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14 DUTTON ISL RD ROW PERMJOB OBJECTIVE: -PLACE NEW CABINET IN THE ROW OF DUTTON ISLAND RD E NE THE NEW CABINET WILL BE PLACED ON A 4'X 5' CONCRETE PA -HANDTRENCH ONE 4" CONDUIT FROM THE NEW CABINET AT A 30" X 48" HANDHOLE. -HANDTRENCH ONE 4" CONDUIT FROM THE NEW HANDHOLE TC AT&T CONDUIT AT A DEPTH OF 30". SYMBOL LEGEND Proposed Existing Description AERIAL CABLE e BURIED CABLE e —BJ— BUR JOINT -TRENCH BJ 0 Q BST POLE POWER POLE —� - < ANCHOR & GUY —4_ PB 4E PB PUSH BRACE ENCLOSURE �J Z� ENCLOSURE MANHOLE PIPE/CONDUIT CACAO CA-MKR CABLE MARKER AERIAL SVC WIRE --B-- - — B — - BURIED SVC WIRE '- —&'--- - - _Bj_ - - JOINT -TRENCH SVC -------- N/A BORE N/A CUT PAVEMENT i I N/A SPLICING PIT 200'0(M N/A TRENCH LENODEPTH MAINTENANCE OF TRAFFIC WORKERS WI LL UTI LI ZE M. 0. T. CASE #602 AND CASE #660 FOR THE PROPOSED WORK SHOWN THROUGHOUT THESE DRAWINGS. MAYPORT RD (S 1985 MAYPORT RD). OF 30" TO THE NEW THE END OF THE EXISTING Permit submittal pians were prepared under the responsibility charge of Utility Company full-time employee Jonathan Maurer and are exempt from the signing and sealing requirements prescribed in Section 471 of the Florida Statutes. CONTACT INFORMATION FOR THE AT&T BUILD SUPERVISOR: JEFF SMITH ( 904) 614-3037 ADAM GI LLESPI E ( 904) 614- 1/21/2019 7:34:05 AM Jonathan Maurer NOTE TO PERMITTING AGENCY: THE BELOW INFORMATION IS THE ORIGINAL DRAFT PERSON WHO HAS DETAILED FIELD KNOWLEDGE OF THE PROPOSED WORK TO BE PERFORMED ON THIS PERMIT REQUEST, AND SHOULD BE THE FI RST POI NT OF CONTACT WI TH QUESTI ONS REGARDI NG THESE FI ELD CONDI TI ONS AND/OR CORRECTI ONS TO THIS PERMIT. TONY PELLEGRI NI ( 904) 727-1546 N/A CALL BEFORE YOU DIG Y FLORIDA i I I I 3 I I 1 I I BUS STOP AT&T t MANHOLE j I r I I I I - R/W------------I SIDEWALK DUTTON ISLAND RD W ------ SIDEWALK Y J a 3 w TRAFFIC LIGHT o POLEco -R/W ------------ 1 t I I I I I 3 cr 1/21/2019 9: 17: 50 AM I J U 0 J U 3 0 0 \ U i I U 0 - 1 Y I f 3 I I "YD I f W I � 0 1 j j U io U) u� I I f � STREEY ^ ✓ LIGHT I POLE I i I I I I F j j ----------- ------ - RIW-- 1 11 I I NORMORAIN TRAF L I CONT RA F El BOX f� I Q i POLE O SXING IGN ■:: I I POST ------------------ I I I I STORM MAINSDRIVEWAZY I 1 — I I m \ I i o o CD � 22�� EXIST NG ' Y 1 3 C'.QNDUI I I LU o II J 000 V 00 U 00 in R/W---------- B0C N DUTTON ISLAND RDE BOC �0co )f -T- a\W—R/W---------- CROSS SECTION LOOKING EAST BOC- DUTTON ISLAND RD E ------- ---------------------N -C/L- a � o Rflf CO LL) n NEW NEW HH CABINET 4' SIDEWALK 4' SIDEWALK _ _--- -- -----I ------------- 1 PROPOSED I CONDUIT POWER/ 1 PROPOSED POLE CONDUIT 3 CONNECT CONDUITS ", TOGETHER I NOTE: OPEN CUT SIDEWALK TO ACCESS EXISTING CONDUIT & PLACE NEW NEW CONDUIT. 20' X 4' SECTION S/W = 80 SO FT NOTE: NO OTHER UTILITIES VISIBLE IN FIELD ra,r L' IFL3' � PROPOSED CONDUIT --,007mxaloovl -;lau4-46� Jonathan Maurer NOTE: OTHER CABLES OMITTED FOR CLARITY A TTSE )SED TELEPHONE FACILITIES ON RIGHT OF WAY OF ATLANTIC BEACH S 1985 MAYPORT RD 904246 Pellegrini, Tony Phone: 904-727-1546 Authorization: 83E68188N Dwg. 2 of 5 END ROAD WORK I A ROAD WORK AHEAD DOIJBL EDGE PF ESENT DISTANCE BETWEEN SIGNS Speed Spacing (ft.) A B 40 mph or less 200 200 45 mph 350 350 50 mph or greater 500 500 `Midway between signs. 1/21/2019 7:34:06 AM r' am E ■ ■ F//A NIS B Taper Length = )5L Work—Y//// Area See Table II Device Spacing -Taper Device Spacing -T: See Table I i See Table 1 SYMBOLS ® Work Area ■ Channelizing Device (See Index 102-600) D Work Zone Sign b Lane Identification + Direction of Traffic 1/21/2019 7:34:06 AM r' am E ■ ■ F//A NIS B Taper Length = )5L Work—Y//// Area See Table II Device Spacing -Taper Device Spacing -T: See Table I i See Table 1 GENERAL NOTES 1. When four or more work vehicles enter the through traffic lanes in a one hour period or less (excluding establishing wind terminating the work area), the advanced FLAGGER sign shall be substituted for the WORKERS sign. For location of flaggers and FLAGGER signs, see Index 102-603. 2. SHOULDER'NORK sign may be used as an alternate to the WORKER symbol sign only on the side where the shoulder work is being performed. 3. When a side road intersects the highway within the TTC zone, additional TTC devices shall be placed in accordance with other applicable TCZ Indexes. 4. For general 1 CZ requirements and additional information, refer to Index 102-600. ROAD WORK AREA[ A a b n � END ROAD WORK 500' DURATION NOTES 1. Signs and channelizing devices may be omitted if all of the following conditions are met: a. Work operations are 60 minutes or less. b. Vehicles in the work area have high-intensity, rotating, flashing, oscillating, or strobe lights operating. Table I Table II Taper Length - Device Spacing Max. Distance Between Devices (ft.) Speed Cones or Type I or Type II (mph) Tubular Markers Barricades or Vertical Notes (mph) Panels or Drums Taper Tangent Taper Tangent 25 25 50 25 50 30 to 45 25 50 30 50 50to 70 25 50 50 100 GENERAL NOTES 1. When four or more work vehicles enter the through traffic lanes in a one hour period or less (excluding establishing wind terminating the work area), the advanced FLAGGER sign shall be substituted for the WORKERS sign. For location of flaggers and FLAGGER signs, see Index 102-603. 2. SHOULDER'NORK sign may be used as an alternate to the WORKER symbol sign only on the side where the shoulder work is being performed. 3. When a side road intersects the highway within the TTC zone, additional TTC devices shall be placed in accordance with other applicable TCZ Indexes. 4. For general 1 CZ requirements and additional information, refer to Index 102-600. ROAD WORK AREA[ A a b n � END ROAD WORK 500' DURATION NOTES 1. Signs and channelizing devices may be omitted if all of the following conditions are met: a. Work operations are 60 minutes or less. b. Vehicles in the work area have high-intensity, rotating, flashing, oscillating, or strobe lights operating. 8' minimum shoulder width 1§L = Length of shoulder taper in feet W = Width of total shoulder in feet (combined paved and unpaved width) S = Posted speed limit (mph) CONDITIONS WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH THE AREA CLOSER THAN 15' BUT NOT CLOSER THAN 2' TO THE EDGE OF TRAVEL WAY. \ N;A - A TTSE PROPOSED TELEPHONE FACILITIES ON RIGHT OF WAY OF ATLANTIC BEACH S 1985 MAYPORT RD Exchange: 904246 Designer: Pellegrini, Tony Phone: 904-727-1546 Authorization: 83E68188N Dwg. 3 of 5 Table II Taper Length - Shoulder AL (ft) Spm Notes (mph) 8' 10, 12' Shldr. Shldr. Shldr. 25 28 35 42 L= WS' 60 30 40 50 60 35 55 68 82 40 72 90 107 45 120 150E2600 L=WS 50 133 167 55 147 183 60 160 200 65 173 217 70 187 233 280 8' minimum shoulder width 1§L = Length of shoulder taper in feet W = Width of total shoulder in feet (combined paved and unpaved width) S = Posted speed limit (mph) CONDITIONS WHERE ANY VEHICLE, EQUIPMENT, WORKERS OR THEIR ACTIVITIES ENCROACH THE AREA CLOSER THAN 15' BUT NOT CLOSER THAN 2' TO THE EDGE OF TRAVEL WAY. \ N;A - A TTSE PROPOSED TELEPHONE FACILITIES ON RIGHT OF WAY OF ATLANTIC BEACH S 1985 MAYPORT RD Exchange: 904246 Designer: Pellegrini, Tony Phone: 904-727-1546 Authorization: 83E68188N Dwg. 3 of 5 SYMBOLS MWork Area ■ Channelizing Device Work Zone Sign CR Required Locations For Either Temporary Or Permanent Curb Ramps. Lane Identification + Direction of Traffic Pedestrian Longitudinal Channelizing Device (LCD) with Mounted Work Zone Sign or separate Work Zone Sign H Pedestrian Longitudinal Channelizing Device (LCD) BTemporary Sidewalk 1. When encroaching work requires a sidewalk closure for 60 minutes or greater, provide an aftemate pedestrian route. 2. For spacing of vehicular Channelizing Devices, see applicable vehicular temporary traffic control Indexes. 3. Cover or deactivate pedestrian traffic signal display(s) controlling closed crosswalks. 4. For post mounted signs located near or adjacent to a sidewalk, maintain a minimum 7' clearance from the bottom of the sign panel to the surface of the sidewalk. 5. Provide a 5' wide temporary walkway, except where space restrictions warrant a minimum width of 4'. Provide a 5'x 5' passing space for temporary walkways less than 5' in width at intervals not to exceed 200'. GENERAL NOTES: 6. Provide a cross -slope with a maximum value of 0.02 for all temporary walkways 7. Maintain temporary walkway surfaces and ramps that are stable, firm, slip -resistant, and free of any obstructions or hazards such as holes, debris, mud, construction equipment, and stored material. 8. Remove temporary walkways immediately after reopening of the sidewalk, unless otherwise noted in the plans. 9. Meet the requirements of Index 522-002 for temporary curb ramps. 10. Place pedestrian longitudinal Channelizing device(s) across the full width of the closed sidewalk. For temporary walkways, similar to the Sidewalk Diversion, place LCDs to delineate both sides of the temporary walkway. 11. For sidewalk diversions, ensure that there is sufficient RAN for placement of temporary sidewalk and pedestrian longitudinal channelizing devices. AHF1iD ' CROSSWALK CLOSURE AND PEDESTRIAN DETOUR 1/21/2019 7:34:06 AM SIDEWALK DETOUR SIDEWALK DIVERSION VA L��� PEDESTRIAN WALKWAY A TTSE PROPOSED TELEPHONE FACILITIES ROAD ON RIGHT OF WAY OF WORK ATLANTIC BEACH AHFAD S 1985 MAYPORT RD Exchange: 904246 Designer: Pellegrini, Tony Phone: 904-727-1546 Authorization: 83E68188N Dwg. 4 of 5 CURB INLET FLOW RATES CFS Cohesive Non -Cohesive WIRE SCREEN CONCRETE BLOCK Fine Sand Cloy Sands Course Sand ri O Clays Gravels Moderate >10 <15 Hardpans Sandy Loam Heavy >15 -525 �"a8 ma Silt Loam Very Heavy >25 <40 Type IV Heavy N.T.S. (D-906) Non -Cohesive And 2 Very Heavy-Cohesiv( STAKED AND ENTRENCED COMPACTED SOIL 'STRAW BALE Pa ed Ditch ` 1 TRENCH UPSLOPE POSTS ALONG THE LINE OF SEDIMENT BINDING WIRE LADEN RUNOFF °FILTER WIRE �-- SCREEN GRAVEL GRAVEL FILTER WIRE SCREEN RUNOFF S-/ "WOODSTUD A/•' OVERFLO) RUNOF]�IWATER WITH MENTT SEDIMENT SPECIFIC APPLICATION SPECIFIC THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. BLOCK & GRAVEL CURB INLET SEDIMENT FILTER FILTERED WATER SEDIMENT' THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AIV OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROJND THE STRUCTURE. BLOCK & GRAVEL DROP INLET SEDIMENT FILTER N.T.S. I'D -904) DROP INLET COMPACTED. SOIL TO WITH GRATE PREVENT PIPING RUNOFF ❑ ❑ ❑ ❑ ❑ -� WATER _ ❑ o WITH - ,p NOTE: Spacings shown in this chart are based on generalized conditionsand should be adjusted based on actual site Derformance or hvdroulic comoutotions. SOILS FLOW RATES CFS Cohesive Non -Cohesive Very Light <5 Light >5 <10 Firm Loam Fine Sand Cloy Sands Course Sand And Moderate -Cohesive Clays Gravels Moderate >10 <15 Hardpans Sandy Loam Heavy >15 -525 o Silt Loam Very Heavy >25 <40 �f ❑ ❑ t SEDIMEIS WATER POSTS RE M SH OATH - ❑ ❑ 11111 UPI OR TWINE GAVEL FILTER ❑ ❑ ❑ ❑ -= qln 111111 . RUNOFF WATER 12" ILTER FABRIC , q,lp11111 11 — n I FILTERE\ .I1111 IN' ILTER WATER � STRAW BALES STAKED ^ A r CURB .0 WITH 2 STAKES PER BALE A P SEDIMENT INLET .HAY BALE SEDIMENT FILTER CONCRETE GUTTER GRAVEL CURB INLET SPECIFIC APPLICATION SEDIMENT FILTER 4" SPECIFIC APPLICATION THIS METHOD OF INLET PRO- ECTION IS APPLICABLE WHERE 3. ATTACH THE 4. BACKFILL Al THIS METHOD OF INLET PROTECTION IS THE INLET DRAINS A RELATV ELY FLAT AREA (SLOPES NO FILTER FABRIC TO COMPACT THE GREATER THAN 5 PERCENT) WHERE SHEET OR OVERLAND THE WIRE FENCE APPLICABLE AT CURB INLETS WHERE FLOWS (NOT EXCEEDING 0.5 cfs) ARE TYPICAL. THE METHOD AND EXTEND IT EXCAVATED SO PONDING IN FRONT OF THE STRUCTURE I SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED INTO THE TREN NOT LIKELY TO CAUSE INCONVENIENCE 0 FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. BURLAP FABRIC STAKES::.:: WITH SEDIMENT RUNOFF RAVEL 12" F WATER 1�-�1 8� MIN. MIN. DEPTH) J RUNOFF WATER yATERD _ -WITH SEDIMENT� *DIMENT _ f EXTENSION OF ��J = FABRIC AND WIRE BUR ED INTO THE TRENCH. i!* — BURLAP FABRIC FILTER FABRIC GRAVEL AND WIRE MESH DROP INLET SEDIMENT FILTER FILTER FABRIC SPECIFIC APPLICATION. FABRIC SEDIMENT FILTER THIS METHOD OF INLET PROTECTION IS SPECIFIC APPLICATION APPLICABLE WHERE HEAVY CONCEN- THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE TRATED FLOWS ARE EXPECTED, BUT Type I Very Light non -Cohesive I � And Light -Cohesive s 50 100 150 200 250 300 350 400 CHART I Spacing (In Feet) Type 11 Light Non -Cohesive RECOMMENDED SPACING FOR TYPE I AND TYPE If And Moderate -Cohesive HAY BALE BARRIERS, AND TYPE III AND TYPE IV SILT FENCES AND PAVED DITCH HAY BALE Type III Moderate "4 Non -Cohesive And o Heavy -Cohesive 03 Type IV Heavy N.T.S. (D-906) Non -Cohesive And 2 Very Heavy-Cohesiv( STAKED AND ENTRENCED COMPACTED SOIL 'STRAW BALE Pa ed Ditch STRAW BALE TO PREVENT PIPING 1 TRENCH UPSLOPE POSTS ALONG THE LINE OF SEDIMENT BINDING WIRE LADEN RUNOFF �f ❑ ❑ t SEDIMEIS WATER POSTS RE M SH OATH - ❑ ❑ 11111 UPI OR TWINE GAVEL FILTER ❑ ❑ ❑ ❑ -= qln 111111 . RUNOFF WATER 12" ILTER FABRIC , q,lp11111 11 — n I FILTERE\ .I1111 IN' ILTER WATER � STRAW BALES STAKED ^ A r CURB .0 WITH 2 STAKES PER BALE A P SEDIMENT INLET .HAY BALE SEDIMENT FILTER CONCRETE GUTTER GRAVEL CURB INLET SPECIFIC APPLICATION SEDIMENT FILTER 4" SPECIFIC APPLICATION THIS METHOD OF INLET PRO- ECTION IS APPLICABLE WHERE 3. ATTACH THE 4. BACKFILL Al THIS METHOD OF INLET PROTECTION IS THE INLET DRAINS A RELATV ELY FLAT AREA (SLOPES NO FILTER FABRIC TO COMPACT THE GREATER THAN 5 PERCENT) WHERE SHEET OR OVERLAND THE WIRE FENCE APPLICABLE AT CURB INLETS WHERE FLOWS (NOT EXCEEDING 0.5 cfs) ARE TYPICAL. THE METHOD AND EXTEND IT EXCAVATED SO PONDING IN FRONT OF THE STRUCTURE I SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED INTO THE TREN NOT LIKELY TO CAUSE INCONVENIENCE 0 FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. BURLAP FABRIC STAKES::.:: WITH SEDIMENT RUNOFF RAVEL 12" F WATER 1�-�1 8� MIN. MIN. DEPTH) J RUNOFF WATER yATERD _ -WITH SEDIMENT� *DIMENT _ f EXTENSION OF ��J = FABRIC AND WIRE BUR ED INTO THE TRENCH. i!* — BURLAP FABRIC FILTER FABRIC GRAVEL AND WIRE MESH DROP INLET SEDIMENT FILTER FILTER FABRIC SPECIFIC APPLICATION. FABRIC SEDIMENT FILTER THIS METHOD OF INLET PROTECTION IS SPECIFIC APPLICATION APPLICABLE WHERE HEAVY CONCEN- THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE TRATED FLOWS ARE EXPECTED, BUT I I Tenhporark Sad I � I FLOW POINTS A PLAN SHOULD BE I HIGHER 50 100 150 200 250 300 350 400 CHART I Spacing (In Feet) THAN B RECOMMENDED SPACING FOR TYPE I AND TYPE If ELEVATION HAY BALE BARRIERS, AND TYPE III AND TYPE IV SILT FENCES AND PAVED DITCH HAY BALE PROPER PLACEMENT OF A FILTER BARRIER BARRIERS INA DRAINAGE WAY SPACING RECOMMENDATION FOR FLOWS. SUCH AS IN STREET SILT FENCES & HAY BALES FILTER BARRIER CONSTRUCTION DETAIL N.T.S. (D-906) N.T.S. (D-910) STAKED 1. SET POSTS AND 2. STAPLE WIRE STAKED AND ENTRENCED COMPACTED SOIL 'STRAW BALE EXCAVATE A 4"x4" FENCING TO THE STRAW BALE TO PREVENT PIPING , FILTERED TRENCH UPSLOPE POSTS ALONG THE LINE OF SEDIMENT BINDING WIRE LADEN RUNOFF �f ❑ ❑ t SEDIMEIS WATER POSTS RE M SH OATH - ❑ ❑ 11111 UPI OR TWINE GAVEL FILTER ❑ ❑ ❑ ❑ -= qln 111111 . RUNOFF WATER 12" ILTER FABRIC , q,lp11111 11 — n I FILTERE\ .I1111 IN' ILTER WATER � STRAW BALES STAKED ^ A r CURB .0 WITH 2 STAKES PER BALE A P SEDIMENT INLET .HAY BALE SEDIMENT FILTER CONCRETE GUTTER GRAVEL CURB INLET SPECIFIC APPLICATION SEDIMENT FILTER 4" SPECIFIC APPLICATION THIS METHOD OF INLET PRO- ECTION IS APPLICABLE WHERE 3. ATTACH THE 4. BACKFILL Al THIS METHOD OF INLET PROTECTION IS THE INLET DRAINS A RELATV ELY FLAT AREA (SLOPES NO FILTER FABRIC TO COMPACT THE GREATER THAN 5 PERCENT) WHERE SHEET OR OVERLAND THE WIRE FENCE APPLICABLE AT CURB INLETS WHERE FLOWS (NOT EXCEEDING 0.5 cfs) ARE TYPICAL. THE METHOD AND EXTEND IT EXCAVATED SO PONDING IN FRONT OF THE STRUCTURE I SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED INTO THE TREN NOT LIKELY TO CAUSE INCONVENIENCE 0 FLOWS, SUCH AS IN STREET OR HIGHWAY MEDIANS. DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. BURLAP FABRIC STAKES::.:: WITH SEDIMENT RUNOFF RAVEL 12" F WATER 1�-�1 8� MIN. MIN. DEPTH) J RUNOFF WATER yATERD _ -WITH SEDIMENT� *DIMENT _ f EXTENSION OF ��J = FABRIC AND WIRE BUR ED INTO THE TRENCH. i!* — BURLAP FABRIC FILTER FABRIC GRAVEL AND WIRE MESH DROP INLET SEDIMENT FILTER FILTER FABRIC SPECIFIC APPLICATION. FABRIC SEDIMENT FILTER THIS METHOD OF INLET PROTECTION IS SPECIFIC APPLICATION APPLICABLE WHERE HEAVY CONCEN- THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE TRATED FLOWS ARE EXPECTED, BUT THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPES NO NOT WHERE PONDING AROUND THE GREATER THAN 5 PERCENT) WHERE SHEET OR OVERLAND STRUCTURE MIGHT CAUSE EXCESSIVE FLOWS (NOT EXCEEDING 0.5 cfs) ARE TYPICAL. THE METHOD INCONVENIENCE OR DAMAGE TO SHALL NOT APPLY TO INLET; RECEIVING CONCENTRATED ADJACENT STRUCTURES AND FLOWS. SUCH AS IN STREET OR HIGHWAY MEDIANS. UNPROTECTED AREAS. GRAVEL INLET SEDIMENT TRAP DROP INLET SEDIMENT TRAP (D-903) 1/21/2019 7:34:09 AM CONSTRUCTION DETAILS FOR SILT FENCES (D_909) CROSS-SECTION OF A PROPERLY INSTALLED STRAW BALE STAKED HAY BALE � �o°°8g�ao8s o0 8 0 00'0°0 LLJJee 0 g°� o00 "O 0 Y ° SEE DROP INLET SEDIMENT TRAP (D-905) ERECT SEDIMENT BARRIERS INT CATCH BASINS (TYPICAL) EROSION CONTROL NOTES 1. CAUTION: ALL UTILITY LOCATIONS ARE APPROXIMATE AND MUST BE LOCATED PRIOR TO CONSTRUCTION. 2. VEGETATION CLEARING WILL BE KEPT TO THE ABSOLUTE MINIMUM NECESSARY FOR CONSTRUCTION. 3. MATERIAL RESULTING FORM EXCAVATION WILL NOT BE PLACED IN SUCH A MANNER THAT IT IS DISPERSED BY CURRENT OR OTHER FORCES. THE MATERIAL SHOULD BE COLLECTED AND CONTAINED AT ONE SITE AS APPROPRIATE. 4. HEAVY EQUIPMENT WORKING IN WETLANDS WILL BE PLACED ON MATS OR LOW GROUND PRESSURE EQUIPMENT USED DURING CONSTRUCTION TO LIMIT SOIL DISTURBANCE TO THE MINIMUM AREA REQUIRED TO INSTALL THE FIBER OPTIC SYSTEM ONLY. 5. NO STAGING AREAS OR TEMPORARY ACCESS ROADS WILL BE PLACED IN WETLANDS. 6. APPROPRIATE SILTATION AND EROSION CONTROLS WILL BE USED AND MAINTAINED IN EFFECTIVE OPERATING CONDITION DURING CONSTRUCTION, AND ALL EXPOSED SOIL AND FILLS WILL BE PERMANENTLY STABILIZED AT THE EARLIEST PRACTICABLE DATE. 7. SEDIMENT CONTROL FENCE (SILT FENCE) SHOULD BE INSTALLED AND MAINTAINED FOR THE DURATION OF THE CONSTRUCTION. SILT FENCE WILL BE INSTALLED ALONG AND WITHIN RIGHT-OF-WAY LINE (12 FT AWAY FROM EDGE OF R.O.W.)_ IF BODY OF WATER OR POTENTIAL WETLAND IS LOCATED WITHIN 60 FT FROM THE EDGE OF THE R.O.W. ANY OTHER SITUATIONS WILL BE APPROVED BY THE ENGINEER. 8. WHEN CONSTRUCTING IN WETLANDS, THE TOP 6 TO 12 INCHES OF THE TRENCH WILL BE BACK FILLED WITH TOPSOIL FROM THE TRENCH. 9. EXCESS MATERIAL WILL BE REMOVED FROM THE WETLAND AND PLACED ON UPLAND AREAS IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. 10. EXPOSED SLOPES OF STREAM BANKS WILL BE RESTORED TO THEIR ORIGINAL CONTOURS AND STABILIZED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. 11. ANY TEMPORARY FILLS MUST BE REMOVED IN THEIR ENTIRETY AND THE AFFECTED AREAS RETURNED TO THEIR PRE-EXISTING CONDITION. 12, ANY DISTURBED AREA WILL BE RE -SEEDED WITH NATIVE GRASS SEEDS, AND SEDIMENT CONTROL FENCE SHOULD BE REMOVED UPON COMPLETION CONSTRUCTION IMMEDIATELY. 13. WHEN CONSTRUCTING IN CITY LIMITS, ALL ROADWAY DRAINS SUCH AS INLETS NEAR CURBS OR DROP INLET ON ROADWAY WHICH ARE LOCATED IN THE R.O.W., SHALL BE PROTECTED WITH TYPICAL INLET SEDIMENT FILTERS. THESE FILTERS WILL BE REMOVED IMMEDIATELY UPON COMPLETION OF CONSTRUCTION. 14. ALL CABLE MARKERS TO BE PLACED AS FAR BACK TO R.O.W. LINE AS POSSIBLE. 15. ALL HARD SURFACE THOROUGHFARES TO BE DIRECTIONAL BORED MINIMUM 36 INCHES BELOW SURFACE, MINIMUM 5 FT FROM EDGE OF PAVEMENT TO BE CROSSED. 16. ALL HARD SURFACE DRIVEWAYS TO BE DIRECTIONAL DRILLED. A TTSE PROPOSED TELEPHONE FACILITIES ON RIGHT OF WAY OF ATLANTIC BEACH S 1985 MAYPORT RD Exchange: 904246 Designer: PellegrinT, Tony Phone: 904-727-1546 Authorization: 83E68188N DWg. 5 of 5