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177 Beach Ave ATT ROW 2011 "Aulf CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD two ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 11-00002219 Date 6/22/11 Property Address . . . . . . 177 BEACH AVE Application type description RIGHT-OF-WAY PERMIT Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 0 ---------------------------------------------------------------------------- Application desc AT & T BOX IN RIGHT OF WAY ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ OWNER ---------------------------------------------------------------------------- Permit . . . . . . RIGHT OF WAY PERMIT Additional desc . . Permit Fee . . . . . 00 Plan Check Fee . 00 Issue Date . . . . 6/22/11 Valuation . . . . 0 Expiration Date . . 12/19/11 ---------------------------------------------------------------------------- Special Notes and Comments Avoid damage to underground water/sewer utilties . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . Avoid damage to underground water/sewer utilities . Verify vertical and horizontal location of utilities . Hand dig if necessary. If field coordination is needed, call 247-5834 . ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total . 00 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total . 00 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. I FRAL 6" SEWER LATERAL 8 g.,VC VC SEWER MAIN I 8" PVC WATER MAIN 1ST v I V%� vv�l 1-1- 4 SEWER LATERAL 8"VC SEWER MAIN 811 8"VC SEWER MAIN PVC WATER MAIN 6"SEWER LATERAL 2ND 8"PVC WATER MAIN i 0 6v'SE WER LATERAL 41'SEWER LATERAL 81f VC SEWER MAIN VC SEWER MAIN 8"P"C ��WATER MAIN 13"VC 8LEWER MAIN 6"SEWER LATERAL 2ND 8"PVC WATER MAIN 6"SEWER LATERAL 4"SEWER LATERAL 8"VC SEWER MAI N 177 BEACH AVE 03 m yE CITY OF ATLANTIC BEACH CONSTRUCTION PERMIT WITHIN CITY RIGHTS OF WAY AND EASEMENTS 800 Seminole Road 904-247- Aflanfic Beach,Florida 32233-5445 Fax 904-247-6845 Date-06/16/11 ERMIT# Job Address–BEACH AVE, between 2 ND Street&AHERN Street ISSUED BY THE CITY Permitee: AT&T Attn Kevin Clarke, EMAIL:G10982 - TT.COM — Telephone#Wk904-256-3230/ Permittee Address:8171 Baymeadows Way W, 3rd Floor, Jacksonville, FL 32256 Requesting Permission to Construct: AT&T Proposes maintenance work for Uverse service, there will be no cable placement on this*ob. There are three pit locations under concrete that need to be located and ooened. Job #1 3E68127N Kevin P.Shlirke Location: (R4 Cerence to Cross-Street)_BEACH AVE, between 2 &AHERN street 1. Applicant declares that prior to filing this application he has ascertained the location of all existing utilities, both aerial and underground and the accurate locations are shown on the sketches. A Letter of Notification was mailed to the following Utilities/Municipalities: Jacksonville Electric Authority Yes( ) No ( Date: Bell South Telephone Company Yes( ) No ( Date: Ferrell Gas Yes(X) No Date: 06/16/11 Comcast Yes(X) No Date: 06/16/11 2. Whenever necessary for the construction, repair, improvement, maintenance, safe and efficient operation, alteration or relocation of all, or any portion of said street or easement as determined by the Director of Public Works, any or all of said poles, wires, pipes, cables or other facilities and appurtenances authorized hereunder, shall be immediately removed from said street or easement or reset or relocated hereon as required by the Director of Public Works, and at the expense of the Permittee unless reimbursement is authorized. 3. All work shall meet City of Atlantic Beach or Florida Department of Transportation Standards and be performed under the supervision of Clint Combs (Contractor's Project Superintendent) located at Telephone#: 904-393-4958 4. All materials and equipment shall be subject to inspection by the Director of Public Works or his designee. 5. All city property shall be restored to its original condition as far as practical, in keeping with city specifications and the manner satisfactory to the city. 6. A sketch of plans covering details of this installation, as well as, a copy of a recent survey shall be made a part of this permit 7. This permittee shall commence actual construction in good faith with 60 days. If the beginning date is more than 60 days from date of permit approval, then permittee must review the permit with the Director of Public Works to make sure no changes have occurred in the area that would affect the permitted construction. 8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the City's right, title and interest in the land to be entered upon and used by the holder, and the Holder will, at all times, assume all risk of and indemnify, defend, and save harmless the City of Atlantic Beach from and against any and all loss, damage, and cost of expenses arising in any manner of the exercise or attempted exercises by the holder of the aforesaid rights and privileges. 9. The Director of Public Works shall be notified twenty-four (24) hours prior to starting work and again immediately upon completion. OWNER Signed:—Kevin Cla 'L.-am" Date: 06/16/11 Before me this day of Mj.JV—.—­in Co f Duval, pr 0 NotarV Public State of Florida State Of Florida,has personally appeared Susan A Allen Notary Public at Large,State of Flo6da, ounty of Duval. My Commission ODS29793 �I� expires: _'."I Iq ?-in,12- Exoires 12119/2012 LL nowg In. ersona ly K kEi I BURIED SYMBOL LEGEND 2ND ST N/, Prwwd ExIst1n; Dw1#1m WORK SAFELY!!! —8— —13— SUM CABLE —8,1— BUR AINT-TRENCH WORK LO ATION �—/\— ENCLO$WURE MAINTENANCE OF TRAFFI IST ST to ENCLOSURE V40RKERS WILL UTILIZE M.O.T. CASE #1 9 ®R I FOR THE PROPOSED WORK SHOWN MANHOLE THROUGHOUT THESE DRAWINGS, 1 PPE/CONWT CABLE MARKER ��EE 12RAWING AHERN ST BURIED Svc WRE FOR THE MOT. REFERRENCES r;�T�Tnwl SVC -------- N/A Bm SEE [�RAWINC, FOR EROSION CONTROL NOTES ATLANTIC N/A CUT PAVEMENT Ell.VD NIA SPLICING.PIT L��ATION, MAP 20010m NIA TRENCH LENODEPTH Lenn Morey ROW TO RESTORED BACK TO Cel 1: 9 64-303-19T6 ITS ORIGINAL CONDITION 00K PERMIT NOTES: OR BETTER TP15 PERMIT 15 FOR MAINT Volts to Ground V40RK REQUIRED FOR UVERSE APPROX RESTORAL COST $800 14.4 SERVICE IN AREA SPECIFIED APPROX JOB DURATION 2 DAYS Kevin P.Chu* wmtjE;W='fsP'xT TPERE V41LL BE NO PLACEMENT DEPENDANT UPON HOW MUCH TROUBLE IS FOUND ifA OF NEW CABLE ON T�415 JOB WNIAI x Pftm"WR ME= T�4ERE ARE 3 PIT LOCATIONS AORK 5AFEL-,! LOCATED UNDER CONCRETE NE NEED YOU' Con==n Note TPAT NEED TO BE LOCATED Verfig the integritV of ATTS bonds and crounds in all AND OPENED. existing splices entered ROPOSED TELEPHONE FACILITIES on this EWO. ON RIGHT OF WAY OF CONTACT INFORMATION FOR THE AT41 FACILITIES DIGGER (COTRACTOR); CALL BEFORE YOU DIG 1AW ATT-TELCO-672-020-006 ""M.LA CONSTRUCTION CORP.OF FLORNwk,INC IUIZ OR510N`Cl� III BEACH AV 'O.L DAVID CWA5E 268-03(.1(office) E,C��ga� 7501-56141 (call) 1-800-432-4770 JAX BCH L. NNY MO CONTACT INFOPM6TI N FOR THE ATIT CONTRACMR 5Uf!fRVI5,OR: I TWO FULL BUS�DAYS BEFORE YOU DIG j IT IS T4 WRACTORS RESPOK101LITY TO CONTAC, CLINT COMBS ("104) 03-1766 (office) UTILITY COWMIES PRIOR TO ANY COISTPAMION AS 904-T27-1540 (CI04) 708-1258 (call) TK LOCATM OF UTILITIES%OWN M I'M PLAT W APPROIKIMIE AM POSSISLY IWOMPLETC tfIEREFORE A�Ihor�zcfim 'AMPBELL '1104 348-3455 (office) SPLICINC. FOREMAN CER11FICATIO"to TIC LOCAMN OF ALL tMPGP&W (V' I im 4) 315-6681(cell) UTILITIES.Is WIT"CIA I 13EG8127N D,q. of V,CRK S,�,FELT� � Construl No I�E NEED YOU See W2 Verfiy the integrity of 0 03 bonds and ?rounds in all 3z— existing sp ices entered rn k on -this EWO. 0 t IAW -0 AT T-TELCC1-672-020-006 5 149 136 CALL BEFORE YOU DIG EXISTING 50 PAIR COPPER CABLE SPLICE UNOER CONCRETE DRIVE WAY ATT PEDESTAL PAVEMENT TO BE CUT CWT Cjt 7irl, Davement wifte 4 'long, 4'w:de ord .5 'deep. A totolc)f 8 sqft'of r ALM,�mlolvrw 135 32r povement willbe -emoved ar)d �estored. EXISTING 50 PAIR COPPER CABLE n i T7 125 133 Q EXISTING 200 PAIR COPPER CABLE CA&f rAON EXISTING 25 PAIR COPPER CABLE Volts to Ground 14.4 KV EXISTRING,200 PAIR mr— COPPE C BLE AA is 109 L AW WTAI N MWER POWIR CLEANINCE 120 4 1 Lenny Morey Cef 1; 904-303-11976 ------------------------- --R/W----------------------- L------------------------------ -EDP---------------------- 4TTSE PROPOSED TELEPHONE FACILITIES IST ST ON RIGHT OF WAY OF ------------- ------- CITY Of ATLANTIC BCH -C/L-- 2 177 BEACH AV TOC.0- - ----------------- --------------------------------- --EDP-- -7 JAX BCH PAVEMENT TO BE CUT 8 LENNY MOREY Cut ;n povemerit w�libe 4 '�Dng, 4'wide I Ph.�e: 8 sqft ol EXISTING 25 PAIR cnd 5'Oee�). A lo*alof ------ BRANCH SPLICE I COPPER CABLE 904-72T-1540 povemer)i willbe reTovej ano restored. UNDER CONCRETE 3 -R/W----------- ---------- k0TF:,-,'THER CAPLES 3MITTED FOR CLARJT'� CALL BEFORE YOU DIG Construction INE �EEC,' Ybb Ve,fiq the integrit f bonds and Kounds in oil existing sp ices onto ad on this EWO. I-Oft-432-4774 IAW ATT-TELCO-672-020-006 %YS BEFOW YOU DIC, CZ) m WTWICAIM TO M L��OF AL -NAP43" i----------------------- ---------------------------------------- 2ND ST -------------- ------------------- ------------------- --------------- ---------------- 193 195 197 19q m m 0 173 175�'177,1 r7 (CA 9 MON I Volte to Ground 194 ml NiAt w PRO"ll POWN CLE:;Fi i 14.4 KV SPLICE UNDER CONCRETE DRIVE WAY EXISTING 50 PAIR PAVEMENT TO BE CUT 7----AT7 PEDESTAL COPPER CABLE Cut in povement w0be 4 'iong. 4'�;oe 0�� s deep. A totdo. 8 sqft of Lenny Morey ocve,menf wifl0e removed ond restored, Ce((* 904-303--1976 EXISTING 50 PAIR COPPER CABLE 163 EXISTING 25 PAIR 178 COPPER CABLE 4 T TSE PROPOSED TELEPHONE FACLITIES ON KHT OF WAY OF CITY OF ATLANTIC BCH ITT BEACH AV JAX BCH LENNY MOREY PhD�e: p 904-T27-1540 LQ T E.0 1"-ER C A E L E -O)wg *2 13E68127N __QMl-_TED_FO R. CL A.,l F 5 6�1�izijll 4�22 5q NIA S�—Id— W—k Wit, M"o, Ac—ch—t Lo— Cl--o T—L.— Rood k2-15'F—In. the Edge of P--o-1 Wlthi, 2'of V— Edge of P—E—,t (T.o Fl�gg— Ope—i—I CITY PERMLT— (M—t--q t.,-W5y -aff- 11 t— --1 1.... � I LEGEND Ir i MID-BLOCK SID'--WALK C-OSURE CASE 2 11.0.T. CASE 0. CASE 3 M.0.T. W—k T—IBI L— — a MH,o, UI-b— S—eet 7— (M---g T—W�y T—ff-� III D T I- Mul., —1 .1 11 WIDTH FOP EACH TEI,IFCFAF- 7 LANE 1F Il C...CT BE-,.IN-11 C�s,I�CT-ST OF�SM 'ED.A 7`W.,"k III o, T'I'.".!'R. 4,S G 0.T. 4-1 C A S E 4 0 T <T> I —,":QUL ENTS SIGN S1ACI.G ""=`--Q�� T H---E EF, I­ITIE0 TO RF j__'__FIC _,ELIRR 'TO FE IS.——G——F TO 0-11 E....AS A.,EST.—1—AH T� OR -T '_STE1,1,1TI,11 11 1:11 11- A L. E�11S�T0.......0 [1 S"IS A-E-1151 1 11 ILL ITIEETI Ir IIII AAII IG BE—1—ILL A'——L B _ "_ OIT IS 11--F 1CCM­F 1-C.SIA.T 1ITI S�.01�AAD IFELIFIC.T­ ALL ROAD CROSSINGS SHA,L BE DONE'N III —I-B IE--.1 ALI I-EIIELI-OS....I 01 E CA,CROSS STREETS ARE TO BE RESTORE,TO TWO LANES OF TRAFFIC .4. D�FIIG ION-10FINC.-As, DENERAL NOTES I H.1. C IFI—Ii..-N-1 I BE IRST—EF. TnO�—11EI.,7 -LEC--IL11 G E--. I T"ER —11L—S—1.`IE EHBI -)c�E M.G. I I E`11-- 1 %� �AE 11—S—L BE—10—TG 11 LEIST�IIWIIC- BE I 1. TIIIIIIII 11 I.BIIZ�114G ILI' IllEIEDI�1.1 1 Io—HIE IS',IS I, ES.—IS. I _ I ZT I ATTSE —i"I-1.S—--L. E- I I F1111IEO CIII All a. T-f.LING11 L.ITEFI. -��CL-S-S—BE I'll I HL—EG. T HE. 1--lTl)II—I—IS N. FL.11I.OF IF TO T�BILL K, PROPOSED TELEPHONE FACILITIES Tl.�,�I 1"E -If''.L." IT E LAR IIAIFIC E—NEEINIL ON RIGHT OF WAY OF 1. 11 1TI 11 1-1 CI Ins:: CITY OF ATLANTIC BCH Fii� I ,11 is SET I S—L-I—I,T-111 Elljl­—I-SIL11 311-IBIP A —,I�EA,4po,.C.ORFLIA�L-8101- —S 1—1.:1-1.111.1—OF 1-- _E I Ol- C CN 1 T 10NS —4> A I IS I—T�1-1.--1.4 177 BEACH AV IT I S,%, S-1— T 0—S BEIO�I XIIIZO W, I'LL-11FRONT -A­NHi1S E 01— '1 11-1 ILI Exchcnqe; J BCH AX LENNY MOREY Ph-e: 904-727-1540 Authorizaiiam. 13EG8127N 4 Of 5 6/15/2011 4 22 59 PM EROSION CONTRIOL NOTES NIA N /,-CURB IHLEl D TE:'p'"'9' t'""'*'t �,EET THE STAKES. '.EXCAVATE A 4'.4' WIRE SCREEN COHCRITI ICI� q.T. lied co,dit--Al �h—_,, . dj,sted b151 d TRENCH LINE OF STAKES� 1. CADITION:ALL UTILITY LOCATIONS ARE APPROXIMATE AND MUST —e P—IF-- —h9cl—lil —p—t-1 BE LOCATED PRIOR TO CONSTRUCTION. SOILS FLOW RATES jCFSj 2. VEGETATION CCEARING WILL 'N C.h-- I M—C-he 'PT TO THE ABSOLUTE V,,q Light (5 BE KL Ol, ;Wn A:— I-- F— MINIMUM NECESSARY FOR CONSTRUCTION. 'F Clay�ards Cio­e -d Light >5 <To d—te �10 cS 3. M4TFRIAL RESULTING FORM EXCAVATION WILL NOT 61 PLACED H-y >15 <25 FLOW 8'MIN. "I'l e 1,1 1-1,Lo— IN SICH A MANNER THAT IT IS DISPERSED BY CURRENT OR $,It L.— iV.,y H—y )25 <40 3.STAPLE FILTER A,HACKFILL AND OTHER FORCES.THE MATERIAL S�OULD BE COLLECTED AND 7��E-1 RAVEL ELLIE I MATERIAL TO STAKES COMPACT THE CONTAINED AT ONE SITE AS APPROPRIATE, 1,V—,Light—P-C.h-L- AND EXTEND IT INTO EXCAVATED SOIL. WIFE SCREEN THE TRENCH. 4. HEAV(EGUIPMENT WORIIING III WETLANDS WILL BC VLACEO C14 RUNOFF —ERFLDP 6 1 X- —1 - Z�� FILTEREO FILTERED WATER T,p.1 -C�h-- MATS OR LOW GROUND PRESSURE EOUIPMENT USED DURINO TET WrT�p___ I - I Light N— WATER A,,d L RED]. O�ERFL� CONSTRUCTION TO IMIT SOIL DISTURBANCE TO THE MINIMUM Fl Type III M,d-ate 't AREA REOUIRED TO INSTALL THE FIBER OPTIC SISTFM ONLY. �vx N A,d W�16 4 _C NO STAGING AREAS OR TEMI CRARY ACCESS ROADS WILL BE _q,R Ph EDI�EIT C INLET SEOIMZNT 1, S ORB OF I NILE T,,:Ph PLACED III WETLANDS. TOO OR T He—y-Cohes­ APPROPRIATE SP TATION 4110 EROSION C014TROLS WILL BE SECll,E.T W T. ,HRE SCREEN SPECIFIC APPLiCATIUN — '-h USED AND MAINITAINEO 114 EPFECTIVE OPERATING CONDITION SPECIFIC APPLICATION CONSTRUCTION OF A FILTER BARRIE DURING CONSTRUCTION,AND A-L EXPOSED SOIL AND FILLS 1 -2+ POINTS A El I ' BE PERMANENTLY STABILIZED AT THE EARLIEST THIS METHOD OF INLET WILL PROTECT IGN IS APPLIC�BLE PRACTICABLE DATE. THIS METHOD INLET PPOT�71STI&� WHERE HEAVY FLDWS ARE "'CHART PLAN SHOULD BE OF CUR13 INC 160 150 220 2W 300 35- HIGHER IS APPLICABLE AT EXPECTED A14D WHERE AN I Sp-- L�Fee,) WHERE AN OVERFLOW CAPABILITY I OVERFLOW CAPACITY IS THAN 6 7. SEDIMENT CONTROL PENCE SILT FFNCc)�HOULD K vATIDN4 -b' INSTALLED AND MAINTAINED FOR THE 6URATIDN OF THE EICESSIVE 1 '7 NECESSARY TO PREVENT NEESSIRY TO PREVENT REEGmMENDED SPACING FOR TYPE I AND TiPE IT ELE WILL BE'INSTALLED ALONG A14D PONOING IN FRONT (,IF THE EXCESSIVE -DINGING AROUND HAY BALE BARRIERS,AND TYPE ]H AND TIRE IV CONSTRUCTION.SILT FENCE S TRUCTURE, THE STRjCTURE. SILT FENCES ANN PAVED DITCH HAI BALE PRO IRIE WITHIN RIGIFT-OF-WAY Lll�r 112 T AWAY FROM EDGE OF BARRIERS IN A DRAINAGE WAY R.O.W.).IF BODY OF WATER DR POTENTIAL WEILAND 15 BL DCK & GRAVEL CURB BLOCK I GRAVEL DROP SPACING RECOMMENDATION FDA LCCATED WITHIN 60-1 FROM THE EDGE OF THE R.C.W.ANY LNLET SEDIMENT FILTER INLET-SEDIMENT FILTER SILT FENCES MAY BALES FILTER BARRIER CONSTRUCTION DETAIL OTHER SIT'JATIONS WILL BE APPROVED BY THE ENGINEER. N.T.S, �D-Roz� N.T.S. S. WHEN DONE TRJC TIN,lN WETLANDS.THE TOP 6 TO 12 INCHES DROP INLET CCMPACIF�lQN- TO $11KED !.SET -O5T5 AND 2.5TAPLE WjR IAIED AND ENTRENCEO COMPACIED SUIT. OF THE TRENCH WILL BE BACK FULLEJ WITH �OPSOIL r�cm IST-AP B-IE EXCAVATE A 4'.4' FFNCING TO H STRAW BALE TO PREVENT PIPI THE -RFIFH. "OF, TRENCH UPSLOPE POSTS SEDIMENT ATER LA FILTERED ALONG THE LINE OF LADEN RU14OFF 9. EiCESS MATERIAL WILL BE REMOVED FROM THE WEILAND AND 0 POSTS WollE BINDING WIRE ]NLET WITH ORATE �AEVENT WATER -IATELT OPEN -�!�-/41EE -SH WITH OR TWINE PLACED ON UPLAND AREAS 1WED 041EI FILTER /F RUNOFF WATER ILTE9 FABRIC CONSTRUCTION. lr�, !Fj�.�LTER WATER F ITE BE,, RUNOFF BALES STAKED Ijj 10. EXPOSED SLOPES OF STREAM BANKS WILL BE RESTORED TO THEIR ORIGINAL CONTOURS AND STABILIZED IMMEDIATELY UPON "T' CURB WITH 2 STAKES PER BOLE CURB INLET SEDIMENT- 1. INLET HAY BA�E SEDIMENT FILTER CCMFLETI��OF CONSTRUCTION. CONCRETE G.TIE�R 5RAVEL CURB INLE 5EDIHE�I 111-TER SPECIFT APPLICATIDN SPECIFIC APPLICATION THIS METHOD C= INLET PROTECTION IS APPLICABLE wHER ]CATTAC�—THE 4.8ACKFILL ANE IL. ANY TEMPORARY FILfS 14UST BE REMOVED IN THEIR FNTTRET� T A CP055-SECTION G,A PROPER0 AND THE AFFECTED ARIAS RETURNED TO THEIR 7RE-EXISTING THIS METHOD OF INLET PR GH AINLETT DRAINS.-RE,ATIVELY FLAT AREA iSLO-ES NO WILTER F BRIC TO COMPACT THE INSTALt'l)STRAW 8 OTECTIOTIS HLE TER HAN 5,ERCENTIWHERE SHEET OR OVERLAND THE WIRE FENCE EXCAVATED SOIL, kE CONDITION. APPLICABLE AT CURB INLETS WHERE FLOWS (NOT EXEC DING 0,5 fs)ARE T�PICAL.THE YETH AND EXTEND IT STAKED HAY SALE RCYNCING IN FRDNI OF THE STRUCTURE '§HAILL NGT APPLY TO INLETS RECEIVING CONCENTRATED 1?. ANY DISTURBED AREA WILL BE RE-SEEDED WITH NATiVE CRASS E OR MS. c All -ENCE SHOULD BE REMOVED NOT LIK IFY TO CAUSE INCONVENIENCE )PLOWS SUCH(15 IN I D AG HIGHWAY MEDIA' INTO THE TREN*6 SEEDS:AND SEDIMENT CONTROL AM E TO ADJACENT STRUCTURES ANC IT, U U BO IF 11 'C UnN COMPI ETION CONSTRJC'�ION MMEOIATELY. NPR TECTED AREAS. BURLAP FA !C RUNOFF FILTERED WITH SEDIMENT EL WATER 8-.1. HUM ap— S'.RMEN_ WATER -.9 WHEN CONSTRUCTING IN CIT,f LIMITS.ALL ROADWA, DRAINS A T TSE -WITH k- SUCH AS 114LETS 14EAR CORES Of',DROP 114LET ON ROADWAY RE LOCATED IN THE'R.O.W,,SH4LL BE PROTECTED PROPOSED TELEPHONE FACILITIES EITCIISIOIL DI WHICH INTO T-E TRENCH� ON RIGHT OF WAY OF w FABRIC AND WIRE ITH TAPICAL INLET SEDIMENT FiLTERS�THESE FILTERS WILL BE ELL ERED BUTRILAP FABRI( CITY OF ATLANTIC BCH WA El r REMOVED IMMEDIATEL, -TPOh COMPLETION OF CONSTRUCTION. IREID[ME TER W,E' A.Wul GRFoV­FlAND-­WIRF M SH DROP jNL[l SLDIi`ENT I'LTER F11 TER FABRI-1 'ABIRI c CIFIC APPLICATION. FQRIC SEDIMENT FILTEA 14. ALL CABLE MARKERS TO BE FLACED AS FAR BACK TO R.O.W. THIS METHOD 0,�114LET PROTECTION IS SPECIFIC APPLICATION LINE AS POSSIBLE. ITT BEACH AV C - THIS METHOD OF INLET PROTECTION IS APPLICABLE '-Rd APPLICABLE WHERE HEAVY CON ELI T RATED FLOWS ARE E�PECTED.BUT THE INLET DRAINS A RELATIVELY FLAT AREA SLOPES NO T 15. ALL HARD SURFAC, THOROUGFFAR-S TO BE DIRECTIONAL U SEE DROP FILE T WHERE PDNOING AROUND T I BORED MINIMUM 36 INCHES KtOW SURFACE,MINIMUM 5 FT [,,�hRFQB: N HE ORE TER TH414 5 PERCE11T)WHERF S-EC7 OR DVERLAND SEDIMENT IRAP�D-9 51 5T RUCTURE MIGHT CAUSE EXCESSIVE FLOWS�NDT EXCEEDING 0.5�f��ARE TIP;C IN S NOT APPI Y TO INLETS RECEIVING 'L , `TF ERECT SEDIMENT BARRIERS FROM EDGE OF PAVEMENT TO BE JAX BCH CONVENIENCE OR DAMAGE TO HA C "�'TNIEM'CT" ADJACE� NT STRUCTURES AN�C FLDRS.SUCH AS IN STREET OR HTCHWA, MEDIANS. UNPRDTEC T ED AREAS. !CONSTRUCTION DETAILS FOR SILT FENC AT CATCH BASING 16. ALL HARD SURFACE DRIVEWAYS TO BE DIRECTIONAL DRILLED. LENNY MOREY __GRAVEL INLET SMITIENT TRAP (T Y-I DROP-INCET SE-01MENT TRAP CAL I PhoTe: 904-727-1540 [Authorizzotion: 13EG8127 D.g. 5 of 6/15/2011 4:22:59 PM