $ ELEV. = 43'± AGL TOP OF BILLBOARD $ ELEV. = 37'± AGL PLANS PREPARED FOR: Sprint ahead 6100 SPRINT PARKWAY OVERLAND PARK MAHWAH, KS 66251 PLANS PREPARED BY: FLCA26l15 Foresite Group, Inc. 3740 Davinci Ct. Suite 100 w I www.fg-inc.net o I 110.368.1399 r I 770.368.1944 Peachtree Corners, GA 30092 DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. MLA PARTNER: QKGPCo DRAWN BY: DEJ APPROVED BY: DWB DATE DRAWN: 08/16/2018 REVISION EV DESCRIPTION BY DATE SYSCOM NUMBER: 93410 SITE CASCADE: Ml90XSRRL SITE ADDRESS: 8731 S. US HIGHWAY 1 PORT ST. LUCIE, FL 34952 AS BUILT Bill Parrish 06/08/2019 USA Comserv l 00 � ,,, I < � rr rr "' X 0 ·-::;rr 0: "' X 0 ",::: " u i:i NOTE: SEE NOTES ON SHEET A-2.1 ,, TOP OF BILLBOARD ELEV. = 37'± AGL PROPOSED OMNI ANTENNA, ALPHA WIRELESS MODEL #AW3477-S1 (SEE SHEET A-4) PROPOSED iRELAY, AIRSPAN MODEL #iRELAY 460 OR 464 (SEE SHEET A-6) PROPOSED ANGLE BRACKET, L6x4x½, OR APPROVED EQUAL ( 1 O" LONG), (TYP. OF 2) PROPOSED U-BOLTS, SITEPR01 MODEL# UB 1300, OR APPROVED EQUAL (TYP. OF 4) CONTRACTOR TO PROVIDE ALL NEEDED HARDWARE PROPOSED NOKIA FWHR RADIO (SEE SHEET A-5) PROPOSED ANTENNA MOUNT PIPE 2.5 SCH. 40 (2½" 0.0.), 12'-0" LONG W-SHAPE 1 EXISTING BILLBOARD UPRIGHT (FRONT VIEW SHOWING ATTACHMENT) PROPOSED BOLT EXISTING W-SHAPE COLUMN ASSEMBLY PROPOSED ANTENNA MOUNT PIPE PROPOSED U-BOLTS PROPOSED ANGLE BRACKET 2 EXISTING BILLBOARD UPRIGHT (PLAN VIEW SHOWING ATTACHMENT) NOTE: SEE NOTES ON SHEET A-2.1 TOP OF BILLBOARD ELEV. = 37'± AGL z :a EXISTING W-SHAPE COLUMN PROPOSED OMNI ANTENNA (SEE SHEET A-4) PROPOSED iRELAY (SEE SHEET A-6) PROPOSED ANGLE BRACKET PROPOSED U-BOLTS (TYP) PROPOSED RADIO (SEE SHEET A-5) PROPOSED ANTENNA MOUNT PIPE PROPOSED ¾"Ill A325N HOG BOLT ASSEMBLY (TYP. OF 2) EACH BRACKET, (4) TOTAL, EACH BOLT TO INCLUDE NUT, LOCK WASHER & (2) FLAT WASHERS EXISTING BILLBOARD UPRIGHT 3 (SIDE VIEW SHOWING ATTACHMENT) PROPOSED BOLT ASSEMBLY PROPOSED ANTENNA MOUNT PIPE __l_ � I u, PROPOSED U-BOLTS PROPOSED ANGLE BRACKET EXISTING BILLBOARD UPRIGHT 4 (ENLARGED VIEW SHOWING ATTACHMENT) PLANS PREPARED FOR: Sprint ahead 6100 SPRINT PARKWAY OVERLAND PARK MAHWAH, KS 66251 PLANS PREPARED BY: FLCA 26115 Foresite Group, Inc. 3740 Davinci Ct. Suite 100 E grOU;J w I www.fg-inc.net o I 770.368.1399 fl 770.368.1944 Peachtree Corners, GA 30092 DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPER1Y OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITHOUT THE EXPRESS WRITTEN CONSENT OF SPRINT. MLA PARTNER: PCo DRAWN BY: DEJ APPROVED BY: DWB DATE DRAWN: 08/16/2018 REVISION DESCRIPTION BY DATE SYSCOM NUMBER: 93410 SITE CASCADE: Ml90XSRRL SITE ADDRESS: 8731 S. US HIGHWAY 1 PORT ST. LUCIE, FL 34952 SHEET DESCRIPTION: SEO PIPE & MOUNT AS BUILT Bill Parrish 06/08/2019 USA Comserv .,I < V, I � C :,; "§. 2496 -2690MHz Omni Antenna (Dual Port, Omni, +/-45° Polarisation, 3 x VET) *The parameters in this specification follow the definitions and recommendations per NGMN P-Basta, Release 9.6 RF Specifications Frequency Range per Input MHz 2496 -2690 Polarisation: NA +/-45° Slant Linear Gain Over all Tills dBi 8.5 Azimuth Beamwidth Degree 360 Elevation Beamwidth Degree 12 Electrical Downtilt: Degree T6'-T20' Electrical Downtilt Deviation Degree< 1 Impedance Ohms 50 VSWR NA< 1.4 Return Loss: dB> 15 Isolation dB> 28 Passive lnlermodulation dBc< -150 Upper Sidelobe Suppression, Peak to 20' dB> 18 Cross Polar Discrimination at Sector dB> 12 Maximum Effective Power Per Port w 50 Mechanical Specifications Dimensions (L.xi1l) mm (in) mm(in) 780 (30.7) X 120 (4.7) X 120 (4.7) Dimensions (Lxi1l) mm (in) inc Bracket mm(in) 1300 (51.1) X 178 (7.0) X 120 (4.7) Packing Size (L.xWxD) mm(in) 880 (34.6) X 190 (7.4) X 250 (9.8) Net Weight (antenna) kg (lb) 3.2 (7.0) Net Weight (mount) kg (lb) 2 (4.4) Shipping Weight kg (lb) 6.2 (13.6) Connector Quantity NA Mini Dins Connector Position NA Bottom Mounting Kit NA CL-V-126 Windload calculation km/h F=1/2°p0(Cdp0A)°v2°A Windload Frontal N 180 Survival Wind Speed km/h 200 (125) Radome Material NA UV-Stabilised PVC Radome Colour RAL 7035 Product Compliance Environmental NA RoHS Lightening Protection NA DC Grounded Cold Temperature Survival Celsius -40 Hot Temperature Survival Celsius + 70 Note: Independent Adjustable Tilt on each of 3 sectors © Alpha Wireless limited 2014. Last modified: March, 15, 2017 Web: www.alphaantennas.com Email: info@alphaantennas.com • Alpha Wireless are always improving products; specification subject to change without notice. ,--------------------�-7 L © Alpha Wireless limited 2014. Last modified: March, 15, 2017 Web: www.alphaantennas.com Email: info@alphaantennas.com • Alpha Wireless are always improving products; specification subject to change without notice. _J PLANS PREPARED FOR: Sprint ahead 6100 SPRINT PARKWAY OVERLAND PARK MAHWAH, KS 66251 PLANS PREPARED BY: Foresite Group, Inc. w I www.fg-inc.net 3740 DavinciCt. o I 770.368.1399 Suite 100 fl 770.368.1944 Peachtree Corners, GA 30092 DRAWING NOTICE: TriESE DOCUMENTS ARE CONFIDENTIAL AND ARE TriE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRIBUTED WITriOUT TriE EXPRESS WRITTEN CONSENT OF SPRINT. MLA PARTNER: QKGPCo DRAWN BY: DEJ APPROVED BY: DWB DATE DRAWN: 08/16/2018 REVISION DESCRIPTION BY DATE SYSCOM NUMBER: 93410 SITE CASCADE: Ml90XSRRL SITE ADDRESS: 8731 S. US HIGHWAY 1 PORT ST. LUCIE, FL 34952 SHEET DESCRIPTION: AS BUILT Bill Parrish 06/08/2019 USA Comserv AS BUILT Bill Parrish 06/08/2019 USA Comserv AS BUILT Bill Parrish 06/08/2019 USA Comserv AS BUILT Bill Parrish 06/08/2019 USA Comserv AS BUILT Bill Parrish 06/08/2019 USA Comserv AS BUILT Bill Parrish 06/08/2019 USA Comserv AS BUILT Bill Parrish 06/08/2019 USA Comserv I C) "'• " ..; 0 u � a: a: "' X 0 "' 3-'-' ;: 0 / . �a: a: "' X "' , f u GENERAL NOTES· 1. FOR THE PURPOSE OF THE CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: OWNER -LAMAR ENGINEER -FORESllE GROUP CONTRACTOR -GENERAL CONTRACTOR (CONSTRUCTION) 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING CONTRACTOR SHALL VISIT THE SllE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE A ffiNTION OF THE ENGINEER. 3. ALL MAlERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL ISSUE ALL APPROPRIA lE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. 4. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 5. UNLESS NOlED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, APPURlENANCES, AND LABOR NECESSARY TO COMPLElE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 6. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MAlERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STAlED OTHERWISE. 7. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALlERNATIVE INSTALLATION FOR APPROVAL BY THE ENGINEER. B. CONTRACTOR SHALL DElERMINE FINAL ROUTING OF CONDUIT, POWER, FIBER, AND GROUNDING CABLES SHOWN ON THE POWER & GROUNDING DRAWINGS. 9. THE CONTRACTOR SHALL PROlECT ALL EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING, STRUCTURES, ETC. ANY DAMAGE TO EXISTING IMPROVEMENTS RESULTING FROM THE PROPOSED CONSTRUCTION SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 10. CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MA lERIALS. 11. CONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. 12. CONTRACTOR SHALL HAVE A PRECONSTRUCTION MEETING WITH OWNER TO DISCUSS ALL ASPECTS OF THE CONSTRUCTION SCOPE OF THIS DRAWING TO ENSURE HE IS FAMILIAR WITH AND UNDERSTANDS ALL REQUIREMENTS AND INlENT OF EACH ACTIVITY. 13. THE GENERAL CONTRACTOR MUST VERIFY ALL DIMENSIONS, CONDITIONS AND ELEVATIONS BEFORE STARTING WORK. ALL DISCREPANCIES SHALL BE CALLED TO THE AffiNTION OF THE ENGINEER AND SHALL BE RESOLVED PRIOR TO COMMENCEMENT OF WORK. ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER IN ACCORDANCE WITH ACCEPlED CONSTRUCTION PRACTICES. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL lEMPORARY BRACING, SHORING, TIES, FORMWORK, ETC. IN ACCORDANCE WITH ALL NATIONAL, STAlE AND LOCAL ORDINANCES, TO SAFELY EXECUlE ALL WORK AND SHALL BE RESPONSIBLE FOR SAME. ALL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES. 15. THE CONTRACTOR SHALL USE ADEQUA lE NUMBERS OF SKILLED WORKMEN WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS, AND WHO ARE COMPLElELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND METHODS NEEDED FOR PROPER AND SAFE PERFORMANCE OF THE WORK. 16. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPlED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLElE RESPONSIBILITY FOR JOB SllE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO INDEMNIFY AND HOLD DESIGN ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT. ALL WORK SHALL COMPLY WITH OSHA AND STATE SAFETY REQUIREMENTS. PROCEDURES FOR THE PROlECTION OF EXCAVATIONS, EXISTING CONSTRUCTION AND UTILITIES SHALL BE ESTABLISHED PRIOR TO COMMENCEMENT OF WORK. SITE WORK· 1. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. 2. ALL EXISTING ACTIVE SEWER, WA lER, GAS, ELECTRIC, AND OTHER UTILITIES WHERE ENCOUNlERED IN THE WORK, SHALL BE PROlEClED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCAlED AS DIREClED BY ENGINEER. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR DURING ANY SUBSURFACE ACTIVITIES LOCAlED AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. IF APPLICABLE, THIS WILL INCLUDE BUT NOT BE LIMllED TO A) FALL PROlECTION B) CONFINED SPACE C) ELECTRICAL SAFETY D) TRENCHING & EXCAVATION. 3. ALL SllE WORK SHALL BE AS INDICAlED ON THE DRAWINGS, PROJECT SPECIFICATIONS AND OWNER SPECIFICATIONS. 4. IF NECESSARY, RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SllE AND DISPOSED OF LEGALLY. 5. ALL EXISTING INACTIVE SEWER, WA lER, GAS, ELECTRIC AND OTHER UTILITIES, WHICH INlERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INlERFERE WITH THE EXECUTION OF THE WORK, SUBJECT TO THE APPROVAL OF OWNER AND/OR LOCAL UTILITIES. 6. THE CONTRACTOR SHALL PROVIDE SllE SIGNAGE IN ACCORDANCE WITH lECHNICAL SPECIFICATIONS FOR SllE SIGNAGE. 7. EXISTING GRADES AND DRAINAGE PAffiRNS SHALL BE MAINTAINED. B. NO FILL OR EMBANKMENT MAlERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MAlERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. 9. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SllE DURING CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL. ACCESS:.. 1. USE MOST DIRECT ROUlE FROM STREET AS AGREED TO BY OWNER. 2. COORDINAlE CONSTRUCTION SCHEDULE & SITE ACCESS WITH OWNER. 3. THE CONTRACTOR SHALL COORDINA lE ALL SPECIAL CONSIDERATIONS OF CONSTRUCTION SUCH AS NOISY OPERATION, INTERRUPTION OF ANY MECHANICAL AND/OR ELECTRICAL SERVICES, MA lERIALS DELIVERIES AND STORAGE, STAGING AREA, CRANE LIFTS WITH THE OWNER PRIOR TO THE START OF THE WORK. 4. CONTRACTOR SHALL COORDINAlE WITH AN OWNER REPRESENTATIVE, THE lEMPORARY REMOVAL OF EXISTING IMPROVEMENTS & ANY EXPEClED DAMAGE TO DRIVEWAY OR REPAIR OF ADJACENT PROPERTY PRIOR TO COMMENCING THE WORK. 5. THE CONTRACTOR SHALL COORDINAlE WORK HOURS & STAGING AREAS AS REQUIRED. 6. CONTRACTOR TO NOTIFY OWNER OF CONSTRUCTION START DAlE WELL IN ADVANCE OF CONSTRUCTION. SITE MAINTENANCE· 1. REMOVE STAINING OR REACTIVE MAlERIALS FROM NEW AND EXISTING SURFACES IMMEDIAlELY. REMOVE HAZARDOUS ACCUMULATIONS OF DEBRIS PROMPTLY, AT LEAST DAILY. CONFINE DUST PRODUCING OPERATIONS DURING CUTTING, DRILLING, PAINTING AND FINISHING. THERE SHOULD BE NO OVER SPRAYING PAINT IN PARKING AREA. VACUUM IMMEDIATELY AFTER COMPLETION. 2.THERE SHALL NOT BE ANY CREATION OF NOISE OUTSIDE THE NORMAL HOURS OF 7 AM TO 6 PM, OR AS REQUIRED BY THE JURISDICTION. NOISE SHOULD BE KEPT TO A MINIMUM THROUGHOUT CONSTRUCTION. 3.NOISE AND EXISTING BUILDING STRUCTURE VIBRATION GENERA TED BY CONSTRUCTION PROCEDURES, EQUIPMENT, TOOL AND OPERATIONS ARE TO BE KEPT TO A PRACTICABLE MINIMUM. WHERE USE OF HIGH NOISE LEVEL EQUIPMENT IS UNAVOIDABLE, AND CAN BE HEARD, CONFINE TO HOURS BEFORE 7 A.M. AND AFlER 6 P.M. MONDAY THROUGH FRIDAY OR AS AGREED TO BY BUILDING OWNER. 4. THE CONTRACTOR IS TO PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RA TING OF NOT LESS THAN 2-A OR 2 ABC WITHIN 75FT OF TRAVEL TO ALL PORTIONS OF THE CONSTRUCTION AREA. 5.THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A NEAT AND ORDERLY SllE, YARD AND GROUNDS, REMOVE AND DISPOSE LEGALLY OFF SllE ALL RUBBISH, WASTE MAlERIALS, LlffiR, AND ALL FOREIGN SUBSTANCES. REMOVE PETROCHEMICAL SPILLS, STAINS AND OTHER FOREIGN DEPOSITS. RAKE GROUNDS TO A SMOOTH EVEN-lEXTURED SURFACE. 6. AT PROJECT COMPLETION, REMOVE lEMPORARY SERVICES, CONSTRUCTION EQUIPMENT, TOOLS AND FACILITIES, MOCKUPS, lEMPORARY STRUCTURES, SURPLUS MAlERIALS, DEBRIS, AND RUBBISH FROM BUILDING OWNERS PROPERTY. PUT SllE IN NEAT, ORDERLY CONDITION, READY FOR USE. LEAVE ROOF AREAS, PIPE SPACES AND OTHER SPACES CLEAN AND FREE FROM DEBRIS ON A DAILY BASIS. 7. THE SllE AND/OR BUILDING SECURITY SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION IN ORDER TO PREVENT UNAUTHORIZED PERSONS FROM ENTERING THE PREMISES. EXISTING AND NEW EQUIPMENT AND MAlERIALS REMAIN THE CONTRACTOR'S RESPONSIBILITY AT ALL TIME DURING CONSTRUCTION. 8. THE lENANT'S INGRESS AND EGRESS OF THE SllE AND /OR BUILDING SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION. 9. THE CONTRACTOR SHALL TAKE ALL MEASURE NECESSARY TO MAINTAIN POLLUTION CONTROL, COMPLY WITH ALL GOVERNING REGULATION PERTAINING TO ENVIRONMENTAL PROlECTION, AND PROMPTLY REMOVE ALL DEBRIS AND ACCUMULATION OF MATERIALS RESULTING FROM THE WORK. DEMOLITION· 1. GENERAL CONTRACTOR IS TO DEMOLISH AND REMOVE FROM SllE (AND DISPOSE OF APPROPRIA lEL Y) ALL llEMS NOlED FOR DEMOLITION IN THE ARCHllECTURAL, CIVIL, ELECTRICAL AND/OR STRUCTURAL DRAWINGS, INCLUDING BELOWGRADE FOUNDATION AND STRUCTURES. CONTRACTOR SHALL COORDINAlE WITH THE OWNER REPRESENTATIVE THE DISPOSAL OF EQUIPMENT & MAlERIALS. 2. GENERAL CONTRACTOR IS TO EXERCISE UTMOST CARE DURING DEMOLITION AND PROMPTLY INFORM THE ENGINEER OF ANY DEVIATION TO THE EXISTING STRUCTURE FROM WHAT IS SHOWN IN THESE PLANS PRIOR TO PROCEEDING WITH THE WORK. 3. GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SHORING, BRACING, PROVIDING LA lERAL SUPPORT, AND FOR MAINTAINING THE INlEGRITY OF THE EXISTING STRUCTURE DURING ALL PHASES OF THE DEMOLITION AND CONSTRUCTION AND SHALL PROVIDE, IF REQUIRED, SIGNED & SEALED SHOP DRAWINGS, BY A REGISlERED PROFESSIONAL ENGINEER, FOR THE SHORING OF ALL WALLS, BEAMS, SLABS, ROOF JOISTS, OR OTHER ELEVAlED STRUCTURAL llEMS, THAT ARE HAVING THE SUPPORT BELOW NOlED FOR DEMOLITION . 4. ANY DAMAGE DUE TO DEMOLITION, OR OTHER CONSTRUCTION ACTIVITIES, DONE TO ANY EXISTING SURFACE TO REMAIN SHALL BE REPAIRED TO MATCH EXISTING AT NO ADDITIONAL COST TO THE OWNER. CUTTING & PATCHING· 1. 00 NOT DRILL OR CUT EXISTING FLOOR JOISTS, BEAMS, COLUMNS OR OTHER STRUCTURAL ELEMENTS UNLESS SPECIFICALLY INDICATED. DRILL SLABS WHERE APPROVED. CORE DRILL CIRCULAR OPENINGS THROUGH CONCRElE SLAB. LINE DRILL FOR RECTANGULAR OPENINGS. MAKE OPENINGS OF PROPER SIZE FOR CONDUIT, DUCTS, PIPES AND OTHER ITMES PASSING THROUGH OPENINGS. MAKE ALL NEW HOLES OR OPENINGS BE WEATHER TIGHT OR FIRE SAFE AS REQUIRED BY LOCAL BUILDING CODES & ORDINANCES. 2. PREPARE, SUBMIT AND RECEIVE APPROVAL OF SLEEVES ANO OPENING DRAWINGS BEFORE LOCATING SLEEVES AND OPENINGS IN NEW CONSTRUCTION AND BEFORE DRILLING EXISTING STRUCTURE. SHOW EACH OPENING AND SLEEVE IN THE ENTIRE PROJECT. 3. SEAL WAlER TIGHT AND PROJECT WITH FIRE PROOFING MAlERIALS NEW SLEEVES ANO OPENINGS THROUGH ROOFS, FLOORS AND INVERTICAL CHASES AS REQUIRED BY CODE ANO INDUSTRY STANDARDS. ALL FLOOR ANO WALL PENETRATIONS SHALL BE SEALED WITH FIRE RETARDANT COMPOUND MEETING ULCAJ5045. 4. THE CONTRACTOR SHALL PROVIDE THE FIRE MARSHALL APPROVED MA lERIALS TO FILL/SEAL PENETRATIONS THROUGH FIRE RA lED ASSEMBLIES. 5. WHERE CUTTING OF EXISTING SURFACES OR REMOVAL OF EXISTING FINISHES JS REQUIRED TO PERFORM THE WORK UNDER THIS CONTRACT AND A NEW FINISH IS NOT INDICAlED, FILL RESULTING OPENINGS AND PATCH THE SURFACE AFlER DOING THE WORK AND FINISH TO MATCH ADJACENT EXISTING SURFACES. 6. EXCEPT IN SPACE WHERE NO WORK UNDER THIS CONTRACT IS REQUIRED, ENCLOSE EXISTING AND NEW CONDUITS, DUCTS, PIPES ANO SIMILAR llEMS IN FURRING WHERE SUCH llEMS PASS THROUGH FINISHED SPACES WHETHER OR NOT FURRING IS INDICAlEO. 7. ALL CONCRElE AND MASONRY PENETRATIONS SHALL BE DONE USING ROTARY ACTION ONLY (NO HAMMERING ACTION). X-RAYS ARE TO BE TAKEN PRIOR TO DRILLING. 8. CORE LOCATIONS IF REQUIRED SHALL BE CHOSEN SO AS TO AVOID CUTTING ANY REINFORCING BARS. FIRESTOP FLOOR OR WALL PENETRATION WITH TWO HOUR RATED SEALANT TO MEET UL CAJ5045. PROVIDE WEATHERPROOFING OF ANY ROOF PENETRATIONS. 9.REPAIR, PATCH, FINISH ANO/OR REFINISH AS APPLICABLE TO MATCH ADJACENT EXISTING FINISHES THOSE EXISTING SURFACES DAMAGED OR NEW PROPOSED SURFACES DURING PERFORMANCE OF THE WORK UNDER THIS CONTRACT. 10. WHERE CONDUITS, DUCTS, PIPES AND SIMILAR llEMS ARE SHOW TO BE INSTALLED IN EXISTING WALLS OR PARTITIONS. NEATLY CHASE THE WALLS OR PARTITIONS. INSTALL THE TIMES AND PATCH THE WALLS OR PARTITIONS TO MAKE THE INSTALLATION NOT DISCERNIBLE IN THE FINISHED WORK. 11. WHERE A NEW CUTTING IS NOT SCHEDULED, INSTALL NEW CONDUITS AND PIPES IN EVERY CASE, AND NEW DUCT WHERE POSSIBLE ABOVE EXISTING CEILING. REMOVE EXISTING CEILING AS NECESSARY. AFTER INSTALLATION OF CONCEALED WORK, REINSTALL REMOVED CEILING AND PATCH AND REFINISH TO MATCH ADJACENT UNREMOVED CEILINGS. 12. REPAIR ALL METAL SURFACES THAT HAVE BEEN CUT OR DAMAGED BY REMOVING ANY EXISTING RUST ANO APPL YING COLD GALVANIZATION. STRUCTURAL STRUCTURAL STEEL- 1. STRUCTURAL STEEL SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A123. HARDWARE SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A153. TOUCH UP ALL FIELD WELDS, UNCOAlED AND ABRADED AREAS WITH TWO COATS OF GALVANIZED PAINT IN ACCORDANCE WITH ASTM A780-93A. 2.PIPES SHALL BE CAPPED OR SEALED AS NEEDED TO PREVENT RAINWAlER INTRUSION. 4. BOL lED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE CONNECTIONS AND SHALL HAVE MINIMUM OF TWO BOLTS UNLESS NOlED OTHERWISE ON PLANS. 5. IF REQUIRED, WELDING SHALL BE PERFORMED USING E7DXX ELECTRODES AND WELDING SHALL CONFORM TO AISC. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF SlEEL CONSTRUCTION". PAINTED OR GALVANIZED SURFACES SHALL BE TOUCHED UP. CONCRETE AND REINFORCING STEEL· 1. ALL CONCRElE WORK SHALL BE IN ACCORDANCE WITH ACI 301, ACI 318, ACI 336, ASTM A184. 2. ALL CONCRElE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 2B DAYS, UNLESS NOlED OTHERWISE; SLUMP: 2" MIN./4" MAX; AIR ENTRAINMENT: 4 TO 67. BY VOLUME; MAXIMUM COARSE AGGREGATE SIZE SHALL BE 1". 3. REINFORCING SlEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOlEO OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED SlEEL WIRE REINFORCEMENT UNLESS NOlEO OTHERWISE. SPLICES SHALL BE CLASS '8" AND ALL HOOKS SHALL BE STANDARD, UNLESS NOlEO OTHERWISE. 4. THE FOLLOWING MINIMUM CONCRElE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS NOlED OTHERWISE ON DRAWINGS: CONCRElE CAST AGAINST EARTH: 3" CONCRElE EXPOSED TO EARTH OR WEATHER: 1/6 AND LARGER 3" 1/5 AND SMALLER & WWF 3" CONCRElE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: SLAB AND WALL 1 ½" BEAMS AND COLUMNS 1½" A CHAMFER OF 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRElE, UNLESS NOlED OTHERWISE, IN ACCORDANCE WITH ACI 301. 5.INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER MANUFACTURER'S WRlffiN RECOMMENDED PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. IF DRILLING IN EXISTING CONCRElE, NO EXISTING REBAR WILL BE CUT WITHOUT PRIOR APPROVAL BY ENGINEER. 6. WELDING IS PROHIBITED ON REINFORCING SlEEL AND EMBEDMENTS. 7. ALL CONCRElE SHALL BE READY-MIXED IN ACCORDANCE WITH ASTM C94. MAINTAIN TEMPERATURE OF CAST IN PLACE CONCRElE AT BETWEEN 50 DEGREES AND 90 DEGREES FAREN HEIT. 8. DO NOT USE RElEMPERED CONCRElE, OR ADD WAlER TO READY-MIX CONCRElE AT THE JOBSllE. 9. FOUNDATION INSTALLER SHALL INSURE THAT ALL PROTRUDING THREADS OF PROPOSED ANCHOR BOLTS SHALL BE MAINTAINED CLEAN AND FREE OF CONCRElE. 10. FOUNDATION DESIGN IS BASED ON SOIL WITH 2000 PSF BEARING CAPACITY OR AS INDICAlED ON STRUCTURAL CALCULATIONS AND/OR DRAWINGS. ELECTRICAL GEN_ERAL_ 1. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE LAlEST VERSION OF THE NATIONAL CODE AND ALL LOCAL AND STAlE CODES, LAWS, AND ORDINANCES. 2. ALL UNDERGROUND CONDUIT SHALL BE PVC SH EDU LE 40 UNLESS OTHERWISE INDICA lED. CONDUITS EXPOSED ABOVE GROUND SHALL BE RIGID GALVANIZED SlEEL. ALL UNDERGROUND CONDUIT SHALL TRANSITION FROM PVC TO RIGID AT THE 90' BEND BELOW GRADE. PROVIDE 12" SEPARATION BETWEEN UNDERGROUND POWER AND lELEPHONE CONDUITS. SUPPLY UTILITY MARKING TAPE BURIED 12" BELOW GRADE ALONG ENTIRE LENGTH OF UNDERGROUND CONDUITS. 3. ALL CONDUCTORS SHALL BE COPPER WITH THHN/THWN INSULATION. CONTROL CONDUCTORS SHALL BE STRANDED. POWER & LIGHTING CONDUCTORS SHALL BE SOLID FOR #10 & 1/12 CONDUCTORS AND STRANDED FOR ALL OTHER SIZES. 4. ELECTRICAL DRAWINGS ARE IN PART DIAGRAMMATIC. PROVIDE ADDITIONAL SUPPORTS FOR ELECTRICAL EQUIPMENT IF REQUIRED. 5.LOCA lE ALL UNDERGROUND UTILilES BEFORE TRENCHING. IF CONFLICTS ARISE, CONTACT UTILITY COMPANY AND ENGINEER IMMEDIAlELY. 6.ALL EXPOSED CONDUITS SHALL HAVE WEATHERPROOF CAPS, NOT DUCT TAPE. 7.PROVIDE 200 LB lEST PULL WIRES IN EACH lELEPHONE AND POWER CONDUIT. B. COORDINAlE ALL CONDUIT STUB-UP LOCATIONS WITH UTILITY COMPANY. 9.PROVIDE WEATHERPROOF SEALS FOR ALL CONDUIT STUB-UPS. GROUNDING 1. GROUNDING SHALL BE IN COMPLIANCE WITH NEC, NESC AND APPLICABLE LOCAL ORDINANCES, STAlE CODES AND/OR OR UTILITY COMPANY STANDARDS. 2. PROVIDE (1) MAIN VERTICAL GROUND RISER (VGR) CONDUCTOR FROM THE ANlENNA MOUNTING BRACKET AT THE TOP /SIDE OF THE POLE TO THE GROUND ROD AT THE BASE OF THE POLE. MAIN VGR SHALL CONSIST OF A MINIMUM # 6 AWG SOLID CONDUCTOR. 3. THE MAIN VGR SHALL BE PROlEClED BY A PVC U-GUARD, OR PVC CONDUIT, TO THE TOP OF THE POLE AND STAPLED EVERY 24" WITH CORROSION RESISTANT (DIPPED GALVANIZED) STAPLES. THE MAIN VGR MAY BE PLACED IN THE SAME CONDUIT OR U-GUARD AS COAX CABLE, IN ACCORDANCE WITH THE REQUIREMENTS OF THE UTILITY POLE OWNER AND LOCAL ELECTRICAL CODE. 4. GROUND RODS SHALL BE A MINIMUM 5/8" DIAMElER, 8 FOOT LENGTH, AND COPPER-CLAD SlEEL. GROUND RODS SHALL BE SPACED A MINIMUM OF 6" . 5. THE TOP OF GROUND RODS AND ASSOCIAlED BONDING CONDUCTORS SHALL BE BURIED OF 4" BELOW GRADE. 6. MINIMUM f6 AWG SOLID MAIN VERTICAL GROUND RISER SHALL BE ATTACHED DIRECTLY TO CLOSEST GROUND ROD. 1/V PLANS PREPARED FOR: Sprint ahead 6100 SPRINT PARKWAY OVERLAND PARK MAHWAH, KS 66251 PLANS PREPARED BY: FL CA26115 Foresite Group, Inc. 3740 Davinci Ct. Suite 100 s group w I www.fg-inc.net o I 770.368.1399 fl 770.368.1944 Peachtree Corners, GA 30092 DRAWING NOTICE: THESE DOCUMENTS ARE CONFIDENTIAL AND ARE THE SOLE PROPERTY OF SPRINT AND MAY NOT BE REPRODUCED, DISSEMINATED OR REDISTRI BUTED WITHOL/T THE EXPRESS WRITTEN CONSENT OF SPRINT. MLA PARTNER: QKGPCo DRAWN BY: DEJ APPROVED BY: DWB DATE DRAWN: 08/16/2018 REVISION EV DESCRIPTION BY DATE SYSCOM NUMBER: 93410 SITE CASCADE: Ml90XSRRL SITE ADDRESS: 8731 S. US HIGHWAY 1 PORT ST. LUCIE, FL 34952 SHEET DESCRIPTION: NOTES AS BUILT Bill Parrish 06/08/2019 USA Comserv