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102 Aquatic Civil Engineering with Landscaping (2) CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: B ( It, Received . , Resubmitted: Permit Number: lb—CV P R— 1{103 Original Plans Examiner: Project Name: ku.1Ct'�i(_ Z't?..�nt(IOMt-S Project Address: LOa- AbAaN( D( Contractor: Contact Name: Contact Phone : Contact e-mail: Revision/Plan Check/Permit Fee(s)Due: $ SO,b D Description of Proposed Revision to Existing Permit: SQA- \1 I Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: - By signing below.I(print name) affirm that the above revision is inclusive of the proposed changes. Signature of Contractor/Agent(Commetormust sip if innreas,in valuation) Date q Office Use Only Date. 0 ` Approved: ✓ RejecbdNotified by: Plan Review Comments: Department review required Yes No n—SMIZf Pling &Zoning ministrator Plans Examiner blit Works —Public Utilities Pub is a e Fire Services Date ck.ne atanc w..a CITY OF ATLANTIC BEACH J S 800 Seminole Road r Atlantic Beach,Florida 32233 Telephone(904)247-5800 FAX(904)247-5845 REVISION REQUEST SHEET OR CORRECTIONS TO RRE�VIEW COMMENT Date: 3 I [le�1"'r Received b,, fit'SJ Resubmitted: Permit Number: Original Plans Examiner: Project Name: f� A,l (— Z't},5�hprv.r..S Project Address: LtpAB�.r�r 1� Df . Contractor: Contact Name: Contact Phone : Contact a-mail: Revision/Plan Check/Permit Fee(s)Due: $ Description of Proposed Revision to Existing Permit: "t L- 1.Q, Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.I(pant affirm that the above revision is inclusive of the proposed changes. Signature of Contractor/Agent(conhacror must sign itin....in valuation) Date Ofice Use Only Date:__ Y7 Appmvrd:_ �_ RgeMd: Notified by: Plan Review Comments: Department review re uired Yes No l m la nin &Zonin inistra or Plans Examiner blit Works ublic Utilities Pu is a e Fire Services Date c,.nmatvia�,.r s ?S 'Lylir, CITY OF ATLANTIC BEACH J �l 800 Seminole Road Atlantic Beach,Florida 32233 Telephone(904)247-5800 y MAR c4 2017 FAX(904)247-5845 '-f J,tl)? REVIBIAN REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: a I Ik try Received It Resubmitted: Permit Number: Ib—CV P P-- lq!k3 Original Plans Examiner: Project Name: AgV.A&, L Z'D-Jft)(lOivst_S Project Address: (t?� At�& V,L D( Contractor: Contact Name: Contact Phone : Contact e-mail, Revision/Plan Check/Permit Fee(s)Due: $ Description of Proposed Revision to Existing Permit: SQL \ R U Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.I(print none) atrmn that the above revision is inclusive of the proposed changes. Signature of Contractor/Agent(Contrecmr most sign if incase in valuation) Date Omv // � ssonly DHe: .3-.1q M App. / _ Rejected: Notified by: Plan Review Comments: Department review required Yes No 1 in la ring 8 Zoning Plans Examiner inistrator is Works -Public Utilities Pu lc a e y Fire Services Date a.rmvm g...a S LT'i., CITY OF ATLANTIC BEACH :It 800 Seminole Road j E�„'C..i V�' Atlantic Beach,Florida 32233 Telephone(904)247-5800 MAR 14 2017 FAX(904)247-5845 REVI� OR AL3 PMEET OR CORRECTIONS TO REVIEW COMMENT Date: 3 I Ik lor Received b Resubmitted: Permit Number: Ib—CV PR- 1.{b3 Original Plans Examiner: Project Name: h't.0 A%L Z'D.Jn�lOfv�l.S Project Address:_tOa. Atlsu A'L 0( Contractor: Contact Name: Contact Phone : Contact e-mail: Revision/Plan Check/Permit Fee(s)Due: $ Description of Proposed Revision to Existing Permit: 62 L A R L( Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below.I(print rums) affirm that the above revision is inclusive of the proposed changes. Signature of Contractor/Agent(convactor must sign if incrcese in valuation) Date r Office Use only Dem: 7 f 7 Approved: V ki ,t. "' RejeaeE: Notified by: Plan Review Comments: rDepartmentreviewreuired Yes Noning rator Plans Examiner #-7/ f 7 Pu Ic a e y - Date c,rnaawia w..s Fire Services Connelly &Wicker Inc. �. Planning Engineering g g Landscape Architecture March 15, 2017 City of Atlantic Beach Building and Zoning Department 800 Seminole Road Atlantic Beach, FL 32233-5445 (904) 247-5841 Attn: Mt.Derek Reeves Re: Aquatic Townhomes MAR 1 6 2017 COAB Job ID: 16-CVPR-1463 CWI Prof. No. 16-01-0006 Dear Rick: At the request of our client, we are submitting the above, referenced project for a Site Development Permit Modification. The modification includes revisions to: 1. Amenity area and bike rack location 2. Perimeter fencing height and material 3. Sidewalks added leaving individual units 4. Tree locations Please find enclosed copies of the following information for your review and approval: I. Civil Engineering Plans with Landscaping (24"x36', 7 copies, 4 signed and sealed) We trust you will find the Information sufficient for your review. Should you have comments or require additional Information,,please feel free to contact me at your convenience. Sincerely, Connelly'&Wicker Inc. - Justin Williams, P.E. Senior Project Manager 10060 Skinner Lake Drive • Suite 500 •Jacksonville. FL 322467471 • phone 904.265.3030 • faz 904.265.3031.•www.c vleng.corn Professional Licenses:Engineering FL83650/CA 8PEF004448 • Landscape Architecture FL RLC2600031 I Jacksonville-Orlando, Florida • V �p A LOCATE WIRE SHALL BE PLACED ON SERVICES 1OFT OR GREATER. MJ TEE OR HYDRANT TEE V +�.+ O (ANCHOR TEE) SIZED AS REQUIRED HYDRANT SUMP(PROVIDE GRAVEL 90° BEND (TO BE SMOOTH HOSE BIBB �r V rn u WATER SERVICE GANG WATER SERVICES GANG WATER SERVICES PROVIDE SPOOL PIECE WITH AND FILTER FABRIC AS SHOWN) REMOVED) (TO BE REMOVED) �, V a M SINGLE3/4" RODS (24" LONG MIN) Q 3 OR 4 SERVICES (SEE NOTE#5) 5 OR MORE SERVICES(SEE NOTE#5) 30"MIN. r;..::�.:. •'`':": •."•.:.::'. t° u v P/L P/Lcu 7 1/2'JEA ELECTRICAL 4 D.I.P. MAIN (MIN)WHERE `; :' f STARAIGHT DOWN .V M = N 2 EASEMENT METER W! MULTIPLE TAPS ARE 6 PIPE z 1 (NOT ANGLE) C J 2' „ r.••r _ CURB STOP_CONSTRUCTED _ 0 O - _ — 20'MAX � L, RNV 15'MAX 1" POLY uMAz 3/4' RODS ALONG FIRST 15 LF FINISHED GRADE Az FINISHED c 1" POLY TUBING WP'Y' £ • 1 MIP PACK FROM HYDRANT (NOTE#2) =� 1 gj N Z 3 FITTING JOINT COUPLING I 2'-8" ( j\\ \\ \\ \\ \\ \ \\ \\ \\ \\ \\ \\ \\ \\ \ \\ \ Ln Q „ 6 M.J. GATE VALVE (RESTRAINTS REQ.) r.. / //\//\//\//\//\//\//\/ \//\//\//\//\//\//\//\//\/ MULTI-SERVICE Y' ,...i >. POSITIONED NEAREST TEE FITTING m (2" FIP INLET AND 3 �. �j O N 1y" POLY TUBING OR 4 1" FIP OUTLET) WAN MECHANICAL RESTRAINT REQUIRED (TYP) �. '� �OLLJ I. LONG-SIDE WATER SERVICE 2" MIP PACK SERVICE SADDLES WITH WATER MAIN PIPE(Y"SIZE MIN.) (TO BE O C M a POLY TUBING (1" MIN.) JOINT COUPLING 24" SEPARATION AT A REMOVED) ROUTE TO 'W p c+., z ROADWAY SHOULDER IF v 4) O :::':':':: . . . . .':''.:_.'.... ............'. . .. MIN. (NO GLUED TEES) PLAN REQUIRED(SEE NOTES) _R 0 w . . ui . . . . - ' . . . 2 POLY TUBING' �-. M Z z E • . • • • • • • • • • • • . PROVIDE RAISED PAVEMENT MARKER BUSHING IF REQ. (TO BE REMOVED) C L eo ROADWAY.. C r) (SEE NOTE#6) 1"THREADED PLUG (TO BE INSTALLED AFTER �O Q SADDLE•W/CORP . 2„SADDLE W/CORP STOP. . . . . . . . STOP'TYP BACTERIOLOGICAL CLEARANCE IS RECEIVED) G �O �V w � .). . . . . 3-WAY FIRE HYDRANT PUMPER NOZZLE B .0 p m N 4 G.V. (MIN) 90° DEGREE BEND TO BE REMOVED OCT o 2'MAX(SEE NOTE#4) TO FACE CL OF PAVEMENT ( ) (SEE NOTES#3&#4) cn N 1” CORPORATION STOP CONNECTED WATER MAIN SHORT-SIDE WATER SERVICE WATER VALVE BOX DIRECTLY INTO SADDLE (TO REMAIN) m Z CL POLY TUBING (1"MIN.) (COVER PAINTED YELLOW) a BREAKABLE FLANGE z 1"WATER SERVICE SADDLE METER BOX LOCATION 2' FINISHED ~ WATER METER BOX(TYP) LOCATED(1 MIN.)ABOVE _ (TO REMAIN) (NOTE THAT OUTLET, � (NEAR UG ELECTRICAL 2' 7 1/2' JEA ELECTRICAL EASEMENT FINISHED GRADE GRADE AT 3:00 OR 9:00 POSITION) o 'L BOX, NOTE#1) 10'x10' JEA ELECTRICAL RIVV •` WATER MAIN (SIZE&TYPE VARIES)CL IL 1f7 n- _ EASEMENT W/UG ELECTRIC ___^____ NOTES: U.1 Z BOX OR DRAINAGE T RNV: RIGHT OF WAY LINE 1. LOCATION OF SAMPLE POINT BIBB SHALL NOT BE WITHIN THE ROADWAY BUT ROUTED TO THE ROADWAY O O P L/ EASEMENT(NOTE#3) P!L P/L: PROPERTY LINE LOCATE WIRE IF REQUIRED _ SHOULDERS (NON-TRAFFIC AREAS). LEAVE DRAIN a.o 'm z (SEE NOTE 1) HOLES OPEN o W 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL OF ALL TEMPORARY PIPING&FITTINGS(AS NOTED), a 4 DOUBLE 1" WATER SERVICE BARE WIRE DEAD-END w (NOTE#1) _ AFTER BACTERIOLOGICAL CLEARANCE IS RECEIVED. 0 (SEE NOTE#6) m ¢ 3. PIPE AND FITTINGS SHALL BE PVC (SCH.40)OR GALV.MATERIAL. N > D NOTES: N 4. THE USE OF THE ABOVE CONSTRUCTION FOR A TEMPORARY SAMPLE POINT SHALL BE LIMITED TO AREAS WHERE A w 1. THE SKETCHES ABOVE INDICATE TYPICAL WATER SERVICE AND METER BOX LOCATIONS.ACTUAL LOCATIONS OF BOXES MAY i;:`>•: SAMPLE TAP BY ALTERNATIVE METHODS (SEE W-24) IS NOT FEASIBLE OR IF DIRECTED OTHERWISE BY JEA. m VARY SLIGHTLY ACCORDING TO FIELD CONDITIONS ENCOUNTERED.TYPICALLY,THE METER BOX SHALL LOCATED AT THE RNV }` 5. THE CONTRACTOR SHALL COMPLY WITH ALL JEA RULES AND POLICIES AS AS OUTLINED BY JENS ENVIRONMENTAL ~ LINE BUT INSIDE THE 7 1/2'ELECTRIC EASEMENT. Y '-t '- , .,''.'.' RESPONSE COORDINATOR(ERC)AND OTHER ASSOCIATED JEA STANDARDS. '- Z Z 2. UNLESS SPECIFIED OTHERWISE BY THE APPLICABLE COUNTY(NASSAU, CLAY OR ST.JOHNS COUNTY),THE METER BOX SHALL PROVIDE FILTER FABRIC(MARAFI 700X, 140'S HYDRANT SUMP BE LOCATED IN THE JEA 7 1/2' ELECTRIC EASEMENT,AND TWO FEET INSIDE OF THE PROLONGATION OF ONE OF THE SIDE OR EQUAL) TO TOP AND ALL 4 SIDES. TEMPORARY SAMPLE TAP Ln PROPERTY LINES. IF A CONFLICT EXISTS WITH OTHER UTILITIES, THE METER BOX MAY BE ADJUSTED TO FOUR FEET(MAX.) 2'-S" INSIDE PROPERTY LINES (IN LIEU OF TWO FEET). UNLESS APPROVED OTHERWISE BY JEA,THE WATER METER BOX SHALL BE LOCATED IN NON-TRAFFIC AREAS (NOT IN SIDEWALKS OR DRIVEWAYS). IF THE METER BOX IS APPROVED BY JEA TO BE SECTION JANUARY 2015 PLATE W-25 LL LOCATED IN A DRIVEWAY OR SIDEWALK, THEN THE CONSTRUCTION SHALL MEET STANDARD DETAIL NUMBERS W-3&4,AT A ui MINIMUM (SEE W-3 AND W-4 FOR THE REQUIREMENTS OF SPECIAL ORDER POLYMER BOX AND TOP) . SET TOP OF BOX AT NOTES: FINISHED GRADE. IF AN UNAPPROVED METER BOX IS IDENTIFIED BY JEA,THEN THE CONTRACTOR OR CUSTOMER SHALL BE z RESPONSIBLE FOR THE COST OF RELOCATING ANY METER BOX WHICH IS LOCATED IN THE SIDEWALK OR DRIVEWAY OR THE 1. LOCATE WIRE IS ONLY REQUIRED IF THE DISTANCE BETWEEN VALVE AND HYDRANT IS OVER 15 LINEAR FEET IF REQUIRED, COST TO PROVIDE THE CORRECT METER BOX. JEA SHALL APPROVE ALL DEVIATIONS TO THE ABOVE PRIOR TO CONSTRUCTION. THE WIRE SHALL BE ROUTED FROM THE VALVE TO THE HYDRANT AS SHOWN ABOVE.THE END OF THE WIRE SHALL BE W SECURED TO THE PIPE MAIN. SEE SECTION 350, LOCATE WIRE INSTALLATION PARAGRAPH. U w J 3. IF DRAINAGE OR OTHER EASEMENT LOCATED BETWEEN LOTS, METER BOXES SHALL BE LOCATED AT THE EASEMENT LINE BUT OUTSIDE THE EASEMENT AREA. 2. FIRE HYDRANTS SHALL BE INSTALLED BETWEEN BACK OF CURB AND FACE OF SIDEWALK AND NOT WITHIN SWALE/DITCH J i 0 _ AREAS. THE DISTANCE RANGE FROM EDGE OF ADJACENT PAVEMENT, BACK OF CURB AND FACE OF SIDEWALK SHALL BE IN 4. FOR SINGLE SERVICES, THE HORIZONTAL DISTANCE (PERPENDICULAR TO THE MAIN)BETWEEN THE SERVICES SADDLE AND THE COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS APPROVED BY JEA AND APPLICABLE PERMITTING Q Z METER BOX SHALL BE 2 FEET MAXIMUM. FOR DOUBLE 1" SERVICES, THE 1 '/ w "POLY MAIN SHALL BE LOCATED CENTERED AGENCIES. DISTANCE SHALL BE MEASURED TO THE CLOSEST PART OF THE FIRE HYDRANT(I.E.THE PUMPER NOZZLE) THE W r W BETWEEN THE TWO METER BOXES. LOCATE WIRE IS REQUIRED ON ALL SERVICES 10'OR GREATER IN LENGTH.IF LOCATE WIRE MAXIMUM DISTANCE (BACK OF CURB) SHALL BE IN COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS 2" APPROVED BY JEA. FOR OTHER LOCATION LIMITATIONS SEE PLATES W IF PIPING BETWEEN TEE AND HYDRANT IS CURB STOP- FIP n/ Q p -10 AND W-11. IS REQUIRED, THE WIRE SHALL RUN FROM THE METER BOX(WI PIG TAIL)TO THE MAIN(DEAD END SHALL BE TAPED WITH NO (SEE NOTE#2) L.L 0 CONNECTION TO MAIN WIRE WITH THE LAST 24 INCHES STRIPED OF INSULATION/BARE WIRE AS GROUND).ALL EXCEPTIONS TO LONGER THAN 80 LF,AN ADDITIONAL 6"GATE VALVE IS REQUIRED AT THE HYDRANT LOCATION(PROVIDE 30"SEPARATION). W Of THIS REQUIREMENT MUST BE APPROVED BY JEA. THIS WILL ASSIST IN LOCATING EXISTING SERVICE LINES IN THE FUTURE. ALL PIPING,VALVES AND FITTINGS ALONG THE HYDRANT BRANCH MAIN WHICH IS WITHIN 15 LF OF THE HYDRANT SHALL BE JEA STANDARD WATER LL 0 O RESTRAINED UTILIZING ONLY TWO 3/4" DIA(THREADED ENDS)STEEL RODS AND EYE BOLTS(NO JOINT RESTRAINT DEVICES2" POLY WITH BRASS FITTING i� o uJ 5. GANG WATER SERVICES: FOR 3 OR 4 SERVICES IN ONE AREA, A DUCTICLE IRON PIPE(D.I.P.)WATER MAIN EXTENSION W/LOCATE REQUIRED). A SPLIT SERRATED RING WITH RESTRAINT EARS (EBAA 15 PF06 or EQUAL)MAYBE USED IN THIS ASSEMBLY.ALL METER BOX FOR 1 METER W/ WIRE MAY BE UTILIZED ON EITHER SHORT-SIDE OR LONG SIDE SERVICES WHERE SHOWN ON THE DRAWINGS. LOCATE WIRE OTHER JOINTS ALONG THE HYDRANT BRANCH MAIN OUTSIDE OF THE FIRST 15 LF SHALL INCLUDE JOINT RESTRAINTS. HEAVY DUTY IRON LID. CLOSE NIPPLE Q 0 SHALL EXTEND FROM ONE METER BOX TO CORP STOP AT WATER MAIN. FOR 5 OR MORE SERVICES IN ONE AREA,A WATER MAIN LOCATE WIRE PIG TAIL END 2" BRASS, 90° ELBOW& PLUG m EXTENSION W/LOCATE WIRE MAY BE UTILIZED ON EITHER SHORT-SIDE OR LONG SIDE SERVICES WHERE SHOWN ON THE 3. OPERATION OF THE FIRE HYDRANT SHALL BE EITHER FULL OPEN POSITION OR TOTALLY CLOSED POSITION.THE HYDRANT (12" LONG) w DRAWINGS(TAPS STAGGERED AND AT 2 FEET ON CENTER-MIN). FOR WATER SUPPLY HEADERS WHERE 5 OR MORE TAPS ARE SHALL NOT BE UTILIZED TO THROTTLE OUTLET FLOW. FINISHED GRADE Lu CONSTRUCTED, THE HEADER PIPE SHALL BE 4"AT A MINIMUM. EXAMPLE:CONSTRUCT A 4"MAIM D.I.P CROSSING THE STREET w FOR 5 RESIDENTIAL CUSTOMERS, UTILIZING 4" G.V.,4" PIPE, 4"X1"SADDLES AND V CORP STOPS(NO GLUED TEE FITTINGS).THE 4. PRIOR TO PROJECT FINAL INSPECTION, THE HYDRANT AND ALL ABOVE GROUND PIPING SHALL BE RE-OILED,GREASED AND 4 OR LARGER D.I.P.WATER MAIN MUST BE SIZED AND DESIGNED BY THE P.E.ENGINEER. REPAINTED (RUS- KIL ENAMEL-INTERNATIONAL YELLOW OR EQUAL). PRIVATELY OWNED AND MAINTAINED FIRE HYDRANTS \ \ \ \ \ SHALL BE PAINTED RED. <, , 6. DOUBLE 1"WATER SERVICES IS ALLOWED FOR SHORT SIDE OR LONG SIDE SERVICES AND WHERE SHOWN ON THE DRAWINGS. W —� Q ~ 5. FIRE HYDRANTS SHALL BE ORDERED WITH PROPER"BURY DEPTH"TO MEET ACTUAL FIELD CONDITIONS.THIS IS ESPECIALLY U O w �- z 7. A 1" IRRIGATION SERVICE MAYBE TAPPED INTO THE (1" MIN) DOMESTIC WATER SERVICE LINE(WHICH SERVES THE SAME IMPORTANT FOR BRANCH LINES WHICH TEE-OFF A 12"OR LARGER WATER MAIN. UNLESS APPROVED OTHERWISE BY JEA,THE INSTALLATION OF 45° BENDS IS NOT ACCEPTABLE WHEN UTILIZED TO CORRECT AN IMPROPERLY FURNISHED HYDRANT.THE LOCATE WIRE N CUSTOMER) UTILIZING A 1" BRONZE"Y" FITTING. (IN AREAS WHERE NO RECLAIMED WATER IS AVAILABLE). ( ) USE OF HYDRANT EXTENSIONS SHOULD BE MINIMIZED, (SEE NOTE#4) s O r=, Z z 8. No 2"AND SMALLER WATER SERVICE TAPS PERMITTED ON WATER MAINS WHICH ARE 20"AND LARGER SIZE. Z U W Q 6. BLUE REFLECTIVE MARKERS SHALL BE INSTALLED IN SUCH A MANNER THAT THE REFLECTIVE FACE OF THE MARKER IS 7 0 �j 9. RECLAIMED WATER METER BOXES OR SERVICES SHALL BE CONSTRUCTED SIMILAR TO THE ABOVE AND SHALL BE LOCATED,AT PERPENDICULAR TO A LINE PARALLEL TO THE ROADWAY CENTERLINE. THE BLUE REFLECTIVE MARKERS SHALL BE PLACED IN 2 L " POLY A MIN. OF 10' FROM THE POTABLE WATER SERVICE,AND/OR BOX AND NOT ALLOWED IN CONCRETE OR ASPHALT UNLESS THE CENTER OF THE TRAVEL LANE, DIRECTLY ACROSS FROM AND ADJACENT TO EACH FIRE HYDRANT. 15" CRUSHED ROCK W w APPROVED OTHERWISE BY JEA. y_ M 2"CORPORATION STOP OR GRAVEL BELOW 0 CO �w � v FIRE HYDRANT INSTALLATION v a WATER SERVICE INSTALLATIONS AND SMALLER METER USING MECHANICAL JOINT TEE 0 �-= a0 z o W 2 JANUA Y 2015 PLATE W-13 2" 90° BRASS COMPRESSION < z PLATE W-1 FITTING ELBOWS (TYP.) JANUARY 2015 WATER MAIN J m TAPPED PLUG(IF NECESSARY) Imo' co p Q UNII PRICE PAY QUANTITY w CL O .p NOTES: a```���tinuuemiunra, d `, Lu 1. PIPE SHALL BE POLYETWYLENE. FITTINGS SHALL BE BRASS. �•••*••' '�� F_ 2. THE 2"CURB STOP SHA%L BE ALL BRONZE. FITTINGS SHALL BE BRASS. N N O O rn W z 3. ANY RECLAIMED WATER VALVE SHALL HAVE RECLAIMED EMBLEM. �D� H• � • •� zCO ~ P; •ter ©`� CL 4. LOCATE WIRE FOR 10' OR GREATER IN LENGTH. � •••• Q •••• �� Cn i 5. CANNOT BE PLACED UNDER CONCRETE OR PAVEMENT. �' �•' ••'•• Cn 6. PLACE 2 FEET PAST LAST WATER MAIN SERVICE CONNECTION. * �~ Project No.: Cf q 'rn 16-01-0006 FLUSHING VALVE BELOW GRADE °�.EW �* Checked: O.C.: a JANUARY 2015 PLATE W-28 T.B.W. R.C.W. SDate: 4 NOVEMBER 12 2015 0 Scale: to Sheet 10C �■ E M OU " ON~ bO 7-318" MJ TEE OR HYDRANT TEE s..... VZ: v M (ANCHOR TEE) SIZED AS REQUIRED HYDRANT SUMP (PROVIDE GRAVEL w S PROVIDE SPOOL PIECE WITH AND FILTER FABRIC AS SHOWN) `00 3/4" RODS (24" LONG MIN) •V .= N 30"MIN. ..�' 0 .va a DDD D .•<.•� C � M °� O 16. 6" PIPE O ,... :. _ oV N M E WAT E RLm z 3/4' RODS ALONG FIRST 15 LF m FROM HYDRANT (NOTE #2) SEE NOTES#1 &#2 8 6" M.J. GATE VALVE (RESTRAINTS REQ.) I� 2- I �"' CU V) O% 0 w POSITIONED NEAREST TEE FITTING � v a IL w MECHANIC RESTRAINT REQUIRED (TYP) '6b Q u: Z HEAVY DUTY RATINGWJ WATER MAIN .1 c E o PLAN 0 w � Mz c Ln r 7-3/8" V) N U w 6D PROVIDE RAISED PAVEMENT MARKER — w o M (SEE NOTE#6) 0 mo N 3-WAY FIRE HYDRANT PUMPER NOZZLE ,^ N L (2) 1 DIA. PICKHOLES TO FACE CL OF PAVEMENT a CO a N z (SEE NOTES#3 &#4) a 9/16" WATER VALVE BOXco v S I '-- (COVER PAINTED YELLOW) o 1. 3/a" BREAKABLE FLANGE z LOCATED (1"MIN.)ABOVE 2 FINISHED a 5" FINISHED GRADE 00 GRADE w NOTES: �.: ':: 00 1. PAINT TOP OF THE COVER WITH ENAMEL PAINT(BLUE COLOR)FOR WATER. Q LOCATE WIRE IF REQUIRED z 2. FOR"REUSE" PAINT TOP PANTONE PURPLE. LEAVE DRAIN F-z O (SEE NOTE#1) 3. LID WEIGHT:APPROX. 12 LBS. HOLES OPEN w w BARE WIRE DEAD-END } N (NOTE#1) D WATER SYSTEM VALVE BOX COVER m a) m 4 p JANUARY 2015 PLATE W-16 N jr a� a z z Ln 1� PROVIDE FILTER FABRIC(MARAFI 700X, 140'S HYDRANT SUMP OREQUAL)TO TOP AND ALL 4 SIDES. 2'-8" LL Q W 0- SECTION 3 Z a: NOTES: W O ♦♦^^ w 1. LOCATE WIRE IS ON-YREQUIRED IF THE DISTANCE BETWEEN VALVE AND HYDRANT IS OVER 15 LINEAR FEET IF REQUIRED, vJ _J O THE WIRE SHALL BE ROUTED FROM THE VALVE TO THE HYDRANT AS SHOWN ABOVE.THE END OF THE WIRE SHALL BE Q — i SECURED TO THE PIPE MAIN. SEE SECTION 350, LOCATE WIRE INSTALLATION PARAGRAPH. Z < z 2. FIRE HYDRANTS SHALL BE INSTALLED BETWEEN BACK OF CURB AND FACE OF SIDEWALK AND NOT WITHIN SWALE/DITCH o AREAS. THE DISTA ICE RANGE FROM EDGE OF ADJACENT PAVEMENT, BACK OF CURB AND FACE OF SIDEWALK SHALL BE IN w W 4 COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS APPROVED BY JEA AND APPLICABLE PERMITTING Q O AGENCIES. DISTAN 'E SHALL BE MEASURED TO THE CLOSEST PART OF THE FIRE HYDRANT(I.E.THE PUMPER NOZZLE) . THE v MAXIMUM DISTANCE (BACK OF CURB) SHALL BE IN COMPLIANCE WITH LOCAL COUNTY FIRE DEPARTMENT RULES AND AS W m APPROVED BY JEA. =OR OTHER LOCATION LIMITATIONS SEE PLATES W-10 AND W-1 1- IF PIPING BETWEEN TEE AND HYDRANT IS O LONGER THAN 80 LF,AN ADDITIONAL 6"GATE VALVE IS REQUIRED AT THE HYDRANT LOCATION(PROVIDE 30"SEPARATION). O W ALL PIPING, VALVES AND FITTINGS ALONG THE HYDRANT BRANCH MAIN WHICH IS WITHIN 15 LF OF THE HYDRANT SHALL BE RESTRAINED UTILIZING ONLY TWO 3/4" DIA(THREADED ENDS) STEEL RODS AND EYE BOLTS(NO JOINT RESTRAINT DEVICES 0 REQUIRED). A SPLIT SERRATED RING WITH RESTRAINT EARS (EBAA 15 PF06 or EQUAL)MAYBE USED IN THIS ASSEMBLY.ALL a OTHER JOINTS ALONG THE HYDRANT BRANCH MAIN OUTSIDE OF THE FIRST 15 LF SHALL INCLUDE JOINT RESTRAINTS. w 3. OPERATION OF THE FIRE HYDRANT SHALL BE EITHER FULL OPEN POSITION OR TOTALLY CLOSED POSITION.THE HYDRANT w m SHALL NOT BE UTILIZED TO THROTTLE OUTLET FLOW. O 4. PRIOR TO PROJECT FINAL INSPECTION, THE HYDRANT AND ALL ABOVE GROUND PIPING SHALL BE RE-OILED,GREASED AND J ~O REPAINTED (RUS- KIL ENAMEL-INTERNATIONAL YELLOW OR EQUAL). PRIVATELY OWNED AND MAINTAINED FIRE HYDRANTS _ SHALL BE PAINTED ZED. I"" z N 5. FIRE HYDRANTS SHALL BE ORDERED WITH PROPER"BURY DEPTH"TO MEET ACTUAL FIELD CONDITIONS.THIS IS ESPECIALLY 0 = zo IMPORTANT FOR BR ANCH LINES WHICH TEE-OFF A 12" OR LARGER WATER MAIN. UNLESS APPROVED OTHERWISE BY JEA,THE = r , L.L.I Q INSTALLATION OF (4 °) BENDS IS NOT ACCEPTABLE WHEN UTILIZED TO CORRECT AN IMPROPERLY FURNISHED HYDRANT.THE v Q USE OF HYDRANT EXTENSIONS SHOULD BE MINIMIZED. Z Q p � z 6. BLUE REFLECTIVE L1.1 ARKERS SHALL BE INSTALLED IN SUCH A MANNER THAT THE REFLECTIVE FACE OF THE MARKER IS M p W Y PERPENDICULAR T A LINE PARALLEL TO THE ROADWAY CENTERLINE. THE BLUE REFLECTIVE MARKERS SHALL BE PLACED IN V THE CENTER OF THE TRAVEL LANE, DIRECTLY ACROSS FROM AND ADJACENT TO EACH FIRE HYDRANT. r , V_ w W FRE HYDRANT INSTALLATION v �— a Z o z U 1 NG MECHANICAL JOINT TEE Q Q Ft o J U JANUARY 2015 PLATE W-13 I— m 0 0 o vs Q m M O r of 00� VIA G o LL. to r i Z r z CJ_ o • < a a • . 3 to p� Project No.: 16-01-0006 Designed: Drawn: R J.E.W. D.C.G. Checked: O.C.: Q T.B.W. R.C.W. o Date: 4 NOVEMBER 12 2015 0 Scale: cb m Sheet 10D V 0 LENGTH (L) TO BE RESTRAINED (SEE PLATE Nos. 38C &38D FOR ADDITIONAL DETAILS) V M u VERTICAL OFFSETS VALVES REDUC RS TEES V M HORUWALBENDS 45° BENDS SEE NOTE 5 NOMINAL 90° 45° 22.5°FBEND (SEE NOTE 4) DEAD RUN BRANCH .3. "" u 0 SIZE BENDS BENDS BENDUPPER OWER ENDS SIZE SIZE SIZE (IN.) L(FT.) L(FT.) L(FT. L(FT.) L(FT.) L(FT.) (IN.) -(FT.) (IN.) (IN.} L(FT.) tv u . �- -- N v c V PVC PIPE RESTRAINT NOTES: 4 20 8 4 2 20 3 50 6x4 35 4 4 F.O. 8x6 35 4 6 10 0 LE SHALL BE UTILIZED ON ALL WATER,SEWER FORCE MAIN OR 6 28 10 5 2 28 4 20 4< LESS F.O. C p 1. THIS SCHEDULE -0 RECLAIMED WATER SYSTEMS.ALL FITTINGS SHALL BE RESTRAINED TO LENGTHS 8x4 65 en E INDICATED ON THE ABOVE SCHEDULE,AT A MINIMUM. 8 36 14 6 3 36 5 90 10x8 35 8 8 30 6< LESS F.O. c 10 40 18 8 4 45 6 110 10x6 65 �y�"7 Ln �j N Z 2. ASSUMPTIONS: PVC PIPE, SAFETY FACTOR=1.5, TEST PRESSURE=150PSI, SOIL=GM OR 10 10 48 SM,TRENCH TYPE 3, DEPTH OF COVER=30 INCHES FOR 20" AND SMALLER PIPE SIZE 12 50 20 9 4 52 8 120 12x10 35 8 14 --r . . FOR 24 AND LARGER PIPE SIZE. 12x8 65 6< LESS F.O. a �= 0 "'� OR 36 INCHES 14 56 23 10 5 60 9 140 UJ y, 12 12 65 V) (3N m 16x12 65 V 3. BENDS AND VALVES: SHALL BE RESTRAINED ON EACH SIDE OF FITTING. 16 60 26 11 6 67 10 160 10 35 N a .� 16x10 95 8 <LESS F.O. O c M cr c `= 4. VERTICAL OFFSETS: ARE APPROX. 3 FEET COVER ON TOP AND APPROX. 8 FEET 18 69 29 12 6 74 12 180 20x18 35 16 16 100 bo a COVER ON BOTTOM. PER THE DETAILS, Lu IS THE RESTRAINED LENGTH FOR THE 12 40 20 75 32 13 7 80 13 195 20x16 65 20x12 120 � p.p O UPPER(TOP) LEVEL. Li IS THE RESTRAINED LENGTH FOR THE LOWER(DEEPER) 10<LESS F.O. -1 M E w LEVEL.ASSUME 45 DEGREE BENDS. 24 76 33 15 7 81 14 200 20 20 130 24x20 65 16 80 C �Z R 5. TEES: TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER 30 88 36 18 9 97 16 235 24x18 95 12<LESS F.O. 0111110- R SIDE OF TEE (RUN) SHALL BE A TOTAL DISTANCE OF 30 FEET(MIN). SEE SCHEDULE 36 100 40 20 10 110 20 270 24x16 120 24 24 130 C N V ABOVE FOR RESTRAINT LENGTH ON TEE"BRANCH"LINE. 20 90 30x24 80 •C � d' m 42 115 48 23 11 125 24 300 16 40 tp 6. HDPE TO PVC TRANSITIONS: THE PVC PIPE SIDE SHALL BE RESTRAINED 35 FT(MIN). 30x20 150 12<LESS F.O. cc _ c 48 125 52 25 12 140 30 340 N 7. THE INSTALLATION OF BELL HARNESS RESTRAINTS AT PVC JOINTS(DR-18&25 PIPE) 36x30 80 30 30 140 66-0 �- oLn � 36x24 150 24 80 C14 SHALL BE COMPLETED PER THE MANUFACTURERS RECOMMENDATION,WHICH 20 50 T INCLUDES NOT OVER TIGHTENING THE PARALLEL RODS/NUTS.THESE NUTS SHOULD 42x36 80 16<LESS F.O. m z CL ONLY BE SNUG TIGHT. THE HOME MARKS ON THE PIPE SHOULD ALWAYS BE VISIBLE 42x30 150 36 36 180 a o AFTER THE RESTRAINT IS INSTALLED. OVERHOMING THE JOINT MAY CAUSE A FAILURE 30 120 Lu a; w AT THE BELL RESULTING IN A SERVICE OUTAGE. 48x42 80 24 50 0 c 4806 150 20<LESS F.O. a a 42 42 220 Of 36 160 uJ 30 80 C F- 24 40 .2 20<LESS F.O. PVC PIPE RESTRAINT JOINT SCHEDULE 48 42 180 Z 36 90 O JANUARY 2015 PLATE W-31 A 30 40 uJ 24<LESS F.O. w V) F.O. = FITTING ONLY w m 0 o a a a z z O TEE BOLT TEE BOLT C MPI PLAIN END P.V.C. oe F-:Q W RING M.J. D.I. FITTINGS a. PLAIN END P.V.C. BELL A. P.V.C. O ANGLE OF DIRECTION CHANGE alto _ uJ 0 0 _ PIPE U w HORIZONTAL BEND0 J 0 BELL W L Q i RESTRAINED BELL JOINT RING W RESTRAINED MECHANICAL JOINT THREADED STEEL ROD W/NUTS& Cl) MECHANICAL JOINT TEE WASHERS (TYP) LENGTH AS REQUIRED Q W w MECHANICAL JOINT TEE N Q o o ROUTE LOCATE WIRE IN LL 0 TYPICAL PROFILE Q TYPICAL PROFILE a MECHANICAL JOINT TO PLAIN END °' VALVE BOX(SEE S-49) W BELL JOINT TO PLAIN END a W/MECHANICAL RESTRAINERS ~ o W/MECHANICAL RESTRAINERS SECTION DEAD ENDQ j MECHANICAL JOINT VALVE U) 900 THREADED3: 0 EYE BOLTS W/NUTS L r STUB OUT LENGTH SHALL ui BE 20 L.F.(MIN.)WITH AAL JOINT RESTRAINTS m W PIPE BELL RESTRAINT o co THREADED STEEL ROD U) J ~ UPPER BEND �s'�, & W/NUT & LOCK W —J <( o REDUCER MECHANICAL JOINT SLEEVES ti tiAl a. WASHERS(TYP) SOCKET CLAMP WITH SOCKET CLAMP Z _ H c�tiOT Q (LENGTH AS REQUIRED) WASHERS (TYP.) N ANGLE OF 450 O = Z 0 NO. OF TIE RODS REQUIRED DIRECTION CHANGE PLUG ANCHOR STRAP = U W a TIE RODS U) _ „:..:. 0' 3"- 8" DIAMETER MAIN -2 TIE RODS REQUIRED PER JOINT(3/4"ROD) a MECHANICAL JOINT PLUG Z W 10" - 12" DIAMETER MAIN-4 TIE RODS REQUIRED PER JOINT (3/4" Roo) LOWER BEND LOCATE WIRE(TO BOX) W W Z Li 14" - 16" DIAMETER MAIN -6 TIE RODS REQUIRED PER JOINT(3/4" ROD) RUN A A W W y �� �� - REQUIRED PER JOINT 3/4" ROD) (SEE NOTE#2} -� O � � v 18 -20 DIAMETER MAIN 8 TIE RODS ( 24" DIAMETER MAIN - 12 TIE RODS REQUIRED PER JOINT (3/4" ROD) Q - - 14 TIE RODS REQUIRED PER JOINT (1" ROD) F. R MAIN ~ _ � W � 30 36 DIAMETER ANGLE OF 45 PLAN 42" -48" DIAMETER MAIN - 16 TIE RODS REQUIRED PER JOINT (1 1/4" ROD) L' a PLUG 54" DIAMETER MAIN - 18 TIE RODS REQUIRED PER JOINT(1 1/4" ROD) = DIRECTION CHANGE �- Z 0 Li J z Z VERTICAL OFFSET PROFILE DEAD - END THRUST COLLAR ANCHOR W J o W TO BE USED INSTEAD OF TOTAL RESTRAINED LENGTH (OPTIONAL)SIZE W v Q o AS PER THRUST BLOCK DETAIL(W-38). SEE DETAILS W-36&W-37. w °z BRANCH Q z w SECTION "A-A" W NOTES: O 3 g L ++N"ax+nuuuuw�ufu a_ a a w L L 1. IN LIEU OF BELL/ROD RESTRAINTS, MECHANICAL JOINT RESTRAINTS MAY BE USED. \`�.�a�ACJ.•�• •••b a,,���g uJ \Qr,• �yiE \/\\/\\�\\ +. : \�\\�\\�\� CO TEE 2. LOCATING WIRE REQUIRED, UTILIZING A LOCATE WIRE BOX INSTALLED AT PLUG LOCATION. o A L.L N o 3. NUMBER OF TIE RODS REQUIRED IS AS FOLLOWS: rn N W � Z 3"-8" DIAMETER MAIN -2 TIE RODS REQUIRED PER JOINT(3/4 ROD) 0 �� 10"- 12" DIAMETER MAIN-4 TIE RODS REQUIRED PER JOINT(3/4"ROD) p m r, 14"-16" DIAMETER MAIN-6 TIE RODS REQUIRED PER JOINT(3/4"ROD) Z.-i to o +M+I► S * * * * * * 18"-20" DIAMETER MAIN -8 TIE RODS REQUIRED PER JOINT(3/4"ROD) * * �► 24" DIAMETER MAIN-12 TIE RODS REQUIRED PER JOINT(3/4"ROD) a ••••'••• .•••''•• �, N FIRE HYDRANT LATERAL RUN 30 -36 DIAMETER MAIN-14 TIE RODS REQUIRED PER JOINT(1"ROD) a VALVE 42"-48" DIAMETER MAIN -16 TIE RODS REQUIRED PER JOINT(1 1/4"ROD) �'►�xennm+a+"`+� � NOTES: 54" DIAMETER MAIN -18 TIE RODS REQUIRED PER JOINT(1 1/4"ROD) Project No.: 'c GENERAL NOTE: 1. TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER SIDE OF TEE(RUN)SHALL 16-01-0006 d BE A TOTAL DISTANCE OF 30 FEET MIN. . 4. THE LOCATION OF THE DEAD END PLUG SHALL NOT BE UNDER PAVEMENT, IF POSSIBLE.THE STUB OUT SHALL (MIN.). EXTEND BEYOND THE INTERSECTION AREAS OR ROAD CROSSING BY 10 FEET(MIN.)WHERE POSSIBLE. Designed: Drawn: � 1. PAY ITEM " '" DENOTES A RESTRAINT WHICH IS PAID FOR ON A PER EACH BASIS. ;v 2. PAY ITEM "*'DENOTES A RESTRAINT WHICH IS PAID FOR ON A PER EACH BASIC. J.E.W. D. � ** ' Checked: O.C.: 2. PAY ITEM DENOTES A RESTRAINT WHICH IS INCLUDED IN THE UNIT PRICE BID FOR FITTING OR VALVE. Q 3. PAY ITEM"**" DENOTES A RESTRAINT WHICH IS INCLUDED IN THE UNIT PRICE BID FOR FITTING OR VALVE. PLUGGED DEAD END USING T.B.W. R. .W. �0 3. �'W INDICATES DIRECTION OF THRUST FORCE. Date: g NOVEMBER 12 2015 4 — MECHANICAL RESTRAINT DETAILS — II MECHANICAL RESTRAINTS MECHANICAL RESTRAINT DETAILS I Scale: tO JANUARY 2015 PLATE W-31 C JANUARY 2015 PLATE W-31 D JANUARY 2015 PLATE W-37 Sheet 10E ' NAL�R (u �O I , D", Im0.DAATTUA y E ZFAN11 NN 0 H M� ,. souTN INV._0.73 I C.. IWEST INV-_U.72 1 W 1 , STORM MANHOLE �. M CLEARING I♦ 1 `I TOP EL_S26 V O n INSTALL SILT FENCE I ^r N 0ul NAN 'N 'a � Tor IN- .ez V M EA4T NV. - 7 11 �� • � � 11 ,e•TMIN HAaY � � � ��1a M E C II ,a H atY FLOATING M ' Z II LIMITS OF TURBIDITY ^� p Z aA ,+ TO Mw�x CLEARING BARRIER .-. ,. a F AUJI � O N „ uuaa oAK 11 , LAUREL glue ' ,W>urxE ON 0 LJ LJ C 0 II d .� .� M w a S M ANHaE sr» INSTALL SILT FENCE INSTALL SILT FENCE &" n ' " e•MIM01" �. z r CYPP s i6- L j O r,MAPLE, E � . CL ,3'OYPOM u °' � " A MZ Lf) FLOATING TURBIDITY BARRIER --- kui FLOATING TURBIDITY BARRIER ` ®' C N N V �I ,--• w ILI o �� 1• `WAm ` t'i INSTALL HAYBALES O m ,O'OY " c INSTALL SILT FENCE U ClIamNG 4 II .- a TRUCTURES (TYP.) N a ii AROUND DRAINAGE ��+� Qv pN O z SF SF .. a -- ----------------------------- --- ----- P_D ,,� INSTALL SEDIMENT FILTER DOG L�I —_ — — — — — — — —— —— — _ -- , MAPLE OVER EXISTING CURB INLET L) - - -- - - - - - - - - - - - - - -- - -- - — - - - - " 1 t 'o• �- p —— ———————————— LIJ ———J I I t" NES,INV.-1.16 � 7'TUN OG POND — --------------- II � _�� � D _ II „` wN MA • ,e'Home1RY ,I OpN �== It d' M % II .. � INL�'f- W Off+ it C O soon,INV.- DIGS O LAE— .. '`:�.. -r- • „-`TRS ti r_. Z •' n • ,a•7M „ , o•,wr au „-TRIPLE no11”LAUREL OAK10 •_ Ir TrHN Eu, r t . . , o TMFUFr ELMw II N II t 9ERpY >. .aaD , W II , ! .MW• 122 t m 41 t014- "• I uuaa CI ,�• Q , a 0 0 f a SANITA,tY MANHOLE � .�+ :.':q' .� �' � ,er U�OAK Tca _s.� �''�� d W.L.&+I �'r* _ — ——:, _ _ z'nuawRYQ cn O z z W W Wafto W k t — �« 11 INSTALL HAYBALES � A`U`0 y N AROUND EXISTING x x t Q 1= DRAINAGE STRUCTURE ;,, INSTALL SILT FENCE SANITARY MANHOLE I17 MAPLE0 sY H `F O .I EAST RN EL-e.17 O Q NV.N.- L. 1 NV.W.-1.a ` - - - - L�RI UNITARY MANNOLE t �` O Q �/ z ELEVATN,N-0.17 N.A.V.D,lies DATUM — E1r vm MAKI _ y,� �i NANCBCRRY / t7»P,uAR[' ta' W LEGEND t o�+� Z J t :, TT" � LIMITS OF CLEARING t t Z z U z Lu CLEARING AREA t ,r Z INSTALL HAYBALES �- w AROUND DRAINAGE Q O 0 t STRUCTURES (TYP.) LV Q v TREE PROTECTION o SF SILT FENCE • r _ v -3 0 0 0 FLOATING TURBIDITY N o c BARRIER +,� 1.- N I W L ELEVA 0.e2 O i N l NJ1.V IM DATUM x ..- W -- iii HAYBALE , HACIRY t ,6t,, m 1 1 t MAPLE y"^`23',ww MAKE t ,e• #IAOKB�pRV - I t W LL Q z INSTALL HAYBALES t �-- AROUND DRAINAGE t ,+ LIMITS OF CLEARING Q = Z o STRUCTURES (TYP.) t � z t Y ► = r 1 LLI Q o z or,w °"` ,r INSTALL SI FENCE ui U) TREE BARRIER SHALL BE Tr PAuat M M. s PoWI r p W w PLACED TO THE OUTER LIMITS LIMITS OF CLEARING p,,, � OF TREE DRIPLINE. 6' MINIMUM j ;w r•PAS INSTALL SILT FENCE INSTALL 3' TREE FENCE ALONG AREAS } t+,F PKN � D W � Z � J TO BE PROTECTED ,♦•-PNE' t ,• z (SEE NOTES) PI `, PALM* t Q z S DIMENT AND EROSION CONTROL NOTES: ,u"" ® J m o 1. SEE SHEET NUMBER 2 FOR GENERAL NOTES AND LEGEND. ! o 2. CONTRACTOR SHALL PROVIDE HAY BALES AT ALL D WATERING SUMPS. _x 3. CONTRACTOR SHALL INSTALL HAY BALES OR SEDIM NT FILTER AROUND EACH INLET. Q I— d 4. SILT FENCE, HAY BALES AND OTHER ELEMENTS SH WN HEREON ARE GRAPHICAL REPRESENTATIONS AND ARE NOT MEANT TO BE EX CT. GENERALLY, THESE OBJECTS ARE PRESERVED UNDERSTORY INSTALLED OUTSIDE LIMITS OF UPLAND BUFFERS, WI IN PROJECT BOUNDARY AND OUTSIDE -" ,r Y� °CP'� LIMITS OF CONSERVATION AREAS AND JURISDICTIONAL WETLANDS. IT IS UP TO THE CONTRACTOR i t; ZA** TREE PROTECTION DETAIL o TO LOCATE ALL UPLAND BUFFERS AND WETLANDS PRIOR TO CONSTRUCTION ACTIVITIES. S N.T.S. CONTRACTOR SHALL PLACE THESE ELEMENTS ASC OSE AS PRACTICAL WITHOUT DISTURBING l „ •�'•• -� �' ' '. ILL TREE PROTECTION NOTES: UPLAND BUFFERS, ADJACENT PROPERTIES AND/OR WETLAND / CONSERVATION AREAS. �;o• ,. N CS "' O z w 1. ALL PROTECTED TREES SHALL BE PROTECTED FROM DAMAGE TO TOPS. TRUNKS AND ROOTS. SHOULD ANY DAMAGE OCCUR TO ANY EXISTING TREE TO REMAIN, CONTACT OWNER'S -� Q a REPRESENTATIVE. r MAPLE Q,r NldlORY Z N. p H 2. PRIOR TO DEMOLITION. CONTRACTOR SHALL TAG TREES TO REMAIN AS SPECIFIED BY CONTACT ' " _ 3 OWNER'S REPRESENTATIVE. PRIOR TO ANY LAND DISTURBANCE. KEEP FENCE UPRIGHT ,' •� ¢ N p 3. INSTALL TREE PROTECTION FENCE R OR , CLEARING NATES: FREE OF SILT AND IN GOOD REPAIR UNTIL PROJECT COMPLETION. 1. SEE SHEET NUMBER 2 FOR GENERAL NOTES AND LEGEND. rlsAu� " .� 4. WHERE EXCAVATING FOR NEW CONSTRUCTION IS REQUIRED WITHIN DRIP UNE OF TREES, HAND 2. CONTRACTOR SHALL PROTECT TREES TO REMAIN WI TREE PROTECTION FENCING PRIOR TO Project No.: EXCAVATE TO MINIMIZE DAMAGE TO ROOT SYSTEMS. CLEARING IN ACCORDANCE WITH APPROVED LANDSCAPE PLANS. REFER TO LANDSCAPE PLANS I 16-01-0006 5. TREE PROTECTION AREAS ARE TO REMAIN UNDISTURBED, FREE OF ANY DEBRIS. PROHIBITED TO ,ems,NAIL IN ANY FOOT OR VEHICULAR TRAFFIC AND THE STORAGE OF ANY CONSTRUCTION MATERIALS. / TREE MITIGATION PLANS FOR TREES TO REMAIN UNCLEARED AND LOCATION OF TREE ,,;.,.w oi'� Designed: Drawn: „ -- ---� J.E.W. D.C.G. - . '++ N.A.V.&Nies DATUM - R 6. PROVIDE A PRE-POSTED BARRICADE, POLYPROPYLENE HI WE ORANGE FENCE. REINFORCED W/ PROTECTION FENCING AND DETAILS. -' a $AS REBAR 0 10 O.C.ILT FENCE ALONG UPHILL SIDE OF TREEE OTECT PROTECTION SHOWN ON PLANS PROVIDE 3. CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE AT NO CLEARING OCCURS OUTSIDE THE — — — �5 Checked: O.C.: eO 7. A WATERPROOF. RIGID SIGN SHALL BE AFFIXED TO EACH INDIVIDUAL BARRICADE, SUCH THAT LIMITS OF WORK SHOWN HEREIN AND SHALL BE RE PONSIBLE FOR DAMAGE TO PRESERVED _ - T.B.W. R.C.W. g THERE IS ONE SIGN EVERY FIFTEEN FEET ALONG THE LENGTH OF THE BARRICADE. THE SIGNS TREES OUTSIDE THE LIMITS OF CLEARING. Date: 4 SHALL CONTAIN THE FOLLOWING WORDS. AND WILL BE MADE AVAILABLE BY THE CITY AT THE 4. CONTRACTOR SHALL BE RESPONSIBLE TO CLEAR AN GRADE ALL AREAS AS REQUIRED TO .ROP IILkT eROP NLET NOVEMBER 12 2015 T_ ORATE EL_6.e3 I I GRATE EL-6,42 o TIME OF PERMIT ISSUANCE: NO GRADE CHANGE. STORAGE OF MATERIALS, VEHICLES OR COMPLETE SITE WORK AND SHALL MAINTAIN AND IN TALL ALL TREE FENCING AS REQUIRED. �TM INV.-a, C TH NV.-3.2• Scale: EQUIPMENT IS PERMITTED WITHIN THIS TREE PROTECTION ZONE. THIS TREE PROTECTION II ATLANTIC BOULEVARD 1” =30' BARRIER MUST NOT BE REMOVED WITHOUT THE WRITTEN AUTHORIZATION OF THE CITY OF 3. CONTRACTOR SHALL PROVIDE HAY BALES AT ALL D-WATERING SUMPS. SII (100' ROW) y ATLANTIC BEACH. FOR INFORMATION, CALL (904) 247-5600. 4. CONTRACTOR SHALL INSTALL HAY BALES OR SEDIMENT FILTER AROUND EACH INLET. II SII Sheet OWNER'S REQUIREMENTS CONTRACTOR'S REQUIREMENTS E SITE DESCRIPTION GENERAL HAZARDOUS PRODUCTS CONSTRUCTED ON UNDISTURBED SOIL AND THE AREA BELOW THE LEVEL ,.. .., M TO TEAR UP IS STABILIZED. E WATER SHOULD NOT BE ALLOWED TO THE 3,600 CUBIC FEET OF STORAGE AREA PER ACRE DRAINED DOES NOT THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH SILT FENCE WILL BE INSPECTED FOR DEPTH OF SEDIMENT, S, V p 3 (� SEE IF THE FABRIC IS SECURELY ATTACHED TO THE FENCE POSTS, AND w U O PROJECT NAME AND LOCATION: RECONCENTRATE RELEASE LEVEL SPREADER SHALL BE CONSTRUCTED APPLY TO FLOWS FROM OFFSITE AREAS AND FLOWS FROM ONSITE AREAS HAZARDOUS MATERIALS. TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND. AQUATIC TOWNHOMES THE CONTRACTOR SHALL AT A MINIMUM IMPLEMENT THE CONTRACTOR'S IN ACCORDANCE TO CITY STANDARD DETAIL D-914. THAT ARE EITHER UNDISTURBED OR HAVE UNDERGONE FINAL ■ PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT * �' N ATLANTIC BEACH, FL REQUIREMENTS OUTLINED BELOW AND THOSE MEASURES SHOWN ON THE EROSION STABILIZATION WHERE SUCH FLOWS ARE DIVERTED AROUND BOTH THE THE SEDIMENT BASINS WILL BE INSPECTED FOR THE DEPTH OF SEDIMENT. 'S RESEALABLE AND BUILT UP SEDIMENT WILL BE REMOVED WHEN IT REACHES 10 V C J AND TURBIDITY CONTROL PLAN. IN ADDITION THE CONTRACTOR SHALL UNDERTAKE 5. STOCKPILING MATERI • NO EXCAVATED MATERIAL SHALL BE DISTURBED AREA AND THE SEDIMENT BASIN. ANY TEMPORARY SEDIMENT cn p PERCENT OF THE DESIGN CAPACITY OR AT THE END OF THE JOB. OWNER NAME AND ADDRESS: ADDITIONAL MEASURES REQUIRED TO BE IN COMPLIANCE WITH APPLICABLE PERMIT STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF BASINS CONSTRUCTED MUST BE BACKFILLED AND COMPACTED IN • WHICHEVER COMES FIRST. C ~ � ORIGINAL LABELS AND MATERIAL SAFETY DATA WILL BE RETAINED; THEY V M CONDITIONS AND STATE WATER QUALITY STANDARDS. DEPENDING ON THE NATURE THE PROJECT SITE INTO ANY ADJACENT WATER BODY OR STORM WATER ACCORDANCE WITH THE SPECIFICATIONS FOR STRUCTURAL FILL. ALL n O.S3 1575 DGETRSIDE� CONTAIN IMPORTANT PRODUCT INFORMATION. * ^-� OF MATERIALS AND METHODS OF CONSTRUCTION THE CONTRACTOR MAY BE COLLECTION FACILITY SEDIMENT COLLECTED IN PERMANENT OR TEMPORARY SEDIMENT TRAPS DIVERSION DIKES/SWALES WILL BE INSPECTED AND ANY BREACHES M BUILDING 100, SUITE 200 REQUIRED TO ADD FLOCCULANTS TO THE RETENTION SYSTEM PRIOR TO PLACING MUST BE REMOVED UPON FINAL STABILIZATION. PROMPTLY REPAIRED. 3 ATLANTA, GEORGIA 30318 * IF SURPLUS PRODUCT MUST BE DISPOSED OF MANUFACTURER'S OR LOCAL O to Z • THE SYSTEM INTO OPERATION. 8. EXPOSED AREA LIMITATION: THE SURFACE AREA OF OPEN. RAW ERODEABLE � * TEMPORARY AND PERMANENT SEEDING AND PLANTING WILL BE INSPECTED �� � N DESCRIPTION: 0 to SOIL EXPOSED BY ARING AND GRUBBING OPERATIONS OR AND STATE RECOMMENDED METHODS FOR PROPER DISPOSAL WILL BE Q= FOR BARE SPOTS, WASHOUTS, AND HEALTHY GROWTH. N ^ ��•, EXCAVATION AND Fl NG OPERATIONS SHALL NOT EXCEED 10 ACRES. FOLLOWED. CONSTRUCTION OF A MULTIFAMILY RESIDENTIAL DEVELOPMENT WITH SEQUENCE OF MAJOR ACTIVITIES: * N:. O THIS REQUIREMENT MAY BE WAIVED FOR LARGE PROJECTS WITH AN OTHER CONTROLS A MAINTENANCE INSPECTION REPORT MALL BE MADE AFTER EACH � cn d 6 BUILDINGS (23 UNITS) AND A SMALL AMENITY / PARK AREA. PRODUCT SPECIFIC PRACTICES .( N O w INSPECTION. A COPY OF THE REPORT FORM TO BE COMPLETED BY THE CONSTRUCTION WILL CONSIST OF REMOVAL OF UNSUITABLE EROSION CONTROL N WHICH DEMONSTRATES THAT OPENING OF 4) Qj u1 a a MATERIAL, FILLING. GRADING, UNDERGROUND UTILITIES, ROADWAYS ADDITIONAL AREAS WILL NOT SIGNIFICANTLY AFFECT OFF-SITE DEPOSIT THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ONSITE: INSPECTOR IS ATTACHED. O = A �M 6. UJ AND RELATED INFRASTRUCTURE THE ORDER OF ACTIVITIES WILL BE AS FOLLOWS: PETROLEUM PRODUCTS THE REPORTS WILL BE KEPT ON SITE DURING CONSTRUCTION AND OF SEDIMENTS. AVAILABLE UPON REQUEST TO THE OWNER, ENGINEER OR ANY FEDERAL, �� •�j D ►+-, SOIL DISTURBING ACTIVITIES WILL INCLUDE: CLEARING AND 1. INSTALL STABILIZED 9. INSTALL UTILITIES, STORM SEWER, WASTE DISPOSAL ALL ONSITE VEHICLES WILL BE MONITORED FOR LEAKS AND RECEIVE STATE OR LOCAL AGENCY APPROVING SEDIMENT AND AND EROSION = U (V p GRUBBING, EARTHWORK. PAVEMENT AND GRADING; STORM 7. INLET PROTECTION: I LETS AND CATCH BASINS WHICH DISCHARGE REGULAR PREVENTIVE MAINTENANCE TO REDUCE THE CHANCE OF PLANS, OR STORM WATER MANAGEMENT PLANS. tv JI O.E1 SEWER, AND PREPARATION FOR FINAL PLANTING AND SEEDING. CONSTRUCTION ENTRANCE CURBS & GUTTER. DIRECTLY OFF-SITE ALL BE PROTECTED FROM SEDIMENT-LADEN STORM THE REPORTS SHALL BE MADE AND RETAINED AS PART OF THE STORM ..d M o 2. INSTALL SILT FENCES AND HAY 10. APPLY BASE TO PROJECT WASTE MATERIALS LEAKAGE PETROLEUM PRODUCTS WILL BE STORED IN TIGHTLY SEALED WATER POLLUTION PREVENTION PLAN FOR AT LEAST THREE YEARS FROM �•- O z E BALES AS REQUIRED 11. COMPLETE GRADING AND RUNOFF UNTIL THE OOMPLETION OF ALL CONSTRUCTION OPERATIONS CONTAINERS WHICH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES THE DATE THAT THE SITE IS FINALLY STABILIZED AND THE NOTICE OF C M Z Of THAT MAY CONTRIBU SEDIMENT TO THE INLET. ALL WASTE MATERIALS EXCEPT LAND CLEARING DEBRIS SHALL BE USED ONSITE WILL BE APPLIED ACCORDING TO THE MANUFACTURER'S F- '- RUNOFF COEFFICIENT. 3. CLEAR AND GRUB FOR DIVERSION INSTALL PERMANENT TERMINA110N IS SUBMITTED THE REPORTS SHALL IDENTIFY ANY INCIDENTS C Z Q w dd 1. PRE-CONSTRUCTION - 80 SWALES/DIKES AND SEDIMENT SEEDING/SOD AND PLANTING COLLECTED AND STORED IN A SECURELY UDDEI) METAL DUMPSTER. THE RECOMMENDATIONS. OF NON-COMPLIANCE bo N V 2 DURING CONSTRUCTION 94 S. TEMPORARY SEEDING: AREAS OPENED BY CONSTRUCTION OPERATIONS DUMPSTER WILL MEET ALL LOCAL AND STATE SOLID WASTE MANAGEMENT BASIN 12. COMPLETE FINAL PAVING FERTILIZERS 4. CONSTRUCT SEDIMENTATION 13. REMOVE ACWMULATEO AND THAT ARE NOT ANTICIPATED TO BE RE-EXCAVATED OR DRESSED AND REGULATIONS. THE DUMPSTER WALL BE EMPTIED AS NEEDED AND THE c 3. POST-CONSTRUCTION 94 RECEIVE FINAL GRASSING TREATMENT WITHIN 30 DAYS SHALL 8E SEEDED TRASH WILL BE HAULED TO A STATE APPROVED LANDFILL ALL FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS THE SITE SUPERINTENDENT WILL SELECT UP TO THREE INDIVIDUALS WHO to 8 � N BASIN SEDIMENT FROM BASINS WILL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE AND REPAIR ,- $ ... O- N SOILS 5. CONTINUE CLEARING AND 14. WHEN ALL CONSTRUC110N WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY PERSONNEL WILL BE INSTRUCTED REGARDING THE CORRECT RECOMMENDED BY THE MANUFACTURER. ONCE APPLIED, FER71UZER WALL ACTIVITIES. AND FILLING OUT THE INSPECTION AND MAINTENANCE C' N_ SEE SOIL BORING REPORT FOR SOILS DATA COVER DURING THE SON IN WHICH IT IS PLANTED AND WILL NOT PROCEDURE FOR WASTE DISPOSAL NOTICES STATING THESE BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER. b- SEE ACTIVITY IS COMPLETE AND THE I �' 0 Q SITE MAPS; LATER COMPETE WITH SITE IS STABILIZED, THE PERMANENT GRASSING. PRACTICES WILL BE POSTED AT THE CONSTRUCTION SITE BY THE STORAGE WILL BE IN A COVERED AREA. THE CONTENTS OF ANY s PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE m Z 6. S • SEE ATTACHED GRADING PLAN FOR PRE & POST DEVELOPMENT GRADES, TOCK PILE TDF' SOIL IF REQUIRED REMOVE ANY CONSTRUCTION SUPERINTENDENT. THE INDIVIDUAL WHO MANAGES PARTIALLY USED BAGS OF FERTILIZER WILL BE TRANSFERRED TO A AREAS OF SOILS. DISTURBANCE. LOCATION OF SURFACE WATERS, WETLANDS. 7. PERFORM PRELIMINARY GRADING TEMPORARY DIVERSION 9. TEMPORARY SEEDING D MULCHING: SLOPES STEEPER THAN 6:1 THAT RESPONSIBILITIES WILL RECEIVE TRAINING FROM THE SITE THE DAY-TO-DAY SITE OPERATIONS, WALL BE RESPONSIBLE FOR SEALABLE PLASTIC BIN TO AVOID SPILLS. SUPERINTENDENT. THEY WILL BE TRAINED IN ALL THE INSPECTION AND U PROTECTED AREAS, MAJOR STRUCTURAL AND NONSTRUCTURAL CONTROLS ON SITE AS REQUIRED SWALES/bIKES AND RESEED/SOD FALL WITHIN THE CATEGORY ESTABLISHED IN PARAGRAPH 8 ABOVE w SEEING THAT THESE PROCEDURES ARE FOLLOWED. MAINTENANCE PRACTICES NECESSARY FOR KEEPING THE EROSION AND o AND STORM WATER DISCHARGE POINTS. 8. STABILIZE DENUDED AREAS AND AS REQUIRED SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY 2 INCHES PAINTS SEDIMENT CONTROLS USED ONSITE IN GOOD WORKING ORDER. 0 • SEE ATTACHED EROSION & TURBIDITY CONTROL PLAN FOR LOCATION OF STOCKPILES AS SOON AS LOOSE MEASURE OF MULCH MATERIAL CUT INTO THE SOIL OF THE SEEDED ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT t1 TEMPORARY STABIUZA71ON PRACTICES, AND TURBIDITY BARRIERS PRACTICABLE * SEE GENERAL NOTES FOR REQUIREMENTS FOR TEMPORARY AND AREA ADEQUATE TO PREVENT MOVEMENT OF SEED AND MULCH. REQUIRED FOR USE. EXCESS PAINT WILL NOT 8E DISCHARGED TO THE w x PERMANENT STABILIZATION. HAZARDOUS WASTE STORM SEWER SYSTEM BUT WALL BE PROPERLY DISPOSED OF ACCORDING NON-STORM WATER DISCHARGES 10. TEMPORARY GRASSIN . THE SEEDED OR SEEDED AND MULCHED AREAS) 2 ~ ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED OF IN THE TO MANUFACTURERS' INSTRUCTIONS OR STATE AND LOCAL REGULATIONS. IT IS EXPECTED THAT THE FOLLOWING NON-STORM WATER DISCHARGES V) O SHALL BE ROLLED 0 WATERED OR HYDROMULCHED OR OTHER MANNER SPECIFIED BY LOCAL OR STATE REGULATION OR BY THE CONCRETE TRUCKS WILL OCCUR FROM THE SITE DURING THE CONSTRUCTION PERIOD: '> >- SITE AREA: TIMING OF CONTROLS/MEASURES SUITABLE METHODS REQUIRED TO ASSURE OPTIMUM GROWING 1. TOTAL AREA OF SITE - 1.71f Ac. MANUFACTURER. SITE PERSONNEL WALL BE INSTRUCTED IN THESE CONCRETE TRUCKS WILL NOT BE ALLOWED TO WASH OUT OR DISCHARGE Q 2. TOTAL AREA TO BE DISTURBED 3.71f Ac. CONDITIONS FOR THI ESTABLISHMENT OF A GOOD GRASS COVER. * WATER FROM WATER UNE FLUSHING PRACTICES AND THE SITE SUPERINTENDENT, THE INDIVIDUAL WHO SURPLUS CONCRETE. OR DRUM WASH WATER ON THE SITE. Z AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, THE SILT FENCES TEMPORARY GRASSI G SHALL BE THE SAME MIX & AMOUNT REQUIRED MANAGES DAY-TO-DAY SITE OPERATIONS.WILL BE RESPONSIBLE FOR O FOR PERMANENT GR NG IN THE CONTRACT SPECIFICATIONS. * PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR AND HAY BALES, STABILIZED CONSTRUCTION ENTRANCE AND SEDIMENT SEEING THAT THESE PRACTICES ARE FOLLOWED. SPILL CONTROL PRACTICES HAZARDOUS MATERIALS HAVE OCCURRED). NAME OF RECEIVING WATERS: BASIN WALL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY 11. TEMPORARY REGRA NG : IF, AFTER 14 DAYS FROM SEEDING, THE HOPKINS CREEK OTHER PORTIONS OF THE SITE. STABILIZATION MEASURES SHALL BE TEMPORARY GRASSE) AREAS HAVE NOT ATTAINED A MINIMUM OF 75 SANITARY WASTE IN ADDITION TO THE G000 HOUSEKEEPING AND MATERIAL MANAGEMENT • UNCONTAMINATED GROUNDWATER (FROM DEWATERING EXCAVATION). � INITIATED AS SOON AS PRACTICAL IN PORTIONS OF THE SITE WHERE PERCENT GOOD GRA COVER. THE AREA WALL BE REWORKED AND ALL SANITARY WASTE WILL BE COLLECTED FROM THE PORTABLE UNITS AS PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN. THE ALL NON-STORM WATER DISCHARGES WILL BE DIRECTED TO THE SEDIMENT a' CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY ADDITIONAL SEED PLIED SUFFICIENT TO ESTABLISH THE DESIRED NEEDED TO PREVENT POSSIBLE SPILLAGE. THE WASTE WILL BE COLLECTED FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND BASIN PRIOR TO DISCHARGE � CEASED. ONCE CONSTRUCTION ACTIVITY CEASES PERMANENTLY IN AN VEGETATIVE COVER. AND DEPOSED OF IN ACCORDANCE WITH STATE AND LOCAL WASTE DISPOSAL CLEANUP: i.._. AREA. THAT AREA WILL BE STABILIZED PERMANENTLY IN ACCORDANCE REGULATIONS FOR SANITARY SEWER OR SEPTIC SYSTEMS. a a a a a Z z WITH THE PLANS. AFTER THE ENTIRE SITE IS STABILIZED, THE 12. MAINTENANCE: ALL TURES OF THE PROJECT DESIGNED AND MANUFACTURERS' RECOMMENDED METHODS FOR SPILL CLEANUP WALL BE CONTRACTOR'S CERTIFICATION - CONTROLS CONSTRUCTED TO T EROSION AND SEDIMENT SHALL BE ACCUMULATED SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAPS OFFSITE VEHICLE .'TRACKING CLEARLY POSTED ON SITE AND SITE PERSONNEL WILL BE MADE AWARE OF THE I NDTIO UNDER PENALTY L LAW THAT I UNDERSTAND THE TERMS AND AND THE EARTH DIKE/SWALES WILL BE REGRADED/REMOVED AND STABILIZED MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEANUP � THIS PLAN UTILIZES BEST MANAGEMENT PRACTICES TO CONTROL IN ACCORDANCE WITH THE EROSION & TURBIDITY CONTROL PLAN. FUNCTION AS THEY ORIGINALLY DESIGNED AND CONSTRUCTED. A STABILIZED CONSTRUCTION ENTRANCE WALL BE PROVIDED TO HELP SUPPLIES. CONDITIONS OF THE GENERAL NATIONAL POLLUTANT DISCHARGE EROSION AND TURBIDITY CAUSED BY STORM WATER RUN OFF. AN EROSION AND ELIMINATION SYSTEM (NPDES) PERMIT THAT AUTHORIZES THE STORM WATERIr TURBIDITY PLAN HAS BEEN PREPARED TO INSTRUCT 111E CONTRACTOR ON REDUCE VEHICLE TRACKING OF SEDIMENTS. THE PAVED STREET ADJACENT Z Q 13. PERMANENT EROSION CONTROL THE EROSION CONTROL FACILITIES OF TO THE SITE ENTRANCE WALL BE SWEPT DAILY TO REMOVE ANY EXCESS MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT DISCHARGES ASSOCIATED WITH INDUSTRIAL ACTIVITY FROM THE �( n. PLACEMENT OF THESE CONTROLS. IT IS THE CONTRACTORS RESPONSIBILITY THE PROJECT SHOULD BE DESIGNED TO MINIMIZE THE IMPACT ON THE MUD. DIRT OR ROCK TRACKED FROM THE SITE. DUMP TRUCKS HAULING IN THE MATERIAL STORAGE AREA ONSITE. EQUIPMENT AND MATERIALS WILL CONSTRUCTION SITE IDENTIFIED AS PART OF THIS CERTIFICATION. �/ ` z TO INSTALL AND MAINTAIN THE CONTROLS PER PLAN AS WELL AS ENSURING CONTROLS OFFSITE FACILITIES. MATERIAL FROM THE CONSTRUCTION SITE WILL BE COVERED NTH A INCLUDE BUT NOT BE LIMITED TO BROOMS. DUST PANS, MOPS, RAGS, W Z � O THE PLAN IS PROVIDING THE PROPER PROTECTION AS REQUIRED BY FEDERAL, IT IS THE CONTRACTORS RESPONSIBILITY TO IMPLEMENT THE EROSION AND TARPAULIN. GLOVES. GOGGLES, LIQUID ABSORBENT (i.e. KITTY UTTER OR EQUAL STATE AND LOCAL LAWS. REFER TO "CONTRACTORS RESPONSIBILITY FORA 14. PERMANENT SEEDING: ALL AREAS WHICH HAVE BEEN DISTURBED BY (' ' )' w VERBAL DESCRIPTION OF THE CONTROLS THAT MAY BE IMPLEMENTED. TURBIDITY CONTROLS AS SHOWN ON THE EROSION AND TURBIDITY CONTROL CONSTRUCTION WILL. AS A MINIMUM. BE SEEDED. THE SEEDING MIX MUST SAND, SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY O Z O PLAN. IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO ENSURE THESE FOR THIS PURPOSE PROVIDE BOTH LONG-TERM VEGETATION AND RAPID GROWTH SEASONAL INVENTORY FOR POLLUTION PREVENTION PLAN � �' O STORM WATER MANAGEMENT CONTROLS ARE PROPERLY INSTALLED , MAINTAINED AND FUNCTIONING PROPERLY VEGETATION. SLOPES STEEPER THAN 4:1 SHALL BE SEEDED AND MULCHED W 1.� _ STORM WATER DRAINAGE WILL BE PROVIDED BY (DESRIPTION:) TO PREVENT TURBID OR POLLUTED WATER FROM LEAVING THE PROJECT SITE �ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. F J o _ OR SODDED. I- STORM SEWER PIPES THE CONTRACTOR WALL ADJUST THE EROSION AND TURBIDITY CONTROLS SHOWN THE MATERIALS OR SUBSTANCES LISTED BELOW ARE EXPECTED TO BE 'c Z w FOR THE PROJECT. AREAS WHICH ARE NOT TO BE CONSTRUCTED ON, BUT ON THE EROSION AND TURBIDITY CONTROL PLAN AND ADD ADDITIONAL CONTROL STRUCTURAL PRACTICES PRESENT ONSITE DURING CONSTRUCTION: THE SPILL AREA WALL BE KEPT WELL VENTILATED AND PERSONNEL WILL � -� o _ LL WILL BE REGRADED SHALL BE STABILIZED IMMEDIATELY AFTER GRADING IS MEASURES. AS REQUIRED,TO ENSURE THE SITE MEETS ALL FEDERAL. STATE AND WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM O O W v COMPLETE. WHEN CONSTRUCTION IS COMPLETE. A TOTAL OF 171 ACRES WALL LOCAL EROSION AND TURBIDITY CONTROL REQUIREMENTS. THE FOLLOWING BEST 1. TEMPORARY DIVERS11 N DIKE. TEMPORARY DIVERSION DIKES MAY BE ®Concrete Fertilizers ® Wood CONTACT WITH A HAZARDOUS SUBSTANCE. U > MANAGEMENT PRACTICES WILL BE IMPLEMENTED BY THE CONTRACTOR AS USED TO DIVERT NOFF THROUGH A SEDIMENT-TRAPPING FACILITY. 0 HAVE BEEN REGRADED, �. ACRES LEFT UNDISTURBED. THE SITE DISCHARGES ® Asphalt ® Petroleum Based Products Masonry Blocks 9 (n W O P ® Y SPILL OF TOXIC OR HAZARDOUS MATERIAL WALL BE REPORTED TO THE TO A WET DETENTION SYSTEM AND SUBSURFACE SIORMWATER MANAGEMENT REQUIRED BY THE EROSION AND TURBIDITY CONTROL PLAN AND AS REQUIRED AND IT SHALL BE ONSTRUCTED IN ACCORDANCE TO D-914. o FACILITY. WHERE PRACTICAL, TEMPORARY SEDIMENT BASINS WILL BE USED TO TO MEET THE EROSION AND TURBIDITY REQUIREMENTS IMPOSED ON THE PROJECT ® Tar ® Cleaning Solvents ® Roofing Materials APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE INTERCEPT SEDIMENT BEFORE ENTERING THE PERMANENT DETENTION BASIN. BITE BY THE REGULATORY AGENCIES. 2. TEMPORARY SEDIM T TRAP: A SEDIMENT TRAP SHALL BE INSTALLED IN ® Detergents ® Paints ® Metal Studs SIZE OF THE SPILL. �- o AN DRAINAGEWAY AT A STORM DRAIN INLET OR AT OTHER POINTS OF13 x DISCHARGE FROM A DISTURBED AREA. THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO d EROSION AND SEDIMENT CONTROLS w STABILIZATION PRACTICES THE FOLLOWING SEDIMENT TRAPS MAY BE CONSTRUCTED EITHER PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP UJ INDEPENDENTLY OR IN CONJUNCTION WITH A TEMPORARY DIVERSION SLI- PREVENTION THE SPILL IF THERE IS ANOTHER ONE A DESCRIPTION OF THE SPILL. WHAT w M 1. HAY BALE BARRIER: HAY BALE BARRIERS CAN BE USED BELOW DIKE CAUSED IT. AND THE CLEANUP MEASURES WALL ALSO BE INCLUDED. O DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE MATERIAL MANAGEMENT PRACTICES J TIMING OF CONTROLS/MEASURES A. BLOCK & GRA SEDIMENT FILTER - THIS PROTECTION IS FOLLOWING LIMITATIONS: A. FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TODAY SITE W J A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. APPLICABLE VNi HEAVY FLOWS ANDWHERE AN OVERFLOW OPERATIONS. WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR. U_ z REFER TO " CONTRACTORS RESPONSIBILITY FOR THE TIMING OF B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM CAPACITY IS NECESSARY TO PREVENT EXCESSIVE ESSIVE PONDING AROUND BE USED 1O REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE c CONTROL/MEASURES THE STRUCTURE REFER TO 0-902 FOR CONSTRUCTION OF A OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. HE/SHE WALL DESIGNATE AT LEAST ONE OTHER SITE PERSONNEL WHO z� F- D CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. CURB INLET SED MENT FILTER, AND D-904 FOR CONSTRUCTION OF A WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE W O = Z Z CERTIFICATION OF COMPLIANCE WITH C. WHERE EFFECTIVENESS IS REQUIRED FOR LESS THAN 3 MONTHS. DROP INLET MENT FILTER. 6000 HOUSEKEEPING INDIVIDUALS WALL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE J f- W Q < FEDERAL. STATE AND LOCAL REGULATIONS D. EVERY EFFORT SHOULD BE MADE TO LIMIT THE USE OF STRAW BALE OF PREVENTION AND CLEANUP. THE NAMES OF RESPONSIBLE SPILL Z DROP BARRIERS CONSTRUCTED IN LIVE STREAMS OR IN SWALES WHERE S. GRAVEL SEDIMEN TRAP - THIS PROTECTION IS APPLICABLE WHERE THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED PERSONNEL WILL BE POSTED IN THE MATERIAL STORAGE AREA AND IF 15Z Q U THERE IS THE POSSIBILITY OF A WASHOUT. IF NECESSARY. MEASURES HEAVY CONCENTRATED FLOWS ARE EXPECTED, BUT NOT WHERE ONSITE DURING THE CONSTRUCTION PROJECT.. Z � W � � z WITH FEDERAL, STATE AND LOCAL LAWS RELATED TO STORM W PONDING AROUND THE STRUCTURE MIGHT CAUSE EXCESSIVE APPLICABLE, IN THE OFFICE TRAILER ONSITE SHALL BE TAKEN TO PROPERLY ANCHOR BALES TO INSURE � p w IN ACCORDANCE WATER MANAGEMENT AND EROSION AND TURBIDITY CONTROLS. THE FOLLOWING AGAINST WASHOUT. AREAS. REFER INCONVENIENCE 0 0-803 FAIR CONSTRUCTION OF DAMAGE TO ADJACENT STRUCTURES & UNPROTECTED * m MM w v OR CURB INLET do EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO O W Ld n/ PERMITS HAVE BEEN OBTAINED. REFER TO CITY STANDARD DETAIL D-913 FOR CONSTRUCTING THE HAY THE JOB.SEDIMENT TRAP' MAINTENANCE/INSPECTION PROCEDURES `� LL D.E.R. DREDGE/FILL PERMIT BALE BARRIER. ALSO REFER TO D-901, D-911 AND D-12 FOR PROPER 3 C. DROP INLET SE HENT TRAP - THIS PROTECTION IS APPLICABLE WHERE * ALL MATERIALS STORED ONSITE WALL BE STORED IN A NEAT. ORDERLY H X W C.O.E. DF2EDGE/FlLL PERMIT LOCATION. MATERIAL d: USAGE. EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES U a_ S.J.R.W.M.D. M.S.S.W. PERMIT THE INLET DRAI S A RELATIVELY FLAT AREA (S < 5%) AND WHERE MANNER IN THEIR APPROPRIATE CONTAINERS AND. IF POSSIBLE. UNDER A � J 2. FILTER FABRIC BARRIER: FILTER FABRIC BARRIERS CAN BE USED BELOW SHEET OR OVERAND FLOWS (Q < 0.5 CFS) ARE TYPICAL THIS METHOD ROOF OR OTHER ENCLOSURE. THE FOLLOWING ARE INSPECTION AND MAINTENANCE PRACTICES THAT WILL SE Z W DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WITH THE SHALL NOT AP Y TO INLETS RECEIVING CONCENTRATED FLOWS SUCH USED TO MAINTAIN EROSION AND SEDIMENT CONTROLS. Q �y o POLLUTION PREVENTION PLAN CERTIFICATION FOLLOWING LIMITATIONS: AS IN STREET HIGHWAY MEDIANS. REFER TO 0-905 FOR * PRODUCTS WILL KEPT IN THEIR ORIGNAL CONTAINERS HATH THE LL * NO MORE THAN 10 ACRES OF THE SITE WILL BE DENUDED AT ONE TIME imU A. WHERE THE MAXIMUM SLOPE BEHIND THE BARRIER IS 33 PERCENT. CONSTRUCTION OF HAY BALE & FABRIC SEDIMENT FILTER. ORIGINAL MANUFACTURER'S LABEL WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. U_ I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL B. IN MINOR SWALES OR DITCH LINES WHERE THE MAXIMUM O 3. OUTLET PROTECTION. APPLICABLE TO THE OUTLETS OF ALL PIPES AND Q >_ ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN CONTRIBUTING DRAINAGE AREA IS NO GREATER THAN 2 ACRES. * SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS • ALL CONTROL MEASURES WILL BE INSPECTED BY THE SUPERINTENDENT, ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUAUFIED REFER TO QTY STANDARD DETAIL D-910 FOR PROPER CONSTRUCTION PAVED CHANNEL RECOMMENDED BY THE MANUFACTURER. C11ONS WHERE THE FLOW COULD CAUSE EROSION THE PERSON RESPONSIBLE FOR THE DAY TO DAY SITE OPERATION OR < Q UJ PERSONNEL PROPERLY GATHERED AND EVALUATED THE INFORMATION OF THE FILTER FABRIC BARRIER. dt SEDIMENT PROBUDA TO THE RECEIVING WATER BODY. SILT FENCES dt SOMEONE APPOINTED BY THE SUPERINTENDENT, AT LEAST ONCE A WEEK AND a- HAY SALES ARE TO BE INSTALLED IMMEDIATELY DOWNSTREAM OF THE FOLLOWING ANY STORM EVENT OF 0.25 INCHES OR GREATER. q O Q SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO * WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE N�uunnnu+N,Ny � Q. 3. BRUSH BARRIER WITH FILTER FABRIC: BRUSH BARRIER MAY BE USED DISCHARGING STRUCTURE AS SHOWN ON THE OUTLET PROTECTION DETAIL �a MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR DISPOSING OF THE CONTAINER. • ALL TUMIDITY CONTROL MEASURES WILL BE MAINTAINED IN GOOD WORKING a�``` �c N Li GATHERING THE INFORMATION, THE INFORMATION SUBMITTED IS, TO THE BELOW DISTURBED AREAS SUBJECT TO SHEET AND RILL EROSION WHERE ORDER; IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF `� CJ .•�JT BEST OF MY KNOWLEDGE AND BELIEF. TRUE, ACCURATE. AND COMPLETE. 1 ENOUGH RESIDUE MATERIAL IS AVAILABLE ON SITE 4. SEDIMENT BASIN: WILL BE CONSTRUCTED AT THE COMMON DRAINAGE ••""" AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE LOCATIONS THAT VE AN AREA WITH 10 OR MORE DISTURBED ACRES * MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL REPORT. r 4. LEVEL SPREADER: A LEVEL SPREADER MAY BE USED WHERE SEDIMENT- AT ONE TIME. THE PROPOSED STORM WATER PONDS (OR TEMPORARY WILL FOLLOWED. * T CE WHEN IT HAS a� to `" 0 =8+ 4 INFORMATION, INCLUDING THE POSSIBILITY OF FINE AND IMPRISONMENT FOR PONDS) WILL BECONSTRUCTED FOR USE AS SEDIMENT BASINS. THESE ti. BUILT UP SEDIMENT NALL BE REMOVED FROM SIL FEN N ,�' Z FREE STORM RUNOFF IS INTERCEPTED AND DIVERTED AWAY FROM THE * REACHED ONE-THIRD THE HEIGHT OF THE FENCE 0 FW- KNOWING VIOLATIONS. SEDIMENT BASINS h UST PROVIDE A MINIMUM OF 3.600 CUBIC FEET OF THE SITE SUPERINTENDENT WALL INSPECT DAILY TO ENSURE MATERIALS H GRADED AREAS ONTO UNDISTURBED STABILIZED AREAS. THIS PRACTICE APPLIES ONLY IN THOSE SITUATIONS WHERE THE SPREADER CAN STORAGE PER ACR ' DRAINED UNTIL FINAL STABILIZATION OF THE SITE. ONSITE RECEIVE PROPER USE AND DISPOSAL CO- SIGNED: �` , ••......... Project No.: DATED: 16-01-0006 O v Designed: Drawn: :. J.E.W. D.C. a, Checked: O.C.: Q T.B.W. R.C.W. Date: o NOVEMBER 12 2015 0 Scale: so Sheet 12 • .0 SET YAC NAIL IN V �' E CONCRETE CUTTER I �. V .19 N 88 DAT AUM 4­0� O I V M U LEGEND rte' It § TREE TO BE PRESERVED 0� � Q V p O I 864 PROTECTED TREE TO ■ ' Cu S BE REMOVED v OCT N ............. 0 - NON-PROTECTED TREEIn 0 TO BE REMOVED .-- -.... to .. „ LIMITS OF CLEARING � OM E �X` TREE BARRICADE ~� 00 \ Z \ � N 66 71` SF­ SILT FENCE s. r 42 65 2 d' rn '7 O 227 70 `` •,;,, N O w m 64 72 O > Or - M 43 63 76 �� �bQ CIw U. Z i 62 W L. z NMZ of 40 i CLn O 44... 81 N < uJ 45 61 8In U W .-� fl �� O dm 46` O pC\ O =� O N \ 83 0 EXISTING DOG PARK 48 8a 3 w SF SF _ _ _ _�.---. ..... +. \ J 51 ... . , ..... c —————— ———— — — ' S a — Of — — --- - — ——— ———————— — ——— —— 5 87 NON—PROTECTED TREE w LIMITS OF CLEARING TO BE REMOVED (TYP.) c 5 :ti O 37 \ �:�\\\\ Q) Z 5 1 R, mammZ >•:: 5 \� 95 94 CLEARING \+ 7_. 13 ...... _. 15 1y.. . . 31 LIMITS OF CLE o �. 3 5LIJ \� \ .: f s 99 9 SILT FENCE TYP.) + 4 fi ( W 177777 —X% 00 (D m I \ \ 19 35 E REMOVED ( ) 2 * 26 27 2 BROTE TREE TO Q O : 10 I- • Q , ' 11 12 (-1-03-) 21 a a a 25 Z 102 is 9 ,• :. \._ .. 5 Z � 10 107 21 fy_ TREE BARRICADE (TYP.) BENCH MANIC: ..._. .. 16 EAST RM CF SANITARY MANHOLE 1a �•' O ELEVATION 8.17 N.AV.D.1988 DATUM Z 108 212 O LLJ 10 � 209 109 V W \\ 208 207 \. U 1 2 0 O TREE MITIGATION W > \�A 205 o FOR COMMERCIAL PROPERTIES Fes ,.- SETf'ACNAIL IN \ TRO 204 aEVCON 'A91oNE4112 i1M v \ 3 v.4 \ ui INCHES MITIGATION MITIGATION MITIGATION ""` MITIGATION LOCATION \ REMOVED RATIO ', INCHES INCHES PROVIDED 200 m • •,.. 99 192 190 �� O � DOG PARK / CITY OF 116 385 1 :1 385 492 s7 96 230 W o ATLANTIC BEACH PARCEL195 ;, �' LL z � � — � AQUATIC PARCEL 1599 1:2 799.5 688 18 0 = z o 187 LL) Q TOTAL 1184.5 Q z Q 0 z Z RELOCATED INCHES (ONSITE) 504 1 W 119 1 3 184 M 0 w Y 118 LLI REPLACEMENT INCHES SEE PLANT LIST) 927 TREE BARRIER SHALL BE " 17 t 175 1a W REP � � PLACED TO THE OUTER LIMITS 121 229 17 F"� U OF TREE DRIPUNE, 6' MINIMUM \. $ 177 w LLI BALANCE DUE 1431.0 1$ 1sa `� a � r 162 U_ �-- C� 160 166 \ z W 122 ,5 56 161 Z INSTALL 3' TREE n/ FENCE ALONG AREAS 159 165 1 Q z TO BE PROTECTED ` 12a 1 —J M U (SEE NOTES) T CALCULATION 3 25 55 158 ..x. =: W PAYMENT �� LI- 163 vv ��`vvvv ,r O \\\ } Q 153 Lli TOTAL PAYMENT DUE 0 X $12 = $0.00 ~ 1 a 15„ 150 \ ,\\ �•' � "'' Q Q Lu- 'a PRESERVED UNDERSTORY IL THE SITE CONTAINS LARGE AMOUNTS OF B' RIED TRASH CONSISTING OF PLASTIC, PAPER, GLASS AND WOOD 128 "? a, ETA 12 147 U C[ _ TREE PROTECTION D 2g REPRESENTATIVE OF A SITE PREVIOUSLY USED FOR DUMPING HOUSEHOLD WASTE. THESE I �� �� o WHICH IS _ N.T.S. 131 13 x: ,,,,, •� J o ARE UNSUITABLE FOR DEVELOPMENT AND FOR HEALTHY GROWTH OF DESIRABLE TREES. PER 144 TREE PROTECTION NOTES: CONDITIONS � ' � � TING SITE CONDITIONS THAT \\ �� .tea N � SECTION 23-8. DEFINITIONS, ADVERSE SITE CONDITIONS SHALL MEAN EXIS ''' _ .:943 '- 1. ALL PROTECTED TREES SHALL BE PROTECTED FROM DAMAGE TO TOPS, TRUNKS AND ROOTS. UNFAVORABLY AFFECT THE IMPLEMENTION OF THE PROVISIONS OF THIS CHAPTER AND THAT HINDER PLANT 132 SHOULD ANY DAMAGE OCCUR TO ANY EXISTING TREE TO REMAIN, CONTACT OWNERS REPRESENTATIVE. VIABILITY AND GROWTH. (2) EXISTING AREAS OF BURIED SOLID WASTE AT A DEPTH THAT WOULD AFFECT a PRIOR TO DEMOLITION. CONTRACTOR SHALL TAG TREES TO REMAIN AS SPECIFIED BY CONTACT t— N 2. P VIABILITY OF PRESERVED OR PLANTED MAT RIAL. 1 z OWNERS REPRESENTATIVE. p 3. INSTALL TREE PROTECTION FENCE PRIOR TO ANY LAND DISTURBANCE. KEEP FENCE UPRIGHT, }: Project No.. FREE OF SILT AND IN GOOD REPAIR UNTIL PROJECT COMPLETION. PER RESOLUTION NO. 16-02 THE SITE HAS BEEN DESIGNATED AS A BROWNFIELD. 4. WHERE EXCAVATING FOR NEW CONSTRUCTION IS REQUIRED WITHIN DRIP UNE OF TREES, HAND 16gned: 06 N EXCAVATE TO MINIMIZE DAMAGE TO ROOT SYSTEMS. OOWC MARK 0' FREE OF ANY DEBRIS, PROHIBITED TO oo7acTE"AIL�" 137 139 - Designed: Drawn: 0 5. TREE PROTECTION AREAS ARE TO REMAIN UNDISTURBED, E REFER TO REPORT OF GEOTECHNICAL EXPLORATION BY ELLIS & ASSOCIATES, INC. DATED OCTOBER 26 2015. ELEVATION-7.89 ' J.E.W. A.N.B. ANY FOOT OR VEHICULAR TRAFFIC AND THE STORAGE OF ANY CONSTRUCTION MATERIALS. N.tivD.19ee DATLM 136 . :* YPROPYLENE HI WE ORANGE FENCE, REINFORCED W/ (E&A PROJECT NO. 3719-0019) THE SOIL ORINGS REVEAL THAT THE SITE CONTAINS LARGE AMOUNTS OF ca 6. PROVIDE APRE–POSTED BARRICADE, POL \� -"' Checked: O.C.: S. PROVIDE THE PROJECT PROPOSES TO REMOVE THE — — W_..... ... \ ��, T.B.W. R.C.W. 0 TO BE PRESERVED AS SHOWN ON PLAN ch Cr REBAR • �o o.c. AROUND ALL TREES TRASH THAT ARE AT DEPTHS RANGING FRO 0 TO 8.5 DEPTH F TREE PROTECTION FENCES. IES RE UIRED TO REMOVE Q SILT FENCE ALONG UPHILL SIDE 0 D THE SOIL DISTURBING ACTIVIT Q - ' ' " . ... =t-' - `� Date' to WATERPROOF, RIGID SIGN SHALL BE AFFIXED TO EACH INDIVIDUAL BARRICADE, SUCH THAT TRASH ONSITE. THE UNFAVORABLE CONDITIONS AN 7. A W o THERE IS ONE SIGN EVERY FIFTEEN FEET ALONG THE LENGTH OF THE BARRICADE. THE SIGNS NOVEMBER 12, 2015 THE TRASH FROM THE SITE WILL PREVENT THE APPLICANT FROM PRESERVING THE TREES ONSITE. THUS, NO 9 SHALL CONTAIN THE FOLLOWING WORDS, AND WILL BE MADE AVAILABLE BY THE CITY AT THE ,p,,, w z Scale: 0 TIME OF PERMIT ISSUANCE: NO GRADE CHANGE, STORAGE OF MATERIALS, VEHICLES OR MITIGATION IS PROPOSED FOR THE TREES LOCATED ON THIS BROWNFIELD SITE. ATLAN � ��,����.EVAR�... 1" = 30' m EQUIPMENT IS PERMITTED WITHIN THIS TREE PROTECTION ZONE. THIS TREE PROTECTION (100' \ \ R\ a 13A BARRIER MUST NOT BE REMOVED WITHOUT THE WRITTEN AUTHORIZATION OF THE CITY OF ATLANTIC BEACH. FOR INFORMATION, CALL (904) 247-5800. Sheet �: