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PW-08-19-1814, 10050 NE 2nd AveMiami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Parcel Number 10050 NE 2ND AVE, Miami Shores, FL 33138 1132060131960 Contacts MIAMI SHORES VILLAGE Owner FPL Contractor MIAMI SHORES VILLAGE 10050 NE 2 AVE, MIAMI SHORES, FL 331382304 Business: 3054425680 Viviam.Pineda@fpl.com Other:3057511271 Description: INSTALL 762' 2-6" HDPE CONDUITS BY DIRECTIONAL BORE; INSTALL 1696' 1-6" HDPE CONDUITS BY DIRECTIONAL BORE; INSTALL 3 SPLICE BOXES; INSTALL 4 RISERS WITH 50' OF TRENCH JOB ADDRESS: NE 2 AVE BET 115ST & 111 ST ; N MIAMI AVE BET NE 110 ST & 115 ST; NW 114 ST BET NE 2 AV & NE 3 AVE Valuation: $ 0.00 Ins ection Re uests Total Sq Feet: 0.00_:: Fees Amount Payments Date Paid Amt Paid Total Fees Total: Amount Due: Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructio and zoning. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date November 22, 2019 Page 2 of 2 <Sophia.Crow@fpl.com>; Lopez, Samantha <Samantha.Lopez@fpl.com> Subject: WR# 8675791 VILLAGE OF MIAMI SHORED Importance: High Arlenis, The above mentioned permit expired 2/3/20. We need an extension for this permit. Can we extend this permit or would we need to reapply? Your help is greatly appreciated. Thank you, X ey1 PiW Ca4-VGqCL41 Contract Permit Office Coordinator Working on behalf of Florida Power & Light Lejeune/Flagler Office 305-442-5315 keylen.carvajal@fpl.com z O w a 0 NW 1261A St NE 116th St NE t 16dv At Nr 116th Sr m D Vivian A. Decker Aiumnl House z 3 A NE 115th st t NW ftSth S1 m NE i1So, St NE 1151h St 9 Barry university Garner Hall Monsignor William Barry Memorial Library T Barry University i1gt "' Ni 11'1 9 Andreas School or Business 11th St NE 11101 St Shepard & Ruth K. Broad Performing Arts Center M ELS Language Centers Miami Bank of America ATM Legend Existing Concrete Pole ■ Existing Concrete Pole Proposed Install Feeder Splice Box 40 Existing Wood Pole Fire Hydrant Proposed Directional Bore AS -BUILT COPY I AS -BUILT CREW PRINT Job CERTIFIED COMPLETED as shown on this AS -BUILT print. Material changes shown on ROS. All required ground rods have been driven & verified to be within FPL standards. Values are shown at all locations. NE 111 th St r- 'In 5 tj NE tIf1h S' NG. 11601St North Miami Auto Specialist NE 115th St NE 1 t 1. h-<,,,. Psa p1 23 Music Store 2 m n NE y NE t15th St ro P�4L" t5 _DAiAA ,� s_we INACCESSIBLE 0 13 KV FUTURE 23 KVV D I BY �,;� rr Lo OIL_I O "'O'%IPUANCE kl,,'! 11-1 FALLWR 8675791 BISCAYNE 801838 Cam-' �STORM SECURE HARDENING NE Au U 6 l2019 GENERAL NOTES: 13Y� • CALL SUNSHINE @ 1-800-432-4770 48 HRS BEFORE CONSTRUCTION BEGINS • THE PERMIT SHALL BE ON SITE AT ALL TIMES DURING CONSTRUCTION • RESTORE AREA WITHIN 30 DAYS OF CONSTRUCTION BEFORE REQUESTING THE FINAL INSPECTION • NOTIFY THE PERMIT COORDINATOR TO REQUEST FINAL N' INSPECTION WITH THE CITY OF MIAMI UPON COMPLETION BEFORE THE PERMIT EXPIRES MIAMI SHORES VILLAGE NOTES: • NOTIFY MIAMI SHORES 48 HRS BEFORE AND RIGHT AFTER CONSTRUCTION AT (305) 762-4949 American Disabilities Act � "' `M If pole placement location does not meet the minimum � single point distance of 32"t from edge of curb or back of sidewalk, contact your Production Lead, for further instructions. i r• M Easement? Tree Work? Trees Access? Yes I__I No LJ Yes ❑ No ❑ Yes ❑ No Survey/Stake? Designer/Stake? Tre e Sta ki n g Re q'd ? MapPosting? Yes ❑ No Trench Feet o aW CITY DR. DIST. DD BS ?? WMD RRXING Posted by: Telephone Request? CALL SUNSHINE #t811 48 HOURS BEFORE YOU DIG LOCAT= MARKINGS COLOR CODE ® ELECTRICWATER •t`l+�w GAS -AIL -STEAM SEWER TEA*, SURVEY MARIONGS CABLE TV F_w_H__1TE_1 PROPOSED EXCAVATION Yes ❑ No ❑ Yes ❑ No ❑ Yes ❑ No ❑ Work with SMO? Yes ❑ No ❑ CT/Special Mtr? Yes ❑ No ❑ 01 Duct Bank Feet Q' COUNTYAIR STATE RD. FAA COUNTY RD. TRANSM. OTH Yes ❑ No ❑ CAN Request? Yes ❑ No ❑ PHONE 305 442 5118 DESIGN EDBY Rod Ely Rodriguez DRAWN BY RR DATE 07/25/19 MAP NO. MAP# 0 Horiz. 20' 40' 60' 80' 0 Vert. 2' 4' 6' 8' I I I 1 I DWG NO. WR 23 KV SALTSPRAY OTHER ABBREVIATIONS: • DIST — DISTRIBUTION • TRANS —TRANSMISSION • FPL — FLORIDA POWER AND LIGHT • R/W — RIGHT OF WAY • CL —CENTERLINE • EOP — EDGE OF PAVEMENT • DRWY — DRIVEWAY • TYP —TYPICAL • PROP — PROPOSED • EXIST — EXISTING • PL —PROPERTY LINE • FF — FIELD FACE • SF — STREET FACE • SWK — SIDEWALK • RM — REMOVE • INST — INSTALL • LD — LEAD DISTANCE • PMTX — PADMOUNT TRANSFORMER • CG- CURVE AND GUTTER TWP: 52 RGE: Al SEC: as QTR: A# BISCAYNE UG BORE 801838 NE2ndAVE B/W 116thSTand NE111"ST N MIAMI AVE B/W NE 116' ST and 1151h ST NE 114th ST B/W NE 2nd AVE and NE 3rd AVE MIAMI SHORES /MIAMI / DADE 1of8 8675791 M/A ND INACCESSIBLE 1X 13 KV FUTURE 23 KV R 23 KV ❑ SALTSPRAY OTHER FIBER OPTICS FIBER OPTICS Z (14.53 z 1n ••• • N _ ROW 0 0 ---��' E` 00 SIDEWALK •�• LU ILU LL! Ili — — ---- — -- --v _ •• • �.••0•O C7 C7 w w SWALE EDP •••••• •• • (D C7 SWALE IT m a, a_QI< •••••• W W •• •••• •••• Z "i w a 43' �••••• •••••� --I -•.I•• Z Z 12" WATER MAIN �� NE 2° AVE — — — — — — o CL (`J • Z J J —.--- --- — •••••• •••• ••• V' C7 �_-_ — — — — — — 8" WATER MAIN • so • • • • = z 16" FM SEWER ,GAS ( I y • • • F- F- EOP • • • • Q Q• • s ......�� SWALE IDEWALK aZ •• • • • • -------------- Im — ROW • • • An 0000 I I� 7' .I n r LOC 14.53. INSTALL 10' x 4'-2" FEEDER SPLICE BOX. HORIZ SCALE: 1"=40' MOT 613 660 VERT SCALE: 1"=4' +6 +6 +5 j s +5 +4 i +4 +3 } t i t { +3 AS4UMIrD GIiOUNO LEVEL +2 i s t' +2 +1 y i j } i +1 a z z z 0 0 — — — 0 LD N 6; - 1 m j#10©'0 AI N'1 I" HDPE blREGTIOT AL• B: RE 0 1 -2 �. 2 " " ;l ;l I 3 _ —. • i z -4 -4 a _5 -5 J_ co m TWP: 52 RGE: Al SEC: _U QTR: AY AS -BUILT COPY AS -BUILT CREW PRINT Easement? Yes ❑ No ❑ survey/Stake? Yes ❑ No ❑ Work with SMO? Yes ❑ No ❑ JOBOWNER Andres Moscoso BISCAYNE UG BORE 801838 _ Tree Work? Yes ❑ No ❑ Designer/Stake? Yes ❑ No ❑ PHONE 305 442 5118 N E 2nd AVE B/W 115 th ST and NE 111" ST Initials Cert. Date Foreman'sS nature Date CT/Special Mtr? Yes ❑ No ❑ DESIGNEDBY Rodn Rodrl ueZ TreesAccess? Yes ❑ No ❑ Tree Staking Req'd? Yes ❑ No ❑ TH th Job CERTIFIED COMPLETED as shown on this AS -BUILT print. N MIAMI AVE B/W NE 110 ST and 115 ST Material changes shown onROS. Map Posting? Yes ❑ No ❑ Trench Feet 0' Duct Bank Feet 0' DRAWN BY RR NE 114th ST B W NE 2nd AVE and NE 3rd AVE DATE 07/25/19 / ~ d CITY I DR. DIST. COUNTYAIR STATE RD. FAA s" e v 2- MAP NO. MAP# MIAMI SHORES / DADE All r4 _.d ground rods have been driven & verified to be within DDEb ?? a WMD RRXING COUNTY RD. TRANSM. OTH 0 Horiz. 20' 40' 60' 80' DWG NO. 4 of 8 FPL standards. Values are shown at all locations. I L—' 11 I 0 Vert. 2' 4' 6' 8' Posted by: Telephone Request? Yes ❑ No ❑ CAN Request? Yes ❑ No ❑ Lf ll---1� I I I I I WR 8675791 M/A ND Foreman's S" nature Date MATCHING LINE PAGE 3 MATCHING LINE PAGE 4 I I I I l� 16" FM SE WER -�— 12" WATER MAIN I 1 -� FIBER OPTICS Iy� 8" WATER MAIN / GA5 1 a I I I II I NE 114'ST ~- -- — — --__.— 77— DRWY .9' S' LOC 14.52.OPEN ACCESS PIT. OPEN TRENCH WITH 35' 36" MIN COVER. INSTALL 1fi" 90 DEGREE BEND. ❑ INACCESSIBLE ® 13 KV ❑ FUTURE 23 KV ❑ 23 KV ❑ 5ALT5PRAY ❑ OTHER TI _—__—_— SWAIE o a o 253 a 3 +6 +5 .. �... .. i .. .. .... i .. 14 +2i...... [....... {. ...' . +1 0 0 i z O z r— MIN a 5 12" a a AS-BUILTCOPY AS -BUILT CREW PRINT s Job CERTIFIED COMPLETEDas shown this AS -BUILT print Material changes shown on ROB All rg:n ground rods have been dawn 8 verified to bewthin FPL standards. Valves are shown at a1I locetio MATCHING LINE PAGE 4 1W MATr"i Njr I INF PArr S Eas 17 Yes U NO U Survey/Stake7 Yes U No U Work.* SM07 Yes ❑ No ❑ 10a0W R Tree Work? Noe9g/Stake? Yes ❑� Dner Yes 0No0 PNONE Trees Accsss? Yes No� Tree Staking Fegtl? Yez CT/Special Mr? Yes �No� l////II� DESIGNED BY MaPPm[irg? Yes No ❑❑ Tr hFet 0' Wct Bank Feet D' DRAWN Y ORTE iQ CITY DR.dST CWNWNR STATE RD. FAA hMP NO. ?? g WMD RRXING CCUNWRD. TR W. OTH O Horiz. 20' 40' PoRetl by: TOph.. Re.-? Yes ❑ No CAW Rawest? Yes ❑ No ❑ 0 O Vert. 2' 4' SWALE ROW EOP CL EDP ROW LOC 25.INSTALL FEEDER RISER ON POLE. OPEN TRENCH WITH 36" MIN COVER. OPEN ACCESS PR. INSTALL 1-6" HDPE VIA DIRECTIONAL BORE AND PULL - 3 -1000 AL CONDUCTOR TO LOC 14.52 FOR A TOTAL OF 265' HORIZ SCALE: 1"=40' VERT SCALE: 1"=4' TWP: .12 RGE'. Al 5EC: 3/ UTR'. At BISCAYNE UG BORE 801838 NE 2n4 AVE B/W 215'" ST and NE Ile ST N MIAM I AVE B/W NE Ile ST and 115"' ST NE 114" ST B/W NE 2e4AVEand NE 3id AVE MIAMI SHORES / DADE DWG N0. 4 of 9 WR 8675791 WA ND FJ INACCESSIBLE 0 13 KV FUTURE23 KV 23 KV SALTSPRAY 1:1OTHER III I0,__JI I 6" FM SEWER 1 Ir ` GAS ----_------- —-- • -- -- —� I z SWALE •••••• Ln Idi• • • • �I _----------_ • • w w _ •• • •••••• 0 V' ROW--------- •Q SWALE W W 12"SEWER MAIN ••••• •• • a- V C7 SIDEWALK I • _— Ia.� • w V.l•• Q Q o — --- —_-- • z 0- n- EOP 4� _-------- • • • • _ W LU m NE2"d AVE _ — --- •••• •••• J rV •• z_ z_ ~—_ ---- •••••• •••• J --z S�f • o r — _ —---------- 16"FM SEWER • • 2' • zz CL _o ---_- 12"WATER MAIN --sue•..-- —• i w_ _— — — • cc — -- — — U _-- ----_--_-- •••••i 2 2 � F— SWALE _ — -- —_-- — _-- • • • Q Q EOP ----- —_------__--- •• • • •• / SIDEWALK _ _ • � 8" WATER MAIN ROW i FPL HORIZ SCALE: 1"=40' VERT SCALE: 1"=4' +6 +6 +5 +5 ASSUMED GROUND LEVEL +4 +4 +3 +3 z z +2 — z _ +2 + io = iv +1 1 m N' 3# 100( �AL IN 1- " HDPE D(REC-'ZONAL BORE' r, Q 0 0 0 — — - --. --- - - -- ---------- --- _ 1 1 — --- -- - -2 -2 -3 -3 z - _ -4 4 a -5 -5 -6 . .. -6 J_ m Q TWP: 52 RGE: M SEC: 36 QTR: JW AS -BUILT COPY AS -BUILT CREW PRINT Easement? Yes ❑ No ❑ survey/stake? Yes ❑ No ❑ Work with SMO? Yes ❑ No ❑ JOBOWNER Andres Moscoso BISCAYNE UG BORE 801838 Tree Work? Yes ❑ No ❑ Designer/Stake? Yes ❑ No ❑ PHONE 305 442 5118 N E 2"d AVE B/W 115 th ST and NE 111t1i ST Initials Cert.Date Foreman'sS"nature Date Trees Access? Yes ❑ No[:] Tree StakingReq'd? Yes ❑ No❑ CT/SpecialMtr? Yes ❑ No ❑ DESIGNED BY Rodn Rodriguez TH th Job CERTIFIED COMPLETEDas shown on this AS -BUILT print. N MIAMI AVE B/W NE 110 ST and 115 ST Material changes shown onROS. MapPosting? Yes No TrenchFeet 0' Duct Bank Feet 0' DRAWN BY RR NE 114t1iST B/W NE 2ndAVE and NE 3rdAVE ❑ ❑ DATE 07/25/19 ~ d CITY DR.DIST. COUNTYAIR STATERD. FAA su ervi - MAP No. MAP# MIAMI SHORES / DADE All required ground rods have been driven & verified to bewithin DDFE ?? a s WMD RRXING COUNTY RD. TRANSM. OTH 0 Horiz. 20' 40. W. 80' DWG NO. rj of S FPL standards. Values are shown A all locations. �I '--' 1� 0 Vert. 2' 4' 6' 8' Posted by: Telephone Request? Yes ❑ No ❑ CAN Request? Yes ❑ No ❑ LLLJJ����LIJ l� I I I I I WR 8675791 M/A ND Foreman's S' nature Date INACCESSIBLE FX1 13 KV ❑ FUTURE23 KV ❑ 23 KV ❑ SALTSPRAY ❑ OTHER Y O w K L 16.5" 16.5" 55/8KIP CONCRETE 43.5"� I @ 12' DEEP 40' i / I I DETAIL / I I I GAS __ ROW -- N.T.S--_----— — — — — — SIDEWALK ••+•+• _ _ _ _ _ — — — I SWALE i w•+ •+•• •w • ------_--_ F EDP +• • •• •Ln • SWALE �j r'•' •a•••• ww•+a• 004 • �I WATER MAIN 0 NE2°"AVE •••�+• + • W wl " • 1 • 0 «.�� 12"SEW ER MAIN z 8------ o CL aa•••+ +++•+• • I— •w+••• .•.. .. oz w w _--------------- — 8"WATER MAIN r 00 16"FM SEWER m EOP +••+•+ • w 12" WATER MAIN m _ • • + cc Vr (D �� ^ w SWALE O z SIDEWALK + + + • +• ' z T T SWALE '��� � 59' z •+•w•• i ROW • • • • <I -------- ---- w I <001I FPL In llT itEFERTODETAIL"C" 0'— 0' 80' LOC 36.5.1 NSTALL FEEDER RISER ON POLE. OPEN TRENCH a J 00 WITH 36" MIN COVER. OPEN ACCESS PIT. INSTALL 1-6" HDPE U Lu w VIADIRECTIONALBOREANDPULL-3-1000ALCONDUCTOR 0 w TO LOC 14.53 HORIZ SCALE: 1"=40' MOT616, 660 VERT SCALE: 1"=4' +6 +6 +5 + 5 +4i 1 +4 +3 i +3 ASSUMED C;ROUND LEVEL +2 i i +2 +1 +1 w a z 0 0 — z 0 g o N 1 1 d 3 m41000:ALIN1-6"!HDPE'DIREiTIONALBORE z _2 2 -3 3 z -4 -4 a _5 -5 -6 ....... ... ... ....... ..... -6 F- J_ t/O] a TWP: U RGE: Al SEC: 36 QTR: A# AS -BUILT COPY AS -BUILT CREW PRINT Easement? Yes ❑ No ❑ Survey/Stake? Yes ❑ No ❑ Work with SMO? Yes ❑ No ❑ JOBOWNER Andres Moscoso BISCAYNE UG BORE 801838 Tree Work? Yes ❑ No ❑ Designer/Stake? Yes ❑ No ❑ PHONE 3054425118 Initials Cert. Date Foreman'sS' nature Date 7 ❑ ❑ CT/Special Mtr? Yes ❑ No ❑ DESIGNED BY Rod Rodriguez NE 2"d AVE B/W 115 th ST and NE 111th ST Job CERTIFIED COMPLETED as shown on this AS -BUILT print. Trees Access. Yes ❑ No ❑ Tree StakingReq'd. Yes NoN MIAMI AVE B/W NE 116' ST and 115t'ST Material changes shown onROS. MapPosting? Yes ❑ No[:] Trerich Feet 0' Duct Bank Feet 0' DATE DRAWN BY 07/RR NE 114tt'ST B/W NE 2"dAVE and NE 3rdAVE ~ d CITY DR.DIST. COUNTY —AIR STATERD. FAA (f su ervi - MAP NO. MAP# MIAMI SHORES / DADE All requced ground rods have been driven & verified to be within DDBS ?? a WMD RRXING COUNTY RD. TRANSM. OTH 0 Horiz. 20' 40' 60' 80' DWG NO. 6 Of g FPL standards. Values are shown at all locations. 0 0 Vert. 2' 4' 6' 8' Posted by: Telephone Request? Yes ❑ No ❑ CANRequest? Yes ❑ No ❑ I I I I I WR 8675791 M/A ND Foreman's Signature Date 01 a 0 Z C5 z a I — 00 1 r\ LU Li Q a a a Y J 0 w d to 1 60" 17" 17" 60/8KIP CONCRETE 43" I @ 12' DEEP 8"SEWER MAIN FPL REFER TO DETAIL "D" z DETAIL D 55 co N N.T.S / 137' - = It ___ .-,Row ALK SI,,W� � m \� v SWALE WINDSTREAM ' 16" FM SEWER ATTTANSMISSION 2-4" HDPE- 12"WATER MAIN _------- --� NMIAMIAVE MDC PUBLIC WORKS ------------- INACCESSIBLE Y J Q O o a a 0 0 -0 W N w U W J J � < � I w J n Q �7TJ 6" WATER MAIN SWALE — _T L0055.INSTALLFEE DER RISER ONPOLE. OPEN TRENCH WITH LOC 54. OPEN ACCESS PIT. INSTALL 48" PRIMARY SPLICE 36" MIN COVER. OPEN ACCESS PIT. ROUTE 1-6" HDPE BOX. ROUTE CONDUIT VIA OPEN TRENCH TO SPLICE BOX CONDUITTO POLE. INTERCEPT UG CONDUCTORS AND RE-ROUTTHEM TO LOC 57 VIA DIRECTIONAL BORE. PULL 3-1/0 AL CONDUCTOR. M 13 KV 0 FUTURE 23 KV 23 KV SALTSPRAY 0 OTHER 12" SEWER MAIN 50.51 00 ""'SWALE 16" SEWER MAIN SWALE - ROW SIDEWALK EOP CL EOP SIDEWALK -- ROW LOC 50.51.INSTALL FEEDER RISER ON POLE. OPEN TRENCH WITH 36" MIN COVER. OPEN ACCESS PIT. INSTALL 1-6" HDPE VIA DIRECTIONAL BOREAND PULL-3 - 1000 AL CONDUCTOR TO LOC 55 MOT 603, 605,660 +6 +5 i� it +4 +3i i r . +2- ASSUMEb GRbUNb LEVEL +1 0 I 11 z g z z - - -2 ti io - OJ M E 13#1 �0 AL!IN 1-6" HOPE [SIR C,TI RE N° L O �, BORE t -3 3#1000'AL IN 1=67HD� 1 j t I y�. -4 -5 - - ------ - - - - - - --- --- --- -- - -6 . AS -BUILT COPY I AS -BUILT CREW PRINT Initials Cert.Date Foreman's Signature Job CERTIFIED COMPLETEDas shown on this AS -BUILT print. Material changes shown on ROS. All required ground rods have been driven & verified to bewithin FPL standards. Values are shown at all locations. Easement? Yes ❑ No ❑ Tree Work? Yes ❑ No ❑ Trees Access? Yes ❑ No Survey/Stake? Yes ❑ No ❑ Designer/Stake? Yes ❑ No ❑ Tree Staking Req'd? Yes ❑ No[:] Work with SMO? Yes ❑ No ❑ JOBOWNER Andres Moscoso PHONE 305 442 5118 CT/Special Mtr? Yes ❑ No ❑ DESIGNEDBY Rodny Rodriguez MapPostirg? Yes ❑ No TrenchFeet D' Duct Bank Feet 0' DRAWN BY RR DATE 07/25/19 ~ d � - CfTY DR.DIST. COUNTYAIR STATE RD. FAA DID 6S ?? MAP NO. MAP# a WMD RRXING COUNTY RD. TRANSM. OTH 0 Horiz. 20' 40' 60' 80' 0 Vert. 2' 4' 6' 8' I I I I I DWG No. Posted by: Telephone Request? Yes ❑ No ❑ CAN Request? Yes ❑ No ❑ WR • • •••• HORIZ SCALE: 1"=40' VERT SCALE: 1"=4' +6 +5 +4 +3 +2 +1 0 -1 -2 E D$ECTIONAL BORE -3 -4 -5 -6 ••• TWP: 52 RGE: Al SEC: -16 QTR: a# BISCAYNE UG BORE 801838 N E 2nd AVE B/W 115 th ST and NE 111th ST N MIAMI AVE B/W NE 116m ST and 115th ST NE 114th ST B/W NE 2nd AVE and NE 3rd AVE MIAMI SHORES / DADE 7of8 8675791 M/A ND ❑ INACCESSIBLE OX 13 KV ❑ FUTURE 23 KV ❑ 23 KV SALTSPRAY OTHER Q 0 Io z C5 z _ a Y 0 cc 60„ I �16.*5",55/81KIP CONCRETE 43.5" 12' DEEP DETAIL E N.T.S z FPL 422' FROM LOC 57 TO NE 11f" ST CENTER LINE 57 ATT TANSMISSION 2-4' HDPE — -- — REFER TO DETAIL"E„ /� �� -- — ---__----_=—��— •••• • •••• ••• ROW ��� J 16"FM SEWER •••• •+ • SIDEWALK J GRASSSWALE*000 • • • -ate, WINDSTREAM _ m N MIAMI AVE s••i•• • 00 I� 0600 •••• •••• Q �••• EDP -��---�� -`---� •+••++ •••• • 9'••* — -- `— SWALE GRASS • + • • • w w --_ CL-oo •• •• s• e �+ • 2!EOP 12" WATER MAIN ••`+•• • _ • • • • Ur wr • EDP ® ws•••• Z_ Z O MDCPUBUCWORKS •• _ ai 6" WATER MAIN SWALE ---_-------- ss•+ s • •• U C> — —_— SIDEWALK u —_—_—__----- ROW LOC 57.INSTALL PRIMARY RISER ON POLE. OPEN TRENCH WITH 36" MIN COVER. OPEN ACCESS PIT. ROUTE 1-6" HDPE CONDUITTO POLE. MOT603, 660 +6 +5 +4 . +3i +2i +1 0 -2 -3 -4 -5 -6 . HORIZ SCALE: 1"=40' VERT SCALE: 1"=4' +6 +.5 +4 +3 MSUMED �ROU,ND LEVEL +2 +1 z — 0 Lo m 1 3#1/0 AL IN 1-6'" HDP.E DIRECTIONAL BORE -2 -- -- 4 -5 -6 J_ Do Nm a TWP: 52 RGE: M SEC: _U CI As AS -BUILT COPY AS -BUILT CREW PRINT Easement? Yes ❑ No ❑ Survey/Stake? Yes ❑ No ❑ Work with SMO? Yes ❑ No ❑ JOBOWNER Andres Moscoso BISCAYNE UG BORE 801838 PHONE 305 442 5118 _ Tree Work? Yes ❑ No ❑ Designer/Stake? Yes ❑ No ❑ N E 2nd AVE B/W 115 th ST and NE 111th. ST CT/SpecialMtr? Yes ❑ No ❑ DESIGNEDBY Rod Rodriguez Initials Cert.Wte Foreman's5" nature Date TreesAccess. Yes No ? ❑ ❑ Tree Staking Rsq'd. Yes No ? ❑ ❑ TH th N MIAMI AVE B/W NE 110 ST and 115 ST JobCERTIFIED COMPLETED as shown on thisAS print. Material changes shown on ROS. Map Posting? Yes ❑ No ❑ TrenchFeet 0' Duct Bank Feet O' DRAWN BY RR NE 114th ST B W NE 2nd AVE and NE 3rd AVE / DATE 07/25/19 �'� MIAMI SHORES / DADE DDT ?? ~ d - CITY DR. COUNTY AIR STATI FAA MAP NO. MAP# J.qperN All required ground rods have been driven & verified to bewithin a WMD RRXING COUNTY RD. TRANSM. OTH 0 Horiz. 20' 40' 60' 80' DWG NO. 8 Of 8 FPL standards. Values are shown at all locations. 0 Vert. 2' 4' 6' 8' Posted by: Telephone Request? Yes ❑ No ❑ CAN Request? Yes ❑ No ❑ WR 8671791 M/A ND Lr— I I I I =10t Forema n's S' nature Date Engineering and Project Management 4200 W. Flagler Street, Miami, Florida 33134 10 Office: (305) 442-5140 Fax: (30'5) 442-5123 `Q FPL PROCESS C"" �'V 08—f t — (Need to hand carry permit) August 5, 2019 Miami Shores Village Director of Building Department 10050 N.E. 2 Avenue Miami Shores, Florida 33138 SUBJECT: WR# 8676791 FPL plans to construct electrical facilities within your City limits. Attached for your approval is a "No fee" permit with the following documents: a. Permit application form b. Two copies of the job sketch with the proposed facilities highlighted If you have any questions, please call our engineer Mr. Rodny Rodriguez at 305-552- 4151. Otherwise, advise me of your approval via e-mail at keylen.carvaial(cb_fPI.com so I can make arrangements to pick permit. Very truly yours, FPL Permit Coordinator Attn: Keylen Carvajal 305-442-5315 4200 W. Flagler Street — EMP/LFO Miami, Florida 33134 Kgyl-,w CCWN!a Permit Coordinator (305) 442-5315 FPL WR # 8675791 Miami Shores Village Public Works Department 10050 N.W. 2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 r Public Works Permit No. Permit Application FBC 2004 UTILITY Permit -die: Public Works WATER Owner's Name (Fee Simple Titleholder) Florida Power & Light Phone M Owner's Address 4200 West Flagler St City Miami State Florida Tenent/LesseeName _N/A _ _ _ Phone# 305-529-6120 Zip 33134 N/A NE 2ND AVE BET 115TH ST & NE 111TH ST; N MIAMI AVE BET NE 110TH ST & 115TH ST; Job Address (where the work is being done) NW 114TH ST BET NE 2ND AVE & NE 3RD AVE City Miami Shores Village Is Building Historically Designated: Yes N/A County Miami -Dade Zip NO N/A Utility's Geptrasteee Company Name FLORIDA POWER AND LIGHT COMPANY Phone #: (305) 442-5150 Utility's Gentraster-s Address 4200 W. FLAGLER ST. — EPM / LFQ City: MIAMI State: LF ORIDA Zip: 33134 Architect/Engineees Name (if applicable) Rodny Rodriguez $ Value of Work For this Permit: $ Phone 305-552-4151 Lineal Footage Of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace IN Demolition Describe Work: INSTALL 762' 2-6" HDPE CONDUITS BY DIRECTIONAL BORE; INSTALL 1696' 1-6" HDPE CONDUITS BY DIRECTIONAL BORE; INSTALL 3 SPLICE BOXES; I Submittal Fee $ Notary $ _ Scanning $ _ Code Enforcement $ Total Fee Now Due $ (Continued on opposite side) RRRRR RRR..... HRRRY Fees RR•RRRRRRR IRRRRR. RR♦ Permit Fee $ CCF $ Training/Education Fee $ Radon $ Structural Plan Review $ Zoning CO/CC _ Technology Fee $ Bond $ m Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) NIA Mortgage Lender's Address City State Zip Zip Application Is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant As a condition to this issuance of a Public Works permit with an estimated value exceeding $2500, the applicant must promise in good fafth that a copy of the notice of commencement and construction ken law brochure will be delivered to the person whose property Is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first Inspection which occurs seven (7) days after the building permit is Issued. In the absence of such posted notice, the inspection will not be approved and a relnspection fee w/N be charged. „ Signature Signature rid, Owner or Agent Utility Representative /-Genfraeter The foregoing instrument was acknowledged before me this 5th day of August 20_J�2, by KeyIPn Carvajal , who is personally known to me or-who-has-lamdueed N/A as identification, and wh"id/did not take an oath. NOTARY PUBLIC: NOTARY PUBLIC; Sign: Sign: Print: Print: Marta Ramirez My Commission Expires: MYCO , .. ,, 4 , r ?v err a rrrrrrrrrrrrrrr urrrrwwrrrrrrrrrrrrrrrrrrrrrrrrrrr a rrrrrrrrrrrrrrrrrrrrrrrr a r■ APPLICATION APPROVED BY: 11/17/2005 Public Works Director or his designee. SYMBOLS: ® work Area ■ Channelizing Device (See Index No. 600) [p Work Zone Sign Flagger Automated Flagger Assistance Devices Buffer Space i'AFAD), With Gate See Table I b Lane Identification + Direction of Traffic r r � b. � ■ Work A ■ GENERAL NOTES: 1. Special Conditions may be required in accordance with these notes and the following sheets. 2. If the Work Area encroaches on the Centerline, use the Layout for Temporary Lane Shift to Shoulder on Sheet 2 only if the Existing Paved Shoulder width is sufficient to provide for an 11' lane between the Work Area and the Edge of Existing Paved Shoulder. Reduce the posted speed when appropriate. 3. Temporary Raised Rumble Strips: a. Use when both of the following conditions are met concurrently: Existing Posted Speed is 50 mph or greater; 11. Work duration is greater than 60 minutes. b. Use a consistent Strip color throughout the work one. c. Place each Rumble Strip Set transversely across the lane at locations shown. d. Use Option I or Option 2 as shown on Sheet 2. Use only one option throughout work zone. 4. Additional one-way control may be provided by the following means: a. Flag -carrying vehicle; b. Official vehicle; c. Pilot vehicles; it. Traffic signals. When flaggers are the sole means of one-way control, the flaggers must be in sight of each other or in direct communication at all times. 5. When a side road intersects the highway within the TTC zone, place additional TIC devices in accordance with other applicable TCZ Indexes. 6. The two Channelizing devices directly in front of the work area may be omitted provided vehicles in the work area have high -intensity rotating, flashing, oscillating, or strobe lights operating. LAST JZDESCRIPTION: REVISION 07101/IS W Tangent I I Device Spac Taper Length Taper Length See Table 1 50' to 100, 50' to 100' GENERAL LAYOUT 7. When Buffer Space cannot be attained due to geometric constraints, use the greatest attainable length, not less than 200 ft. B. Railroad Crossings: a. If an active railroad crossing is located closer to the Work Area than the queue length plus 300 feet, extend the Buffer Space as shown on Sheet 2. b. If the queuing of vehicles across an active railroad crossing cannot be avoided, provide a uniformed traffic control officer or flogger at the highway -rail grade crossing to prevent vehicles from stopping within the highway -rail grade crossing, even if automatic train warning devices are in place. 9. ROAD WORK AHEAD and the BE PREPARED TO STOP signs may be omitted if all of the following conditions are met: a. Work operations are 60 minutes or less. b. Speed limit is 45 mph or less. c. There are no sight obstructions to vehicles approaching the work area for a distance equal to the Buffer Space shown in Table 1. d. Vehicles in the work area have high -intensity, rotating, flashing, oscillating, or strobe lights operating. e. Volume and complexity of the roadway has been considered. f. If a railroad crossing is present, vehicles will not queue across rail tracks. g. AFADs are not in use. 10. See Index 600 for general TCZ requirements and additional information. 11. Automated Flagger Assistance Devices (AFADs) may be used in accordance with the Notes on Sheet 3. 2016 Fr DESIGN STANDARDS 10 J a 10 A * May be omitted if ROAD WORK AHEAD sign is installed upstream within the project limits. TABLE 1 Posted Speed DEVICE SPACING Distance Between Signs A B I C D Buffer Space Maximum Spacing of Cones or Tubular Markers Maximum Spacing of Type 1 or Type 11 Barricades/Panels/Drums Ona Ta er On Tan ent Ona Taper Ona Tan ent 25 20' 50' 20' 50' 200' 200' 200' 100' 1 155' 30 20' 50' 20' 50' 200' 200' 200' 100' 200' 35 20' 50' 20' 50' 200' 200' 200' 100' 250' 40 20' 50 20' 50' 200' 200' 200' 100' 305' 45 20' 50' 20' 50' 350' 350' 350' 175' 360' 50 20' 50, 20' too, 500' 500' 500' 250' 425' 55 20' 50' 20' 100 2640' 1500' 1000' 500' 495' 60 20' 50' 20' 100' 2640' 1500' 1000' 500' 570' 65 20 50' 20' 100' 1 2640' 1500' 1000' 500' 645' 70 20' 50' 20' 100' 2640' 1500' ]000' 560' 730' •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • -TW®-]LANE! TV' AO -WAS WORD WITHIN THE TRAVEL WAY CONDITIONS WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH THE AREA BETWEEN THE CENTERLINE AND A LINE 2' OUTSIDE THE EDGE OF TRAVEL WAY. IE INDEX SHEET NO. NO. 603 1 of 3 AY ROAD PREPARED ( D ROAD E) ( IN YOUR ( STRIPS ( WORK PREPARE \ AHEAD \ LANE Lont. layout (To Work Area) Temporary Raised Rumble Strip Set ,nO 'LJ (See General No[e Na. 2) YJ YJ YJ YJ '4J a a LY LY LY LP 01 LY Temporary Raised Rumble Strip Se[ 700' 700' (See General Note No. 21 A B C D Cont. Layout (To Work Area) =k May be omitted if ROAD WORK AHEAD sign is installed upstream within the project limits. ROAD RUMBLE STAY ONE LANE BE WORK STRIPS IN YOUR ROAD PREPARED AHEAD AHEAD LANE AHEAD" TO STOP R7R - C Cont. Layout Taper Length 50' to 100' LAST o DESCRIPTION: REVISION 07101115 LAYOUT FOR TEMPORARY RAISED RUMBLE STRIPS WHEN REQUIRED WITH ADDITIONAL SIGNS DO NOT STOP ON 250' C TRACKS Cont. Layout � LJ ■ . Work Area ■ r 15' Clr. (Typ., Each Side) ■ Extended Buffer Space Tangent Device Spacing Taper Length See Table 1 50' to 100' LAYOUT FOR RAILROAD CROSSING BUFFER SPACE EXTENSION Spaer 09 S I�ht OPTION 1 - REMOVABLE POLYMER STRIPING TAPE RUMBLE STRIP SET �e ce pombane J2,. o� dyeJ e\ eta e pan OPTION 2 - MOLDED ENGINEERED POLYMER RUMBLE STRIP SET TEMPORARY RAISED RUMBLE STRIPS Edge of Edge of Existing Existing Pavetl Buffer Space v f Buffer Space 375' C Travel Lane Shoulder (See Table 1) - (See Table 1) Cont. I (Typ.) (TYPJ Z 2016 .o— DESIGN STANDARDS ■■ ■ Work Area ■■ • • • • • • • C • T444, Device Spacing Cont. Layout Taper*l�ngth • • • • • • •i"ap L*g[l� • See Table 7 75 to 100' 7 to 100 LAYOUT FOR TEMPORARY LANE SHIFT TO SHOULDER WHEN WOQIZ AA:•ENCRJP%H0QN T)?CEQI WLINE •• • • • • • • • • • SPECIAL CONDITIONS • • • • •• • • • • • • • � LA1tP, ��O WAIl� • INDEX SHEET �i NO. NO. WORK WITHIN THE 'd'g2AVE1L WAY 603 2 Of 3 • • • • • • • • • • AUTOMATED FLAGGER ASSISTANCE DEVICES NOTES: 1. Illuminate the flagging station when the AFAD is used at nighttime. 2. When the AFAD is not in use, remove or cover signs and move AFAD device outside the clear zone or shield it with a barrier or crash cushion. 3. Only qualified flaggers who have been trained in the operation of the AFAD may operate the AFAD. When in use, each AFAD must be in view of and attended at all times by the flogger operating the device. Use two flaggers and one of the following methods in the deployment of AFAD's: Method ]:Place an AFAD at each end of the temporary traffic control zone. Method 2:Place an AFAD at one end of the temporary traffic control zone and a flogger at the opposite end. 4. A single flagger may simultaneously operate two AFAD's (Method 1) or may operate a single AFAD on one end of the temporary traffic control zone while being the flagger at the opposite and of the temporary traffic control zone (Method 2) if all four of the following conditions are present: a. The flagger has an unobstructed view of the AFAD(s); b. The flagger has an unobstructed view of approaching traffic in both directions: c. For Method I' the AFAD's are less than 800 It apart. For Method 2, the AFAD and the flagger are less than 800 ft apart. d. Two trained flaggers are available on -site to provide normal flagging operations should an AFAD malfunction. STOP OR SLOW rAlr co wArr Go Space Channelizing � � Buffer Space ON ON ON ON Devices at 25' Intervals See Table I STOP SLOW $TOP SLOT 100' 50' CO Layout Taper Length Taper Length I See Tat 50' to 100' S0' to 100' J STOP OR SLOW WAIT GO [WA,11 OSWP OGON SLOW LAYOUT FOR STOP/SLOW AFAD METHOD 1 - 2 AFAD's Space Channelizing Buffer Space Devices at 25' Intervals See Table I IOU 5 0' 250' C Cont. Layout - �� � lun�L A�e� •_ b 20' Min./50' Max. C •�//////////� Tangent Device Spacing Cont. Layout To, Length Taper Length Sce Table I 50' to zoo' 50' to 109 STOP HERE ON • RED O ` Red/Yellow AFAD LAYOUT FQI 9E4Y:LLbV;. AIW4 METHOD 2 Y 1:AI:4D� &.-FL;tG ER'. •• ••• •• • • • •• • • • • • • • • • • ;•• ;AU.TftrTrE= F�_AtOER 4SSISTANCE DEVICES (AFADS) LAST p DESCRIPTION: • • • • • • • REVISION FDO 07/02016 f�W ®-][,1iNE� T�®-Wa�Yl INDEX NO.T SHEET ' �►-- DESIGN STANDARDS WORK WII'llHIIN THE TRAVEL WAY 603 3Of 3 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ROAD WORK AHEAD 200' 200' 400' CONDITIONS J \ J \ ♦ l \ WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH ON THE < PAVEMENT REQUIRING THE CLOSURE OF ONE ■ ■ ■ ■• • TRAFFIC LANE, FOR WORK AREAS LESS THAN j ■ • Work Area • / 200' DOWNSTREAM FROM AN INTERSECTION FOR A PERIOD OF MORE THAN 60 MINUTES. 400' 200' Less Than 200' ROAD WORK ROAD AHEAD WORK AHEAD 200, 400' to I , CONDITIONS J J l J C WHERE ANY VEHICLE, EQUIPMENT, WORKERS < OR THEIR ACTIVITIES ENCROACH ON THE PAVEMENT REQUIRING THE CLOSURE OF ONE • • • • • Work Area • b TRAFFIC LANE, FOR WORK AREAS 200' OR MORE DOWNSTREAM FROM AN INTERSECTION FOR A PERIOD OF MORE THAN 60 MINUTES. 4O0' 50' 200' 200' More Than ROAD 200' WORK AHEAD DURATION NOTES SYMBOLS GENERAL NOTES ® Work Area 1. Work operations shall be confined to one travel lane, leaving 5. The FLAGGER legend sign may be substituted for the symbol sign. I. ROAD WORK AHEAD sign may be omitted if all of the following the opposing travel lane open to traffic. conditions are met: ■ Channelizing Device (See Index No. 600) 6. The maximum spacing between devices shall be no greater than 25.' 2. When vehicles in a parking zone black the line of sight to TCZ a. Work operations are 60 minutes or less. Work Zone Sign signs or when TCZ signs encroach on a normal pedestrian 7. For general TCZ requirements and additional information, refer to b. Speed is 45 mph or less. walkway, the signs shall be post mounted and located in Index No. 500. • • 000 • • • • • c. NP-lght obstructions to vehicles approaching the work area for accordance with Index No. 17302. • • • • distance of 600 feet. Flogger 8. The two channelizing devices directly i� front W:dir#ctlyat t�e • • • • d. %hides in the work area have high -intensity, rotating, 3. If work area is confined to an outside auxiliary lane, the work end of the work area may be omitted preSided ve*cle• inihe Worl• • • flas+ing, oscillating, or strobe lights operating. Lane Identification + Direction of Traffic area shall be barricaded and the FLAGGER signs replaced by area have high -intensity rotating, f1*0ng, otMAing, os •trobe• • • e•'•ume and complexity of the roadway has been considered. ROAD WORK AHEAD signs. Flaggers are not required. lights operating. 4. Flaggers shall be in sight of each other or in direct 9. Use Temporary Raised Rumble Strips in accordance with Index 603. communication at all times. Placement of Rumble Strips and a**ion•'•ipps should•egin a[• • • FLAGGER sign location. • • • s • • • • • • • • • • • • • • • • • • • • • •• • • • • • • LAST DESCRIPTION: 20I6 REVIS• • • • • • • INDEX SHEET ION NO. NO. REVIS Is F DESIGN STANDARDS TWO-LANE, TWO-WAY, WORK NEAR INTERSECTION 60 1 of 1 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • D A ROAD WORK AHEAD SPEEDING FINES DOUBLED WHEN WORKERS PRESENT DISTANCE BETWEEN SIGNS Speed Spacing (ft.) A I B I C 40 mph or less 200 200 200 45 mph 350 350 350 50 mph 500 500 500 -55 mph or greater 2640 1640 1 1000 Median J Q' r> White Reflectorized Pavement Markings ■ ■Work Area ■ B C Taper Length=L Buffer Space See Table 11 See Table 11 Device Spacing -Taper Device Sparing -Tangent ANE 1 See Table II See Table I CLOSED GENERAL NOTES 1. Work operations shall be confined to one traffic lane, leaving the adjacent lane open to traffic. 2. On undivided highways the median signs as shown are to be omitted. T11 D 500' =EN 700' Table 1 Device Spacing Speed (mph) Max. Distance Between Devices (ft.) Cones or Tubular Markers Type I or Barricades Panels Type 11 or Vertical or Drums Taper Tan ent Taper Tangent 25 25 50 25 50 to 45 25 50 30 50 M30 50 to 70 25 50 50 100 Table 11 Buffer Space and Taper Length Buffer Taper Length Speed Space (12' Lateral mph) Transition) Dist. L Notes (ft.) (ft.J (Merge) 25 155 125 WS• L 60 30 200 180 35 250 245 40 305 320 45 360 540 L = WS 50 425 600 55 495 660 60 570 720 65 645 780 70 730 840 When Buffer Space cannot be attained due to geometric constraints, the greatest attainable length shall be used, but not less than 200 ft. For lateral transitions other than 12', use Where: L = Length of taper in feet W = Width of lateral transition in feet S = Posted speed limit (mph) 3. When work is performed in the median lane on divided highways, the channelizing device plan is inverted and left lane closed and lane ends signs substituted for the right lane closed and lane end signs. DURATION NOTES " The ROAD WORK 1 MILE sign may be used The same applies to undivided highways with the following exceptions: as an alternate to the ROAD WORK AHEAD a. Work shall be confined within one median lane. 1. Temporary white edgeline may be omitted for work operations less than 3 sign and the RIGHT LANE CLOSED % MILE b. Additional barricades, cones, or drums shall be placed along the centerline abutting the work area and consecutive calandar days. sign may be used as an alternate to the across the trailing end of the work area. RIGHT LANE CLOSED AHEAD sign. 2. For work operations up to approximately 15 minutes, signs, channelizing devices, When work on undivided highways occurs across the centerline so as to encroach on both median lanes, arrow board, and buffer space may be omitted if all of the following conditions ** 500' beyond the ROAD WORK AHEAD sign or and the inverted plan is applied to the approach of both roadways. are met: midway signs whichever is less. a. Speed limit is 45 mph or less. 4. Signs and traffic control devices are to be modified in accordance with INTERMITTENT WORK STOPPAGE b. No sight obstructions to vehicles approaching the work area for a distance details (sheet 2 of 2) when no work is being performed and the highway is open to traffic. equal to the buffer space and the taper length combined. C.Volume and complexity of the roadway has been considered. 5. The two channelizing devices directly in front of the work area may be omitted provided vehicles in the d. The closed lane is occupied by a class 5 or larger, medium duty truck(s) with work area have high -intensity rotating, flashing, oscillating, or strobe lights operating. a minimum gross weight vehicle rating (GWVR) of 16,001 Lb with high -intensity, rotating, flashing, oscillating, or strobe lights mounted above the cab height SYMBOLS 6. When paved shoulders having a width of 8 ft. or more are closed, channelizing devices shall be used to and operating, close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the travel ® Work Area way. See Index No. 612 for shoulder taper formulas. 3. For work operations up to 60 minutes, arrow board and buffer • • •sV6,e mgy be omitted if Wndiiions ,i 4 and c in DURATION NOTE 2 7. When a side road intersects the highway within the TTC zone, additional TTC devices shall be placed in • ars4not•and ve*les•ln Ve vWrk •rea have high -intensify, ■ Channelizing Device (See Index No. 600) accordance with other applicable TCZ Indexes. • rotating, fiineiiin} os4Wlla•ng,4br -•robe lights operating. Work Zone Sign • • • • • • • 000 • B. This TCZ plan does not apply when work is being performed in the middle lanes) of a six or more lane • • • • • • • • • •o� Advance warning Arrow Board highway. See Index No. 614. • • • • • • • • • • • • CONDITIONS 9. For general TCZ requirements and additional information, refer to Index No. 600. WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES • • • • • • • • • ENCROACH ON THE LANE ADJACENT • • • • • • • • • • TO EITHER SHOULDER AND THE • • • • • • • • • • • • • • • • • • • • • • • AREA 2' OUTSIDE THE EDGE OF • • • • • • • • • • • TRAVEL WAY. LAST p DESCRIPTION: 2�16 • • • • • INDEX SHEET REVISION FDOT MULTILANE, E, ;V ORI ;VXT EIIIN 'I'1RAVE g WAY NO. NO. 07101115 W �-- DESIGN STANDARDS MEDIAN OR OUTSIDE ]LANE 613 1 of 2 o: • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a a a Arrow Board Operation Discontinued And Arrow Board Shall Be Removed Or Relocated Outside The Clear Zone Or Be Shielded By A Barrier Or Crash Cushion Median — T?/7/7/1 — — LY LY U' LY ■ /Area/ / ■ ■ ■ ■ ■ ■ LJ�/.i/�G�.fi /.G/ A B C L and Buffer Space END ROAD Signs Covered ROAD WORK WORK I MILE SPEEDING FINES DOUBLED ROAD WORK =,MILE Area Temporarily 500' Reopened To Traffic WHEN WORKERS Temporary Pavement Markings PRESENT<>/ Placed Through Work Area Antl Devices Relocated Laterally Z' To 4' Outside Edge Of Travel Way. EVEN PAVEMENT a a Arrow Board Operation Discontinued And Arrow Board Shall Be Removed Or Relocated Outside The Clear Zone Or Be Shielded By A Barrier Or Crash Cushion Median 03 D3 0 �i// Worrkk/Area END A B C L and Buffer Space ROAD WORK ROAD Hinged Or Overlay Shields Area Temporarily 500' WORK Reopened To Traffic I MILE ROAD SPEEDING FINES DOUBLED WHEN WORKERS WORK jMI LE UNEVEN LANES Temporary Pavement Markings Placed Through Work Area And Devices Relocated Laterally 2 To 4' Outside E�jesf Travel Way. • • • • PRESENT UNEVEN PAVEMENT • . • • . . • • • •• ••• •• • • • •. INTERMITTENT WORK STOPPAGE - LANE REOPENED•TO•4T4?AFFI4 . • • LAST REVISION ti �Z� DESCRIPTION: 2076 FDOT • • • • • • • A�IL7LTII]LAI�T]E, tVOlft.i� WIITII-�IIPd T]R1�V]EIe WAY INDEX NO. SHEET ND. 07/01115 w �— DESIGN STANDARDS MEDIAN OR OUTSIDE ]LANE 613 2 of 2 • •• •• • • • •• •• ••• • • • ••• • • GENERAL NOTES 1. Work operations shall be confined to either one lane, or lane combinations as follows: a. Outside travel lane: b. Outside auxiliary lane; c. Outside travel lane and adjoining auxiliary lane; d. Inside travel lane L; e. Inside auxiliary lane L; f. Inside travel lane and adjoining auxiliary lane L L See Sheet 3 If the work area is confined to an auxiliary lane the work area shall be barricaded and the RIGHT (LEFT) LANE CLOSED AHEAD signs replaced by ROAD WORK AHEAD signs, and the merge .symbol signs eliminated. 2. When vehicles in a parking zone block the line of sight to TCZ signs, the signs shall be post mounted and located in accordance with Index No, 17302. 3. If the work space extends across a crosswalk, the crosswalk should be closed using the information in Index No. 660. 4. Signs are required on the median side for divided highways 5. The two channelizing devices directly in front and directly at the end of the work area may be omitted provided vehicles in the work area have high -intensity rotating, flashing, oscillating, or strobe lights operating. 6. For general TCZ requirements and additional information, refer to Index No. 600. DURATION NOTES 1. For work operations up to approximately 15 minutes, signs, channelizing devices, and arrow board may be omitted if all of the following conditions are met: a. Speed limit is 45 mph or less. b. No sight obstructions to vehicles approaching the work area for a distance equal to twice the taper length. c. Volume and complexity of the roadway has been considered. d. The closed lane is occupied by a class 5 or larger, medium duty truck(s) with a minimum gross weight vehicle rating (GWVR) of 16.001 lb with high -intensity, rotating, flashing, oscillating, or strobe lights mounted above the cab height and operating. 2. For work operations up to 60 minutes, the arrow board may be omitted if conditions a, b, and c in DURATION NOTE I are met, and vehicles in the work area have high -intensity, rotating, flashing, oscillating, or strobe lights operating. SYMBOLS ® Work Area Work Zone Sign o Advance Warning Arrow Board • • 000 • • • • • • • Type III Barricade • • • • • • • • • • •• • • • • ••• • ■ Channelizing Device (See Index No. 600) • • • • • • • • • •• ••• •• • • • •• b Lane Identification + Direction or Traffic • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • LAST DESCRIPTION: 2OIG • • INDEX SHEET REVISION = FDO MULTIILE E, WORM I�TE :R III�1• RSI CTIION NO. NO. 07/m/Is W �- DESIGN STANDARDS MEdDIIA' N OR OUTSIDE ]LANE 616 1 of 3 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • a a `J Work Area ■ ■ ■ ■ ■ •■ T■-15 ■/ ■ ■ ■ A� B C Taper Length=L I 500' See Table 11 I I I Device ROAD a Spacing WORK Device Spacing -Taper Tangent AHEAD SeoTablo See g Table I1 END GHT LANE ROAD WORK CLOSEI A ROAD WORK AHEAD Erect STOP Sign where the existing stop barn 30' fromthe taper line. Remove or cover P sign and reinstall when through lane reopec. RIGHT LANE CLOSED ON FAR SIDE OF MINOR SIDESTREET a D D A ROAD WORK AHEAD 4 W B C EUST THRU TRAFFIC MERGE Work Area DISTANCE BETWEEN SIGNS Speed Spacing (ft.) A e C 40 mph or less 200 200 200 45 mph 350 1 350 1 350 1 500' beyond the ROAD WORK AHEAD sign or midway between signs whichever is less. Table 1 Device Spacing Max. Distance Between Devices (ft.) Speed Cones or Type 1 or Type 11 (mph) Tubular Markers Barricades or Vertical Panels or Drums Taper Tangent Taper Tangent 25 25 50 25 50 30 to 45 25 50 30 50 Table 11 Taper Length - Merge (12' Lateral Transition) Speed (mph) L (ft) Notes (Merge) 25 125 WSr 60 30 780 35 245 40 320 45 540 L=WS • For lateral transitions other than 12', Device use formula for L shown in the notes Spacing column. Where: Tangent 500' L = Length of taper in feet C See W = Width of lateral transition in feet Table I S = Posted speed limit (mph) END ROAD WORK LEFT ROAD SPEEDING FINES Y��K • • • • • • • •• DODBL ED •1HEAD • • • • • • • • WHEN WORKERS • • • • • • • • •• • • • • ••• • PRESENT • • • • • • • • RIGHT LANE CLOSED ON FAR SIDE OF INTEIRCEC-MON •• • • • •• WITH SIGNIFICANT RIGHT TURNING MOVEMENTS 1. The normal procedure is to close on the near side of the intersection any lane that 2. For intersection approaches reduced to a single lane, left turning movements may is not carried through the intersection. However, when this results in the closure of be prohibited • o•nai•t•recaparity f r thrown vehicular warric. • a right lane having significant right turning movements, then the right lane may be • • • • • • • • • • restricted to right turns only as shown in this detail. • • • • • • • • • • • • • • • • •• • • • • • • • •• • • • • • • • LAST REvrs/oN � JZ�p DESCRIPTION: 2016 FOOT MULTILANE, WOIRK;ZEAR INTERSECTION INDEX NO. SHEET NO. 07101115 w .- DESIGN STANDARDS MEDIAN OR OUTSIDE LANE 616 2 of 3 ••• • • • ••• • • Q <g>7- AtlM N D3soro avoa J a a Work Area Taper Length=L 500' A B C See Table II Device ROAD I I ¢ Spacing WORK Device Spacing -Taper Tangent AHEAD See Table I See END 8 Table II ROAD WORK EFT LANE SPEEDING FINES CLosED ROAD CLOSED ROAD DOUBLED AHEAD WORK WHEN WORKERS oNE war AHEAD PRESENT LEFT LANE CLOSED ON FAR SIDE OF MINOR GV3HV SIDESTREET - RESTRICTED TURNING MOVEMENTS NaoM 4 avoa ¢ Work Area G� I DISTANCE BETWEEN SIGNS Speed Spng (ft.) AaciB C 40 mph or less 200 200 200 45 mph 350 1 350 350 -TM 500' beyond the ROAD WORK AHEAD sign or midway between signs whichever is less. Table 1 Device Spacing Max. Distance Between Devices (ft.) Speed Cones or Type I or Type H (mph) Tubular Markers Barricades or Vertical Panels or Drums Taper Tangent Taper Tangent 25 25 50 25 50 30 to 45 25 50 30 50 Table 11 Taper Length - Merge (12' Lateral Transition) Speed (mph) L (ft.) Notes (Merge) 25 125 WS, 60 30 180 35 245 40 320 45 540 L = WS Device UP For lateral transitions other than 12', Spacing use /ormula for L shown in the notes A B C Taper Length=L IDO' ¢ Tangent 500' ROAD column. Where: See Table 11 Gap See L =Length of taper in feet WORK O AD LEFTgLANE Table I END W = Width of lateral transition in feet Device Spacing -Taper MUlIg ROAD WORK S = Posted speed limit (mph) See Table I TURN SPEEDING FINES LECLoseDE • WORK • ♦ • • • ♦ • DOUBLED axEaD AHEAD ♦ • • • • ••• • WHEN WORKERS ♦ • • • • • • • t PRESENT • ••• •• • • • •• LEFT LANE CLOSED ON FAR SIDE OF INTERSECTION TURNING MOVEMENTS ALLOWED 1. The normal procedure is to close on the near side of the intersection any lane that is not carriedi4ouV00 • • • • the intersection. However, when this results in the closure of a left lane having significant lef`turning • • • • • ♦ • ♦ • movements, then the left lane may be reopened as a turn bay for left turns only as show in thi:*tail. • • • ! • • • • • • • • •• • • • • • as LAST DESCRIPTION: • • • • • Ei • INDEX SHEET REVISION FDO E, WOR! NEAR INTERS CTIO� NO. NO. 07101115 w 9'-1 v 2OI6 MULTy�.t� DESIGN STANDARDS MEDIAN OR OUTSIDE LANE616 3 of 3 • • • • • • • • • • SYMBOLS GENERAL NOTES ®1. Route pedestrian traffic around work areas when construction 7. Provide a 5' wide temporary walkway, except where space restrictions warrant Work Area activities encroach on the sidewalk for more than 60 minutes a minimum width of 4'. Provide a 5' x 5' passing space for temporary walkways ■ Channelizing Device (See Index 600) using the devices and remedies shown on this Index. Use project less than 5' in width at intervals not to exceed 200'. specific designs for scenarios not included on this Index. Work Zone Sign 8. Provide across -slope with a maximum value of 0.02 for all temporary Required Locations For Either Temporary 2. For spacing of traffic control devices and general TCZ walkways. CR Or Permanent Curb Ramps. requirements refer to Index 600. The maximum spacing between barricades, vertical panels, drums or tubular markers is 25'. 9. Temporary walkway surfaces and ramps must be stable, firm, slip resistant, and Lane Identification + Direction of Traffic kept free of any obstructions and hazards such as holes, debris, mud, Pedestrian Longitudinal Channelizing Device (LCD) 3. Use delineators on longitudinal Channelizing devices separating construction equipment and stored materials. with Mounted Work Zone Sign the work area from vehicular traffic. 10, Remove temporary walkways immediately after reopening of the sidewalk, unless H Pedestrian Longitudinal Channelizing Device (LCD) 4. Cover or deactivate pedestrian traffic signal otherwise noted in the plans, display(s) controlling closed crosswalks. 11. Meet the requirements of Index 304 for temporary curb ramps. 5. Post mounted signs located near or adjacent to a sidewalk must have a 7' minimum clearance from the bottom of sign to the 12. Place pedestrian longitudinal Channelizing device(s) across the full width of the surface of the sidewalk. closed sidewalk. For temporary walkways, similar to the Sidewalk Diversion, place LCD's to delineate both sides of the temporary walkway. 6. When construction activities involve sidewalks on both sides of the street, stage the construction so that one sidewalk is in service at all times. If this is not feasible and both sidewalks must be closed, as determined by the Engineer, provide a detour to guide pedestrians around the construction zone. <= _ ✓jI CR o� g 3>J3H SS0210 D OUR , py3Hy � 03S0'10 N'ItlM301S °1 W 43SO10 o p w is �1VM301S o Q Lij to AHEAD in o Q — m — U a � b � 4 t� afl 4 SIDEWALK i1f101317 USEOTHERSIDE ��1 JnL o `v g WORK AHEAD CROSSWALK CLOSURE AND PESESTRIAN DETOUR 3____ v ::DEWIILK DE'tOlsR SIDEWALK DIVERSION • • • • • •• • • • • • • • % • • • • • • • 2�1 PEDESTRIAN WALKWAY ROAD WORK AHEAD LAST [�DESCRIPTION: 2OIE INDEX SHEET REVISION FDOT� FEDESTRIIAN CONTROL FOR CLOSURE O1F SIIDE`VALI£S No.ND.07101115 �- DESIGN STANDARDS 660 1 of 7 • • • • • • • • • • ••• • • • ••• • •