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HomeMy Public PortalAboutATT application -- Small Cell on A1AREGIONAL MAP AT&T THIS ITEM HAS BEEN DIGITALLY SIGNED BY: JUSTO R. RODRIGUEZ, P.E. ON 10-01-2021. AT&T PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED 3210 Lake Emma Road, Lake Mary, FL 32746 SIGNED AND SEALED AND`THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. LdrakfftPros Engineering Office 4461 Parkbreeze Ct — Orlando, FL 32808 NODE NAME PACE NUMBER Dunes Road PROFESSIONAL LICENSURE CRAN_RTFL_PBC28_684 MRSFLO18329 DRAFTPROS, LLC - FBPE # 33376 PTN NUMBER - SITE 2551AOMN21 LtdcAfoN ,,,�� 'R'�iat,, H�gii?airtl i�rl STRUCTURE TYPE - Delray Beach LJ � : - •. „ . No. 20675 STANDALONE CONCRETE POLE j\�` y It • ... �;,.,!' I Digitally sled by JUSTO R --- --- _ -- INDEX OF SHEET PROJECT INFORMATION VICINITY MAP JUSTO R RODRIGUEZ RO D RI G U EZ D2 03 30204 001 _. AT&T ADDRESS 3210 LAKE EMMA ROAD s.I I HEREBY CERTIFY THAT THESE PLANS WERE 01 OF 21 COVER LAKE MARY, FL 32746 PREPARED UNDER MY DIRECT SUPERVISION AND TO 02 OF 21 OVERALL SITE PLANOCEAN .' t.: THE BEST OF MY PROFESSIONAL KNOWLEDG THEY COMPLY WITH THE REQUIREMENT OF ALL 03 OF 21 PLAN VIEW PROPERTY PUBLIC RIGHT OF WAY - �•, APPLICABLE CODES AND ORDINANCES 04 OF 21 TO 05 OF 21 -TRAFFIC CONTROL PLAN OWNER � u � ' REVISIONS BY DESCRIPTION DATE 06 OF 21 NEW EQUIPMENT ELEVATION APPLICANT NEW CINGULAR WIRELESS PCS LLC , 07 OF 21 NEW POLE ELEVATION 08 OF 21 TO 11 OF 21 - PHOTO SIM AT&T CONTACT 1: SAM ABS (205) 616-7473 Al 12 OF 21 DUAL BAND RADIO SHROUD 13 OF 21 ANTENNA DETAIL AT&T CONTACT 2: KEVIN HARRISON (321) 388-9513 - L_._ TE- 14 OF 21 UNIVERSAL BRACKET r. - All *I, 15 OF 21 RRU'S DETAIL SITE ID: PENDING 16 OF 21 17 OF 21 - RISER / GROUNDING DETAILS GENERAL NOTES PACE NUMBER: MRSFLO18329 HIDDEN HARBOR � •� +}�, SnnShin• 18 OF 21 ROW CONSTRUCTION NOTES PTN NUMBER: 2551AOMN21TIT 19 OF 21 TO 21 OF 21 - STRUCTURAL ANALYSIS STANDALONE 1 / USID NUMBER: 243108 "' ■, — w. Call 811 or www.sunshine811.com two full FA CODE: 14848551 w business days before digging to have utilities located and marked. Check positive response codes before you dig! PERMITTING PROJECT CONTACTS DRIVING DIRECTIONS PROJECT INFORMATION NW N NE JURISDICTION : TOWN OF GULF STREAM AT&T: DRIVING DIRECTIONS FROM 3210 LAKE EMMA ROAD LAKE MARY FL 32746: DRAWING BY: DRAFTPROS LLC 1. GET ON 1-4 E FROM LAKE EMMA RD - 1.4 mi CHECK BY: Professional — Tech Vendor SAM ABS 2. MERGE ONTO 1-4 E - 1.9 mi DRAFTPROS LLC Management (Wireless 3210 LAKE EMMA ROAD Engineering) LAKE MARY, FL 32746 3. USE THE RIGHT 2 LANES TO TAKE EXIT 101B-101C FOR FL-417 TOWARD SANFORD - 1.0 mi 4. MERGE ONTO FL-417 TOLL S - 19.2 mi w E ORIGINAL SUBMITTAL: PROJECT SUMMARY PHONE: (205) 616-7473 EMAIL: sa918h@att.com 5. KEEP LEFT AT THE FORK TO STAY ON FL-417 TOLL S - 9.8 mi 6. USE THE RIGHT 2 LANES TO TAKE EXIT 26 TO MERGE ONTO FL-528 E TOWARD COCOA - 11.1 mi �,' SF APR 18, 2019 NODE NAME #: DRAFTPROS LLC: 7. CONTINUE STRAIGHT TO STAY ON FL-528 E - 15.7 mi SW se GRAN RTFL PBC28 684 INSTALLATION OF NEW 8. TAKE EXIT 42A TO MERGE ONTO 1-95 S TOWARD MIAMI - 149 mi 3 — — — TITLE: COVER SMALL CELL EQUIPMENT ON ENGINEERING TIM HEWITT 9. USE THE RIGHT 2 LANES TO TAKE EXIT 56 FOR - mi NEW CONCRETE POLE & SURVEYING PHONE: 317 903 - 7521 ( ) - .8 i 10. DRIVE TO FLORIDA A1A S/N OCEAN BLVD IN GULF STREAM - 3.8 mi GULF STREAM LATITUDE : 26.477665' LONGITUDE:-80.056368' SCALE: NTS PAGE: 01 OF: 21 CONTACT: EMAIL: thewitt@draftprosinc.com NO NETWORK SUPPORT NODES AND NO USABLE UTILITY POLE WITHIN 500' OF PROPOSED POLE N OCEAN BLVD 30' ROW / I 15' I HIDDEN HARBOR DR _ _ ROW --- ROW— — 15' 1 1. ANY DAMAGE TO PBC-TRAFFIC ITS FACILITIES CAUSED BY CONSTRUCTION OF THIS PROJECT MUST BE REPAIRED OR REPLACED TO ORIGINAL OR BETTER CONDITION AT NO COST TO PALM BEACH COUNTY. 2. PALM BEACH COUNTY RESERVES THE RIGHT TO DETERMINE IF DAMAGED FACILITIES WILL BE REPAIRED OR REPLACED. 3. PBC-TRAFFIC ITS CONTACT IS DANIEL RODRIGUEZ 561-681-4365. NOTES: • NO OTHER NETWORK SUPPORT POLES WITHIN VICINITY * NO MUNICIPAL PARK IN AREA " AREA IS RESIDENTIAL ZONE * N OCEAN BLVD (S.R. A1A) ROW IS OVER 50' WIDE 60' ROW 'i PCN 20434609920000040 PCl 20434609010000071 60' ROW 30' 500' BUFFER LINE NEW STANDALONE 35'-8" FT\ (HEIGHT )- - — OWNERSHIP BY NEW CINGULAR \ / WIRELESS PCs / LATITUDE:26.477665' \ LONGITUDE:-80.056368' PCN: 1 20434609040040090 I PCN: 2043461001 �Zi 0° 30' / i i THIS ITEM HAS BEEN DIGITALLY SIGNED BY: JUSTO R. RODRIGUEZ, P.E. ON 10-01-2021. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. FDOT CONSTRUCTION NOTES: - MAINTENANCE OF TRAFFIC TO BE SUPERVISED BY A CERTIFIED PERSON. - TEST RESULTS OF ANY TEST TAKEN FOR OR DURING CONSTRUCTION OF THE PERMITTED WORK SHALL BE PROVIDED TO THE FDOT UPON REQUEST. - THE CONTRACTOR SHALL NOTIFY THE DEPARTMENT A MINIMUM OF TWO BUSINESS DAYS PRIOR TO ANY LANE CLOSURES OR BEGINNING ANY CONSTRUCTION WITHIN THE FDOT RIGHT-OF-WAY. - ALL WORK PERFORMED WITHIN THE FDOT RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF FDOT DESIGN STANDARDS, SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, AND THE UTILITY ACCOMMODATION MANUAL. - EXISTING GAS MAIN SHALL BE PROTECTED AT ALL TIMES DURING EXCAVATION, DRILLING AND CONDUIT INSTALLATION ACTIVITIES. UTILITY GAS COMPANY SHALL BE PRESENT AT THE PRE -WORK MEETING AND GIVE WRITTEN CLEARANCE PRIOR TO COMMENCEMENT OF ANY PERMIT OPERATIONS. - EXISTING FDOT DRAINAGE SYSTEM SHALL BE PROTECTED AT ALL TIMES BY THE PERMITEE. ANY DAMAGE TO FDOT DRAINAGE SYSTEM (STRUCTURES OR PIPES)SHALL BE REPAIRED/REPLACED BY THE PERMITEE AT NO COST TO THE DEPARTMENT. - ALL CONCRETE TO BE REMOVED SHALL BE SAW CUT AT THE NEAREST JOINT IN REASONABLY GOOD CONDITION, SO AS TO PRODUCE A CONNECTION WITH NEW CONCRETE THAT IS FREE OF CRACKS, DEFORMITY IN SHAPE, NOTICEABLE VOIDS, SURFACE IRREGULARITIES, AND OTHER DEFECTS. CONCRETE GUTTER SHALL BE SAW CUT BETWEEN ASPHALT AND GUTTER BEFORE REMOVAL. - IT WILL BE THE RESPONSIBILITY OF THE PERMITTEE TO REPAIR ANY DAMAGE TO FDOT FACILITIES CAUSED BY CONSTRUCTION OF THE PROJECT. - ALL CONCRETE SHALL BE AN APPROVED FDOT MIX DESIGN OF 3,000 PSI. u AT&T 3210 Lake Emma Road, Lake Mary, FL 32746 draftPros Engineering Office 4461 Parkbreeze Ct Orlando, FL 32808 1 PROFESSIONAL LICENSURE 1 J U STO R JDUgSTOIRsigned by RODRIGUEZ RODRIGUEZ °zo4o �04001 I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY PROFESSIONAL KNOWLEDG THEY COMPLY WITH THE REQUIREMENT OF ALL APPLICABLE CODES AND ORDINANCES 1 REVISIONS I BY I DESCRIPTION I DATE I Sunshine � , Call 811 or www.sunshine811.com two full business days before digging to have utilities located and marked. Check positive response codes before you dig! I PROJECT INFORMATION I DRAFTPROS LLC CHECK BY: DRAFTPROS LLC ORIGINAL SUBMITTAL: APR 18, 2019 CRAN_RTFL_PBC28_684 TITLE: OVERALL SITE PLAN SCALE: PAGE: OF: 1 " = 100' 1 02 1 21 q THIS ITEM HAS BEEN DIGITALLY SIGNED BY: JUSTO R. RODRIGUEZ, P.E. ON 10-01-2021. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. OWOW c1`�ARIES 30' R � � Ld ,.. ' 1— 11 1 � I I, v (GRASS) ;0 (GRASS) —W — W — -- W_ W ——W——W——o (n w Q— E EO E. N OCEAN BLVD -- ----- - - - — N N 35 M.P.H) 61 r-- -- o �. ✓ —y,� — —j -LN—,, cV EV —W— W— EO W— M Er — ... O (GRASS) -- (GRASS) I .I - - (GRASS) ..,. ROL r- orSPnti_ ,� L-- /--�J NEW STANDALONE 35'-8" FT (HEIGHT) OWNERSHIP BY NEW CINGULAR WIRELESS PCs LATITUDE: 26.477665' LONGITUDE:-80.056368° FOR ADDITIONAL INFORMATION REFER TO ENLARGED PLAN VIEW ON THIS SHEET Exact Power Conduit run on the start will be coordinated with Power Company at the time of construction i ENLARGED PLAN VIEW SCALE 1:10 r- — — — — — — — — — — — — — — — — — — — — — —1 � I I I N OCEAN BLVD I NEW STANDALONE 35'-8" FT I I (HEIGHT) OWNERSHIP BY NEW CINGULAR I —EOR EO WIRELESS PCs LATITUDE:26.477665' I — —W-- —w — W-( - W I LONGITUDE:-80.056368' I T I (GRASS) ED I I ROW — II I L- — — — — — — — — — — — — — — — — — — — — — —� NEW STANDALONE 35'-8" FT (HEIGHT) OWNERSHIP BY NEW CINGULAR WIRELESS PCs LATITUDE' 26 477665° LONGI TUDE:-80.056368' \ O 0- 16' Lu O' 8' 6' TO TO EOP ROW N OCEAN BLVD ASPHALT WATER 4' LABOR SUMMARY THIS PAGE QTY LINETYPES D-BORE, INSTALL (1) 2" CONDUITS - LF AE PROPOSE AERIAL - - CENTERLINE GAS - S SANITARY SEWER �� CONCRETE POLE TRENCH, INSTALL (1) 2" CONDUITS - LF UGE�—PROPOSELUNDERGROUND _. _. _ __. -_ EASEMENT G— OTHERFOC IS ECTRICSTORM DRAIN Iii� WOOD POLE REMOVE& RESTORE ASPHALT - SF FOP — EDGE OF PAVEMENT -- W---WATER ___E._-_-_POWER Q oUAZITE PULLRox UNDERGROUND REMOVE &RESTORE SOD - SF —ROW— — RIGHTOFWAY STREETLIGHT - - —T-- -- - TELCO • NEW STANDALONE INSTALL HANDHOLE (17"x30"x24") - EA SIDEWALK TRF TRAFIC x .x FENCE GAS VALVE/HANDHOLE SECTION A -A HORIZONTAL SCALE: 1"= 16' VERTICAL SCALE: 1"= 10' SYMBOLOGY -- POWER MANHOLE TRAFFIC SIGNAL HANDHOLE E POWER HANDHOLE TELCO MANHOLE SANITARY SEWER WATER HANDHOLE VALVE/SPRINKLEF STORM SEWER HANDHOLE O FIRE HYDRANT STORM DRAIN/CATCH TREE AT&T 3210 Lake Emma Road, Lake Mary, FL 32746 raros Engineering Office 4461 Parkbreeze Ct Orlando, FL 32808 PROFESSIONAL LICENSURE EtII a ao� s : sw. zosrs •. * = Gam;`' i Digitally signed by JUSTO R JUSTOR RODRIGUEZ ROD RIG U EZ Date: 2021.10.01 12:05:42-04'00' 1 HEREBY CERTIFY THAT THESE PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY PROFESSIONAL KNOWLEDG THEY COMPLY WITH THE REQUIREMENT OF ALL APPLICABLE CODES AND ORDINANCES REVISIONS 11 BY DESCRIPTION DATE 019 018 017 016 015 sunshlne , 014 013 Call 811 or www.sunshine811.com two full 012 business days before digging to have utilities located and marked. 011 Check positive response codes before you dig! 010 PROJECT INFORMATION 009 'I DRAWING BY: DRAFTPROS LLC !I CHECK BY: DRAFTPROS LLC j ORIGINAL SUBMITTAL: APR 18, 2019 NODE NAME #: STREETLIGHT CRAN RTFL_PBC28-684 TRAFFIC SIGNAL POLE TITLE: SOD PLAN VIEW ASPHALT RESTORATION SCALE: PAGE: OF: 1" = 40' 03 21 CONCRETE RESTORATION TUDE:-80.056368' \ O 0- 16' Lu O' 8' 6' TO TO EOP ROW N OCEAN BLVD ASPHALT WATER 4' LABOR SUMMARY THIS PAGE QTY LINETYPES D-BORE, INSTALL (1) 2" CONDUITS - LF AE PROPOSE AERIAL - - CENTERLINE GAS - S SANITARY SEWER �� CONCRETE POLE TRENCH, INSTALL (1) 2" CONDUITS - LF UGE�—PROPOSELUNDERGROUND _. _. _ __. -_ EASEMENT G— OTHERFOC IS ECTRICSTORM DRAIN Iii� WOOD POLE REMOVE& RESTORE ASPHALT - SF FOP — EDGE OF PAVEMENT -- W---WATER ___E._-_-_POWER Q oUAZITE PULLRox UNDERGROUND REMOVE &RESTORE SOD - SF —ROW— — RIGHTOFWAY STREETLIGHT - - —T-- -- - TELCO • NEW STANDALONE INSTALL HANDHOLE (17"x30"x24") - EA SIDEWALK TRF TRAFIC x .x FENCE GAS VALVE/HANDHOLE SECTION A -A HORIZONTAL SCALE: 1"= 16' VERTICAL SCALE: 1"= 10' SYMBOLOGY -- POWER MANHOLE TRAFFIC SIGNAL HANDHOLE E POWER HANDHOLE TELCO MANHOLE SANITARY SEWER WATER HANDHOLE VALVE/SPRINKLEF STORM SEWER HANDHOLE O FIRE HYDRANT STORM DRAIN/CATCH TREE AT&T 3210 Lake Emma Road, Lake Mary, FL 32746 raros Engineering Office 4461 Parkbreeze Ct Orlando, FL 32808 PROFESSIONAL LICENSURE EtII a ao� s : sw. zosrs •. * = Gam;`' i Digitally signed by JUSTO R JUSTOR RODRIGUEZ ROD RIG U EZ Date: 2021.10.01 12:05:42-04'00' 1 HEREBY CERTIFY THAT THESE PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY PROFESSIONAL KNOWLEDG THEY COMPLY WITH THE REQUIREMENT OF ALL APPLICABLE CODES AND ORDINANCES REVISIONS 11 BY DESCRIPTION DATE 019 018 017 016 015 sunshlne , 014 013 Call 811 or www.sunshine811.com two full 012 business days before digging to have utilities located and marked. 011 Check positive response codes before you dig! 010 PROJECT INFORMATION 009 'I DRAWING BY: DRAFTPROS LLC !I CHECK BY: DRAFTPROS LLC j ORIGINAL SUBMITTAL: APR 18, 2019 NODE NAME #: STREETLIGHT CRAN RTFL_PBC28-684 TRAFFIC SIGNAL POLE TITLE: SOD PLAN VIEW ASPHALT RESTORATION SCALE: PAGE: OF: 1" = 40' 03 21 CONCRETE RESTORATION LABOR SUMMARY THIS PAGE QTY LINETYPES D-BORE, INSTALL (1) 2" CONDUITS - LF AE PROPOSE AERIAL - - CENTERLINE GAS - S SANITARY SEWER �� CONCRETE POLE TRENCH, INSTALL (1) 2" CONDUITS - LF UGE�—PROPOSELUNDERGROUND _. _. _ __. -_ EASEMENT G— OTHERFOC IS ECTRICSTORM DRAIN Iii� WOOD POLE REMOVE& RESTORE ASPHALT - SF FOP — EDGE OF PAVEMENT -- W---WATER ___E._-_-_POWER Q oUAZITE PULLRox UNDERGROUND REMOVE &RESTORE SOD - SF —ROW— — RIGHTOFWAY STREETLIGHT - - —T-- -- - TELCO • NEW STANDALONE INSTALL HANDHOLE (17"x30"x24") - EA SIDEWALK TRF TRAFIC x .x FENCE GAS VALVE/HANDHOLE SECTION A -A HORIZONTAL SCALE: 1"= 16' VERTICAL SCALE: 1"= 10' SYMBOLOGY -- POWER MANHOLE TRAFFIC SIGNAL HANDHOLE E POWER HANDHOLE TELCO MANHOLE SANITARY SEWER WATER HANDHOLE VALVE/SPRINKLEF STORM SEWER HANDHOLE O FIRE HYDRANT STORM DRAIN/CATCH TREE AT&T 3210 Lake Emma Road, Lake Mary, FL 32746 raros Engineering Office 4461 Parkbreeze Ct Orlando, FL 32808 PROFESSIONAL LICENSURE EtII a ao� s : sw. zosrs •. * = Gam;`' i Digitally signed by JUSTO R JUSTOR RODRIGUEZ ROD RIG U EZ Date: 2021.10.01 12:05:42-04'00' 1 HEREBY CERTIFY THAT THESE PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY PROFESSIONAL KNOWLEDG THEY COMPLY WITH THE REQUIREMENT OF ALL APPLICABLE CODES AND ORDINANCES REVISIONS 11 BY DESCRIPTION DATE 019 018 017 016 015 sunshlne , 014 013 Call 811 or www.sunshine811.com two full 012 business days before digging to have utilities located and marked. 011 Check positive response codes before you dig! 010 PROJECT INFORMATION 009 'I DRAWING BY: DRAFTPROS LLC !I CHECK BY: DRAFTPROS LLC j ORIGINAL SUBMITTAL: APR 18, 2019 NODE NAME #: STREETLIGHT CRAN RTFL_PBC28-684 TRAFFIC SIGNAL POLE TITLE: SOD PLAN VIEW ASPHALT RESTORATION SCALE: PAGE: OF: 1" = 40' 03 21 CONCRETE RESTORATION SECTION A -A HORIZONTAL SCALE: 1"= 16' VERTICAL SCALE: 1"= 10' SYMBOLOGY -- POWER MANHOLE TRAFFIC SIGNAL HANDHOLE E POWER HANDHOLE TELCO MANHOLE SANITARY SEWER WATER HANDHOLE VALVE/SPRINKLEF STORM SEWER HANDHOLE O FIRE HYDRANT STORM DRAIN/CATCH TREE AT&T 3210 Lake Emma Road, Lake Mary, FL 32746 raros Engineering Office 4461 Parkbreeze Ct Orlando, FL 32808 PROFESSIONAL LICENSURE EtII a ao� s : sw. zosrs •. * = Gam;`' i Digitally signed by JUSTO R JUSTOR RODRIGUEZ ROD RIG U EZ Date: 2021.10.01 12:05:42-04'00' 1 HEREBY CERTIFY THAT THESE PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY PROFESSIONAL KNOWLEDG THEY COMPLY WITH THE REQUIREMENT OF ALL APPLICABLE CODES AND ORDINANCES REVISIONS 11 BY DESCRIPTION DATE 019 018 017 016 015 sunshlne , 014 013 Call 811 or www.sunshine811.com two full 012 business days before digging to have utilities located and marked. 011 Check positive response codes before you dig! 010 PROJECT INFORMATION 009 'I DRAWING BY: DRAFTPROS LLC !I CHECK BY: DRAFTPROS LLC j ORIGINAL SUBMITTAL: APR 18, 2019 NODE NAME #: STREETLIGHT CRAN RTFL_PBC28-684 TRAFFIC SIGNAL POLE TITLE: SOD PLAN VIEW ASPHALT RESTORATION SCALE: PAGE: OF: 1" = 40' 03 21 CONCRETE RESTORATION AT&T 3210 Lake Emma Road, Lake Mary, FL 32746 raros Engineering Office 4461 Parkbreeze Ct Orlando, FL 32808 PROFESSIONAL LICENSURE EtII a ao� s : sw. zosrs •. * = Gam;`' i Digitally signed by JUSTO R JUSTOR RODRIGUEZ ROD RIG U EZ Date: 2021.10.01 12:05:42-04'00' 1 HEREBY CERTIFY THAT THESE PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY PROFESSIONAL KNOWLEDG THEY COMPLY WITH THE REQUIREMENT OF ALL APPLICABLE CODES AND ORDINANCES REVISIONS 11 BY DESCRIPTION DATE 019 018 017 016 015 sunshlne , 014 013 Call 811 or www.sunshine811.com two full 012 business days before digging to have utilities located and marked. 011 Check positive response codes before you dig! 010 PROJECT INFORMATION 009 'I DRAWING BY: DRAFTPROS LLC !I CHECK BY: DRAFTPROS LLC j ORIGINAL SUBMITTAL: APR 18, 2019 NODE NAME #: STREETLIGHT CRAN RTFL_PBC28-684 TRAFFIC SIGNAL POLE TITLE: SOD PLAN VIEW ASPHALT RESTORATION SCALE: PAGE: OF: 1" = 40' 03 21 CONCRETE RESTORATION NOTES: 1. This Index applies to Two -Lane, Two -Way and Multilane Roadways, including Medians of divided roadways, with work on the shoulder. 2. L = Taper Length X = Work Zone Sign Spacing B = Buffer Length See Index 102-600 for "L", "X", "B", and channelizing device spacing values. 3. For incidental work (e.g. mowing or litter removal), only the Road Work Ahead sign is required. 4. When four or more work vehicles enter the through traffic lanes in a one hour period (excluding establishing and terminating the work area), use a flagger or lane closure to accommodate work vehicle ingress and egress. 5. For work less than two feet from the traveled way and work zone speed is greater than 45 MPH, use a lane closure. 6. The "Speeding Fines Doubled When Workers Present'signs (MOT-13-06) and "End Road Work" Signs (G20-2) along with the associated work zone sign spacing distances may be omitted when the temporary condition is in place for 24 hours or less. 7. Temporary pavement markings may be omitted when the work zone is in place for 3 days or less. 8. If the work encroaches on a marked bicycle lane or ridable shoulder, close the lane or shoulder in accordance with the Plans. 9. Omit "Shoulder Closed" signs (W21-5a) along with associated work zone sign spacing distances for work on the median SYMBOLS: ® Work Area ■ Channelizing Device (See Index 102-600) D Work Zane Sign - -:.- Lane Identification and Direction of Traffic LAST DESCRIPTION. REVISION 71/01/20 w THIS ITEM HAS BEEN DIGITALLY SIGNED BY: JUSTO R. RODRIGUEZ, P.E. ON 10-01-2021. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. G20-2 (See Note 6) END ROAD WORK 6" White (See Note 7) �= ]a Min. —� 77Z- X X X ,%L B ROAD O wart WORK no Emu AHEAD WHEN W war CLOSED MOT-13-06 W20-1F (See Note 5) W21-5a MOT-13-06 (See Note 6) W20-IF 1P®111 IDO ROAD DOUSUM WHEN W0140tS WORK rREW AHEAD 1 x f N OCEAN BLVD (S.R.. A1A) 7_/ -- ----- /7-/-- X END ROAD WORK G20-2 (See Nate 6) TWO-LANE ROADWAY SHOULDER WORK LESS THAN 2' FROM THE TRAVELED WAY WITH WORK ZONE SPEED OF 45 MPH OR LESS W20-1 F G20-2 (See Note 6) ROAD END WORK AHEAD ROAD WORK X _ c ---�L--------1L�---------------L r---- N OCEAN BLVD _ (S.R. A1A) ---!lL_—_-----11L - --;M LlL--- ----1 `�--- X X x ROAD RIGHT WORK SHOULDER E N D AHEAD CLOSED ROAD WORK G20-2 W20-IF W21-5a (See Note 6) TWO-LANE ROADWAY SHOULDER WORK BETWEEN 2' AND 15' FROM THE TRAVELED WAY FDOT_ FY 2021-22 I TWO-LANE ANDMULTELANE, WORK ON SHOULDER ..r- STANDARD PLANS INDEX I SHEET 102-602 1 1 of 2 AT&T 3210 Lake Emma Road, Lake Mary, FL 32746 raftPr®s v Engineering Office 4461 Parkbreeze Ct Orlando, FL 32808 PROFESSIONAL LICENSURE 1``,�1t UR rrrrrrizi ���'�jcenrp�'•.,.• ram: No. 2676 - I! JUSTO R Digitally signed by JUSTO R RODRIGUEZ RODRIGUEZ Dal 300204001 I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY PROFESSIONAL KNOWLEDG THEY COMPLY WITH THE REQUIREMENT OF ALL APPLICABLE CODES AND ORDINANCES I REVISIONS I BY DESCRIPTION DATE Sunshine r Call 811 or www.sunshine811.com two full business days before digging to have utilities located and marked. Check positive response codes before you dig! I PROJECT INFORMATION I DRAWING BY: DRAFTPROS LLC ICHECKBY: DRAFTPROS LLC ORIGINAL SUBMITTAL: APR 18, 2019 CRAN_RTFL_PBC28_684 TITLE: TRAFFIC CONTROL PLAN SCALE: PAGE: OF: NTS 04 21 NOTES: 1, L=Taper Length B=Buffer Length X=Work Zone Sign Distance See Index 102-600 for "L" "B" "X", channelizing device spacing values" 2" Provide a 5' wide temporary pedestrian way with a maximum cross -slope of 0.02, except where space restrictions warrant a minimum width of 4" Provide a 5' x 5' passing space for temporary pedestrian ways less than 9 in width at intervals not to exceed 200'. 3, When temporary pedestrian ways require curb ramps, meet the requirements of Index 522-002. Detectable warnings are not required for curb ramps diverting pedestrian traffic into a closed lane. 4. The "Speeding Fines Doubled When Workers Present" signs (MOT-13-06) and "End Road Work" signs (G20-2), along with associated work zone sign distances, may be omitted when the work zone will be in place for 24 hours or less. SYMBOLS: ® Work Area Temporary Pedestrian Way ■ Channelizing Device (See Index 102-000) D Work Zone Sign Lane Identification and Direction of Traffic .-. Pedestrian Longitudinal Channelizing Device (LCD) Arrow Board © Crash Cushion ry �i h LAST Z DESCRIPTI REVISION 11101120 a THIS ITEM HAS BEEN DIGITALLY SIGNED BY: JUSTO R. RODRIGUEZ, P.E. ON 10-01-2021. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. N OCEAN BLVD_ (S.R. AtA) --————— ——-- - -- --- ------ ------- ---- �� -.—._ — — — — — _ — — — — Existfr Sidewalk W20-I F TEMPORARY PEDESTRIAN WAY G20-2 (See Note 4) END ROAD WORK 6" White Temporary Barrier X X I` X X L B - X ---- ------ ✓-- — — — — — — — — ----———————--------------------- N OCEAN BLVD -----'—'------ -- --- -- - --- (S.R. Al A) - — — — -- — — — — — - - — - -- -- Existing Sidewalk ROAD SPEEDING RNES RIGHT LAB • O O • 0 0 0 0 0 WORK n CLOSEDi • O • • • • O AHEAD WHEN VMwolR�s AHEAD o 0 0 0 0 N PRE�ryT • O O MOT-13-06 Arrow Board Mode: WZO-IF (See Note 4) W20-5 W4-2 Merge TEMPORARY PEDESTRIAN WAY DIVERTING TRAFFIC INTO THE TRAVELED WAY (Temporary Barrier Shown, Low Profile Barrier Similar) FY 2021-22 F�� STANDARD PLANS SIDEWALK CLOSURE INDEX SHEET 102-660 2 of 2 AT&T 3210 Lake Emma Road, Lake Mary, FL 32746 draft ro s Engineering Office 4461 Parkbreeze Ct Orlando, FL 32808 PROFESSIONAL LICENSURE ``�`�iiltRrlrrrrriO �f. Ci rrrrt�lALt1��� '; i JUSTO R Digitally signed by JUSTO R RODRIGUEZ O D R I G U EZ Date: 2021.10.01 12:08:13 -04 00 I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY PROFESSIONAL KNOWLEDG THEY COMPLY WITH THE REQUIREMENT OF ALL APPLICABLE CODES AND ORDINANCES REVISIONS BY DESCRIPTION DATE 1 Sunshine Call 811 or www.sunshine811.com two full business days before digging to have utilities located and marked. Check positive response codes before you dig! PROJECT INFORMATION 1 DRAWING BY: DRAFTPROS LLC CHECK BY: DRAFTPROS LLC ORIGINAL SUBMITTAL: APR 18, 2019 NODE NAME #: CRAN_RTFL_PBC28 684 TITLE: TRAFFIC CONTROL PLAN SCALE: PAGE: OF: NTS 05 21 it) NEW "NEW CINGULAR WIRELESS PCS" POLE FROM EAST LOOKING WEST SCALE 1/8" = 1'-0" 11"xi7" PRINT IS THE FULL SCALE FORMAT. ANY SIZE OTHER THAN THAT IS AT REDUCED SCALE. TOP VIEW @ ELEVATION 38'- 1" ANTENNA W SI N E POLE KATHREIN 20-PORT OMNI ANTENNA MODEL 84010604 24.6"(H) x 16.6" (0) - 48 Ibs UNIVERSAL BRACKET 900008-F (35.821bs) 900192-F (10.221bs) BOTTOM VIEW (cil ELEVATION 15-0" DUAL BAND w RADIO SHROUD S N Pole (2) - DUAL BAND RADIO SHROUD 28.0"(H )x 14.6"(W )x14.0"(D), 60.0 Ibs ea, (4) - ERICSSON RRUS-4478 RADIO UNIT (4) - ERICSSON RRUS-8843 RADIO UNIT BOTTOM VIEW (aD ELEVATION 6'-0" POWER POLE METER W S N E BOTTOM VIEW @ ELEVATION 4'-4" POLE W S N E POWER PANEL NOTICE 01 RF energy emitted by this antenna may exceed the FCC's exposure limits for the general population. r' N Stay at least Li_I feet away from the antenna. Call AT&T at 800-638-2822, option 9 then 3, for help if you need access within 3 feet STONEHOUSE R0999 THIS ITEM HAS BEEN DIGITALLY SIGNED BY: JUSTO R. RODRIGUEZ, P.E. ON 10-01-2021. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. AT&T operates antennas at this structure Above this point you are entering an area where radio frequency (RF) fields may exceed the FCC General Population Exposure limits. Follow safety guidelines for working in an RF environment. Keep ft. away from the fronts of antennas. Contact AT&T at 800-638-2822, opt. 9, 3 and follow their instructions prior to performing any maintenance or repairs above this point. This is AT&T Site USID a DISCONNECT AC & DC POWER BOTH BEFORE WORKING ON POLE Contact AT&T at 800-638-2822. opt. 9, 3 and follow their instructions prior to performing any maintenance or repairs above this point. Cell Site USID STONEIgUlE ADCB A CAUTION A AT&T operates antennas at this structure. Above this point you are entering an area where radio frequency (RF) fields may exceed the FCC General Occupational Exposure limits. Follow safety guidelines for working in an RF environment. Keep 1-, ft. away from the fronts of antennas. Contact AT&T at 800-638-2822, opt. 9, 3 and follow their instructions prior to performing any maintenance or repairs above this point. Cell Site USID AT&T I z1- 3210 Lake Emma Road, Lake Mary, FL 32746 draftPxos Engineering Office 4461 Parkbreeze Ct Orlando, FL 32808 1 PROFESSIONAL LICENSURE 1 `,pit ur,c ' JUSTO R Digitally signed by JUSTO R RODRIGUEZ RODRIGUEZ 2 112.0834-0400'1 I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY PROFESSIONAL KNOWLEDG THEY COMPLY WITH THE REQUIREMENT OF ALL APPLICABLE CODES AND ORDINANCES REVISIONS I 1 BY I DESCRIPTION I DATE 1 Sunshine Call 811 or www.sunshine811.com two full business days before digging to have utilities located and marked. Check positive response codes before you dig! PROJECT INFORMATION DRAWING BY: DRAFTPROS LLC DRAFTPROS LLC ORIGINAL SUBMITTAL: APR 18, 2019 NODE NAME#: CRAN RTFL PBC28 684 NEW EQUIPMENT ELEVATION SCALE: PAGE: OR 3/16' = 1'-0" 06 21 1202' NU I JHUVVN -UK ULAKI I T) 10' o DO NOT PLUG TOP VOID HAS TO BE A MINIMUM OF 4' SHEATHE �4) FOR 11'-6 STRAND AT TOP NOTE: THIS POLE SHALL MEET OR EXCEED REQUIREMENTS SET FORTH BY F.D.O.T. SPECIFICATIONS �— — o NOTE: POLE MUST BE PICKED UP AND STORED AT TWO POINTS, APPROX. 10' 0" FROM TOP AND 7' 0" FROM BUTT. CAUTION: LIFTING THIS POLE WITH A SINGLE POINT PICK-UP WILL RESULT IN DAMAGE TO THE POLE. VIEW AT TOP N.T.S. BALANCE AT 6' PITCH REINFORCING THIS ITEM HAS BEEN DIGITALLY SIGNED BY: JUSTO R. RODRIGUEZ, P.E. ON 10-01-2021. N.T.S. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. 45'-0' 10'-T g._g. 5'_7. 4�_O. c� z Q � 4'-6' 0 (1)3"X5" CONDUIT (2)3"X5" CONDUIT (2)3"X5" CONDUIT ENTRY HOLE ENTRY HOLE ENTRY HOLE TAPER .162- PER FT. ® 180 DEGREES @ 180 DEGREES ❑ ❑ 24' #2 TIN PLATED (VARIES) FINAL GRADE LOCATION GROUND HARE POLE ELEVATION N.T.S. (8) V2.0 270K 'LO-LAX' STRAND AT 28,000# EACH L #5 GUAGE SPIRAL (4) V2'0 270K 'LO-LAX' — UNSTRESSED STIR. X CONT. SECT AT 6'-0" FROM BUTT N.T.S. WEIGHT 5,500 LBS MATERIALS SPECIFICATION A) F'C = 6,000 PSI (DAYS) B) F'CI = 3,500 PSI (RELEASE) C) FS = 250 KSI OR 270 KSI FOR PRESTRESSING STRANDS COMPLYING WITH ASTM A416 z a 4 0 w W Z n D) FY = 60 KSI FOR STIRRUPS AND REINFORCING BARS PER Z a = C5 oo�zoo J a a ASTM A615 DRAWN. CHK'D. i6 �r56' APPR. DATE VIEW AT BUTT N.T.S. STRUCTURAL PRESTRESSED CONCRETE POLE ELEVATION DETAIL SCALE = NTS �yri i AT&T 3210 Lake Emma Road, Lake Mary, FL 32746 draftPros ❑ Engineering Office 4461 Parkbreeze Ct Orlando, FL 32808 PROFESSIONAL LICENSURE q�ttlt 11f1 it\\\� JUSTO R Digitally signed by JUSTO R RODRIGUEZ RODRIGUEZ Date:202o4T1 1 HEREBY CERTIFY THAT THESE PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY PROFESSIONAL KNOWLEDG THEY COMPLY WITH THE REQUIREMENT OF ALL APPLICABLE CODES AND ORDINANCES REVISIONS BY DESCRIPTION DATE Sunshine � , i Call 811 or www.sunshine811.com two full business days before digging to have utilities located and marked. Check positive response codes before you dig! PROJECT INFORMATION DRAWING BY: DRAFTPROS LLC CHECK BY: DRAFTPROS LLC ORIGINAL SUBMITTAL: APR 18, 2019 NODE NAME #: CRAN_RTFL_PBC28_684 TITLE: NEW POLE ELEVATION SCALE: PAGE: OF: NTS 07 21 CURRENT VIEW -From North looking South SCALE = NTS I_ POLE LOCATION MEETS OR EXCEEDS ADA COMPLIANCE STANDARDS THIS ITEM HAS BEEN DIGITALLY SIGNED BY: JUSTO R. RODRIGUEZ, P.E. ON 10-01-2021. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. PROPOSED VIEW -From North looking South SCALE = NTS AT&T 3210 Lake Emma Road, Lake Mary, FL 32746 draftPros v Engineering Office 4461 Parkbreeze Ct Orlando, FL 32808 PROFESSION AL LICENSURE JUSTO R Digitally signed by JUSTO R RODRIGUE RODRIGUEZ Date: 2021.10.01 Z 12:09:20-04'00' 1 HEREBY CERTIFY THAT THESE PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY PROFESSIONAL KNOWLEDG THEY COMPLY WITH THE REQUIREMENT OF ALL APPLICABLE CODES AND ORDINANCES REVISIONS BY DESCRIPTION DATE Sunshine Call 811 or www.sunshine811.com two full business days before digging to have utilities located and marked. Check positive response codes before you dig! PROJECT INFORMATION DRAWING BY: DRAFTPROS LLC CHECK BY: DRAFTPROS LLC ORIGINAL SUBMITTAL: APR 18, 2019 NODE NAME#: CRAN_RTFL_PBC28_684 TITLE: PHOTO SIM SCALE: PAGE: OF: NTS 08 21 POLE LOCATION MEETS OR EXCEEDS ADA COMPLIANCE STANDARDS ANTEt` 16"x16"x24.6" = STRUCTURE RE WILL AND COLOR WILL MANUAL STA DUAL RADIO SI METER S POWER CURRENT VIEW -From South looking North SCALE = NTS THIS ITEM HAS BEEN DIGITALLY SIGNED BY: JUSTO R. RODRIGUEZ, P.E. ON 10-01-2021. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. PROPOSED VIEW -From South looking North SCALE = NTS ` Mo AT &T 3210 Lake Emma Road, Lake Mary, FL 32746 draftPros ❑ Engineering Office 4461 Parkbreeze Ct Orlando, FL 32808 PROFESSIONAL LICENSURE .�`,ta R• ROgq 61 ��/IININ I; JUSTO R Digitally signed by JUSTO R RODRIGUEZ RODRIGUEZ 120943�04001 I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY PROFESSIONAL KNOWLEDG THEY COMPLY WITH THE REQUIREMENT OF ALL APPLICABLE CODES AND ORDINANCES REVISIONS BY DESCRIPTION DATE sonshInei& Call 811 or www.sunshine811.com two full business days before digging to have utilities located and marked. Check positive response codes before you dig! PROJECT INFORMATION 'I DRAWING BY: DRAFTPROS LLC CHECK BY: DRAFTPROS LLC ORIGINAL SUBMITTAL: APR 18, 2019 NODE NAME#: CRAN RTFL PBC28 684 TITLE: PHOTO SIM SCALE: PAGE: OF: NTS 09 21 CURRENT VIEW -From West looking East SCALE = NTS THIS ITEM HAS BEEN DIGITALLY SIGNED BY: JUSTO R. RODRIGUEZ, P.E. POLE LOCATION MEETS OR EXCEEDS ADA ON 10-01-2021. COMPLIANCE STANDARDS PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. PROPOSED VIEW -From West looking East SCALE = NTS AT&T 3210 Lake Emma Road, Lake Mary, FL 32746 draftr®s 10 Engineering Office 4461 Parkbreeze Ct Odando, FL 32808 PROFESSIONAL LICENSURE I `%%%011 rRll rrrrrri r s~ 1••'�M�!'•• ' - No.20675 I: Digitally signed by JUSTO R JUSTO R RODRIGUEZ RODRIGUEZ Date:2021.10.01 12:10:07-04'00' 1 HEREBY CERTIFY THAT THESE PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY PROFESSIONAL KNOWLEDG THEY COMPLY WITH THE REQUIREMENT OF ALL APPLICABLE CODES AND ORDINANCES 1 REVISIONS 1 BY DESCRIPTION I DATE 1 sunshine Call 811 or www.sunshine811.com two full business days before digging to have utilities located and marked. Check positive response codes before you dig! I PROJECT INFORMATION DRAWING BY: --� DRAFTPROS LLC CHECK BY DRAFTPROS LLC ORIGINAL SUBMITTAL: APR 18, 2019 NODE NAME #: CRAN_RTFL_PBC28_684 TITLE: PHOTO SIM SCALE: PAGE: OF: NTS =0 21 THIS ITEM HAS BEEN DIGITALLY SIGNED BY: JUSTO R. RODRIGUEZ, P.E. I POLE LOCATION MEETS OR EXCEEDS ADA I ON 10-01-2021. COMPLIANCE STANDARDS PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. CURRENT VIEW -From Northwest looking Southeast SCALE = NTS PROPOSED VIEW -From Northwest looking Southeast SCALE = NTS �....r AT&T 3210 Lake Emma Road, Lake Mary, FL 32746 draftPros Engineering Office 4461 Parkbreeze Ct Orlando, FL 32808 PROFESSIONAL LICENSURE OjlnH Ft ltrrtpr Digitally signed by JUSTO R JUSTO R RODRIGUEZ RODRIGUEZ °z is 202o40. 1 I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY PROFESSIONAL KNOWLEDG THEY COMPLY WITH THE REQUIREMENT OF ALL APPLICABLE CODES AND ORDINANCES REVISIONS BY DESCRIPTION DATE Sunshine Call 811 or www.sunshine811.com two full business days before digging to have utilities located and marked. Check positive response codes before you dig! PROJECT INFORMATION � DRAWING BY: DRAFTPROS LLC DRAFTPROS LLC ORIGINAL SUBMITTAL: APR 18, 2019 NODE NAME #: CRAN RTFL PBC28 684 TITLE: PHOTO SIM SCALE: PAGE: OF: NTS 11 21 THIS ITEM HAS BEEN DIGITALLY SIGNED BY: JUSTO R. RODRIGUEZ, P.E. ON 10-01-2021. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. DUAL BAND RADIO SHROUD DUAL BAND RADIO SHROUD FEATURE DESCRIPTION • Front View The DUAL BAND RADIO SHROUD conceals Ericsson Dual Band Radio. TECHNICAL SPECIFICATION__=' = sL= _. r��^ COMPLIANCE Telcordia GR-487-CORE: Earthquake Test Environmental Induced Vibration Pole Mounting 14.6 MECHANICAL Width x Depth x Height: 14.6" x 14' x 28" • Side View Weight: 60 lbs. (enclosure only) Internal Volume: 3.2 cu. ft. MOUNTING =—•++�-- Pole Mount: BandingfThru Bolt__ _ FINISH =A-=z_ 12.0 _ _ 28.000 =_ — Powder Coat— _—ry GROUNDING Isolated 8 position %-in stud, 5/8 ctr- ctr, copper ground bar -- 14.0 EQUIPMENT CONFIGURATION 1x Dual Band 4449 + 2x PSU AC 08 221 02-NPNxxx xx Rev PA1 2018-08-23 �f) Ericsson AB 2018 2 3) 221 02-NPNxxx xx Rev PA1 2018-08-23 Z:; Ericsson AB 2018 3 (3) Commercial in confidence Commercial in confidence DUAL BAND RADIO SHROUD DETAIL SCALE = NTS AT&T 3210 Lake Emma Road, Lake Mary, FL 32746 draftPros v Engineering Office 4461 Porkbree- Ct Orlando, FL 32808 PROFESSIONAL LICENSURE U STO R Digitally signed by 7 JUSTO R RODRIGUEZ IODRIGUEZ 1121556— 1 0400' I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY PROFESSIONAL KNOWLEDG THEY COMPLY WITH THE REQUIREMENT OF ALL APPLICABLE CODES AND ORDINANCES REVISIONS BY DESCRIPTION DATE Sunshine r i Call 811 or www.sunshine811.com two full business days before digging to have utilities located and marked. Check positive response codes before you dig! PROJECT INFORMATION )RAWING BY: DRAFTPROS LLC CHECK BY: DRAFTPROS LLC ORIGINAL SUBMITTAL: APR 18, 2019 NODE NAME #: CRAN_RTFL_PBC28_684 TITLE: DUAL BAND RADIO SHROUD SCALE: PAGE: OF: NTS 12 21 20-Port Omni Antenna Frequency Range Dual Polarization HPBW Fixed Electr. DT 696-894 1695-2690 1695-2690 34Q0-4200 5150-5925 0 0 0 0 360° 360° 36Q° 360° 360° 20-Port 698-894/1695-2690/1695-2690/3400-4200/5150-5925 360/360/360/360/360 3.5/9.0/9.0/6.8/5 0/4/6/5/4 Type No. 84010603 84010604 Radome color Brown Gres - Specifications M.owmillilliew "! I jimepl "011iel Frequency range MHz 698-894 698-894 698-806 824-894 698-806 824-894 Polarization +45, -45 +45, -45 +45, -45 +45, -45 Gain c0i 2x 3.5 2x 3.7 2x 3.8 2x 3.8 Horizontal Pattern: Half -power beamwidth 360 (with 10 dB nulls, typical) 360 (with 10 dB nulls, typical) Vertical pattern: Half -power beamwidth 68 63 68 1 60 Bectrical tilt 0, fired 0, flared 0, %red 0, fixed Impedance a 50 VSW R < 1 5 Isolation Intrasystem Intersystem dB > 23, typ 27 > 28 (R1 //Y1, Y2, Y3, Y4, Y5) >28(R2/IY1,Y2,Y3,Y4.Y5) >20(R2/IR1) > 23. typ. 27 > 28 (R1 //Y1, Y2, Y3, Y4, Y5) >28(R2UY1,Y2,Y3,Y4,Y5) >20(R2//R1) In termodulatioEl dBc < -153 (2 x 43 dBm carrier) Max. power per input I W 1 125 (at 50°C ambient temperature) Values based on NGMN-P-BASTA(version 9.6) requirements. All specifications are subject to change without notice. The latest specifications are available at www.kathreinusacom KIITHHEIII Preliminary 8401os03,84a1os04 2018-Rz.O Kathrein USA Greenway, Plaza II, 2400 Lakeside Blvd,. Sute 650, Richardson TX 75082 Page 1 of 6 Phone.214.238.8800 Fax 214.238.8801 Email: info@kathr6n.com THIS ITEM HAS BEEN DIGITALLY SIGNED BY: JUSTO R. RODRIGUEZ, P.E. ON 10-01-2021. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. Accessories KATHRE111 General Information 84010603/84010604 Antenna area Reflector screen: Aluminum Radiator: Tin plated zinc. Cylindrical fiberglass radome: The max. radome diameter is 407mm (16"). Fiberglass material guarantees optimum performance with regards to stability, stiffness, UV resistance and painting. Radome color 84010603: Brown. Radome color 84010604: Grey. Mounting: Designed to be mounted on top of a utility pole using a custom mounting bracket supplied by the customer. ANTENNA DETAIL SCALE = NTS 13.9"(353 mm) T eD w o � Q N N i 0 16" (407 mm) All dimensions in inches (mm) V-14 threaded rod 0.79" (20mm) max Flat washer Split ring lock washer 1"-14 hex nut (requires a 1-112' wrench) lot qua setting: 90lbf-ft (122 Nm) 1041101111111, AT&T 3210 Lake Emma Road, Lake Mary, FL 32746 draftPros Engineering Office 4461 Parkbreeze Ct Orlando, FL 32808 PROFESSIONAL LICENSURE rulrrrr ' signed by J U STO R DUgSTOIR RODRIGUEZ RODRIGUEZD �402o4001 I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY PROFESSIONAL KNOWLEDG THEY COMPLY WITH THE REQUIREMENT OF ALL APPLICABLE CODES AND ORDINANCES I REVISIONS ' BY DESCRIPTION DATE a. � wr CConsulmaximum antenna signal strength to per band direction of gu nshlne is h, maximum si al stren ih per band Reference point 'A corresponds to 0° 1 (c s = Avoid obstructing any drain holes / O1 j Call 811 or www.sunshine811.com two full business days before digging to have utilities located and marked. i Check positive response codes before you dig! All specifications are subject to change without notice. 84010603, 84010604 2018-R2.0 The latest specifications are available at www.kathreinusa.com Kathrein USA Greenway Plaza II, 2400 Lakeside Blvd., Suite 650, Richardson TX 75082 Page 6 of 6 Phone: 214.238.8800 Fax: 214.238.8801 Email: infogkathrein.com PROJECT INFORMATION DRAWING BY: DRAFTPROS LLC CHECK BY: DRAFTPROS LLC ORIGINAL SUBMITTAL: APR 18, 2019 NODE NAME #: CRAN RTFL_PBC28_684 TITLE: ANTENNA DETAIL SCALE: PAGE: OF: NTS 13 21 7 b 5 4 3 2 1 MECHANICAL OUTLINE THIS ITEM HAS BEEN DIGITALLY SIGNED BY: JUSTO R. RODRIGUEZ, ON 10-01-2021. ` PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED r/o O\ /� SIGNED AND SEALED AND THE SIGNATURE MUST BE o o P.E. " o o`, j'a ©� VERIFIED ON ANY ELECTRONIC COPIES. 0 ! D { 2X 12.76) � \, { 2X 12.76) \, O O (2X 10.78) `l, { 2X 10.78) r� �l 0� d 0 - I (19.75) (19.75) B B 0 (13.75) L 0 U 1 D (11.50) D D PART NUMBER COLOR 1J lJ I 900008-1 BLACK 0 Li 900008-2 BROWN - 900008-3 GRAY 900008-4 SILVER POLE TITLE (BY OTHERS) �/l DO NOT WIDE DIAMETER ConceaiFab' SCALE DWG POLE TOP MOUNT, A S// CotAce�rtion LEGS A 1D205 FED ERALDRNE DIMENSIONS ARE IN INCHES SCALE: SHEET SEE: SHEET: ARRANGEMENT FITS POLES C, 719-9 3401DFGS, C090DD6 PH: 7 400 F% SALES@CO N CEALFA B.0 OM ESeC FAB.7-1 C M NAME: DATE 1:5 B 1 O F 2 0 5 3/8 TO 0 7-1/4" PROPRIETARY INFORMATION MODELED BY: APPROXIMATE ARRANGEMENT FITS POLES USE REPRODUCTION, OR DISCLOSURE ALB Ol/11/19 IS SU6JECT TO RESTRICTIONS SET FORTH PRAWN BY: ALB O1 /11 /19 35.80LBS �J7-1/4"TO 014-1J8" 900008-F PEXTINE14TCOMRARC7TUALDOCUEN78 WEIGHT®2017ConoeolsabCorp -All Rgh1sResen.ed CHECKED BY JAM 01/18/19 8 7 I o 5 4 3 2 1 900008-F - POLE TOP MOUNT SCALE = NTS AT&T 3210 Lake Emma Road, Lake Mary, FL 32746 draftPros Engineering Office 4461 Parkbreeze Ct Orlando, FL 32808 PROFESSIONAL LICENSURE lRlurffr `! w : Na 2o67S '•.'k �fffffl111111\�• JUSTO R Digitally signed by JUSTO R RODRIGU RODRIGUEZ Date: 2021.10.01 EZ 12:22:51-04'00' 1 HEREBY CERTIFY THAT THESE PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY PROFESSIONAL KNOWLEDG THEY COMPLY WITH THE REQUIREMENT OF ALL APPLICABLE CODES AND ORDINANCES REVISIONS BY DESCRIPTION DATE Sunshine i Call 811 or www.sunshine811.com two full business days before digging to have utilities located and marked. Check positive response codes before you dig! PROJECT INFORMATION DRAWING BY: DRAFTPROS LLC DRAFTPROS LLC ORIGINAL SUBMITTAL: APR 18, 2019 NODE NAME #: CRAN_RTFL_PBC28 684 TITLE: BRACKET FOR ANTENNA-RRU'S SCALE: PAGE: OF: NTS 14 21 (Tj CUSTOMER ASSEMBLY GUIDE D �pVyl''✓ v�- �l ° J 8X TT� D 10 4X T _ - c 4X 2 c a e � 013/16"CLEARANCES FOR 03/4� LAGfTNOTSUIPPLOILTSED) ® 00 tnn a B 1-1/4"SLOTS FOR ® 1 - D e 1"W IDE BAND ST RAPS Q (NOT SUPPLIED) ®®7 o I POL (BY OTHERS) J ARRANGEMENT FRS POLES 45-3/8"TO 07-114" ITEM ARRANGEMENT FITS POLES NO. CITY. DESCRIPTION 07-114"TO 014-1/8" A I 1 WELD, WIDE DIAMETER MAST 2 4 WELD, LEG. ECCENTRIC POLETOP, SHORT 3 8 HHBT, 518"11 X 7' LG, 18$ SS NOTES: 4 8 W ASHER, SPLIT LOCK, 5/8", 18$ SS I. STAINLESS STEEL HARDW ARE TO HAVE ANTISEIZE LUBRICANT 5 4 ECCENTRIC WASHER PLATE APPLIED BEFORE ASSEMBLY.' 1`1 ConcealFali —/� 'rA WIDE DIAMETER POLETOP MOUNT, HD, 4 LEGS oxeEw�A,:ENN�N� 1:5 B 20F2 900008-F R�ROPRInARY MFORMATON p18 O7/11 /19 accFm Fr JAM Ol /18/19 900008-F - BRACKET FOR ANTENNA & RRU'S SCALE = NTS 8 7 5 5 - 3 1 1 �\\ HEX BOLT SPRING LOCK WASHER i----ANTENNA � MOUNTING fT*T� IHs�e 7/8"-9 FLAT WASHER LR-- STUD \ ; - � - SINGLE BOLT ADAPTER SINGLE BOLT ADAPTER .-,. o AMPHENOLAMENNA p MOUNTING STUDS "FLAT WASHER W®--318" FLAT WASHER 7/8" FLAT WASHER --I" SPRING LOCK WASHER -3/8"-16 NYLOCK NUT -7/8"-9 HEX NUT -1" HIX NUT AMPHENOL ARRANGEMENT _ �5116' FLAT WASHER _ _ NOTE: USE OF OEM COMPONENTS LOCATED IN BAG B HARDWARE PERMISSIBLE - 5/16"-18 NYLOCK NUT 5/16" FLAT WASHER 5/16`18 NYLOCK NUT COMMSCOPE/JMA ARRANGEMENT KATHREIN/CSS ARRANGEMENT (COMMSEIN ANTENNA SHOWN COPEANTENNA SHOWN) COMPONENTS LOCATED IN BAGS A)AND D COMPONENTS LOCATED IN BAGS A AND C IF, e1- UNIVERSAL ANTENNA INTERFACE �S/lb'`18HIX JAM NUT CUSTOMER ASSEMBLY GUIC CANTENNA SLEEVI oncealFati .' UNIVERSAL DMENSKJNS ARE IU NCHFS [. Esc[ .r. Rln AlB D]/23118 +u ry n.[ K. KAB D]/?5/18 B 1 7 6 1 S T A 1 3 1 ] 1 900192-F - ANTENNA SLEEVE UNIVERSAL SCALE = NTS CANTENNA SLEEV E TO 2' 0 NOM PIPE CONNECTION DETAIL D DI c c A A O.C, f SECTION A -A NOTES: 1. STAINLESS STEEL HARDWARE SHALL HAVE AMLCEIZE LUBRICANT APPLIED BEFORE ASSEMBLY. 3 1 APPROXIMATE WEIGHT (INCLUDES SLEEVE AND 10.22 LBS HARDWARE NOT SHOWN) m I 1 I PART NUMBER COLOR 9001 q2-1 BLACK 9M92-2 BROWN MECHANICAL OUTLINE `%lUl Y'-3 GRAY NOc ConcealFab ,u CANTHJNASLEEVE, AW!/ an�.oa UNIVERSAL D�..E,elowARER,Nr.M� T:2 B 1 OF3 tlE4lRIFIeRY INFORMeTION ALB O'/13/18 --= ALB D7zne 900192-F I yc��,..:e,mw :`KA8 077ni/8 900192-F -ANTENNA SLEEVE UNIVERSAL SCALE =NTS THIS ITEM HAS BEEN DIGITALLY SIGNED BY: JUSTO R. RODRIGUEZ, P.E. CZN 10-01-2021. PRINTED COPIES OF THIS DOCIUMENT ARE NOT CONSIDERED ' SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC � 7/8"-9 HEY HEAD BOLT '."_7/8"-9 SPRING LOCK WASHER ' ki��gp YYY iRl b (�T �j pl �-3/8"-16 HEX HEAD BOLT THREADED ANTENNA -7/8"OVERSIZE WASHER 3/8-SPRING LOCK WASHER -�F STUD EXTENDER SINGLE BOLT ADAPTER 1" FLAT WASHER - SINGLE BOLT ADAPTER � SINGLE BOLT ADAPTER --3/8" FENDER WASHER 6 —3/8"SPRING LOCK WASHER i 1"FLAT WASHER 7/8"FLAT WASHER -7/8" FLAT -16 HEX NUT - 1"SPRING LOCK WASHER �7/8"-9 HEXNUT 5/16" FLAT WASHER 1"$HEXNUT 5116" FLAT WASHER -5/ 16"-18 NYLOCK NUT 5116" FLAT WASHER 5/16"-18 NYLOCK NUTbb - 5/16"-16 NYLOCK NUT GAMMA NU 10 PORT ARRANGEMENT COMPONENTS LOCATED IN BAGS A AND E ACE ARRANGEMENT COMPONENTS LOCATED IN BAGS A AND C D c ConcealFab` CANTENNA SLEEVE. UNIVERSAL�/I A - CWFNSpNS AREN WCNES .i [� 7. - 1:6 aBL 30F3 rovmner [xraRw,Anox-.rlrr. ALB D]/23118 = AlB 07/23/18 �900192-F KA8 D]/25/18 e 7 1 A 5 4 3 2 1 900192-F - ANTENNA SLEEVE UNIVERSAL SCALE = NTS KATHREIN 20/24 PORT & GALTRONICS ARRANGEMENT COMPONENTS LOCATED IN BAGS A AND D i N�x' -CCI ANTENNA PIPE STUB �5/16"-18 JAM NUT I6Xj - 5/16"-18SQUARE HEADSET SCREW (6X), FOR SECURING ANTENNA PIPE STUB CCl/GAMMA NU 12 PORT ARRANGEMENT COMPONENTS LOCATED IN BAG F AT&T 3210 Lake Emma Road, Lake Mar­'jilik y, FL 32746 LdrakfftPros Engineering Office 4461 Parkbreeze Ct Orlando, FL 32608 PROFESSIONAL LICENSURE � * /IID.ID61S J ///�+J Ili-TT,Y {II7tO JUSTO R Digitally signed by JUSTO R RODRIGUEZ RODRIGUEZ Date:2o21.10.01 12:18:15-04'00' I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY PROFESSIONAL KNOWLEDG THEY COMPLY WITH THE REQUIREMENT OF ALL APPLICABLE CODES AND ORDINANCES REVISIONS BY DESCRIPTION DATE Sunshine o , Call 811 or www.sunshine811.com two full business days before digging to have utilities located and marked. Check positive response codes before you dig! PROJECT INFORMATION DRAWING BY: DRAFTPROS LLC CHECK BY: DRAFTPROS LLC ORIGINAL SUBMITTAL: APR 18, 2019 NODE NAME #: CRAN_RTFL PBC28_684 TITLE: BRACKET FOR ANTENNA-RRU'S SCALE: PAGE: OF: NTS 15 21 TECHNICAL SPECIFICATIONS > B5 - TX = 869 - 894 MHz - RX = 824 - 849 MHz > CPRI 2 ports x 2.5/4.9/9.8110.1 Gbps. Install 2 SFPs and connect 2 fiber pairs to the RRUS 4478 during initial install. > Only use Ericsson supplied and approved SFPs 2x SFP3 RDH 10247/25 for cellular A OR B block 2x SFP7 RDH 10265/25 for cellular AND B block Exception cases: 2xSFP7 RDH 102653 forCPRI Length 1.4 — 10km > 2xSFP7 RDH 10270FI & RDH 10270n for CPRI length > 101an > 2 external alarm inputs > Max wind load @ 50m/sec = 26ON > Breaker size = 25A, DC Power Consumption = 805W (for dimensioning) > 200mm horizontal separation required for side by side mounting > 200mm separation required from antenna backplane to radio > 400mmvertical outdoor/indoor separation required between 2 radios > 500mm vertical separation below antenna > Min, Max DC cable size from squid to radio = 10,8 AWG - Adapter is required for 2-wire connection - Shielded DC cable is required > Ground cable size = 2AWG > Dimensions (incl. handles, feet and sunshield, w/o fan unit) - Height: 18.1" (460 mm) - Width: 13.5" (342 mm) - Depth: 7.8" (199 mm) > Weight, excl. mounting hardware or fan unit = 56.1 Ibs (25.5 kg) ERICSSON RRU - 4478 DETAIL SCALE = NTS TECHNICAL SPECIFICATIONS B2, B66A - B2 TX =1930 - 1990 MHz, B66A TX =2110 - 2180 MHz - B2 RX = 1850 -1910 MHz B66A RX = 1710-1780 MHz CPRI 2 ports x 2.5/4.9/9.8/10.1 Gbps. Install 2 SFP7s and connect 2 fiber pair to the RRUS 8843 during initial install. 2111 CPRI is reserved for 5G NR deployment later. Do not connect SFP7 to DUL20. Only use Ericsson supplied and approved SFP7s RDH10265/25. - trrAA 2 SFP RDH 1025573 for CPRI length 14 km - 10 km - Ira A SFP7 (par)- RDH 102 7011 and RDH 102 70Q ibidirechonal SFP7 for CPRI length > 10 km 2 external alarm inputs Max wind load @ 50m/sec = 260 N Breaker size = 2x30A, DC Power Consumption = 1520 W (for dimensioning). Both power connections must be connected and operational for the radio to operate. 40 mm horizontal separation required between radios mounted side by side 200mm separation required from antenna backplane to radio 400mm vertical outdoorlindoor separation required between 2 radios 500mm vertical separation below antenna 200mm horizontal separation between radio and side edge of antenna Min. Max DC cable size from squid to radio = 10.8 AW G - Adapter is required for 2-wire connection - Shielded DC cable is required Ground cable size = 2AW G Dimensions (incl. handles, feet and sunshield, w/o fan unit) - Height: 14.9" (380 mm) - Width: 13.2' (335mm) - Depth: 10.9" (277 mm) Weight, excl. mounting hardware = 72 lbs (32.6 kg) THIS ITEM HAS BEEN DIGITALLY SIGNED BY: JUSTO R. RODRIGUEZ, P.E. ON 10-01-2021. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. X D ERICSSON RRU - 8843 DETAIL SCALE = NTS AT&T 3210 Lake Emma Road, Lake Mary, FL 32746 draftPros ❑ Engineering Office 4461 Parkbreeze Ct Odando, FL 32808 PROFESSIONAL LICENSURE I J ``+�� '4+IVAL �l•` ++rrinnl` 'I, USTO R Digitally 'signed by JUSTO R ODRIGUE RODRIGUEZ Date: 2021.10.01 12:22:12-04'00' 1 HEREBY CERTIFY THAT THESE PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY PROFESSIONAL KNOWLEDG THEY COMPLY WITH THE REQUIREMENT OF ALL APPLICABLE CODES AND ORDINANCES 1 REVISIONS 1 1 BY I DESCRIPTION j DATE 1 Sunshine Call 811 or www.sunshine811.com two full business days before digging to have utilities located and marked. Check positive response codes before you dig! I PROJECT INFORMATION I I DRAWING BY: DRAFTPROS LLC CHECK BY: DRAFTPROS LLC ORIGINAL SUBMITTAL APR 18, 2019 NODE NAME #: CRAN_RTFL_PBC28_684 TITLE: RRU'S DETAIL SCALE: PAGE: OF: NTS 16 21 THIS ITEM HAS BEEN DIGITALLY SIGNED BY: JUSTO R. RODRIGUEZ, P.E. ON 10-01-2021. 9 PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. a TYPE PT TYPE VS 1 TYPE GR TYPE TA TYPE VB TYPE )(A / lFl p Or-- 11 O } -- TYPE GL TYPE GT T i ]0 i} 13 Z TYPE HIS TYPE SS z 15 TYPE HA RISER DETAIL GROUNDING DETAILS SCALE = NTS SCALE = NTS ITEM QTY DESCRIPTION � AT&T 3210 Lake Emma Road, Lake Mary, FL 32746 draftPros 4�+ Engineering Office 4461 Parkbreeze Ct Odando, FL 32808 PROFESSIONAL LICENSURE JUSTO R Digitally signed by JUSTO R RODRIGUE RODRIGUEZ Z Date: 2021.10.01 12:18:45-04'00' 1 HEREBY CERTIFY THAT THESE PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY PROFESSIONAL KNOWLEDG THEY COMPLY WITH THE REQUIREMENT OF ALL APPLICABLE CODES AND ORDINANCES REVISIONS BY DESCRIPTION DATE Sunshine i Call 811 or www.sunshine811.com two full business days before digging to have utilities located and marked. Check positive response codes before you dig! PROJECT INFORMATION DRAWING BY: DRAFTPROS LLC DRAFTPROS LLC ORIGINAL SUBMITTAL: APR 18, 2019 NODE NAME #: CRAN_RTFL_PBC28_684 TITLE: RISER & GROUNDING DETAIL SCALE: PAGE: OF: NTS 17 21 GENERAL NOTES GENERAL NOTES GENERAL NOTES 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS 17. THE CONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE 35. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND SHALL APPLY: START OF CONSTRUCTION. INSPECTIONS REQUIRED FOR CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A GENERAL CONTRACTOR PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY. CONTRACTOR: (CONSTRUCTION) 18. GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL OWNER - AT&T TRADES AND CONTRACTORS TO THE SITE AND/OR BUILDING. 36. CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND AT&T 19. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE PROJECT SPECIFICATIONS. FOR THE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION. 37. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY 3. GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF 20. THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE THE ENGINEER OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR WITH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PROCEEDING WITH CONSTRUCTION. PROVISIONS. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING PREMISES AT ALL TIMES. 38. ALL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS AND HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, DIMENSIONS, AND RECOMMENDATIONS. CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO 21. THE GENERAL CONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO WITH A RATING OF NOT LESS THAN 2-A OT 2-A:10-B:C AND SHALL BE WITHIN 25 FEET THE ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION. ANTENNA MOUNTING 4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES. GENERAL 22. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES SHALL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER 39. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHALL CONFORM TO LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER. AUTHORITY REGARDING THE PERFORMANCE OF WORK. EXTREME CAUTION SHOULD BE USED BY THE CONTRACTOR WHEN EXCAVATING CURRENT ANSI/TIA-222 OR APPLICABLE LOCAL CODES. OR DRILLING PIERS AROUND OR NEAR UTILITIES. CONTRACTOR SHALL PROVIDE 5. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL INCLUDE BUT NOT BE 40. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE, C) ELECTRICAL SAFETY, ACCORDANCE WITH ASTM A123 "ZINC (HOT -DIP GALVANIZED) COATINGS ON IRON ORDINANCES, AND APPLICABLE REGULATIONS. AND D) TRENCHING & EXCAVATION. AND STEEL PRODUCTS", UNLESS NOTED OTHERWISE. 6. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, 23. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, 41. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN EQUIPMENT, APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED, ACCORDANCE WITH ASTM A153 "ZINC -COATING (HOT -DIP) ON IRON AND STEEL INSTALLATIONS AS INDICATED ON THE DRAWINGS. CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT HARDWARE", UNLESS NOTED OTHERWISE. INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE 7. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A RESPONSIBLE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER 42. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN DIAGRAMMATIC OUTLINE ONLY UNLESS OTHERWISE NOTED. DIMENSIONS SHOWN AND/OR LOCAL UTILITIES. ACCORDANCE WITH ASTM A780. ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL 24. THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT 43. ALL ANTENNA MOUNTS SHALL BE INSTALLED WITH LOCK NUTS, DOUBLE NUTS AND TO FIELD VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A SHALL BE TORQUED TO MANUFACTURER'S RECOMMENDATIONS. THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH 44. CONTRACTOR SHALL INSTALL ANTENNA PER MANUFACTURER'S RECOMMENDATION THE WORK. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS 25. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING FOR INSTALLATION AND GROUNDING. ! MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL 45. NOT USED. ENGINEER PRIOR TO PROCEEDING WITH WORK. JURISDICTION FOR EROSION AND SEDIMENT CONTROL. 46. PRIOR TO SETTING ANTENNA AZIMUTHS AND DOWNTILTS, ANTENNA CONTRACTOR 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN 26. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING. SHALL CHECK THE ANTENNA MOUNT FOR TIGHTNESS AND ENSURE THAT THEY ARE ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR PLUMB. ANTENNA AZIMUTHS SHALL BE SET FROM TRUE NORTH AND BE ORIENTED STATED OTHERWISE. EMBANKMENT. WITHIN +1- 5%AS DEFINED BY THE RFDS. ANTENNA DOWNTILTS SHALL BE WITHIN +/- 0.5%AS DEFINED BY THE RFDS. REFER TO ND-00246. 9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE 27. THE SUBGRADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND DRAWINGS, THE CONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION COMPACTED TO 95 PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT TORQUE REQUIREMENTS SPACE FOR APPROVAL BY THE ENGINEER PRIOR TO PROCEEDING. AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR DENSITY IN OPEN SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE BACKFILLED WITH 10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA, FLOWABLE FILL OR OTHER MATERIAL PRE -APPROVED BY THE LOCAL JURISDICTION. 47. ALL RF CONNECTIONS SHALL BE TIGHTENED BY A TORQUE WRENCH. ADJACENT AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. WORK SHALL CONFIRM TO ALL OSHA 28. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REFUSE 48. ALL RF CONNECTIONS, GROUNDING HARDWARE AND ANTENNA HARDWARE SHALL REQUIREMENTS AND THE LOCAL JURISDICTION. SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER. HAVE A TORQUE MARK INSTALLED IN A CONTINUOUS STRAIGHT LINE FROM BOTH SIDES OF THE CONNECTION. 11. GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK 29. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP ACTIVITIES WITH OTHER DISCIPLINES. DRAWINGS, AND OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION AND PRIOR TO PAYMENT. A. RF CONNECTION BOTH SIDES OF THE CONNECTOR. 12. ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT B. GROUNDING AND ANTENNA HARDWARE ON THE NUT SIDE STARTING FROM THE EXPERIENCED WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE 30. CONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS -BUILT REDLINES TO THE THREADS TO THE SOLID SURFACE. EXAMPLE OF SOLID SURFACE: GROUND BAR, BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID PLUMB AND TRUE AS GENERAL CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL ANTENNA BRACKET METAL. INDICATED ON THE DRAWINGS. PAYMENT. 13. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS 31. CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. 49. ALL 8M ANTENNA HARDWARE SHALL BE TIGHTENED TO 9 LB -FT (12 NM). APPROVED BY LOCAL JURISDICTION. CONTRACTOR SHALL KEEP AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DEBRIS. 32, STRUCTURE IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, 50. ALL 12M ANTENNA HARDWARE SHALL BE TIGHTENED TO 43 LB -FT (58 NM). APPROXIMATELY 2 TIMES PER MONTH, BY AT&T TECHNICIANS. 14. THE SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES. CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF 33. NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. 51. ALL GROUNDING HARDWARE SHALL BE TIGHTENED UNTIL THE LOCK WASHER ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO COLLAPSES AND THE GROUNDING HARDWARE IS NO LONGER LOOSE. BEGINNING CONSTRUCTION. 34. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST REVISION AT&T MOBILITY GROUNDING STANDARD 52. ALL DIN TYPE CONNECTIONS SHALL BE TIGHTENED TO 18-22 LB -FT (24.4 - 29.8 NM). 15, CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER "TECHNICAL SPECIFICATION FOR CONSTRUCTION OF GSM/GPRS WIRELESS SITES" 48 HOURS PRIOR TO COMMENCEMENT OF WORK. AND "TECHNICAL SPECIFICATION FOR FACILITY GROUNDING". IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICATION AND THE DRAWINGS, 53. ALL N TYPE CONNECTIONS SHALL BE TIGHTENED TO 15-20 LB -IN (1.7 - 2.3 NM). 16. THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, THE DRAWINGS SHALL GOVERN. THIS ITEM HAS BEEN DIGITALLY SIGNED BY: JUSTO R. RODRIGUEZ, P.E. CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE ON 10-01-2021. REPAIRED AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. `..� AT&T 3210 Lake Emma Road, Lake Mary, FL 32746 draftPros Engineering Office 4461 Parkbreeze Ct Odando, FL 32808 PROFESSIONAL LICENSURE I� JUSTO R Digitally signed by JUSTO R RODRIGUEZ RODRIGUEZ Date:2021.10.01 12:19:13-04'00' I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY PROFESSIONAL KNOWLEDG THEY COMPLY WITH THE REQUIREMENT OF ALL APPLICABLE CODES AND ORDINANCES REVISIONS BY I DESCRIPTION I DATE Sunshine Call 811 or www.sunshine811.com two full business days before digging to have utilities located and marked. Check positive response codes before you dig! PROJECT INFORMATION DRAWING BY: DRAFTPROS LLC CHECK BY: DRAFTPROS LLC ORIGINAL SUBMITTAL: APR 18, 2019 NODE NAME #: CRAN_RTFL_PBC28_684 TITLE: GENERAL NOTES SCALE: PAGE: OF: NTS 18 21 COAXIAL CABLE NOTES ROW CONSTRUCTION NOTES STANDALONE — 54. TYPES AND SIZES OF THE ANTENNA CABLE ARE BASED ON ESTIMATED LENGTHS. PRIOR TO ORDERING CABLE, CONTRACTOR 68. NO BOLT THREADS TO PROTRUDE MORE THAN 1-1/2" [.038M]. SHALL VERIFY ACTUAL LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY THE PROJECT MANAGER IF ACTUAL LENGTHS EXCEED ESTIMATED LENGTHS. 69. 90 SHORT SWEEPS UNDER ANTENNA ARM. ALL CABLES MUST ONLY TRANSITION ON THE INSIDE OR BOTTOM OF ARMS (NO CABLE 55. CONTRACTOR SHALL VERIFY THE DOWN -TILT OF EACH ANTENNA WITH A DIGITAL LEVEL. ON TOP OF ARMS). 56. CONTRACTOR SHALL CONFIRM COAX COLOR CODING PRIOR TO CONSTRUCTION. REFER TO "ANTENNA SYSTEM LABELING 70. USE 90 CONNECTOR AT CABLE CONNECTION TO ANTENNAS. STANDARD" ND-00027 LATEST VERSION. 57, ALL JUMPERS TO THE ANTENNAS SHALL BE 1/2" DIA. LDF AND SHALL NOT EXCEED 6-011. 71. PLACE GPS ON ARM WITH SOUTHERN SKY EXPOSURE AT MINIMUM 6' [1.83] FROM TRANSMIT ANTENNA, WHICH IS 24" [.61 M] AWAY FROM CENTER OF POLE. 58. ALL COAXIAL CABLE SHALL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE, IN AN APPROVED MANNER, AT DISTANCES NOT TO EXCEED 4'-0" OC. 72. USE 1/2" [.013M] CABLE ON ANTENNAS UNLESS OTHERWISE SPECIFIED. 59. CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S RECOMMENDATIONS REGARDING BOTH THE INSTALLATION AND GROUNDING OF ALL COAXIAL CABLES, CONNECTORS, ANTENNAS, AND ALL OTHER EQUIPMENT. 73. FILL VOID AROUND CABLES AT CONDUIT OPENING WITH FOAM SEALANT TO PREVENT WATER INTRUSION. 60. CONTRACTOR SHALL WEATHERPROOF ALL ANTENNA CONNECTORS WITH SELF AMALGAMATING TAPE. WEATHERPROOFING SHALL BE COMPLETED IN STRICT ACCORDANCE WITH AT&T STANDARDS. * DISCONNECT, METER, AND ANTENNA BOXES MUST BE INSTALLED IN ACCORDANCE WITH CONSTRUCTION STANDARD 103-235, "SUPPLY AND COMMUNICATION EQUIPMENT" * ANTENNAS SHALL BE INSTALLED ON TANGENT POLES ONLY. ANTENNAS SHALL NOT BE INSTALLED ON EQUIPMENT POLES. ALL POLES MUST BE BUCKET TRUCK ACCESSIBLE. THE MINIMUM SIZE OF ALL ANTENNA POLE WILL BE ANSI CLASS 3. THIS ITEM HAS BEEN DIGITALLY SIGNED BY: JUSTO R. RODRIGUEZ, P.E. ON 10-01-2021.PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE �-- - GENERAL CABLE &EQUIPMENT NOTES 61. CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY ANTENNA, TMAS, DIPLEXERS, AND COAX CONFIGURATION, MAKE AND MODELS VERIFIED ON ANY ELECTRONIC COPIES. PRIOR TO INSTALLATION. 62. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 63. CONTRACTOR SHALL REFERENCE THE STRUCTURAL ANALYSIS / DESIGN DRAWINGS FOR DIRECTIONS ON CABLE DISTRIBUTION / ROUTING. 64. ALL OUTDOOR RF CONNECTORS/CONNECTIONS SHALL BE WEATHERPROOFED, EXCEPT THE RET CONNECTORS, USING BUTYL TAPE AFTER INSTALLATION AND FINAL CONNECTIONS ARE MADE. BUTYL TAPE SHALL HAVE A MINIMUM OF ONE-HALF TAPE WIDTH OVERLAP ON EACH TURN AND EACH LAYER SHALL BE WRAPPED THREE TIMES. WEATHERPROOFING SHALL BE SMOOTH WITHOUT BUCKLING. BUTYL BLEEDING IS NOT ALLOWED. 65. IF REQUIRED TO PAINT ANTENNAS AND/OR COAX: A. TEMPERATURE SHALL BE ABOVE 50' F. B. PAINT COLOR MUST BE APPROVED BY BUILDING OWNER/LANDLORD. C. FOR REGULATED TOWERS, FAA/FCC APPROVED PAINT IS REQUIRED. D. DO NOT PAINT OVER COLOR CODING OR ON EQUIPMENT MODEL NUMBERS. 66. ALL PROPOSED GROUND BAR DOWNLEADS ARE TO BE TERMINATED TO THE EXISTING ADJACENT GROUND BAR DOWNLEADS A MINIMUM DISTANCE OF 4'-0" BELOW GROUND BAR. TERMINATIONS MAY BE EXOTHERMIC OR COMPRESSION. 67. ALL CONNECTIONS FOR HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATION & RECOMMENDATIONS. AT&T 3210 Lake Emma Road, Lake Mary, FL 32746 �.dra`ftPros ■ , Engineering Office r 4461 Parkbreeze Ct Orlando, FL 32808 PROFESSIONAL LICENSURE I s ..!... G Digitally signed by J U STO R GUSTO R RODRIGUEZ RODRIGUEZ Date:2021.10.01 12:20:15-04'00' I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY PROFESSIONAL KNOWLEDG THEY COMPLY WITH THE REQUIREMENT OF ALL APPLICABLE CODES AND ORDINANCES 1 REVISIONS 1 BY I DESCRIPTION I DATE sunshlne Call 811 or www.sunshine811.com two full business days before digging to have utilities located and marked. Check positive response codes before you dig! PROJECT INFORMATION DRAWING BY: DRAFTPROS LLC DRAFTPROS LLC ORIGINAL SUBMITTAL: APR 18, 2019 CRAN_RTFL_PBC28_684 TITLE: ROW CONSTRUCTION NOTES SCALE: PAGE: OF: NTS 19 21 THIS ITEM HAS BEEN DIGITALLY SIGNED BY: JUSTO R. RODRIGUEZ, P.E. ON 10-01-12021. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. Pole tD_C.R.AN T FL_PBC28_684_pply O-Calc@ Pro Analysis Report Tuesday, May 28, 2019 7.53 AM Pole Num: Aux Data 1 Aux Data 2 Aux Data 3 Aux Data 4 Aux Data 5 Aux Data 6 Latitude: CRAN_RTFL PBC28 684 Pale Length / Class: DELRAY BEACH Material: FL Setting Depth (ft): 1221 NORTH GIL Circumference (in): OCEAN BOULEVARD AT&T -- Unset - Unset - 451 H Cade: NESC Structure Type: Unguyed Tangent Concrete NESC Rule: Rule 250C Status Unguyed 5.92 Construction Grade- C Pale Strength Factor_ 1.00 48.20 Loading District: Special Transverse Wind LF: 0.75 26.477665 Deg Longitude: -- Ice Thickness (in): 0.00 Wire Teinisian LF_ 1.00 - Wind Speed (mph): 150.00 Vertical LF: 1.00 - Wind Pressure (psf): 57.60 Max 250C Wind (mph) 305.92 -80.056368 Deg Elevation: 19 Feet Pole Capacity Utilization I[%) Height Wind Angle (ft) (deg) Maximum 25.6 0.0 180-0 Groundline 25.6 0.0 180.0 Vertical 0.1 3.0 180.0 Pole Moments (ft-tb) Load Angle Wind Angie (deg) (deg) Max Cap Util 40,132 180.0 180.0 Groundline 40,132 180.0 180.0 GL Allowable 158,038 Groundline Load Summary - Reporting Angle Mode: Load - Reporting Angle: 180.0., Shear Applied Bending Applied Pole Bending Vertical Vertical Total Pale Load* Load Moment Moment Capacity Stress Load Stress Stress Capacity (lbs) (°/Q) (ft-lb) (°yoj (°fa) (+1- psi) (Ibs) (psi) (psi) N GenericEquipments 555 26.4 10,941 27.3 6.9 380 195 1 351 6.6 ConcretePoles 1,546 73.6 29,191 72.7 18.5 934 1,937 10 944 17.7 Pole Load 2;101 100.0 40,132 '100.0 25.4 1,284 2,132 12 1,295 24.2 Pale Reserve Capacity 117.906 74.6 4,065 4,054 75.8 Usaructu DESKTOP-HN175G6 OCP:5.03 IL `Includes Lead Factor(s) Page 1 of 2 Worst Wind Per Guy 'fiire 'Wind A1188- AT&T 3210 Lake Emma Road, Lake Mary, FL 32746 draftPros v Engineering Office 4461 Parkbreeze Ct Orlando, FL 32808 PROFESSIONAL LICENSURE toya 1R r .�' .. "'���f/ %ITO • If JUSTO R Digitally signed by JUSTO R RODRIGUEZ RODRIGUEZ Date: 2o21.10.01 12:20:47-04'00' I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY PROFESSIONAL KNOWLEDG THEY COMPLY WITH THE REQUIREMENT OF ALL APPLICABLE CODES AND ORDINANCES REVISIONS BY DESCRIPTION DATE Sunshine Call 811 or www.sunshine811.com two full business days before digging to have utilities located and marked. Check positive response codes before you dig! PROJECT INFORMATION DRAWING BY: DRAFTPROS LLC CHECK BY: DRAFTPROS LLC ORIGINAL SUBMITTAL: APR 18, 2019 CRAN_RTFL_PBC28_684 TITLE: STRUCTURAL ANALYSIS SCALE: PAGE: OF: NTS 20 22 THIS ITEM HAS BEEN DIGITALLY SIGNED BY: JUSTO R. RODRIGUEZ, P.E. ON 10-01-2021. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. Pole ID:CRAN RTFL PBC28 684.ppix O-Ca(C@) Pro Analysis Report Tuesday, M1ar28, 2019 7:53AM Lead Summary by Owner - Reporting Angle Mode: Load - Reporting Angle: 180.0° Shear Applied Bending Applied Pale Bending Vertical Vertical Total Pale Load" Load Moment Moment Capacity Stress Load Stress Stress Capacity (lbs) (%) (ft-lb) (014) (0/-) (+/- psi) (lbs) (psi) (psi) (0I4) AT&T 2,101 100-0 40.132 100-0 25.4 1.284 2-132 12 1.295 24.2 General Statement a 0.0 0 0-0 0.0 0 0 0 0 0.0 Totals: 2.101 100-0 40,132 100-0 25A 1,284 2,132 12 1.295 24.2 !I��ili�iitTi+l< • �� r • t - i GenericEquipment Owner Height (ft) Horiz offset (in) Offset Angle (deg) Rotate Angle (deg) Unit Weight (ibs) Unit Height (in) Unit Depth (in) Unit Diameter in) Unit Length offset Moment` (1t-lb) Wind Moment' (ft-lb) Moment at GI-7 ft4b Cylinder ANTENNA AT&T 3£-08 0-58 10 0-0 49-00 24-60 — 16.00 — 2 4.394 4.392 Box DUAL BAND RADIO AT&T 16-17 13-36 0.0 0.0 60 00 -18-GO 14-00 — 14-60 -67 2,589 2.522 SHROUD Box DUAL BAND RADIO AT&T 16-17 13.36 180.0 0-0 60.00 26.G0 14-00 — 14-60 67 2-588-9 2,656 SHROUD Box Power Meter AT&T 6.67 9.60 180.0 0-0 25.00 19-00 4.94 — 13.G8 20 636 656 Box MAIN DISCONNECT AT&T 4.67 10.29 180.0 0-0 0-83 10-13 6.00 — 6-15 1 112 113 Totals: 18 10,321 10,340 Motes Lute LL Author Description 4117120IE, I +3enera. Statement General Statertr-ant General Statement Non -AT&T facilities may not be accurately ident Pied pending attachment information from attaching party- User-ucfjo DESKTOP-HNf75G6 OCP:5.03 Includes Load Factor(s) Page 2 of 2 -Worst Aind Per GLr, Wire ! Wind At 180' `..� AT&T �./ 3210 Lake Emma Road, Lake Mary, FL 32746 draftPros v Engineering Office 4461 Parkbreeze Ct Orlando, FL 32808 PROFESSIONAL LICENSURE ,````O�Rr�rrurrrr� G No. 2DM c it L' Digitally signed b 9 Y g Y JUSTO R JUSTO R RODRIGUEZ RODRIGUEZ Date 16 040. 1 I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY PROFESSIONAL KNOWLEDG THEY COMPLY WITH THE REQUIREMENT OF ALL APPLICABLE CODES AND ORDINANCES I REVISIONS I BY DESCRIPTION DATE Sunshine Call 811 or www.sunshine811.com two full business days before digging to have utilities located and marked. Check positive response codes before you dig! PROJECT INFORMATION DRAWING BY: DRAFTPROS LLC CHECK BY: DRAFTPROS LLC ORIGINAL SUBMITTAL: APR 18, 2019 NODE NAME#: CRAN—RTFL PBC28-684 TITLE STRUCTURAL ANALYSIS SCALE: I PAGE: OR NTS 21 22